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HomeMy WebLinkAbout2775 CARLSBAD BLVD; ; 85-53; PermitDECLARATIONSLENDERWORKER'S COMPENSATION OWNER/BUILDER CONTRACTORD D o 5 o »S3=: 3 White — Inspector Green — (1) Finance (2) Data Process, Yellow — Assessor Pink — Applicant Gold — Temporary File Cfiy-of Carlsbad 1200 ELM, CARLSBAD, CA 92008 • TEL. (619) 438-5525 MISCELLANEOUS RECEIPT Address &$?S'£^&L$&& £L*&. Owner ^*" _/> jf ,,-5r- Mt<:#4e=z-s Mailing Address 2, ? , < ( f V? »'f fi tll'J f.Uitft City Zip Tel. •:r-fu< n /-*#» Qi '••> ^ Oz/>- vzt 4 Contractor ;/J/1*v ^ P>£rv C^t-^T CC . r^^ Address/^^ /^/ trtht* PI • City „. . Zip Te|; f^C- O). 6fL0?.t> <WT~CtT)/ State Lie. City S. Classif. /-^/ /(^O *1 / ^ Lie. No. COMPLETE FOR PLAN CHECK ONLY LEGAL DESCRIPTION ASSESSORS PARCEL NO »S?~&'3> ~"" /V> 5 — ^^ DESCRIPTION OF WORK PLAN ID NO. f/O" "^"'O ^D DESIGNER ADDRESS PHONE CONTACT PERSON V MISCELLANEOUS FEE RECEIPT PI • PLAN CHECK FEE 01-00-00-8806 D VALUATION n DEMOLITION [~! HOUSE MOVING Fl PARKS AND RFCRFATION FFF PI PIIRI 1C FAr.ll (TIPS FFF M Harlshad j~1 CERTIFICATE OF OCCUPANCY jg- TuTvtfjr 3r/*j/3e<3/t&i£$j ~r 'a Ate&F-sr&xJ r n xkic.^ .ST &93I n n n n n n n a . TOTAL FEE A //^} -^ / f I — C -,-—*- •/$^M ^S '-• ' "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 City of Carlsbad "^ 1200 ELM, CARLSBAD, CA 92008 • TEL. (619) 438-5525 MISCELLANEOUS RECEIPT '*7 75* C * /.-'*. s Owner Address State S. Clas Lie. / i <£ 7 / jf >rf i ssif. ' r /*-> I City Lie. No. COMPLETE FOR PLAN CHECK ONLY LEGALDESCRIPT10N C ASSESSORS PARCEL NO."" *" ^ *" DESCRIPTION OF WORK .Date ,/» J MISCELLANEOUS FEE RECEIPT n n D n n n a n n D D- ' PLAN CHECK FEE VALUATION DEMOLITION 01-00-00-8806 HOUSE MOVING PARKS AND RECREATION FEE_j^_ PUBLIC FACILITIES FEE SCHOOL FEE-DISTRICT. Carlsbad __ _ Encinitas „ . San Diego. San Marcos. CERTIFICATE OF OCCUPANCY. D- D- D. D. Q. a n. n. n. 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 —. Si- JV—-... ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 2O8 SAN DIEGO. CA 92123 (619) 56O-1468 DATE: JURISDICTION: <c APfLicANT PLAN CHECK NO: PLAN CHECKER D FILE COPY D UPS D DESIGNER PROJECT ADDRESS: I 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 staf f .C**> i~}S>T*j'St*T* 6iSi^>^ . The plans transmitted herewith have major deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 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. The applicants copy of the check list is enclosed for the jurisdiction to return to *the applicant contact person. The applicant's copy of the check list has been sent -to: 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 * TO Form 3158* APPLICANT COPY c jifcaip PLAN CHECKER COPY Op of JURISDICTION:. PROJECT TOi DATE PLAN CORRECTION SHEET Plan Ch«ck Ho. plans raeeived by Jurisdiction """ plans rvcaivod by plan ehach«r/^W- Oato initial .plan ch«ck co»pl«ttd'^3s' FOREWORD: PLEASE READ Plao check is limittd to technical requirements contained in the Uniform Building Code, Uniforn Pluabin? Code. Uniforn 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 Department, Engineering Department or other departments. The items circled below need clarification, modification or change. All circled items have tc be satisfied before the plans will be in confomance with the cited code* and regulations. Per Sec. 303 (cl, 1-979 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. PLAKS X Please make all corrections on the original tracings and submit two new seta of prints* and any original plan sets that may have been returned to you by the jurisdiction, toi To facilitate rechecking, please identify,- next to each circled 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. ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 2O3 SAN DIEGO. CA 92123 (6 19) 560-1468 DATE; JURISDICTION: PLAN CHECK N0 PROJECT ADDRESS: D PLAN CHECKER D FILE COPY D UPS D DESIGNER II 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. PI | ] The plans transmitted herewith have major deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 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. The applicants copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent -to: II Esgil staff did not advise the applicant contact person that plan check has been completed. I I Esgil staff did advise applicant that the plan check has been completed. Person contacted:^#£^gz? Date contacted:Telephone # REMARKS: ESCilL CORPORATION Form 3158A Citp of Carlsbab CARLSB^.^L.FORN^ 92008 D APPLICANT COPY D CITY COPY D PLAN CHECKER COPY COMMERCIAL PLAN CORRECTION SHEET A. B. C. D. E. F. G. H. I. 3. Plan Check Number Site Address Owner ST~, - 5~3 -.Z" Building Code Applicable Occupant Load 70?£L ^3^ Occupancy 1979 U.B.C. /£ Stories * & Use Type of Construction V-// Allowable Floor Area Sprinklers: Actual Yes Basis for Area Increase Remarks Date Plans Submitted &&*/• Date Initial Plan Check Complete Applicant Contact FOREWORD: PLEASE READ Date Plans to Plan Checker By Tel. 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 Jaws 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 will be in 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 20S, San Diego, CA 92123, telephone $519) 560-1468. 8/19/82 // / x- CEMCTJq Provide the site address and a vicinity sketch on the Title Sheet. Provide the names, 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 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 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 fol- lowing code information for each building proposed: / / /• Occupancy Group • Description of Use Type of Construction Sprinklers: Yes or No Stories Height Floor Area Justification to exceed allowable area in Table 5-C Justification to exceed allowable height or stories in Table 5-0 SITE PLAN Provide a fully dimensioned sit* plan drawn to scale. Show: North arrow, property lines, *asem«nts, streets, existing and proposed buildings and structures, location of yards used for allowable increase of building area and dimensioned setbacks. Provide a statement on the site plan . stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site 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. Show and dimension on the site plan all 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 handicap access spaces. Show the location of any designated flood plains, open space easements, or other development restricted areas on the site plan. V- LOCATION ON PROPERTY X- X X When two or more buildings ara 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 504 (c). An exception is provided if the combined area of the buildings is within the limits specified in Section SOS Cor a single building. If this exception is used, show how the building(s) will comply with Section SOS. Buildings over one story and containing courts shall have an assumed property line Cor the purpose of determining required wall and opening protection of court walls, per Section S04(c). See possible exception. Please show how the court walls will be made to comply with Section 504(c). feetThe exterior walls less than to a property line or an assumed property line, shall be fire- rated construction. Section 03(a) Exterior walls shall have a 30 inch parapet when less than Ceet 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 feet to a property line or an assumed property line. Section 03tb) The exterior walls shall have no openings when closer than Ceet to a property line or an assumed property line. Openings include windows, doors, scuppers, vents, etc. Section 03tb) 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. y. 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 S04(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 comply 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 330SU) 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 Ceet wide or have walls of one-hour construction Cor 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 Cor the type of construction, whichever is greater. Table 17-A Cootnote 1, and Section 1702 Openings Cor 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 BUILDING AREA, HEIGHT AND STORIES TYPE OP CONSTRUCTION/ALLOWABLE AREA ANALYSIS Building Designation Type Construction Shown Number of Stories and Height Basic Allowable Area Increases For Multi-Stories For Yards Feet On Sides For Sprinklers Total Allowable Area Actual Area Total Area Separation Halls Over Area Over Height Over Stories Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes Ho Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes Ho Yes No Yes No Yes No / / BUILDING AREA Provide on the Title Sheet of the plans th« code justification for exceeding the basic allowable area in Table S-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 la) is/are over area Cor 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 S-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 mezzanine 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 basement does not qualify as a story nor exceed the area permitted for a one story building. AREA SEPARATION WALLS Area separation walls nay 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-P.R., Ill and IV buildings; and two-hour in Type II-one- hour. Type ll-N and Type v buildings. Section 505(e)l 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{«) Openings in area separation walls . are limited to 25 percent of the length of the wall in each story. Section 505(e) If area separation walls dp 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 side 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 505{e)2 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 5 feet on each side of th«j 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 S feet of the area separation wall. Section 505(3) No openings in the roof are permitted within S feet of a two-hour area separation wall if parapets are not provided. Section 505(e)3 Area separation waits, which separate portions of buildings having different heights, may terminate 30 inches above the lower roof level, provided the exterior wall for a height of 10 feet above the lower roof is of one-hour fire-resistive construc- tion with openings protected by three- fourths-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. No openings in the lower roof are permitted within 10 feet oC the area separation wall if parapets are not provided. Section 305(e)5 , 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 'X', per Gypsum Fire Resistance Design Manual, Item FC 5406} See the attached article, "Area Separation Halls Revisited", and incorporate appropriate data and. details on your plans. provide complete details of the area separation walUs) 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/STORIES 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 the 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. X- / '8. /*• X- One additional story Would be permitted beyond that shown in Table 5-0 if the building is sprinXlered throughout and the sprinkler system is not other- wise required by Section 506 (area) or Section 508 (substitute for one-hour). Section 507 Towers, spires and steeples shall comply with Section 507, exception 1. FIRE-jlESISTIVE CONSTRUCTION Where one-hour fire-resistive 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 fire-resistive require- ments for: occupancy separations, exterior walls 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 roof/ceiling assemblies, floor/ceiling assemblies, wall assemblies, post and beam assemblies, etc. 