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HomeMy WebLinkAbout2235 FARADAY AVE; O; CB941344; PermitJ{IIL r,~~·bfllf 11/16/94 12:46 Page 1 of 1 B U I L D I N G P E R M I T Permit No: CB941344 Project No: A9401967 Development No: Job Address: 2235 FARADAY AV Permit Type: INDUSTRIAL TENANT Parcel No: 212-061-25-00 Valuation: 19,032 Construction Type: VN IMPROVEMENT Suite: 0 Lot#: 9593 11/16/94 0001 01 C-PRMT 02 302-00 Occupancy Group: B2 Description: 432 SF : 300 SF Reference#: WAREHOUSE TO OFFICE OFFICE REMODEL Status: Applied: Apr/Issue: Entered By: 432-6677 ISSUED 10/25/94 11/16/94 DC Appl/Ownr : CSI GENERAL 145 VALLECITOS SAN MARCOS, CA 619 DE ORO #F ,.,,, 'A -V ---~-.,~-, 9 2 0 6 9,.,,-~/~ "·~ .. ,, ,,/' ,., *** Fees Required *** // (t,~* /--., /i~es;,c::~~1ected & Credits *** ------------------------; / -/,:::_~ ~,f--\ ~-:, :'.r~-·0, ~ '-;_.) /;---":::... -·------------------- Fees: 39 . .0. 00 . ' l; ; ·-\,· // .·-" \, Adjustments: / r·~O · .-:~;/··;.;; Totl:_lJ~~e4;f~§~ \ . 00 Total Fees: ,,399,_.:'.~, // .,t';:;,;,,70~:~:l"'-Pay{rre~~~~ \ 88. 00 / v I t l v \i\\. Balance, 1?.)·\e. \ 302. 00 Fee description 1 :,_-... ,-~---~~---J-l)J.i_t:s ..---7 Ree/11;nit\ Ext fee Data I ~ I ", .. ~ ... ,., .. -",, --" ~ '-~/ / \ ' V / ' --------------------7---i-,,,_. -.e:-· --~,~ii-~ .. -~ ... :::;:,,-..:~'"7"'7l---, ,,,· /-r4---_...),~ --------------- Building Permit i n ~~ 1 1 '-~'~,,/ in\ ;---1 l 207. oo Plan Check t \~ _ _,,; , ' -!;_.,-}/r ;:-_/f!' l 135 00 1 ~ / l $ 1' d ...., ,/ I i· • Strong Motion Fee \ -~ ; ~-/N}l_ '-\r ,.rt~' ,1 ·;:<\).'.· 1' ; 4. oo * BUILDING TOTAL · ·,.' ·~---ft. ~. / ( .;:\ :' ! I 346. 00 Enter "Y" for Plumb~,p.g Issu~'-!\e~'11~'),.'\~-w.r (;: /~~Y / / N Enter "Y" for Electric Issue\Fee1,, ';} .. ~ (-'Ir._ __ / .:.-·-/ ; 10. 00 Y Enter "Y" for Remodel\ ' "' , /> tZr/'-e--~ / 1 10.00 Y * ELECTRICAL TOTAL \ /_;:;:'; ~' ttJCORPORATED ,,/ "' j 2 O. O O ' \ . / ' "'-1\15,'. ,/ / Enter 'Y' for Mechanica'l I,$.~J..l:1)F,~e~ ....... --.... 15. 00 Y Install Furn/Ducts/Heat '!\un~ / ·/ .,~ 9. 00 * MECHANICAL TOTAL " '1 11, /_; < ,,/ 24. 00 ,,, '-, • .,,v /, j ,,/ ' / '·~ /,./ '-...._" ,--. .... "'"~ .,',.. ". ,="'· • ,.,.--,,,.,.,,.. PPROVAL !NSP. ~!:::::-_DATf /4&-< lcLEARANCE ____ , CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 · kf-f_r ~?-~%~g;N PI.AN CHECK NO. City of Carlsbad Building Department FSf. VAL /h P(?) :2- PIAN CK DEPOSIT ~5( 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 1. PERMIT 'lYPE VAIID.BY ___ -'=----+-,,........,,...,.~*-- From Llst 1 (see back) give code of Permit-Type: ___________ _ DATE ...... _____ ...._...._--:f-'-+-t---- For Residential Proiects Only: From Llst 2 (see back) give 02 Code of Structure-Type: _____________________ _ 9269 10/25/94 0001 01 C-PRMT Net Loss/Gain of Dwelling Units __________________ _ 2. PROJECI' INFORMATION FOR OFFICE USE ONLY Address"Z.2. ">S~rct.~ A-ve .. Building or Suite No.~ o Nearest Cross Street f; C (4 LEGAL DESCRIPTION Lot No. Subd1V1s1on Name/Number Umt No. Phase No. D 2 Soils Report D 1 Addressed Envelope RO DESCRIPTION OF WORK V\f Cfl(e l}U.:Se.. SQ. Ff. 13 '2.. # OF STORIES # OF BEDROOMS # OF BATIIROOMS ;{. WN IACI PERSON (1f different from applicant) NAME (last.name first) ADDRESS DAY TELEPHONE CITY ~0-(')-\--rtl~sTATE ZIP CODE 4 . .APP11CAN1 ~'I'RACIDR LI .AGENT FOR CON'l'RAC'IOR DOWNER LI.AGENT FOR OWNER NAME (last na1he ti~ ADDRESS CITY STATE ZIP CODE DAY TELEPHONE s. PROPER1YOWNER v -LL eo ADDRESS ~c-" -r:o () =fr1 ,,.,c--NAME (last name first) r-o , V <0/ V c:., K.... V .,;> CITY Ctt ,Z.t..-.f~ STATE • ZIP CODE -z._t>if9i DAY TELEPHONE i &.3 . NAME (last name first) 0 ~°T 6~ ADDRESS t~ ~e.cti6' ~ ~ C>,o ~ 'f=-- CITY~ Vvl.cr-co.5' STATE oq .._ ZIP CODE C/ uJ/p °I, DAY TELEPHONE f 3'1---6 b 77 STATE LlC. # C.S-'p<fi LlCENSE CLASS CITY BUSINESS LlC. # STATE ZIP CODE DAY TELEPHONE STATELlC. # Workers' Compensation Declaration: I hereby affirm that I have a cemhcate of consent to self-msure issued by the Director of lndustnal 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(ffled with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY -1-t'71...(-; 4;;'(. POLlCY NO. Dtbb j EXPIRATION DATE JI s-- D D CJ Owner-Builder Declaranon: I hereby afhrm that I am exempt from the Contractor's Llcense Law for the foiiowmg reason: I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's Llcense Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale.). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's Llcense 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 Llcense Law). I am exempt under Section _______ Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's Llcense Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]). SIGNATURE DATE COMPLETE THIS SECTION FoR NON-RESIDENTIAL BOiLDING 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? DYES 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? DYES D NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYES ONO IF ANY OF TIIE ANSWERS ARE YFS, A FINAL CERTIFICATE OF ocx:::uPANCY MAY Nor BE~ AFTER JULY 1, 1989 UNLESS TIIE APPUCANT ~ MET OR IS MEETING TIIE REQUIREMENTS OF TIIE OFFICE OF EMERGENCY SERVICES AND TIIE AIR POLLUTION CONTROL DISTRICT. 9. cDNS'IROCTloN LE.NDING AGf:NCY I hereby afhrm that there 1s a construction lendmg agency for the performance of the work for which this permit 1s issued (Sec 3097(1) ClVII Code). LENDER'S NAME LENDER'S ADDRESS to. APPDCAN I CERIIF'ICA110N I certify that I have read the apphcauon and state that the above mformatton 1s correct. I agree to comply with all City ordmances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE 10 SAVE INDEMNIFY AND KEEP HARMLESS THE CTlY OF CARlSBAD AGAINSf ALL IJABIIITIES, JUDGMENTS, CDSTS AND EXPENSES WIIlCI-1 MAY IN ANY WAY ACCRUE AGAINSf SAID CTlY IN CONSEQUENCE OF TIIE GRANTING OF TIIIS PERMIT. OSHA: An OSHA permit is required for excavations ver 5'0" deep and demolition or construction of structures over 3 stories in height. Expiration. Every permit issued by building or work authorized by su such permit is suspended or aban APPLICANT'S SIGNATURE uildi O ci~l under the provisions of this Code shall expire by limitation and become null and void if the s n comm need within 365 days from the date of such permit or if the building or work authorized by 