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HomeMy WebLinkAbout110 PONTO DR; ; 85-90; PermitKCity of Carlsbad 1200 ELM, CARLSBAD, CA 92008 • TEL (619) 438 5525 MISCELLANEOUS RECEIPT I 'vji'o K City Zip *Cty Zip Tel City Lie No COMPLETE FOR PLAN CHECK ONLY LEGAL DESCRIPTION £*=> 4-. A-i ASSESSORS PARCEL NONO -^ 7 _ , DESCRIPTION OF WORK PLAN ID NO DESIGNER ADDRESS PHONE CONTACT PERSON' Signature of Applicant -- 2O MISCELLANEOUS FEE RECEIPT 0100008806D n n n • PLAN CHECK FEE. VALUATION DEMOLITION HOUSE MOVING PARKS AND RECREATION FEE PUBLIC FACILITIES RSEj D- D- D_ D_ n. n_ n. G TOTAL FEE 'WARNING PLAN CHECK FEES WHERE NO ACTION IS TAKEN BY THE APPLICANT IN 180 DAYS AND NO BUILDING PERMIT IS ISSUED ARE FORFEITED TO THE CITY COMMENTS White — Applicant Yellow — File Pink — (1) Finance (2} Data Process .Gold — Assessor DEVELOPMENTAL 'SERVICES D Assistant Clly Manager (714) 438-5596 IPX Building Department (714)438-5525 O Engineering Department (714) 438-5541 D Housing & Redevelopment Department ' (714)438-5611 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008 Citp of Carlsfaab a Planning Department (714) 438-5591 Date: 4-11-86 ' To: Pacific Rieiera Ltd. 2733 Shelter Island Dr, San Diego, CA. 92106 '35-90 ,fi. 35-91 Dated: 2-20-85 Subject: Plan Check Expiration Dear Sir: The plan check for your project at: Ponco has become null and void due to limitation of time on: 2-20-86 Drive The provisions of Section 304 (c) of the Uniform Building Code states: ^ 304 (c) Expiration of Plan Check. Applications for which no permit is 'issued within 180 days following the date of application shall expire by limitation and plans submitted for checking may thereafter be returned to the applicant or destroyed by the Building Official. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant showing that circumstances beyond the control of the applicant have prevented action from being taken. In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan check fee. We will hold your plans for 10 time they will be destroyed. days at our office for you- to pick up, after which If you have any questions please contact the Carlsbad Building Department at438-5525. • Very truly yours, " Martin Orenyak \ Building Official M0:hh RV,rs 120°SERVICES * ,w B^§g7m CARLSBAD. CALIFORNIA 92008-1939 BUILDING DEPARTMENT ' W^^Mi ' (619)438-5525^S$^ CitpofCarlsbab Date: 8-6-85 To: Pacific Riviera Ltd. PC^ 85-90 Dated 2-20-85 2733 Shelter Island Dr. Hotel Rec. Area. - Ponto Drive * 2" " EXPIRES: 8-20-85San Diego, CA. 92106 Subject: Plan Check Expiration Otir records indicate that you have not obtained your building permit for which you filed an application on the date shown above. The provisions of Section 304(c) of the Uniform Building Code state: Sec. 304(c) Expiration of Flan Check, Applications for which no permit is issued within 180 days following the date of application shall expire by limitation and plans submitted for checking may thereafter be returned to the applicant or destroyed by the Building Official. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant showing that circumstances beyond the control of the applicant have prevented action from being taken. In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan check fee. For your convenience, please check the appropriate box below indicating your intentions and return this letter to the address above. _ Project abandoned. I will pick up plans in 10 days, ^f — *^s _ Signature / A I \. Date ^ ^— ^ _ Project abandoned, plans may be destroyed. __ Signature _ Date ^~7T Maximum 180-day time extension requested for the following reason: Signature < " — </^~^ Date If you have any questions, please contact the Carlsbad Building Department at 438-5525 RECEIVED MARTIN ORENYAK \ AMg i o iq •n -i J • rtr^- -Ok HUU A O I<JBuilding Offici CITY OF CARLSBAD Building Department ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619) 56O-1468 DATE: JURISDICTION: PLAN CHECK NO:— J-T" PROJECT ADDRESS: --.. QH.JC[R IS:DIC T10N!3 D PLAN CHECKER D FILE COPYD UPS D DESIGNER | I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes, when minor deficien- cies identified on the enclosed check list are resolved and checked by building department staff. [] The plans transmitted herewith have major deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. Iffi The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. |1 The applicants copy of the-check list is enclosed for the_ jurisdiction to return to the applicant contact person. HI The applicant's copy of the check list has been sent to: D Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted:Telephone # REMARKS: ESGIL CORPORATION Form 31584 Citp of Cartebab 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008 D APPLICANT COPY 3^gaa!AiA^'--"'Ji^|i!ikiLL'ri, fiHWTfoi^ ^"''^BVHNlULU&BUUttlBylffiBMbiSKtiff D PLAN CHECKER COPY COMMERCIAL PLAN CORRECTION SHEET A. B. C. D. E. F. G. H. I. J. Plan Check Number Site Address Owner Building Code Applicable j Occupant Load Occupancy ^-- 1979 U.B.C. Stories Use Type of Construction V-A/ Allowable Floor Area Sprinklers: Actual (yes)No Basis for Area Increase Remarks IX-V € $'~ 2?^ /£%££- ^ Sfoje. y Date Plans Submitted Date Initial Plan Check Applicant Contact Person FOREWORD: PLEASE READ r Date Plans to Plan Checker T^g By Boft Tel.g^ry 1. 2. 3. This plan check is 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 access for the handicapped. The 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, Engineering and Fire Departments. For information regarding those departments, please contact Mr. Carter Darnell at (619) 438-5525. The items below need clarification, modification or change. All items have to be satisfied before the plans wjll be jn conformance with the cited codes and regulations. Per Sec. 303 (c), 1979 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. Please submit two sets of corrected plans and show on this list where corrections were made i.e. sheet, detail, etc..Return any original plans and documents that were returned to you by the city. The above items may be returned to The City Building Department or to Esgil Corporation at 9320 Chesapeake Dr., Suite 208, San Diego, CA 92123, telephone (619) 560-1468. 8/l 9/82 GENERAL Provide the site address and a vicinity sketch on the Titla Sheet. Provide the names, addresses and telephone numbers of the owner and the responsible design professionals on the TitleSheet. 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 design. Please include the California license number and the date the plans are signed. Indicate on the Title Sheet whether or not a grading permit is required Cor this project. 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 13 not included with the building permit application filed should be clearly identified as "not included" on the site plan or Title Sheet. 10o Provide a Building Code Data Legendon the Title Sheet Include the fol- lowing code information for each building proposed. Occupancy Group A ~-3 Description of Use "37'ftHN(j" Type of Construction V-Kl Sprinklers: Yes or No YcT.S Stories :£*_-*• Height 32 Floor Area 15754 ^2 Justification to exceed allowable area in Table S-C 5£>% «nc Justification to exceed allowable height or stories in Table SrD /•- /• SITE PLAH provide a fully dimensioned sita plan drawn to scale. Show North arrow, property lines, easements, streets, existing and proposed buildings and structures, location of yards used for allowable increase of building area and dimensioned setbacks. Provide 3 statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this sita plan". Clearly designate on the site plan existing buildings to remain, existing buildings to be demolished, buildings to be constructed under this permit and any proposed future buildings. Show on the site plan all proposed walls, retaining walls and fences. Specify their heights on the plans Clearly dimension building setbacks from property lines, street center- lines, and from all adjacent buildings and structures on the site plan. and dimension on the site plan all building projections including eaves, balconies, cornices and similar appendages extending beyond the exterior walls. Sho*/ 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 handicap access spaces. Show the location of any designated flood plains, open space easements, or other development restricted areas on the site plan. 26 29. LOCATION ON PROPERTY When two or more 'buildings are on the same property, the buildings shall have an assumed property line between them for the purpose of determining the required wall and opening protection and roof cover requirements, per Section 5Q4lc). An exception is provided if the combined area of the buildings is within the limits specified in Section 505 for a single building If chis exception is used, show how the building!s) will comply with Section 505. Buildings over one story and containing courts shall have an assumed property line for the purpose of determining required wall and opening protection of court walls, per Section 504(c). See possible exception Please show how the court walls will be made to comply with Section 504(c). fin. I 33. The exterior walls leas than •to a 'property-line or an assumed properly-li'irer shall be \ ftg . f ire- rated construction. Section 03(aJ Exterior walls shall have a 30 inch parapet when less than \Q feet to a property line or an assumed property line, (see exception. Section 1709) The exterior wall shall have protected openings (3/4 hour) when closer than |O feet to a property line or an assumed property line Section 03(bJ The exterior walls shall have no openings when closer than _ 5" feet to a property line or an assumed property line. Openings include windows, doors, scuppers, vents, etc. Section 03(b) 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 must comply with Chapter 45. Projections may not extend more than one-third the distance from the exterior wall to the property line or one-third the distance from 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 SO percent of the total area of the wall in each story. Section 504(b) A covered passageway connecting separate buildings must conply with the requirements for an arcade. Section 509 Exterior exit balconies cannot be located in an area where openings are required to be protected. Section 3305U) Exterior stairways shall not project into yards where protection of openings is required. Section 3306(n) Yards or courts serving as required exits for 10 or more occupants must be at least 10 feet wide or have walls of one-hour construction for a height of 10 feet above the court or yard grade Openings shall be protected by fire- assemblies having a rating of not less than three-fourths-hour. Section 3302 definition and Section 3311(d) Structural elements exposed in walls required to be fire-resistive construction due to location on property must have the same fire- resistive rated protection as the wall, or as required for the structural frame for the type of construction, whichever is greater. Table 17-A footnote 1, and Section 1702 Openings for scuppers, mechanical equipment vents, foundation vents and similar openings are not permitted in walls located where openings are prohibited and would have to be protected where openings are required to be protected. Table 5-A u J ~m T^r5 ft Pg-ayfcaTlTEi nuiLpING._AREAt_HEIGHT AND STORIES TYPE OF CONSTRUCTION/ALLOWABLE AREA ANALYSIS Building Designation Type Construction shown Number of Stones and Height Basic Allowable Area Increases For Multi-Stories For Yards Feet On Sides For Sprinklers Total Allowable Area Actual Area Total Area Separation Walls Over Area Over Height Over Stories Yes No Yes No Yes No Yes No Yes No - Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No ) BUILDING _A_REA Provide on the Title Sheet'of the plans the code justification for exceeding the basic allowable area in Table 5-C. 