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 ZCBO 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-fftbricated fireplace flues within individual fire-resistive shafts and specify fire-stopping around fireplace box opening. Section 4304(e) X- I / Clearly identify location and hourly fire-resistive rating of vertical •hafts 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 fe«t above the ground for impact • protection. Structural members such as beams supporting more than one floor or roof must be individually fire protected. (Section 4303tb)6) Detail required protection. Clearly specify minimum thickness of walls and slabs to provide - hour fire-resistive rating p«r Table 43-B and C. Clearly specify •minimum cover for bonded reinforcing at fire-rated floors, 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 4304(e). Detail all furred ceilings as required in Section 4203. Show fire-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> IHTERIOB WALk AND CEILING FINISH Foam plastics shall not b* used as ' interior finish except as provided in section 1712. When walls and ceiling are required to be fire-resistive or non-combustible, the finish material shall be applied directly against the fire-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 sprinklered on both sides or attached to non-combustible 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, "Hall 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 503(dJ, 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) / Provide -hour fire-resistive door assemblies in the -hour occupancy separation. Section S03(c) The required three-hour rated occupancy separation between 8-2 and B-l occupancies may be reduced to a two-hour rating when the B-l is limited to the storage of 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 basement 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 building for the purpose of area limitation, lim- itation of number of stories and type of construction ONLY if the following conditions are met: a. B-l is Type Z construction b. B-l/B-2 is separated by a three-hour occupancy separation C. 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 1803(b) 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 fire-resistive construction, and openings therein shall be protected by a one and one- half-hour assembly. Section S03(c), Tables 43-A, B, C.and Chapter 43 / IfiTO. Structural members supporting an occupancy separation must'have the same fire-resistive rating as the separation. Table 5-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 50J(d), Tables 43-A, B, C and Chapter 43 A two-hour fire-resistive separation •hall 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- Af 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 4304(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 4306(j) Usable space under the first story, when constructed of netal or wood, shall be separated from the non-ujable space, and the story above, as required for one-hour fire-resistive construction and the door to the usable space shall be self-closing, of 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 Fite-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-half 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 3303(a) 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 exits from the exit court shall comply with Section 3311 requirements for width, number, and protection of walls and openings. Basements require two exits. 3303U) Section Total width of exits in feet shall be not less than total occupant load served divided by SO. Tributary occupant load from basements andstories 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 ISO.feet (200 if sprinklered)from an exterior exit, horizontal exit, enclosed stairway or exit passageway, measured along the path of travel. This may be increased 100 feet if last 150 feet is in a corridor. Section 3303(d){See exceptions) 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 330-4 (b) Exit doors should swing in the directionof egress when serving occupant load of SO or more. Section 3303(d) See doo r s . 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 242-3303(c).J 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 y, 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, doea not reduce the clear area of the landing, in the direction of travel, to less than one-half the required width of the stair- way. Section 3306tg) Minimum exit court width is 44 inches. Section 3311(b) Chang* 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 331 Kb) Halls of exit passageways shall be without openings except exits and Shall have walls, floors and ceilings of 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. Minimum size landings and landing clearances must be provided. Section 3307 y* yt. yf. 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 3301(bl Seventy eight inch minimum headroom clearance tor stairways should be indicated on the plans. Section 33C6(p). Note that this is from .a plane tangent to the stairway tread nosings. Stairway handrails should1 not pro- ject more than 3-1/2 inches into the required width. Trim may not project more than X-l/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. 2x6 16" O.C. nailers. Section 3306(m)tn) 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 3306ih) & 3309(e) Vertical distances between stairway landings are limited to 12 fe«t. Section 330S(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) OKI Q^ "DO)!2. SlotrUO A 4*4 PrT Winding and spiral stairways ar« permitted only in residential occupancies. Section 3306(d) Stairways should be enclosed as specified in Section 3309: a. Two-hour fire-resistive walls are required in buildings of Type I •nd II-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-half-hours or one-hour fire assemblies. d. Exit enclosures should include a corridor on the ground floor extending to th« 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 smoke-proof enclosures. Section 3310(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) Handrails are required on each side of stairways. Stairways required to be more than 88 inches wide shall have intermediate handrails. Stairways not over 44 inches wide may have ona 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 nosing of 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 3306(j) Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the required stairway width. Section 3306(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, nerving 10 or more occupants must be a minimum 44 inches wide and 7 feet high to the lowest projection. Section 3305(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 330S(f) Corridors serving 30 or wore occupants •hall 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. y- b.Exterior sides of exterior exit balconies. Section 330S(g> One-hour fire-rated corridors shall have door openings protected by tight-fitting smoke and draft control assemblies rated 20 ainutes, 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 430ti(b), doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides and top. Section 3305(M Total area of all openings, except doors, in any portion of an interior corridor, shall not exceed 25 percent of the area at 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 3305(h) 48/ 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 330S(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 330S(g) See attached details for approved •ethod* of providing one-hour corridor construction. When two exits are required, dead end corridors and exit balconies are limited to 20 feet. Section 3305(«) Exterior exit balconies cannot be located in areas where protected openings are required. Section 3305(1} EXIT SIGNS Exit signs are required for exits serving an occupant load exceeding 50. Snow 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 Cor 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, 500 in A-2/2.1, 150 in churches, 100 in I's, 500 in B-2 occupancies). Section 3313(b)Z The exit sign locations as shown are not adequate. ELEVATORS Provide notes and details to show the elevator will comply with Sections 5101 through 5105. GLASS AND GLAZING Specify on the window schedule the glass type and thickness to show compliance with Table 54-A and B. 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 lesa 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. A ROOF A fire-retardant roof covering is required. See exceptions under Section 3202(b) Specify roof pitch. Roof pitch is not adequate for roof covering specified. Specify minimum pitch of ___. 8,. Specify roof material and application. Specify ICBO, UL or other recognized listing approval number for roof mater- ials not covered in USC. Specify roof slope for drainage or design to support accumulated water. Section 3207(a) Show roof drains and overflows. Size drains per Appendix o of UPC. Section 3207U) 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 to limit area to 3,000 sq. ft. or 60 LP (9,000 sq.ft. and 100 Lf, it sprinklered). Section 2516(f) 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 attic) attic access opening. Section 3205(cJ HRE EXTINGUISHING Fire sprinklers are required on any story or basement when the floor area exceeds 1>SOO sq.ft. and there is not provided at least 20 sq.ft. of opening entirely above the adjoining ground in each 50 lineal feet or fraction thereof of exterior wall on at least one side, or when openings are provided on only one side and the opposite side is more than 75 feet away. Section J8Q2(b) Fire 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(b) 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 provide fire sprinklers^ Section 506, 507, 509 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 24 HANDICAPPED ACCESS AMP ENERGY CONSERVATION Provide notes and. details on the plans to show compliance with the enclosoed Handicapped Access and Energy Conser- vation check lists. (&5)\ft-LCouyvnofO Ufl OJL) J4v=h\JQ |£O Orvj 190. 191. FOUNDATION 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. 