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HomeMy WebLinkAbout1906 ARENAL RD; FIRE STA 2; CB901965; Permit1 . BUILDING PERMIT Permit No: CBY01965 12/18/91 14:28 Project No: A9002264 Page 1 of 1 Development No: .Job Address: 1906 ARENAL RD Str : F1: Ste : Permit Type: INDUSTRIAL TENANT IMPROVEMENT Parcel No: 215-140-19-00 Valuation: 0 Occupancy Group: 82 Construction Type: VN Class Code: Description: RENOV FIRE STN #2 NO FEE PERMT Applied: 12/21/30 Apr/Issue: 12/18/91 I Status : ISSUED Validated By: Df Appl/Ownr : WALDEN, C FACILITIES MGR 619 438-7753 CARLSBAD, CA 920 2075 LAS PALMAS DRI OWNER : CITY OF CAR 4381161X4106 CARLSBAD 408 OAK AV *** Fees Required * 3: * -"""""""""_ Fees : Adjustments: Total Fees: """"""""_ . 00 . L' fJ .00 Ext fee Data Fee description Enter 'Y' for Mech """""""""_ """-""""_ N I FM@ APPROVAL CITY OF CARLSEAD 2075 La pslmps Dr., Carlsbad, CA 92009 (619) 438-1161 PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Palnas Dr., Carlsbad, CA 92009 (619) 138-1161 1. PERMIT TYPE I UTEWANT IMPRWEMENT 2. PROJECT INFORMATION PLAN CHECK No. 43 FOR OFFICF US6 ON1 Y ._ Addrerr 1906 Arena1 Road Buildingb suite fo. . - minor exterior remodeling. 3. CONTACT PERSON BLDG. SO. FTG. X DF STORIES NAME Chuck Walden - Utilities & MaintwESS City of Carlsbad STATE ZIP CWE DAY TELEPHWE 4. APPLICANT SIGNATURE NAME City of Carlsbad - Utilities andD?%htenance OcowrRAClOR OAGENl FOR CONTRACTOR WER OAGENT FMI WNER CITY 5. PROPERTY OWNER smrf ZIP cmf 011 TELEPHONE NAME City of Carlsbad MER OLfSSEE OTEHANi ADDRESS CITY STATE ZIP CWf 6. CONTRACTOR DAY TELEPHWE NAME ADDRESS RECEIVED 1 1 193 FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING 7- ~.'' PLANNING U/M WATER PLAN CHECK#: CB901965 PROJECT NAME: RENOV FIRE,STN #2 NO FEE PERMT PERMIT#: CB901965 DATE: 05/07/92 PERMIT TYPE: IT1 ADDRESS : *+#M CONTACT PERSON/PHONE#: MH/CHUCK/2188 SEWER DIST: LC WATER DIST: CA . ....................................... .................................... DATE INSPECTED: (p !&/5> APPROVED DISAPPROVED - INSPECTED DATE BY : INSPECTED: APPROVED - DISAPPROVED - INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED - 1 , 05/08/92 INSPECTION HISTORY LISTING FOR PERMIT# CB901965 DATE 05/07/92 05/07/92 05/07/92 05/07/92 05/07/92 05/01/92 04/30/92 04/29/92 03/16/92 03/16/92 03/13/92 03/11/92 03/13/92 03/11/92 03/02/92 03/02/92 03/02/92 03/02/92 03/02/92 02/28/92 02/28/92 02/27/92 02/27/92 02/27/92 02/27/92 02/18/92 02/11/92 02/11/92 02/10/92 02/10/92 02/07/92 01/30/92 INSPECTION TYPE Final Structural Final Plumbing Final Electrical Final Mechanical Final Combo Final Combo Final Combo Final Combo Exterior Lath/Drywall Exterior Lath/Drywall Exterior Lath/Drywall Exterior Lath/Drywall Interior Lath/Drywall Interior Lath/Drywall Frame/Steel/Bolting/Wel Rough/Topout Rough Electric Rough/Ducts/Dampers Rough Combo Rough Combo Rough Combo Frame/Steel/Bolting/Wel Rough/Topout Rough Electric Rough Combo Gas/Test/Repairs Footing Footing Underground/Under Floor Underground/Under Floor Underground/Under Floor Frame/Steel/Bolting/Wel INSP TP TP TP TP RI TP TP TP RI TP RI PD RI PD TP TP TP TP RI RI TP TP TP TP RI PD RI PD RI PD MP MP ACT AP AP AP AP RI NR co co RI AP RI co AP RI AP AP AP AP RI RI co PI wc AP RI AP RI AP RI AP AP NR COMMENTS BATH FAN VENT lO'/HVAC AIR MH/CHUCK/2188 NO RESPONSE AT SITE WAC CONDENSATE MH MH/AM PLEASE MH WALLS INTERIOR MH MH/966-5470 PAGER ELECT SVC CHANGE MH/966-5407/PAGER MH/ MH/ SEE INSPECTORS NOTES . HIT <RETURN> TO CONTINUE... CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB901965 FOR 05/07/92 INSPECTOR 'AREA TP DESCRIPTION: RENOV FIRE STN #2 NO FEE PERMT PLANCK# CB901965 OCC GRP TYPE: IT1 CONSTR. TYPE NEW JOB ADDRESS: 1906 ARENAL RD APPLICANT: WALDEN, C FACILITIES MGR PHONE: 619 438-775 CONTRACTOR: PHONE : OWNER: CITY OF CARLSBAD PHONE: 4381161x4 REMARKS: MH/CHUCK/2188 SPECIAL INSTRUCT: CALL CHUCK BEFORE GOING 2188 STE : INSPECTOR TOTAL TIME : CD LVL DESCRIPTION ACT COMMENTS 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical " " " - ***** INSPECTION HISTORY ***** DATE DESCRIPTION 050192 Final Combo 043092 Final Combo 042992 Final Combo 031392 Exterior Lath/Drywall 031192 Interior Lath/Drywall 030292 Frame/Steel/Bolting/Welding 030292 Rough/Topout 030292 Rough Electric 030292 Rough/Ducts/Dampers 022892 Rough Combo 022792 Frame/Steel/Bolting/Welding 022792 Rough Electric 021892 Gas/Test/Repairs 021192 Footing 021092 Underground/Under Floor 020792 Underground/Under Floor 013092 Frame/Steel/Bolting/Welding ACT NR co co co AP AP AP AP AP co AP PI AP AP AP AP NR TP INSP NO RESPONSE AT SITE COMMENTS TP WAC CONDENSATE TP PD PD TP TP TP TP WALLS INTERIOR TP TP TP ELECT SVC CHANGE PD PD MP PD MP SEE INSPECTORS NOTES .. . .I. CITY OF CARLSBAD NOTICE 438-3550 ! BUILDING DEPARTMENT 2075 LAS PALMAS DRIVE FOR INSPECTION CALL 438-3101. RE-INSPECTION FEE DUE? 0 YES FOR FURTHER INFORMATION, CONTACT PHONE TIME ARRIVE: TIME LEAVE: CD LVL DESCRIPTION ACT comNTs ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92~123 (619) 560-1468 0 necessary and substantially comply with the .jurisdiction's The plans transmitted herewith have been corrected where building codes. The plans transmitted herewith will substantially comply @ with the jurisdiction's building codes when minor deficien- cies identified 0t.J A512~lr.Q ~!,I&T are resolved and checked by building department staff. fl identified on the enclosed check list and should be corrected The plans transmitted herewith have significant deficiencies 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. The applicant's copy of the check list is enclosed for the 0 jurisdiction to return to the applicant contact person. 0 The applicant's copy of the check list has been sent to: 0 Esgil staff did not advise the applicant contact person that SEsgil staff advise applicant that the plan check has plan check has been completed. been completed. person contacted: si- 2d.k k(r'.:..GFF: d ,L': ,!.;>.[..5?.,~5 Date contacted: Telephone # 0 REMARKS: By :/r:prJoy/ 4 'tJ3t- Enclosures: ESGIL CORPORATION December 18, 1991 Marty: Fire Sta #2 Arena1 Rd 1.1. This permit is being issued today. There is a note on the plans that says only one restroom is required because there will be no female employees. I questioned Chuck Walden about this, and he said the Council (?) had approved because many of the other stations had provisions for females, and those appointed would be assigned to work there. I asked if you had approved, and Chuck said he didn't know. approved by you, please initial below and I'll put this It sounds reasonable to me because the stations easy distances from each other., APPROVED: DATE : Date plans received by plan checker: 7- 52 r QIECK NO,: 40 -i 9 (7q Date plan recheck completed: +? By: fl I &mp RECHECK PLAN CORRECTION SHEET ~~~: PI&SE RwD Plan check in limited to 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 disabled access. The plan check is based on regulations enforced by the Buildlng Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items shown below need cikification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per SeC. 303(c), Of the Uniform nuilding Code, the approval of the plans does not permit the violation of any state, county or city law. \ The following items have not been resolved make all corrections on the original from previous plan reviews. The original tracings md submit two new sets of prints, correction number has been given for your and any ariginal plan sets that may have been reference. In case you did not keep a COPY returned to you by the jurisdiction, to: of the prior correction . list, we have enclosed those pages containing the Still outstanding corrections. Please contact me if you have any questions regarding these items. Please indicate here if any changes have been made to the plans that are not a result next to each item, To facilitate rechecking, please identify, of corrections from this list. If there are the sheet of the plans other changes, please briefly describe them upon which each correction on this sheet has been mado and return this check sheet with and where they are located on the plans. the reviaod plans. Have changes been made to the plans not 1 resulting from this correction list? Please GI77 72 &;-. -7 3-y 5. # check. - Yes I Form No. RPcS..1,1zgo L PI.- CAirl"%F%.L Ih PAGE: I /I ' PLAN CHECK XUMBER : q6- I 4 fo SET: n PLAN CHECKER : DARRELL MORRIS^ DATE: s 1 6 1 ?/ / ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO. CA 92 123 (619) 56Cb1468 DATE : "/*f/Y/ JURISDICTION: cln dhflakD ?-!a JURISDICTIO PLAN CHECK NO: 40 - 1% 5 SET : x PROJECT ADDRESS : 190@ mw R&eQ FILE COPY -ups y-.. .. .. DESIGNER 0 necessary and substantially comply with the jurisdiction's The plans transmitted herewith have been corrected.where building codes. The plans transmitted herewith will substantially comply- 0 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 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. The applicant's copy of the check list is enclosed for the c] identified on the enclosed check list and should be corrected 0 jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: Clry ChRCsm. rn! WK LdkLDW IEsgil staff did not advise the applicant contact person that plan check has been completed. c Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # - 0 REMARKS: By: 5ym Enclosures: ESGIL CORPORATION OGA BAA URN mDM ’ JURISDICIION: cP84€J&u Date plans received by plan checker: ?/9/?/ PLAN MECK NO.: 9o-f9bS- Date plan recheck completed: q21 By: sy& PROJECT ADDRESS: iygG mfi TO: Clsy OF CAALS- rn! &k 4ALDW REMECK PLAN CORRECTION SW FOREWORD: PLEI\SE RWD Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform conservation, noise attenuation and disabled access. The plan check is based on regulations enforced Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Pngineering Department or other departments. lhe items shorn below need clarification. modification or change. All items have to be satisfied before the plans will be in conformMce with the cited codes and regulations. Per Sac. 303(c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. pwls Please maka all corrections on the original and any original plan sets that may have been tracings and hubmit two new sets of prints, returned to you by the jurisdiction, to: To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. The following items have not been resolved from previa plan reviews. The original correction nmber has been given for your reference. In case you didaot keep e, copy enclosed those pages con- the still of the prior correction list, wa have outstanding corrections. Please contact w, if you have any questions regarding these items. been made to the plans that are not a result Please indicate here if any changes have of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made to the plans not resulting from this correction list? Please check. ,, " mcaeanuQwr 40 - \%o 5 SFT x A": H" f&lAmuLKIIRIsm 1. submit complete electrical plans and specifications. 0 15. Submit plan showing location of a11 panels. NEC l\O-lle, ZCa-14, 3,"Zl 2. Submit plan showing location of all 0 SEE 15A services. NEC z%", 70,71,72, e4 16. Provide the required working clearances in front of panelboard(6) per Nu: 110- S.. Submit complete one-line diagram of service and feeders. I6(a). Submit panel schedules. REqI5ED k. Indicate the grounding system to be l8. Suecifv conduit and wire sizes. 19. Specify aluminum or copper conductors and 5. Indicate were interrupting capacities type of insulation. (AIC) of service and subservice equipment. hEC 230-65/110-9. 20. Show approximate length of feeders. breakers. NEC -"& Indicate siren of fusee andlor circuit 21. Specify electrode conbeor size and type wire. (aluminum or copper) 7. Indieat. fuse U to show fault U." 22. Submit electrical load calculations. currents are limited to 10,000 amps on branch circuits,(i.e. JJN. LCLJ !crS,~Phl) Micate existing main service size. 8. If fuses are not used to limit fault Indicate exirting main service load. currents on branch circuits to 10,000 amp, specify aethod to b. used. IC CURREUT unlmd& BREALLFCS) Submit plan shonng location of all 'SERIES Rmw .~R-KsR~ > Indicate new additional loads. Indicate wirhg method, Le. W, mtal flex. ,$ Indica- dimension of switchkds md 27. Show exit signs on the electriul control panels rated 1200 amperes or ligbting plan(S). AS per %C. 3313 and more. NEC llO-l6(c). 3314 of the 1988 UBC, provide two sources of power to exit signs and exit illumination. NEe le- IL, 16 .Y . Provide the required access and entrance to working space for switchboards and control panels rated 1200 amperes or 28. Provide receptacle(6) within 25' &the more. Nu: llO-l6(c). WAC A/C units. IMC Section 509. 