'Section 506 When a building has more than one occupancy, the area shall be such that the sum of the ratios of the actual area divided by the allowable area for each occupancy shall not exceed one Section 503 As shown, the building(s! is/are over area for the Type of Construction shown. Table 5-c The total floor area of a multi-story building cannot exceed twice the basic area allowed by Table 5-C after increasing the basic area, per Section 506 No single story can exceed the basic area allowed by Table 5-C plus the increases allowed by Section 506. Unless considered a separate story, the floor area of a nezzanine shall be included in calculating the area of the story in which it is located. A basement need not be included in the total allowable area, provided such a basenent does not qualify as a story nor exceed the area permitted for a one story building. AREA SEPARATION WALLS Area separation walls may separate portions of a building and allow each portion to be considered a separate building, however, the area separation wall must be four-hour in Type I, II-F.R., lit and IV buildings, and two-hour in Type II-one- hour. Type II-N and Type V buildings. Section SOSteJl Openings in four-hour area separation walls are required to be protected with three-hour fire-resistive assemblies, and 1-1/2 hour fire- resistive assemblies in two-hour area separation walls. Section 505(e) Openings in area separation walls are limited to 25 percent of the length of the wall in each story. Section SOSfeJ If area separation walls do not extend to the outer edge of horizontal pro- jections, (balconies, roof overhangs, canopies, marquees and architectural projections) and the projecting elements contain concealed spaces, the wall shall extend through the concealed space to the outer edges of the projecting elements. The exterior walls, and projecting elements above, must be of one-hour con- struction on each sijje of the area separation wall for a distance equal to the depth of the projecting elements. Openings in the one-hour walls must be protected with three-fourth-hour assem- blies. Section SOSfeJZ All area separation walls must extend in a continuous straight vertical plane from the foundation to a point 30 inches above the roof, but may terminate at the underside of the roof sheathing if the roof/ceiling is two-hour construction. Two-hour area separation walls may ter- minate at the roof sheathing provided that A. Where the roof/ceiling framing elements are parallel to the walls, such framing and elements supporting such framing shall be of not less than one- hour fire-resistive construction for a width of not less than S feet on each side of the wall. B. Where roof/ceiling framing elements are perpendicular to the wall, the entire span of such framing and elements supporting such framing shall be of not less than one-hour fire-resistive construction. C. Openings in the roof shall not be located within 5 feet of the area separation wall. Section 505(3) No openings in the roof are permitted within 5 feet of a two-hour area separation wall if parapets are not provided. Section 5Q5(e)3 X x X- Area separation walls, which separate portions of buildings having different heights, may terminate 30 inches above the lower roof level, provided the exterior wall Cor a height of 10 Ceet above the lower roof is of one-hour Eire-resistive construc- tion with openings protected by three- faurths-hour assemblies. As an alternate, the wall may terminate at the sheathing of the lower roof, provided roof/ceiling elements, if parallel to the wall, are one-hour construction for a 10 foot width along the wall at the lower roof, where the lower roof/ceiling elements are perpendicular to the wall, the roof/ceiling elements shall be one- hour for the entire span Section 505 (e)5. I , No openings in the lower roof are permitted within 10 feet of the area separation wall if parapets are not provided. Section 505(ef5 Show the basis for the approved fire- resistive construction elements for the area separation wall, parapet, and ceiling assembly if used in lieu of parapet, i e Item number in Table 43-A, B, C or U L Directory, etc, (Note that trusses require two layers of 5/8 inch Type 'X1, per Gypsum Fire Resistance Design Manual, Item FC 54J6J See the attached article, "Area Separation Walls Revisited", and incorporate appropriate data and details on your plans. Provide complete details of the area separation wall(s) to show compliance with section 505(e)l-5. Provide a note on the plans stating: "Plumbing and conduit penetrations of the area separation wall shall be of copper or ferrous. No plastic pipe may penetrate the area separation wall". BUILDING HEiGHT/sTopiES Clearly show the maximum building height based on the definition in Section 409. Clearly show if the lower level is a basement or story, based on the definitions in Section 403 and 420. Plot the finish grade (adjacent ground level) on the elevations and dimension ths distance to the floor above for story determination. See definition of grade, Section 408. The height and number of stories cannot exceed that shown in Table 5-D. Show the code basis for the height/ number of stories as shown. 68. /. X Ona additional story would b« b«yond that shown in Table S-0 if the building is sprinklered throughout and the sprinkler system is not other- wise required by Section 506 (area) or Section 508 (substitute £or one-hour). Section 507 Towers, spires and steeples shall comply with Section 507, exception 1 FIRE^RESISTIVE CONSTRUCTION Where one-hour f ire-resisttve con- struction is required, an approved automatic sprinkler system, when not otherwise required, may be substituted for the one-hour construction However, the fire sprinkler system shall not waive or reduce f ire-resistive require- ments for- occupancy separations, exterior walla due to location on property, area separation walls, shaft enclosures, corridor protection, stair enclosures, exit passageways, type of construction separation per Section 1701 and atriums constructed in accord- ance with Section 1715. Section 508 Provide details of the one-hour fire- resistive construction .-Include ua n — as 5 e mb 1 1 1? :y - Maintain one-hour fire-resistive wall construction at built in wall fixtures and behind mailboxes, fire- exitinguisher cabinets, electric panels exceeding 16 square inches in area, etc. Section 4304(e) Detail and reference ICBO number or other approval for horizontal fire assembly using trusses. Section 4303(b)8 Detail how fire-resistive wall and ceiling protection will be maintained at all duct penetrations such as at bathroom and kitchen hood fans, laundry room fans and dryer vents. Also detail recessed light fixtures. Section 4303(b)6 Roof/ceiling and floor/ceiling assemblies must be of one-hour construction, detail fire assemblies on plans along with their ICBO number or other I.D- number from the Fire-Resistive Design Manual published by the Gypsum Assoc. or U.L. number or item number from Table 43-C. UBC Detail water heater vents located inside fire-resistive wall con- struction or within fire-resistive shafts. Detail pre-fabricated fireplace flues within individual fire-resistive shafts and specify fire-stopping around fireplace box opening. Section 4304(e) TBibus H)CM - rn \ \-Hrw\s TO yvim|STILL fcesxnreg INTERIOR WALL AND CEILING FINISH X- X Ta- Clearly identify location and hourly / fire-Veaistive rating of vertical shafts on the plans. Provide construction details showing location of fire dampers and how fire resistivity will be maintained at floors and roofs. Section 1706 Note on the plans that elevator doors must be constructed and installed in the same manner as a hour fire assembly, even though elevator doors are not identified - with fire labels. Detail column fire protection per Table 43-A in the UBC and specify column impact protection in garage areas per SEction 4303(b)5 As a minimum, show a 22 ga steel jacket around each column to a height of 3 feet above the ground for impact protection. Structural members such as beams supporting more than one floor or roof must be individually fire protected. (Section 4303lb)6) Detail required protection. Clearly specify minimum thickness of walls and slabs to provide - hour fire-resistive rating per Table 43-B and C. Clearly specify minimum cover for bonded reinforcing at fire-rated floors. 83. fire-rated columns, fire- rated beams. Clearly specify minimum cover for prestressed concrete tendons per Section 4303(c)3. Detail all plumbing and electrical penetration at occupancy, area, corridor or other fire separation walls as specified in Section 4304te). Detail all furred ceilings as required in Section 4203 Show Cire-retardant treated wood where necessary. Clearly label and identify on the plans the fire-resistive corridors, area separation walls, shafts, occupancy separation walls and floors, exit courts less than 10 feet wide and exit enclosures, along with their hourly ratings. Section 302(c) Foam plastics shall not bo used as interior finish except as provided in section 1712. When walla and ceiling are required to be f ire-resistive or non-combustible, the finish material shall be applied directly against the f ire-resistive construction or to furring strips not exceeding 1-3/4 inches. The furred space shall be filled with inorganic or Class I material or fire stopped and not to exceed 8 feet in any direction. When finish materials are set out or dropped more than 1-3/4 inches from fire-rated walls or ceilings the finish material shall be Class I or sprinxlered on both sides or attached to non-combustibia backing or furring strips Hangers and assembly members of dropped ceilings below a one-hour ceiling assembly shall be non-combustible materials except in Types III and V construction. Where fire-retardant treated wood may be used All interior wall or ceiling finishes less than 1/4 inch thick shall be applied directly against a non-combustible backing unless it is in accordance with an approved tested