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) The foundation plan does not comply with the following soil report recommendation(s) for this project: , 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 in 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 2S16(cJ7 Note on plans that surface water will drain away from building and show drain- age pattern and key elevations. Section 290SU) 199. Dimension foundation* per Table 29-A. NUMIKO*KOOMMTMMTTO•TtMt FOUMQTO* «"•«.UMMTXMIMB 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 306U) . ,. 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(02 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 ISO 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. 2S-12. Section 2516(c)l tS S i ' Li K^LS" "to L.L. . OPTL.U Cit? of Cartebab TITLE 24-ENERGY REGULATIONS INFO SHEET HQ_N-_RE_S_I PENTIAL The following is the minimum information for each applicable division of the energy regulations for ordinary non-residential energy plan checks: Provide the following statement on the plans, signed by a licensed or registered architect, engineer, building designer, or contractor responsible for the preparation of the plans for each applicable division: "Division(s) of the California Energy Conservation Standards for Nonresidential Buildings have been reviewed and the building design described on this page (these pages) is in substantial conformance." Signature License I Date Note on the plans: "Prior to requesting final inspection, one copy of the Certificate of Compliance shall be executed and filed with the Building Department" (see attached) II. Division 4 - Building Envelope A. Two sets of architectural and structural plans showing: III 1. 2. Size,type and location of all walls, roofs, floors, windows, skylights and doors that are a part of the building envelope. Typical X-sections of the walls, roofsand floors that illustrate the type of materials used. Location and type of insulation. The following note pertaining to air leakage: T20-1495. Air Leakage Requirements. For openable exterior windows (required steel fire-rated windows are exempt), the air infiltration and exfiltration rate shall not exceed O.S cfm linear foot of crack. All windows shall be certified and labeled and shall comply with ANSI A134.1-1972 or NWMA IS-2. Fixed windows constructed on site shall b« sealed to limit air infiltration. For exterior sliding glass doors, the air infiltration and exfiltration rate shall not exceed 0.75 cfm per linear foot of crack. All sliding glass doors shall be certified and labled as complying with ANSI A134.2- 1972 or NWMA IS-3. For openable exterior doors (required steel fire-rated doors are exempt from these requirements), air infiltration shall be limited by following these construction requirements: (1) 'Door heads, sills and jambs shall have seals, astragals or baffles. (2) Doors mounted on either the inside •or outside of an exterior wall shall have a minimum one-inch 'lap at each jamb. (3) A continuous mounting 'angle, sealed, gasketed or -weatherstripped shall be used with doors requiring'vertical tracts or guides (e.g. rolling industrial doors). (4) A continuous seal or baffle shall be installed at each door jambfor doors mounted between jambs. (5) Meeting rails of sectional doors and meeting stiles or rails of bi-parting doors shall be provided with a seal, astragal or baffle. (6) A weather-tight astragal or closure shall be installed between double doors . (7) Weatherstripping shall be provided on swinging and revolving doors. All open joints in the building exterior I around conditioned spaces shall be *fr sealed, caulked, gasketed, or weather- JtL stripped to limit air leakage. OO Two sets of compliance forms 1,2, and 3. Division 5 t 6 - HVAC System A. Two sets of mechanical plans showingi 1. Duct layout. 2. Location, manufacturer, model number and capacity of the HVAC system components as well as thermostat locations. 3. For each HVAC, indicate on the plans its EER, COP, and/or combustion efficiency. 4. Specify economizers using up to 100% outdoor air when the cooling fan system is serving zones or aggregate of zones having greater than 134,000 btu/hr cooling capacity or more than 5,000 cfm. (dual-duct and multizone systems are exempted. The following notes: T20-1503. Temperature Control. (1) All equipment shall be started or stopped from a time clock. A 6-hour by-pass switch shall allow operation of any AC unit from normal scheduled hours. (2) All thermostats shall be of the automatic changeover type to sequence heating or cooling. Set point range shall be up to 10*F between full heating and cooling. Adjustable temperature differential shall be 1 1/2" F. (3) All thermostat control limits shall be from 55*F to 85*F. (4) Control shall have the capability of terminating all heating at a temperature no more than 70*F and of terminating all cooling at a temperature not less than 78'F. B. C. (5) At least one automatic space temperature control device shall be provided for: (a) each zone (not more than one floor of building shall be included in a zone), and (b) each separate HVAC system. T20-1505. Mechanical and Gravity Ventilation. Each mechanical or gravity system or unit (supply and/or exhaust) shall be equipped with a means of providing air volume reduction and/or shut-off when ventilation is not required. On mechanical ventilation systems, automatic dampers interlocked andclosed on fan shutdown shall be provided. On gravity ventilating systems, either automatic or readily accessible manually operated dampers in all openings to the outside other than combustion air openings shall be provided. T20-150Q. Minimum Requirements ofInsulation of Duct and Plenum (Supply and Return). On Roof or Exterior of Building: Use 1 1/2" of 1.5 Ib. density mineral fiber duct liner or 3" of 0.6 Ib. density mineral fiber blanket-with approved vapor barrier. (C-0.16) All Other Locations Put_3_i_de of the Conditioned Space^ Use 1/2" of 1.5 Ib. density mineral fiber duct liner or 1" of 0.6 Ib. density mineral fiber blanket. T20-1509. Duct Construction. All duct work shall be constructed, erected, and tested in accordance with the most restrictive of local regulations, _ procedures detailed in the ASHRAE Handbook of Fundamentals or the applicable standards adopted by the Sheet Metal and Air Conditioning Contractors National Association. T20-1517. Maintenance. Equipment which requires preventive maintenance for efficient operation shall be furnished with complete necessary maintenance information. Required routing maintenance actions shallbe clearly stated and incorporated on an accessible label, which may be limited to identifying, by title and/or publication number, the operationand maintenance manual for that particular model and type of product. At least one copy of this informationshall be furnished by the manufacturer for the original owner upon request. Two sets of compliance forms 4 and 6. Life Cycle Cost 1, If an electric space heating system is used and it is not: (a) supplementing a heating and/or cooling system by which at least 60% of the annual energy requirement is supplied by a device using a nondependable source of energy, or (b) supplementing a heat pump system, or (c} less than 10* of the capacity of the total heating system, a cost comparions will have to be performed. 2. Two sets of compliance form 6. Tnst PressurefPSIG) 20-45 45-80 20-80 20-80 Max. FlowRatetGPM) 2.75 3.00 2.75 2.75 Civilian 7 - Service Water Heating A. Show location, typ«. manufacturer, model number, and capacity of water heater. B. Specify any required tank insulation. Show the following notes: T20-1521. All service hot water pipe runs- greater than 12 feet shall be insulated according to the requirements set forth in Section T20-1507, Table 5-1 of tho Nonresidcntial Energy Regulations. PIPE DIA. 1" or less: 0.75"R-4,0(minJ/" 1.25 - 6.0".1.0" -T20-1523. Pump Operation. 'Circulating hot water systems shall be arranged so that the circulating pump(s) can be automatically turned off when the hot water system is not in operation. T20-1525. Showerheads and Faucets. The maximum flow rate of all new showerheads lavatory faucets, and sink faucets shall be certified not to exceed the values shown. Sho'ter heads Lav.Faucets Sink Faucets D. The water heater must be certified by the Energy Commission or be on the Energy Commission's approved list. VJ Division 9 - Lighting Jx A- T**0 sets of lighting plans showing: f l. Each room labeled with its intended use and numbered so each can be referenced to form S. 2. Location and type of all light fixtures. 3. A schedule that will identify each type of light fixture, the numberand type of bulbs in each fixture, and the total input wattage for each fixture (including ballast losses where applicable). 4. The following notes: T20-1541. Each area enclosed by ceiling-height partitions shall have independent control of the lighting within the area. T20-1542. For all areas larger than 100 square feet, and for which maximum connected lighting load of more than 1.0 watt per square foot is allowed by Table 9-1, the connected lighting load shall be so controlled that it may be reduced by at least one-half in a uniform pattern. B.Two sets of compliance form 5. VI. A complete set of energy plans will demon- strate the compliance of a project to all of the requirements of the energy regulations. The above list only covers the minimum requirements; some requirements have not been included. To insure compliance, the energy regulations should be reviewed for each individual project. TITLE 24: DISABLED ACCESS REGULATIONS I NON-RESIDENTIAL CHECK LIST| AT EACH CIRCLED ITEM, NOTE THE PLAN SHEET THAT SHOWS THE CORRECTION. A. WALKS AND SIDEWALKS (SF.C. 2-3323) 1. Walk* and lidewallu shall have a continuous com- mon surface, not interrupted by steps or by abrupt changes in level exceeding Y> inch, and shall be a minimum of 48 inches in width. 2. Surfaces with a slope of less than 6 percent gradient ihall be at least as slip-resistant as that described u a medium salted finish. 3. Surfaces with a slope of 6 percent gradient or greater shall be slip-re si slant. 4. Surface crosi slopes shall not exceed % inch per foot. 5. Walks, sidewalks and pedestrian ways shall be free of gratings whenever possible. For gratings located in the surface of any of these areas, grid openings in gratings shall be limited 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 Ramps. 7. Abrupt changes in level along any accessible route shall not exceed Yi inch. When changes In level do • occur, they shall be beveled with a slope no greater than 1:2 except that level changes not exceeding M inch may be vertical. When changes in levels greater than Yt inch are necessary they shall comply • with the requirements for curb ramps. 