0 +. Submit plan showing location of all transformrr. Provide multiple switch light~'controls per CAC, rith 24, 2-5319. . Indicate the grcunding system to b. 26(c)yLI€4E€5T ELEC.TRoDE"- installed for transformers. Nu: 250- BLDG. STEEL, COLD wmee PIPE kid. overcurrent protection on the secondy side of tranafomerc. NEC 240- 21/384-16(d). f- Provide the required sign circuit(n) and outlet(s) per NEC M"6(b). @ 6wed w tha rehk oroces8. as Ifst for 6 c-v) when =h itea -sed. i..., w list when w etc. ne rubit tha revised 09ll0190 ELECTRICAL ~WRRtcTIONS I U ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92 123 (619) 5601468 - PROJECT NAME: - Sts ?;A, dz I?ernoclp/ The plans transmitted herewith have been corrected where building codes. The plans transmitted herewith will substantially comply 0 with the jurisdiction's building codes when minor deficien- cies identified checked by building department staff. The plans transmitted herewith have significant deficiencies 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. The applicant's copy of the check list is enclosed for the The applicant's copy of the check list has been sent to: 0 necessary and substantially comply with the jurisdiction's are resolved and 0 identified on the enclosed check list and should be corrected 0 jurisdiction to return to the applicant contact person. CLT~ 4 tf Ccik-bZd A*, ; ChHCk 1U.a /&I) ' Z075- Lss .plo).+fq~ DP. I Cs,-/Sb&, CAI 92007 Esgil staff did not advise the applicant contact person that plan check has been completed. 0 Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # 0 REMARKS: AuIcaRRmxI - Date plans received by jurisdiction: IZ-21- 90 Date plans received by Esgil Corp.: /Z-;c4- 46 Date initial plan check completed: Applicant contact person: chick Icz, LL, Tel. Y38 - 77'3 X 4/04 Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical code and smte law regulating energy conservation, noise attenuation and access for the disabled. Ihe plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning -t, Engineering Department, Fire Department or other departments. Present California law mandates that construction comply with Title 24 and the applicable model code editions adopted, with or without changes, by the various state agencies authorized to propose building regulations for enforcenent at the local level. Code sections cited are based on the 1988 UBC. Ihe circled items listed need clarification, modification or change. All items ut be with the cited codes and regulations. Per Set. 303 satisfied before the plana will be in conformance (c), 1988 Uniform Building Code, the approval of the plans does not permit the violation of any state, cmty or city law. 1 lor a CODY) wher ss. no e on this list a dm ed i.e e each correction item har been 7 sutmit the revised ~1 ed list wh ans. rum: PM?E~ARumIN"PAG5m~110wIp~~oIuyeol" List No. 50, GENERAL COMERCIAL, WITHOUT ENEl?GY OR IOCIU. ORDINANCE OR POLICY SUPPLPIWTS (1988 UBC) A. Q 0 B. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapde Drive, Suite 208, San Diego, California 92123, (619) 560-1468. Please de all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. (gwRAt Provide the site address and a vicinity sketch on the Title Sheet. Provide the M~BS, addresses and telephone numbers of the owner and the responsible design professionals on the Title Sheet. All sheets of the plans and the first sheet of the calculations are required to be signed by the California licensed architect or engineer responsible for the plan preparation. Please include the California license number, seal, date of license expiration and the date the plans are signed. Business and Professions Code. Show on the Title Sheet all buildings, structures, walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included" on the site plan or Title Sheet. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each tuilding proposed: kcupaney Group d-;z Description of Use Type of Construction Sprinklers: Yes or No e stories Height NC Floor Area 76.FO * Justification to exceed allowable area in Table 5-C. (if applicable) /Provide a note with the building data legend stating that yards used for area increases shall be permanently maintained. /Indicate on the Title Sheet whether or not a grading permit is required for this project. plans that this project shall comply with Provide a statement on the Title Sheet of the Title 24 and 1988 UBC, UMC and upc and 1987 NEC . @ hazardous materials will be stored and$or used Provide a note on the plans indicatin if any within the building which exceed the listed in UBC Tables 9-A and 9-B. Specify the uses of all rooms or areas. c. smpw( @ Provide a fully dimensioned site plan drawn to scale. Show north arrow, property lines, buildings and structures. easemnts, streets, existing and proposed . Provide a statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan". buildings to remain, existing buildings to be demolished, buildings to be constructed under this permit and any proposed future buildings. . Clearly designate on the site plan existing Clearly designate my side yards used to justify increases in allowable area based on Section 506. Show on the site plan all proposed walls, retaining walls and fences. Specify their heights on the plans. Provide construction details if a part of this permit. 0 18. Clearly dimension building setbacks frm property lines, street centerlines, and from all adjacent buildings and structures on the site plan. Justification to exceed allowable height or stories in Table 5-D. (if applicable) Show and dimension on the site plan all "29. building projections including eaves, balconies, cornices and similar appendages extending beyond the exterior walls. Show on the site plan, or provide the grading plans, showing finish floor elevations, elevations of finish grade adjacent to buildings, drainage patterns and locations and gradients of cut or fill slopes. @ Show dimensioned parking layout including any required disabled access spaces. p-! Show the location of any designated flood plains, open space easements, or other developmt restricted areas on the site plan. D. x 23. When two or more buildings are on the same property, the buildings shall have an assmed property line between them for the purpose of protection and roof cover requiremnts. per determining the required wall and opening Section 504 (c). An exception is provided if the combined area of the buildings is within the limits specified in Section 505 for a single building. If this exception is used, Show how the building(s) will comply with Section 505. When a new building is to be erected on the same property as an existing building, the location of the assumed property line with relation to the existing building shall be such that the exterior wall and opening protection of the existing building met the criteria of Table 5-A and Part IV. Section 504 (c). Buildings'over one story and containing courts purpose of determining required wall and shall have an assumed property line for the protection of court walls, per Section %?3. See possible exception. Please show how the court walls will be made to comDlv with Section 504 (c). The exterior walls less than lafeet to .¶ property line or an assumed property line, shall be kfh-rated construction. Section 03. .. ' Exterior walls shall have a 30 inch parapet when less than line or an assumed property line. feet to a property me uppermost 18" of such parapets shall be noncombustible. (see exception, Section 1709.) 28. The exterior wall shall have protected openings property line or an assuued property line. (914 hour) when closer than A feet to a Section x03. 0 34. 15. :6. 17. :a. 39. The exterior walls shall have no openings when closer than 5 feet to a property line or an assumed DroDertv line. Weninas include windows, doors; siuppkrs, vents; etcl Section 5 03. Eaves over required windows shall be not less than 30 inches from side and rear property lines. Section 504 (a). Combustible projections located where openings are required to be protected shall be heavy timber or one-hour construction. Section 1710. Projections may not extend more than 12 inches into areas where openings are not allowed. section 1710. Projections over public property mst comply with Chapter 45. Projections may not extend mre than one-third property line or one-third the distance from the distance from the exterior wall to the an assumed vertical plane located where fire- resistive protection of openings is first required, whichever is least restrictive. Section 504 (b). Fire-resistive exterior wall construction shall be maintained through attic areas. Section 4304 (c). when openings are required to be protected due to location on property, the sum of openings shall not exceed 50 percent of the total area of the wall in each story. Section 504 (b). A covered pedestrian walkway must comply With the requirements in Section 509. Exterior exit balconies cannot be located in ~- ~~~~~ ~~~~~~~~~~ M area where openings are required to be protected. Section 3305 (i). Exterior stairways shall not project into yards where protection of openings is required. Section 3306 (n). Yards or courts serving as required exits for wide or have walls of one-hour COnstructiOn 10 or more occupants must be at least 10 feet for a height of 10 feet atmve the court or yard grade. Openings shall be protected by fire-assemblies having a rating of not less definition and Section 3311 (a). than three-fourths-hour. Section 3301 (b) 2/14/9Q 3 I &. Ihe maximum number of required exits and their required separation must be maintained until dSection 3303 (a). egress is provided from the structure. Where a required exit enters a yard or court the minimum width of the yard or court shall be 44” and the yard mst be unobstructed and lead to a public way. Section 3311 (b), Section 3301 (b). lfl. Where required exits enter an exit court (see definition, section 404 and 3301), the exit court must discharge into a public way or exit passageway. Ihe exits from the exit court shall comply with Section 3311 (d) requir-ts for width, number. and protection of walls and openings when the occupant load exceeds 9. 1..2. Change in width in a exit court shall be effected gradually by a guardrail at least 36 inches high and making an angle of not more than 30 degrees with the axis of the court. Section 3311 (b). 1:. 3. Walls of exit passageways shall be without openings except exits and shall have walls, floors and ceilings of the same fire- minimum one-hour fire-resistive construction. resistance required for the building, with a Exit openings in the walls shall be protected by a three-fourths-hour assembly. Section 3312 (a). 1:.4. Basements require two exits. Section 3303 (a). L.5. Total width of exits in feet shall be not less than total occupant load served divided by 50. Tributary occupant load from bas-ts and stories above shall be per Section 3303 (b) and the maximum width required for any story shall be maintained. 116. No point in the building shall be more than 150 feet (200 if sprinAlered) from an exterior exit, horizontal exit, enclosed stairway or exit passageway, meanwd along the path of travel. lhis may be increased 100 feet if last 150 feet is in a corridor. Section 3303 (d) (See exceptions). .. 1:.7. Double acting doors are not allowed when serving a tributary occupant load of mre than of smoke and draft control assemblies or when 100, or Vhen part of A fire. assembly, or part equipped with panic hardware. Section 3304 (a). 1:s. Exit doors should swing in the diree’tion of egrees When Serving Occupant 10Ad Of 50 01 more or when se~ing any hazardous area. Section 3304 (b). See doors 0 without the use of a !ey, s ecial knowledge, 119 Exit doors should be o enable from the inside or effort. Section 3304(cP [Note that exit doors serving 10 or less occupants may have a night latch, dead bolt, or security chain per Title 24, 2-3304 (c).] 1. Exit doors from assembly rooms with 50 or more occupants shall not be provided with a latch or lock unless it is panic hardware. Section 3318. 1. All doors and gates, within the exit path from an assembly room to a public way, shall not be provided with latches or locks unless they are equipped with panic hardware. Section 3318. 2. When additional doors are provided for egress purposes, they shall conform to the width, swing and hardware provisions in Chapter 33. Section 3304(1). 3. Exit doors should be A minimum size of 3 feet by 6 feet 8 inches with a minimum door swing of 90 degrees. Haximum leaf width is 4 feet. Section 3304 (f) and (g). 