Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
2020 CHESTNUT AVE; ; CB940486; Permit
BUILDING PERMIT 07/27/94 13:51 Page 1 of 1 Job Address: 2020 CHESTNUT AV Suite: Permit Type: COMMERCIAL TENANT IMPROVEMENT Parcel No: 205-330-26-00 Lo€#: Valuation: 123,079 Construction Type: VN Occupancy Group: Reference*: Description: 4460 SF REMODEL PILGRIM CHURCH Permit No: CB940486 Project No: A9400685 Development No: 7946 07/27/94 0001 01 02 C-PRMT 951.00 Status: ISSUED Applied: 04/29/94 Apr/Issue: 07/27/94 Entered By: DC Appl/Ownr : PILGRIM UNITED CHURCH 2020 CHESTNUT AVENUE CARLSBAD, CA 92008,- *** Fees Required ***.-*** 619 729-6311 Fees, "Collected & Credits *** Fees: 1,2^5.00 Adjustments: .00 Total Fees: 1,285.00 Fee description Total Credits: Total Payments: Balance Due: Units Fee/Unit . 00 334.00 951.00 Ext fee Data Building Permit Plan Check Strong Motion Fee * BUILDING TOTAL Enter "Y" for Plumbing Issue Fee > * PLUMBING TOTAL Enter "Y" for Electric Issue Fee >... Enter "Y" for Remodel \ ; > * ELECTRICAL TOTAL \ : 7 / Enter 'Y' for Mechanical\IssueFee> Install Furn/Ducts/Heat Pumps ' > * MECHANICAL TOTAL 9.00 724.00 471.00 26. 00 1221.00 20.00 Y 20. 00 10.00 Y 10.00 Y 20. 00 15. 00 Y 9. 00 24. 00 ^L APPROVA DATE CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 1. PERMIT TYPE From List 1 (see back) give code of Permit-Type:. For Residential Projects Only: From List 2 (see back) give Code of Structure-Type: Net Loss/Gain of Dwelling Units _ 2. PROJECT INFORMATION PLAN CHECK NO. EST.VAL PLAN CK DEPOSIT, VALID. BY x> DATE FOR OFFICE USE ONLY Address202.0 Nearest Cross Street LEGAL DESCRIPTION Lot No.Subdivision Name/Number Unit No.Phase No. CHECK BELOW IF SUBMITTED: •2 Energy Calcs • 2 Structural Calcs D 2 Soils Report D 1 Addressed Envelope ASSESSOR'S PARCEL 2.O5-EXISTING USE PROPOSED USE DESCRIPTION OF WORK SQ. FT. && STORIES # OF BEDROOMS # OF BATHROOMS UJNTAL.T FiiKbUN (it dilterent trom applicant; NAME (last name first) CITY STATE ADDRESS ZIP CODE DAY TELEPHONE 4. APPLICANT TJCON rRACI OR LJ AGLN F FOR CONTRACI OR LJ OWNER NAME (last name first) G>ff>^, ETCVJ/tf^-C* ADDRESS UCp5cU-OP-C? A,&C44\'~C£C-'fl>&& : CITY*SAM {?l£33s>C> STATE £^A ZIP CODE °\ 2-1 £•£> DAY TELEPHONE AGEN1 frOR OWNER ~ (£>°{& O 5. PROPERTY OWNER NAME (last name first) CITY STATE ADDRESS 2.^2-P ^^HeSTM/T ZIP CODE °\2>OQ& DAY TELEPHONE 6. CONTRACTOR I (last name first)ADDRESS ZIP CODE ^27 2^. DAY TELEPHONE LICENSE CLASS CITY BUSINESS LIC. # CITY <?\.&&0 STATE ZIP DAY TELEPHONE , STB- LIC. # C 7. WORKERS^ COMPENSAI1ON Workers' Compensation Declaration: I hereby atnrm that I have a certificate of consent to self-insure issueaby the Director of Industrial Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY POLICY NO.EXPIRATION DATE Certificate oTExemption: I certify that in the performance of the work lor which this permit is issued, I shall not employ any person in any mannerso as to became subjecrfo the Workers' Compensation Laws of California. ^^^y DATE ^8. OWNER-BUILUKK maLJlARATICJN uwner-builder Declaration: l nereDy attirm that l am exempt trom tne Contractor's License Law tor tne following reason: D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of properly 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.). D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). O I am exempt under Section _ Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]). SIGNATURE DATE THIS SECtiUN FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D YES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? D YES D NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? D YES D NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 9. CXJNb'1'KUL.TlON LENDING AGENCY I hereby attirm that there is a construction lending agency tor the performance of the work tor which this permit is issued (Sec 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS JO. AWLlCAiMl CEKllrlC.AllC«M 1 certify tnat 1 have read tne application and state that the above information is correct. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABIIJTIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SATO dTY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over S'O" 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 buildingorjyorieautherized-by-such permit is not commenced within 365 days from the date of such permit or if the building or work authorized by such Defmit is suspended or abandSn^dat anX&me aftensthe work is commenced for a period of 180 days (Section 303(d) Uniform Building Code). SIGNATURE $T V. I )\\ W DATE: WHITE: FiW/YEfLOW: Applicant PINK: Finance RECEIVED NOV 0 I FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING rFIRE ) PLANNING U/M WATER PLAN CHECK#: CB940486 DATE: 11/01/94 PERMIT*: CB940486 PERMIT TYPE: CTI PROJECT NAME: 4460 SF REMODEL PILGRIM CHURCH ADDRESS: ^020 CHESTNUT AV CONTACT PERSON/PHONE#: MW/CARL/453-0303 SEWER DIST: CA WATER DIST: CA INSPECTED foS, DATE BY: l^\MT>id<)S INSPECTED: fcT APPROVED V DISAPPROVED INSPECTED \J DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED COMMENTS: PERMIT* CB940486 DESCRIPTION: 4460 SF REMODEL CITY OF CARLSBAD INSPECTION REQUEST FOR 11/01/94 PILGRIM CHURCH TYPE: CTI JOB ADDRESS: APPLICANT: CONTRACTOR: OWNER: 2020 CHESTNUT AV PILGRIM UNITED CHURCH PHONE: PHONE: PHONE: INSPECTOR AREA PD PLANCK* CB940486 OCC GRP CONSTR. TYPE VN STE: LOT: 619 729-6311 REMARKS: MW/CARL/453-0303 SPECIAL INSTRUCT: INSPECTOR TOTAL TIME: —RELATED PERMITS—PERMIT* TYPE CUP00085 CUP CUP0085A CUP CUP0085B CUP OLP94190 OLP CD 19 29 39 49 LVL DESCRIPTION ST Final Structural PL Final Plumbing EL Final Electrical ME Final Mechanical STATUS EXPIRED EXPIRED EXPIRED ISSUED ACT COMMENTS ***** INSPECTION HISTORY ***** DATE DESCRIPTION 092894 Exterior Lath/Drywall 092294 Interior Lath/Drywall 091494 Frame/Steel/Bolting/Welding 091394 Ftg/Foundation/Piers 091394 Frame/Steel/Bolting/Welding 081694 Frame/Steel/Bolting/Welding 080594 Ftg/Foundation/Piers ACT AP AP AP CO CO PA AP INSP PY PY PY PY PY PY PK COMMENTS NO ONE THERE OK TO INSUL & SHEAR EXT WALL ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 56O-1468 DATS: JURISDICTION:" PLAN CHECK NO: PROJECT ADDRESS: PROJECT NAME; 94-SET: 2-OZ-Q _/PLAN CHECKER CFILS COPY QUPS QDESIGNER n n 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 deficien- cies identified SarlT f£.SM&&kL£* &&LD'*iJ are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and rssubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: j~~j Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check ha< been comoleted. Person contacted: Date contacted: REMARKS: (. Telephone i T TO By;'ESGIL CORPORATION DGA DCM DPC Enclosures * ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: S~- 10 ~ 94- [j APPLICANT• JURISDICTIONJURISDICTION: CARLSBAD Q?LAN CHECKER QFILS COPY PLAN CHECK NO: ^ 4 ~ <t-Z& SET: X [jUPS DESIGNER PROJECT ADDRESS: 2.Q2-O ( PROJECT NAME: Q{+Ug£^f- &SHODEL, The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially co.~ply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. a The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: 0-&ZU- / //65t) r/3^/^/^ Pcj^-ctf. g>T"g 2-\G>. 3#AJ VKF&o c^-. . ; 7 7 Esgil staff did not advise the applicant contact person that plan check has been completed. Ssgil staff did advise applicant that the plan check has been cornoleted. Person contacted: Date contacted: Telephone = REMARKS : 'pL&&>g' ">S1~~ K(^\f\^£T> IS ?H- CA ft-~F / Q fJ By: ft-&£=r ~D&LtefJT£- Enclosures: ESGIL CORPORATION ^—j -— *"~ ' C£~ I^CM D PC PLAN CORRECTION SHEET TEHAKI IMPROVEMENT PLAN CHECK HO.: JURISDICTION: CARLSBAD TO;&£i>s ' l-c^C? 2.1 C, CA PROJECT DATA OCCUPANCY: BUILDING USE: TYPE OF CONSTRUCTION: ACTOALAREA; 44- (* O 1 t, ALLOWABLE AREA:. STORIES: HEIGHT: SFRINKLERS: V i OCCDPAKT LOAD: REHARKS: Date plans received by jurisdiction: Date plans received by Esgil Corporation: 5~— •£-— ^ *-/* Date initial plan check completed: £-_ 10- 9^ BY: Applicant contact person: Tel .J ^^S FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plunbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You nay have other corrections based on laws and ordinances enforced by the Planning Departoent, Engineering Department, Fire Department or other departments. Code sections cited are based on the 1991 UBC. The circled items listed need clarification, modification or change. All items nust be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), 1991 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, note on this list for a copy) where each correction item has been addressed, i.e.. plan sheet, specification, etc. Be sure to enclose the narked up list when vou submit the revised plans. NOTE: PAGE HDMBERS ARE HOT IK SEQUENCE AS PAGES HAVING NO ITEMS NEEDING CORRECTIONS VTERE DELETED. LIST NO. 41 CARLSBAD TENANT IMPROVEMENT WITHOUT SPECIFIC ENERGY ZONE DATA OR POLICY SUPPLEMENTS, 1991 UBC 0Please make all corrections on the original tracings and submit few^f new sets of prints, to: Esgil Corporation, 9320 Chesapeake Drive, ~" Suite #208, San Diego, CA 92123, (619) 560-1468. ^ /• Please nake all corrections en the original tracings and submit 6w<f new sets of prints, to: The jurisdiction's building department. Indicate on the Title Sheet of the plans, the name of the legal owner and name of person responsible for the preparation of the plans. Section 302(d). f 4. ) Each sheet of the plans nust be signed by the V_y person responsible for their preparation, even I though there are no structural changes. Business and Professions Code. ^-Sr *>&£ freiOlsJ. ( $•} Plans and calculations shall be signed by the \^s California state licensed engineer or architect where there are structural changes to existing buildings or structural additions. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. t>. Provide the correct address and suite number of tenant space on the plans. Section 302(d). a. Provide a note on the site plan indicating the previous use of the tenant space or building being reaodeled. Section 302. /Vihen the character of the occupancy or use changes within a building, the building nust be oade to conply with current Building Code requirements for the new occupancy. Please provide complete details to show the building with comply. Section 502. UBC Section 304 requires the Building Official to deternine the total value of all construction work proposed under this permit. The value shall include all finish work, painting, roofing, electrical, plunbing, heating, air conditioning, elevator, fire extinguishing systems and any other permanent equipment. Please provide a signed copy of the designer's or contractor's construction cost estimate of all work proposed. 10.J Provide a plot plan showing the distance from the building to the property lines and the location of tenant space (or remodel) within the building. 5. On the first sheet of the plans indicate: Type of construction of the existing building, present and proposed occupancy classifications of the remodel area and the occupant load of the renodel areas and the floor where the tenant inprovenent is located. Provide a note on the plans indicating if any hazardous materials will be stored and/or used vithin the building which exceed the quantities listed in UBC Tables 9-A and 9-3. A complete description of the activities ar.d processes that will occur in this tenant space should be provided. A listing of all hazardous Eaterials should be included. The caterials listing should be stated in a fora that would Bake classification in Tables 9-A and 9-3 possible. The building official cay require a technical report to identify and develop methods of protection fron hazardous rsterials. Section 901(f). If control areas are used for exceeding the exempt amounts of hazardous materials froa Tables 9-A and 9-B, they shall be constructed of not less that required for a one-hour occupancy separation. Section 404. The number of control areas within a building used for retail/wholesale stores shall not exceed two; the nunber of control areas in buildings with other uses shall not exceed four. Footnote 1, Tables 9-A and 9-B. The aggregate quantity of any hazardous materials "in use" and "in storage" shall not exceed the quantity listed in Tables 9-A and 9-3 for "storage". Footnotes 2 and 3, Tables 9-A and 9-B. Provide a statement on the Title Sheet of the plans that this project shall comply with . Title 24 and 1991 UBC, UMC and UPC and 1990 NEC. Provide a fully dimensioned floor plan showing the size and use of all roons or areas within the space being improved or altered. Draw the plans to scale and indicate the scale on the plan. Section 302(d). Indicate the use of all spaces adjacent to the area being remodeled or improved. Show any existing fire rated area separation walls, occupancy separation walls, demising walls, shafts or rated corridors. Identify and provide construction details for proposed new fire rated walls. Specify on the plans the fire ratings of assemblies to protect penetrations or proposed openings in existing or new fire walls, floor- ceiling assemblies or roof-ceiling assenblies. p 8/4/92 f Identify existing vails to be removed, existing vails to renain and proposed new walls. Identify bearing vails, non-bearing walls, and shear vails. Show safety glazing in the following locations, per Section 5406(d): a. Where the nearest edge of glazing is within a 24-inch arc of either side of a door in a closed postion (unless there is an intervening wall between the door and the glazing or if the glazing is 5'-0" or higher above the walking surface). b. Glazing greater than 9 square feet with .the bctton edge less than 18" above the floor and the top edge greater than 36" above the floor (unless the,.glazing is more than 36" horizontally away fron walking surfaces or if a complying .protective bar is installed). c. Glazing in shower and tub enclosures (including windows within 5 feet of tub or shower floor). Provide a section view of all new interior partitions. Show: (a) Type, size and spacing of studs. Indicate gauge for metal studs. Specify manufacturer and approval number or indicate "to be IC30 approved". (b) Method of attaching top and bottoa plates to structure. (NOTE: Top of partition .mist be secured to roof or floor f raining, unless suspended ceiling has been designed for partition lateral load). (c) Wall sheathing material and details of attachoent (size and spacing of fasteners). (d) Show height of partition and suspended ceiling, and height fron floor to roof frasing or floor framing. Provide notes and/or details to show that the floor and wall finish in toilet roons are surfaced with a snooth hard non-absorbent material extending five inches up the wall. Similar surfacing shall be provided on the walls froa the floor to a height of 4 feet around urinals and within water closet coopartoents. Section 510(b). 2ib. Note on the plans: "All interior finishes must I comply with Chapter 42 of the U3C". Specify "Class flaoe spread rating (minimum) for \ ." Note on plan that suspended ceilings shall comply with UBC Tables 47-A and 23-P. In buildings having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceiling and floor above so that no concealed space exceeds 1,000 s.f. and no horizontal dimension exceeds 60 L.F. (if space has sprinklers, then 3,000 s.f. and 100 L.F.). Section 2516(f). 3X. In buildings having floors and roofs of wood frane construction, other than dwelling or hotel occupancies, draft stop the area between the ceiling and roof above, so that no concealed space exceeds 3,000 s.f. and no horizontal dimension exceeds 60 L.F. (if space has sprinklers, then 9,000 s.f. and 100 L.F.). Section 2516(f). Storage areas exceeding 1000 sq. ft. in connection with wholesale or retail sales shall be separated fron the public area by a cne-hour occupancy separation. If the entire building has an automatic sprinkler system, then the occupancy separation need not be provided. Section 702(c). An automatic sprinkler system shall be installed in roocs used by the occupants for the ccr.susption of alcohol and in accessory uses where the total area cf such unseparated roocs and assembly uses exceeds 5000 square feet. Section 3S02(c). 32.) The tenant space and new and/or existing facilities serving the remodeled area —ust be accessible to and functional for the physically disabled. See the attached correction sheet. Title 24, Part 2. The width of the required level area on the side into which doors swing shall extend 24 inches past the strike edge for exterior doors and IS" inches past the strike edge for interior doors. Section 2-3304, Title 24. Specify lever-type hardware for passage doors on floors accessible to the disabled. Section 2-3304, Title 24. If both sexes will be employed and the number of employees exceeds four, provide separate toilet facilities for men and women. If "both sexes will be employed and the total number of employees will not exceed four", and only one restroon is provided, note the words in quotation above on the floor plan. Section 705(c). A -hour occupancy separation is occupancy and f- required between the _occupancy. Table 5-B. Ducts penetrating occupancy or area separation walls "must have fire dacpers. Section 4306 (j)- In areas where the occupant load exceeds , two exits are required. See . Table 33-A. Provide an exit analysis plan (may be 8 1/2" x 11" cr any convenient size). 