assembly. Provide a note on the plans with the finish schedule that, "Wall and ceiling materials shall not exceed the flame spread class- ifications in UBC Table 42-B." OCCUPANCY SEPARATION _-hour occupancy separation is required between_ occupancy and the occupancy Table 5-B, Section 503ld), Tables 43-A, B, C and Chapter 43 Administrative and clerical offices and similar rooms need not be separated for other occupancies provided they are less than 750 sq ft., less than 25 percent of the floor area of the major use and not related to an H-l or H-2 Occupancy. Section 503(d) _Jf9. Provide -hour fire-resistive door assemblies in the -hour occupancy separation. Section 503(c) The required three-hour rated occupancy separation between B-2 and B-l occupancies may be reduced to a two-hour rating when the B-l is limited to the storage oC passenger vehicles, and the provisions of Section 702 are not applicable Table 5-B The two-hour occupancy separation may be further reduced to one-hour, if the aggregate area of B-l occupancy within the building does not exceed 3,000 sq ft. Section 503(d) A B-l occupancy in the bssement or first story of a building housing a group B, Division 2 occupancy may be classed as a separate building. The building above may also be considered a separate and distinct puilding for the purpose of area limitation, lim- itation of number of stofJ.es and type of construction ONLY, if Che following conditions are met: b. B-l is Type I construction B-l/B-2 is separated by a three-hour occupancy separation B-l is restricted to passenger vehicle storage, laundry rooms and mechanical equipment rooms (No storage, recreation room, etc ) d.The maximum building height does not exceed the limits in Table 5-D for the least type of construction The Type I Construction is required to have protected exterior wall openings when located within 20 feet from a property line. Section 18Q3lb) All openings in floors forming a three-hour separation shall be protected by vertical enclosures above and below the opening The walls of such enclosures shall be not less than two-hour f lire-resistive construction, and openings therein shall be protected by a one and one- half-hour assembly. Section 503(c), Tables 43 -A, B, C and Chapter 43 Structural members supporting an occupancy separation must have cha same fire-resistive rating as the reparation Table S-B, Section 503(d), Tables 43-A, B, C and Chapter 43 No openings are allowed in a four- hour fire-resistive occupancy separation wall. Section 503(c) Openings in a three-hour fire- ' resistive separation shall be protected by a three-hour assembly, and openings may not exceed 25 percent of the length of wall in the story and no single opening shall exceed 120 sq ft. Section 503(d), Tables 43-A, B, C and Chapter 43 A two-hour fire-resistive separation shall be not less than two-hour fire- resistive construction. Openings shall be protected by a one and one- half-hour assembly. Section 503(c), Tables 43- A, B, C and Chapter 43 A one-hour fire-resistive separation shall be not less than one-hour fire-resistive construction. Openings shall be protected by a one-hour assembly Section 503(c), Tables 43- A, B, C and Chapter 43 Occupancy separation wall penetrations must be either ferrous or copper and fire-stopped. Steel electrical outlet boxes, not exceeding 16 square inches per 100 square feet of wall, may be installed and shall be separated by a horizontal distance of 24 inches when on opposite sides of a wall. Section 43Q4(e) Fire-resistive floors used for occupancy separation shall have openings for mechanical and elec- trical equipment enclosed in shafts per Section 1706. Clarify that wiring within concealed spaces complies with Section 4305(e). Ducts penetrating one or two-hour occupancy separation walls must have fire dampers. A fire door is required for three-hour separations Section 43Q6(j) •X Usable space under the first story, when constructed at metal or wood, shall be separated from the non-usabi* space, and the story above, as required for one-hour ftre-resistwe construction and the 3oor to the usable space shall be self-closing, oE non-combustible construction or solid wood core, not less than 1-3/4 inches in thickness. Section 1703 Show the basis for the rating of the occupancy separation you propose, i.e , Item number in Table 43 - A, B, C; Gypsum Fire-Resistive Design Manual, U.L., etc. EXITS In all occupancies, floors above the first story having 10 or more occu- pants, shall have not less than two exits. Section 3303(a) Exits should have a minimum separation of one-haIf the maximum overall diagonal dimension of the building or area served. Section 3303(c) The maximum number of required exits and their required separation must be maintained until egress is provided from the structure Section 3303U) Where a required exit enters a yard, the yard must lead to a public way. Section 3301 Where required exits enter an exit court (s_ee definition. Section 404 and 3301), the exit court must discharge into a public way or exit passageway. The exxts from the exit court shallcomply with Section 3311 requirements for width, number, and protection of walls and openings. yA. Basements require two exits. 3303U) Section Total width of exits in feet shall b* not less than total occupant load served divided by 50. Tributary occupant load from basements and stories above shall be per Section 3303(b) and the maximum width required for any story shall be maintained. No point in the building shall be more than 150 feet (200 if spnnklered) from an exterior exit, horizontal exit, enclosed stairway or exic passageway, measured along the path of travel. This may be increased 100 feet if last 150 feet is in a corridor. Section 3303 Id) (See exceptional Double acting doors are not allowed when serving a tributary occupant load of more than 100, or when part of a fire assembly, or part of smoke and draft control or when equipped with panic hardware. Section 3304(b) Exit doors should swing in the direction of egress when serving occupant load of 50 or more Section 3303(d) See doors . Exit doors should be openable from the inside without the use of a key, special knowledge, or effort Section 3304(c) [Note that exit doors serving 10 or less occupants may have a night latch, dead bolt, or security chain per Title 24 2-3303(c).] Exit doors should be a minimum size of 3 feet by 6 feet 8 inches with a minimum door swing of 90 degrees Maximum leaf width is 4 feet. Section 3304(e) The net dimension (clear width) at door- ways should be used in determining exit widths required by Section 3302(b), Section 3304{e). In consideration of door thicknesses, panic hardware, door swing etc., the required exit widths have not been furnished See door ULMUU . <»i I Iff. Via. 4 Regardless of occupant load, a floor or landing not more than 1/2 inch below the threshold is required on each side of an exit door Section 3304(h) Doors should not project more than 7 inches into the required corridor width when fully opened, nor more than one-half of the required corridor width when in any position. Section 3305(d) Revolving, sliding and overhead doors are not permitted as exit doors. Section 3304(g) A door may open over a stairway landing provided the door, in any position, does not reduce the clear area of the landing, in the direction of travel, to less than one-hale the required width of the stair- way. Section 3306(g) Minimum exit court width is 44 inches. Section 3311lb) Change in width in an 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) Halls of exit passageways shall be without openings except exits and shall have walls, floors and ceilings o£ the same fire-resistance required for the building, with a minimum one-hour fire-resistive construction, Exit openings in the walls shall be protected by a three-fourths-hour assembly. Section 3312(a] Ramps required by Table 33-A shall not exceed 1 12, other exit ramps 1-8, Ramps steeper than 1-15 shall have handrails as required for stair- ways. Nininum size landings and landing clearances must be provided. Section 3307 Stairway width must be at least 44 inches when serving more than 50 occupants; 36 inches when less than 50, 30 inches when used as a private stairway serving less than 10 occupants Section 3306(b) Section 3301lb) Seventy eight 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 nosings. Stairway handrails should not pro- ject more than 3-1/2 inches into the required width. Trim may not pro]ect more than 1-1/2 inches. Section 3306(b) Enclosed usable space under interior or exterior stairways should be protected on the enclosed side as required for one-hour fire-resistive construction. 2xl? 16" 0 C. nailers. Section 3306(m)(n) Landings should not be reduced in width more than 7 inches by a door when fully open. Where doors open over landings, the landing shall have a length of not less than 5 feet. Section 3306(g) and Section 3304(h> Stairways from upper levels which extend below the level from which eqress from the building is provided, shall have an approved barrier to preclude exiting into such lower levels. Section 3306(hj & 3309(e) Vertical distances between stairway landings are limited to 12 feet. Section 3306(i) All interior stairways and ramps shall be enclosed An enclosure is not required if serving only one adjacent floor and not con- nected to stairs or corridors serving other floors. Section 3309(a) Stairway riser must be 4 inches minimum and 7-1/2 inches maximum and minimum run shall be 10 inches except in winding, circular or spiral stairways. Section 3306(c) B/A-13 J Minding and spiral stairways are permitted only in residential occupancies. Section 33061d) Stairways should be enclosed as specified in Section 3309 a. Two-hour fire-resistive walls are required in buildings of Type I and Il-P R. Construction, and in all buildings over four stories, and one-hour elsewhere b. Only exit doors are allowed to open into exit enclosures. c. Doors should be labeled one an one-hai£-hours or one-hour fire assemblies. d. Exit enclosures should include a corridor on the ground floor extending to the exterior. 