4:The net dimension (clear width) at doorways should be used in determining exit widths required by Section 3303 (b). Section 3304 (f). In consideration of door thicknesses, panic hardware, door swing, etc., the required exit widths have not been furnished. See door 125 Regardless of occupant load, a floor or landing not more than 1 inch (1/2-inch if disabled access is required) below the threshold is required on eadr side of an exit door. Section 3304 (i). Lbr~ 52 14 ? When a door landing serves an occupant load of 50 or more, doors in any position shall not half its required width. Section 3304 (J). reduce the landing dhsion to less than one . Door landings shall have a length meahured in the direction of travel of not less than 44 inches. Section 3304 (J). . Doors should not project more than 7 inches opened, nor more than one-half of the required into the required corridor width hen fully corridor width when in any position. Section 3305 (a). . Revolving, sliding and overhead doors are not permitted as exit doors if the occupant load area. Section 3304 (h). exceeds 9 or the exit door serves a hauvdous n 2/14/90 8 '0 i 130 amps required by Table 33-A shall not exceed 1:12; other exit ramps 1:8. Ramps steeper than 1:15 shall have handrails ks required for stairways. Minimum size landings and landing clearances must be provided. Section 3307. 1. .srAImws 161. Stairway width must be at least 44 inches when serving 50 or more occupants; 36 inches when less than 50. Section 3306 (a). 132. Eighty inch minimum headroom clearance for stairways should be indicated on the plans. Section 3306 (p). Note that this is from a plane tangent to the stairway tread nosing. 113. Staiiay handrails should not proj'ect more than 3-112 inches into the'reauired width. Trim and - -. ~ ~ ~~~~ ~~ stringers may not pro'ect more than 1-112 inches. Section 3306 (bj. 114. 115. 1 is. !%nclosed usable space under interior or exterior stairways should be protected on the enclosed side as required for one-hour fire- resistive construction. Show 2 x @ 16" O.C. nailers. Section 3306 (3 (n). Landings should not be reduced in width more than 7 inches by a door when fully open. section 3304 (j). Stairways from upper levels which extend below the level from which egress from the building preclude exitin into sueh lower levels. is provided, shall have an approved barrier to Section 3306 (h) t 3309 (e). 137. Vertical distances between stairway landings are limited to 12 feet. Section 3306 (i). 1:)s. All interior stairways and ramps shall be enclosed. In other than H and I occupancies, an enclosure is not required if serving only one adjacent floor and not connected to stairs or corridors serving other floors. Section 3309 (a). L9. Stairway riser mst be b inchas ninimm and 1 inches. Section 3306 (c). See the exception for private rtainays serving less than 10 occupants. U.0. Winaing and spiral stairways are permitted only I inches maxh Md minimum nm Shall be 11 in residential occupancies. Section 3306 (d). , Stairways should be enclosed as specified in Section 3309: a. Two-hour fire-resistive walls are required construction, and in all buildings over in buildings of Type I and 11-F.R. four stories, and one-hour elsewhere. b. Only exit doors are allowed to open into exit enclosures. C. Doors should be labeled one and one-half hours or one-hour fire assemblies, and noted that the maximum transmitted temperature end point shall not exceed 450 minutes of the fire exposure specified in degrees (F) above ambient at the end of 30 UBC Standard 43-2. d. Exit enclosures should include a corridor on the round floor extending to the exterior ?see exception). Fire-resistive construction should be as required for the exit enclosure, including protected openings. Only exit doors are permitted to open into the corridor. . e. An approved barrier is required at the ground floor to prevent people from accidentally continuing to the lower level. f. Usable space is not allowed under the stairs. . Occupied floors more than 75 feet above the highest grade should have all exits from the in smoke-proof enclosures. Section Ed3. . In buildings four or more stories, one stairway must extend to the roof. Section 3306 (0). It must be in a smoke-ptoof enclosure in buildings over 75 feet in height. A first story as allowed by Section 702 shall be included in determining the nmber of stories when determining if a stairway to the roof is required. Section 3306 (0). .. wing partitions, perpendicular to joists, Show stud size and spacing. )(Mh allowable shall not be offset from stmuortine eirders. stud heihts: bearinn wall: 2 x 4 and 2 x 6 ~~~ ~ beams, walls or partitions, m;'a than the depk of the joists. Section 2517 (d) 5. "~~ r// not more than 4 feet on center and be just Show rafter ties. R6fter ties shall be spaced above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 2 Show rafter purlin braces to be not less than /45 degrees to the horizontal. Section 2517(h)5. Show 112" min- clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). (h) 4- Show or note fire stops at the following locations per Section 2516 (f): a. in concealed soaces of stud walls and partitions, incliding furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall. b. at all interconnections between concealed vertical and horizontal smes such as occur at soffits, drop ceilings and cove ceilings; C. in concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the walls under the stairs are unfinished; and d. in openings around vents, pipes, ducts, which'afford a passage for fire at ceiling chimneys, fireplaces and similar openings materials. and floor levels, with noncombustible fin buildings having floors and roofs of wood frame construction, other then dwelling or hotel occupancies, draft stop the area between the ceilinu and floor abo concealed space exceeds 1,OOO s.f. and no vq. so that no horizontal dhion exceeds 60 L.F. (if space has sprinklers then 3,000 s.f. and 100 L.F.). /tion 2516(f j . In build- having floors and roofs of mod frame construction, other than dwellhg or hotel occupancies, draft stop the area between thewandr space exceeds 3 . and no horizontal PO that no concealed dimension exceeds 60 L.F. (if space has sprinklers. then 9,000 6.f. and 100 L.F.). Show double top plate with minh 48" lap splice. Section 2517 (9) 2. 2ection 2516(f). 0 250 Show nailing will be in conpliance with Table 25-9. pax. 20'. Table 25-R-3. max. 10'; non-bearing: 2 x 4 mx. 14', 2 x 6 Studs supporting two floors, a roof and ceiling must be 3 x 4 or 2 x 6 at 16" O.C. able 25-R-3. an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. ection 2505. Detail all post to beam and post to footing connections and reference the detail to the plan. Section 2516 (m). Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. 256. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain mwh diaphragm dimension ratios. (Tables 25 I, J, K) and /Sect: 4714 (a). Provrde truss details and tms calculations for this project. Specify on the plans the truss identification numbers. roof fram plan and floor framing Section 302d). Provide framing sections througJ~ Section 302 (d). 260 Spcify all header sizes for opening over 4' pd Provide calculations for main vertical and horizontal framing members end post footings. Section 302 (a). wide. Section 2517 (g) 5. 0 262. Provide calcu€ations for lateral loads, shear panels shear transfer and related. Section 302 (aj 7. f values for drywall in Table 47-1 must be 2 3. In Seismic Zones 3 and 4, the allowable shear reduced 50% for earthquake loading. This does not apply to wind loading. 2/14/90 15 0 264 show on the plans all structural requirements developed in the structural calculations. 2#. col See belblu masonry floors or decks exposed to the weather -s and posts located on concrete or or to water splash or in basements and which by concrete piers or metal pedestals projecting support permanent structures shall be supported above floors unless approved wood of natural resistance to decay or treat wood is used. Section 2516 (c) 4. Individual concrete or masonry piers shall project at least 8 inches above exposed gmund unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used;- Section 2516 Y4* " .!. . ... /index . Table 25-S-1. Specify plyvood grade and panel identification 2 8. When mof pitch is less than 3:12, design ridge as a baam. Section 2517 (h). 2 9. If foundation cripple wall studs are less than 14". framing shall be solid blocking or the cripple studs sheathed with plywood. Section 2517 (9) *. I 2 0. Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 I (9) 4. 2 1. show plywood sheathing over exposed eaves, or other weather exposed -, is "bonded with exterior glue." Plywood used for exterior wall iga3; 2516( i) . shall be the exterior type. Section I 2. Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. 2 3. In open beam construction, provide strap ties across the hams at the ridge support. Section 2501 (b). t v. +Parking garages shall have an unobstructed haadmom clearmca of not less than 7'-0" above 6Provide details of restrooms to show corsplience with Section 510 (b), regarding floors, walls and showers. of employees exceeds four, provide separate If both sexes will be wloyed and the number toilet facilities for man and women. If "both sexes will be employed and the tote1 number of employees will not exceed four", and only one restrom is peovided, note the words in quotation above on the floor plan. Section 705 1. Show unenclosed floor and roof openings, open and glazed sides of landings and raups. balconies or porches more than 30" above grade or floor, and roofs used for other than height guardrail, through which a 6" sphere service to the building have 42" minimrrm mot pass, and designed for 20 lbs. per lin. ft. applied horizontally at top rail (50 lbs. for exit facilities serving nore than 50). Section 1711. Table 23-B. 3. Provide platform and stage construction, including occupancy separations and roof vents, as per Chapter 39. 3. Provide at least one drinking fountain for each floor level in Group A occupancies. Section 605. 1. Show that aisles and seats comply with Sections 3315 and 3316. 1. Buildings housing Group A Occupancies shall front directly upon or have access to a public street not less than 20 feet in width. The access to the public street shall be a minh 20-foot-wide right-of-way, unobstructed and maintained only as access to the public street. The main entrance to the building access way. Section 603. shall be located on a public street or on the 2. Pedestrian walkway shall comply with Section 509. 0 283 Lateral bracing for suspended ceiling must be provided. (VaC Table 23-P) Where ceiling is not supporting interior partitions, ceiling bracing shall be provided by four No. 12 gauge wires secured to the main runner within 2 inches of the cross mer intersection and not exceeding 45 degrees from the plane of the splayed 90 degrees from each other at an angle vertical component from lateral loads) ceiling. A strut (adequate to resist the fastened to the main runner shall be extended to and fastened to the structural members of the roof or floor above. These horizontal restraint points shall be placed 12 feet O.C. wires to the structure above shall be adequate 6 feet of each wall. AtLdumnt of restraint for the load imposed. UBC Standaxd 47-18. in both direCtioM With the first point Within 24 HAmICAPFm Aam$ b- 284 Provide note and details on the plans to show compliance with the enclosed Handicapped Access Check List. Handicapped access requirements may be more restrictive than the UBC. 3128190 16 x. pim8.x-m~ 2 . provide hical plans. plan details, calculations and completed forms to show compliance with state regulations for energy conservation. t 2 . Provide electrical plans, plan details, calculations and the completed Form 5 or CF-5 to show compliance with state regulations for energy conservation. 28 . Incorporate in the plans or specifications the attached "Title 24 MMdatory Requirements" and the "Title 24 Construction Compliance Statement Requirements". pLnlT~ b 288 Please see additional corrections, or r-ks, on the following page. 0 0 289 To speed up the recheck 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. 