0. Exits should have a mini-nun separation of one- half the caxinua overall diagonal diciension of the building or area served. Section 3303(c). 7/8/92 4- f The naxinua number of required exits and their required separation must be naintained until egress is provided froa the structure. Section 3303{a). Rooms vith core than 10 occupants cay have one exit through one adjoining room. Revise exits to comply. Section 3303(e). Exit signs are required whenever two exits are required. Show all required exit sign locations. Section 3314 (a). Show that exits are lighted with at least one foot candle at floor level. Section 3313(a). Show the locations of existing exits froa the building and shew the path of travel froa the remodel area to the existing exits. Note on the plans: "All exits are to be openable froa inside without the use of a key or special knowledge". In lieu of the above, in a Group 3 occupancy, you Bay note "Provide a sign on or near the exit doors reading THIS DOOR TO EEKAIK UNLOCKED DURING BUSINESS HOURS". Tnis signage is only allowed at the sain exit. Section 3304(c). Exit doors should be a miniaun size of 3 feet by 6 feet 8 inches with a minimum door swing of 90 degrees. Maximum leaf width is 4 feet. Section 3304(f). Exit doors should swing in the direction of egress when serving an occupant load of 50 or more or when serving any hazardous area. Section 3304(b). Applies to door(s) Regardless of occupant load, a floor or landing not core than 1/2 inch below the threshold is required on each side of an exit door used for disabled access (may be 1" maximum where not vised for disabled access). Section 3304(i). Doors should not project more than 7 inches into the required corridor width when fully opened, nor nore than one-half of the required corridor width when in any position. Section 3305(d). Revolving, sliding and overhead doors are not permitted as exit doors if the occupant load exceeds 9 or the exit door serves a hazardous area. Section 3304(h). Provide panic hardware in Group A,E,H-ljH-2>H-3 and t occupancies. Chapter 33. Double acting doors are not allowed when serving a tributary occupant load of more than 100, or when part of a fire assembly, or part of smoke and draft control assemblies or when equipped with panic hardware. Section 3304(b). Corridors nust provide continuous protection to the exterior of the building. Interruptions by an intervening roon is not permitted. Foyers, lobbies or reception rooDS constructed as required for corridors are not considered intervening rooms. Section 3305. Corridors and exterior exit balconies serving 10 or more occupants nust be a Bininua 44 inches wide and 7 feet high to the lowest projection. Corridors serving less than 50 occupants nay be a nininua of 36 inches in width. Section 3305(b). When two exits are required, dead end corridors and exit balconies are limited to 20 feet. Section 3305(e). Corridors serving 30 cr acre occupants shall have walls and ceilings of one-hcur ccr.straction. Show compliance or clearly show en plans which of the following exceptions has been satisfied: a. Corridors greater than 30 feet wide when the occupants have an exit independent from the corridor. b. Exterior sides of exterior exit balconies. c. Corridor walls and ceilings need not be of fire-resistive construction within office spaces having an occupant load of 100 or less when the entire story in which the space is located is equipped with an automatic sprinkler system throughout and smoke detectors are installed within the corridor in accordance with their listing. d. Within office spaces occupied by a single tenant, partial height partitions which form corridors and which do not exceed 6 feet in height need not be fire resistive, provided they are constructed in accordance with Section 1705 and are not more than three fourths of the floor- to-ceiling height. Section 3305 (g). Section 3305(g), Exception 5, cannot be used for non-rated corridors in a fully sprinklered office space if the occupant load in the space exceeds 100. Section 3305(g), Exception 5 does not apply to comnon corridors where the corridor serves as an exit for non-office areas (nanufacturing, warehouse, etc.) . Section 3305(g), Exception 5 is applicable only for corridors on cne floor; the corridors en the lower level(s) nust be rated if these lower corridors have openings into them from other levels. 5/28/92 6,4. 5. If- non-rated corridors are used per Section 3305(g), Exc. 5, provide a reference to the corridors on the floor plan, noting: 1. Corridors are non-rated per Section 3305(g), Exception 5. 2. Snoke detectors shall be naxirran 30' on center. 3. Power supply shall be dedicated branch circuit. Circuit disconnecting Deans shall be accessible only to authorized personnel and shall be clearly narked FIRE ALARM CIRCUIT CONTROL. . with a lock-on device. If a tenant space utilizes Section 3305(g),. Exception 5, then that tenant space shall be separated froa adjacent "spaces by a cesising wall constructed as for a one-hour corridor wall. Clearly shew where the non-rated corridor systen terminates and a rated corridor systen commences. One-hour fire-rated corridors shall have interior door openings protected by tight- fitting sncke and draft control assenblies rated 20 oinutes, except openings in interior walls of exterior exit balconies. Doors shall be naintained self-closing or be autonatic- closing by action of a sooke detector per Section 4306(b). Doors shall be gasketed to provide a sooke and draft seal where the door iseets the stop on sides and top. Section 3305(h). Total area of all openings, except doors, in any portion of an interior corridor, shall not exceed 25 percent of the area of the corridor vail of the room which it is separating from the corridor. Such openings shall be protected by fixed glazing listed and labeled for a fire- protection rating of at least 3/4-hour. Section 3305(h). Show rated corridors, lobbies, reception or foyers cross-hatched on the floor plans. Provide a complete architectural section of the corridor, or exterior exit balcony, showing all fire-resistive materials and details of construction for all floors, walls, ceiling and all penetrations. Section 3305(g). Show the location of fire dacpers. Provide fire danpers at duct penetrations of fire- rated occupancy and area separations, shafts and corridor ceilings. Conbination fire/smoke danpers are required at duct penetrations of rated corridor walls. Section 4306(j). If a rooa with an exhaust fan has a door opening into a rated corridor, show how cake- up air will be provided to the room. The door cannot be undercut, nor can a louver in the door be provided. Section 3305(h)l. If building exceeds two stories and has an elevator opening into a rated corridor, show hov the snoke and draft control provision of Section 3305(h) will be net. Either provide a separated elevator lobby or a second doer at the elevator entry meeting the provision. Section 3305(j) . If a second door is provided at the elevator entry, note that it will be readily opensble froa the car sice without a kev, tool cr special knowledge or Section 5106. New ^revisions in Chapter -3 of the 1991 "uoC require special treatment cr penetrations at fire-resistive assemblies. Provide typical details on the plans showing how the fire- resistive integrity will be naintained at the following conditions (Include the Eanufacturers' names ana IC5O numbers (or equal) for any sealant): A." THROUGH-PEXETRATIONS (through the entire assembly): 1. Fire-resistive bearing walls and/or walls requiring protected openings shall have penetrations protected with through- penetration fire stops having an F- rating, T-rating cr complying with U3C Standard 43-1, depending on their locations, sizes and combustibility. 2. Fire resistive floor/ceiling assemblies shall have penetrations protected with through-penetration fire stops having and F-rating, T-rating or coop lying with UBC Standard 43-1, depending on their sizes, conbustibi1ity and whether the penetrations are in walls above. B. MEMBRANE-PENETRATIONS (through only one side of an asseably): 1. Fire-resistive walls (whether bearing or not and whether requiring fire protected openings or not) shall have penetrations protected with membrane-penetration fire stops having an F-rating or complying with UBC Standard 43-1, depending on their size and combustibility. Limited steel electrical outlet boxes (r.ot exceeding 16 sq. in., nor oore than 100 so. in. for any 100 sq. ft. of wall) require no protection. 2. Fire-resistive ceilings shall have no penetrations, except for nonconbustible sprinkler pipes and steel electrical outlet boxes as described above. NOTE: The plans should indicate the various fire-stop ratings required for all penetrations. Provide a note on the plans stating "Penetrations of fire-resistive walls, floor- ceilings and roof-ceilings shall be protected as required in UBC Sections 4304 and 4305". 8/4/92 S3. 87. 88. 89. 90. 91. 7/1. Provide evidence of Health Department approval / (for restaurants or for tenants using X-ray equipment). 75. If nonflammable supply cylinders for medical I gas systecs are located inside buildings, show how they conply vith UBC Section 702(c)4. 76. 77: 73. 79. SO. Si. Subait plan shoving location cf all panels. Submit panels schedules. Sutait electrical load calculations Indicate existing sain service size. Indicate sxist-r:S total rain service load. Indicate r.ev additional loads. Indicate viring method, i.e. JXT, nets! flex. Shov exit signs on ^he electrical lighting plan(s). As per Sectioh\3SIJ and 2514 of the 1991 UBC, provide two sources of pcver to exit signs and exit illumination. Provide receptacle(s) vithin\25' cf KVAC units,. UMC Section 509. Provide multiple svitch lighting controls per Title 24, Part 6. MECHANICAL Provide mechanical ventilation in all roons capable of supplying a mininua cf 5 cubic feet per ainute of outside air vith a total :irculaticn of not less than 15 cubic feet per Emute per occupant. Section 605 and 705, U3C. Provide, mechanical plans shoving existing and proposed\KVAC equipaent, ducts and access to equipment. Detail access^and vorking clearances to KVAC equipaent. Detail disposal or\Eain condensate drainage from air conditioning^ units. (UMC Section 510) \ Detail overflow (secondary) condensate lat aredischarge froa air conditioning^ units th in a ceiling space. (UMC Section^1205) Fire rated corridors are not to ^e used to convey air to or fron roo-s. UMG Section 1002. PLIMBING 92. Provide gas line plans and calculations, v^ shoving pipe lengths and gas decands. UPC \v Section 1219. 93. Provide drain, vaste and vent plans. 94. Provide vater line sizing calculations. UPC Secticnx1009. 95. Detail hov^fjoor drain trap seal is to be caintsined. UPC Section 707 (floor drain trap pricing). \^ \ 96. Shov ? & I valve on vater heater and detail drain line route from ? & T valve to the exterior. UPC Section ~iC07(e). 97. Shcv 1/4" per 12" slope en drain and vaste lines. U?C*Section 407. \ 98. Provide a drirj-.ing fountain at each 1 level in assembly occupancies (except drinking ana dining establishments). U3C Se'-ction 605. 99. Note en the plans that new vater cloXets ana associated flushoaeter valves, if ar.y)\ shall use no acre than 1.6 gallons per flusli and shall neet oerfcrr^nce standards established t-v the American National Standards Institute Standard A112.19.2, and urinals and associated flushoaster valves, if any, shall use no acre than one gallon per flush and shall neet performance standards established by the Anerican National Standards Institute Standard A112.19.2. H & S Code, Section 17921.3(b). EKEKTf S && fr-TTfrCJfcp conrolete energy design calculations, g all existing design and new energy desigrT~f«r.this building. See attached non- res identiaifen^rgy design checklist. 101. For reaodels in an existing conditioned space, show that the reaodeled^-^pace will not use Dore energy than tha existSTrigspace or shov the reaodeled space will conx&ysi to latest energy design standards. CITY OF CARLSBAD SOFPLEKEKI 102. P.ocf counted ec-ui^oent. rrost. be screened and ' roof penetrations should be ninicized (City Policy SC-6). 103. No viring is permitted on the roof of I building and viring on the exterior of building requires approval by the Buildi Official. (City Policy) a a Building 6/25/93 IpU / All roof-counted equipnent shall be concealed from -view. Provide structural detailing for the screening. MSQELLAKEOOS 105.) Please see additional corrections or renarks that follow. ^ To speed up the recheck process, note on this list (or a copy) vhere each correction iten has been addressed, i.e., plan sheet, note or detail nuaber, calculation page, etc. ,107.) Please indicate here if any changes have been nade to the plans that are not a result of corrections froa this list. If there are other changes, please briefly describe tinea and vhere they are located in the plans. Have changes been cade to the aians not resulting froa this correction list? Please check.X 4- Yes .No - The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 203, San Diego, California 92123"; telephone nuaber of 619/560-1468, to perfora the plan check for your project. If you have any questions regarding these plan check itess, please contact at Esgil Corporation Thank you. Enclosures: 1. 2. 3. 6/25/93 MECHANICAL, PLDMBIHG, ENERGY PLAH CORKECHOH SHEET JDRISDICHOH:DAIE: PLAN CHECK HCKBER::ZT PLAH CHECKER: f~] GLEH ADAHEK Cbuclc £ / C. - 2 X5 C - ELECTRICAL ro T\\YAn-mh/hi Wlttsi ha.ue "K/o/\ \/ou. VYie-fa.1 etc, be. O-P Or the gum-Tehee, avirl label "5faa - ^col el « o «if. inO «.2 ww .5._. ._o co. s•3 ScH °^- co—• C i a5--.So -= o *^^ *J o Zo c = C 5 *<n S "o i-S-S IHP2 . § w "S- Sc= CS 3 t.t-00c; •s a 2 3cu QO S 02 =..t 050o W o•5 r-=Oil o^ 2 o2: r< >» « o§; - s s^~ O C oS -i i ~^ v i. o•^5 - 34l Jic •=JJ „§ .2 -3= > aS S & „O S. C- S3-2•s = •= s= s-ijs -^- 5 S 3 4 H•3 O ^ o c ^ O 3 2 "I i. I I £ =. a ^ u %j Z .. *^ "" - S = 2 4 £ 5 I -r5 V J" i -i-i -= ^ s -s>? ^= y T-T o S •£ 5 ~ 3l^liS-a = s g I cs^ « « to $•31 13 M-3 o - * J- wI § i- =~ o 5o -5 ei = 2-2"j:"gd ^sS I?-I •^ «3 •= =0-= o O ^It go" CO 11-slI |I1M "§^= S 5 a c= - w c S o = "S-s S s •3 -= 6>T 'S Q d- Id 0CJ ^5 Cu v: c:^£ —-= O^ 5. C5 S O 5 S « -3^ ^ •= ^ -P = 2 ^^ i2 o a g S «=a o — y w ^ -3 .= ra g a M M_0 ^4 > " h C = OS -H « c '•= '•= "5=: u b uj .2 .a 2•^> O G 'P * * G.---, rr, m .". rri r-i oE a o ,Mre2 < = u3 E . _ - "3 2- S»^ -o £ °w 0- <-i O to COw T; ~ « - -n.« .C -S 8 '-i.2 ; - P>£ oo c •o = — .O ^-k Jurisdiction DECLARATION OF PREVIOUS CONSTRUCTION COSTS* Buildins Address: Project Address (suite %):_ Plan Review =: Building Owner: ; Telephone: Applicant: Telephone: *********** I HEREBY DECLARE that, the total costs of all improvements since January 26, 1992 along the same path of travel leading to the above project address to be: S =*** Owner (or authorized agent) Address Signature Date *In order to determine if your project may qualify to file for an unreasonable hardship, the total cost of all construction over the previous three years (since January 26, 1992) must be documented (Title 24, Section 3112(a)ii Exc.2). The cost must include work done by other tenants along the same path of travel. April !8. !?>4 DOCUMENTATION OF UNREASONABLE HARDSHIP - - Job Address Plan Check No_ Owner_ Date J.(- is reauested that the above named project be oranted. an exception frornVhe reauirements of the State of California Title 24 handicapped 'accessibility provisions, as specifically noted below: 1. EXCEPTIONS REQUESTED ESTIMATED COST OF ITEMS TO BE EXEMPTED 2. The cost of all construction without excepted items, is: ._ 3. The irroact on financial feasibility of the oroject, if the requestedexception is not approved is: ' . 4. The facility is used by the general public for the purpose of: 5. The exceptions being reauested will not penalize handicapped-accessibility as equivalent facilities are available as follows: 6. Exceptions requested, and data provided, by: KURiT Department Use Only Findings and Decision of the Enforcing Official Signature of Enforcing Official Date HA-1 010190 DEPARTMENT OF STATE ARCHITECTURE-NON RESIDENTIAL TITLE 24 DISABLED ACCESS REQUIREMENTS SCOPEl The following disabled access items are taken from the 1991 edition of California Administrative Coie i itle 24, applicable as of April 1. 