8. Walks shall be provided with a level area not leu than 60 inches by 60 inches at a door or gate that swings toward the walk, and not less than 48 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 areas at least 5 feet in length at intervals of at least every 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 driveway, exceeding 4 inches in a vertical dimen- sion, such as at planters or fountains located in or adjacent to walks, sidewalks, or other pedestrian ways, shall be identified by curbs projecting at least 6 inches in height above the walk or sidewalk surface to warn 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 or sidewalk; the walk is 5 percent or less gradient orno 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. C, PARKING (SEC. 2-7102) 1. The following table establishes the number of handi- capped parking spaces required: Total Number of Number of Handicapped Parking Parking Spaces Spaces Required 1 - 40 1 41- 80 2 81-120 3121-160 4161-300 5301-400 6401-500 7 over 500 I for each 200 additional spaces provided When less than b parking spaces are provided, one shall be 14 feet wide and lined to provide a 9 foot parking area and a 5 foot loading and unloading area. 2. Physically handicapped parking spaces shall be lo- cated as near as practical to a primary entrance. If only one space is provided, it shall be 14 feet wideand lined to provide a 9 fool parking area and a 5 foot loading and unloading area. When more than one space is prosidcd 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 min- imum length of each puking space shall be 18 feet. 3. In each parking area, a bumper or curb shall be pro- vided and located to prevent encroachment of can over the required width of walkwvyi. Also, the space shall be so located that a handicapped person is not compelled (o wheel or walk behind parked can 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 aj needed. Ramps shall not encroach into any parking space. EXCEPHONS: 1. Ramps located at the front of physically handicapped parking spaces 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 itructurcs shall have a minimum vertical clearance of 8 feet 2 inches where required for accessibility to handicapped parking spaces. 6. Handicap parking identification signs shall be provided as required by Section 2-7102(e) in the fallowing locations: •. On th« pavement within each required park- ing space b. At the entrance to the parting facility. * D. SANITARY FACILITIES (SEC. 2-1711) 1. Where separate facilities arc provided for non-handi- capped persons of each sex, separate facilities shall be provided for handicapped persons of each sex also. Where unisex facilities arc provided for non- handicapped persons, such unisex fadlitiei shall be provided for the handicapped. 2. Where sanitary facilities are located on accessible floors of a building, they shall be made accessible to the physically handicapped. 3. Passageways leading to sanitary fadlitiei shall have a clear access width as specified in Chapter 33. All • doorways leading to such sanitary fadlitiei shall have: a) A clear unobstructed opening width of 32 inches. b) A level and clear area for a minimum depth of 60 tnchct in the direction of the door swing at measured at right angles to the plane of the door in its closed position, and 44 inches where '.he door swings away from the level and clear area. 4. Multiple accommodation toikt facilities shall have the following: a) A clear space measured from the floor to a height of 27 inches above the floor, within the sanitary facility room, of sufficient size to inicribe a drcle with a diameter not less than 60 inches, or a clear space 56 inches by 63 inchei 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 (fadng the water closet). A 60 inch minimum length clear space shall be provided in a compartment with the door located at the side. Crab ban shall not project more than 3 inches into the clear spaces ai 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 in closed position. Except for door opening width* and door swings, a clear unobstructed access not less than 44 inchei shall be provided to water closet com par (menu designed for use by the handicapped and the space immediately in front 11/84 of a water dosct compartment shall be not leu * ' that 48 inchci as measured at right angles to com- partment door in its doted position. 5. Single leeoMMdation toilet racilitlea shall hav* tha following! There ahell be sufficient apse* in the toilet roon for • vheelchair meas- uring 30 inches *ida by 48 inchea long to enter the roon and permit tha door to cloae. The •ater closet shall be located in a space which provide* a 23 inch nide clear spaca fro* a Fix- ture or a JI inch vide clear spaca fron a wall at one aide of the water cloaet and 48 inch** of clear apaca in front of the vater cloaet* 6. In an existing building a single accommodation toilet facility may have the water closet fixture located in a compartment which provides a clear space of not lets than 36 inches wide by 48 inches long in front of the water closet. 7. Grab bars located on each aide, or one side of theback of the physically handicapped toilet stall or compartment shall be securely attached 33 inchci above and parallel to the Door. Grab bars at the side shall be at least 42 inchci long with the front end positioned 24 inches in front of the water closet stool and grab bars at the back shall be not less than 36 inches long. The diameter or width of the gripping surfaces of a grab bar shall be 1% inch to 1ft inch or the shapeshall 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 1 Vt inches. 8. A dear floor space 30 inches by 48 inches shall be provided in front of a lavatory to allow a forward approach. Such clear floor space shall adjoin or overlap an acccsiblc 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. Wtert facilities for bathing ars provided Tor tha public, clients or employees, including •hovers, bathtubs or lockers, at least ona such facility shall comply *ith the handi- cap access standards in Section 2-1711(j). 11. 1/4 inch thick identification symbols shall ba provided on doors to sanitary facilities. A 12 inch triangle for men and 12 inch dia- meter circle for women ia 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 indies measured to the top of the toilet seat. Flush controls shall be operable by an oscillating handle with a maximum operating force of 3 Ib or by a remote low 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 urinals are provided at least one elongated rim at a maximum of 17 inches above the floor is required. 2. Flush controls shall be hand operated, and shall be mounted no more than 44 inches above the floor. C. LAVATORIES (SEC. P-l 504) 1. Lavatories shall be mounted with a clearance of at least 29 inches from the floor to the bottom of the apron with knee dcarance under the front tip ex- tending a minimum of 30 inches in width with 8 inches minimum depth at the top. Toe dcarancc 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 shall be no sharp or abrasive surfaces under lavatories. 3. Faucet controls and operating mechanisms shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. The force required to activate controls shall be no greater than 5 Ib. Lever-operated. pin h-type ind electronically controlled mechanisms are examples of acceptable designs. Self-doling valves are allowed if the faucet remains open for at leait 10 seconds. H. DRINKING FOUNTAINS {SEC. M 507) 1. The drinking fountain shall be a minimum of 18 indies in depth and there shall be clear and unob- structed tpaccs under the drinking fountain not lets than 27 inches in height and [8 inches in depth, the depth measurementi being taken from the front edge of the fountain. A side approach drinking fountain is not acceptable. 2. The bubbler shall be activated by a control which is easily operated by a handicapped penon such as a hand-operated lever type control located within 6 inches 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. 3. Where water fountains are provided, they shall be located completely within alcoves, or otherwise positioned so as not to encroach into pedestrian ways. I. DOORS fc HARDWARE (SEC 2-3301, 3303, 3306) 1. All primary entrances to buildings shall be nude accessible to the handicapped. Hand activated door opening hardware shall be centered between 30 inches and 44 inches above the floor. Latching and lacking 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 in 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 exterior side of unit door, large bow keys (2 inch) full bow or 114 inch (half bow) shall be provided in lieu of lever type hardware on the corridor side. Separate dead lock activation on room side of corridor doors in hotels or motels shall have lever handle or laige thumb turn in an easily reached location. S. Width and Heights. 1. Every required exit doorway shall be of a size as to permit the installation of a door not less than 3 feet in width and not less than 6 feet, 8 inches in height. When installed in exit doorways, exit doors shall be capable of opening at least 90 degrees and shall be so mounted that the clear width of the exit way is not less than 32 inches. For hinged doors, the 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. Maximum effort to operate doors shall not exceed 8.5 pounds for exterior doors and 5 pounds for 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. Compensating devices 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. Construction. The bottom 10 inches of all doors except automatic and sliding shall have a smooth uninterrupted surface to allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. Where narrow frame doors arc 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. 7. Thresholds shall not exceed 44Rnch in height. 8. Where turnstiles are used a door or gate that is accessible to the handicapped shall be provided within 30 feet. Ther* aha.ll ba a leval deer area on each side of an exit or passage door. Provide 60 inches clear in the direction of tha door awing and M Incttea on the aide oppoaite lh« door awing direction. rtaaaureiMnts are to ba at right anglea to the cloaed door* 4. 11/84 10. The vidth of the required level ares on the side Into which the door swing* shell extend 24 inchee pest the strike edge Tor exterior doors and 18 Inches past the strike edge Tor interior doors. 11. The space between two consecutive door openings in e vestibule serving other than a required exit stairway shall provide a minimum of 48 inches of clear space from any door opening into the vestibule when the door ia open 90°. Doors into a vestibule shall swing in the same direc- tion or they both shall awing away from the vestibule. J. CORRIDORS AND EXIT BALCONIES (SEC. 2-3304) 1. Corridors that exceed 200 feet in length shell: a. Have a »inimuM clear vidth of 60 inches; b. Have at a central location, • 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. STAIRWAYS (SEC. 2-3305) 1.