290 '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 describle them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please check. res 20 Aw: The following provisions are contained in Title 24, Part 2, Cd ifotnia Building Me, as adopted and enforced by the State Fire Marshall. They are provided here as a courtesy to assist designers in developing the project documents. All applicable provisions may not necessarily be included. Please direct any questions regarding interpretations of these provisions to the local Fire D8partmant. Walls of corridors and exterior exit balconies in Groups A,E,I,R-1 and C Occupancies having an occupant load of more than & persona and in all other occupancies having an ocCupant load of 30 or more shall be not less than one-hour fire-resistive construction. Section 3305(g)1. . mere exit signs are required by Section 3314(a), approved and listed internally, externally or self-illuminated low-level exit signs complying with Section 3314 shall be required. The bottom of the sign shall be not less than 6 inches nor more than 8 inches above the floor level. For exit way doors, the sign shall be on the door with the closest edge of the sign with 4 inches of the door frame or adjacent to the door. Such signs shall be of a type which is perceptible to the sense of touch. Section 3314(e). . Where exit signs are required by Section with continuous low-level exit path marking. 3314(a), all exit corridors shall be provided Approved and listed internally or self- illuminated marking shall be installed at floor level or no higher than 8 inches above the floor level. Such marking shall be of 8 type which is perce tible to the sense of touch. Section 3314(f!. .. Area separation walls shall not be considered to create separate buildings for the purpose of automatic fire-sprinkler system requirements as set forth in Chapter 38. EUXPrIm Buildings separated by continuous Section 505(e)6. area separation walls of four-hour fire- Buildings required to have automatlc fire- resistive construction without openings. sprinkler protection as set forth in Section 13113 of the Health and Safety Code (homes for using area separation walls in lieu of children or the aged) are prohibited from automatic fire-sprinkler protection. i. In educational occupancies, storage and janitor closets shall be of one-hour fire- by assemblies having at least a three-fourths- resistive construction with openings protected hour fire-resistive rating. Section 802(c). i. Section 1807 should be reviewed for all high- rise buildings. 1. The exception in Section 3318 of the UBC has been revised so as to allow the omission of nanic hardware at the main exit in churches ="~" ~~~ ~ (by using signage). only when the occupant load of the church is less than 300. 3. If emrgency warning system are required. hearing impaired. Flashing visual warnings they shall activate a means of warning the shall have a frequency of not more than 60 flashes per minute. Section 7204. 3/28/90 17 The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, SM Diego, California 92123; telephone number of 6191560-1468. to perform the plan check for your project. If you have any questions regarding these plan check items, please contact at Esgil Corporation. Thank you. Knc10sures: 2. 3. 18 I I CARLSBAD SPECIAL CODE REQUIREMENTS f/ interior finished floor exists (City Policy No. 80-8). J.d All new residential buildings, including additions, require a soils report. An update letter is required if the report is more than 3 years old. If a room addition is less than 1000 sq. ft. Under this condition, Esgil staff should advise the City (upon in area - and only one story, then a soils report is not required. final transmittal) to place their "soils notice" stamp on the plans. Show details for waterproofing masonry walls below grade where p-C In other than single family dwellings, wood beams supporting more than one floor or one roof in fire rated floor ceiling assembly must be individually protected per NFU3-250, or be changed to steel protected per Table 43-A, or may be fire retardant treated heavy timber or glu-lam, or the area can be sprinklered in lieu of the fire rating (Memo 12/6/83). In R-3 occupancy heavy timber framing, minimum 6"xlO" beams and minimum 8I'x8l1 post, for the structural beams and column supporting the fire separation between the garage and living area above, is acceptable if shown on the plans (City Policy). .. 7. In Type V-lhr, get the 1-hr on the structural beams and columns x Note a four inch property line cleanout shall be installed in a ) supporting the exit system. grade level box (City Policy 80-3). S(F1oor drains must have auto-prime (city policy). A grease interceptor is required. Show details complying with City policy 03-34. @ Roof mounted equipment must be screened and roof penetrations %(Polybutyline and C.P.C.V. piping for residential hot or cold @ Condensate drains must connect to a wet trap (dry traps are not should be minimized (City Policy 80-6). water piping is not permitted (City Policy Memo 1/26/82). permitted). (Memo 1/14/83). FShow fans are duct type; City Policy does not permit ductless fans . 10. The use of flexible metal conduit as a grounding means must comply with City Policy 84-36. 3 02/27/90 .I 3 CARLSBAD SPECIAL CODE REQUIREMENTS 10. Note horizontal feeders in multiple occupancy combustible frame dwellings, except duplexes, shall be installed underground or outside the building unless approved by the Building Official (City Policy 84-31). 10. UFER ground' is required. (see 1987 Ord. ) 10. Romex is not permitted in industrial or commercial buildings. (City Policy) 10. No wiring is permitted on the roof of a building and wiring on Official. (City Policy) the exterior of a building requires approval by the Building 10. Electrical sub-panels cannot be in concealed locations (City Policy 80-10). Condominium units, either R-1 or postage stamp R-3's, less than 1,000 sq. ft. must have minimum 60 amp service and those over 1,000 sq. ft. must have minimum 100 amp service (City Policy 83- 33). 10.. All panel boards shall have a minimum 100 amp rating or approved '_ -) by the Building Official. 10. The .. minimum rating of a service disconnect is 100 amperes. 10. The minimum size conductor to receptacles and lighting fixtures in commercial and industrial buildings shall be X12 Cu. 10. AC(BX) cable is not allowed in group A, B, E, H and I r( All structures require a Class B roof covering except the following: a. R-3 room additions - unless covers 100% of existing i.e. 2nd b. Re-roofs < 100% story add. occupancies. (see Ord. for exception) 4 12/26/90 ... TITLE.24 MANDATORY REQUIREMENTS (TO be noted on plans or specifications) HVAC Controls Sec. 2-5315. (a) Each HVAC system shall: 1. Be equipped with at least one automatic device for reducing HVAC energy use during periods of nonuse or alternate uses of the building spaces 2. Be able to maintain space temperature set points or zones served by the system: from 55'F to 85°F. Two or more replaceable fixed set-point devices shall be permitted if installed so as to maintain space temperature 3. Be able to provide sequential temperature set points in the zone that they control; control of heating and cooling capacity in each zone, if both heating and cooling are provided; which no heating or cooling is provided to the cooling capabi.lity; space, if the HVAC system has both heating and 5. Be able to terminate all heating at 70'F or less; and 6. Be able to terminate all cooling.at 78'F or more. EXCEPTION: Multiple zone HVAC sytems requiring concurrent operation of independent heating and cooling systems needpot comply with Section 2-5315(a) 4, 2-5315 (a)5, and 2-5315(a)6. 4. Provide a range of temperatures up to 10°F in (b) Zoning. Each zone shall be provided with at least one of the devices specified in subsdction (a) to control the HVAC system which serves the zone. Each floor of a building with conditioned space shall contain at least one zone. Ventilation Systems Sec. 2-5316. On mechanical ventilation supply and exhaust systems capable of moving more than 5,000 cfm of air, auto- matic dampers interlocked and closed on fan shut- down shall be provided. On gravity ventilating manually operated dampers in all openings to the systems, either automatic or readily accessible outside, other than combustion air openings, shall be provided. Doors and Windows Section 2-5317. (a) Doors and windows between conditioned and uncon- ditioned spaces, such as garages and closets for central forced air gas furnaces using outside air for combustion, shall be designed to limit air leakage into or from the building envelope. - . Control Devices for Indoor Lighting Sec. 2-5319. Controls for lighting loads within the building envelope shall meet each of the following re- quirements. (a) Each area enclosed by ceiling-height partitions shall have independent control of the lighting within that area. Each area enclosed by ceiling-height partitions shall have at least one readily accessible manually operated switching device to control lighting within the area. For lighting controls, "readily accessible" means located so that a person using the device can see the controlled lights or the area being lit. Switching devices in addition to, but not instead of, the required reaaily accessible manually operated switching devices shall also be permitted. The general lighting of any area 100 square feet or or exceeds 1.0 watt per square foot throughout the larger in which the connected lighting load equals entire area shall 'be controlled so that the load may be reduced by at least one-half while maintain- ing a reasonably uniform level of illmination throughout the area. Readily accessible switches, that control each luminaire in a space with more than one luminaire, orthat control each lamp in a space independently meet the requirements of this section. In all areas where effective use may be made of natural light, lighting circuiting shall be arranged so that units, in all portiohs of the area where natural light is available at the same time, are switched independently of the remainder of the area. Occupant Operating and Maintenance Information to be Provided by"'Bui1der Water The bui1de.r shall provide the building owner, manager, and the original occupants a list of the heating, cooling, water heating, and lighting systems and featpres, materials, components, and mechanical devices conservation or solar devices installed in the building, and instructions on how to use them efficiently. The instructions shall be con- sistent with specifications set forth by the Executive Director. Water heaters, showerheads, lavatory faucets and sink faucets must be certified by the California Energy Commission (Excluding: waterheaters of the non-storage electric type and lavatories in public facilities having devices that limit the flow of hot water or have self-closing faucets or having devices that limit the outlet temperature to amaximum of 110'F) Section 2-5314, Table 2-53G. Heaters and Plumbing Fixtures TITLE 24 HANDICAPPED ACCESS CORRECTION LIST References to section numbers with prefix "2" are to Title 24, California Code of Regulations, Part 2 (California Building Code). Prefix "3" is for Part 3 (California Electrical Code). Prefix "5" is for Part 5 (California Plumbing Code). Exeqkions claimed for any item shall be requested in writing and shall include all data needed to determine "unreasonable hardship" as described in Section 2-422. a. b. C. d. e. f. 8. h. Provide handicapped spaces. 2-7102(b) handicapped persons are not compelled to Space shall be so located that wheel or walk behind parked cars other than hislher om. 2-7102(c) Parking space shall hi& minimum of 9 ft.xl8 ft. with adjacent marked 5 ft. ft. wide. Where a single space is loading zone. Double space shall be 23 provided. the loadina/unloadinR zone -shall bi on the pass-nner side-of the vehicle. 2-7102(c). t4axbr.m slope of parking surface in any direction shall not exceed 114" per foot. 2-7102(e). with the International Symbol of Parking space(s) shall be identified Actiessibility on reflectorized sign affixed to post or wall, and also duplicated on parking surface (symbol to be 36"x36" and painted at the back of the parking stall). 2-7102(f) Entrance to parking area (or at each stall) shall have a sign stating that unauthorized vehicle(s) parking in handicapped space 8) may be subject to tow-away. 2-71021f) If covered parking is provided, then a reasonable portion of the' total number of stalls reserved for the disabled shall also be covered. 2-7102(a) Entrances to and vertical clearances within accessible levels of parking structural mamber, duct or pipe. StNCtWB. Shall be 8 ft. 2 in. to My 2-7102(g) CURBR RAMPS a. Curb rams shall be located wherever pedestrik path crosses curb. (2- 7103(a)) b. Curb ramp shall k, 48" min. width (2- 7103(b)) with maximum slope of 1 in 12. 2-7103(d) C. A level 48" min. depth landing is required at top of curb ramps over entire curb ramp width. 2-7103(d) d. If no landing is provided, the slope of flared sides shall not exceed 1 in 12. 2-7103(d) e. Surface is to be slip resistant and a contrasting finish from adjacent sidewalk. 