1994. Per section 110 B, all publicly and privately funded public accommodations and commercial facmfifrsril^eaccessible to persons with physical disabilities as follows: (1) Any building, structure, facility, complex, or improved area, or portions thereof, which are used by the general public. (2) Any sanitary facilities which are made available for the public, clients, or employees i" such accommodations or facilities. (3) Any curb or sidewalk intended for public use that is constructed with private funds. (4) All existing accommodations when alterations, structural repairs or additions are made to such accommodations. GENERAL: To assure that barrier-free design is incorporated in all buildings, facilities, site work and other improvements, these standards apply to all additions, alterations and structural repairs. These standards incorporate the requirements covered in Title II and III of the Americans with Disabilities Act of 1990. Items preceeded with an asterisk {*) are examples of changes that have occured since the previous regulations. NOTE: All 'Figures and Tables referenced in this checklist are printed in California Administrative Code, Title 24. SITE ACCESSIBILITY: (Aj Site development and grading shall be designed to provide access to all entrances and exterior ground floor exits, and access to normal paths of travel, and where necessary to provide access, shall ^^^ incorporate pedestrian ramps, curb ramps, etc. QEU * When more than one building or facility is located on a site, accessible routes of travel shall be provided between buildings and accessible site facilities. K^ At every primary public entrance and at every major function along or leading to an accessible route of travel, there shall be a sign displaying the international symbol of accessibility. Signs shall indicate the ^_^ direction to accessible building entrances and facilities. HDj Where stairways occur outside a building, see section 3306{q) for requirements. DISABLED ACCESS PARKING SPACES: (£u * The required number of accessible parking spaces in new facilities *(or in existing facilities where a change of occupancy occurs) is as follows per Table 31 A: 1. * 1 for each 25 spaces up to 100 total spaces. 2. 1 additional space for each 50 spaces for between 101 and 200 total spaces. 3. 1 additional space for each 100 spaces for between 201 and 500 total spaces. 4. For between 501 and 1000 total spaces, a minimum of 2% of the total number of spaces is required. 5. for greater than 1000 spaces, 20 plus 1 for each additional 100 spaces. 6. If total number of spaces is less than 5, one shall be 14'0" wide and line to provide a 9'0" parking area and 5'0" loading and unloading area. There is no requirement that this space be identified or reserved for the exclusive use by persons with disabilities. * Outpatient facilities require a minimum of 10% of the total number of spaces to be accessible. If facilities specialize in treatment of people with mobility impairments, a minimum of 20% of the total spaces shall be accessible. See section 3107A{a)3.a and b. * Valet parking facilities shall provide a passenger loading zone located on an accessible route to the facility entrance. The space requirements of section 3107A apply to facilities with valet parkina, per section 3108A{c). * Accessible spaces shall be located as follows, per section 3107A(a)1: 1. On the shortest possible route to an accessible entrance when serving a particular building. 2. On the shortest route of travel to an accessible entrance of a parking facility. Non-Residential Access Requirements P«8G ? Plan Review Correction List April 1 5. 1 994 3. Dispersed and located closest to accessible entrances where buildings have multiple accessible entrances with adjacent parking. Note: This section does not apply to existing facilities where local ordinances preclude requirements unless a change of occupancy occurs. fE.) Single spaces shall be 14'0" wide and outlined to provide a 9'0" parking area and a 5'0" leading and unloading area on the passenger side of the vehicle. When more than one space is provided, in lieu of providing a 14'0" space for each space, two spaces can be provided within a 23'0" area with a 5'0" loading zone between each 9'G" wide space. Each space is to be a minimum of 1 S'O" in depth. See section 3107A(b}1. _ NOTE: See Figures 31-18A, 31-183 and 31-18C. ^Fy A bumper or curb shall be provided and located at each space to prevent encroachment of cars into the required width of walkways per section 3107A(b)3. The maximum slope of parking surfaces in any direction shall not exceed '/ " per foot (2. 083%) per section 3107.1(b)4. The maximum slope at the passenger loading zone shall not exceed 2%. -y Parking spaces shall 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 not be smaller than 70 square inches in area and, when in a path of travel, shall be posted at a minimum height of 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 at a minimum height of 36" from the parking space finished grade, ground or sidewalk. Spaces complying with section 3107A(b)2 shall have an additional sign "Van-Accessible" mounted below the symbol of accessibility per section 3107A(c). In addition, each accessible space is required to be marked with the international symbol of accessibility. .S An additional sign shall also be posted in a conspicuous place at each entrance to off street parking facilities, or immediately adjacent to and visible from each stall or space. The sign shall be not less than 17" by 22" with lettering not less than 1" in height. Per section 3107A(c) required wording is as follows: "Unauthorized vehicles parked in designated accessible spaces not displaying distinguishing placards or license plates issued for persons with disabilities may be towed away at owner's , — expense. Towed vehicles may be reclaimed at _ or by telephoning _ " jj Where provided, all passenger loading zones and at least one vehicle access route from site entrances and ^ exits shall have a minimum vertical clearance of 1 14" per section 3108A(b)2. CJ Space(s) shall be located so that disabled persons are not compelled to wheel or walk behind parked cars other than their own per section 3107A(b)3. All vertical entrances to and vertical clearances within parking structures shall have a minimum vertical clearance of 8'2" where required for accessibility to accessible parking spaces. M * A minimum of one in every 8 accessible spaces shall be served by an access aisle 96" minimum width and shall be designated van accessible per section 3107A(b)2. All such spaces may be grouped on one ^^ level of a parking structure. ^ * Provide a passenger access aisle, 60" by 20'0", adjacent and parallel to the passenger loading space per section 31 08A[b). CURB RAMPS; NOTE: See Figures 31-19A through 31-22. f/O Curb ramps shall be constructed at each corner of street intersections and where a pedestrian way ^^^ crosses a curb per section 3106A(e). (B^\ Curb ramps shall be a minimum of 48" wide with a maximum slope of 1:12 (8.33%), per sections 3106A|e)2 and 3106A{e)5. The lower end of each curb ramp shall have a V " lip be beveled at 45 -~ degrees. (C.) * The landing at the top of the curb shall be level and 48" minimum depth for the entire width of the curb ramp or the slope of the fanned or flared sides shall not exceed 1:8 (12.5%), per section 3106A(e)4. MD^) The surface of all curb ramps and its flared sides shall be slip resistant and contrasting from the adjacent sidewalk finish per section 3106A(e)6. All curb ramps shall have a grooved border 12" wide at the level surface of the sidewalk along the top and each side approximately 3/ " on center per section 3106(e)7. * Detectable warnings extending the full width and depth of the curb ramp inside the grooved border if the slope is between 1:15 (6.66%) and 1:20 (5%), per section 3106A(e)8. This shall consist of raised truncated domes with a diameter of 0.9" at the base tapering to 0.45" at the top. Spacing shall be 2.35" li Non-Residential Access Requirements Page 3 Plan Review Correction List April 15, 19S4 center-to-center. NOTE: See Figure 31-23. Locate curb ramps to prevent obstruction by blocked cars per section 3"iG6A(e}9. The slope of adjacent surfaces, including street and gutter, within 4 feet of ramps shall be limited to a maximum of 1:20 (5%!, per section 3106A(e). WALKS AND SIDEWALKS! (A.) Walks sloping greater than 1:20 (5%) must comply with the ramp requirements of section 3307 per —^ section 3324(c). (B.; Walks shall be 48" minimum in width and have slip resistant surfaces. nC?) The maximum cross slope shall not exceed V " per foot per section 3324(a).3 If the eriforcing agency finds that an unreasonable hardship exists, then the maximum cress slope may be increased to a ^^^ maximum of'/ " per foot for distances not to exceed 20 feet, (p.) Abrupt level changes shall not exceed /" along any accessible route. When changes do occur, they shall be beveled with a slope of no greater than 1:2. Level changes of '/ " or less may be vertical. Note: if level ^^^ changes exceed V ", they must comply with requirements of curb ramps. (EJ At each gate or do2or, a 60" x 60" level area is required when the gate or door swings toward the walk per section 3324(e). Walks shall extend 24" minimum to the side of the strike edge of a door or gate that swings toward the walk. NOTE: See Figure 33-2. f. Provide 80" minimum headroom from all walkway surfaces to any obstruction per section 3325(b). fi. At walks with continuous gradients, level areas at least 5'0" long at intervals of 400 feet are required per section 3324(f). vC Grating openings are to be limited to a maximum of 1/" in the direction of travel per section 3324(b). (LJ Provide 36" wide detectable warning material at the boundary between walkways and vehicular ways. Material shall comply with criteria of section 3325A(c)1, per section 3325(e). (5?\ * Where more than one route is provided, all routes shall be made accessible per section 3103A(i)2. PEDESTRIAN RAMPS: (A.) A path of travel with a slope exceeding 1:20 (5%) shall be considered a ramp per section 3307(a.1). ^^^ Handrails are required to be provided at each side of ramps. (B) The maximum allowable slope for accessible ramps is 1:12 (8.33%), per section 3307(e.1)1. Provide the ^>^ * least possible slope for all ramps. ^CJ The maximum cross slope at walks and sidewalks shall not exceed V " per foot (2%) per section 3324(a)3. If the enforcing agency finds that an unreasonable hardship exists, then the maximum cross §slope may be increased to a maximum of V " per foot (4%) for distances not to exceed 20 feet. Ramp surfaces shall be slip resistant, per section 3307(g). Landings are required at the top and bottom of all ramps, per section 3307 (d.1). The bottom landing shall ^^^ be a minimum of 72* in the direction of travel and the top landing shall be a minimum of 60" x 60". \fj A 60" intermediate landing is required at maximum elevation changes of 30". A 72" landing is required ^^^ at direction changes exceeding 30 degrees per section 3307(d.1)6. (Gy When a door swings over the top landing, the minimum depth of the landing shall equal to the door width, _ plus 42", per section 3307(d.1). QHy Strike edge distances to door shall be 24" at exterior ramps (and 18" at interior ramps), per section 3307(d.1). When the slope of ramps exceeds 1:20 (5%), handrails are required at each side, per section 3307(e.1). Handrails shall be 1 '/*" to 1 'A" in cross section and placed a minimum of 1 Vz" from walls, per section 3307{e.1). Per section 3307(e.1), handrails shall meet the following requirements: 1. Be continuous. * 2. Located 34" to 38* in height above the ramp surface. 3. Have 12" extensions beyond the top and bottom. 4. Ends shall be returned. If ramp exceeds lO'O" in length (and ramp is not bounded by walls, curbs or wheel guides shall be provided, per section 3307(h.1). * Wall surfaces, adjacent to handrails, shall be free of sharp or abrasive elements, (i.e., no stucco), per section 3307(e.1). Non-RssidBntial Acctss Rsquiremsnts Page 4 Plan Review Corrsctian List ^?"! 15, 1334 ENTRANCES AND CIRCULATION: §* All entrances and exterior ground level exits shall be made accessible, per section 3301 (h). * When a building, or portion of a building, is required to be accessible (or adaptable), an accessible route of travel shall be provided to al} portions of the building, to accessible building entrances and between the buiiding and the public way. See section 3103A(i)2. DOORS: A 0 © Per section 3304(f), every required passage door shall have a minimum 32" clear width. Door hardware shall be of the lever or push type and mounted 30" to 44" above the floor, per section 3304[c.1). Per section 3304(11),regardless of the occupant load, there shall be a level floor or landing on each side of the door. The floor or landing shall not be more than / " lower than the threshold of the doorway. Note: An exception is permitted for exterior landings, which may slope up to '/ " per foot (2%) in any direction, for surface drainage, per section 413. Per section 3304(c.1), all hand-activated door opening hardware shall rnest the following requirements: 1. Shall be centered between 30" and 44" above the floor. 2. Latching and locking doors that are in a path of travel shall be operated with a single effort by lever type hardware, panic bars, push-pull activating bars or other hardware designed to provide passage without the ability to grasp the opening hardware. 3. Locked doors shall exit in the direction of travel. The lower 10" of all doors shall be smooth and uninterrupted to allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. Narrow frame doors may use a 10" high smooth panel on the push side of the door. Where turnstiles are used to provide fully controlled access, such as where an admission price is charged, a door or gate that is accessible to persons with disabilities, shall be provided adjacent to or within 30'0" from each turnstile entrance or exit. This passageway shall provide 32" clear opening and remain unlocked during business hours. The width of the level area, on the side to which a door (or gate) swings, shall be as follows per section 3304C.1): 1. Extend 24" past the strike edge of the door for exterior applications. 2. Extend 18" past the strike edge of the door for interior conditions. 3. Extend 12" past the strike edge on the push side if door has latch and closer. The space between two consecutive door openings in a vestibule, serving other than a required exit stairway shall provide a minimum of 48" of clear space from any door opening into the vestibule when door is open 90 degrees, per section 3304(i.1). Doors in series shall swing either in the same direction or away from the space between the doors. Maximum effort to operate doors shall not exceed 8 / pounds for exterior doors and 5 pounds for interior doors. Such push or pull effort shall be applied at rig fit angles to hinged doors and at the center plane for sliding doors. Where fire doors are required, the maximum effort to operate the door may be increased to 15 pounds. See section 3304(i.2)1. Per section 3304(i. 1)2.8, the level area at floors or landings shall have a length at least 60" in the direction of door swing and at least 48" (or 44" if doors don't have latches or closers) in the direction opposite the door swing. NOTE: See Figure 33-2. Where a door opens into a stair of a smokeproof enclosure, the required landing need not have a length of 60", per section 3304(i.1)2D(1). SPECIAL HAZARDS: A Objects projecting from walls with their leading edges between 27" and 80" above the finished floor shall protrude no more than 4" into walks, halls, corridors,passageways or aisles. Objects mounted at or below 27" above the finished floor may protrude any amount. Freestanding objects mounted on posts or pylons may overhang 12" maximum from 27" to 80" above the ground surface or finished floor. Abrupt changes in level exceeding 4" adjacent to walks, such as at planters or fountains, except between walks and adjacent streets or drives, shall be identified by 6" high warning curbs projecting at least 6" above the walk surface per section 3325(a) except when a guardrail or handrail is provided. If a guardrail or handrail is provided, no curb is required when a guide rail is provided centered 3" (*/ 1") above the /• Non-Residential Access Requirements Page 5 Plan Review Correction List April 15. 