'me er rk is comme ed· for a period of 180 days (Section 303 ) Uniform Building Code). It? _ Z.'3 --9 DATE: -- PINK: Finance PERMIT# CB941344 DESCRIPTION: 432 SF 300 SF CITY OF CARLSBAD INSPECTION REQUEST FOR 01/05/95 WAREHOUSE TO OFFICE INSPECTOR AREA TP PLANCK# CB941344 OCC GRP B2 OFFICE REMODEL TYPE: ITI JOB ADDRESS: 2235 FARADAY APPLICANT: CSI GENERAL CONTRACTOR: OWNER: REMARKS: MW/DAVE SPECIAL INSTRUCT: TOTAL TIME: CD LVL DESCRIPTION 19 ST Final Structural AV CONS . TYPE VN LOT: PHONE: INSPECTOR STE: 0 PHONE: 619 4322667 PHONE: -,~~--------- ACT COMMENTS A/J ______ _ ____ f--29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical ---------------------------------------- ***** INSPECTION HISTORY***** DATE DESCRIPTION ,ACT INSP COMMENTS 123094 Final Combo NR PK NO PLANS/LEFT NOTICE 121394 Rough/Ducts/Dampers AP TP MECH DUCTS 120794 Frame/Steel/Bolting/Welding AP TP T-BAR GRID 120794 Rough Electric AP TP CEILING LITES 120794 Rough/Ducts/Dampers PA TP SUPPORT@ FLEX DUCT 120594 Interior Lath/Drywall AP TP 120294 Frame/Steel/Bolting/Welding CA PK BY TIM/DONE 12-1-94 120194 Frame/Steel/Bolting/Welding AP TP 120194 Rough Electric AP TP 112994 Frame/Steel/Bolting/Welding NR TP BLDG LOCKED 112994 Rough Electric NR TP ~I FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING ~FIRE"-----PLANNING U/M WATER PLAN CHECK#: CB941344 PERMIT#: CB941344 PROJECT NAME: 432 SF WAREHOUSE TO OFFICE 300 SF OFFICE REMODEL ADDRESS: L-22-3-5-FARADAY AV SUITE# 0 CONTACT PERSON/PHONE#: MW/DAVE/432-6677 SEWER DIST: CA WATER DIST: CA INSPECTED _A • BY: (/"\, N~ INSPECTED BY: INSPECTED BY: COMMENTS: DATE _ INSPECTED: 1i/)!/ I DATE INSPECTED: DATE INSPECTED: DATE: 12/30/94 PERMIT TYPE: ITI APPROVED 7DISAPPROVED APPROVED DISAPPROVED APPROVED DISAPPROVED OATE:11/10/94 JURISDICTION: Carlsbad PLAN CHECK NO.: 94-1344 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 SET: II PROJECT ADDRESS: 2235 Faraday Ave PROJECT NAME: TI CJ APPLICANT CE[JuR1so1cr1ofb CJ PLAN REVIEWER CJ FILE II The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: CSI General 145 Vallecitos De Oro #F, San Marcos, CA 92069 DJ Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did _advise the applicant that the plan check has been completed. Person contacted: Date contacted: (by: . ) Telephone#: D REMARKS: By: Pete Fischer Enclosures: ·t· Esgil Corporation 11/8 [2J GA DCM [2JPC trnsmtl.dot • DATE:11/2/94 JURISDICTION: Carlsbad PLAN CHECK NO.: 94-1344 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 SET: I PROJECT ADDRESS: 2235 Faraday Ave PROJECT NAME: TI D APPLICANT @J"URISDIC~ D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. fl The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: CSI General 145 Vallecitos De Oro #F, San Marcos, CA 92069 Ill Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Date contacted: D REMARKS: By: Pete Fischer 11, Esgil Corporation \" \ [11 GA DCM fflPC (by: ) Telephone#: Enclosures: 10/27 trnsmtl.dot PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 94-1344 OCCUPANCY: B-2 TYPE OF CONSTRUCTION: VN SPR ALLOWABLE FLOOR AREA: NO CHANGE SPRINKLERS?: YES REMARKS: Tl DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 11/2/94 FOREWORD (PLEASE READ): JURISDICTION: Carlsbad USE: Office, Warehouse ACTUAL AREA: Tl = 732 STORIES: NO CHANGE HEIGHT: NO CHANGE OCCUPANT LOAD: TOTAL=24 DATE PLANS RECEIVED BY ESGIL CORPORATION: 10/27/94 PLAN REVIEWER: Pete Fischer This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 1991 UBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1991 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.~~' plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. LIST NO. 40, TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1991 UBC) tiforw.dot 1. Please make all corrections on the original tracings and submit two new sets of prints, to: Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, CA 92123, (619) 560-1468. OR 2. Please make all corrections on the original tracings and submit two new sets of prints, to: The jurisdiction's building department. 3. Indicate the use of all spaces adjacent to the area being remodeled or improved. 4. Show any existing fire rated area separation walls, occupancy separation walls, or demising walls. 5. Specify on the plans the fire ratings of assemblies to protect penetrations or proposed openings in existing fire walls. 6. Show safety glazing in the following locations, per Section 5406(d): a) Where the nearest edge of glazing is within a 24-inch arc of either side of a door in a closed position (unless there is an intervening wall between the door and the glazing or if the glazing is 5'-0" or higher above the walking surface). 7. The tenant space and new and/or existing facilities serving the remodeled area must be accessible to and functional for the physically disabled. See the attached correction sheet. Title 24, Part 2. 8. Note on the plans: "All exits are to be openable from inside without the use of a key or special knowledge". In lieu of the above, in a Group B occupancy, you may note "Provide a sign on or near the exit doors reading THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS". This signage is only allowed at the main exit. Section 3304(c). 9. Doors should not project more than 7 inches into the required corridor width when fully opened, nor more than one-half of the required corridor width when in any position. Section 3305(d). See the restroom door near the reception. 10. Provide a note on the plans stating "Penetrations of fire-resistive walls shall be protected as required in UBC Sections 4304 ". 11. Energy Design: a) Indicate R-11 wall and R-19 roof insulation on the plans per the calculations. b) Provide calculations for the entire 432 square feet of new office. The calculations only include 282 square feet. 12. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 13. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. • Have changes been made to the plans not resulting from this correction list? Please indicate: Yes D No D 14. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Pete Fischer at Esgil Corporation. Thank you. DEPARTMENT OF STATE ARCHITECTURE-NON RESIDENTIAL TITLE 24 DISABLED ACCESS REQUIREMENTS SCOPE: The following disabled access items are taken from the 1991 edition of California Administrative Code Title 24, applicable as of April 1, 1994. Per section 110 B, all publicly and privately funded public accommodations and commercial facilities shall be accessible 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 in 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 Ill of the Americans with Disabilities Act of 1990. Items preceded with an asterisk (*) are examples of changes that have occurred since the previous regulations. NOTE: All Figures and Tables referenced in this checklist are printed in California Administrative Code, Title 24. • ENTRANCES AND CIRCULATION 1. * All entrances and exterior ground level exits shall be made accessible, per section 3301 (h). DOORS 2. Per section 3304(i.1 ),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 1/2" lower than the threshold of the doorway. Note: An exception is permitted for exterior landings, which may slope up to 1// per foot (2%) in any direction, for surface drainage, per section 413. 3. Per section 3304( c.1 ), all hand-activated door opening hardware shall be centered between 30" and 44" above the floor. 4. The lower 1 O" 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 1 O" high smooth panel on the push side of the door. 5. The width of the level area, on the side to which a door (or gate) swings, shall be as follows per section 3304(i.1 ): a) Extend 24" past the strike edge of the door for exterior applications. b) *Extend 12" past the strike edge on the push side if door has latch and closer. Check the hall door from the office to the warehouse. 6. Maximum effort to operate doors shall not exceed 81/2 pounds for exterior doors and 5 pounds for interior doors. Such push or pull effort shall be applied at right 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. 7. *Per section 3304(i.1)2.B, the level area at floors or landings shall have a length 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. Will the doors have latches and closers? SPECIAL HAZARDS 8. Objects projecting from walls with their leading edges between 27" and 80" above the finished floor shall protrud~ 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. 9. 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 611 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" (I_ 1 ") above the surface of the walk or sidewalk. 10. 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 36" in width. The surface shall be raised truncated domes in a staggered pattern with a diameter of nominal 0.9" at the base tapering to 0.45" at the top, a height of 0.2" and a center to center spacing of nominal 2.35". 11. 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 doors of transit vehicles. a) NOTE: See Figure 31-23. 12. If carpet or carpet tile is used on a ground or floor surface in a common use area, it shall have firm backing or no backing. The maximum pile height shall be 1/z". Exposed edges of carpet shall 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. SANITARY FACILITIES 13. 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. 14. Doorways leading to men's sanitary facilities shall be identified by an equilateral triangle 1// thick with edges 12" long and a vortex pointing upward. Women's facilities shall be identified by a circle, 1// thick, 12" in diameter. Unisex facilities shall be identified by a circle with a triangle superimposed on the circle and within the 12" diameter. The required symbols shall be centered on the door at a height of 60". *See section 3105A(b)1.D. See 3105A(e)10 for additional signage. SINGLE ACCOMMODATION FACILITIES 15. *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. No 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. 16. The water closet shall be located in a space which provides a minimum 28" clear space from a fixture or 32" clear space from a wall on one side. A minimum of 48" clear space shall be provided in front of the water closet. RESTROOM FIXTURES AND ACCESSORIES 17. In new construction, water closets in accessible restrooms shall meet the following requirements per section 5-1502: a)· The.height of the water closet seat shall be between 17" and 19". b) The controls shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. c) The controls for flush valves shall be mounted on the side of the toilet area and be no more than 44" above the floor. d) The force required to activate the controls shall be no greater than 5 pounds of force. e) In alterations where the existing fixture is less than 15" high, a 3" seat shall be permitted. 18. Urinals in accessible restrooms shall meet the following requirements per section 3105A(h)4. and 5-1503: a) The rim of at least one urinal shall project 14" from the wall and be located 17" maximum above the floor. b) The force required to activate the flush valve shall be a maximum of 5 pounds of force. c) The control mechanism shall be located a maximum of 44" above the floor. d) A minimum of 30" x 48" clear floor space shall be provided in front of the urinal. 19. Lavatories shall comply with the following requirements per section 3105A(b)4.A., 3105A(h)4. and 5-1504: a) A minimum of 30" x 48" clear space shall be provided in front of the lavatory for forward approach. The clear space may include knee and toe space beneath the fixture. b) The clear space beneath lavatories shall be a minimum of 29" high x 30" wide x 8" deep at the top and 9" high x 30" wide and 17" deep at the bottom from the front of the fixture. The maximum height of the counter top shall be 34" c) All hot water and drain pipes under the lavatory shall be insulated. d) The faucet controls anq operating mechanism shall be of the type not requiring tight grasping, pinching or twisting of the wrist and have an operating force of not greater than 5 pounds. e) If self-closing valves are used, they shall remain open for at least 10 seconds. 20. Showers and shower compartments shall comply with the requirements of sections 5-1505 and 3105A(b)5. and 6: a) b) c) d) e) f) g) h) i) j) k) I) m) 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. 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. When a threshold or recessed drop is used, it shall be a maximum of 1/z" in height and shall be beveled or sloped at an angle of not more than 45 degrees from the horizontal. 