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 con- tinuing 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 building in smoJce-proof enclosures. Section 331o(b) In buildings four or more stories, one stairway must extend to the roof. Section 3306(o) It must be in a smoke-proof enclosure in buildings over 75 feet in height. A first story as allowed by Section 702 shall be included in determining the number of stories when deter- mining if a stairway to the roof is required. Section 3306(o) \4A. Handrails are required on each aide of stairways. Stairways required to bs more than 38 inches wide shall have intermediate handrails. Stairways not over 44 inches wide may have one handrail if not open on both sides Private stairways (1 tenant), 30 inches or less in height, may have one hand- rail. Handrails shall be 30 inches to 34 inches above nosingiof treads and be continuous and, except for private stairways, at least one rail shall extend 6 inches beyond top and bottom risers Handrail ends shall be returned or shall terminate in a newel post or safety terminal. Section 3306(]J The handgrip portion of all handrails shall be not less than 1-1/4 inches nor more than 2 inches in cross-sectional dimension Handrails projecting from walls shall have at least 1-1/2 inches between the wall and the handrail. Section 33Q6f;j> Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the required stairway width. Section 330€{g) Openings in the exterior wall below or within 10 feet horizontally of an exterior exit stairway in buildings over two stories shall be protected by a self-closing assembly having a three-fourths-hour rating, unless two separate exterior stairways serve an exterior exit balcony. Section 3306(1) CORRIDORS Corridors, and exterior exit balconies, serving 10 or more occupants must be a minimum 44 inches wide and 7 feet high to the lowest pro3ection Section 330S(b) When a corridor or exterior exit balcony is accessible to the handicapped, changes in elevation shall be made by means of a ramp. Section 3305(fl uz. Corridors serving 30 or more occupants shall have walls and ceilings of one- hour construction except a. Corridors greater than 30 feet wide when the occupants or areas served by the corridor have an exit independent from the cor- ridor. b. Exterior sides of exterior1 exit balconies Section 3305(g) One-hour fire-rated corridors shall have door openings protected by tight-fitting smoke and draft control assemblies rated 20 minutes, except openings in interior walls of exterior exit balconies. Doors shall be maintained self-closing or be automatic-closing by action of a smoke detector per Section 4306(b), doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides and top. Section 3305(h) Total area of all openings, except doors, in any portion of an interior corridor, shall not exceed 25 percent of the area ot the corridor wall of the room which it is separating from the corridor. Such openings shall be pro- tected by fixed, approved 1/4 inch thick wired glass installed in steel frames. Section 3305fh) Duct penetrations of fire-rated corridor walls and ceilings shall have fire dampers per Section 4306(j). Viewports in 20 minute rated corridor doors cannot exceed 1 inch in diameter and must have 1/4 inch thick glass and metal holder that will not melt at 1700°F. Section 3305(h) / Provide a complete architectural section of the corridor, and exterior exit balcony, showing all fire-resistive materials and details of construction for all floors, walls, roof and all penetrations. Section 3305(g) Ceilings of combustible materials cannot be suspended below the one-hour corridor ceiling. Section 3305(g) Corridor walls may terminate at the ceiling only if the ceiling is an element of a one- hour fire-resistive floor or roof system. Section 3305(g) IS/. 164 See attached details for approved methods of providing one-hour corridor construction. Mien two exits are required, dead end corridors and exit balconies are limited to 20 feet. Section 330S(«) Exterior exit balconies cannot be located in areas where protected openings are required. Section 3305(i) EXIT SIGHS Exit signs are required for exits „,.,, serving an occupant load exceeding 50. Show all required exit sign locations. Section 3314(a) Show that exits are lighted with at least one foot candle at floor level. Section 3313<a) Show that the power supply for exit illumination and exit signs is provided by two separate circuits. (Occupant load exceeds 50 in I occupancies, 100 in H occupancies and 300 in all others). Section 3313(b)l Show separate sources of power for exit illumination and exit signs (Occupant load exceeds 999 in A-l, SOO in A-2/2.1, 150 in churches, 100 in I's, 500 in B-2 occupancies). Section 3313(b)2 The exit sign locations as shown are not adequate. ELEVATORS Provide notes and details to show the elevator will comply with Sections 5101 throughAMD •stsvr- ia?A-GLASS AND GLAZING Specify on the window schedule the glass type and thickness to show compliance with Table 54-A and 3. Glass in doors or within 12 inches of doors is required to be safety glazing. Section 5406(d) Glass in excess of 9 sq.ft. with the lowest edge less than 18 inches above a walking surface shall be safety glazing or shall have a horizontal member not less than 1-1/2 inches in width and located between 24 and 36 inches above the walking surface. • L-l (^f yt. HOOP A fire-retardant rodC covering is required. See exceptions under Section 3202(b) Specify rooC pitch. Roof pitch is not adequate for roof covering specified. Specify minimum pitch of . Specify roof material and application. Specify ICBO, UL or other recognized listing approval number for roof mater- ials not covered in'UBC Specify roof slope for drainage or design to support accumulated water. Section 3207<aJ Show roof drains and overflows. Size drains per Appendix D of UPC. Section 3207(a) Show the legal basis to allow roof drainage to flow on to the adjacent property. Draft stop roof/ceiling area, attics, mansards, overhangs, false fronts and similar '. B-2 and B-4 occupancies with over 50,000 sq. ft. of undivided area and H occupancies over 15,000 sq.ft. of single floor area shall have smoke and heat vents per Section 3206. Provide skylight details to show com- pliance with Section 3401 and 5207 or provide ICBO or other recognized approval listing. Provide plastic roof panel details to show compliance with Section 5206 or provide ICBO or other recognized approval listing. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if a least 50 percent of the required vent is at least 3 feet above eave or cornice vents. Section 3205(c) Provide a minimum 22" x 30" (or 30" x 30' if equipment is in atticj attic access opening Section 3205(c) gIRE^EXTINGUISH!MG Firs sprinklers ar« required on any story or basement when the floor area exceeds 1,500 sq.ft. and there is not provided *t least 20 sq.ft. of opening entirely above the adjoining ground in each SO lineal feet or fraction thereof of «xterior wall on at least one side, or when openings are provided on only one side and the opposite side is more than 75 teet away. Section 3802!b) pirft sprinklers are required in a basement if any portion of a basement is more than 75 feet from openings in an exterior wall. Section 3802(b) , _ Fire sprinklers are required at the top of rubbish and linen chutes and in their terminal rooms. Chutes extending through three or.more floors shall have additional sprinkler heads installed within such chutes at alternate floors. Sprinkler heads shall be accessible for servicing. Section 3802(bl Fire sprinklers are required in retail sales rooms where the floor area exceeds 12,000 sq.ft. on any floor or 24,000 sq.ft. on all floors. Section 3802 1/3. Provide fire spnnklers_ Section 506, 507, 508 or 3802. See also Jurisdiction Ordinance. When serving more than 100 sprinkler heads, automatic sprinkler systems shall be super- vised by an approved central, proprietary or remote, station service, or shall be provided with a local alarm which will give an audible signal at a constantly attended location. provide class _ standpipes per Section 3807. A first story as allowed by Section 702 shall be included in determining the number of stories when determining if standpipes are required. Section 3806 TITLE HANDICAPPED ACCESS AND ENERGY CONSERVATION provide notes and details on the plans to show compliance with the enclosoed Handicapped Access and Energy Conser- vation check lists. (M)GAv tZooP1 FOUNDATION 187. Provide a copy of the project soil report prepared by a California licensed Civil Engineer The report shall include foundation design recommendations based on the engineer's findings and Shall comply with UBC Section 2905. Specify on the foundation plan or structural specifications sheet the soil classification, the soil expansion index and the design bearing capacity of the foundation. £>!£. CHaRsfiiiVJCS' Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommen- dations in the soil report are properly incorpor- ated into the plans [When required by the soil report) 90J The foundation plan does not comply with the following soil report recommendation(s)for this project ~ _ - - _ . ^ ~ 199. Dimension foundations per Table 29-A. ¥• v« QCPTMMUM 2/0. Provide notes on the foundation plan listing the soils report recommendations for foundation slab and building pad preparation. Note on the foundation plan that:"Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the Building Official m writing that: a. the building pad was prepared in accordance with the soils report, b. the utility trenches have been properly backfilled and compacted, and, c. the foundation excavations, forming and reinforcement comply with the soils report and approved plan". Provide spread footings for concentrated loads designed for 1,000 psf soil bear- ing or per bearing value as determined by an engineer or architect. Chapter 29 Show height of all foundation walls. Chapter 23 Show height of retained earth on all foundation walls. Chapter 23 Show distance from foundation to edge of cut or fill slopes and show slope and heights of cuts and fills. Chapter 29 Note on the plans that wood shall be 6 inches above finish grade. Section 2516(c)7 Note on plans that surface water will drain away from building and show drain- age pattern and key elevations. Section 2905if) Show foundation sills to be pressure treated, or equal. Section 2516(c)3 Show foundation bolt size and spacing. Section 2907(e). Specify size, ICBO number and manufac- turer of power driven pins. Show edge and end distance and spacing. Section 306(C) Show size, embedment and location of hold down anchors on foundation plan. Section 2303{b)4 Note on the plan that hold down anchors must be tied in place prior to founda- tion inspection Show adequate footings under all bearing walls and shear walls. Section 2907(d) Show stepped footings for slopes steeper than 1-10. Section 2907[c; Show minimum 18 inch clearance from grade to bottom of floor joists and minimum 12 inch clearance to bottom of girders. Section 2516(c)2 Show pier size, spacing and depth into undisturbed soil. Table 29-A Show minimum under floor access of 18 inches by 24 inches. Section 2S16(c)2 Show minimum under floor ventilation equal to 1 sq"ft. for each 150 sq.ft. of under floor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516(c)6 Specify that posts embedded in concrete shall be pressure treated per UBC Standard No. 25-12. Section 2516(c)l Or) C H ft- 1 'Z**-'1 U31 Pe \5i=Mfv40 "4- & ^ On) "S.