1994 surface of the walk or sidewalk. If a walk crosses or adjoins a vehicular way and the walking surfaces are not separated by curbs or other elements, the boundary shall be defined by a continuous detectable warning which is 35" in width. The surface shall be raised truncated domes in a staggered patten with a diameter cf nominal O.S" at the base tapering to 0.45" at the top, a height of 0.2" and a center to center spacing cf nominal 2.35". At transit boarding platforms, the pedestrian access shall be identified with a directional detectable texture. The raised bars shall be 1.3" wide and 3" from center-to-center off each bar. This surface shall be placed behind yellow detectable warning texture (truncated domes) and aligned with all coo's cf transit vehicles. NOTE: See Figure 31-23. If carpet or carpet tile is used on a ground or floor surface in a common use area, it snail have firm backing or no backing. The maximum pile height shall be / ". Exposed eices of carpet shail be fastened to floor surfaces and have trim along the entire edge of the exposed edge and trim shall comply with the requirements for changes in level. STAIRWAYS AND HANDRAILS: Handrails are required on each side of stairs, per section 3306(i.1)1. Handrails shall be located 34" to 38" above the nosing of the treads. Handrails shall extend a minimum of 12" beyond the top nosing and 12" plus the tread width beyond the bottom nosing. ' The handgrip portion of handrails shall not be less than 11/ " nor more than 11/ " in cross sectional dimension or the shape shall provide an equivalent gripping surface. The handgrip portion shall have a smooth surface with no sharp corners. Handrails shall be designed to provide a grasping surface to avoid the person from falling. The spacing of brackets shall not exceed 8 feet and be such that the attachment is capable of withstanding a load of at least 200 pounds applied in any direction at any point on the rail. Per section 3306(p), approved stairway identification signs, showing whether or not a roof access exists, the floor level, and the upper and lower level of the stairway terminus, shall be located at each floor level in all enclosed stairways in buildings two or more stories in height. The information is to be shown using raised Arabic numerals and raised braille symbols which conform to section 3105A(e)3. The sign shall be located approximately 5'0" above the floor landing and readily visible when the door is open or closed. The upper approach and the lower tread of each stair shall be marked by a strip of clearly contrasting color at least 2" wide and placed parallel to and not more than 1" from the nose of the step or landing. The strip shall be as slip resistant as the other treads of the stair. For exterior stairs, the upper approach and all treads shall be marked. h Tread surfaces shall be slip resistant and smooth, rounded or chamfered exposed edges and no abrupt edges at the nosing. Nosing shall not project more than 1 / " past the face of the riser above. Risers shall be solid (open risers are not permitted). Per section 3306(i.1)2F, handrails projecting from a wall shall have a space of 1 / " between the wall and the rail. Handrails may be located in a recess maximum 3" deep extending at least 18" above the top of the rail. Wall surfaces, adjacent to handrails, shall be free of sharp or abrasive elements, (i.e., no stucco) per Sec. 3306(i.1)2.F. ELEVATORS: Per section 5103(d.1), in buildings two or more stories in height, served by elevator(s), all elevators shall comply with the requirements contained in Chapter 51 of Title 24. Elevators shall be automatic and be provided with a self leveling feature that will automatically bring the car to the floor landings with a tolerance of (*/)'/" under normal loading and unloading conditions. The clearance between the car platform sill and the edge of the hoistway landing shall be not greater than iV, per section 5103(d.1)1. The minimum clear width for elevator doors shall be 36", per section 5103(d. 1 )3. Doors shall be provided with a door reopening device, which will function to stop and reopen a car door and adjacent hoistway door in case the door is obstructed while closing. See section 5103(d.1 )4 for additional requirements. Per section 5103(d.1)6, the elevator car inside shall comply with the following requirements: 1. The minimum clear distances between walls, or between the walls and door, excluding return f t. Non-Residential Access Requirements F«ge 6 Plan Review Correction list April 15. 1994 panels, shall be not less than a. 80" by 54" (for center opening doors). b. 68" by 54" (for side-slide opening doors). c. Minimum distance from walls to return panel shall net be less than 51" NOTE: See figure 51-A for further details. E. A handrail shall be provided on one wall of the car, preferably the rear. The rails shall be smooth and the •/ inside surface at least 11/" clear of the walls at a nominal height of 32" from the floor. Nominal = (~/)1". F. Call operation buttons shall be within 3'6" of the floor. See section 5103id. 1)8 for additional requirements. ft. * Special access lifts may be provided between levels, in lieu of passenger elevators, when the vertical distance-between landings, structural design and safeguards are permitted by the State cf California, Division of the State Architect, Access Compliance Section, the Department of Industrial Relations, Division of Occupational Safety and Health, and any applicable safety regulations or other administrative authorities having jurisdiction. If lifts are provided, they shall be designed and constructed to facilitate unassisted entry, operation and exit from the lift. See section 5107(a) for specific requirements. SANITARY FACILITIES: Sanitary facilities that serve buildings, facilities, or portions of buildings or facilities that are required to be accessible to persons with disabilities, shall be made accessible unless the enforcing agency determines that compliance with these standards would create an unreasonable hardship and equivalent facilitation " is provided per section 3105A(b)1. (&\ See exceptions to section 3105A(b)1. regarding the requirements for equivalent facilitation under unreasonable hardship. (1) Accessible sanitary facilities must be usable by a physically disabled person within a reasonable distance of accessible areas. (2) Equivalent facilitation would provide for either a lateral or front transfer toilet stall. NOTE: See Figure 31-1 C. ^.^ (3) Doors shall have a clear and unobstructed opening of at least 30". (Cj Per section 3105A(b)1.A, where separate facilities are provided for nondisabled persons of each sex, separate facilities shall be provided for the disabled persons of each sex as well. Where unisex facilities are provided for nondisabled/disabled persons, such unisex facilities shall be provided for the disabled. p. Where facilities are to be used solely by children, the specific heights may be adjusted to meet their ^.^ accessibility needs per section 3105A(b)1.B. (y Per section 3105A(b)1.C., passageways leading to sanitary facilities shall have clear access widths as specified in chapter 33. All doorways shall have a minimum 32" clear opening and a level and clear area for a minimum depth of 60" in the direction of the door swing and 44" where the door swings away from ^^ the level and clear area. In addition, all strike edge clearance dimensions are required to be met. (FJ Doorways leading to mens sanitary facilities shall be identified by an equilateral triangle '/ " thick with edges 12" long and a vortex pointing upward. Women's facilities shall be identified by a circle, / " thick, 12" in diameter. Unisex facilities shall be identified by a circle with a triangle superimposed on the circle and within the 12" diameter. Tne required symbols shall be centered on the door at a height of 60". See section 3105A(b)1.D. See 3105A(e) 10 for additional signage. MULTIPLE ACCOMMODATION SANITARY FACILITIES: A. Sanitary facilities that serve buildings, facilities, or portions of buildings or facilities that are required to be accessible to persons with disabilities, shall be made accessible unless the enforcing agency determines that compliance with these standards would create an unreasonable hardship and equivalent facilitation is provided per section 3105A(b)1. Per section 3105A(b)3.A.(ii), a water closet fixture located in a compartment shall provide the following: 1.. A minimum of 28" clear space from a fixture or a minimum of 32" wide clear space from a wall at one side. 2. A minimum of 48" long clear space shall be provided in front of the water closet if the compartment has a end opening door (60" is required for side opening doors). 3. Grab bars shall not project more than 3" into the clear spaces indicated. Water closet doors shall be equipped with a self closing device and have a minimum 32" clearance when Mon-Residsntial Access Requirsmsnts Fags 7 Plan Review Corrector) List April 15, 1994 located at the end (and 34" when located at the side). See section 3105A(b)3.A.(i:i). When standard compartment doors are used, with minimum 9" clearance for foctrests underneath and a self closing device, the clearance at the strike edge as specified in section 33G4(i.1)2C. is net required. SINGLE ACCOMMODATION FACILITIES: (A) * As per section 3105A(b)3.B., there shall be a sufficient space in the toilet room for a wheelchair ^^^ measuring 30" x 48" to enter the room and permit the door to close. \'o door shall be permitted to encroach into this space. There shall be a clear floor space at least 60" in diameter, or a T-shaped space ^^^ as shown in Figure 31-12 (a) and (b). Doors are not permitted to encroach into this space. 3^ The water closet shall be located in a space which provides a minimum 23" clear s;ace from a fixture or 32" ciear space from a wall on one side. A minimum of 48" clear space shall be provided in front of the ^^^ water closet. (CJ For bathrooms serving hotel guest rooms, see section 1214(d). RESTROOM FIXTURES AND ACCESSORIES: In new construction, water closets in accessible restrooms shall meet the following requirements per section 5-1502: 1. The height of the water closet seat shall be between 17" and 19". 2. The controls shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. 3. The controls for flush valves shall be mounted on the side of the toilet area and be no more than 44" above the floor. 4. The force required to activate the controls shall be no greater than 5 pounds of force. 5. In alterations where the existing fixture is less than 15" high, a 3" seat shall be permitted. Urinals in accessible restrooms shall meet the following requirements per section 3105A(h)4. and 5-1503: 1. The rim of at least one urinal shall project 14" from the wall and be located 17" maximum above the floor. 2. The force required to activate the flush valve shall be a maximum of 5 pounds of force. 3. The control mechanism shall be located a maximum of 44" above the floor. 4. A minimum of 30" x 48" clear floor space shall be provided in front of the urinal. Lavatories shall comply with the following requirements per section 3105A(b)4.A., 3105A(h)4. and 5- 1504: 1. A minimum of 30" x 48" clear space shall be provided in front of the lavatory for forward approach. The clear space may include knee and toe space beneath the fixture. 2. The clear space beneath lavatories shall be a minimum of 29" high x 30" wide x 8" deep at the top and 9" high x 30" wide and 17" deep at the bottom from the front of the fixture. The maximum height of the counter top shall be 34" 3. All hot water and drain pipes under the lavatory shall be insulated. 4. The faucet controls and operating mechanism shall be of the type not requiring tight grasping, pinching or twisting of the wrist and have an operating force of not greater than 5 pounds. 5. If self-closing valves are used, they shall remain open for at least 10 seconds. Showers and shower compartments shall comply with the requirements of sections 5-1505 and 3105A(b)5. and 6: 1. Compartments shall be 42" in width between wall surfaces and 48" in depth with an entrance opening of 36" minimum. NOTE: See Figure 31-2A. 2. Grab bars shall comply with section 3105A(b)3.C.(ii), (iii) and (iv). They shall be located on walls adjacent to and opposite the seat and mounted 33" to 36" above the shower floor. NOTE: See Figure 31-2A. 3. When a threshold or recessed drop is used, it shall be a maximum of V " in height and shall be beveled or sloped at an angle of not more than 45 degrees from the horizontal. 4.^ The shower floor shall slope toward the rear of the compartment to a drain located within 6" of the rear wall. Maximum slope of the floor shall be / " per foot in any direction. 5. The floor surface shall be of Carborundum, grit faced ^ile or of material providing equivalent slip resistance. 6. A folding seat located on the wall opposite the controls and mounted 1 8" above the floor shall be provided. tis! Accsss Rsquirsments ?*e* 3 Plan Review Correction List April 15. 1SS4 NOTE: See Figure 31-2A. 7. The soapdish shall be located on the control wall at a maximum height of £0" above the shower floor. 8. Showers in all occupancies shall be finished as specified in section 3105A(b)5 to a height of not less than 70" above the drain inlet. 9. \Vhere no separate shower compartment is provided, the shower shall be located in a corner with L-shsped grab bars extending along two adjacent walls with a folding seat adjacent to the shower controls. 10. A flexible hand-held shower unit, with a hose at least 60" long shall be provided with head mounting height of 48" A.F.F. Two wall-mounted heads may be installed in iieu of the hand-heid unit in areas subject to excessive vandalism per section 5-1 505. Per section 5-1506, bathtubs shall be provided with a shower spray unit having a hcse at least 60" long that can be used as a shower. Enclosures shall not obstruct controls or transfer from a wheelchair. Tracks . of enclosures shall not be mounted on their rims. NOTE: See Figures 31-8, 31-9A and 31-98. FJ Grab bars shall comply with the following per section 3105A(b)3.C.: 1. Grab bars shall be located on each side or one side and the back of the physically disabled accessible toilet stall or compartment. They shall be securely attached 33" above the floor and parallel except where a tank-type toilet is used which obstructs placement at 33", the grab bar may be installed as high as 36". 2. Grab bars at the side shall be located 15" to 161/" ("71") from the center line of the water closet stool and be at least 42" long with the front end positioned 24" in front of the stool. Total length of bars at the back shall not be less than 36". 3. The diameter or width of the grab bar gripping surface shall be 1 V " to 1V " or the shape shall provide an equivalent gripping surface. If mounted adjacent to a wall, the space between the wall and the grab bar shall be 1 V ". 4. See section 3105A(b)3.C.[iiif for structural strength requirements. NOTE: See Figures 31-1 A, 311B, 31-1C, 31-2A, 31-9A and 31-9B. -u * Per section 3105A{b) and (c), where lockers are provided for the public, clients, employees, members or participants, at least one and not less than 1 % of all lockers shall be made accessible to the physically ^^^ " disabled. A path of travel of not less than 36" in clear width shall be provided to those lockers. 'HJ Where towel, sanitary napkins, waste disposal and other similar dispensing and disposal fixtures are provided, at least one of each type shall be located with all operable parts within 40" of the floor. Mirrors _^^ shall be mounted with the bottom edge no higher than 40" above the floor. LJ Toilet tissue dispensers shall be located on the wall within 12" of the front edge of the toilet seat per section 3105A{b}4.C. DRINKING FOUNTAINS: Where water fountains are provided they-shall comply with section 3105A(d) 1: 1. Water fountains shall be located completely in an alcove or otherwise so positioned so as to not encroach into pedestrian ways. 2. The alcove in which the water fountain is located shall not be less than 32" in width and 1 8" in depth. 3. See section 1 507 of the California Plumbing Code for additional requirements. NOTE: See Figure 31-3 of Title 24 for specific dimension requirements. TELEPHONES: AJ Where public telephones, or public pay phones, are provided they shall comply with the requirements of section 3105A(d)2: 1. A clear space at least 30" x 48" that allows either a forward or parallel approach by a person using a wheelchair shall be provided. Clear floor or ground space for wheelchairs may be part of the knee space required under some objects. 2. One full unobstructed side of the clear floor or ground space for a wheelchair shall adjoin another wheelchair clear floor space. If the clear space is located in an alcove, or otherwise confined on all or part of three sides, additional maneuvering clearances shall be provided. Bases, enclosures and fixed seats shall not impede approaches to telephones by people who use wheelchairs. 3. If telephone enclosures are provided, they may overhang the clear floor space required. See DA/NR/G Non-Residential Access Requirsmsnts P^BS 9 Plan Review Correction List April 15. 1954 Rgures 31-4 (a), (b), and (c). If enclosures protrude into walls, halls, corridors or aisles, the cord from the handset shall be at least 29" long. 4. The highest operable part of the telephone shall be 48" maximum as specified in section 3105A(h)4C and D and Figures 31-5C and 31-50. Telephones mounted in a corner that require wheelchair users to reach diagonally shall have the highest operable part no higher than 54" above the floor. 