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 1/2" per foot in any direction. The floor surface shall be of Carborundum, grit faced tile or of material providing equivalent slip resistance. A folding seat located on the wall opposite the controls and mounted 18" above the floor shall be provided. NOTE: See Figure 31-2A. The soapdish shall be located on the control wall at a maximum height of 40" above the shower floor. 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. Where no separate shower compartment is provided, the shower shall be located in a corner with L-shaped grab bars extending along two adjacent walls with a folding seat adjacent to the shower controls. 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 lieu of the hand-held unit in areas subject to excessive _vandalism per section 5-1505. 21. *Per section 5-1506, bathtubs shall be provided with a shower spray unit having a hose 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. a) NOTE: See Figures 31-8, 31-9A and 31-98. 22. Grab bars shall comply with the following per section 3105A(b)3.C.: a) 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" at)ove 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". b) Grab bars at the side shall be located 15" to 161/z" (/_1") 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". c) The diameter or width of the grab bar gripping surface shall be 11// to 11/2" 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 11/2"· d) See section 3105A(b)3.C.(iii) for structural strength requirements. e) NOTE: See Figures 31-1A, 3118, 31-1C, 31-2A, 31-9A and 31-98. 23. *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 thah 36" in clear width shall be provided to those lockers. 24. 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. 25. 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 26. Where water fountains are provided they shall comply with section 3105A(d)1: a) Water fountains shall be located completely in an alcove or otherwise so positioned so as to not encroach into pedestrian ways. The alcove in which the water fountain is located shall not be less than 32" in width and 18" in depth. b) See section 1507 of the California Plumbing Code for additional requirements. c) NOTE: See Figure 31-3 of Title 24 for specific dimension requirements . • VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Pete Fischer BUILDING ADDRESS: 2235 Faraday Ave BUILDING PORTION BUILDING AREA (sq. ft.) New Office Tl 432 Remodel Office 300 Air Conditioning Fire Sprinklers TOTAL VALUE Building Permit Fee: Plan Check Fee: Comments: 26 26 PLAN CHECK NO.: 94-1344 DATE: 11/2/94 BUILDING OCCUPANCY: 8-2 TYPE OF CONSTRUCTION: VN SPR VALUATION MULTIPLIER VALUE 11232 7800 19032 $ 207.00 $ 134.55 ($) Sheet 1 of 1 valuefee.dot ·:r- ~ l --\ 0 - u u ... ... • • Q Q ~ I ~ ~ ; N -"" "" <.I <.I " u .,: .,: u u i i --~ ~ u ... • Q I ~ ~- "" ~ .,: u i -~ PLANNING CHECKLISf Plan Check No. 29-/5 9 q Address ~2 35'" farttJa V ~ · Phone · 438-116/ext. _4_3_28 ____ _ Planner DAVID RICK (Name) APN: -------------------------- Type of Project and Use __ :T...i..;;.:;--f;.:,,.,..., __ . ________ _ Zone _____ Facilities .Management Zone ____ _ CFO (in/out) # c1rcle t-rf,...p_r_op-e""""rty_111,_c_om_p_,l-et·e SPECIAL TAX CALCULATION WORKSHEET provided by Building Department.) Legend (2) Item Complete (9 [tern [ncomplete. Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was /' · identified IQ'tJ O EnYironmental Review Requin,d: YES_ NO /4 __ _ DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval------------------~------ / do Discretioniuy Action Required: YES _· NO ZE --- APPROVAL,/RESO. NO. __ _ DATE: _____ _ PROJECT NO. ___ _ OTHER RELATED CASES:_. ___________________ _ Compliance with conditions of approval? [f not, state conditions which require action. Conditions of Approval_. _____________________ _ ./ ~0 Califomia Coastal Commission Pmnit Required: YES J NO C7 DATE OF APPROVAL: San Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA. 92108-1725 (619) 521-8036 . Compliance with conditions of approval? [f not, state conditions which require action. Conditions of Approval-------------------------- ~-!,nclusionary Housing. Fee n,qui,m: YES ~NO./ (Effective dat.~ Qf Incl\lSiQnyy Housing .Ordinance -May 21., l 993.) . . ' ' Sit~ Plali: Zo~ Jo Q{o o ! 1. 1. 2. 3. 4. Provide a fully· dimensioned site plan drawn to scale. Show: North mow, property lines., easements, existing and proposed structures~ streets, existing street iltlprovemen,ts, right-of-way width, dim:ensioned · setbacks ,and existing ,topogriphical. lines·. ·. Provide legal description of propeny,. and assessor's parcel number. Setbactl<s: FroJ:1t: Int. Side: Str~et Side: Rear: Lot cove~ge: Height: Parking: Required Required Reqw,red. Required Required Required __ Shown __ __ Shown ____ ____ Showp.._· __ ___ Shown __ __ Shown __ __ Shown __ Spaces Required· P,,.f017.=hir Shown ½t, Guest Spaces Required __ Shown ___ _ D'.. D, ·D Additional Comme~ts ___ , ------------------:.-------------------,---...,,._,,___,. ____ ......__......___ oi< TO rssuE AND ENTERED APPROVAL-INTO coM'.PUTER ~V~. ·,,_··_··_c.-__ ,-, _ DATE _,_/b_,/ __ >_,.0..;..1..;..~·- PLNCK.PRM. City of Carlsbad 94271 Fire Department Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report: Monday, October 31, 1994 Reviewed by: r,wt:. IJ, A~ Contact Name C.S.I. General Inc Address 145 Vallecitos De Oro #F City, State San Marcos CA 92069 Bldg. Dept. No. 94-1344 Planning No. Job Name J.I.T. Computer Sc/O Job Address _2_23.;;_5'-F'-a'-ra.;..;..d.;..,ay~-------------Ste. or Bldg. No. _o ___ _ 181 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# 94271 File# ___ _ 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 City of Carlsbad " Fire Department General Comments: Date of Report: Monday, October 31, 1994 Contact Name Address City, State C.S.I. General Inc 145 Vallecitos De Oro #F San Marcos CA 92069 94271 Bureau of Prevention Bldg. Dept. No. _9_4-_1_34_4 ___ _ Planning No. _____ _ Job Name J.I.T. Computer Sc/O Job Address 2235 Faraday -----------------Ste. or Bldg. No. _o ___ _ Sprinkler work to be permitted ·separately by licensed contractor. 