-4 , £J3) UJ 35^-r-s ftr i-u*T- *5Ta o. g. Ina^ -t^g gj M- -to 3 SJ_2^'O N- S- -b To W\ i vl a ~2*\~l "o z. , 1 4- _gHQuJ V^M^Vs QlO TITLE 24: DISABLED ACCESS REGULATIONS [NON-RESIDENTIAL CHECK LIST] AT EACH CIRCLED ITEM, NOTE THE PLAN SHEET THAT SHOWS THE CORRECTION. A. WALKS AND SIDEWALKS (SFC. 2-3323) 1. Walks and sidewalks shall have a continuous com- mon surface, not interrupted by itcpi or by abrupt changes in level exceeding V) inch, and shall be a minimum of 48 inches in width 2, Surface! with a slope of less than 6 percent gradient ih*ll be at least as slip-resistant as that described as a medium salted finish 3 Surfaces with a slope of 6 percent gradient or greater shall be slip-resistant. 4. Surface cross slopei shall not exceed % inch per foot. 5. Wilks, sidewalks and pedestrian ways shall be free of grating] whenever possible For gratings located in the surface of any of these arcu, grid openings in gratings shall be limned to Vt inch in the direction of traffic flow 6. When the slope in the direction of travel of any walk exceeds 1 vertical to 20 horizontal it shall comply with the provisions for Pedestrian Rampx. 7. Abrupt changes in level along any accessible route shall not exceed Vt inch When changes m level do occur, they shall be beveled with a slope no greater thin 1 2 except that level changes not exceeding W inch mav be vertical When changes in levels greater than Vi inch are necessary they shall comply with the requirements for curb ramps. 8. Walks shall be provided with a level area not less th^n 60 inches by 60 inches at 3 door or gate that swmgs toward the walk, And not less than 43 inches wide by 44 inches deep at a door or gate that swings away from the walk. Such walks shall extend 24 inches to the side of the strike edge of a door or gate that swings toward the walk. 9. All walks with continuous gradients shall have level antas at least 5 feet in length at intervals of at least evtry 400 feet. B. HAZARDS {SEC. 2-3324) 1. Warning curbs Abrupt changes in level, except between a walk or sidewalk and an adjacent street or dmeway, exceeding 4 inches in a vertical dimen- sion, such as at planters or fountains located in or adjacent to walks, sidewallu, or other pedestrian ways, shall be identified by curbs projecting at least 6 inches m height above the walk or sidewalk surface to wain the blind of a potential drop off When a guardrail or handrail is provided, no curb is required when a guide rail is provided centered 3 inches (plus or minus one inch) above the surface of the walk 01 sidewalk, the walk is 5 percent or less gradient or no adjacent hazard exists. 2. Overhanging Obstructions Any obstructions that overhangs a pedestrian's way shall be a minimum of 80 inches above the walking surface as measured from the bottom of the obstruction. RKING (SEC 2-7102) 1J The following tabJe establishes the number of handi- capped parking spaces required Total Number of Parking Spaces 1 * 40 41. 80 . 81 * 120 . . 121 v J60 161 -300 301 -400 401 500 over 500 Number of Handicapped Parking Spaces Required 1 2 3 4 5 6 7 I for each 200 additional spaces provided When less than 5 parking spaces are provided, one shall be 14 feet wide and lined to provide a 9 font p*rkm« area and a 5 foot loading and unloading arta 2J Physically handicjupcd parking, spaces shall be to- uted as near as practical to A primary entrance. If onlv OIK space is provided, it shall be 14 feel wide and lined to provide a 9 fool parking area and a 5 foot loading and unloading area When more than one space is provided in lieu of providing a 14 foot wide space for each parking space, two spaces can be provided within a 23 foot wide area lined to provide a 9 foot parking area on each side of a 5 foot loading and unloading area in the center The mm imum length of each parking ipace shall be ) 8 feet. 3. In each parking area, a bumper or curb shall be pro- vided and located lo prevent encroachment of cart over the required width of walkwrys Also, the space shall be so located that a handicapped person is not compelled to wheel or walk behind parked cars other than their own. Pedestrian ways which are accessible to the physi- cally handicapped shall be provided from each such puking space to realted facilities, including curb cuts or ramps as needed Ramps shall not encroach into any parking space. EXCEPFIONS 1 Ramps located at the front of physically handicapped parking ipace* may encroach into the length of such spaces when such encroachment does not limit a handicapped person's capability to leave or enter their vehicle thus providing equivalent facilitation. 4. Surface slopes of parking spaces for the physically handicapped shall not exceed W inch per foot in any direction. 5. Entrances to and vertical clearances within parking structures shall have a minimum vertical clearance of 8 feet 2 mchet where required for accessibility to handicapped parking spaces. Handicap parking identification signs shall be provided as required by Section 2-71D2(e) in the following locations a. On the pavement within each required park- ing apace b. At the entrance to the parking facility. * D. SANITARY FACILITIES (SEC. 2-1711) 1. Where separate facilities are provided for non-handi- capped persons of each sex, separate facilities shall be provided for handicapped persons of each sex also. Where unisex facilities are provided for non. handicapped persons, such unisex facilities shall be provided for the handicapped 2. Where sanitary facilities are located on accessible floors of a buildmg, they shall be made accessible to the physically handicapped. S. Passageways leading to sanitary facilities shall have a clear access width as specified in Chapter 33. Alldoorways leading to such sanitary facilities shall have a) A clear unobstructed opening width of 32 inches b) A level and clear area for a minimum depth of 60 inches in the direction of the door swing *« measured at right angles to the plane of the loot in itf closed position, and 44 inches where he door swings away from the level and clear area. 4 Multiple accommodation toilet facilities shall have the following a) A clear space measured from the floor to a height of 27 inches above [he floor, within the sanitary facility room, of sufficient size to inscribe a circle with a diameter not less than 60 inches, or a clear space 56 inches by 63 inches in size Doors other than the door to the handicapped toilet compartment in any position may encroach into this space by not more than 12 inches b) A water closet fixture located in a compartment shall provide a 28 inch wide clear space from a fixture or a 32-inch wide clear space from a wall at one side of the water closet and a 48 inch long clear space in front of the water closet if the compartment has an end opening door (hang the water closet) A 60 inch minimum length clear space shall be provided in a compartment with the door located at the side Crab btrt shaJt not project more than 3 inches into the clear spaces aj specified above c) A water closet compartment shall be equipped with a door that has an automatic closing device, and shall have a clear unobstructed opening width of 32 inches when located at the end and 34 inches when located at the side with the door positioned at an angle of 90 degrees from iti closed position Except for door opening widihi and door swings, a clear unobstructed access not lest than 44 mchei shall be provided to water closet compartments designed for use by the handicapped and the space immediately in front 11/84 of a water doset compartment shall be not leu that 48 inches u measured at right angle* to com- partment door in itt clowd position. 5. Single accofModation toilet facilities stall have tha following! There shall be sufficient apace in the toilet room for a wheelchair meas- uring 30 inches vicfe by dfl inches long to enter the roon and pamit the door to clone. The water closet shall be located in a space which providaa a 13 inch wide clear sp«ca from a fix- ture or a 32 inch vide clear space from a wall at one side of the water cloaet and 48 inchea of clear space in front of the water cloaet. 6. In an ex u ting building a jingle accommodation toilet facility may have the water closet fixture located in a compartment which provides a dear space of not leu than 36 inches wide by 48 inchei long in front of the water closet. 7. Grab bars located on each side, or one side of the back of the physically handicapped toilet stall or compartment shall be securely attached 33 mchet above and parallel to the floor. Grab ban at the side thall be at least 42 inches long with the front end positioned 24 inches in front of the water closet stool and grab bars at the back shall be not leu than 36 inches Ion); The diameter or width of the gripping surfaces of a grab bar shall be 1!4 inch to 1W inch or the shape thall provide an equivalent gripping surface. If grab ban are mounted adjacent to a wall, the space be- tween the wall and the grab bars shall be 1H mchet 8. A dear floor space 30 inchei by 48 inches shall be provided m front of a lavatory to allow a forward approach Such clear floor space shall adjoin or overlap an accesible route and shall extend into knee and toe space underneath the lavatory. 9. Where urinals are provided, at least one shall have a clear floor space 30 inches by 48 inches in front of the urinal to allow forward approach 10. *ere facilities for bathing are provided for tho public, clients or employees, including showers, bathtubs or lockers, at least one such facility shall comply with the handi- cap access standards in Section 2-1711(j). 11. 1/4 inch thick identification symbols shall b* provided on doors to sanitary facilities. A 12 inch triangle for men and 12 inch dia- meter circle for women is required. E. WATER CLOSETS (SEC P-I502) 1< The height of accessible water closets shall be a min- imum of 17 inches and a maximum of 19 inches measured to the top of the toilet seat. Flush control* shall be operable by an oscillating handle with a maximum operating force of 3 Ib or by a remote !ow voltage button. The handle or button shall be located so they arc operable without requiring excessive body movement. F. URINALS (SEC. P-1503) 1 Where urmali are provided at least one elongated rim at a maximum of 17 inches above the floor 11required. 2. Flush controli shall be hand operated, and shall be mounted no more than 44 inches above the floor. C. LAVATORIES {SEC. P-1504) 1. Lavatories shall be mounted with a clearance of at least 29 inches from the floor to the bottom of the apron with knee clearance under the front lip ex- tending a minimum of 30 inchei in width with 8 inches minimum depth at the top Toe clearance shall be the same width and shall be a minimum of 17 inches deep from the front of the lavatory 2 Hot water and drain pipes under lavatories shall be insulated or otherwise covered There (hall be no sharp or abrasive surfaces under lavatories.5 Faucet controls and operating mechanisms shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wnst The force required to activate controli shall be no greater than 5 Ib Lever-operated, push type and electronically controlled mechanisms are examples of acceptable designs Self closing valves are,allowed if the faucet remain open for at least 10 seconds. INKING FOUNTAINS (SEC P-1M7) The drinking fountain shall be a minimum of 18 inihcj in depth and there shall be clear and unob- structed spaces under the drinking fountain not leit than 27 inches in height and 18 inches in depth, the depth, measuremcnti being taken from the front edge of the fountain A side approach drinking fountain is not acceptable The bubbler shall be activated by a control which is easily operated by a handicapped person such at a hand-operated lever type control located within 6 inchei of the front of the fountain, a push bar control along the front of the drinking fountain, etc. The bubbler outlet orifice shall be located within 6 inches of the front of the drinking fountain and shall be within 36 inches of the floor. The water stream from the bubbler shall be "substantially parallel to the front edge of the drinking fountain. 