- Handrails shall extend a minimum of 12 inches beyond the top nosing and 17 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'. 3. 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 X 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 1/4 inch. 5. Tread surfaces shall be siip-resistant and shall have smooth, rounded or chamfered exposed edges. The lower front edge shell be beveled or rounded. 6. Nosing shell not project more then 1-1/2 inch peat the face of the riser below. JL. RAMPS (SEC. 2-3306) 1. The slope of a ramp shall not exceed 1 in 12. 2. The top landings on a ramp muit be at Ica.it 60 inches in depth. S. If a door swings onto a top landing the landing depth shall be not Icsi than 42 inches plus the width of the door. 4. The top landing shall have a width not less than its depth. 5. The top landing shall extend not less than 24 inches beyond the strike side of the door at exterior rampi and 18 inches at interior ramps. i 6. The bottom landing shall be not leu than 72 inches deep, 7. Intermediate landings shall be provided at tumi and whenever the change in level exceeds 30 inches. 8. Intermediate landings on straight ramps shall have a depth of not lew than 5'-0". Intermediate landings 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 500 ot more shall be not leu than 5 feet wide.11. Handrail* shall be placed on each tide of cstch ramp and shall extend 12 inches beyond the top and bottom of the ramp. 12. Surfaces of ramps shall be slip resistant. H. ELEVATORS (SCC. 2-3103} 1. At leaat one elevator shell have a minimum in- side car platform of A feet B inchee wide by 4 feet 3 inches deep with a minimum clear opening vidth of 42 inches in buildings more than three stories in height and in all buildings where elevators are required. 2. Psasenger elevators in buildings other than those required in No. 1 above and serving an occupant load of mora than SO shall have a minimum inside car platform of 5 feet 8 inches vide by 4 feet 3 Inches deep.- Doors shall 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 leu than 50 shall have a minimum inside c*c platform of 4 feet & Inches vi.de by 4 feet & inches deep. The door opening shall be at loaat 2 feet 8 inches clear width. 4. All passenger elevators shall have handrail lo- cated 2 feet 6 inches to Z feet 10 inches above the car platform. 5. Elevator car operation buttons need to be with- in reach of wheelchair users and of a type that blind at partially sighted persons can identify as required by Section 2-5103(e) 2.0. and E. 6. Wheelchair lifts shall comply with Sac. 2-5104. H. REFUGE AREAS (SEC. 2-3302(g)) (FIRE MARSHAL REGULATED OCCUPANCIES) 1. Every multi-story building where access is pro- vided for the physically handicapped shall have designated (signed) rooms or sreaa on eech 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 (SCC. 2-1713) 1. General. If public telephones are provided, they •hall comply with Section 2-1713(s) through (g). P. ELECTRICAL 1. Electrical receptaclee (15, 20 and 30 amps) shell be at least 12 inches above the floor. Section 3-210-25 2. Switches and controls for lights, appliances, cooling, heating and ventilating equipment shell be not less than 3 feet nor mora than 4 feet above the floor. Section 3-360-8 3. Fire alarm initiating devices shell be 48 inches above the floor, ground or sidewalk. Section 3-760-8.1 Q. SPECIFIC OCCUPANCY REQUIREfCNTS 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 with 11/84 Date Jurisdiction Prepared byi VALUATION AND PLAN CHECK FEE Bldg. Dept. Esgil PLAN CHECK NO. BUILDING ADDRESS _ APPLICANT/CONTACT BUILDING OCCUPANCY TYPE OF CONSTRUCTION I/-// PHONE NO. 72f £*J DESIGNER PHONE ^_ CONTRACTOR PHONE BUILDING PORTION /(&&£/£&??&<* fljeuJ ##t*L- • ^ Air Conditioning Commercial Residential Res. or Comm. Fire Sprinklers Total Value BUILDING AREA 3c& &/gzy? ¥£2f-CLs ^^ VALUATION MULTIPLIER @ @ . , § ' ' VALUE //2Z2&/ .//0,&0 Fee Adjusted To Reflect Building Permit Fee $. Plan Check Fee $ D Energy Regulations (Fee x 1.1) D Handicapped Regulations (Fee x 1.065) COM MENTS: 8/4/82 . Tut- Sr-r Cttp of Cartebab CAKL*™*C?U*OKW* 92006 D APPLICANT COPY D CITY COPY D PLAN CHECKER COPY COMMERCIAL PLAN CORRECTION SHEET A. B. C. D. E. F. G. H. I. J. Plan Check Number Site Address Owner $71 &£*- .5"3 - Building Code Applicable Occupant Load Occupancy 1979 U.B.C. /£ Stories ' g Use Type of Construction V^ Allowable Floor Area Sprinklers: Actual Yes Basis for Area Increase Remarks Date Plans Submitted Wort* J&£*r Date Plans to Plan Checker Date Initial Plan Check Completed/^^ %//$'/&£' By Applicant Contact Person/$?. FOREWORD: PLEASE READ 1. 2, 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) ^38-5525. The items below need clarification, 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), 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) $60-1*68. 8/19/82 / / CENCTAL Provide the site address and a vicinity •ketch on the Title Sheet. Provide the names, 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 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 . for 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 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 fol- lowing code information for each building proposed: Occupancy Group 1 Description of Use Type of Construction Sprinklers: Yes or No Stories Height Floor Area „ Justification to exceed allowable area in Table 5-C• Justification to exceed allowable height or stories in Table 5-D 1ITE PLAM Provide a fully dimensioned site plan drawn to scale. Showt 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 a statement on the site plan . stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site 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. Show and dimension on the site plan all 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 handicap access spaces. Show the location of any designated flood plains, open space easements, or other development restricted areas on the site plan. LOCATION OM PROPERTY X When two or sore buildings are on the •a»e property, the buildings shall have an assumed property line between the* for the purpose of determining the required wall and opening protection and roof cover requirements, per Section 504(c). An exception is provided if the combined area of the buildings is within the limits specified in Section SOS for a single building. If this exception is used, show how the building(s) will comply with Section SOS. 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). The exterior walls less than feet to a property line or an assumed property line, shall be fire- rated construction. Section 03(a) Exterior walls shall have a 30 inch parapet when less than 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 feet to a property line or an assumed property line. Section 03(b) The exterior walls shall have no openings when closer than 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 S04(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. X Projections nay not extend w>r* than one-third the distance from the exterior vail 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 sun of openings shall not exceed SO percent of the total area of the wall in each story. Section S04(b] A covered passageway connecting separate buildings must comply 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 3305(1) 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 wist 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 tolls 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 fraae 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 •UILOIMC AREA /• /• / Provide on the Title Sheet of the plans the code justification for exceeding the basic allowable area in Table 5-C. Section 50$ When a building has more than one occupancy, the area shall be such that the turn of the ratio* 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 S-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 theincreases allowed by Section 506. Unless considered a separate story, the floor area of a mezzanine 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 basement does not qualify as a story nor exceed the area permitted for a one story building. AREA_SE_PARATION_ HALLS Area separation walls may separate portions of & building and allow each portion to be considered a separate building, however, the area separation wall must be four-hour in Type 1, U-F.R., HI and IV buildings; and two-hour in Type II-one- hour. Type Il-N and Type V buildings. Section S05(e)l Openings in four-hour area separation walls are required to be protected with three-hour fire-resistive assemblies, and 1-2/2 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 505(e) X- 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 sjje 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 505(e)2 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 5 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 505(e)3 BUILDING AREA, HEIGHT AND STORIES TYPE OP CONSTRUCTION/ALLOWABLE AREA ANALYSIS Building Designation Type Construction Shown Number of Stories and Height Basic Allowable Area Increases For Multi-stories For Yards p«et On Sides For Sprinklers Total Allowable Area Actual Area Total Area Separation Halls 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 / / Area separation walls, which separate portions of buildings having different heights, may terminate 30 inches above the lower roof level, provided the exterior wall for a height of 10 feet above the lower roof is of one-hour fice-resistive construc- tion with openings protected by three- fourths-hour assemblies. As an alternate, the wall nay 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 rooC/ceiling elements shall be one- hour for the entire span. Section 505 (e)S. No openings in the lower roof are permitted within 10 feet of the area separation wall if parapets are not provided. Section 505(e)5 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 'X', per Gypsum Fire Resistance Design Manual, Item PC 5406) See the attached article, "Area Separation Halls Revisited", and incorporate appropriate data and details on your plans. Provide complete details of the area separation wall(si 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/STORIES 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 the 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. / '8. /• On* additional story would be permitted beyond that shown in Table S-D if th* building is sprinklered throughout and the sprinkler system is not other- wise required by Section 506 (area) or Section 508 (substitute for one-hour). Section*507 Towers, spires and steeples shall comply with Section 507. exception 1. FIRE-RESISTIVE CONSTRUCTION Where one-hour fire-resistive 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 fire-resistive require- ments for: occupancy separations, exterior walls 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 roof/ceiling assemblies, floor/ceiling assemblies, wall assemblies, post and beam assemblies, etc. 