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 145 TITLE 24 REPORT FOR: J.I.T. 2235 Faraday Ave., Suite N/0 Carlsbad, CA 92008 PROJECT DESIGNER: C.S.I. Los Vallecitos De Oro, Suite F San Marcos, CA 92069 ( 619) 432-6677 REPORT PREPARED BY: Steve Balderrama Haynal & Co., Inc. 425 West Fifth Street Escondido, CA 92025 (619) 743-5408 Job Number: Date: 11/7/1994 ---·--· The COMPLY 24 computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential Building Energy Efficiency Standards. This program developed by Gabel Dodd Associates (510) 428-0803. Table Of Contents for Title 24 Report Cover Page . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 Table of Contents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Form ENV-1 Envelope Certificate of Compliance ....................... 3 Form ENV-2 Envelope Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 Form ENV-3 Construction Assemblies 9 Form LTG-1 Lighting Certificate of Compliance ....................... 11 Form LTG-2 Lighting Compliance Summary .............................. 13 Form MECH-1 Mechanical Certificate of Compliance .................... 14 Form MECH-2 Mechanical Summary ...................................... 17 Form MECH-3 Mechanical Equipment Summary ............................ 18 Form MECH-4 Mechanical Ventilation .................................. 19 HVAC Zone & Space Loads Summary ..................................... 20 CERTIFICATE OF COMPLIANCE (part 1 of 2) Project Name: J.I.T. Address: 2235 Faraday Ave., Suite N/O Carlsbad, CA 92008 Envelope ENV-1 page 3 of 23 Date: 11/7/1994 Building Permit No ;;;;;;;;~=~~;~:~:~~::_&_Co., _Inc.~~ __ ;;;;;;~~;~~;~;~;;~= GENERAL INFORMATION Date of Plans:---~--Building Conditioned Floor Area: 432 sf Building Type: Nonresidential y1imate Zone: 7 Phase of Construction: O New Construction ~ddition O Alteration Method of Envelope Compliance: Prescriptive -Overall Envelope STATEMENT OF COMPLIANCE rhis Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Part 6, Chapter 1 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Code of Regula- tions. This certificate applies only to building envelope requirements. The Principal Envelope Designer hereby certifies that the proposed build- ing design +epresented 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. Please check one: O 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. o 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 docu- ments for work that I have contracted to perform. O 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 c.s .I. (619) 432-6677 ENVELOPE MANDATORY MEASURES (Signature) (Lie. #) Indicate location on plans of Note Block for Mandatory Measures: (Date) CERTIFICATE OF COMPLIANCE (part 2 of 2) Project Name: J.I.T. Documentation: Haynal & Co., Inc. Const ENV-1 page 4 of 23 Date: 11/7/1994 COMPLY 24 User 2875 OPAQUE SURFACES Assembly Name Type Location/Comments Note to Field R-11 Metal Stud Metal R-19 Roof(R.19 on Tile) Wood FENESTRATION Frame Orient Panes Type Exterior Shade OH Glazing Type OVERALL ENVELOPE METHOD Part 1 of 4 Project Name: J.I.T. Documentation: Haynal & Co., Inc. WINDOW AREA TEST A. Display Perimeter B. Gross Exterior Wall Area C. Gross Exterior Wall Area D. Enter Larger of A or B E. Enter Proposed Window Area 0.0 ft X 6 ft = 0.0 sf X 0.40 = 0.0 sf X 0.10 = If Eis greater than Dor less than C, proceed to for window area adjustment. If not, go to part 2 1. If Eis greater than D: D. Maximum Standard Area N/A 2. If Eis less than C: C. Minimum Standard Area N/A SKYLIGHT AREA TEST I I E. Proposed Area N/A E. Proposed Area N/A = = ENV-2 page 5 of 23 Date: 11/7/1994 COMPLY 24 User 2875 0.0 sf Display Area 0.0 sf 40% Area 0.0 sf Min Std Area 0.0 sf Max Std Area 0.0 sf Proposed Area the next calculation of 4. Window Adjustment Factor N/A Window Adjustment Factor N/A Atrium Height 0.0 ft If Height< 55 ft If Height>= 55 ft Standard= 5% ----------+----------Standard= 10% I V A. Gross Exterior Roof Area 426.0 sf X 0.05 = 21.3 sf Standard Area B. Enter Proposed Skylight Area 0.0 sf Proposed Area If the Proposed Skylight Area is greater than the Standard Skylight Area, proceed to the next calculation for the skylight area adjustment. If not got to part 2 of 4. 1. If Proposed Skylight Area> Standard Skylight Area: Standard Skylight Area N/A I Proposed Skylight Area N/A = Skylight Adjustment Factor N/A OVERALL ENVELOPE METHOD Part 2 of 4 Project Name: J.I.T. Documentation: Haynal & Co., Inc. OVERALL HEAT LOSS Assembly Name R-19 Roof(R.19 on Tile) R-19 Roof(R.19 on Tile) R-19 Roof(R.19 on Tile) Area 192.0 90.0 144.0 ** OVERALL HEAT LOSS COMPLIES PROPOSED HC U-Val ----- 1.4 0.043 1.4 0.043 1.4 0.043 Total Ux.A ------ 8.3 3.9 6.3 ------ 18.5 PROPOSED ENV-2 page 6 of 23 Date: 11/7/1994 COMPLY 24 User 2875 Adj. STANDARD Area U-Val Ux.A ----------------- 192.0 0.078 15.0 90.0 0.078 7.0 144.0 0.078 11.2 ------ Total 33.2 UA <= STANDARD UA ** OVERALL ENVELOPE METHOD Part 3 of 4 Project Name: J.I.T. Documentation: Haynal & Co., Inc. OVERALL HEAT GAIN Glazing WF PROPOSED Area SC H ** OVERALL HEAT GAIN COMPLIES V OHF Total Total 0.0 ENV-2 page 7 of 23 Date: 11/7/1994 COMPLY 24 User 2875 STANDARD Area RSHG Total Total 0.0 PROPOSED HG<= STANDARD HG** OVERALL ENVELOPE METHOD Part 4 of 4 Project Name: J.I.T. Documentation: Haynal & Co., Inc. Window Area Adjustment Calculations Gross Wall Name Dir Area --------------------------------- TOTALS 0.0 Skylight Area Adjustment Calculations Gross Roof Name Dir Area ---------------------------- R-19 Roof H 192.0 R-19 Roof H 90.0 R-19 Roof H 144.0 ----- TOTALS 426.0 Door Area ------------ 0.0 Window Area ------ ------ 0.0 Skylt Area ------ 0.0 0.0 0.0 ------ 0.0 ENV-2 page 8 of 23 Date: 11/7/1994 COMPLY 24 User 2875 Adjust Factor ------ Adjust Factor ------ 0.0000 0.0000 0.0000 Adjusted Window Wall Area Area 0.0 0.0 Adjusted Skylt Roof Area Area ------------ 0.0 192.0 0.0 90.0 0.0 144.0 ------------ 0.0 426.0 PROPOSED CONSTRUCTION ASSEMBLY Project Name: J.I.T. Documentation: Haynal & Co., Inc. COMPONENT DESCRIPTION Sketch of Construction Assembly ASSEMBLY U-VALUE Construction Components Outside Air Film 1. Gypsum or Plas.ter Board 2 • 3. Insulation, Mineral Fiber, R-11 4. Gypsum or Plaster Board 5. 6. 7 . 8. 