'Vhere water fountains are provided, they shall be located completely within alcoves, or otherwise positioned 10 as not to encroach into pedestrian ways L DOORS & HARDWARE (SEC 2-3301, 3303, 3306) 1. All primary entrances to buildings shall be made accessible to the handicapped. Hand activated door opening hardware shall be centered between 30 inches and 44 inches above the floor. Latching and locking doors that are hand acti- vated and which are in a path of travel, shall be oper- able with a single effort by lever type hardware, by panic bars, push-pull activating bars, or other hard- ware designed to provide passage without requiring the ability to grasp the opening hardware Locked exit doors shall operate as above m egress direction. Doors to individual hotel or motel units shall oper- ate similarly, except that when bolt and unlatching operation is key operated from corridor or ex ten or iide of unit door, large bow keys (2 inch) full bow or 1W inch (half bow) shall be provided m lieu of lever type hardware on the corridor side. Separate dead lock activation on room side of corridor doors mhotels or motels shall have lever handle or large thumb turn in an easily reached location. 3. Width and Heights. 1 Every required exit doorway shall be of a size as to permit the installation of a door not lest than 3 feet in width and not less than 6 feet, 8 inches m height. When installed in exitdoorways, exit doors shall be capable of opening at least 90 degrees and shall be so mounted that the clear width of the exitway is not less than 32 inches. 4. For hinged doors, Che opening width shall be mea- sured with the door positioned at an angle of 90 degrees from its closed position At least one of a pair of doors shall meet this opening width require- ment. Revolving doors shall not be used as a required .^^ entrance for the physically handicapped ( 5 J Maximum effort to operate doors shall not exceed •&f~^ 8 5 pounds for exterior doors and 5 pounds for --•V interior doors, such pull or push effort being applied at right angles to hinged doors and at the center plane of sliding or folding doors. Compensatingdevices or automatic door operators may be utilized to meet the above standards When fire doors arc required, the maximum effort to operate the door may be increased not to exceed 15 pounds. 6. Construction. The bottom 10 inches of all doon except automatic and sliding shall have a smooth uninterrupted surface to allow the door to be opened by a wheelchair footrejt without creating a trap or hazardous condition Where narrow frame doors are used, a 10 inch high smooth panel shall be installed on the push side of the door, which will allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition Thresholds shall not exceed Vt inch in height. Where turnstiles are uied a door or gate that » accessible to the handicapped thall be provided m 30 fret. There shall be a level clear area on each side of an exit or paaaage door. Provide 60 i«cr*ea clear in tha direction of the door awing and M inchea on tha aide opposite the door swing direction. neaeure*ents ar« to be at right angle* to tha cloaed door. ' 11/84 10. The width of the required level area on the aide into which the door swings shall extend 24 inchea past the strike edge for exterior doors and ID inches past the strike edge for interior doors. 11. The space between two consecutive door openings in a vestibule serving other than a required «xit stairway shall provide a minimum of 48 inches of clear space from any door opening into the vestibule when the door is open 90", Doors into a vestibule shall swing in the game direc- tion or they both shall swing awoj- from the vestibule. 3. CORRIDORS AND EXIT BALCONIES (SEC. 2-3304) 1. Corridors that exceed 200 feet in length shall: a. Have a mininu* clear width of 60 inches; b. Have at a central location, a 60 inch x 60 inch minimum wheelchair turning/passing space, or c. Have at a central location, an intervening ( cross corridor (minimum 44"); or d. Have at a central location, an openable door which provides complying access to an area adjacent to the corridor. K. STAIRWAYS (SEC. 2-3305) 1. Handrails shall extend a minimum of 12 inches beyond the top nosing and 12 inches plus the tread width beyond the bottom nosing. 2. The handgrip portion of handrails shall be not less than 1-1/4 inches nor more than 2 inches in cross-sectional dimension or the shape shall provide an equivalent gripping surface and shall have a smooth surface with no sharp corners. The upper approach and the lower tread of each interior stair and every tread of exterior stairs shall be marked by a strip of clearly con- trasting color, at least 2 inches wide, placed parallel to, and not more than 1 inch from the nose of the step or landing to alert the visually impaired. (Applies to stairs with 2 or more risers) 4. Open stairways are not permitted. Risers shall be sufficiently solid to prevent the passage of objects larger than I/ft inch. 5. Tread surfaces shall be slip-resistant and shall have smooth, rounded or chamfered exposed edges. The lower front edge shall be beveled or rounded. 6. Nosing shall not project more than 1-1/2 inch past the face of the riser below. L. XAMPS (SEC. 2-3306) f\i The slope of a ramp shall not exceed 1 m 12. _Jrl. The top landings on a ramp must be at least 60 ffl inches in depth.S 3. If » door swings onto a top landing the landing depth shall be not less than 42 inches plus the width of the door. 4. The top landing shall have a width not less than iti depth. 5. The top landing shall extend not less than 24 inches beyond the ttnkc side of the door at extenor ramps and 18 inches at interior ramps i 6. The bottom landing shall be not less than 72 mchej deep7. Intermediate landings shall be provided at turm and whenever the change in level exceeds 30 inches. 8. Intermediate landings on straight ramps shall hive a depth of not less than 5'0" Intermediate landing) on ramps that turn greater than 30 degrees shall be not less than 6 feet in depth 9. Ramps shall be not less than 4 feet wide. 10. Ramps serving a primary entrance for an occupant load of 300 or more shall be not less than 5 feet wide. 11. Handrails shall be placed on each side of each r«mp and thall extend 12 inches beyond the top and bottom of the ramp 12. Su/facei of ramps shall be slip resistant. ELEVATORS (SEC. 2-5103) 1. At laaat one elevator shall have a minimum In- side car platform of 6 fo*t 0 Inchea vide by * feet 3 inchea deep with a minimum clear opening width of 42 inches in buildings more than three stories in height and in all buildings where elevators are required. 2. Passenger elevators in buildings other than those required in No. 1 above and serving an occupant load of more than 50 shall have a minimum inside car platform of 5 feet 8 inches wide by 4 feet 3 inches deep. Doors atwll be 3 feet clear side slide-type. 3. Passenger elevators in buildings other than those required in No. 1 above and serving an occupant load of less than 50 shall have a minimum inside car platform of 4 feet 6 inches wide by 4 feet 6 inches deep. The door opening shall be at leaat 2 feet 9 inches clear width. 4. All passenger elevators shall have handrail lo- cated 2 feet 6 inches to 2 feet 10 inches above the car platform. Elevator car operation buttons need to be with- in reach of wheelchair uaers and of a type that blind or partially sighted persona can identify as required by Section 2-5103(e) 2.0. and E. Wheelchair lifts shall comply with Sec. 2-5104. N. REFUGE AREAS (SEC. 2-3302(g)) (FIRE MARSHAL REGULATED XCUPANCIES) 1. Every multi-story building where access is pro- vided for the physically handicapped shall have designated (signed) rooms or areas on each floor to provide safe refuge for the handicapped. Refuge areas are not required on stories opening to grade or with ramps to grade or in stories used only as service basements or only for park- ing. 0. TELEPHONES (SEC. 2-1713) 1. General. If public telephones are provided, they shall comply with Section 2-1713(a) through (gj. P. ELECTRICAL 1. Electrical receptacles (15, 20 and 30 amps) shall be at least 12 inches above the floor. Section 3-210-25 Switches and controls for lights, appliances, cooling, heating and ventilating equipment shall be not less than 3 feet nor more than 4 feet above the floor. Section 3-380-8 3. Fire alarm initiating devices shall be 48 inches above the floor, ground or sidewalk. Section 3-760-8.1 Q. SPECIFIC OCCUPANCY REQUIREMENTS Chapters 2-6 through 2-14 have specific occupancy requirements for access in addition to the general requirements listed above. Provide notes and de- tails to comply *ith 11/84 Jurisdiction Prepared byi VALUATION AND PLAN CHECK FEE Bldg. Dept. Esgil PLAN CHECK NO. BUILDING ADDRESS /^/^TV O/Z APPLICANT/CONTACT £#& & Vte*'* jl^/fa. PHONE NO. 4/5^ fe'ZSJ BUILDING OCCUPANCY A- '-3 DESIGNER PHONE " TYPE OF CONSTRUCTION i/~// f$pfc* BUILDING PORTION U6S t-h-t&LQ* 4 S'/r?/=r /•$ /£&& QnJO $Qm& ^. ( £/3,#t) Air Conditioning- Commercial Residential Res. or Comm. Fire Snrinklers Total Value / BUILDING AREA 3-06 £$t<z &#rTiri J-VfZ. i7~riS7~~ CI^B - 1 /£ Sc#r?<3'*4/r ~^2^»e. /• /$?: -*~> ,-t~/i/ &&*..-"&- CONTRACTOR VALUATION MULTIPLIER -> Jto>'^0>^6, 4 } . $<r>r?e / r** &/S&. 1 <?