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)B 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) Clearly identify location and hourly fire-resistive rating of vertical •hafts on the plans. Provide construction details showing location of fire dampers and how fire resistivity will be maintained at floors and roofs. Section 17oi& Note on the plans that elevator doors •ust 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 p«r 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 4303tb)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 '•inimum cover for bonded reinforcing at fire-rated floors, fire-rated columns, *fr*~ rated beams. Clearly specify minimum . cover for prestressed concrete tendons per Section 4303Ic)3. Detail all plumbing and electrical penetration at occupancy, area, corridor or other fire separation walls as specified in Section 4304(e}. Detail all furred ceilings as required in Section 4203. Show £ire-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> INTERIOR MAIL ACT CCILIHC Poan plastics shall not b« used as interior finish except as provided in section 1712. When walls and ceiling are required to be fire-resistive or non-combustible, the finish material shall be applied directly against the fire-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 B 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 sprinklered on both sides or attached to non-combustible 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 nay 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, "Hall and ceiling materials Shall not exceed the flame spread class- ifications in UBC Table 42-B." A -hour occupancy separation is required between occupancy and the occupancy. Table 5-B, Section 503(d), 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) Provide -hour fire-resistive door assemblies in the -hour occupancy separation. Section S03(c) The required three-hour rated occupancy separation between B-2 and B-l occupancies stay be reduced to a two-hour rating when the B-l is limited to the storage of passenger vehicles, and the provisions of Section 702 are not applicable. Table S-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 S03(d> A B-l occupancy in the basement 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 building for the purpose of area limitation, lim- itation of number of stories and type of construction ONLY if the following conditions are met: a. B-l is Type I construction b. B-l/B-2 is separated by a three-hour occupancy separation c. B-l is restricted to passengervehicle 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 1803(b) 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 fire-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 im. Structural members supporting an occupancy separation must have the same fire-resistive rating as the ••paration. Table S-B, Section S03(d), Tables 43-A, B, C and Chapter 43 No openings are allowed in a four- hour fire-resistive occupancyseparation 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•hall 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-hourfire-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 4304(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 43Q5(e). Ducts penetrating one or two-hour occupancy separation walls must have fire dampers. A fire door is required for three-hour separations. Section 4306(j) .y.Usable space under the first story. when constructed of SMtal or wood, •hall be separated fro* the non-usable •pace, and the story above. •• required for one-hour fire-resistive construction and the Boor to the usable space shall be self-closing, of non-combustible construction or solid wood core, not lesa 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.I,,, 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-half 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 3303(aJ 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 exits from the exit court shall comply with Section 3311 requirements for width, number, and protection of walls and openings. Basements require two exits. 3303(a) Section y*. 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 ISO feet (200 if sprinklered) from an exterior exit, horizontal exit, enclosed stairway or exit passageway, Measured along the path of travel. This May be increased 100 feet if last 150 feet is in a corridor. Section 3303(d) (See exceptions) 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).J 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(eJ 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 yf. Regardless of occupant load, * floor or lending not more than 1/2 inch below the threshold is required on each side of an exit door. Section 3304(h) Door* 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 3305fd) 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, doei not reduce the clear area of the landing, in the direction of travel, to less than one-half the required width of the stair- way. Section 3306(g) Minimum exit court width is 44 inches. Section 3311(b) 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 of 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 « three-fourths-hour assembly. Section 33l2(a) Ramps required by Table 33~* shallnot exceed 1:12; other exit ramps 1:0. Ramps steeper than 1:15 shall have handrails as required for stair- ways. Minimum size landings and landing clearances must be provided. Section 3307 Stairway width must be at least 44 inches when serving more than SO occupants; 36 inches when less than SO; 10 inches when used as a private stairway serving less than 10 occupants. Section 3306(b) Section 3301(b) 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 project •ore 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. 2x9 16" O.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 S feet. Section 33Q6(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 suchlower levels. Section 3306(h) t 3309(e) Vertical distances between stairway landings are limited to 12 feet. ' Section 3306U) All interior stairways and ramps shall be enclosed. An enclosure is not required if serving onlyone 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 330fi(c> Minding and spiral stairway* are permitted only in residential occupancies. Section 330614) Stairways should be enclosed as specified in Section 3309: a. Two-hour fire-resistive wells are required in buildings of Type Z and II-F.R, Construction, and in all buildings over four stories, and one-hour elsewhere. b. Only exit doors are allowed to open into exit enclosures. e. Doors should be labeled one an one-half-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 •xit 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 •moke-proof enclosures. Section 3310(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 3306to) Handrails are required on each side of stairways. Stairways required to be more than 8ft inches wide shall have, intermediate handrails. Stairways not over 44 inches wide stay 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 nosing of treads and be continuous and, except Cor 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-sections dimension. Handrails projecting fron walls shall have at least 1-1/2 inches between the wall and the handrail. Section 3306(j) Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the required stairway width. Section 3306(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, nerving 10 or more occupants must b« • minimum 44 inches wide and 7 feet high to the lowest projection. Section 3305(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 3305lf) plto&d Corridors serving 30 or «ore occupants •hall have wall* and ceiling* 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 exterior exit balconies. Section 330S(g) One-hour fire-rated corridors shall have door openings protected by tight-fitting •moke and draft control assemblies rated 20 minutes, except openings in interior walls of exterior exit balconies. Doors •hall be maintained self-closing or be automatic-closing by action of a smoke detector per Section 430fi(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- jected by fixed, approved 1/4 inch thick ired glass installed in steel frames. ection 3305(h) uct penetrations of fire-rated corridor walls and ceilings shall have fire dampers per Section O06(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 330S(g) Corridor walls nay terminate at the ceiling only if the ceiling is an element of a one- hour fire-resistive floor or roof system. Section 330S(g) *«• attached detail* for approved •wthods of providing one-hour corridor construction. When two exits arc required, dead end corridori end exit balconies are limited to 20 feet. Section 3J05U) Exterior exit balconies cannot be located in areas where protected openings are required. Section 3305(1) EXIT SIGNS 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 33131*) 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. 500 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 through 5105. GLASS AMD GLAZING Specify on the window schedule the glass type and thickness to show compliance with Table 54-A and B. Glass in doors or within 12 inches of doors is required to be safety glazing. Section 540fi(d) Glass in excess of 9 sq.ft. with the lowest edge less than IB 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. 3. ^rrf y 190. 191, FOUNDATION Provide a copy of the project soil report prepared by a California licensed Civil Engineer. The report shall include foundation design recomnendations based on the engineer's findings and shall comply with UBC Section 2905. Specify on the foundation plan or structural specifications sheet the •oil classification, the soil expansion index and the design bearing capacity of the foundation. 