9. Inside Air Film ENV-3 page 9 of 23 Date: 11/7/1994 COMPLY 24 User 2875 Assembly Name: R-11 Metal Stud Assembly Type: Wall Assembly Tilt: 90 deg (Vertical) Framing Material: Metal Framing Spacing: II 0.C. Framing Percent: 15.0 % Absorptivity: 0.70 Roughness: Smooth Plaster, Metal Th R-Value Fr (in) Cavity Frame 0.17 0.625 0.56 * 3.500 11.00 0.625 0.56 Unadjusted R-Values 0.68 12.98 TOTAL U-VALUE = 0.17 0.56 11.00 0.56 0.68 0.00 0.164 ===== TOTAL R-VALUE = 6.10 ===== Weight: Heat Capacity: 5.4 lb/sqft 1. 38 PROPOSED CONSTRUCTION ASSEMBLY Project Name: J.I.T. Documentation: Haynal & Co., Inc. COMPONENT DESCRIPTION Sketch of Construction Assembly ASSEMBLY U-VALUE Construction Components Outside Air Film 1. Roofing, Built-Up 2. Membrane, Vapor-Permeable Felt 3. Plywood 4. Air Space 5. Insulation, Mineral Fiber, R-19 6. Acoustical Tile, Interior Finish 7. 8. 9. Inside Air Film ENV-3 page 10 of 23 Date: 11/7/1994 COMPLY 24 User 2875 Assembly Name: R-19 Roof(R.19 on Tile) Assembly Type: Roof Assembly Tilt: 22 deg (Tilted Up) Framing Material: Wood Framing Spacing: II 0.C. ~raming Percent: 10.0 % Absorptivity: 0.70 Roughness: Concrete, Asph. Shingles Th R-Value Fr (in) Cavity Frame 0.375 0.010 0.500 12.000 6.000 0.500 0.17 0.33 0.06 0.62 0.80 19.00 1.43 0.17 0.33 0.06 0.62 0.80 19.00 1.43 Unadjusted R-Values 0.61 23.02 0.61 23.02 ADJUSTMENT FOR FRAMING (1 /23.02) X (0.90) + (1 /23.02) X (0.10) = 0.043 Weight: Heat Capacity: 4.6 lb/sqft 1.45 TOTAL U-VALUE = TOTAL R-VALUE = 0.043 ===== 23.02 ===== CERTIFICATE OF COMPLIANCE (part 1 of 2) Project Name.: J. I. T. Address: 2235 Faraday Ave., Suite N/O Carlsbad, CA 92008 LTG-1 page 11 of 23 Date: 11/7/1994 Building Permit No Lighting Designer: Checked by/ Date ~~=~~=~=~=~~~~-~~~~~=-~-:~~:-=~=~~--:~~:~=-~:-~~==-~~:: GENERAL INFORMATION Date of Plans: Building Conditioned Floor Area: 432 sf Building Type: Nonresidential Phase of Construction: O New Construction Method of Lighting Compliance: Prescriptive STATEMENT OF COMPLIANCE Climate Zone: 7 /4dition o Alteration This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Part 6, Chapter 1 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Code of Regula- tions. This certificate applies only to building lighting requirements. The Principal Lighting Designer hereby certifiJs that the proposed build- ing 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 s~bmitted with this permit application. The proposed building has been designed to meet the lighting requirements contained in sections 110, 119, 130 through 132 and 146 or 149. Please check one: O I hereby affirm that I am eligibie 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 electrical engineer or architect. o 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 docu- ments for work that I have contracted to perform. O 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 LIGHTING DESIGNER (Signature) (Lie. #) (Date) LIGHTING MANDATORY MEASURES Indicate location on plans of Note Block for Mandatory Measures: CERTIFICATE OF COMPLIANCE (part 2 of ·2) Project Name: J.I.T. Documentation: Haynal & Co., Inc. INSTALLED LIGHTING SCHEDULE No of Name Lamp Type Lamps ----------------------- Fluorescent 3 Fluorescent 3 MANDATORY AUTOMATIC CONTROLS Control Watts/ Lamp ------ 34 32 Ballast Type ----------Standard Standard LTG-1 page 12 of 23 Date: 11/7/1994 COMPLY 24 User 2875 Ballasts/ No of Note to Luminaire Fixt. Field --------------------- 1.5 2 1.5 3 Control Location ID Control Type Space Controlled Note to Field CONTROLS FOR CREDIT Control Control Location ID Control Type Space Controlled Note to Field LIGHTING COMPLIANCE SUMMARY LTG-2 page 13 of 23 ---------------------------------------------------------------------------Project Name: J.I.T. Date: 11/7/1994 Documentation: Haynal & Co., Inc. ACTUAL LIGHTING POWER Name Description 48" T-12 Low Watt /3 Lamp (Tandem) 48" T-12 Low Watt Plus/3 Lamp (Tandem) No of Lumin ----- 2 3 COMPLY 24 User 2875 Watts per ----- 108.0 100.5 Default -------y -y--- Total Watts 216.0 301.5 SubTotal 518 Less Control Credits (LTG-3) O Total Proposed Watts 518 * If not CEC Default value, please provide supporting documentation. ALLOWED LIGHTING POWER BY SPACE Space Name Lunch Room Hall Offices Occupancy Dining Area Corridor/Restroom Office TOTALS Floor Area ----- 192 90 150 ----- 432 Allowed LPD (w/sf) ------ 1. 200 0.800 1.600 ------ 1.256 Total Tailored (watts) (watts) -------------- 230 0 72 0 240 0 -------------- 542 0 * Note: Tailored Allotment requires supporting documentation on form LTG-4. CERTIFICATE OF COMPLIANCE (part 1 of 3) Project Name: J.I.T. Address: 2235 Faraday Ave., Suite N/O Carlsbad, CA 92008 Mechanical Designer: Documentation: Haynal & Co., Inc.--~ GENERAL INFORMATION MECH-1 page 14 of 23 Date: 11/7/1994 Building Permit No Checked by/ Date COMPLY 24 User 2875 Date of Plans:=------,-...---,-Building Conditioned Floor Area: 432 sf Building Type: Nonresidential ./ Climate Zone: 7 Phase of Construction: O New Construction ef"Addition O Alteration Method of Mechanical Compliance: Prescriptive / Proof of Envelope Compliance: O Previous Permit ifcompliance Attached STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Part 6, Chapter 1 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Code of Regula- tions. This certificate applies only to building mechanical requirements. The Principal Mechanical Designer hereby certifies that the proposed build- ing 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 mechanical requirements contained in sections 110 through 115, 120 through 124, 140 through 142,144 and 145. Please check one: O 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 mechanical engineer or architect. 