2-7103(f) f. Border markings shall be 12" wide of 114"x1/4" grooves, 314" apart, located at top and sides. 2-7103(h) 3. WNXS a. Site development and grading shall be designed to provide access to primary entrances and access to normal paths of access shall incorporate pedestrian travel and where necessary to provide ramps, curb ramps, etc. 2-7101(a) b. Walks sloping greater than 5% (1 in 20) mast comply with ramp requirements of Sec. 2-3307. 2-3325(c) c. Walk width shall be 48" minbum, and shall have slip-resistant surfaces. 2-3325(a) d. The mwimum cross slope shall not exceed 114" per foot. 2-3325(a)3 e. Gratings are not allowed whenever possible. 2-3325(b) f. At each gate or door a 60"x60" level area the walk. 2-3325(e) is required when the gate swings toward g. A 48"x44" deep level area is required when the gate swings away from the walk. 2-3325(e) h. A 24" clear space is required at strike side of gate or door. 2-3325(e) @ PrnESrnIAN RAMPS a. A path of travel with a slop greater than 1 in 20 shall be considered a ramp. 2-3307fa) ._ The maxb slope shall be 1 in 12. ?-3307(C.l) /The width shall be 48" minimum. A minimum width of 60" is required mere a ramp serves as a primary entrance to buildings having an occupant load of 300 or more. Group R Occupancies may be 36" when the occupant load is 50 or less. 2- 3307(b.1) .. d. The ' surface of ramps shall be slip- resistant. 2-3307(g) - b60" intermediate landing is requked at maxhm elevation change of 30" and 72" lending at each change of direction (over 30 degrees). 2-3307(d.l) n 0 I. Landings are required at top and bottom of ramps. 2-3307(d.l) Httom landing shall be minimum of 72" in the direction of travel. Fig. 2-33- shall be 60" x 60" minbum. swings onto top landing, .. minimum depth of lending required is door width plus 42". 2-3307(6.1.) op landing shall have 60" min. width 24" on strike side of door at exterior door swings onto the landing, with ramp, or 18" at interior ramp. 2-3307(6.1) h 0 k. Rsmp handrails are required on each side of ramp, when slope exceeds 1 in 15. 2- 3307(e.l)' n V 1. Ramp handrails shall be continuous, surface, with 12" extensions beyond top located 30"-34" in height above ramp and bottom and the ends returned. 2-3307(e.lj n 0 m. Handrails shall be 1-114" to 2" cross section, spaced minimum of 1-112" from wall. 2-3307(e.l) /A 2" high curb or wheel guide rail centered 3" 2 1" above ramp surface is required on both sides where not otherwise bounded by walls when the ramp exceeds 10 feet in length. 2-3307(h.1) fim Acass.LIETs ' ' 1. Lifts my be provided between levels, in lieu of elevator, when the vertical elevator, structural design and distance between landings, structural safeguaxdt M as allowed by the State of California, Department of Industtial Safety and Health. 2-5107(a) . Relations, Division Of @XupatiOMl 'J. The lift platform shall be of sufficient to accommodate a wheelchair (30 x 48" ). 2-5107(e) I:. There shall be a level and clear floor area or lmding (6O0"x6O") at each level for access to the lift. 2-5107(a) 6. HAwrms f. Provide 80" haadram fron walllvay surface to any avarhang~ obstruction. 2-3326(b) . Headroom of SOui minimum shall be maintained for walks, corridors, aisles, etc. 2-522(f) f between 27" and 80" above finished floor . Protruding objects with leading edges I . Free standing objects mounted on posts between 27" and 80" above the floor may project a maximum of 12". 2-522(f) . Abrupt changes in level exceeding 4" adjacent to walks, except between walks and adiacent streets or drives. shall be walk surface. 2-3326(a) identitied by 6" high warning ckbs above "DcIRauAmm ENl'RANC3.S. DOORS, VESTIBULES AND WRIUDJRS a. All primary entrances to buildings shall ($:::ired passage doors shall have 32" clear opening at 90 degrees (36" door). 2-3304(f) be accessible to the handicapped. /At least one of a pair of doors shall meet the minimum 32" clear entrance width requirement. 2-3304(f) 0 d. Threshold shall be no higher than 112" above the floor. Edge to be beveled with a slope no greater than 1 in 2, if more e. Exterior level landing may slope up to 114" per . foot in any direction for surface drainage. 2-413 - than 114". 3304(i.1) oor hardware shall be of the lever or push type, mounted 30" to 44" above the floor hnd be operable with a maximum effort of 8.5 lbs. for exterior doors and 5 lbs. for interior doors. 2-3304(c), 2- 3304(i.Z) /smooth, plane surface (no recess or trap) me lower 10" of the door shall be of except at automatic and sliding doors. shall be identified by sign with the International Symbol of Accessibility. Show location on plan. me symbol shall be a white figure on blue background. 2-522(b) /At turnstile, provide an access gate, 32" clear width oping, within 30 feet of turnstile. 2-3304(i.4) 0 j. There shall be a clear nrea on each side of door, 60" deep in direction of door swing and 44" deep in opposite direction of door swing. 2-33Ob(i.l) 0 k. Width of clear area on the swing side of jamb for exterior doors and 18" past the door shall extend 24" past strike strike jamb for interior doors. 2-3304(i.1) 1. The space between two consecutive doors (vestibule) shall provide a minimum of and a second closed door.Doors in a 48" clear depth between the open door series at a vestibule shall swing in the same direction, or away from the space between them. 2-3304(i.l) m. For corridors over 200 feet long, see special requirements of Sec. 2-3305(b)2. x FLOORS a. Floors of a given story shall be a camon level throughout or shall be COMeCted by pedestrian ramps, passenger elevators, or s pecial access lifts. 2-522(e) tUlS: Only applies where. disabled access is provided or reqired to other levels. . Treads shall have smooth, rounded exposed edges and be slip resistant. 2- 3306(s) ). Nosing shall not project more than below. 2-3306(s) 1:1/2 inches past face of the riser I:. Risers shall be sufficiently solid. 2-3306(s) I. The upper approach and lower tread of each flight of stairs shall be marked with a contrasting colored strip 2" in width. 2-3306(r) 11. On exterior stairs, tread shall be marked as noted above. 2-3306(r) t . Handrails are required on & side of stairway. 2-3306 8 above nosim.extend 12" bevond tor8 riser . Handrails shall be located 30" to 34" I and 12" pl& tread width-beyond'bottom nosing and returned to walllnewel post. 2-3306(j.l). d. Handrails shall be 1-114" to 2" in I gripping cross section and 1-112" clear of wall. 2-3306(j.l) Approved stairway identification signs all enclosed stairways in buildings two shall be located at each floor level in or more stories in height. The sign shall identify the stairway, indicate whether there is roof access, the floor level, and the upper and lower terminus of the stairway. The information shall be presented using raised Arabic numerals and raised braille symbols which conform to Section 522(b)3. The sign shall be located approximately 5 feet above the floor landing hdiately adjacent to the door on the strike side. Signs shall comply with requirements of U.B.C. Standard No. 33-2. t" . ELFXATORS Provide clear inside elevator car dimonsions as required by U.B.C. Section 5103(d) 6 and Title 24 2-5103(d.1). 1. At least one elevator in buildings 4 or more stories in height: 80" by Applies only to: high-rise buildings, 54", with a 42-inch side slide door. ME11 occupancies, State-owned buildings, residential care homes, hotels, motels, apartments and condominiums. 2. Elevator in buildings more than two stories or buildines where disabled 3. Elevators other than in (b) above serving less than 50 occupants shall have a minimra! inside platform of 4 feet 6 inches by 4 feet 6 inches and a minimum clear door width of 36 inches. I Raised Braille markings and Arabic numerals are required on control buttons and door jambs. 2-5103(d.l) SAAMRIFW 11. TOILFP FACILITIES ACCESS 0 a. When located on accessible floors, sanitary facilities shall be made accessible to physically handicapped. (2-511.1(a)) b. Doorways shall have 32" minimum clear opening width. 2-511.1 c. There shall be a level area with 60" clear depth in the direction of the door swing, and a level area with 44" clear depth in opposite direction of door swing. 2-511.l(a) @fWlTIPLE ACCOIP(ODAT1ON TOIm FACILITIES a. Provide clear area 60" diameter x 27" high - or clear space 56'' x 63" x 27" high. 2-511.l(a) b. Doors (other than handicap compartment) are not to encroach more than 12" into above mentioned clear space. 2-511.l(a) C. Provide a 28" clear space between water closet and fixture or 32" clear space between water closet and wall. 2-511.l(a) d. A 48" long clear space is required in front of water closet. A 60'' clear space is required when the toilet compartment has a side door. 2-511.l(a) e. Water closet coupartment door to provide 32" clear width . for end entry and 34" clea width for side entry. Door to be self-closing. 2-511.1(a) @ SINGLE ACCOMMODATION TOILEI FACILITIES a. Water closet shall be located 28" from a fixture or 32" from a wall. 2-511.l(a) b. Minh clear space in front of water closet shall be 48". 2-511.l(a) C. In an existing building, a single accomwdation toilet facilitv mav have a space 36'' wide x 48 " lo& h front of water closet. 2-511.l(a) ~ ~- ~~~~ ~ ~ n a. One at side 42" long extending 24" in front of water closet; one at rw 36'' mounted 33" above floor. Where a tank- long centered on water closet; both type toilet is used, grab bar may be as high as 36". 2-511.l(a) b. Bars shall be 1-114'' to 1-112" in diameter with 1-112" clearance to wall. 2-511.l(a) c. Bar fweners and moMting support shall be able to withstbhd 250 1bs.lft. in bending, shear and ten+ion. 2-511.l(a) .. .. a. Height of water closet seat shall be 17" to 19" above floor. 5-1502 b. Controls shall be operable with one hand, and hi1 not require tight grasping, pinching or twisting of the wrist. 5-1502 C. Controls for the flush valves shall be mounted on the wide side of toilet areas, no more than 44" above the floor. 5-1502 d. The force required to activate controls shall be no greater than 5 pounds force. 5-1502 .. - a. Where urinals are provided, the rim of at least one shall project 14" from the wall and be located 17" maximum above floor. 5-1503(a) b. The force required to activate the flush valve shall be 5 lbs. maximum and located 44" maximum above floor. 5-1503(b) C. Provide 30" x 48" clear floor space for forward approach. 2-511.l(b) n w LAVATORIES a. Provide 30" x 48" clear floor space for forward approach. Said clear floor space may include knee and toe space under lavatoxy described below. 2-511.l(b) b. Rovide clear space beneath lavatories and 9" high by 30" wide by 17" deep at 29" high by 30" wide by 8'' deep at top bottom from ~ front of lavatory {toe space). The maximum counter surface height should be 34". 5-1500(a) C. Hot water and drain pipes under lavatories shall be insulated. 5-1504(b) d. Faucet controls and operating mechanism (operable with one hand) shall be of the type not requiring tight grasping, pinching or twisting of the wrist (such as lever-operated) and an operating force not exceeding 5 lbs. 5-1504(c) e. If self-closing valves are used, they shall remain open for at least 10 seconds. 5-1504(c) - @ TOILEI ROW ACCESSORIES a. Mirror bottom edge shall be located 40" maxima above floor. 2-511.l(b) b. Toilet tissue dispensers shall be mounted within 12" from the front edge of toilet C. Operating parts gf dispensing and disposal fixtures (towels, waste, coin slots, etc.) shall be within 40" of floor. 2-511.l(b) seat. 2-511.l(b) @ SANITARY FACILITIES IDEKnFICATION a. On doorways leading to sanitary facilities the symbols to be provided are diameter circle for women. and 114" 12" Equilateral triangle for men, 12" thick, centered on door, 60" high end contrasting color. Unisex facilities shall be identified bv the circle with the triangle su erhosed within the circle. 2-51l.l(ap @ BAMRYG FACIUTIES a. One such facility shall comply when provided for the public, clients or employees. 2-511.l(a) b. Shower compartment shall be 42" wide, 48" deep, with a 36" wide entrance. 