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) The foundation plan does not comply with the following soil report recommendation(s) for this project: _ 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 in 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 29051f) 199. Distension foundations per fable 29-A. 10 Show foundation sills to be pressure treated, or equal. Section 2516(03 Show foundation bolt six* 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<f> 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 b« 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(02 Show pier size, spacing and depth into undisturbed soil. Table 29-A Show minimum under floor access of IB inches by 24 inches. Section 2516(O2 Show minimum under floor ventilation equal to 1 sq.ft. for each ISO 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(06 Specify that posts embedded in concrete shall be pressure treated per UBC Standard No. 25-12. Section 2516(01 e<> i^L "Derm A KSE A fire-retardant roof covering is required. See exceptions under Section 3202(b) Specify roof pitch. Roof pitch is not adequate for roof covering specified. Specify minimum pitch of . 8_. 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 3207U) Show roof drains and overflows. Size drains per Appendix D of UPC. Section 32Q7U) 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 to limit area to 3,000 sq. ft. or 60 LF (9,000 sq.ft. and 100 LF, if sprinklered). Section 2516(f) B-2 and B-4 occupancies with over 50,000 sq. ft. of undivided area and R 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 attic) attic access opening. Section 320S(cJ tin EXTIKCUISHIflC Hre sprinklers are 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 on* side and the opposite side is more than 75 feet away. Section 38Q2!b> fire sprinklers are required in a basement if any portion of a basement is more than 75 feet from openings in an exterior wall. Section 3S02(b) Pire sprinklers are required at the top of rubbish and linen chutes and in their terminal rooms. Chutes extending through three or.pore floors shall have additional sprinkler'heads installed within such chutes at alternate floors. Sprinkler heads shall be accessible for servicing. Section 3802(b) 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 Provide fire sprinklers^ Section 506, 507, SOS 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 TITLED 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. dtp of Cartebab TITLE 24-ENERGYREGULATIONS JTNFO SHEET NON-RESIDENTIAL The following is the minimum information for each applicable division of the energy regulations for ordinary non-residential energy plan checks: Provide the following statement on the plans, signed by a licensed or registered architect, engineer, building designer, or contractor responsible for the preparationof the plans for each applicable division: "Division(s) of the California Energy Conservation Standards for Nonresidential Buildings have been reviewed and the building design described on this page {these pages) is in substantial conformance." Signature License I Date Note on the plans: "Prior to requesting final inspection, one copy of the Certificate of Compliance shall be executed and filed with the Building Department" (see attached) !!*• Division 4 - Building Envelope A. Two sets of architectural and structural plans showing: 1, tt/tr Size,type and location of all walls, roofs, floors, windows, skylights and doors that are a part of the building envelope. Typical X-sections of the walls, roofs and floors that illustrate the type of materials used. Location and type of insulation. The following note pertaining to air leakage: "*" T20-1495. Air Leakage Requirements.For openable exterior windows (required steel fire-rated windows are exempt), the air infiltration and exfiltrationrate shall not exceed 0.5 cfm linear foot of crack. All windows shall be certified and labeled and shall comply with ANSI A134.1-1972 or NWMA XS-2. Fixed windows constructed on site shall be sealed to limit air infiltration. For exterior sliding glass doors, the air infiltration and exfiltration rate shall not exceed 0.75 cfm per linear foot of crack. All sliding glass doors shall be certified andlabled as complying with ANSI A134.2- 1972 or NWMA IS-3. For openable exterior doors (required steel fire-rated doors are exempt from these requirements), air infiltration •hall be limited by following these construction requirements: (1) Door heads, sills and jambs shall have seals, astragals or baffles. (2) Doors mounted on either the inside •or outside of an exterior wall •hall have a minimum one-inch 'lap at each jamb. (3) A continuous mounting-angle, sealed, gasketed or weatherstripped shall be used with doors requiring vertical tracts or guides (e.g. rolling industrial doors). (4) A continuous seal or baffle shall be installed at each door jamb for doors mounted between jambs. (5) Meeting rails of sectional doors and meeting stiles or rails of bi-parting doors shall be provided with a seal, astragal or baffle. (6) A weather-tight astragal or closure shall be installed between double doors. (7) Weatherstripping shall be provided on swinging and revolving doors. All open joints in the building exterior I around conditioned spaces shall be X sealed, caulked, gasketed, or weather- JL. stripped to limit air leakage. GlJ) Two sets of compliance forms 1,2,and 3. III. Division 5*6- HVAC System A. Two sets of mechanical plans showing: 1. Duct layout. 2. Location, manufacturer, model number and capacity of the HVAC systemcomponents as well as thermostat locations. 3. For each HVAC, indicate on theplans its EER, COP, and/or combustion efficiency. 4. Specify economizers using up to 100% outdoor air when the cooling fan system is serving zones or aggregate of zones having greater than 134,000 btu/hr cooling capacity or more than 5,000 cfm. (dual-duct and multizone systems are exempted. The following notes: T20-1503. Temperature Control. (1} All equipment shall be started or stopped from a time clock. A 6-hour by-pass switch shall allow operation of any AC unit from normal scheduled hours. (2) All thermostats shall be of the automatic changeover type to sequence heating or cooling. Set point range shall be up to 10*F betweenfull heating and cooling. Adjustable temperature differential shall be 1 1/2* F. (3) All thermostat control limits Shall be from S5"F to 85'F. (4) Control shall have the capability of terminating all heating at a temperature no more than 70*F and of terminating all cooling *t a temperature not less than 7B*F. (SI At least one automatic space temperature control device shall b» provided fort (a) each tone (not wore than ona floor of building shall be included in a tone), and (b) each separate HVAC system. T20-1505. Mechanical and Gravity Ventilation. Each mechanical or gravity •ystem or unit (supply and/or exhaust) •hall be equipped with a means of providing air volume reduction and/or shut-off when ventilation is not required. On mechanical ventilation systems, automatic dampers interlocked andClosed on fan shutdown shall be provided. On gravity ventilating systems, either automatic or readily accessible manually operated dampers in all openings to the outside other than combustion air openings shall be provided. T20-1500. Minimum Requirements of Insulation of Duct and Plenum (Supply and Return). On Roof or Exterior of Building; Use 1 1/2" of 1.5 Ib. density mineral fiber duct liner or 3" of 0.6 Ib. density mineral fiber blanket-with approved vapor barrier. (C-0.16) All Other Locations Outside of the Conditioned Space^ Use 1/2" of 1.5 Ib. density mineral fiber duet liner or 1" of 0.6 Ib. density mineral fiber blanket. T20-1509. Duct Construction. All duct work shall be constructed, erected, and tested in accordance with the most restrictive of local regulations, procedures detailed in the ASHRAE Handbook of Fundamentals or the applicable standards adopted by the Sheet Metal and Air Conditioning Contractors National Association. T20-1517. Maintenance. Equipment which requires preventive maintenance for efficient operation shall be furnished with complete necessary maintenance information. Required routing maintenance actions shall be clearly stated and incorporated on an accessible label, which may be limited to identifying, by title and/or publication number, the operation and maintenance manual for that particular model and type of product. At least one copy of this information shall be furnished by the manufacturer for the original owner upon request. B. Two sets of compliance forms 4 and 6. C. Life Cycle Cost 1. If an electric space heating system is used and it is nqt,i (a) supplementing a heating and/or cooling system by which at least 60\ of the annual energy requirement is supplied by a device using a nondependable source of energy, or (bj supplementing a heat pump system, or (c) less than 101 of the capacity of the total heating system, a cost comparions will have to be performed. 2. Two sets of compliance form 8. Divlaion 7 - Service Hater Heating A. Show location, type, manufacturer. •todel number, and capacity of water heater. B. Specify any required tank insulation. C. Show the following notes: T20-1521. All service hot water pipe runs greater than 12 feet shall be insulated according to the requirements set forth in Section T20-1507. Table 5-1 of the Nonresidential Energy Regulations. PIPE DIA. 1" or less: 0.75"R« 1.25 - 6.0".1.0" T20-1523. Punp Operation. 'Circulating hot water systems shall be arranged so that the circulating pump(s) can be automatically turned off when the hot water system is not in operation. T20-1525. Showcrheads and Faucets. The maximum flow rate of all new showerheads lavatory faucets, and sink faucets shall be certified not to exceed the values shown. S ho- *er heads Lav.Faucets Tost Pressure(PSIG) 20-45 45-80 20-80 Sink Faucets 20-80 Max.FlowRate(GPM) 2.75 3.00 2.75 2.75 D. The water heater must be certified by the Energy Commission or be on the Energy Commission's approved list. Division 9 - Lighting A. Two sets of lighting plans showing: 1. Each room labeled with its intended 2. use and numbered so each can be referenced to form 5. Location and type of all light fixtures . VI 3. A schedule that will identify each type of light fixture, the number and type of bulbs in each fixture, and the total input wattage for each fixture (including ballast losses where applicable). 4. The following notes: T20-1541. Each area enclosed by ceiling-height partitions shall have independent control of the lighting within the area. T20-1542. For all areas larger than 100 square feet, and for which maximum connected lighting load of more than 1.0 watt per square foot is allowed by Table 9-1, the connected lighting load shall be so controlled that it may be reduced by at least one-half in a uniform pattern. B.Two sets of compliance form 5. A complete set of energy plans will demon- strate the compliance of a project to all of the requirements of the energy regulations. The above list only covers the minimum requirements; some requirements have not been included. To insure compliance, the energy regulations should be reviewed for each individual project. 