0 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 docu- ments for work that I have contracted to perform. O 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 MECHANICAL DESIGNER (Signature) (Lie. #) (Date) MECHANICAL MANDATORY MEASURES Indicate location on plans of Note Block for Mandatory Measures: CERTIFICATE OF COMPLIANCE (part 2 of 3) Project Name: J.I.T. Documentation: Haynal & Co., Inc. SYSTEM FEATURES Zone Name New Areas Time Control S ----Setback Control None # of Isolation Zonesn/a HP Thermostat Yes Electric Heat o.o KW Fan Control Constant Volume VAV Min Position n/a Simul. Heat/Cool n/a Heat Supply Reset Constant Temp Cool Supply Reset Constant Temp Ventilation C OA Damper Control --A-- Economizer Type No Economizer Outdoor Air CFM 138 Heat Equip Type Heat Pump Make & Model No. Existing Rooftop Unit Cool Equip Type DX Make and Model Code Tables Time Control S:Prog Switch O:Occ Sensor M:Man Timer Ventilation B:Air Balance C:OA Cert. M:OA Measure D:Demand Cont N:Natural OA Damper A:Auto G:Gravity MECH-1 page 15 of 23 Date: 11/7/1994 COMPLY 24 User 2875 Note to Field CERTIFICATE OF COMPLIANCE (part 3 of 3) Project Name: J.I.T. Documentation: Haynal & Co., Inc. DUCT INSULATION System Name Type Duct Location -------------------------------------------------Existing Rooftop Unit Heating Ducts in Attic Cooling Ducts in Attic PIPE INSULATION Insul System Name Pipe Type Required Domestic Hot Water y I N NOTES TO FIELD -For Building Department Use Only MECH-1 page 16 of 23 Date: 11/7/1994 COMPLY 24 User 2875 Duct Tape Allowed ------- y I N y I N Insul R-Val ----- 4.2 4.2 Note to Field ------- Note to Field MECHANICAL SIZING AND FAN POWER Project Name: J.I.T. Documentation: Haynal & Co., Inc. SIZING AND EQUIPMENT SELECTION HVAC Zone Name: Heating System Name: Cooling System Name: System Multiplier: Peak Load Method: Relative. Humidity: 1. DESIGN CONDITIONS FOR Carlsbad 2. SIZING SPACES SERVED BY SYSTEM Lunch Room Hall O:f;fices Warehouse PEAK (Jan 12am) (Jan 12am) (Jan 12am) (Jan 12am) TOTAL SPACE LOAD Duct Gains & Losses: Ventilation: ( 134 CFM) Return Air Lighting Gain TOTAL SYSTEM LOAD 3. SELECTION A. Safety/Warmup Factor B. Maximum Adjusted Load C. Installed Equipment Capacity Btu/hr ------- 1534 705 1204 0 ------- 3443 344 4632 ------- 8419 1.43 12039 8419 MECH-2 page 17 of 23 Date: 11/7/1994 COMPLY 24 User 2875 New Areas Existing Rooftop Unit 1 COINCIDENT 50 % HEATING 38 F COOLING SENSIBLE LATENT 83 F 67 F PEAK Btu/hr Btu/hr -------------- (Aug 3pm) 1828 910 (Aug 3pm) 502 56 (Aug 3pm) 1141 107 (Aug 3pm) 0 0 -------------- 3471 1073 347 724 171 0 -------------- 4542 1244 1.21 5496 4542 1244 If Line 3-C > Line 3-B, Explain: ____________________ _ FAN POWER CONSUMPTION No. Efficiency Peak Conv Peak Supply Fan Description Sys BHP Motor Drive HP Fact Watts CFM ---------------------------------------------------- Supply Fan 1 X 0.00 I [O .49 X 1. 00] = 0.00 X 746 = 2 140 ---------------- Totals 0.00 2 140 FAN POWER DEMAND 2 watts/ 140 cfm = 0.011 watts/cfm MECHANICAL EQUIPMENT SUMMARY Project Name: J.I.T. Documentation: Haynal & Co., Inc. CENTRAL SYSTEM SUMMARY Sys No MECH-3 page 18 of 23 Date: 11/7/1994 COMPLY 24 User 2875 No System Name System Type Sys Economizer Type 1 Existing Rooftop Unit Packaged Heat Pu 1 No Economizer CENTRAL SYSTEM RATINGS Sys-------Heating----------------------------------Cooling---------- No Type Output Aux KW EFF Type Output Sensible EER SEER 1 Heat Pump 10271 0.0 6.60 DX 5452 4413 8.00 9.00 CENTRAL FAN SUMMARY------------Supply Fan-----------Return Fan Mtr Drv CFM BHP Eff Eff Sys Mtr Drv No Fan Type Motor Location CFM BHP Eff Eff 1 Constant Volume Draw-Through ZONAL FAN SUMMARY Space Name None No CFM 140 Zonal Fan Mtr BHP Eff 0.00 49 100 None ------------Exhaust Fan Drv Mtr Eff No CFM BHP Eff Drv Eff MECHANICAL VENTILATION Project Name: J.I.T. Documentation: Haynal & Co., Inc. VENTILATION SUMMARY BY SPACE Space Name T Occupancy -------------------------------------Lunch Room Dining Area Hall Corridor/Restr Offices Office Floor Area ----- 192 90 150 sqft /Occ 29 200 143 MECH-4 page 19 of 23 Date: 11/7/1994 COMPLY 24 User 2875 Tran CFM Min Design sfer /Occ CFM CFM CFM ------ 15.4 102 102 30.0 14 14 21.5 23 23 ------ TOTALS 138 138 Note: If Tailored (T=*), user must document sqft/Occ and/or CFM/Occ values. HVAC ZONE HEATING & COOLING LOAD SUMMARY Project Name: J.I.T. Documentation: Haynal & Co., Inc. HVAC ZONE DESCRIPTION HVAC Zone Name: Heating System Name: Cooling System Name: System Multiplier: Fan Schedule: Peak Load Method: Relative Humidity: SPACES IN THIS ZONE Lunch Room Hall Offices Warehouse PEAK (Jan 12am) (Jan 12am) (Jan 12am) (Jan 12am) TOTAL SPACE LOAD Duct Gains & Losses: Ventilation: ( 134 CFM) Return Air Lighting Gain TOTAL SYSTEM LOAD SYSTEM OUTPUT AT DESIGN CONDITIONS HEATING 1534 705 1204 0 3443 344 4632 8419 8419 page 20 of 23 Date: 11/7/1994 COMPLY 24 User 2875 New Areas Existing Rooftop Unit 1 Day Fans STD COINCIDENT 50 COOLING PEAK SENSIBLE -------- (Aug 3pm) 1828 (Aug 3pm) 502 (Aug 3pm) 1141 (Aug 3pm) 0 -------- 3471 347 724 0 -------- 4542 4542 g.. 0 LATENT 910 56 107 0 1073 171 1244 1244 NOTE: The TOTAL SYSTEM LOAD shown represents the minimum size equipment which will heat or cool this zone during the design conditions indicated. These numbers include no safety factor, and the HVAC contractor should oversize by a reasonable margin to account for variations in weather conditions and the pick-up capacity required to bring the zone to temper- ature as a result of a setback thermostat. Those responsible for final equipment selection should note that Sensible and Latent Cooling Loads are indicated to allow for accurate comparison with manufacturer's output data. SPACE HEATING & COOLING LOAD SUMMARY Project Name: J.I.T. Documentation: Haynal & Co., Inc. SUMMARY OF PEAK HOUR LOADS FOR SPACE Space Name: DESIGN CONDITIONS Peak Hour: Indoor Conditions: Outdoor Conditions: LOAD COMPONENT Wall Conduction Window Conduction Door Conduction Roof Conduction Skylight Conduction Floor Conduction Slab Conduction Interior Conduction Infiltration Solar Gain Lighting Receptacle Process Occupants Quantity 160.0 sqft o.o sqft o.o sqft 192.0 sqft o.o sqft o.o sqft 192.0 sqft o.o sqft 0.5 AC/hr o.o sqft 201.0 watts 192.0 watts 0.0 watts 6.6 occs SPACE LOADS page 21 of 23 Date: 11/7/1994 COMPLY 24 User 2875 Lunch Room COOLING HEATING SENSIBLE LATENT Jan 12am 70 F DB 38 F DB Btu/hr 0 o· 0 267 0 0 770 0 497 0 0 0 0 0 1534 Aug 5pm 78 F DB 81 F DB 50 %-RH 65 F WB Btu/hr Btu/hr 0 0 0 46 0 0 0 0 0 0 555 328 0 910 1839 910 910 Heating AirFlow: Cooling AirFlow: 1534 Btu/hr 1 ; [1.08 x 1839 Btu/hr [1.08 x 35 F DeltaT)] = 23 F DeltaT)] = 41 cfm 74 cfm SPACE HEATING & COOLING LOAD SUMMARY Project Name: J.I.T. Documentation: Haynal & Co., Inc. SUMMARY OF PEAK HOUR LOADS FOR SPACE- Space Name: DESIGN CONDITIONS --------------------Peak Hour: Indoor Conditions: Outdoor Conditions: LOAD COMPONENT Quantity --------------------------------- Wall Conduction 81.0 sqft Window Conduction 0.0 sqft Door Conduction 0.0 sqft Roof Conduction 90.0 sqft Skylight