2-511.l(a) C. Show on the plans that the handicapped bathing facilities shall conform to requirements of Sec. 2-511a-9, 5-1505 and 5-1506, i.e., folding seat, flexible shower hose, etc. . . . -.,. ' /DRINKING 'POUNTAIN Drhking fountains shall be within alcoves. The alcove shall be not less than 32" wide by 18" deep. 2-511.l(c) When the enforcing agency determines hardship to locate the water fountain in that it would create an weasonable an alcove. the water fountain mav project in6 the path of travel, &d th;r path of travel shall be identifiable to &e blind as follows: (1.) The surface of the path of travel at the water fountain shall be textured blind person using a cane. The min- SO that it is clearly identifiable by a textured area shall extend from the wall beyond the front edge of the water supporting the water fountain to 1 foot fountain and shall extend 1 foot beyond each side of the water fountain, or each side of the water fountain. The (2.) Wing walls shall be provided on wing walls shall project out from the supporting wall at least as far as the water fountain to within 6 inches of the surface of the path of travel. Also, there shall be a. minhnn of 32 inches clear between the wing walls. ' Note on the plans &at drinking fountain Sec. 2-511c and 5-1507. shall conform to requimmnts of a. Provide space 30" x w1" for fornard or parallel approach to telephone. 2-511.l(d) b. Note on the plans that public telephone shall conform to requirements of Sec. 2-511.1(d). @.....ur,lrepuIlnwrrs a. 15, 20 and 30 amp receptacle outlets above floor. 3-210-50(e) shall be installed not less than 12" b. Center of witches shall be loeared not the floor. 3-380-8(c) less than 36" nor more than 48" above 24. PLUMBING REQUIRmerrS . ..- - a. Where kitchenettes are provided at employee break rooms, conference areas, customer lounges, etc., the faucet controls at kitchen sinks shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist (i.e., use lever- operated, push-type, etc.). If self- closing valves are used, they shall remain open for at least 10 seconds. 5-1508 c a. b . I c. 6. l! . I Seating and toilet facilities for the handicapped shall be accessible from the main lobby or primcq entrance. 2-6ll(b) This stmcture requires wheelchair seating spaces. In theaters and auditoriums, the seating shall be provided in a variety of locat%ons so as to provided a choice of admission prices. 2-6ll(b) Each wheelchair space shall be 60" x 30" and level. 2-611(b) When the seating capacity exceeds 300, the wheelchair spaces shall be in more than one location. 2-611(b) This structure requires seats for semi-ambulant persons. Clear leg space shall be at least 24". 2-611(b) t / . Stages, enclosed and unenclosed platforms, orchestra pits, ticket booths, made accessible. 2-6ll(b) and refreshment sales facilities shall be SUDNHS, GRAIIDSUNDS, KEA-, PAVILIONS, mIuHs h. This structure requires wheelchair seating spaces. In theaters provided in a variety of locations so as to provided a choice of admission prices. 2-61l,(c) ana auditoriums, the seating shall be ). When the seating capacity exceeds 300, the wheelchair spaces shall be in more than one location. 2-611(c) ' . Ticket booths must be accessible from f both sides. 2-611(c) . Participation areas such as ball courts, must be accessible. 2-6ll(c) exercise rooms, tracks, and clubrooms . Spectator and participant sanitary and locker facilities must conform to the requirements of Quapter 2-5. Z-f,lllc~ . b. Accessible floors and levels shall I ~~ ~~~~~~~ comply with the requirements specified in Chapter 2-5. 2-913(a) . Fmployee work areas shall be accessible by means of a 36-inch minimum aisle width, and a 32-inch minimum clear opening door width. 2-913(a) 0 .. 34. Ihe area of specific addition, alteration provisions of Title 24. Additionally: and/or .repair, shall comply with the a. The primary entrance to the building and path of travel to the specific area persons. shall be accessible to the handicapped Compliance mst be shown, beginning from the existing parking area and leading to the area of alteration. b. Existing restrooms, water fountains, and public telephones which serve said specific area must be shown to be handicapped persons. accessible to and funCtioM1 for E. Information regarding handicapped accessibility shall be posted in lobby per Sec. 2-522. .- . 12/29/89 DOCUMENTATION OF UNREASONABLE HARDSHIP . . - Job Address Plan Check No It is requested that the above named project be granted an exception from the requirements 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 impact on financial feasibility of the project, if the requested exception is not approved is: 4. The facility is used by the general public for the purpose of: 5. The exc? $ions being requested will not penalize handicapped accesslblyity as equivalent facilities are available as follows:- 6. Exceptions requested, and data provided, by: Signature of Enforcing Official Date HA-1 010190 I t Datetj -%-'io Jurisdiction ~&bgJ .. - .Prepared by(. 0 Btdg. Dept. K rd-L VALUATION AND PLAN CHECK FEE 0 Esgil PLAN CHECK NO. qo " 14 hc -I BUILDING ADDRESS ]sob &e~l IW APPLICANT/CONTACT chud& ,%@LA- PHONE NO. '+?$ -77f3K BUILDING OCCUPANCY $ -2 DESIGNER PHONE TYPE OF CONSTRUCTION N CONTRACTOR PHONE 4 ENGINEERING CHECKLIST BUILDING PLANCHECK - ITEM COMPLETE 0 ITEM INCOMPLETE NEEDS YOUR ACTION SNR TDD h.P.d. 21s I40 - - IS, ccc PROJECT ID: HHH E E E LEGAL REOUIREMENTS K K K Site Plan 1. Provide a fully dimensioned site plan drawn to scale. Show: north arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimension setbacks. do 2. show on site plan: Finish floor elevations, pad elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway with percent (%) grade and drainage patterns. dm 3. Provide legal description and Assessors Parcel Number. Discretionarv ADDrOVal ComDliance do 4. No Discretionary approvals were required. 5. Project complies with all Engineering Conditions of 6. Project does not comply with the following Engineering Approval for Project No. Conditions of Approval for Project No. Conditions complied with by: Date: Field Review r\JIa 0 0 7. Field review completed. No issues raised. 0 8. Field review completed. The following issues or discrepancies with the site plan were found: A. Site lacks adequate public improvements B. Existing drainage improvements not shown or in conflict with site plan. C. Site is served by overhead power lines. FRMOOlO. DH REV. 11/27/90 0 D. Grading is required to access site, create pad or provide for ultimate street improvement. 0 0 0 E. Site access visibility problems exist. Provide onsite - turnaround or engineered solution to problem. F. Other: Dedication Reauirements 9. No dedication required. 10. Dedication required. Please have a registered Civil description together with an 8+11 x 11" plat map and submit Engineer or Land Surveyor prepare the appropriate legal with a title report and the required processing fee. All easement documents must be approved and signed by owner (s) prior to issuance of Building Permit. The description of the dedication is as follows: Dedication completed, Date By : Imurovement Reauirements do 11. No public improvements required. SPECIAL NOTE: Damaaed or defective imurovements found adiacent to buildina site must be revaired to the satisfaction of the Citv insuector vrior to occuuancv. 12. Public improvements required. This project requires construction of public improvements pursuant to Section Engineer prepare appropriate improvement plans and submit 18.40 of the City Code. Please have a registered Civil Department. for separate plancheck process through the Engineering Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. The required improvements are: Improvement plans signed, Date: by : FRMOOlO . DH REV. 11/27/90 .. ' 13. Improvements are required. Construction of the public improvements may be deferred in accordance with Section deferral of the required improvements together with a 18.40 of the City Code. Please submit a letter requesting precessing fee so we may prepare the necessary Future recent title report on the property and the appropriate Improvement Agreement. The Future Improvement Agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future Improvement Agreement completed, Date: By : 13a. Inadequate information available on site plan to make a determination on grading requirements. Please provide more detailed proposed and existing elevations and contours. Include accurate estimates of the grading quantities (cut, fill, import, export) . do 14. No grading required as determined by the information provided on the site plan. 0 0 0 15. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted for separate plan check and approval through the Engineering Department. NOTE: The Gradins Permit must be issued and sradins substantiallv comvlete and found accevtable to the Citv Insvector vrior to issuance of Buildins Permits. Grading Inspector sign off. Date: by : Miscellaneous Permits 16. Right-of-way Permit not required. 17. Right-of-way Permit required. A separate Right-of-way the following: Permit issued by the Engineering Department is required for do 18. Sewer Permit is not required. [7 19. Sewer Permit is required. A sewer Permit is required concurrent with Building Permit issuance. The fee required is noted below in the fees section. do 20. Industrial Waste Permit is not required. FRMOOlO . DH REV. 11/27/90 *a /’ / / complete Industrial Waste Permit Application Form and ia”o 21. Industrial Waste Permit is required. Applicant must Submit for City approval prior to issuance of a Building Permits. Permits must be issued prior to occupancy. Inelustrial Waster Permit accepted - Date: By : Fees Rewired 0 bJ/Q 27. Park-in-Lieu Fee Quadrant: Fee per Unit: Total Fees : 0 l‘d/R 23. Traffic Impact Fee Fee Per Unit: Total Fee: 0 24. Bridge and Thorough fare Fee Fee Per Unit: Total Fee: 0 d/e 25. Public Facilities Fee required. 0 td/# 26. Facilities Management Fee Zone: Fee: 0 d/fi 27. Sewer Fees Permit No. EDU’s 0 N/fj 28. Sewer Lateral Required: Fee : Fee : 0 29. REMARKS: ENGINEERINQ AUTHORIZATION TO ISSUE PERMIT BY: s. SHED- DATE: 27 PECm FRMOOlO. DH REV. 11/27/90 PLANNINGCHECKLIST Plan Check No. 7’0- /76 4 Address / 69 6 /%re*& I Rod APN: x- /yu -19 Planner %& t4 Phone 438-1 161 Type of Project and Use - 7f l=; PC 5i-Rti.n (Name) Zone - Facilities Management Zone / d Item Complete 0 Item Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which requir ‘e actio In. Conditions of Approval .~ APPROVAVRESO. NO. DATE: PROJECT NO. OTHER RELATED CASES: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval / Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval / , See attached submittal requirements for landscapc plans Site Plan: dl3 0 1. Provide a fully dimensioned site p& drawn to scale. Show: North arrow, property lines, easements. existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. J 000 2. Show on Site Plan: Finish floor elevations, elevations of tinish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway. 3. Provide legal desaiption of property. 4. Provide assessor's parcel number. 1, Setbacks: Front: Required Shown*- [nt. Side: Required Shown Street Side: Required Shown Rear: Required Shown 2. Lot coverage: Required Shown - WJk OOOdk 4. Parking: Spaces Required Shown 3. Height: Required Shown Guest Spaces Required Shown 0 0 Additional Comments OK TO ISSUE v- c: Data Entry PLNCK.FRM July 22, 1991 evelopment Director RENOVATION to do an extensive but mostly cosmetic renovation of Fire Station #2. hitectural firm, and have been our staff twice thus far. I understand the final corrections have been made roval. Because the project is etic and your ,staff has reviewed it thoroughly, I am approving the plans in lieu ORENYAK Utilities and Maintenance Director 7/23 MARTY: 90-1965 This was misrepresented to me. I was told sheet (attached) had been made. None has are minor, but the plumbing, electrical and the corrections from the final correction been made. The building corrections mechanical are important. If you wish to leave these, please tell me, and I will have the plans returned from Esgil for your approval. But if you wish to sign them as Architect, you are severed from your immunity as a Building Official and become personally liable for the building. I don't think this was what you intended. f--"l CARTER C: Chuck Walden + Cynthia! Haas I . 7/11 Chuck: Fire Station 2 Jim Thompson is anxious:about his Fire Sta 12 on Arena1 Rd. He tells me you or.rthe3architect have recently resubmitted corrected plans. We have no record here or at Esgil that we received them. I .I Decder 18, 1991 Marty: Fire Sta 12 Arena1 Rd T.I. This pennit is being issued today. There is a note on the plans that says only one restroom is required because there will be no female employees. I questioned Chuck Yalden about this, and he said the Council (?) had approved because many of the other stations had provisions for females, and those appointed would be assigned to work there. I asked if you had approved, and Chuck said he didn't know. approved by you, please initial below and I'll put this file. It sounds reasonable to BE- because the stations within easy distances frcm each other. APPROVED: DATE : 2560 ORION WAY &itp 'of 'da,&&a$ ' CARLSBAD, CA 92WE TElEPHONE (81s) 891.2121 FlRE DEPARTMENT PAGE 1 OF4 , I PLAN CHECK REPORT i i ' 1 PLANS, SPWIRCATIONS, AND'PESlllllTS - 1. Provide one copy of: floor pla@s); s'&plan; sheets - 2. Provide two site plens~showlng the i~tlon'ofall exlstlng flrb hydrants wlthln 200 feet of the project. - 3. Provldr SpWlflWUOnS for the fOiiO\y)pQ: - 4. permits we requ~md for tho lnstallstlon of all fire protection systeme (aprlnklers, siand pipes, dry chemical, halon, COS, slarms, hydrants). Plan must be approved by the fire depertment prior to Instaliatlon. - 5. The business owner shsll complete a butld'lng lnformatlon letter and .return It to the fire department. - B, th, k~~~wlng flri protection systems are required: 0 AutmWc fWr(lrlnklen)(DeaIgn Crlterla: 0 Dq Wmkal, Halon. Car (Location: 0 mad mp.s mw: ,. I ARE PROTECTtON SYSTEMS AND EUUIPMENT ~ .) ) 4 ! L o Flt.m,CTypa/Location: ,..