*Ox /^5?t @ @ e PHONE VALUE ftr&S*?. S &" Z C^O 00} <?4> * 73?5&& 737.5*2 Fee Adjusted To Reflect D Energy Regulations (Fee x 1.1) Q Handicapped Regulations (Fee x 1.065) ,*--) _ Building Permit Fee $_ Plan Check Fee $ /' *$/£ • COMMENTS; 8/4/82 1 5 3 4 5 6 7 8 9 10 ll 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 PLANNING COMMISSION RESOLUTION NO. 2323 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF CARLSBAD, CALIFORNIA, APPROVING A CONDITIONAL USE PERMIT TO ALLOW A 121-UNIT SENIOR RESORT HOTEL ON PROPERTY GENERALLY LOCATED IMMEDIATELY NORTH OF 7204 PONTO DRIVE. APPLICANT: PACIFIC RIVIERA CASE NO: CUP-239 WHEREAS, a verified application has been filed with the City of Carlsbad and referred to the Planning Commission; and WHEREAS, said verified application constitutes a request as provided by Title 21 of the Carlsbad Municipal Code; and WHEREAS, pursuant to the provisions of the Municipal Code, the Planning Commission did, on the 11th day of July, 1984 and on the 8th day of August, 1984, hold a duly noticed public hearing to consider said application on property described as: A portion of the south two-thirds of Lot 4 of Section 29, Township 12 South, Range 4 West, San Bernardino Meridian in the City of Carlsbad, WHEREAS, at said hearing - upon hearing and considering all testimony and arguments, if any, of all persons desiring to be heard, said Commission considered all factors relating to CUP-239. NOW, THEREFORE, BE IT HEREBY RESOLVED by the Planning --- Commission of the City of Carlsbad as follows: (A) That the foregoing recitations are true and correct, (B) That based on the evidence presented at the public hearing, the Commission APPROVES CUP-239, based on the following findings and subject to the following conditions: Findings 1) The "*ite is physically suitable for the type and density of the Development since the site is adequate in size and shape to accommodate residential development at the density pro- posed. 1 2 3 4 5 6 7 8 9 10 11 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 2) 3) 4) 5) 6} 7) The project is consistent with all City public facility pol- icies and ordinances since: a) The Planning Commission has, by inclusion of an appropriate condition to this project, insured that the building permits will not be approved unless the City Council finds that sewer service is available to serve the project. b) All necessary public improvements have been provided or will be required as conditions of approval. c) The applicant has agreed and is required by the inclusion of an appropriate condition to pay a public facilities fee. Performance of that contract and payment of the fee will enable this body to find that public facilities will be available concurrent with need as required by the g"eneral plan. The requested use is necessary or desirable for the development of the community, is essentially in harmony with the various elements and objectives of the general plan, and is not detrimental to existing uses or to uses specifically permitted in the zone in which the proposed use is to be located. The site for the intended use is adequate in size and shape to accommodate the use. All of the yards, setbacks, walls, fences, landscaping, and other features necessary to adjust the requested use to existing or permitted future uses in the neighborhood will be provided and maintained. The street system serving the proposed use is adequate to properly handle all traffic generated by the proposed use. This project will not cause any significant environmental impacts and a Negative Declaration has been issued by the Land Use Planning Manager on June 18, 1984 and approved by the Planning Commission on July 11, 1984. PC RESO NO. 2323 -2- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 Conditions: 1) Approval is granted for CUP-239, as shown on Exhibits "A" - "G", dated August 8, 1984, incorporated by reference and on file in the Land Use Planning Office. Development shall occur substantially as shown unless otherwise noted in these conditions. 2) This project is approved upon the express condition that building permits will not be issued for development of the subject property unless the City Engineer determines that sewer facilities are available at the time of application for such sewer permits and will continue to be available until time of occupancy. 3 ) This project is approved upon the express condition that the applicant shall pay a public facilities fee as required by City_ Council Policy No. 17, dated April 2, 1982, on file with the Co ty Clerk and incorporated herein by reference, and according to the agreement executed by the applicant for payment of said fee, a copy of that agreement, dated October 25, 1983, is on file with the City Clerk and incorporated herein by reference. If said fee is not paid as promised, this application will not be consistent with the General Plan and approval for this project shall be void. 4) Approval of this request shall not excuse compliance with all sections of the Zoning Ordinance and all other applicable City ordinances in effect at time of building permit issuance. Land Use Planning Conditions; 5) 6) 7) 8) 9) The applicant shall prepare a reproducible mylar of the final site plan incorporating the conditions contained herein. Said site plan shall be submitted to and approved by the Land Use Planning' Manager prior to the issuance of building permits. The applicant shall prepare a detailed landscape and irriga- tion plan which shall be submitted to and approved by the Land Use Planning Manager prior to the issuance of building permits. All parking lot trees shall be a minimum of 15 gallons in size. All landscaped areas shall be maintained in a healthy and thriving condition, free from weeds, trash, and debris. Any signs proposed for this development shall be designed in conformance with the City's Sign Ordinance and shall require review and approval of the Land Use Planning Manager prior to installation of such signs. PC RESO NO. 2323 -3- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 10) Trash receptacle areas shall be enclosed by a six-foot high masonry wall with gates pursuant to City standards. Location' of said receptacles shall be approved by the Land Use Planning Manager. 11) All roof appurtenances, including air conditioners, shall be architecturally integrated and shielded from view and the sound buffered from adjacent properties and streets, pursuant to Building Department Policy No. 80-6, to the satisfaction of the Land Use Planning Manager and Building and Planning Director. 12) This conditional use permit is granted for a period of five years. This conditional use permit shall be reviewed by the Land Use Planning Manager on a yearly basis to determine if all conditions of this permit have been met and that the use does not have a significant detrimental impact on surround- ing properties or the public health and welfare. If the Land Use Planning Manager determines that the use has such significant adverse impacts, the manager shall recommend that the Planning Commission, after providing the permittee the opportunity to be heard, add additional conditions to mitigate the significant adverse impacts. This permit may be revokedf at any time after a public hearing, if it is found that the use has a significant detrimental affect on surrounding land uses and the public's health and welfare, or the conditions imposed herein have not been met. This permit may be extended for a reasonable period of time not to exceed five years upon written application of the permittee made not less than 90 days prior to the expiration date. In granting such extension, the Planning Commission shall find that no substantial adverse affect on surrounding land uses or the public's health and welfare will result because of the continuation of the permitted use. If a substantial adverse affect on surrounding land uses or the public's health and welfare is found, the extension shall be considered as an original application for a conditional use permit. There is no limit to the number of extensions the Planning Commission may grant. Engineering Conditions: 13) The developer shall obtain a grading permit prior to the commencement of any clearing or grading of the site. 14) /The grading for this project is defined as "controlled grad- .~7ing" by Section 11.06.170(a) of the Carlsbad Municipal Code. V Grading shall be performed under the observation of a civil engineer whose responsibility it shall be to coordinate site inspection and testing to insure compliance of the work with the approved grading plan, submit required reports to the Cit} Engineer and verify compliance with Chapter tt.06 of the Carlsbad Municipal Code. PC RESO NO. 2323 -4- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 15) No grading shall occur outside the limits of the subdivision unless a letter of permission is obtained from the owners of the affected properties. 16) Prior to the issuance of a grading permit, the haul route shall be submitted for review and approved by the City Engineer. A separate grading plan shall be submitted and approved and a separate grading permit issued for the borrow or disposal site if located within the city limits. 17} All slopes within this project shall be no steeper than 2:1. 1 8) The developer shall exercise special care during the construction phase of this project to prevent any off-site siltation. The developer shall provide erosion control measures and shall construct temporary desil tat ion/detent ion basins of type, size and location as approved by the City Engineer. The basins and erosion control measures shall be shown and specified on the grading plan and shall be constructed to the satisfaction of the City Engineer prior to the start of any other grading operations. Prior to the removal of any basins or facilities so constructed the area served shall be protected by additional drainage facilities, slope erosion control measures and other methods required or approved by the City Engineer. The developer shall maintain the temporary basins and erosion control measures for a period of time satisfactory to the City Engineer and shall guarantee their maintenance and satisfactory performance through cash deposit and bonding in amounts and types suitable to the City Engineer. 1 9 ) Additional drainage easements and drainage structures shall be provided or installed as may be required by the County Department of Sanitation and Flood Control or the City Engi- neer. 20) The developer shall pay the current local drainage area fee prior to approval of building permits or shall construct drain-age systems in conformance with the Master Drainage Plan and City of Carlsbad Standards as required by the City Engi- neer. 21) The owner of the subject property shall execute ajiolcj harmless agreement regarding drainage across the adjacent property prior to approval of building permits. 