Conduction 0.0 sqft Floor Conduction 0.0 sqft Slab Conduction 90.0 sqft Interior Conduction 0.0 sqft Infiltration 0.5 AC/hr Solar Gain 0.0 sqft Lighting 100.5 watts Receptacle 90.0 watts Process 0.0 watts Occupants 0.4 aces SPACE LOADS HEATING ------- Jan 12am 70 F DB 38 F DB Btu/hr ------- 0 0 0 125 0 0 347 0 233 0 0 0 0 0 ------- 705 page 22 of 23 Date: 11/7/1994 COMPLY 24 User 2875 Hall COOLING SENSIBLE LATENT -------------- Aug 5pm 78 F DB 50 % RH 81 F DB 65 F WB Btu/hr Btu/hr -------------- 0 0 0 22 0 0 0 0 0 0 277 154 0 56 56 -------------- 508 56 Heating AirFlow: Cooling AirFlow: 705 Btu/hr/ [1.08 x 35 F DeltaT)] = 508 Btu/hr/ [1.08 x 23 F DeltaT)] = 19 cfm 20 cfm SPACE HEATING & COOLING LOAD SUMMARY Project Name: J.I.T. Documentation: Haynal & Co., Inc. SUMMARY OF PEAK HOUR LOADS FOR SPACE Space Name: DESIGN CONDITIONS --------------------Peak Hour: Indoor Conditions: Outdoor Conditions: LOAD COMPONENT Quantity --------------------------------- Wall Conduction 144.0 sqft Window Conduction 0.0 sqft Door Conduction 0.0 sqft Roof Conduction 144.0 sqft Skylight Conduction 0.0 sqft Floor Conduction 0.0 sqft Slab Conduction 144.0 sqft Interior Conduction 0.0 sqft Infiltration 0.5 AC/hr Solar Gain 0.0 sqft Lighting 216.0 watts Receptacle 150.0 watts Process 0.0 watts Occupants 1.1 aces SPACE LOADS HEATING ------- Jan 12am 70 F DB 38 F DB Btu/hr ------- 0 0 0 200 0 0 616 0 388 0 0 0 0 0 ------- 1204 page 23 of 23 Date: 11/7/1994 COMPLY 24 User 2875 Offices COOLING SENSIBLE LATENT -------------- Aug 3pm 78 F DB 50 %-RH 83 F DB 67 F WB Btu/hr Btu/hr -------------- 0 0 0 41 0 0 0 0 0 0 709 256 0 134 107 -------------- 1141 107 Heating AirFlow: Cooling AirFlow: 1204 Btu/hr 1 ; [1.08 x 1141 Btu/hr [1.08 x 35 F DeltaT)] = 23 F DeltaT)] = 32 cfm 46 cfm MANDATORY REQUIREMENTS ENVELOPE MANDATORY MEASURES (NONRESIDENTIAL) 1. Exterior manufactured doors, windows, and fenestration products shall meet the infiltration and U-value certification requirements of Section 116(a). 2. Site-constructed doors, skylights, and windows shall be caulked and weather-stripped per Section 116(b). 3. All joints and openings which are potential sources of air leakage shall be caulked, gasketed, weather-stripped or otherwise sealed to limit infiltration and exfiltration per Section 117. 4. Certified insulation materials per Section 11 B(a). 5. Urea Formaldehyde foam insulation installed per Section 11 B{b). 6. Insulation installed to meet flame spread and smoke density requirements per Section 11 B(c). LIGHTING MANDATORY MEASURES 1. Each enclosed area shall have independent controls (per Section 131 (a) and exceptions). 2. Lighting shall be uniformly reducible by one half in areas which are gr~ater than 100 sf, exceed 1.2 watts/sf, and have more than one luminaire (per Section 131 (b) and exceptions; exceptions include lights in corridors). 3. Daylit areas larger than 250 sf shall be separately controlled and uniformly reducible by one half (per Section 131 (c) and exceptions). 4. Separately metered spaces 5,000 sf or greater shall have automatic shutoff controls (per Section 131 (e), no exceptions). 5. Display lighting shall be seperately switched on circuits that are 20 amps or less (per Section 131 (e), no exceptions). 6. Exterior lighting controlled from a lighting panel within the building shall be automatically controlled (per Section 131 (f) and exceptions). 7. Pairs of one-lamp and three-lamp fluorescent luminaires shall be tandem-wired where reasonable (per Section 132 and exceptions). MECHANICAL AND PLUMBING MANDATORY MEASURES Equipment and Systems Efficiency 1. HVAC and service water heating equipment shall meet Appliance Efficiency Regulations, per Sections 111 and 112. 2. Piping, except those conveying fluids at temperatures between 60 and 105 degrees F, or within HVAC equipment, shall be insulated in accordance with Section 123. 3. Air handling duct systems shall be sealed in accordance with the SMACNA HVAC Ducts Construction Standards, Metal and Flexible, 1985, per Section 124{a) and (b). Ducts shall be installed and insulated as provided in UMC, Chapter 1 O. 4. Pilot lights shall not be installed for natural gas central furnaces, and pool and spa heaters, per Section 115. Ventilation 1. Every space in a building shall be designed to have outdoor air ventilation according to Section 121 (a), {b) and (e). 2. Operation and control of outdoor air shall meet the time-of-occupancy and pre-occupancy requirements of Section 121 (c). 3. When a return plenum is used to distribute outdoor air to a covered HVAC unit, the ducted discharge shall be in accordance with Section 121 (d). 4. Systems shall meet the completion and balancing requirements of Section 121 (f). Controls 1. Each space conditioning zone shall be controlled by an individual thermostatic control that responds to temperature within the zone. Heating shall be adjustable down to 55 degrees or lower, and cooling shall be adjustable up to 85 degrees or higher. The control shall provide a dead-band of 5 degrees between heating and cooling, Section 122{a) and (b). 2. Heat pumps with supplementary electric resistance heaters shall have controls per Section 112(b). 3. Each space conditioning system shall be installed with an automatic time switch, able to shut off operation during off-hours of up to four hours, per Section 122{e)1. 4. Thermostat setup and setback controls are required if the summer design dry bulb temperature is more than 99 degrees F, or if the winter design temperature is less than 33 degrees, per Section 122{e) 2, and its exceptions. 5. Outdoor air supply and exhaust equipment shall be installed with dampers that automatically close during periods of non-use for the areas served by the equipment, per Section 122(f). 6. Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 square feet shall be designed, installed, and controlled to serve isolation areas, per Section 122(g). SERVICE WATER HEATING SYSTEMS 1. Temperature controls and recirculating pump controls shall meet the requirements of Section 113{a) and (b). 2. Flow rates and temperature controls for public lavatories shall meet the requirements of Section 113(b)3. 3. Unfired service water heater storage tanks and backup tanks for solar water heating shall comply with Section 113{b)4.