~ . ) , ., , Isher for each a sq. ft. or portion th#ieof with a travel distance totttenbam-"' d 75 feet of travel. i ~ 0 An exflngulsher wlth a minimum rating of to be located: - a. - 10. 0 Othw Addltlonal fire hydrant@) shall be piovlded ., I EXITS ,. Exlt,doara ahall be openable Worn the Inside wlthoot,the use of a key or any speclal knowledge oreffort. A alan statlno. 1' This door to remain unlocked durlno business hours" shall be laced above the main exit and -11. -12. - 13. WIT slgns (6" x U" letters) shall tie placed over all required exlks and dlrectlonal slgns located as necessary to clearly Indicate the location of exit doors. QENERAL StongS, dispenking or use of any flammable or combustible Ilqblda, fkmnable llqulds,-flammable gases and "' hazardous chemicals shall com Uniform Fire We. in height, 12 feet on pallets or I &ildlnQ(S) not approved for hlgh p age In closely packed plies shall not exceed 15 feet astlcs and some fiammable liquids. if high stock pii- 1. .I! -15. Comply wlth wulations on attached sheet(@. PI.n mnw ?gSd,,' 0.h /7-&-Ljo - Report mailed to architect -Met wlth i \ -Attach to Plans v . ,, ,..~~.~,I, -I , , - $.. Certificate of Compliance (Part 1 of 2) Prescriptive Compliance CF-1A """""_ """I"""" """__IIISS=IEESS==========ll==~ Project Title : FIRE STATION No. 2 For Enforcement Agency Use Only Date of certificate : 03-12-1991 Building Permit NWr ?O-/qbX ArchitectlEngineer : Plan checked By Date Project CitylTovn : CARLSBAD Project Location : Field Checked By Date Doc. Author : Haynal and Cnpany (619) 743-5408 I 295-9225 Approved By Date STEVE BALDERRAMA Plans Dated Specs Dated Signature Date NameITitle CDmpany Address CitytStatetZip Telephone Cat. License No. Signature Date NamelTitle Agency Address GENERAL 1 Unconditioned or Multi-tenant shell? ..... N 2 CEC Occupancy Type ............. FIRE STATION 3 UBC OCC. GrouplDivision ........ 5-2 4 Edition of Standards .......... 1988 date 5 Conditioned Floor Area ......... 1625 sf 6 Unconditioned Floor Area ....... 2025 sf 1ST GENERATION OCCUPANCY TYPES 7 Location Code Nhr ........... 157 8 occupancy Code Nunber. ......... 052 9 Maxim Allouable Uoverall ..... .26 Btulh sf F 10 Standard OTTV .................. 17.60 kEtulh sf 2NO GENERATION OCCUPANCY TYPES 11 Climate Zone ................... N/A 12 Packase Selected ............... NIA 13 HVAC Pouer Criteria set ........ N/A 14 supplement Attached? .......... N Cqliance Method : 1st GENERATION STANDARDS Climate Zone :7 CitylStateIZip Project Title : FIRE STATION No. 2 Date of Certificate : 03-12-1991 Cd.Flr.Area: 1625 sf For Enforcement Agency Use Only Doc. Author: Haynal and Conpany (619) 743-5408/2?5-9225 CEC Occ Type: FIRE STATION Plan Checked By Date Note. More than one Part 2 may be submitted, but all must reference the same Part 1. The person responsible for the design compliance for each major building system acknowledges the following compliance statement by signing the appropriate space below. CORpliance Statement. The proposed building improvements substantially comply with the requirements indicated on the Certificate of Conpliance for this building, dated 03-12-1991. The plans and specifications include the significant energy conservation features and the compliance docmentation is consistent uith the plans and specifications. ENVELOPE Allowed Proposed 2 Exterior Floor Rt N/A 1 Roof/Ceiling Rt 3.40 3.40 h-F-sf/Btu 3 Opaque Wall Rt 3.18 3.18 h-F-sf/Btu N/A h-F-sf/Btu 4 Exterior Uall Area ................... 1568 sf 5 Uall Glazing Area.. .................. 95 6 Average SC (Uall) .88 sf 7 Total Wall X Glazing ....... NIA N/A 8 West Exterior Uall Area' (if applic.) N/A X sf 9 Glazing Area West Uall)*(if applic.) N/A sf 11 West Wall X Glazing, ....... N/A N/A X 10 Average SC (Uest Yell)* (if applic.) N/A 12 Roof Glazing? (attach CF-6) .......... N/A (Y/N) ............ .......... ............. .................... Extent of Improvements Plans dated Specs dated Signature Date Name/Title Carpany Address * Lowrise office Pkgs. D,E,& F and all highrise office Pkgs. tity/State/Zip Telephone Cal.License No. Enforcement Agency Date LIGHTING 13 Basis of Alloued LPD.... TAILORED LIGHTING Extent of Improvements Allowed Proposed Plans dated 14 LPD ....................... 1.70 wattslsf 15 Package Lighting Reduction N/A uatts/sf 16 Adjusted LPD 1.70 1.67 uattslsf Signature Date 17 Lighting Control Credits? ........... N (YIN) Name/Title Specs dated .............. Other requirements: Conpaw Address City/State/Zip Telephone Cal.License NO. Enforcement Agency Date MECHANICAL AI lowed Proposed 18 Whole Building HVAC Set No.? (US-4A) ... N/A (YIN) a. Fan Wettage Index ......... N/A N/A wattslsf Extent of Improvements b. Cooling Power Index ....... N/A c. Heating Power Index N/A N/A N/A BtUlSf BtUlSf Plans dared Specs dated a. Heating Capacity 71.0% 73.3% CSE (units) b. Cooling Capacity .......... 8.00 8.50 EER (units) NamelTitle c. Fan Performance Index.. ... 5.00 .92 cfm inlsf ....... 19 Tailored WAC Approach? (US-bB)... ..... N (Y/N) Signature Date .......... 20 Sirmltaneous heatlcool (WS-4C) ......... N (Y/N) conpaw Other Requirements: Address City/State/Zip Telephone Cal. License NO. Enforcmnt Date Mandatory Measures Checklist MF-1 r Envelope Measures I ] Certified insuklon materials per 2-531 l(a) ...... .- \A- [ ] Imubtion infmlled m meel Rme sped and StTIOIW [ 1 urn bmddehyde foam inruletion is instalied [ ] Retmf~t imulatbn spedhsl o per 2-5313 ....... density requlrernens of 2-5311(b) .......... .- I per2-5311(c). .................. i 1 "1- i 1 \b [ ] Tudem wiring 01 one ud lhreglPmp luminaires I pr 2-531D(l]. .................... \L Daylighting and Lumen Maintenance Controls (when applicable) [ 1 Unikrmly illummacion duction m onehall pr2-531S(a)l ................... - t4A 1 1 Ri&r !me tion md no prsrnabJre lamp failurn pr2-53lD(eT. ................ .A I I TnndeL. mprevmtundninbbwdmg I P2-53lr;f.P. .................. - i Occupancy Sensing Devices (when applicable) 1 ] Wsible or audible rmdiunclion dams per 2-5319(9] ... h\ A 1 1 ~im~onem~mnrperaxcepliau~~ 2-5319(9). ... dA HVAC and Plumbing System Measures 1 Piping insulated as required by 2-5312 ........ 2& [ ] CeftiliedHVAC equipmmtper2-5314(a) ........ [ 1 Certiifiedplurnbing equipmentper2-%14(a) ...... [ ] Heeting and cooling equipment effiderq per 2-5314(b) . [ I Pib(Less ipnilion of go appli.noes par 2-5314(c) . A- [ ] Automaliciccommls lor on-horn per 2-5315(9)1 ..... .7" [ 1 Th6.mynlsl set point mcpirements per 2-5315(a) ... & [ 1 Wtid mad a1 hu(ing md -& pa 2-5315@)3 4- [ ] Aulwnalicaxh.lrslfandarnpersper2-5316(bI [ ] Themstat mmb lor each zone per 2-5315(b) .... - 7- [ ] VenUalion pmvided per 2-5916 and 2-5343 ...... - I [ ] Ventaali~ and pcircuhtion air wanly nbrmabon pmvlded per 1103(b)3 [ ] Heam lor danestic hat water M&W pods per 2-5318 . -I- ..... I . .. BUILDING ENVELOPE SUMMARY BUILDING ENVELOPE COMPLIANCE Form 1 SITE DESCRIPTION BUILDING DESCRlPTlON (from Building Location Oarr) [from piens1 5. L HEATING DESIGN CRITERION Standard Proooaed No:.: For heated only aulldlngs. Uor is CaICYI.t*d for ?he Pronosed building from ralue from Line 36 for the area of skylights Form 2 IHeared Only BulldlngJ uslng th. end fhe ralur from Llnw 37 tor thw overall roof are.. COOLING DESIGN CRITERION Slsndard Proposed orv,- la.= 0TNw--21.0 \o ,It o17vr-19.- Standard ProDoamd - must no Line 23 exceed Line 80 Note: Standard OITV and Prooored OTTV 81. calculated on Page 4 of Form 2. Norm: For heated and coohd bulldlngs. OT:V, is calculated for the vooorwd Bulldlngl using :he ralu. from Line 25 for building from Form 2 lHeated and Cooled Line 21 for the overall roof area. The 5 the a?.. of skylights and the *@he from Pwrcont exemptlon doer not aPOly to any Aooendi x B- 1-2 c c I c 2 2 0 U c r - 0 I- b Form 3 lr.:ide Sur!zcs Air Fiim PROPOSED CONSTRUC'TION ASSEMBLY BUILDING ENVELOPE COMPLIANCE aCSamblr numoer below (e.9. W8ll-I; Check one and wrlte In conrtructlon Root-2. et=.) wall- - 0 Roof-- 0 Floor- - Form 3 I I Qhstfh 01 Construcllon Assembly Framing type: b! A. If wood compl#I* the lollowing for frmmlng: Jnd JdluSt Conlrrucrlon assembly Slze:" x " Spacing. - O.C. Llst of Construction Components A-Valua Outside Surface Air Film ,25 .II Coollng Hearing Inside Surface. Air Film Coollng Hearlnp . 104 I 6A PROPOSED CONSTRUCTION. ASSEMBLY BUILDING ENVELOPE COMPLIANCE Form 3 (NR-818 11 Llat of Construction Componontr R-Volua L 1 sh.eteh of Conatrucrlon Aaaambly Outride Surface Air Film Framing type: wlnnp If wood complete cha ,follorlng for framlng: and rdlurr conrrrucrlon rrrambly Indleate area. ualght of WPPTOPrl8fa f84?torS berow: construcrl~n assembly, and Wall: Area It2 Weight .I\,lblIt 2 MCF 1.0 44 TDe9 - Roof: Area ft 2 2 Weight - iblft MC AC - - Floor: Area It 2 (r81a.d only1 25 . I7 Haarln9 lnslde Surface' Air Film Haatlng U-value (llR~3 PROPOSED CONSTRUC'TION ASSEMBLY SUILDING ENVELO?E COMPLIANCE .Outside Surface Air Film . th Coollnp lnalde Surface Air Film 54 Coollnp . Documentation Form HVAC Syrtems Compliance Form 4 Note: All items refer to a single air-conditioning system and the spaces served by this system. Use additional forms lor multiple systems. System F 1 IZri4rMtcd do. ?, Give system name, or number as called out on drawings. DESIGN CONDITIONS Building occupancy type (Table 1 of Appendix I) ..... p5-L Project Latitude (Table 2 of Appendix I) .............. Heating Degree Days'(Table 2 of Appendix I) zp9 1. 33 ,a ........ HEATING LOAD DOCUMENTATION (Attach calculations) Outdoor Design Temperature, Winter ................ Indoor Design Temperature .......................... Temperature of adjacent unheated spaces .......... Transmission Heating Losses ........................ lnflltration Air ...... .::. .............................. Ventilation Air Heat Loss From Infiltration Heat Loss From Ventilation .......................... Outdoor Air for Special Processes ................... Other Heat Losses (describe) ............. ?.UG??. .. Heat Loss From Process Air .......................... ........................................ ......................... 44 7a 'F *F 'F CFM BtulHr. BtulHr. CFM BtulHr. CFM BtuIHr. BtuIHr. Total Heat Losses ................................... e.?% Blu/Hr. COOLING LOAD DOCUMENTATION (Attach calculations) Outdoor Design Temperature, summer, dry bulb ..... 63 Outdoor Design Temperature. summer, wet bulb .... (0$ indoor Design Temperature. summer, dry bulb ...... I8 Indoor Design Temperature. summer, wet bulb ...... 10 Transmission Heat Gain ............................. ,27. b'l? BtuIHr. 'F 'F "F 'F infiltration Air ........................................ Heat Gain From infiltration Outdoor Air for Special Processes 7 bl,Z BtuIHr. Heat Gain for Process Air BtulHr. Sotar Heal Gain Through Windows. atC. ... .-.. ...... Heat Gain From Lights, Eouipment People. etc. 6: r9$ . ' 0. Btuler. ..... 17 .?%.c21 BtuIHr. Heat Gain From Other sources ...................... 7,'7b.'Lsbe Btu/Hr. air. CFM ........................... - .................... CFM - ............................ Fo~ 4 continued 2 Revised - April 1985 Outdoor Air: CFM Per Person (Not to Exceed Heat Gain From Outdoor Air ................. 2012- BtulHr. Total Cooling Load. .................................. 67 9s.- BtulHr. Tabulated Minimum Ventilation Rates) ... W CFMlPerson TEMPERATURE CONTROL = +A5 Attach manufacturets ca:aorother* giwespeSificationo:drawinpreferencewhichshowsthatthe Administrative Code. Title 24. room thermcstats meet the requirementS of Section 2-5315 Of the CaliforQia REFERENCE (page or Sheet NO.) Indicate drawing or specification reference where the temperature control device requlrements biven below are documented. An automatic temperature control device shall be Provided for: 0 each separate HVAC System .............................. 