5. Telephones shall be equipped with a receiver that generates a magnetic field in the area of the receiver cap. If banks of public phones are provided, then at least 25%, but always at least one per bank, including closed-circuit telephones in a building or facility, shall be equipped with a volume control capable of producing a minimum of 12 dbA and a maximum of 18 dbA above normal. 6. Public telephones with volume control shall be hearing aid compatible and shall be identified by a sign containing a depiction of a telephone handset with radiating sound waves. 7. * if four or more public pay phones are provided and at least one is at an interior location, then at least one interior public text telephone complying with section 3105A(d)2l(ii) and (iii) shell be provided, per section 3l05A{d)2l(i). Also, they are required for stadiums, arenas, convention centers and covered malls. 8. Text telephones shall be identified by the international TDD symbol (See Figure 31-14). Directional signage is required to be provided, adjacent to all banks that do not contain a text telephone, indicating the location of the nearest text telephone. If a facility has no banks, the signage shall be provided at the building entrance or building directory. NOTE: See Figures 31-4 (a), (b), {c) and 31-5A, C and D for required specific dimensions. DA/MR/G REMODEL OR TENANT IMPROVEMENT CONSTRUCTION VALUATION The Building Official is mandated by State law to determine the value ot" work proposed in each application for a Building Permit. The value t:o be used, shall be the total value of all construction work for which the permit is issued as well as all finish work, painting, roofing, electrical, plumbing, heating, air conditioning, elevators, fire exting- uishing systems and any other permanent equipment. Uniform Building Code Section 304 (a) *********************•*•»•*•*******************************:•;***•**********•* SITE ADDRESS ±Q2J3 0-tfSST'A/ti.T' /fri/gAkte PLAN CHECK NO. DESCRIPTION 0? PROPOSED WORK AREA 0? 11 REMODEL I I TENANT IMPROVEMENT II ADDITION PROPOSED WORK INCLUDES: NEW SUSPENDED CEILING I1 YES II NO NEW HVAC C~l YES Q NO NSW FIRE SPRINKLERS f~~i YES t 1 NO NSW PARTITIONS II YES (] NO NEW PLUMBING II YES II NO NEW ELECTRICAL Ii YSS II NO HAS A CONTRACTORS ESTIMATE 3SEN RECEIVED FOR THE PROPOSED WORK? [ ]YES [ ]NO ITEMIZED COST ESTIMATE IS ATTACHED f ] YSS ( ] NO I CERTIFY THE VALUE OF ALL PROPOSED CONSTRUCTION WORK COVERED 3Y THE PERMIT APPLICATION INCLUDING: ALL STRUCTURAL WORK, FINISH WORK, PAINT- ING, ROOFING"/ ELECTRICAL, PLUMBING, HEATING, AIR CONDITIONING, ELEVATORS, FIRS EXTINGUISHING SYSTEMS, AND ALL PERMANENT EQUIPMENT IS:? THIS VALUE IS' BASED ON: • CD DESIGNER'S ESTIMATE: , O" CONTRACTOR'S ESTIMATE Ii OTHER, DESCRIBE BASIS THE ABOVE INFORMATION IS TRUE AND CORRECT I 1 APPLICANT 1 1 DESIGNER ( ) CONTRACTOR PLAN CHECKER USE ONLY THE VALUE IS ACCEPTABLE I I YES l~~| NO AN ITEMIZED COST BREAKDOWN IS REQUIRED TO CONFIRM THE ESTIMATED CONSTRUCTION VALUE. CD YES CD NO BY: DATE: / -> •> / n c Plan File No. Project Address 3j* REMODEL OR TENANT IMPROVEMENT INFORMATION FORM <4Z(s Jurisdiction Date Page 1 of 2 £~~IO REMODEL OR TENANT IMPROVEMENT BUILDING CODE INFORMATION REQUIRED PRIOR TO ?LAK SU3MITTAL In order to complete a plan review of a remodel or tenant improvement- within an existing building it is necessary that the information in lines 1-11 be provided or rhe approved plans be provided for the existing building. i. Circle the existing type of construction for this bull dins,: I, II-FR., II-lhr., II-N, III-lhr., III-N, IV, V-lhr . ,Cy_i^ 2 . } Does this building have fire sprinklers throughout? Does the proposed project create a change in u Yes" No Describe the previous use of the project area Yes 2/f Does the proposed project create a change in use or occupancy classification? ' Yes" No Describe the proposed use of the project area 0Existing Building Area_ How many stories are in this building?_ What story is the improvement on? Improvement Area_ | © Does this project involve alterations to: Existing fire walls Yes No Existing floor or roof loads Yes No Existing building structure Yes No Existing HVAC equipment Yes No Existing electrical service loads Yes No Existing Lighting Yes No If "YES", see £10 below If "YES", see £10 below What is the approximate date that construction of the existing building was permitted? ENERGY CONSERVATION Which of the following were checked and approved for Title 24 Energy Conservation at the time the original building was approved: Building envelope Yes No Area lighting Yes No KVAC equipment Yes No Water heating Yes No 0 Will the proposed project significantly alter any elenent that was acorcved? Yes, No If -YES", see 810 below HANDICAPPED ACCESS FACILITIES Which of the following has been approved for compliance with the handicapped access standards of Title 24, CAC: Parking & access to the building Yes No Building entrance doors Yes No Building stairs & elevators Yes No Existing public restrooas Yes No 9/17/93 Page 2 of 2 ENERGY DOCUMENTATION Remodels to existing conditioned spaces require that a certificate of compliance form be completed, signed and imprinted on the plans. Additionally, if the building envelope, lighting or KVAC equipment are to be altered or added, appropriate State required documentation must be submitted. PLAKS a. Plans shall clearly show all demolition and new construction proposed. b. Plans shall clearly show exit systems, fire rated construction details, occupancy requirements, handicapped access provisions and other requirements necessary to show the work will comply with adopted codes and ordinances. c. If structural revisions or increased live or dead loads are proposed the structural plans, details and calculations shall be provided and shall be signed by a California licensed engineer or architect. d. If electrical system revisions or increased electrical loads are needed provide electrical plans and specifications showing location of panels, panel schedules, existing service size, existing building load, additional loads, wiring method, exit signs and emergency lighting when required. e. If plumbing revisions or additions are proposed provide plumbing layout, details and specifications. Include sizing calculations when necessary to justify pipe sizes. f. All sheets of the plans are required to be signed by the responsible designer. Information is provided by Title Date: Prepared by: Jurisdiction CARLSBAD VALUATION AND PLAN CHECK FEE Bldg. Dept. Esgil PLAN CHECK NO. 7 4- - BUILDING ADDRESS 2G APPLICANT/CONTACT _£ BUILDING OCCUPANCY __ TYPE 0? CONSTRUCTION PHONE NO/^/'O DESIGNER PKONE CONTRACTOR PHONE BUILDING PORTION fZFMOp&L frOPK Air Conditioning Commercial Residential .-. Res. or Comm. Fire Sprinklers BUILDING AREA 4-137 <£/£ 1 Total Value VALUATION MULTIPLIER ^B, {TV &-±v '@ •0 e • • VALUE 1 C^L^. £&5> 4^&&L/^ 1 I ^ ^6 ^ Building Pern it Fee S Plan Check Fee S 2-7 COM HEMTS: SHEET / OF I O / Q "7 City of Carlsbad Engineering Department DATE: BUILDlKfG ADDRESS: PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER: BUILDING PLANCHECK CHECKLIST i^a &*-&*£**/ s&T <U«*JL <rv •? .?<!> -EST. <VALUE APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. I IA Right-of-Way permit is required prior to construction of the following improvements: ENGINEERING DEPARTMENT DENIAL Please see the attached report of deficiencies marked with D Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By:.Date: By:_Date: By:.Date: IOB1ZATIQN TO 1SSU6 FOR OFFICIAL USE ONLY ATTACHMENTS ENGINEERING DEPT. CONTACT PERSON I I Dedication Application LJ Dedication Checklist I—I Improvement Application I I Improvement Checklist I—I Future Improvement Agreement I—I Grading Permit Application t_J Grading Submittal Checklist I—I Right of Way Permit Application LJ Right of Way Permit Submittal Checklist and Information Sheet I—I Sewer Fee Information Sheet P:\DOCS\CHKLST\BP0001 .FRM NAME: City of Carlsbad ADDRESS: 2075 Las Palmas Dr.. Carlsbad. CA 92009 PHONE : (619)438-1161. Ext. A-4 REV 05/11/94 2O75 Las Palmas Dr. • Carlsbad, CA 92OO9-1576 • (619) 438-1161 • FAX (619) 438-0894 BUILDING PLANCH ECK CHECKLIST SITE PLAN 3rdv/ D 1. Provide a fully dimensioned site plan drawn to scale. Show: A. North Arrow D. Property Lines Easements B. Existing & Proposed Structures E. Easements C. Existing Street Improvements F. Right-of-Way Width & Adjacent Streets D D 2. Show on site plan: A. Drainage Patterns C. Existing Topography B. Existing & Proposed Slopes D 3. Include note: "Surface water to be directed away from the building foundation at a 2% gradient for no less than 5' or 2/3 the distance to the property line (whichever is less)." [Per1985UBC2907(d)5]. o On graded sites, the top of any exterior foundation shall extend above the elevation of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus two percent1 (per 1990 UBC 2907(d)5.). D 4. Include on title sheet A. Site address B. Assessor's Parcel Number C. Legal Description For commercial/industrial buildings and tenant improvement projects, include: Total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION P:\DOCS\CHKLST\BP0001.FRM Page 1 Of 4 REV 05/11/94 BUILDING PLAN CHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE 5. Project does not comply with the following Engineering Conditions of approval for Project No. Conditions were complied with by: Date: DEDICATION REQUIREMENTS D D 6. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ -pursuant to Code Section 18.40.030. Dedication required as follows: Attached please find an application form and submittal checklist for the dedication process. Provide the completed application form and the requirements on the checklist at the time of resubmittal. Dedication completed by Date: IMPROVEMENT REQUIREMENTS D 7a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ -pursuant to Code Section 18.40.040. Public improvements required as follows: Please have a registered Civil Engineer prepare appropriate improvement plans and submit them together with the requirements on the attached checklist for a separate plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. Attached please find an application form and submittal checklist for the public improvements requirements. Provide the completed application form and the requirements on the checklist at the time of resubmittal. Improvement Plans signed by: Date: P:\DOCS\CHKLST\BP0001 .FRM Page 2 Of 4 REV 05/11/94 BUILDING PLANCHECK CHECKLIST 1stv/ 2nd>/ 3rcV P D D 7b. Construction of the public improvements may be deferred pursuant to code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $ so we may prepare the necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future public improvements required as follows: Improvement Plans signed by: Date:. D D. D 7c. Enclosed please find your Future Improvement Agreement. Please return signed and notarized Agreement to the Engineering Department. Future Improvement Agreement completed by: Date: D D 7d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. D D D 8a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). D D D 8b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be Submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date: D 8c. No Grading Permit required. P:\DOCS\CHKLST\BP0001 .FRM Page 3 Of 4 REV 05/11 /94 BUILDING PLANCHECK CHECKLIST MISCELLANEOUS PERMITS 3rdv/ D D 9. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, trees, driveways, tieing into public storm drain, sewer and water utilities. Right-of-Way permit required for A separate Right-of-Way permit issued by the Engineering Department is required for the following: D D 10. A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page. D 11. INDUSTRIAL WASTE PERMIT is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Permit. Industrial waste permit accepted by: Date: P:\DOCS\CHKLST\BP0001.FRM Page 4 Of 4 REV 05/11/94 ENGINEERING DEPARTMENT ENGINEERING REVIEW SECTION FEE CALCULATION WORKSHEET Estimate based on unconfirmed information from applicant. Calculation based on building plancheck plan submittal. Address:Bldg. Permit No.. Prepared by:_Date:Checked by:_Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: Sq. Ft.:EDU's: Total EDU's: APT CALCULATIONS: List types and square footages for all uses. Types of Use:. Sq. Ft.: ADTs:_ Total ADTs: PUBUCfAClUTIES FEE REQUIRED D YES U NO (See Building Department for amount) •UN CFD: D YES (no bridge & thoroughfare fee, D NO reduced Traffic Impact Fee) D 1.PARK-IN-LIEU FEE FEE/UNIT: PARK AREA: X NO. UNITS: D 2.TRAFFIC IMPACT FEE ADTs: D 3. BRIDGE AND THOROUGHFARE FEE ADTs: D 4. FACILITIES MANAGEMENT FEE SQ.FT.: D 5. SEWER FEE PERMIT No. EDU's: FEE/ADT: FEE/ADT:_ ZONE: =$_ =$_ FEE/SQ.FT.:=$ FEE/EDU: BENEFIT AREA: EDU's: DRAINAGE BASIN:. X FEE/EDU: =$_ =$_ 6. SEWER LATERAL ($2,500 DEPOSIT) 7. WATER FEE EDU's: X =$ FEE/EDU:=$ TOTAL OF ABOVE FEES*: $ *NOTE: This calculation sheet Is NOT a complete list of all fees which mav be due. P:\DOCS\MISFORMS\BPOOOZFRM REV 04/12/94 Plan Check J^o. Planner PLANNING CHECKLIST Address Phone 438-1161 ext. (Name? 5"-3 30- 11 II V (D (U 10o o o APN: Type of Project and Use _ Zone Kr~ I Facilities Management Zone j_ Legend 8 4) 4) 4) 555 c c c(0 fl3 (0 o. a o. I I Item Complete Item Incomplete - Needs your action 1,2,3 Number in circle indicates plancheck number where deficiency was identified 0 D D Environmental Review Required: YES NO VTYPE DATE OF COMPLETION: ' Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval 0U D Discretionary Action Required: YES _ NO ^__ TYPE DATE: _APPROVAL/RESO. NO. PROJECT NO. OTHER RELATED CASES: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval ^ California Coastal Commission Permit Required: YES NO \/_ DATE OF APPROVAL: San Diego Coast District, 3111 Carnino Del Rio North, Suite 200, San Diego, CA. 92108-1725 (619) 521-8036 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval BCJ Landscape Plan Required: YES ^ NO See attached submittal requirements for landscape plans Site Plan: ODD nan ana ana Zoning: 3. 4. Provide a fully dimensioned site plan drawn to scale. /Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-ojF^vay width and dimensioned setbacks. Show on Site Plan: Finish floor elevario'ns, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway. Provide legal description/of property. Provide assessor's/parcel number. ront: Int. Side: Street Side: Rear: 2. 3. 4. D Additional Comments Lot coverage: Height: Parking: Required Required Required Required Required Required Spaces Required Guest Spaces Required Shown Shown Shown Shown Shown Shown Shown Shown OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE PLNCK.FRM City of Carlsbad 94111 Fire Department • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report: Monday, May 9,1994 Reviewed bv: Contact Name Edward Gros Address 11650 Iberia Piste 216 City, State San Diego CA 92128 Bldg. Dept. No. 94-486 Planning No. Job Name Pilgrim U. Church Job Address 2020 Chestnut Ste. or Bldg. No. E3 Approved - The item you have submitted for review has been approved. The approval is based on plans; information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. D Disapproved - Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. For Fire Department Use Only Review 1st 2nd 3rd Other Agency ID CFD Job# 94111 File# 2560 Orion Way • Carlsbad, California 92008 - (619) 931-2121 LOCAL APPLICATION FOR EXEMPTION FROM STATE OF CALIFORNIA TITLE 24 ACCESSIBILITY REQUIREMENT(S) Documentation of Unreasonable Hardship: Project Address: IbW OUeSTWT AV£, QEIS6AP Plan Review #: Owner: PlLfrfilrt (WTEP O\OM ft #J|C(ST Telephone: Applicant: UW /W^IT^TcPfie )Mc Telephone: I hereby request an exemption from Title 24 Accessibility Standards pertaining to reasonable availability to, or usage by, the physically disabled. The following information is provided to assist the Building Official in the determination of unreasonable hardship. (Please answer all items): 1 . The nature of the use of the facility under construction and its availability to disabled persons: 2. The cost of providing access: $ 3. The cost of all contemplated construction: $ 4. The access feature increases the cost of construction by: % 5. The impact of proposed improvements on financial feasibility of the project TM£ figvigpEUKgg kOCtegT CAP 6. The nature of accessibility which would be gained or lost: BE, . TOILET Attachments provided for the above. The following individuals provided information listed in the above section: Architect Address Signature and Date Owner Address Signature and Date NOTICE If approved, the determination of unreasonable hardship and this documentation do not allow an exemption from any other access requirement. The exemption requested by this form appb'es to the following item(s) of the project, which is shown on pages T~l , A-l , _ , _ __, of the plans: 2. LEWg PfcC»g-HOTO TolUTT S . [ ] Equivalent facilitation will be provided as specified in Section Title 24, California Administrative Code 1x3 Provision for equivalent facilitation is not required as per Section Title 24, California Administrative Code Submi Signatur Date Print Name BUILDING OFFICIAL DECISION APPROVES* [ ] DENIED I -* Signature of City Building Official Date Print Wame ATTACHMENT(S)Findings by Building Official Submitted by Applicant Date submitted by Applicant APPEALS NOTICE INFORMATION Pursuant to Health and Safety Code, Section 19957, application can be made to the Board of Appeals for review within 90 days of complaint. Application for such appeals can be made within 1 0 days of the Building Official's decision. [ ] Issue to be considered at Appeals Board Edward Gros Lord Architecture 11650 Iberia Place, Suite 216 San Diego, CA 92128 Re: Accessibility Requirements @ 2020 Chestnut, Carlsbad, CA Dear Mr. Gros, Please make the following modifications to your construction documents to provide equvalent facilitation at the proposed remodel addressed above: 1. The Parking as shown on the Site Plan is sufficient to accomodate accessibility. No changes are necessary. 