22) 23) All land and/or easements required to satisfy the conditions of approval for this project shall be granted to the City, free and clear of all liens and encumbrances and without cost to the City. Improvements including, but not limited to, the following shall be installed by the developer and approved by the City Engineer. The developer shall obtain approval of the plans from the City Engineer and pay all associated fees and performance guarantees prior to issuance of any Building PC RESO NO. 2323 -5- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 Permit. The developer shall install said improvements to the satisfaction of the City Engineer prior to the issuance of a Certificate of Occupancy or occupancy of any portion of the project for any purpose. To wit: a) Ponto Drive, including transition sections, to collector street standards for the full width along its frontage with the project as shown on Exhibit "G". The sidewalk and parkway may be omitted on the westerly side of Ponto Drive where it fronts on Carlsbad Boulevard. The portion of Ponto Drive laying to the north of the project shall be improved as shown on Exhibit "G" and as required herein. The developer shall offer to dedicate to the City sufficient right-of-way to construct Ponto Drive. b) The centerline of the temporary intersection with Carlsbad Boulevard, shall be no less than 1200 feet south of the centerline of Poinsettia Lane at the point where Poinsettia Lane will intersect Carlsbad Boulevard. c) The temporary intersection with Carlsbad Boulevard shall be so designed as to physically preclude left turns from westbound to southbound, and U-turns from northbound to southbound. d) For conditions 23a and 23b above, detailed engineering plans which include traffic signing and striping must be submitted to the City Engineer for his approval. e) The temporary frontage road which parallels Carlsbad Boulevard north of the cul-de-sac shall be posted "Emergency Vehicles" Only, Not For Public Use" in both directions. f) Sanitary sewer from the existing 27-inch diameter sanitary sewer that is east of and parallels the AT&SF Railroad to the intersection of the centerline of the existing 60-foot wide road easement and the southerly line of the project. The developer shall provide a 15- foot wide easement for the sewer. The developer shall obtain all required licenses, permits and/or approvals required by the AT&SF Railroad. g) Storr. Drain Facilities h) Street Trees i) Street Lights 24) The developer shall "comply with all the rules, regulations and design requirements of the respective sewer and water agencies regarding services to the project. 25) The design of all private streets and drainage systems shall be approved by the City Engineer prior to approval of building permits. The structural section of all private streets shall conform to City of Carlsbad Standards based on R-value tests. All private streets and drainage systems shall be inspected by the city, and the standard improvement plan check and inspection fees shall be paid prior to approval of the building permits. PC RESO NO. 2323 -6- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 26 27 28) 29) All private driveways shall be kept clear of parked vehicles at all times, and shall have posted "No Parking/Fire Lane Tow Away Zone" pursuant to Section 17.04.040, Carlsbad Municipal Code. Prior to issuance of building permits for any portion of this project the owner shall give written consent to the annexation of the project site into the existing City of Carlsbad Street Lighting and Landscaping District No. 1. The developer shall offer the entire ^60-foot wide public i access easement that lays to the south of the main projct site for dedication as a public street. The developer shall enter into a future improvement agreement to improve said easement to local street standards. All plans, specifications, and supporting documents for the improvements of this project shall be signed and sealed by the Engineer in responsible charge of the work. Each sheet shall be signed and sealed, except that bound documents may be signed and sealed on their first page. Additionally the first sheet of each set of plans shall have the following certificate: "DECLARATION OF RESPONSIBLE CHARGE" I hereby declare that I am the Engineer of Work for this project, that I have exercised responsible charge over the design of the project as defined in Section 6703 of the Business and Professions Code, and that the design is consistent with current standards. I understand that the check of project drawings and specifications by the City of Carlsbad is confined to a review only and does not relieve me, as Engineer of Work, of my responsibilities for project design. (Name, Address and Telephone of Engineering firm) Firm: Address: City, St.: Telephone: BY Date: (Name of Engineer) R.C.E. NO. f Fire Conditions: 30) Additional public and/or on site fire hydrants shall be re- quired if deemed necessary by the Fire Marshal. PC RESO NO. 2323 -7- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 31) The applicant shall submit two (2) copies of a site plan showing locations of existing and proposed fire hydrants and on site roads and drives subject to the approval of the Fire Marshal. 32) An all weather access road shall be maintained throughout construction. 33) All required fire hydrants, water mains and appurtenances shall be operational prior to combustible building materials being located on the project site. 34) Proposed security gate systems shall be provided with "Knox" key operated override switch, as specified by the Fire De- partment. 35) Fire .retardant roofs shall be required on all structures. 36) All fire alarm systems, fire hydrants, extinguishing systems, automatic sprinklers, and other systems pertinent to the project shall be submitted to the Fire Department for approval prior to construction. 37) Building exceeding 10,000 sq.ft. aggregate floor area shall be sprmklered or have four-hour fire walls with no openings therein which shall split the building into 10,000 sq.ft. (or less) areas. PASSED, APPROVED AND ADOPTED at a regular meeting of the Planning Commission of the City of Carlsbad, California, held on the 8th day of August, 1984, by the following vote, to wit: AYES: Chairman Rombotis, Commissioners McFadden , Rawlins, Schlehuber and Farrow. NOES: Commissioner Marcus. ABSENT: Commissioner Smith. ABSTAIN: None. /? 'WILLIS' RAWLINS,'Vice-chairman CARLSBAD PLANNING COMMISSION ATTEST: M1LHABL O. LAND USE PLANNING PC RESO NO. 2323 AGER -8- PUULCKEGK NUMBER T> ADDRESS OATE PUNNING:TYPE OF STRUCTURE /at^, &t^*S+ ^^^^>^f ZONE: ce LUa: to3=2 = t— UJ<-J OSLU *—« CE =3« o-O UJuce SCHOOL FEES: SAN DIEGUITO_ CARLSBAD _ % COVERAGE BUILDING HEIGHT, FENCES/WALLS TWO CAR GARAGE COMMENTS: O REDEVELOPMENT APPROVAL REQUIRED: LANDSCAPE PLAN COMMENTS: ENCINITAS SAN MARCOS REQUIRED SETBACKS, FRONT SIDE REAR Wfr* ENVIRONMENTAL REQUIRED: ADDITIONAL-COMMENTS: • CKLU3 ce *-* C3 UJ i— •ce =3cc crO UJ OK TO ISSUE:DATE:OK TO FINAL:DATE: ENGINEERING EGAL DESCRIPTION VERIFIED?A.P.N. PARK IN LIEU yw/ IMPROVEMENTS: ( /U/0 ^, ' E.O.U: SEWER: LU LATERAL: GRADING -%DRAINAGE- DRIVEWAY: ]etoA-»*£axi4-'' 2jEMENTS:"^^- ^^^4" ^ JRDDimHAiTcOWlENTS: 7?g^^f^^ kA (SX/m/>WCrv^^ x^-^^^^^r H ^^^^a^ouw/>^^<^^ P™*™ yt^^&t^y^l^r^f^- OK TO ISSUE:DATE: ENGINEERING INSPECTION REQUIRED: PUBLIC WORKS INSPECTOR: FINAL OK:DATE: IF THIS ITEM IS NOT "CHECKED, BUILDING DEPARTMENT WILL MAKE ALL INSPECTIONS (DRIVEWAYS, CURB CUT. DRAINAGE, ETC.) 1200 ELM AVENUE CARLSBAD, CA TELEPHONE (619) 438-5523 PRO.IFCT -D/- ARCHITECT OWNER klSPRINKLERED D TENANT IMP Citp of . FIRE-DEPARTMENT PLAN CHECK REPORT ADDRESS ADDRESS ADDRESS I/ A/TOTALSO FT PAGE 1 OF APPROVED N / DISAPPROVED PLAN CHECK* . PHONE _ PHONE STORIES s\ APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS: v PLANS, SPECIFICATIONS, AND PERMITS Provide one copy of floor plan(s), site plan, sheets Provide two site plans showing the location of all existing fire hydrants within 200 feet of the project Provide specifications for the following Permits are required for the installation of all fire protection systems{(£pnnklers), stand pipes,(dry chemical, halon, COa, alarms, hydrants) Plan must be approved by the fire depart men rpribTTo installation — The business owner shall complete a building information letter and return it to the fire department FIRE PROTECTION SYSTEMS AND EQUIPMENT The following fire protection systems are required IS Automatic fire sprinklers (Design Criteria _ D Dry Chemical, Halon, CO2 (Location D Stand Pipes (Type- D Fire Alarm (Type/Location _j Fire Extinguisher Requirements J3 One 2A rated ABC extinguisher for each extinguisher not to exceed 75 feet of travel D An extinguisher with a minimum rating of sq ft or portion thereof with a travel distance to the nearest to be located A / f,rttf&J D Other 8 Additional fire hydrant(s) shall be provided CJA EXITS . 9 Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort .10 A sign stating, " This door to remain unlocked during business hours" shall be placed above the mam exit and doors .11 EXIT signs (6" x %" letters) shall be placed over all required exists and directional signs located as necessary to clearly indicate the location of exit doors GENERAL .12 Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall comply with Uniform Fire Code .13 Buildmg(s) not approved for high piled combustible stock Storage in closely packed piles shall not exceed 15 feet in height, 12 feet on pallets or in racks and 6 feet for tires, plastics and some flammable liquids If high stock pil- ing is to be done, comply with Uniform Fire Code, Article 81 * .14 Additional Requirements * .15 Comply withjegulations on attached sheet(s) *7 .Plan Examiner.Date-3z* Report mailed to architect Met with .Attach to Plans CARLSBAD FIRE DEPARTMENT PAGE 2 OF "2~-" PLAN CHECK REPORT PROJECT _ *Jpy?/*./&(L /\ii/t£^A PLAN CHECK - X 1**- Drapes and other decorative materials shall be flame retardant. Certification thereof shall be provided. Exits, exit lights, fire alarm stations, hose cabinets and extinguisher locations shall not be concealed by decorative material. _y 15. Interior finishsha][1, conforjn with Titie 7-Y'Californla Administrative Code regulations. ^Jf^ VlvV1- (-fV^a^c— 2, K 16. Fireplaces and other appliances employing open flames shall have metallic guards. 17- Loose chairs exceeding 299 shall be bonded together in groups of 3 or more. _ 18. Storage and janitor closets shall be of one-hour construction with all openings \ protected with 3A hour self closing and latching assemblies. , 19' An approved fire alarm or two-way communication system shall be provided per Title 2*i, California Administrative Code. y 20. An occupant capacity sign, with minimum one inch letters and numbers, shall be posted near main exit ( /S square feet per person). _ !A 21. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. J 22. A "THIS DOOR MUST REMAIN UNLOCKED WHENEVER THE PUBLIC IS PRESENT" sign, with •^ minimum one inch letters, shall be provided adjacent to main exit door . . 23. "EXIT" signs shall be in block letters minimum 6 inches high. Luminance on face of sign shall be 50 lux. . 2*», "EXIT" signs shall be electrically illuminated and energized from separate circuits. Show on electrical plan(s). 25. One of the above circuits shall be part of the emergency lighting system. 26. An "EXIT" sign shall be posted over exit door and directional signs located Show locations on floor plan(s). _27. Approved panic hardware shall be provided on exit doors Show on door schedule. _28. Corridor __shall be of one-hour construction with door open- ings protected with 20 minute self closing and latching assemblies. _29* An additional exit door shall be provided in per Uniform Building Code, Chapter 33. 30.\ Plan Examiner ' Date