0 each zone ................................................. -%%- SIMULTANEOUS HEATING AND COOLING The lollowing requirements apply to tha use of new energy and need not be complied with when recovered energy is used 10 control temperature. In each case. when resetting hot and cold deck temperatures. one representative zone may be chosen lo represent no more than ten zones with similar heating or cooling requirements. Concurrent operationof independent heatingandcoollngsystemsservingcommon spacesmust provide either or both of the controls given below. List reference specification page or drawing number where control requirements can be verified REFERENCE' Sequential temperature control of heating and cooling systems .............................. *' 0 Automatic reset of heating temperature. to llmit energy input only to that level to oftset heat loss due to transmission and infiltration ................................................. & Reheat systems - give reference specifications page or drawing number which will show compliance with the lollowing when reheating 20% or more of the total air in the system. 0 When serving multiple zones. controls must eutomatically reset the cold air supply to the highest temperature level of the zone reuuirinp the most cooling .................... ,4 0 Single zone reheat systems shall be controlled to seouence heating and cooling ......................... do Dual-duct or multizone systems.- Qive reference specilicallons page or drawing number which will show compliance with the followinp: REFERENCE Hot deck temperature - must be automatically reset to the lowest temperature necessary lo satisfy the zone requiring the most heating ............ A Cold deck temperature - must.be,automatically reset to the highest temperature necessary to satisty the zone requiring the most cooling ............ h\a Recooling systems - give reference specificallone paQe or drawing number which shows compliance with the following if recooling 20% or more of the total air in the System. Controls must auIomatically resel the temperature of healed auppiy alr lo the lowest temperature necessary to satisfy the zone requiring the most heatlnp ................................. A HVAC SYSTEM RESTRICTIONS 8 SPECIAL REQUIREMENTS Several HVAC System types have special requiramentt or restrictions. in thissection. the type of system used in the design must be listed and any special restrictions given here referenced to show compliance. Supply references to proper specifications page or drawing numbers. Type HVAC System Used - Describe type of system to be used (include reference for specifications for the system). Constant volume reheat system - when SeWlnQ both interior and exterior zones - separate cloiing coil. cooling coils are required if the exterior zone exceeds 20% of the total air quantity through the REFERENCE 3 4 Constant volume dual-duct or multizone systems which utilize new energy to simultaneously heat and cool air streams which are subsequently mixed for temperature COntrOi are prohibited for buildings larger than 20.000 square feet of conditioned space. if used, the air leakage for dampers utilized lorthe mixing of heating andcooling airshall be limitedtoamaximum leakage of 3% of the total air quantlty handled by the dampers when operating at the maximum system pressure lo which the dampers will be subjected. Manutaclurefs label or nameplate shall state ieakage rates. REFERENCE s/+ Form 4 continued 1 .~- Revised - April 1985 Economizer Cycle - For each cooling fan system, lor other than dual-duct or.mullizone SYStOm4 which WIVO zones having total coollng capacitygreaterthan 134,000 BtUhrormore than5.000 CFM must hove an economizer cycle unless one of the exceptlons allowed Is claimed REFERENCE h\a ~imric Resistance Heating ,Systems - These systems shall. not be used unl0.S the'total in8talled electric resistance heat does not exceed 10% (ten Percent) of the annual hMtlng energy requirement or a life cycle cost analysis Form 8 (see Section 4.2 of this manual) shows an alternate system life cyde cost exceeds that of the electric resistance system Give reference if less than 10 % or include Form 8 if calculating ilfe cyde cost REFERENCE t& MECHANICAL AND GRAVITY VENTllATlON , MachanlcnI ventllatlon - Dampan which are automatically interlocked and d0S.d on fan shutdownare required fbr Ventilation sySten6 caoable of movinn more thaa 5.000 CFM of air. REFERENCE ?5/G Gravity Ventliaton - Either automatlc or readily acce.slbie nunually operated dampen muat be provided for all openings to the outside with the exception of comburtlon air OPenlng% REFERENCE ... POWER CONSUMPTION IN FANS ,i Constant volume system Total Supply Air Quantity ........................... , CFM Total Pressure of Supply Fan ...................... .: Total GrOM Floor Area ............................... I &-LS SS. Ft. ' Total Supply Air Quantity Adjusted lor Inch- Water ProCea Loads ................................... d-,. CFM Net Fan Peltormanet3 Index (FPI) ........ , ........... 1 olr- Total Supply Air Ouantlty at Maximum Flow ......... kbr CFM Total Pre6sure of Supply Fan at Mulmum flow . . , . . .+ e;; w,,,, Total Gross Floor Area ............................... Fan Pertormance Index it Mulmum Flow (FPI,,,) .... ". Vatiable Volume Adjustment Corislant ..... , ........ , I Varlable volume *em Adjusted Fan Petiormance Index, FPI, .............. .I I 'PIPING AND DUCT INSULATION AND DUCT CONSTRUCTION References to the Piping insulation. ducl insulation and dud construction requirement$ presented in Section 4.2 of the Energy Conservation Design Manual must be given below: REFERENCE %HAW&* Lad Pa%JPC ... INSTALLED LIGHTING SUWMARY """""""""""""""""""""""""""""""""""""""- CF-5 Project Title: FIRE STATION NO. 2 For Enforcement Agency Use Only Doc. Author : Haynal h Company 03-12-1991 Plan Checked BY Date """""" """"""" """"""""""""""""""""""""""" "-"""""""""""""""""""""""""" - Proposed Adjusted LPD 1. Total Installed Lighting Watts ........................... 2720.0 Watts 2. Control Credit Watts ..................................... 3. Adjusted Watts (Line 1 - Line 2) 2720.0 Watts 0.0 Watts 4. Conditioned Floor Area (from CF-1) ....................... 5. Adjusted Lighting Power Density (Line 3/4) 6. Allowed Whole Building LPD (from CF-1, Part 1) ......................... 1625 ft2 1.67 Watts/ft2 ............... ........... 1.70 Watts/ft2 Installed Lighting Summary Reference Construction Luninaire Referenced in Uatts per Code Docmnts Luninaire Description Luninaires Number of Luninaire (incl. ballast) Total Watts Non-standard value? ......................................... A B 3/4 3/4 HALO H27RT-310 HALO H27T-310 4.0 75.0 6.0 300.0 50.0 300.0 4.0 60.0 2.0 240.0 68.0 136.0 8.0 68.0 1200.0 544.0 1200.0 C 3/4 HALO H27RT-170 D 3/4 LITHONIA SS 240 E 3/4 LITHONIA SM 240 J 3/4 TRACK LIGHTING 1.0 "---""""""""""""""""""""""""""""""""""""" Building Total 2720.0 " ROOM CAVITY RATIO WORKSHEET (RCR>=3.5) ........................................ ws-SB Project Title: FIRE STATION NO. 2 For Enforcement Agency Use Only Doc. Author : Haynal h Company 03-12-1991 ....................................... """""""""""""""""""-""""""""""""""""""" Plan checked By Date RECTANGULAR SPACES IES/CEC Room Area/Activity Room Room Room CBV. Ratio Room Cavity 5 x H x (L+W) Nunber Description Length (L) Width (W) Height (HI / (L x W) 101 102 BEDROOM 10 BEDROOM 11 10.0 10.0 10.0 8.0 8.0 103 BEDROOM 12 10.0 10.0 8.0 8.0 104 BEDROOM 14 10.0 12.0 8.0 8.0 105 WASHROOM 10.0 8.0 7.3 106 SHOWER/RESTROOM 9.0 6.0 8.0 11.1 107 KITCHEN 14.0 10.0 ~ 8.0 6.9 107A KITCHEN TASK 11.0 13.0 8.0 6.7 0.0 108 DAYROOM 0.0 8.0 6.7 109 CAPTAIN' BEDROOM 18.0 17.0 8.0 9.0 4.6 110 DINING 13.0 8.0 7.5 11.0 111 ENTRY 2 8.0 12.4 11.0 7.0 8.0 6.0 7.3 ........................................ IRREGULAR SBAPED SPACES IESlCEC Room Room Cav. Ratio Room Area/Activity Room ROOIT Cavity 2.5 x H x P N-r Description ........................................ Area (A) Perimeter (PI Height (H) /A 147.0 53.0 135.0 8.0 120.0 8.0 112 OFFICE 113 CORRIDOR 7.2 17.8 TAILORED LPD SUMMARY AND WORKSHEET ws-5c """~"""""""""""""""""""""""""""""""-""""- Project Title: FIRE STATION No. 2 For Enforcement Agency Use Only Doc. Author : Haynal h Company 03-12-1991 Plan Checked By Date """""""""""""""""""""""""""""""""""""""- """""""""""""""""""""""""""""""""""-"""" Tailored LPD Summary 1. Watts for Illuminance Categories: A-E (from WS-5C) ...... 2768.1 Watts 2. Watts for Illuminance Categories: F-I (WS-5D) ........... 3. Total Allowed Watts (Line 1 + Line 2) 2768.1 Watts 0.0 Watts 4. Conditioned Floor Area .................................. 5. Maximum Allowed LPD (Line 3/Line 4) ................... 1625 ft2 ..................... 1.70 Watts/ft2 Illuminance Categories A through E Worksheet Note: Illuninance Category E may not be used for tasks where visual task quality can readily be improved (Sec. 2-5342(d)2.a(1)) ........................................ Building Total 1625.0 2768.1 Documentation Form & HVAC Equipment Compliance Form 6 References giving the specification page or drawing sheet number or manufacturer's data must be submitted to demonstrate compliance with Division 6 of the standards. Electrically Operated Cooling System Standard rating capacity, Equipment ' Minimum EER (COP) Btulhr Reference Absorption Water Chilling Heat source (check one) Direct fired (gas-011) Indirect fired (steam-hot Cooling System Equipment Minimum EER (COP) water) Reference A j I Combustion Heating Equipment (Oil and gas- fired comfort heating efficiency at maximum rated output 73.3 O/6 equipment- Reference w I.KCc.*rtr Minimum combustion Electrically Operated Minimum EER (COP) Jp Control 7" Electrical Resistance Space Reference for Full-Load 7 Heating Heat Pumps Reference Supplementary Heater Reference Heating Equipment Energy Input and Output I Requirement for Reference Manufacturer's Maintenance Capacity. and Stand-By Procedure, Full and Partial Specification Reference Input(s) and Output(s) Statement that the Building Design Substantlally Reference Complies with the California Energy Commission Regulations for New Nonresidential Buildings H.. I " \ .. HOURLY BUILDING HEAT LOSS RATE PROJECT: Firestation No. 2 SYSTEM TYPE: Package Gas/Electric CEILING HEIGHT = 8.0 DATE: 03-12-1991 LOCATION: Carlsbad GROSS FLOOR AREA = 1625.0 HAYNAL & COMPANY 425 North Date, Suite A Escondido CA 92025 """""""""""""""""""""""""""""-"""""""""" DESIGN HEAT LOSS DESIGN TEMPERATURE DIFFERENCE For All Assemblies Other Than The Three Below..... 70F - 38F = DT 1 32.OF For Insulated Floor Over Vented Unheated Space.. Line l/Line 2 = DT i 2 16.OF For Uninsulated Floor Over Vented Unheated Space .... Line 2-5F = DT U 3 ll.OF For Slab-on Ground Floors ......................... 70F - 49F = DT s 4 21.OF CONDUCTIVE HEAT LOSS Assembly Area ft2 or U-value Description Length, ft or F2 DT Heat Loss Hourly Glazing DOUBLE 95.0 X 0.650 x 32.0 = 1976 Btu/hr Wall R-11 496.0 X 0.090 x 32.0 = 1429 Btu/hr 0.510 x 32.0 = 5092 Btu/hr R- 19 UNINSULATED 312.0 X 645.0 100.0 Door (s) X 0.440 x 32.0 = 9082 Btu/hr X 0.480 x 32.0 = 1536 Btu/hr Ceiling UNINSULATED 1625.0 X 0.320 x 32.0 = 16640 Btu/hr Floor SLAB 196.0 X 1.150 x 21.0 = 4733 Btu/hr INFILTRATION 82 CFM x Subtotal = 40487 Btu/hr 1.08 x 32.0 = 2848 Btu/hr OUTDOOR AIR 20 CFM x 16 people x 1.08 x 32.0 = 11059 Btu/hr DUCT HEAT LOSS (0 if there are no ducts) Based on ASHRAE Subtotal = 54394 Btu/hr 0.081 x Subtotal = 4403 Btu/hr DESIGN HEAT LOSS = 58798 Btu/hr COOLING LOAD CALCULAT,ION Firestation No. 2 August 5 p.m. Outdoor Temp = 83 Indoor Temp = 78 Cooling DT = 5 1 People 16 (Number) x 225 Sensible Factor 16 (Number) x 275 Latent Factor 2 Glass NORTH/SHADED SOUTH 60 sf x 30.3 Factor - - WEST 21 sf x 129.2 Factor 14 sf x 47.9 Factor - - - - 3 Walls and Partitions Wall (s) Door (s) 808 Net Sq. Ft. x 1.0 Factor - CLTD x U = 100 Net Sq. Ft. X 12.0 Factor - CLTD X U = UNINSULATED 645 Net Sq. Ft. x 12.0 Factor - CLTD x U = 4 Ceiling 1625 Sq. Ft. X 11.0 Factor - CLTD X U - - 5 Lights Incandescent Fluorescent 0 (Total Watts in Use) x 3.4 - - 2438 (Total Watts in Use) x 3.4 x 1.2 - - 6 Miscellaneous Heat Sources () From Table 4 7 Infiltration 82 CFM x 5.40 Sensible Factor 82 CFM x 4.20 Latent Factor 8 Outdoor Air 20 CFM x 16 people x 1.08 X 5.0 Cool DT = 20 CFM x 16 people x 0.70 x 6.0 Grains = Total Sensible = Total Latent = TOTAL LOAD = Total Load 57388.8 / 12000 = 4.8 Tons SENSIBLE LOAD Btu/hr LATENT LOAD Btu/hr 3600.0 4400.0 1816.2 669.9 2713.0 808.0 1200.0 7740.0 17875.0 0.0 9945.0 2762.5 442.8 344.4 1728.0 1344.0 51300.4 6088.4 57388.8 Btu/hr .. w z 2 c v Y c) .. z 0 V d P X M C rl u c M ..I -1 rl m 0 H U u m 3 D s 4J 5 0 rn U m W m c U Y 0 z r d do ou ur=. urn tu\ 33 Uh urn a. 33 m I .. .. I .. .. """""~"""""" I