2. The restrooms in the church must be modified to be accessible as noted below. 3. Reverse the door swing on both restrooms so as not to encroach into the available floor area. Maintain 18" strike side clearance. 4. Move the lavatories over to the sidewall to maximize the available floor area between the toilet and the lavatory. 5. Provide backing and grab bars to facilitate chair transfers. Lord Architecture Inc. 11650 Iberia Place, Suite 216 PILGRIM UNITED CHURCH OF CHRIST San Diego, California 92128 2020 CHESTNUT AVENUE 619«485'6980 CARLSBAD, CA 92008 619'487'1264/ax CHURCH REMODEL COST ESTIMATE TO UPGRADE EXISTING SITE & BUILDING ELEMENTS FOR ACCESSIBILITY MAY 18, 1994 1. MAKE EXISTING HANDICAP PARKING SPACES MORE ACCESSIBLE (ADD POLE SIGNS) $600 2. MAKE THREE EXTERIOR ENTRIES TO BUILDING ACCESSIBLE (REMOVE OLD DOORS, FRAME NEW OPENINGS, PATCH OLD OPENINGS, REMOVE STUCCO FROM ENTIRE NORTH EXTERIOR WALL AND ADD STRUCTURAL PLYWOOD WITH NEW STUCCO TO MAKE SHEAR WALL PERFORM WITH NEW OPENINGS, ADD DOORS AND FINISH HARDWARE) $15,800 3. MAKE EXISTING TOILET ROOMS MORE ACCESSIBLE (REMOVE FLOORING, DOORS, AND PORTION OF WALL, ADD NEW WALLS SO THAT ROOMS ARE LARGER, ADD DOORS WITH FINISH HARDWARE AND SIGNAGE, ADD FLOORING, PAINT ROOMS, ADD GRAB BARS, REMOUNT TOILET ROOM ACCESSORIES) $2,800 TOTAL $19,200 (NOTE: $19,200 COST FOR UPGRADING EXISTING ELEMENTS IS 25% OF THE TOTAL CONSTRUCTION COST OF $78,100) PREPARED BY: R. BENNETT LORD JR. ARCHITECT, NO. C-13208 Lord Architecture Inc. 11650 Iberia Place, Suite 216 San Diego, California 92128 619-485-6989 619'487'1264/ax PILGRIM UNITED CHURCH OF CHRIST 2020 CHESTNUT AVENUE CARLSBAD, CA 92008 CHURCH REMODEL CONSTRUCTION COST ESTIMATE MAY 18, 1994 (UPDATE BY LORD ARCHITECTURE OF PRELIMINARY COST ESTIMATE BYTRANBERG CONSTRUCTION , INC. DATED 2-4-94) 01070 02060 03300 05120 06100 06200 07550 08610 08700 09220 09250 09685 09700 09900 10400 16000 SUB-TOTAL OVERHEAD, TOTAL CLEAN UP DEMOLITION CONCRETE WORK STRUCTURAL STEEL ROUGH CARPENTRY FINISH CARPENTRY ROOFING WOOD WINDOWS FINISH HARDWARE STUCCO GYPSUM WALLBOARD CARPET RESILIENT FLOORING PAINTING MISC. SPECIALITIES ELECTRICAL SYSTEMS PROFIT & SUPERVISION(20%) $1,500 $3,000 $2,000 $4,000 $6,000 $12,600 $1,000 $1,500 $3,600 $2,200 $1,600 $8,300 $400 . $4,600 $800 $12.000 $65,100 $13,000 $78,100 PREPAR R. BENNETT LORD )R. ARCHITECT, NO. C-13208 ft a ENGINEERING, INC. STRUCTURAL ENGINEERS RUC"URAL CALCULAT (M PILGRIM CONGREGATIONAL CHURCH REMODEL/ADDITION DATE: 03/1994 1 1 1 1I^H 1 1' 1 - 1 1 1 • 1 • 1 1 1 GNRFI a ENGINEERING, INC. STRUCTURAL ENGINEERS 750 N. CITFtACADO PKVW.# 19 JOB MAIN/IE: ESCONDIDO.CA. 92029 PILGRIM CONGREGATIONAL CHURCH Tel: (619) 480-0482 Fax:(619)743-4106 JOB NO. 94.0309 COVER A. CONTENTS SECTION ITEM 1. DESIGN LOAD 2. ROOF FRAMING 3. FLOOR FRAMING PAGE D-1 R1TOR-3. F-1 TO F- 4. COLUMN AND FOUNDATION C-1 TO C- 5. WALL DESIGN 6. LATERAL ANALYSIS 7. MISCELLANEOUS 8. B. DESIGN CRITERIA 1. GOVERNING CODES: j» 2. SEISMIC ZONE: <d~ 3. MAX. SOIL BEARING: O£2-^> 4. MATERIAL AND DESIGN STRESSES: W-1 L-1 TO L-2£~ 19^| UBC 1989ACI NINTH EDITION AISC PSF CONCRETE F'c = 14&^O PSI, STEEL REINF, Fv=4<9 KSI STRUCTURAL STEEL: Fy= B'6 • C MASONRY BLK: F'm= BOLTED CONNECTION: A-307 SPECIAL INSPECTION YES OR GLBCOMBINATION 24F - V8 C. BASIC LIVE LOADS ROOF: *LG t O P*Sp- FLOOR: BALCONY: SPECIAL: / WII ? KSI & Fy=4^KSI PSI (3j§) •-I y^^^^^v |^Ho.M35*\S /l\\*\W*-W *Jl^7 ^/Wxs^p^l^x / / VJJW- ^^^_^>^ IA ly GNR ENGINEERING, INC. 750 N. Citracado Parkway #19 ESCONDIDO. CA 92029 (619) 480-0482 FAX (619) 743-4106 SHEET NO..D.l CALCULATED BY. CHECKED BY SCALE OF DATE. DATE. i.V . Dtt PRODUCT 204-1 (Single Slieels) 205-1 (Pjdiiedl //\egg/a Inc., Grolon, Mass 01471. To Order PHONE TOLL FREE 1-800-225-6380 GNR ENGINEERING, INC. 750 N. Citracado Parkway #19 ESCONDIDO, CA 92029 (619) 480-0482 FAX (619) 743-4106 JOB. SHEETNO OF_ CALCULATED BY_ CHECKED BY SCALE DATE /Ift H- ..... T;i n^m^^m^ HEIr ; v PRODUCT 201-1 ISinnle Slwlsl 705-1 (P.iiMnll //VOnS/™ Int Gralnn MK! OH71 To "rdet PHOBE T01L TRFF 1-800-?2S-6380 GNR ENGINEERING, INC. 750 N. Citracado Parkway #19 ESCONDIDO. CA 92029 (619) 480-0482 FAX (619) 743-4106 JOB. SHEET NO. __ CALCULATED BY_ CHECKED BY SCALE OF DATE. DATE. * :.jVL. PRODUCT 204-t (Single Stwls] 205-1 (Padded) iNSBsly Int, Grolon, Mass 01471. To Order PHONE TOLL FREE 1-800-225-6380 GNR ENGINEERING, INC. 750 N. Citracado Parkway ESCONDIDO. CA 92029 (619) 480-0482FAX (619) 743-4106 JOB. SHEETNO .,1 OF_ CALCULATED BY_ CHECKED BY SCALE DATE g^ ! (fv\Af 10 * d.i*/i liLytT • WT_.'T • : ^^-*^- ^rr "i m-»^ i |»;t|WI»r *"^- l; I^" ••^ * i T V ..IHMjMfiysfeAl * PRODUCT 204-1 (Single Stels) 205-1 (Padded) //vgBs/m Inc.. Groton, Mass. 01471. To Order PHONE TOLL FREE 1-800-225-6380 GNR ENGINEERING, INC. 750 N. Citracado Parkway #19 ESCONDIDO, CA 92029 (619) 480-0482FAX (619) 743-4106 JOB. SHEET NO..in* CALCULATED BY_ CHECKED BY SCALE OF DATE. DATE. PBODUCTIW I Kinnt SWO Wi-l IPirtHofl fasml. Inf H"«nii tlm ni!71 TnfrclnrBfflNFTfflI FRFF1-«m-?l"i-B'«n GNR ENGINEERING, INC. 750 N. Citracado Parkway #19 ESCONDIDO. CA 92029 (619) 480-0482 FAX (619) 743-4106 RHFFT NO I— ' - CALCULATED BY_ CHECKED BY SCALE. OF DATE. DATE. PRODUCT 2M-1 (Single Shut!) 205-1 (Pjfldedl /HEnSIn Inc. Grolon, Mass 01471. To OrdBr PHONE TOIL FREE 1 -TO-225-6380 I I GNR ENGINEERING, INC. 750 N. Citracado Parkway #19 ESCONDIDO. CA 92029 (619) 480-0482 FAX (619) 743-4106 JOB.Tlt^texH 6gyl6>. £flvy26(4 SHEET NO.. 1 A •* l\OF_ PRODUCT 204-1 (Singlt Sneels) 205-1 (PaAWI /lyeBs/x tat, Grolon, Mass. OH71. To Ordtr PHONE TOLt FREE 1 -800-225-6380 GNR ENGINEERING, INC. 750 N. Citracado Parkway #19 ESCONDIDO, CA 92029 (619) 480-0482 FAX (619) 743-4106 JOB.Cotifr* SHEET NO.. CALCULATED BY_ CHECKED BY SCALE OF DATE. DATE. bfilfcj %1^ x xrt.i !*• .A. .A j i» ^^liSjHVii^l y^^P • i I I i i I ' tXt^Ti fU30f*~ 1 I RXf toAif iW&WUi^/j'tetftrt/ ! I [ HH|0gr^^ "5^&i *; iwpsi i i "'"j/ ./r-i-L^-» i i i I r j i ^^J^IAM^I^^I I k. i...*! \%^^^ !J- iU/Ll^ -4 i:ri:i:[• ' ^ i-^ |i|^gp^f^ ^.H , H , , _,.., ,, , , ^±tS3^H^I ^EE^tei^tefe^S^1!1^ z i PRODUCT !04-t (Single Sfteetsl 205-1 IPidikdl //VBBs/» inc.. Groliin, Mas'! 01171 To Otdec PHONE TOLL FBEE1-800-22S-6380 I I I I I I I I I I I I I I I I I I I GNR Engineering, Inc. 750 N. Citracado Pkwy #19 Escondido, CA 92029 PILGRIM CONGREG.CHURCH,CARLSBAD,CA. FRAME FR-l.BY GS RISA-2D (R) Version 3.03 Page Date Units Option : US Standard AISC Code Checks : 9th Edition ASD Shear Deformation: Yes P-Delta Effects : Yes Redesign : No Edge Forces : No A.S.I.F. = 1.333 Node No 1 2 3 4 5 6 7 Material Label STL Section Label COL BM-1 BM-2 I No Node 1 1 2 2 3 4 4 5 5 2 X-Coord Y-Coord X-dof f JT J. \ _ ( JT4. V / I 0 IX / Iv,iuy \ ' i- / ^ JL n jj r\/ JL 0.00 0.00 0.00 10.00 STORY 0.00 15.00 STORY 12.00 0.00 12.00 10.00 12.00 15.00 6.00 16.50 Elastic Poisson's Modulus Ratio 29000.00 0.30000 Database Matl . Shape Set TU5X5X4 STL TU10X5X4 STL TU10X5X4 STL J I Releases Node Section x y z x 2 COL 3 COL 5 COL 6 COL 5 BM-1 Boundary Conditions Y-dof Rotation Temp. )f * is f * \ f \s (* i / \ f r*~ \^In^iX/in/ V ' » i^ TU/lJ \ ' / R R R 0.00 1 0.00 2 0.00 R R R 0.00 0.00 0 .00 0.00 Thermal Weight Yield Stress Coefficient Density ( Fy ) 0.65000 0.490 46.000 Area Moment of As y/y Inertia Coef • •••'* A \ f • y-.^~ A ^in ^ )— ~A in <\ ) — - 4.59 16.900 1.20 6.97 91.678 1.20 6.97 91.678 1.20 J End Offsets y z Sec Sway I J Length (C y^ *\ f Z « > f -C 4. "\in; i,in; ^.TU; Y 10.00 Y 5.00 Y 10.00 Y 5.00 Y 12.00 1 • 1 1 1 1 1 1 1 1 1 •1 1 1 1 n.j.oi-i z.\j v >> / vcji OJ.VJH ^> . WNP GNR Engineering, Inc. 750 N. Citracado Pkwy #19 Escondido, CA 92029 PILGRIM CONGREG. CHURCH, CARLSBAD, CA. FRAME FR-1 ,BY GS I J I Releases J Job^74-<^3^) Page L-1 Date End Offsets No Node Node Section x y z x y z Sec Sway I J Length 6 3-7 BM-2 Y 7 7-6 BM-2 Y I J Unbraced Lengths K No Node Node Lb-in Lb-out Lc In — — ^.Tt./ \_TtJ v. TT, ./ 11-2 1 . 2 2-3 1 . 34-5 1 . 45-6 1 . 52-5 1 . 63-7 1 . 77-6 1 . BLC Basic Load Case • No. Description 1 DEAD 2 LIVE 3 SEISMIC Nodal Loads, BLC l: DEAD Node Number Global X Global Y (I/ "\ / \s "\IN J V r\ ) 2 0.000 -0.990 5 O.OOO -0.99O Member Distributed Loads, BLC 1: DEAD Memb I J Start End No Node Node Dir Magnitude Magnitude rx/TUjr./"" """ V. IN/ T T-, ?r J ~~ ~ 6 3 - 7 Y -0.130 -0.130 7 7 - 6 Y -0.130 -0.130 Nodal Loads, BLC 2: LIVE Node Number Global X Global Y K" "" \) ~ 2 0.000 -0.900 6.18 6.18 Factors Bending Coefs Out Cm Cb 20 20 20 20 20 20 20 Load Totals Nodal Point Dist. 2 2 2 2 2 Moment f iy 4- +- ^\ r \ T L. } 0.000 o .000 Start End Location Location ( ft ^ ( ft ^ 0.000 6.184 0.000 6.184 Moment / is JT4. \V. l\ 1 L. ) 0.000 R) Version 1 1 1 1 1 1 1 • 1 1 1• 1 1 1 1 1 GNR Engineering, Inc. 750 N. Citracado Pkwy #19 Escondido, CA 92029 PILGRIM CONGREG .CHURCH , CARLSBAD ,CA FRAME FR-1 ,BY GS Node Number Global X 5 0.000 Job ^M-.tf 3®^ Page ^-*?b Date Global Y , Moment -0.900 0.000 Member Distributed Loads, BLC 2: LIVE Memb I J Start No Node Node Dir Magnitude f W /*f* 4* P" ^^ r\/ 1 C j r ) 6 3 - 7 Y -0.130 7 7 - 6 Y -0.130 Nodal Loads, BLC 3: SEISMIC Node Number Global X 2 -0.900 3 -0.310 Load Combination Self Wt BLC No. Description Dir Fac Fac 1 DEAD Y -1 11 2 DEAD+LIVE Y -1 11 3 SEIS. Y -1 4 DEAD+SEIS. Y -1 1 .85 5 DEAD+LIVE+SEIS. Y -1 11 Dynamic Analysis Data Number of modes (frequencies) : Basic Load Case for masses : BLC mass direction of action Acceleration of Gravity Load Combination is 1 : DEAD Nodal Displacements Node Global X ^ j. n j 1 0.00000 2 -0.00010 3 -0.00371 4 -0.00000 End Start End Magnitude Location Location f \s / JC i. t— \ / JT J~ \ / JT J. \— — \.t\/TT-,r } ^ Tt. )~ — — ^ TC ) — — -0.130 0.000 6.184 -0.130 0.000 6.184 Global Y Moment 0.000 0.000 0.000 0.000 BLC BLC BLC BLC W E Fac Fac Fac Fac DYNA S V 2 1 31 1 31 1 2131 1 3 None X only 32.20 ft/sec**2 Global Y Rotation ^InJ ^Y"<3Q,/ -0.00000 -0.00000 -0.00202 0.00004 -0.00246 -0.00027 -0.00000 0.00000 1• 1 1 1 1 1 1 1 1 1 1 • 1 1 1 1 r\ JL on £.\J v, r\ ) vci»j.uii o.Wsj GNR Engineering, Inc. 750 N. Citracado Pkwy #19 Escondido ,CA 92029 PILGRIM CONGREG. CHURCH FRAME FR-1 ,BY GS Node 5 6 7 Load Combi Reactions Node 1 4 Totals Load Combi Member End No I J 11-2 22-3 34-5 45-6 52-5 63-7 77-6 Load Combi AISC Code Nodes No I J 11-2 22-3 34-5 45-6 52-5 63-7 77-6 ,CARLSBAD, Global X nation is 1 0.00010 0.00371 -0.00000 : DEAD Global X -0.00772 0.00772 0.00000 nation is 1 : DEAD Forces Axial ( K ) 2.32 1 .03 2.32 1 .03 -0.28 0.49 0.26 nation is 1 Checks Maximum 0.0281 0.0603 0.0281 0.0603 0.0111 0.0352 0.0352 -— JL C.IIU — Shear ( K ) 0.01 -0.27 -0.01 0.27 0.14 0.86 0.07 : DEAD 0 0.0281 0.0361 0.0281 0.0361 0.0111 0.0220 0.0352 CA. Global Y -0.00202 -0.00246 -0.01787 Global Y 2.31726 2.31726 4.63452 Moment ( K-f t ) 0. -0. -0. 0. 0. 0. ™ *1 Member 1/4 0.0266 0.0163 0.0266 0.0163 0.0035 0.0082 0.0339 Axial Job ^Page_J^ Date Rotation/ „ _ _j \ 0$<?*l _ A ^l' — — ^ r aa j — -0.00004 0.00027 -0.00000 Moment 0.02495 -0.02495 0.00000 J Pn/H — — — «— — • — Shear Moment ( K ) ( K ) ( Y 02 46 02 46 41 89 56 Quarter 1/2 0.0266 0.0213 0.0266 0.0213 0.0019 0.0249 0.0249 -2.16 -0.95 -2.16 -0.95 0.28 -0 .26 -0.49 Points 3/4 0.0273 0.0408 0.0273 0.0408 0.0035 0.0339 0.0082 -0.01 0.27 0.01 -0.27 0.14 0.07 0.86 L 0.0279 0.0603 0.0279 0.0603 0.0111 0.0352 0.0220 ' ft- "\X. 1 t, ) 0.05 -0 .89 -0.05 0 .89 -0.41 1 .56 -0.89 Shear 0.0002 0.0059 0.0002 0.0059 0.0016 0.0097 0.0097 I I I I I I I I I I I I I I I I I I I RISA-2D (F GNR Engineering, Inc. 750 N. Citracado Pkwy #19 Escondido, CA 92029 PILGRIM CONGREG.CHURCH,CARLSBAD,CA. FRAME FR-1,BY GS Version Page. Date J^UL Load Combination is 2 : Nodal Displacements DEAD+LIVE Node 1 2 3 4 5 6 7 Global X """""~\ in ^—————* 0.00000 -0.00018 -0.00695 -0.00000 0.00018 0.00695 -0.00000 Global Y ( \ _. Nv -L n ) -0.00000 -0.00355 -0.00436 -0.00000 -0.00355 -0.00436 -0.03320 Rotation —(rad) -0.00000 0.00011 -0.00051 0.00000 -0 .00011 0.00051 -0 .00000 Load Combination is 2 Reactions DEAD+LIVE Node 1 4 Totals Global X -—"—• —^ K y*~ —'— •"•*- -0.02169 0.02169 0.00000 Global Y ,,™™™/' t/ ^™,™_,™_™ „ ,»_ 4.02126 4 .02126 8.04253 Moment ^ K~Tt ) 0.07064 -0.07064 0.00000 Load Combination is 2 Member End Forces DEAD+LIVE No 1 2 3 4 5 6 7 iNoaes I J 1 — 2- 4- 5- o O™, 7- 2 3 5 6 5 7 6 Axial (IX \f\ ) 4.02 1 .83 4.02 1 .83 -0.50 0.89 0.46 = i tna •=•-- Shear v "^ J 0.02 -0.48 -0.02 0 .48 0.14 1 .59 0.12 Moment __f ix _ -p*. ^^ IN-T t ; 0. -0. -0 . 0. 0. 1 .__o 07 77 07 77 63 62 93 Axial(\f \r\ } -3. I — O -i 0. -0. -0. 87 75 87 75 50 46 89 = j-tna Shear \ •>• ) -0. 0. 0. S*L 0. 0. 1 . 02 48 02 48 14 12 59 Moment ( \f -C4- "\^ r\ T u. } 0.15 -1 .62 -0.15 1 .62 -0.63 2 .93 -1 .62 Load Combination is 2 AISC Code Checks DEAD+LIVE Nodes No 1 2 3 4 5 I *1 — o — . 4- c «. O— *. J 2 3 5 6 5 Maximum 0.0530 0.1105 0.0530 0.1105 0.0175 0 0.0504 0.0616 0.0504 0.0616 0.0175 Member 1/4 0.0468 0.0265 0.0468 0.0265 0.0099 Quarter Points 1/2 0.0476 0.0409 0.0476 0.0409 0.0073 3/4 0.0503 0.0757 0.0503 0.0757 0.0099 L 0.0530 0.1105 0.0530 0.1105 0.0175 Shear 0.0005 0.0104 0.0005 0.0104 0.0016 1 1 1 1 ' 1 1 1• 1• 1 1 1 1 GNR Engineering, Inc. 750 N. Citracado Pkwy #19 Escondido, CA 92029 PILGRIM CONGREG. CHURCH, CARLSBAD, FRAME FR-1 ,BY GS Nodes No I J Maximum 0 63-7 0.0658 0.0402 77-6 0.0658 0.0658 Load Combination is 3 : SEIS. Nodal Displacements_ Node Global X( ' ^\ i n ) 1 -0.00000 2 -0.20263 3 -0.22225 4 -0.00000 5 -0.20226 6 -0.22066 7 -0.22161 Load Combination is 3 : SEIS. Reactions Node Global X f IS \\ r\ J 1 0.60974 4 0.60026 Totals 1.21000 Load Combination is 3 : SEIS. Member End Forces NodeS ==: = = =:=: = =: = ;= I~End = No I J Axial Shear ( K ) ( K ) 1 1-2 1.14 -0.61 22-3 0.32 -0.23 34-5 -0.09 -0.60 4-5-6 0.13 -0.08 52-5 -0.52 0.66 63-7 -0.02 0.26 77-6 -0.10 0.07 CA. Member Quarter Points 1/4 1/2 3/4 0.0154 0.0464 0.0632 0.0632 0.0464 0.0154 Global Yf ' ^v. i n ) -0.00000 -0.00095 -0.00108 0.00000 0.00015 0.00011 -0.00359 _ Global Y f IS \\ tv ) 1 .13709 -0.09058 1 .04651 = =::==::=: = =::=:= =:=:=:=:=:=:=:=: — =: Moment Axial / \s jr +, \ / \s \~ \1\ Tl, ) k. l\ ) -3.17 -0.98 -0.36 -0.24 -3.13 0.25 -0.03 -0.05 3.31 0.52 0.78 0.06 -0.36 0.07 Job 1 4-c<2$^7 Page k--* \( Date L Shear 0.0658 O.0180 0.0402 0.0180 Rotation ( T a/-) > —^ rau ) 0.00000 0.00033 0.00002 0.00000 0.00038 0.00013 -0.00002 Moment \(\ T L. J -3.16990 -3.12965 -6.29954 J-End =========: = Shear Moment ( K ) ( K— f t ) 0.61 -2.95 0.23 -0.78 0.60 -2.87 0.08 -0.38 -0.38 2.90 -0.11 0.36 0.07 0.38 i i i i i i i i i i i i i i i i i i i GNR Engineering, Inc. 750 N. Citracado Pkwy #19 Escondido, CA 92029 PILGRIM CONGREG.CHURCH,CARLSBAD,CA . FRAME FR-1,BY GS RISA-2D (R) Version 3.03 Page, Date Load Combination is 3 AISC Code Checks SEIS Nodes Member No I J Maximum 0 1/4 1 1-2 0.1489 0.1489 0.0815 22-3 0.0359 0.0182 0.0055 34-5 0.1378 0.1378 0.0723 ' 45-6 0.0168 0.0021 0.0039 52-5 0.0556 0.0556 0.0253 63-7 0.0127 0.0127 0.0068 77-6 0.0081 0.0062 0.0076 Load Combination is 4 : DEAD+SEIS. Nodal Displacements Node Global X f i v, >_^lnj 1 -0.00000 2 -0.20355 3 -0.22592 4 -0.00000 5 -0.20304 6 -0.21881 7 -0.22252 Load Combination is 4 : DEAD+SEIS. Reactions Node Global X / <s \\<^J 1 0.59787 4 0.61213 Totals 1.21000 Load Combination is 4 : DEAD+SEIS. Member End Forces Quarter Points 1/2 3/4 0.0141 0.0709 0.0110 0.0235 0.0067 0.0613 0.0082 0.0125 0.0056 0.0290 0.0018 0.0027 0.0081 0.0076 Global Y f : ~\— (. in ; — -0.00000 -0.00233 -0.00277 -0.00000 -0.00122 -0.00157 -0.01668 Global Y S is \ \ l> / 2.66424 1 .43208 4.09631 No I J Axial Shear Moment Axial( K ) _( K ) ( K-f t 11-2 2.66 -0.60 -3 22-3 1.00 -0.41 -0 34-5 1.43 -0.61 -3 45-6 0.81 0.10 0 52-5 -0.71 0.66 3 )— ,™.-~ — « — /" IS ^-™ v—™™^ r\ ) .14 -2.51 .63 -0.93 .18 -1.28 .24 -0.73 .51 0.71 L Shear 0.1377 0.0100 0.0359 0.0037 0.1274 0.0098 0.0168 0.0013 0.0489 0.0056 0.0060 0.0022 0.0063 0.0006 Rotation f v -.A \ —\ ' oCJ ) 0.00000 0.00039 -0 .00018 0.00000 0 .00032 0.00033 -0 .00002 Moment f IS -F 4- "N\ \\ T t ; -3.14440 -3.18179 -6 .32619 J CT v ^ " Shear Moment --( K ) ( K-f t ) — 0.60 -2.88 0.41 -1.41 0.61 -2.96 -0.10 0.25 -0.38 2.73 I I I I I I I I I I I I I I I I I I I GNR Engineering, Inc. 750 N. Citracado Pkwy #19 Escondido, CA 92029 PILGRIM CONGREG.CHURCH .CARLSBAD,CA FRAME FR-1,BY GS RISA-2D (R):Version 3.03 Page. Date No 6 7 iNoaes I J 3- 7 7- 6 Axial (\s "\t\ ) 0.32 0.07 - i-tna ===== Shear 0.88 0.12 Moment 1 .41 -1 .52 Axial -0 .12 -0.27 •— * — ^j L_ | | v_j ~™ ™— — Shear — ( IS ^V »\ / -0.07 0.69 Moment f !/• -P-t" "\V i\ 1 U ) 1 .52 -0.25 Load Combination is 4 AISC Code Checks DEAD+SEIS. No Nodes I J Maximum 0 Member Quarter Points 1/4 1/2 3/4 L Shear 1 2 3 4 5 6 7 •1 — O — 4- 5- O — 3- "? — 2 3 5 6 5 7 6 0.1609 0.0680 0.1519 0.0158 0.0595 0.0251 0.0255 0.1609 0.0344 0.1519 0.0158 0.0595 0.0242 0.0249 0.0946 0.0119 0.0842 0.0104 0.0291 0.0046 0.0255 0.0282 0.0236 0.0165 0.0054 0.0033 0.0119 0.0211 0.0822 0.0458 0.0739 0.0106 0.0268 0.0210 0.0117 0.1479 0.0680 0.1410 0.0158 0.0468 0.0251 0.0052 0.0098 0.0066 0.0100 0.0016 0.0056 0.0074 0.0058 Load Combination is 5 Nodal Displacements DEAD+LIVE+SEIS Node 1 2 3 4 5 6 7 Global X .——^ in y————-—-- -0.00000 -0.20476 -0.23085 -0.00000 -0 .20408 -0.21628 -0.22372 Global Y """"""v in ) ———- -0.00000 -0.00411 -0.00497 -0.00000 -0.00300 -0.00376 -0 .03432 Rotation / y. _ J >^ rau ) 0.00000 0.00047 -0.00046 0.00000 0 .00024 0.00061 -O .OOO02 Load Combination is Reactions DEAD+LIVE+SEIS Node 1 4 Totals Global X 0.58179 0.62821 1.21000 Global Y 4.64032 3.40221 8.04253 Moment -3.10947 -3.25193 -6 .36141 I I I I I I I I I I I I I I I I I I I GNR Engineering, Inc. RISA-2D (R) Version 3.03 750 N. Citracado Pkwy #19 Escondido ,CA 92029 Page t- Date •""14" PILGRIM CONGREG. CHURCH .CARLSBAD, CA. FRAME FR-1 ,BY GS Load Combination is 5 : Member End Forces No —1 2 3 4 5 6 7 NlriH*i N w^j v I 1- 2- 4- 5- O™ 3™ "7 — :» C5^O J 2 3 5 6 5 7 6 Axial / IS \_\ >^ ) 4. 1 . 3. 1 . -0. 0. 0. 64 93 40 74 97 78 30 DEAD+LIVE+SEIS. T—P'nHJL C. 1 IVJ Shear — (K)- -0. -0 . -0. 0. 0. 1 . 0. 59 65 63 34 66 71 18 Moment _/ u- ft. \\.t\ i T_ ) -3.11 -0.99 -3.25 0.60 3.77 2.25 -3.09 Axial ( v \\ rv 1 -4 . ™ 1 o -1 0. -0. -0. -~™™ T— .CTi-sx-l — — — — — Shear Moment —48 85 25 66 97 35 73 (K) ( 0.59 0.65 0.63 -0.34 -0.38 -0.01 1 .53 K-ft)— -2.79 -2 .25 -3.09 1 .09 2.49 3 .09 -1 .09 Load Combination is 5 AISC Code Checks DEAD+LIVE+SEIS. No 1 2 3 4 5 6 7 Nodes I J 1- 2- 4- c«_ 2- O™ "7 — 2 3 5 6 5 7 6 Maximum 0 0 0 0 0 0 0 .1765 .1114 .1720 .0590 .0648 .0515 .0512 0 0.1765 0.0563 0.1720 0.0378 0.0648 0.0399 0.0512 Member 1/4 0.1115 0.0207 0.1022 0.0192 0.0343 0.0040 0.0508 Quarter Points 1/2 3/4 0 0 0 0 0 0 0 .0465 .0405 .0323 .0223 .0072 .0305 .0397 0.0966 0 .0759 0.0943 0.0406 0.0239 0.0463 0.0179 0 0 0 0 0 0 0 L .1609 .1114 .1634 .0590 .0440 .0515 .0208 Shear 0.0096 0.0106 0.0103 0.0055 0.0056 0.0146 0.0130 IIIII I I I I I I I I I I I 1 1 1 1 I 1 • 1 1 •1 1• 1• 1 1• 1 1 RISA-2D (R) Version 3.03 *jx . g> GNR Engineering, Inc. JODIT ^Os& I 750 N. Citracado Pkwy #19 Escondido, CA 92029 PILGRIM CONGREG .CHURCH , CARLSBAD ,CA . FRAME FR-2.BY GS Units Option : US Standard AISC Code Checks : 9th Edition ASD Shear Deformation: Yes P-Delta Effects : Yes Redesign : No Edge Forces : No A.S.I.F. : 1.333 Node No X-Coord Y-Coord X-dof V. 1 C ^ v 1 L- ,/ v •*• I' j t\ / 1 1 0.00 0.00 2 0.00 10.00 STORY 3 0.00 15.00 STORY 4 13.00 0.00 5 13.00 10.00 6 13.00 15.00 _ ___ .. Material Elastic Poisson's Label Modulus Ratio f\o JL ) STL 29000.00 0.30000 Section Database Matl . Label Shape Set / COL . TU5X5X4 STL BM-1 TU5X5X4 STL I J I Releases No Node Node Section x y z x 1 1-2 COL . 2 2-3 COL. 3 4-5 COL . 4 5-6 COL. 5 2-5 BM-1 Page U~\fe Date Boundary Conditions Y-dof Rotation Temp. \ f » \s / * \ f \s •& 4~ / *\ ^ cr ^n } v.lrijr\/inj ^ T >> i\ \ \* / \ } \ \ } R R R 0.00 1 0 .00 2 0.00 R R R 0 .00 0.00 0 .00 Thermal Weight Yield Stress Coefficient Density ( Fy ) (C \ ~~ -, ^l/'/*P4-O'\ — ™- — V t^^r* T ^\r ) ^. r\/ 1 UO } v f\Sl } 0.65000 0.490 46.000 Area Moment of As y/y Inertia Coef •-/*-^S\ / * S** A \ 4.59 16.900 1.20 4.59 16.900 1.20 J End Offsets y z Sec Sway I J Length ^'Tt-t''^ /*^^"\ f -P-t- *\ ^ jp J ^ -^ J-| J ^ y J-^ J Y 10.00 Y 5.00 Y 10.00 Y 5 .00 Y 13.00 1 1 1 1 • 1 1 • 1• 1 1 1 1 1 1 1 RISA-2D (R) Version 3.03 GNR Engineering, Inc. 750 N. Citracado Pkwy #19 Escondido, CA 92029 PILGRIM CONGREG .CHURCH , CARLSBAD ,CA . FRAME FR-2,BY GS rsr===:=r:=:r=rr:r:=s:r:r==z:r::==:£::^r=:r::=c:r:=r:r~rr~r=:r:s:r:rr™~r^ I J Unbraced Lengths K Factors No Node Node Lb-in Lb-out Lc In Out (£ 4. \ f -Co. \ / ^TJ, A _ _Tuy ^ T u J VFuy 11-2 1 .20 22-3 1 .20 34-5 1 .20 45-6 1 .20 52-5 1 .20 BLC Basic Load Case Load No. Description Nodal Po 1 DEAD 4 2 LIVE 4 3 SEISMIC 3 Nodal Loads, BLC 1: DEAD Node Number Global X Global Y( K ) ( K ) 2 0.000 -1.320 5 0.000 -1.320 3 0.000 -0.990 6 0.000 -0.990 Member Distributed Loads, BLC 1: DEAD Memb I J Start End Start No Node Node Dir Magnitude Magnitude Location / ix /-C-L. r- "\ f is /*£•!- r- "\ / 4: i. \\ v\/ 1 I~ , r } \ i\/ lu,ry \ I T~ J 5 2 - 5 Y -0.030 -0.030 0.000 Nodal Loads, BLC 2: LIVE Node Number Global X Global Y ( K ) ( K ) 2 0.000 -0.960 5 0.000 -0.960 3 0.000 -0.900 6 0.000 -0.900 v job^4,<?5<A Page U"j"7 Date r=r=rrrrr:r:r:rrrrr=r=r:™rx Bending Coefs Cm Cb Totals int Dist. 1 Moment (K-ft ) 0.000 0.000 0.000 0.000 End Location — f -F-l- >\.T>-J 13.000 Moment( i/_,f +- >V rv 1 >- i 0.000 0.000 0.000 0.000 1 1 1 1 1 1 1 1 •1 1 1 1 •1 1 RISA-2D ( GNR Engineering, Inc. 750 N. Citracado Pkwy #19 Escondido, CA 92029 PILGRIM CONGREG .CHURCH .CARLSBAD ,CA FRAME FR-2.BY GS Nodal Loads, BLC 3: SEISMIC Node Number Global X 2 -0.490 3 -0.180 6 -0.180 Load Combination Self Ult BLC No. Description Dir Fac Fac 1 DEAD Y -1 11 2 DEAD+LIVE Y -1 11 3 SEIS. Y -1 4 DEAD+SEIS. Y -1 1 .85 5 DEAD+LIVE+SEIS. Y -1 11 Dynamic Analysis Data Number of modes (frequencies) Basic Load Case for masses : BLC mass direction of action : Acceleration of Gravity Load Combination is 1 : DEAD Nodal Displacements, _„ Node Global X ( " \ 1 -0.00000 2 0.00004 3 0.02082 4 0.00000 5 -0.00004 6 -0.02082 Load Combination is 1 : DEAD Reactions Node Global X ( K ) 1 0.06917 4 -0.06917 Totals 0.00000 R ) Version 3 .03 . „ .„ _„, __. ._ „„ _^ „, ,„ „, _ _ .„ _^, „ „„ „. .^ ^^ ^, ,„ Global Y 0.000 0.000 0 .000 BLC BLC BLC Fac Fac Fac 2 1 3 1 3 1 21 31 3 None X only 32.20 ft/sec**2 Global Y -0.00000 -0.00249 -0.00295 -0.00000 -0.00249 -0.00295 v— , — ~~ ._« _ -u, _*. — — — ^^ ,^, _„ , **„ .„ »», ^J-> ^^, _„ _ ._ Global Y — ( 1^ ^2.84080 2.84080 5.68161 Job <W, 0*#1 Page \~- 1§ Date Moment 0.000 0.000 0.000 BLC Ul E Fac DYNA S V 1 1 1 Rotation f v _ ._) >^ r ao ) 0.00000 -0.00035 -0 .00035 -0.00000 0 .00035 0.00035 __* __ V-. — — — •^ff — — — — WU — W W •« •*-, — — •— — ~ Moment _ _ ( k" -Pi- ^^ r\ r c y -0.22832 0.22832 0 .00000 1 1 1• 1•• I • 1 1 1 1 1 RISA-2D (R) Version 3.03 $ ^ & GNR Engineering, Inc. Job^T.<93<^ 1 750 N. Citracado Pkwy #19 Escondido, CA 92029 PILGRIM CONGREG . CHURCH , CARLSBAD , CA . FRAME FR-2.BY GS Load Combination is 1 : DEAD Member End Forces IN \J CJ \~* w **" ~r~'~ — -i J* lw 1 1 CJ *"" ™"* **"" ""* **" — — "~'~ '"" ••'"L •" "* No I J Axial Shear Moment Axial Page U"1*? Date J CT vwl "•* "•* ™" •"" ""* ""• ""• "** ""' '"*Ll, 1 1 tJ ~™ ""• — *"" — "~ ~~ ™~* "~ Shear Moment/ 1/ \ / is \ _ _ _/• if ft. \ f </ \ f \s *\ f if •£•»- "s\ <\ / \ i^ J V. >S >>~ ) \ rv ) — V IN ) \V^ it- } 1 1-2 2.84 -0.07 -0 22-3 1.07 0.00 0 34-5 2.84 0.07 0 45-6 1.07 -0.00 -0 52-5 0.07 0.30 0 Load Combination is 1 : DEAD AISC Code Checks Nodes Member No I J Maximum 0 1/4 1 1-2 0.0580 0.0461 0.0355 22-3 0.0097 0.0097 0.0095 34-5 0.0580 0.0461 0.0355 45-6 0.0097 0.0097 0.0095 52-5 0.0333 0.0307 0.0178 Load Combination is 2 : DEAD+LIVE Nodal Displacements Node Global X f : _ \(. in }— ~ 1 -0.00000 2 0.00004 3 0.02091 4 0.00000 5 -0.00004 6 -0.02091 Load Combination is 2 : DEAD+LIVE Reactions Node Global X( K ) 1 0.06934 4 -0.06934 Totals 0.00000 .23 -2.68 .00 -0.99 .23 -2.68 .00 -0.99 .46 -0.07 Quarter Points 1/2 3/4 0.0387 0.0483 0.0093 0.0091 0.0387 0.0483 0.0093 0.0091 0.0333 0.0178 Global Y / ; _ \ _(.In } — — -0.00000 -0.00417 -0.00504 -0.00000 -0.00417 -0.00504 Global Y (K) 4.70080 4.70080 9.40161 0.07 -0.46 -0.00 0.00 -0.07 0.46 0.00 -0.00 0.30 -0.46 L Shear 0.0580 0.0015 0.0089 0.0000 0.0580 0.0015 0.0089 0.0000 0.0307 0.0064 Rotation ( rad ) 0.00000 -0.00035 -0 .00035 -0.00000 0 .00035 0.00035 Moment f </• JTJ. >_v t\ T u ) -0.22888 0.22888 0 .00000 1 1 1 1• 1 1• 1• 1 • GNR Engineering, Inc. RISA-2D (R) Version 3.03 A A ^^.f^\ 750 N. Citracado Pkwv #19 Escondido,CA 92029 Page Date /^ PILGRIM CONGREG .CHURCH , CARLSBAD ,CA . FRAME FR-2, Load Combi Member Enc Nodes No I J 1 1-2 22-3 34-5 45-6 52-5 Load Combi AISC Code Nodes No I J 1 1-2 22-3 34-5 45-6 52-5 Load Combi BY GS nation is 2 : Forces =:=: = r: = =:=:=:i==: Axial •~- — — -""-^ K y— — — — ——- — 4.70 1 .97 4.70 1 .97 0.07 nation is 2 : Checks Maximum 0.0795 0 0.0179 0 0.0795 0 0.0179 0 0.0333 0 nation is 3 : DEAD+LIVE „ „. „„,„ ,_ ™ •L CL M CJ ~~ """• ""*• "*" *"*• "™* *~* •""• ~"= = :=:=::==: Shear Moment Axial ~(. K ) C K— T t -0.07 -0 0.00 0 0.07 0 -0.00 -0 0.30 .0 DEAD+LIVE Member 0 1/4 .0675 0.0569 .0179 0.0176 .0675 0.0569 .0179 0.0176 .0307 0.0178 SEIS. \ f is \~ .23 -4. .00 -1 . .23 -4. .00 -1 . .46 -0. Quarter Poi 1/2 0.0601 0 0.0174 0 0.0601 0 0.0174 0 0.0333 0 =£==== j-End ===== Shear(K) 54 0.07 89 -0.00 54 -0.07 89 0.00 07 0.30 nts 3/4 L .0698 0.0795 .0172 0.0170 .0698 0.0795 .0172 0.0170 .0178 0.0307 — — = zz —= rr Moment ~(K-f t) -0.46 —_ 0 .00 0.46 0 .00 0.46 Shear 0. 0. 0. 0. 0. 0015 0000 0015 0000 0064 Nodal Displacements Node *»«. w .«,.«.« — —. ™ ™.» 1 2 3 4 5 6 Global ( in ) -0. -0. -0. -0. -0 . -0. Load Combination is 3 : 1 1 1 1 Reactions Node 1 4 Totals Global(K) 0. 0. 0 . X — — —.—.—.™..™,»,~.™.«,™™, — ™, 00000 22342 33943 00000 22316 35317 SEIS. X 44813 40187 85000 Global Y ( in ) -0.00000 -0.00058 -0.00059 0.00000 0 .00011 0.00009 Global Y ( IS \\ IN J 0.71777 -0.04616 0.67161 Rotation ( rad ) 0. 0. 0 . 0. 0 . 0. Moment ( K— f t )o£. . -2. -S . — — ' — — —00000 00148 00215 00000 00172 00238 75194 59291 34485 I I I I I I I I I I I I I I I I I I I RISA-2D (R) Version 3.03 GNR Engineering, Inc. 750 N. Citracado Pkwy #19 Escondido, CA 92029 JobJ£ Page Date ^-^TJ PILGRIM CONGREG. CHURCH, CARLSBAD, CA. FRAME FR-2,BY GS Load Combination is 3 : Member End Forces No 1 2 3 4 5 I J 1- 2 2— Oo 4- 5 5- 6 2- 5 Axial ( K ) 0.72 0.08 -0.05 0.08 -0.22 SEIS. Shear """"""v l\ ) *—•—""•* -0.45 -0.18 -0.40 -0.18 0.48 Moment ( K— f t ) -2.75 -0.90 -2.59 -0.90 2.64 Axial ^ j^ ^-0.56 0.00 0.20 -0.00 0.22 • T C" i /~l *"_ .™ ™_ ^j ^ | | (_j -™ «~ ™_ nn Shear(K) 0.45 0.18 0.40 0.18 -0.28 Moment (K-ft )— -1 .74 -0 .00 -1 .42 -0 .00 2.32 Load Combination is 3 AISC Code Checks SEIS. No 1 2 3 4 5 Nodes I J 4- Maximum 0 Member Quarter Points 1/4 1/2 3/4 L Shear 2 3 5 6 5 0.1269 0.0400 0.1140 0.0400 0.1172 0.1269 0.0400 0.1140 0.0400 0.1172 0.0773 0 .0300 0.0702 0.0300 0.0519 0.0277 0 .0200 0.0264 0.0200 0.0088 0.0323 0.0100 0.0194 0.0100 0.0597 0.0812 0 .0000 0.0636 0 .0000 0.1032 0.0073 0.0029 0.0066 0.0029 0.0079 Load Combination is 4 Nodal Displacements DEAD+SEIS. Node 1 2 3 4 5 6 Global X —(in) -0.00000 -0.22551 -0.33105 -0.00000 -0.22530 -0.36811 Global Y (in) -0.00000 -0.00250 -0.00290 -0.00000 -0.00180 -0.00220 Rotation ( V-Q.-I >i, r aa j 0 .00000 0.00131 0 .00197 0.00000 0.00193 0.00260 Load Combination is 4 Reactions DEAD+SEIS. Node 1 4 Totals Global X r \f \v, rv. ) — 0.48682 0.36318 0.85000 Global Yr ^ >ik r\ J 2.85064 2.07947 4.93011 Moment ( lX_.f 4. Ni, r\ T t. j -2.90488 -2.49035 -5 .39524 1 1 1 •1 1 • 1• 1 1 1 1 1 RISA-2D (R) Version 3.03 ft f , & GNR Engineering, Inc. Job™T^&s&\ 750 N. Citracado Pkwy #19 Escondido, CA 92029 PILGRIM CONGREG. CHURCH, CARLSBAD, CA. : FRAME FR-2,BY GS Load Combination is 4 : DEAD+SEIS. Member End Forces KI j~\ j~\ j— d TT nr v~i j~\\ N vJ %J w <•> ""*" "** "™ "** "*™ """" ™™ *™~ *"*"* """* J. I— F 1 ^«J *~~ ***" *"•" "~ """ "*™ *~* *™* "** ***" No I J Axial Shear Moment 1 1-2 2.85 -0.49 -2. 22-3 0.92 -0.18 -0. 34-5 2.08 -0.37 -2. 45-6 0.92 -0.18 -0. 52-5 -0.18 0.65 2. Load Combination is 4 : DEAD+SEIS. AISC Code Checks Nodes Member No I J Maximum 0 1/4 11-2 0.1520 0.1520 0.0977 22-3 0.0460 0.0460 0.0359 34-5 0.1272 0.1272 0.0866 45-6 0.0461 0.0461 0.0360 52-5 0.1293 0.1293 0.0458 Load Combination is 5 : DEAD+LIVE+SEIS Nodal Displacements Axial 90 -2.69 91 -0.84 49 -1.92 91 -0.84 92 0.18 Quarter Points 1/2 3/4 0.0435 0.0581 0.0258 0.0158 0.0460 0.0284 0.0259 0.0158 0.0209 0.0663 Node Global X Global Y (. i n ) 1 -0.00000 2 -0.22782 3 -0.33256 4 -0.00000 5 -0.22761 6 -0.37394 Load Combination is 5 : DEAD+LIVE+SEIS Reactions -0.00000 -0.00452 -0 .00539 -0.00000 -0.00382 -0.00469 Node Global X Global Y( K ) 1 0.49382 4 0.35618 Totals 0.85000 f IS "\ 5 .09049 4 .31112 9.40161 Page (^^ 1~1**~ Date T C^ 1 Shear Moment 0.49 -2.02 0.18 -0.00 0.37 -1.18 0.18 -0.00 -0.12 2.09 L Shear 0.1117 0.0080 0.0057 0.0030 0.0683 0.0060 0.0057 0.0030 0.0927 0.0106 Rotation f v ~ ,J "Xv raa ) 0 .00000 0.00129 0 .00196 0.00000 0 .00198 0.00266 Moment ( K— f t ) -2.95532 -2.49447 -5.44979 1 1 1 1 1 • 1 1 1 1 1 1 1 1 1 1 GNR Engineering, Inc. 750 N. Citracado Pkwy Escondido, CA 92029 PILGRIM CONGREG. CHURCH FRAME FR-2,BY GS Load Combination is 5 Member End Forces h 1 1IN O Cj \3 S ™~ ""* *™" *"~ ™° ~*~ "~* """ No I J Axial( K ) 11-2 5.09 22-3 1.97 34-5 4.31 45-6 1.97 5 2-5 -0.18 Load Combination is 5 AISC Code Checks Nodes No I J Maximum 1 1-2 0.1736 22-3 0.0535 34-5 0.1467 45-6 0.0538 52-5 0.1324 RISA-2D (R) Version 3.03 /j / . - ^job <?f t03*^ #19 Paae U^^b Date , CARLSBAD, CA. : DEAD+LIVE+SEIS. .««,.— ™_-._,~,_-__™ _,„,« ™_™,,™ »™ — , — — — _.„„,_, I CT V^ r\ • — •*-—*" « ™«- im. wr* ,r.™ ,r.T1r.^ "TCTv^X^ —— U,^ Shear Moment Axial Shear Moment ( |<; ) ^ K — f t ) ( K ) ( K ) " — ( K — f t ) -0.50 -2.96 -4.93 0.50 -2.08 -0.18 -0.92 -1.89 0.18 -0,00 -0.36 -2.49 -4.15 0.36 -1.15 -0.18 -0.92 -1.89 0.18 -0.00 0.69 2.99 0.18 -0.09 2.07 : DEAD+LIVE+SEIS. Member Quarter Points 0 1/4 1/2 3/4 L Shear 0.1736 0.1181 0.0625 0.0789 0.1338 0.0082 0.0535 0.0433 0.0331 0.0229 0.0127 0.0030 0.1467 0.1064 0.0661 0.0466 0.0862 0.0059 0.0538 0.0435 0.0332 0.0230 0.0127 0.0030 0.1324 0.0452 0.0231 0.0680 0.0919 0.0112 1111I ujp,M«««I$ 1 1 1 1 1 1 AV,•s.•••.'. •1•!.•Xv 1''••••••'' AMI.•••.••••• Ct:••••••••• m*Mm•.-....... anxoxumji IgN | ££ £:::• i i-.;; ^H '.;.*.•,'. *.• . I !:! i Xm If). f t£ nvnnwra 1 X in H ^fp u rfL•;& L D E .^;( CWji u-t4, — — £ __M _. f %" S aia = :^V :':; fji<fj<f)•H•J «* ^ ~%X , \w fi... tap1 ffi ^F = ^ ••}•• I I GNR ENGINEERING, INC. 750 N. Citracado Parkway #19 ESCONDIDO. CA 92029 (619) 480-0482 FAX (619) 743-4106 JOB •piU&fUV-A SHEET NO.. CALCULATED BY_ CHECKED BY SCALE OF DATE. PRODUCT Z04-1 (Single S*eets| 205-1 (Pa "V CERTIFICATE OF COMPLIANCE Part 1 of 2 ENV-1 PROJECT NAME P~ ~.CJ ADDRESS PRINCIPAL DESIGNER - ENVELOPE DOCUMENTATION AUTHOR TELEPHONE TELEPHONE Building Permit* Checked by/Data Enforcement Agency Use GENERAL INFORMATION DATE OF PLANS BUILDING TYPE ^* PHASE OF CONSTRUCTION [_ ] METHOD OF ENVELOPE \~\ COMPLIANCE BUILDING CONDITIONED FLOOR AREA , &^SD NONRESIDENTIAL [ NEW CONSTRUCTION [ COMPONENT C /I ^] HIGH RISE RESIDENTIAL ^] ADDITION ^ ALTERATION ^ OVERALL ENVELOPE CLIMATE ZONE | | HOTEL/MOTEL GUEST ROOM Q UNCONDITIONED (File Affidavit) P~| PERFORMANCE STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building envelope requirements. The Principal Envelope Designer hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the envelope requirements contained in sections 110,116 through 118, and 143 or 149 of Title 24, Part 6, Chapter 1. Piteetse check one: jg[ I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a civil engineer or architect. | | I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing documents for work that I have contracted to perform. | | I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section of the Code to sign this document as the person responsible for its preparation; and for the following reason:. PRINCIPAL ENVELOPE DESIGNER - NAME ENVELOPE MANDATORY MEASURES Indicate location on plans of Note Block for Mandatory Measures INSTRUCTIONS TO APPLICANT For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential lual published by the California Energy Commission. eiW-1: Required on plans for all submittals. Part 2 may be incorporated in schedules on plans. ENV-2: Used for all submittals; choose appropriate version depending on method of envelope compliance. ENV-3: Optional. Use if default U-values are not used. Choose appropriate version for assembly U-value to be calculated. Nonrosidontial Compliance Form THE AMERICAN INSTITUTE 0 F ARCHITECTS AIA Document A101 Standard Form of Agreement Between Owner and Contractor where the basis of payment is a STIPULATED SUM 1987 EDITION THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. The 1987 Edition of AIA Document A201, General Conditions of the Contract for Construction, is adopted in this document by reference. Do not use with other general conditions unless this document is modified. This document has been approved and endorsed by The Associated General Contractors of America. AGREEMENT made as of the Fifteenth day of Nineteen Hundred and Ninety-four July in the year of BETWEEN the Owner: (Name and address) PILGRIM UNITED CHURCH OF CHRIST 2020 Chestnut Avenue Carlsbad, California 92008 and the Contractor: (Name and address) TRANBERG CONSTRUCTION, INC. 5841 Cozzens Street San Diego, California 92122 The Project is: (Name and location) The Architect is: (Name and address) PILGRIM UNITED CHURCH OF CHRIST CHURCH REMODEL 2020 Chestnut Avenue Carlsbad, California 92008 LORD ARCHITECTURE INC. 11650 Iberia Place, Suite 216 San Diego, California 92128 The Owner and Contractor agree as set forth below. Copyright 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1967, 1974, 1977, ©1987 by The American Institute of Archi- tects, 1735 New York Avenue, N.W., Washington, D.C. 20006. Reproduction of the material herein or substantial quotation of its provisions without written permission of the AIA violates the copyright laws of the United States and will be subject to legal prosecution. AIA DOCUMENT A101 • OWNER-CONTRACTOR AGREEMENT • TWELFTH EDITION • AIA* • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 WARNING: Unlicensed photocopying violates U.S. copyright laws and Is subject to legal prosecution. A101 -1987 1 ARTICLE 1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement, Conditions of the Contract (General, Supplementary and other Conditions), Drawings, Specifications, addenda issued prior to execution of this Agreement, other documents listed in this Agreement and Modifications issued after execution of this Agreement; these form the Contract, and are as fully a part of the Contract as if attached to this Agreement or repeated herein. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations or agreements, either written or oral. An enumeration of the Contract Documents, other than Modifications, appears in Article 9- ARTICLE 2 THE WORK OF THIS CONTRACT The Contractor shall execute the entire Work described in the Contract Documents, except to the extent specifically indicated in the Contract Documents to be the responsibility of others, or as follows: ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 3.1 The date of commencement is the date from which the Contract Time of Paragraph 3.2 is measured, and shall be the date of this Agreement, as first written above, unless a different date is stated below or provision is made for the date to be fixed in a notice to proceed issued by the Owner. (Insert the date of commencement, if it differs from the date of Ibis Agreement or, if applicable, stale that the date will be fixed in a notice to proceed.) The date of commencement shall be stipulated by the Notice to Proceed, but in no event earlier than issuance by the City of Carlsbad of * Unless the date of commencement is established by a notice to proceed issued by the Owner, the Contractor shall notify the Owner in writing not less than five days before commencing the Work to permit the timely filing of mortgages, mechanic's liens and other security interests. * permits necessary to commence the work. 3.2 The Contractor shall achieve Substantial Completion of the entire Work not later than ert the calendar date or number of calendar days after the date of commencement. Also insert any retjuiremen i portions of the Work, if not stated elsewhere in the Contract Documents.) 90 calendar days from the date of commencement. (Insert the calendar date or number of calendar days after the date of commencement. Also insert any requirements for earlier Substantial Completion of cer- tain portions of the Work, if not stated elsewhere in the Contract Documents.) , subject to adjustments of this Contract Time as provided in the Contract Documents. (Insert prorisions, if any, for liquidated damages relating to failure to complete on time.) AIA DOCUMENT A101 • OWNER-CONTRACTOR AGREEMENT • TWELFTH EDITION • AlA® • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A101-1987 2 WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution. ARTICLE 4 CONTRACT SUM 4.1 The Owner shall pay the Contractor in current funds for the Contractor's performance of the Contract the Contract Sum ofone hundred twenty four thousand four hundred ninety six Dollars & 66<P ($124,496.66 ), subject to additions and deductions as provided in the Con- tract Documents. 4.2 The Contract Sum is based upon the following alternates, if any, which are described in the Contract Documents and are hereby accepted by the Owner: (Slate the numbers or other identification of accepted alternates. If decisions on other alternates are to be made by the Owner subsequent to the execution of this Agreement, attach a schedule of such other alternates showing the amount for each and the dale until which that amount is valid.) Base Bid $138,921 .31 Cost Reduction List (herewith attached) -$14,424.65 Contract Sum $124,496.66 ' ,**t-**^t.p y^t/i^c^tx^/A-^' ffi.zJ<fjf- '' /v^^f'- - Loo. .0(3 4.3 Unit prices, if any, are as follows: 4.3.1 The unit prices listed below shall determine the value of extra Work or changes in the Work, as applicable. They shall be considered complete and shall include all material and equipment, labor, installation costs, overhead and profit. Minor adjustments to the unit prices shall be allowed based on size or amount of the materials used. ITEM COST PER UNIT Broadloom Carpet$23 / Sq. Yd. Stucco System $25 / Sq. Yd. Concrete Flatwork $31.50 / Sq. Yd. 4.3.2 Charges for changes to the Contract by the General Contractor shall be at cost plus 8% for Contractor's overhead and profit. AIA DOCUMENT A101 • OWNER-CONTRACTOR AGREEMENT • TWELFTH EDITION • AIA® • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1 735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A101-1987 3 ... r»iiMr>. i inii l>H nhntncoovina violates U.S. copyright laws and Is subject to legal prosecution. 9.1.7 Other documents, if any, forming part of the Contract Documents are as follows: (List here any additional documents which are intended to form [tart of the Contract Documents. The General Conditions prm 'ide that bidding requirements such as advertisement or invitation to bid, Instructions to Didders, sample forma and the Contractor's hid are not part of the Contract Documents unless enumerated in this Agreement. They should be listed here only if intended to be part of the Contract Documents.) Cost Reduction List, dated July 15, 1994. This Agreement is entered into as of the day and year First written above and is executed in at least three original copies of which one is to be delivered to the Contractor, one to the Architect for use in the administration of the Contract, and the remainder to the Owner. (Signature) CONTRA (Signature) (Printed name and title) £o/FtX[> Of T/CUSTSE^ (Muted name anil title) ^ I Fl CAUTION: You should sign an original AIA document which has this caution printed in red. An original assures that changes will not be obscured as may occur when documents are reproduced. AIA DOCUMENT A101 • OWNER-CONTRACTOR AGREEMENT • TWELFTH EDITION • AIA® • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 WARNING: Unlicensed photocopying violates U.S. copyright laws and Is subject to legal prosecution. A101-1987 8 ARTICLE 5 PROGRESS PAYMENTS 5.1 Based upon Applications for Payment submitted to the Architect by the Contractor and Certificates for Payment issued by the Architect, the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and elsewhere in the Contract Documents. 5.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month, or as follows: 5.3 Provided an Application for Payment is received by the Architect not later than the tenth day of a month, the Owner shall make payment to the Contractor not later than the twentieth day of the month. If an Application for Payment is received by the Architect after the application date fixed above, payment shall be made by the Owner not later than ten days after the Architect receives the Application for Payment. 5.4 Each Application for Payment shall be based upon the schedule of values submitted by the Contractor in accordance with the Contract Documents. The schedule of values shall allocate the entire Contract Sum among the various portions of the Work and be prepared in such form and supported by such data to substantiate its accuracy as the Architect may require. This schedule, unless objected to by the Architect, shall be used as a basis for reviewing the Contractor's Applications for Payment. 5.5 Applications for Payment shall indicate the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment. 5.6 Subject to the provisions of the Contract Documents, the amount of each progress payment shall be computed as follows: 5.6.1. Take that portion of the Contract Sum properly allocable to completed Work as determined by multiplying the percentage completion of each portion of the Work by the share of the total Contract Sum allocated to that portion of the Work in the schedule of values, less retainage of ten percent(10 %). Pending final determination of cost to the Owner of changes in the Work, amounts not in the dispute may be included as provided in Subparagraph 7.3.7 of the General Conditions even though the Contract Sum has not yet been adjusted by Change Order; 5.6.2 Add that portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction (or, if approved in advance by the Owner, suitably stored off the site at a location agreed upon in writing), less retainage of ten / percent ( -[ Q %)• 5.6.3 Subtract the aggregate of previous payments made by the Owner; and 5.6.4 Subtract amounts, if any, for which the Architect has withheld or nullified a Certificate for Payment as provided in Para- graph 9.5 of the General Conditions. 5.7 The progress payment amount determined in accordance with Paragraph 5.6 shall be further modified under the following circumstances: 5.7.1 Add, upon Substantial Completion of theWork, a sum sufficient to increase the total payments to one hundred a>j*:s*J':iS*Jl^*-££*3^^ percent ( -JQQ %) of the Contract Sum, less such amounts as the Architec^hall determine for incomplete Work and unsettled claims; and 5.7.2 Add, if final completion of the Work is thereafter materially delayed through no fault of the Contractor, any additional amounts payable in accordance with Subparagraph 9.10.3 of the General Conditions. 5.8 Reduction or limitation of retainage, if any, shall be as follows: (If it is intended, prior to Substantial Completion of the entire Work, to reduce or limit the retainage resulting from the percentages inserted in Siihpam-graphs 5.6. / and 5.6.-' above, and this is not explained elseti'here in the Contract Documents, insert here prorisions for such reduction ur limitation.) AIA DOCUMENT A101 • OWNER-CONTRACTOR AGREEMENT • TWELFTH EDITION • AIA® • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A101-1987 4 •"Anuiur!. i iniiconeed Dhotocopylng violates U.S. copyright laws and is subject to legal prosecution. ARTICLE 6 FINAL PAYMENT Final payment, constituting the entire unpaid balance of the Contract Sum, shall be made by the Owner to the Contractor when (1) the Contract has been fully performed by the Contractor except for the Contractor's responsibility to correct nonconforming Work as provided in Subparagraph 12.2.2 of the General Conditions and to satisfy other requirements, if any, which necessarily survive final payment; and (2) a final Certificate for Payment has been issued by the Architect; such final payment shall be made by the Owner not more than 30 days after the issuance of the Architect's final Certificate for Payment, or as follows.- ARTICLE 7 MISCELLANEOUS PROVISIONS 7.1 Where reference is made in this Agreement to a provision of the General Conditions or another Contract Document, the ref- erence refers to that provision as amended or supplemented by other provisions of the Contract Documents. 7.2 Payments due and unpaid under the Contract shall bear interest from the date payment is due at the rate stated below, or in the absence thereof, at the legal rate prevailing from time to time at the place where the Project is located. (Insert rate of interest agreed upon, if any.) (Usury laws and requirements under the Federal Truth in Lending Act, similar state and local consumer credit laws and other regulations at the Owner's and Contractor 's principal places of business, the location of the Project and elsewhere may affect the validity of this provision. Legal advice should be obtainedwith respect to deletions or modifications, and also regarding requirements such as written disclosures or waivers.) 7.3 Other provisions: ARTICLE 8 TERMINATION OR SUSPENSION 8.1 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of the General Conditions. 8.2 The Work may be suspended by the Owner as provided in Article 14 of the General Conditions. • AIA DOCUMENT A101 • OWNER-CONTRACTOR AGREEMENT • TWELFTH EDITION • AIA® • ©1987 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A101-1987 5 WARNING: Unlicensed photocopying violates U.S. copyright laws and Is subject to legal prosecution. ARTICLE 9 ENUMERATION OF CONTRACT DOCUMENTS 9.1 The Contract Documents, except for Modifications issued after execution of this Agreement, are enumerated as follows: 9.1.1 The Agreement is this executed Standard Form of Agreement Between Owner and Contractor, ALA Document Al 01, 1987 Edition. 9.1.2 The General Conditions are the General Conditions of the Contract for Construction, ALA Document A201, 1987 Edition. 9.1.3 The Supplementary and other Conditions of the Contract are those contained in the Project Manual dated June 2,1994 , and are as follows: Document Title Pages Supplementary Conditions 2 Special Conditions 7 9.1.4 The Specifications are those contained in the Project Manual dated as in Subparagraph 9.1.3, and are as follows: (Either list the Specifications here or refer to an exhibit attached to this Agreement.) Section Title Pages Not Applicable AIA DOCUMENT A101 • OWNER-CONTRACTOR AGREEMENT • TWELFTH EDITION • AIA® • ©1987 *na~ THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A101-1987 6 WARNING: Unlicensed photocopying violates U.S. copyright laws and Is subject to legal prosecution. 9.1.5 The Drawings are as follows, and are dated May 26, 1994 unless a different date is shown below: (Kilber list the Drawings here or refer to an exhibit attached to this Agreement.) Number Tide Date T-1 Title SheetD~1 Demolition Plan A-1 Floor Plan & Schedules A~2 Building Sections & Interior ElevationsA-3 Miscellaneous Details A-4 Entry Cover Plans, Elevations & Sections S-1 General Notes & Standard Details S-2 Foundation Plan, Frame Elevations & Details S-3 Roof Framing Plans & Details E-1 Lighting Plan 9.1.6 The addenda, if any, are as follows: Number Date Pages Not Applicable Portions of addenda relating to bidding requirements are not part of the Contract Documents unless the bidding requirements are also enumerated in this Article 9. AIA DOCUMENT A101 • OWNER-CONTRACTOR AGREEMENT • TWELFTH EDITION • AIA® • ©I987 .««.. 4not THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A101-1987 7 WARNING: Unlicensed photocopying violates U.S. copyright laws and Is subject to legal prosecution. Lord Architecture Inc. 11650 Iberia Place, Suite 216 San Diego, California 92128 619«485-6980 619'487'1264/ax PILGRIM UNITED CHURCH OF CHRIST Church Remodel Project #9318 July 15, 1994 COST REDUCTION LIST 1. WEST WINDOW: Omit custom awning/picture window unit combination. Leave existing jalousie/picture window unit in place. Paint existing window at interior per symbol "T-1" on the "Interior Finishes Symbol Legend" and paint exterior per "Exterior Finish Legend". 2. PAINT: Revise the "Interior Finishes Symbol Legend" and the "Exterior Finish Legend" such that the third coat of paint is omitted from painted finishes. 3. CARPET: Revise symbols "F-1" and "F-2" of the "Interior Finishes Symbol Legend" such that the broadloom carpet product is Patcraft, 823-038 Victory. Revise symbol "F-3" such that the modular carpet tile product is replaced by the same broadloom carpet product as for the revised version of symbols "F-1" and "F-2". 4. CHOIR RISERS: Omit the twelve choir risers. 5. CLOSET DOORS: Omit door #3 at Narthex closet. (Existing closet door to still be removed and closet to still receive new finishes to match Narthex.) Omit door #4 and new wall that created a closet at the back of the Chancel. 6. EXIT SIGNS: Revise the "Fixture Schedule" such that the fluorescent surface mounted exit sign with downlight window is a "Quantum" series exit sign by Lithonia with the same performance features. 7. FAX MACHINE: Omit the requirement in the "Special Conditions" section of the Project Manual for the General Contractor to install an on-site fax machine. 8. SUPERVISION, OVERHEAD & PROFIT: Reduce price for General Contractor's supervision, overhead and profit based on the above cost reduction items. TOTAL COST REDUCTION $14,424.65