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 (SEC. 2-3323) 1. Walk* and sidewalks thai) have a continuous com- mon surface, not interrupted by steps or by ibrupl changes in level exceeding tt inch. and shall be a minimum of 48 inches in width. 2. Surfaces with a slope of lesi than 6 percent gradient shall be it least as slip-resistant at that described as a medium salted finish. 3. Surfaces with a slope of 6 percent gradient or greater shall be slip-resistant. 4. Surface croii slopes shall not exceed U inch per foot. 5. Walks, sidewalks and pedestrian ways shall be free of (ratings whenever possible, for gratings located in the surface of any of then: treas, grid openings in gratings shall be limited to W inch in the direction of traffic flow. 6. When the slope in the direction of travel of any walk exceeds t vertical to 20 horizontal it shall comply with the provisions for Pedestrian Ramps. 7. Abrupt changes in level along any accessible route shall not exceed Vt inch. When changes in level do • occur, they shall be beveled with a slope no greater than 1:2 except that level changes not exceeding W inch may be vertical. When changes in levels greater than rt inch are necessary they shall comply • with the requirements for curb ramps. 8. Walks shall be provided with a level area not less than 60 inches by 60 inches at a door or gate that swings toward the walk, and not less than 48 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 areas at least S feet in length at intervals of at Icajt every 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 driveway, exceeding 4 inches in a vertical dimen- sion, such as at planters or fountains located in or adjacent to walks, sidewalks, or other pedestrian ways, shall be identified by curbs projecting at least 6 inches in height above the walk or sidewalk surface to warn the blind of a potential drop off. When a guardrail or handrail is provided, no curb Is required when a guide nil is provided centered 3 inches (plus or minus one inch) above the surface of the walk or sidewalk; the walk is S 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 at measured from the bottom of the obstruction. C. PARKING (SEC. 2-7102) 1. The following table establishes the number of handi- capped parking spaces required: Total Number of Parking Spaces 1 • 40 .. 41- 80. . 81-120 . . Number of Handicapped Parking Spaces Required . . 1 . . 2 . . 3121-160 4 161-300 5301-400 6 401-500 7 over 500 I for each 200 additional spaces provided When leu than 5 parking spaces are provided, one shall be 14 feel wide and lined 10 provide a 9 foot p«/km« area and a 5 foot loading and unloading area, 2. Physically handicapped parking spaces shall be lo- cated ai near as practical to a primary entrance. If only one spjce is provided, it shall be M fcec wide and lirtrd to provide a 9 font parking area and a 5 fool loading and unloading area. When mure 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 10 provide a 9 foot parking area on each side of a 5 fool loading and unloading area in the center. The min- imum length of each parking space shall be 18 feet. 9. In each parking area. • bumper or curb shall be pro- vided and located 10 prevent encroachment of cart over the requjred width of walkways. Also, the space *n4)I be si> located that a handicapped perton 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 parking space to rcalted facilities, including curb cuts or ramps as needed. Ramps shall not encroach into any parking space. EXCEPTIONS: 1. Ramps located at the front of physically handicapped parking spaces may . encroach into the length of such spaces when luch 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 structure) shall have a minimum vertical clearance of 8 feet 2 inches where required for accessibility to handicapped parking spaces. 6. Handicap parking identification signs shall be provided as required by Section 2-7102(e) in the following locations: a. On the pavement within each required park- ing apace b. At the entrance to the parking facility. t D. SANITARY FACILITIES (SEC 2-1711) 1. Where separate facilities are provided for non-handi- capped person* 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 building, they shall be made accessible to the physically handicapped. 3. Passageways leading to sanitary facilities shall have a clear access width as specified in Chapter 33. All • doorways 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 as measured at right angles to the plane of the *»or in its 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: *j A clear tpa.cc measured from the floor to * height of 27 inches above the floor, within the sanitary facility room, of sufficient size to inscribe a circle with a diameter not lets than 60 inches, or a clear space 56 inches by 63 inches in size. Doors other than the door (o 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 (facing the water closet). A 60 inch minimum length clear space thai) be provided in a compartment with the door located at the side. Crab ban shall not project more than 3 inches into the ckar spaces at 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 its closed position. Except for door opening widths and door swingi, a clear unobiiructed acceunot leu than 44 inches shall be provided to waicr closet compartments designed for utc by the handicapped and ihc space immediately in from 11/84 •f a water doset oampsurtmcitl shall be not ICH ' ' dMt 48 inches u measured at rifht anglci lo com- . past men t door in iu dosed position. 3. Sincjle sccoMttstion t«ilst facilities ehell neve the feilovina.! That* ahell *% sufficient space in the toilet root for • »ne«lchair ••••- wring JO inches vide by W inches long to enter the roo* end permit the door to close. The voter closet shall be located in e space which provide! • 28 inch vide elver epec* fro* a fix- ture or a 32 inch vide clesr space from • vail •t one vide of the vster clout end 48 Inches of clear specs in front of the *et*r closet. 6. In an existing building a tingle accommodation toilet facility may have the water clo*el fixture located in a compartment which provides a dear space of not leu than 36 inchci wide by 48 inches long in front of the water clo*et. 7. Grab bars located on each iide, or one tide of the back of the physically handicapped toilet suit or compartment shall be iccurely attached S3 inchei above and parallel lo the floor. Grab ban at the side shall be at leait 42 inches long with the front end positioned 24 inches in front of the water closet (tool and grab bars at the back shall be not leu than 36 inches long. The diameter or width of the gripping surfaces; of a grab bar shall be 114 inch to IK inch or the shape •hall provide an equivalent (ripping surface. If grab ban are mounted adjacent to a wall, the space be- tween the wall and the grab bars shall be 1W inches. 8. A dear floor space 30 inchei by 48 inches shall be provided in front of a lavatory to allow a forward approach. Such clear floor space shall adjoin or overlap an accexiblc 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. Where facilities for bethino, are provided for the public, clients or employees, including •hovers, bathtubs or lockers, at least one •uch facility shall comply vith the handi- cap access standards in Section 2-17ll(j). 11. l/» inch thick identification symbols shall be provided on boors to sanitary facilities. A 12 inch triangle for »en and 12 inch dis- aster circls for vown is required. E. WATER CLOSETS (SEC. P-1S02) 1, The height of accessible water closets shall be a min- imum of 17 inchei and a maximum of 19 inchei measured to the top of the toilet seat. Flush controls shall be operable by an oscillating handle with amaximum operating force of 3 Ib or by a remote low voltage button. The handle or button shall be located so they are operable without requiring excessive body movement. F. URINALS (SEC P-1503) 1. Where urinal* are provided at least one elongated rim at a maximum of 17 inches above the floor U required. 2. Flush controls shall be hand operated, and shall be mounted no more than 44 inches above the floor. C. LAVATORIES (SEC. P-l 504) 1. Lavatories shall be mounted with a clearance of aC 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 inches 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 I* vat one* shall be insulated or otherwise covered. There shall be no sharp or abruivc surfaces under lavatories. S. Faucet controls and operating mechanisms shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. The force r-^)uired to activate control! shall be no greater than 5 Ib. Lever-operated, puth-typr and electronically controlled mechanisms arc examples of acceptable designs. Self-dosing vaJvet are allowed if the faucet rcmai.is open for at least 10 seconds. H. DKINKING FOUNTAINS (SEC MU7) 1. The drinkinf fountain thall be * minimum of 18 Indtei in depth and there shall be ckar and unob- structed spaces under the drinking fountain not lest than 27 inches in height and 18 inches in depth, the depth measurements being taken from the front edge of the fountain. A side approach drinking fountain It not acceptable. 2. The bubbler shall be activated by a control which it easily operated by a handicapped person such as a hand-operated lever type control located within 6 inches 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. S. Where water fountains arc provided, they shall be located completely within alcoves, or otherwise positioned so as not to encroach into pedestrian ways. L DOORS Ac HARDWARE (SEC 2-5301. 3303, 3306) 1. All primary entrances to buildings shall be made accessible to the handicapped. Q) Hand activated door opening hardware shall be <Q centered between 30 inches and 44 inches above the / floor. Latching and locking doors that are hand acti- vated and which arc 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 in 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 exterior tide of unit door. Urge bow keys (2 inch) full bow or I'A inch (half bow) shall be provided in lieu of lever type hardware on the corridor tide. Separate dead lock activation on room side of corridor doors in hotels or motels shall have lever handle or large thumb Turn in an easily reached location. S. 4. Width and Heights. 1. Every required exit doorway shall be of « size as to permit the installation of a door not less than 3 feet in width and not less than 6 feet, 8 inches in height. When installed in exit doorways, exit doors shall be capable of opening at least 90 degrees and shall be so mounted that the clear width of the cxitway is not less than 32 inches. For hinged doors, the 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 requi-e- mcnt. Revolving doors shall not be used as a required entrance for the physically handicapped. Maximum effort to operate doors thall not exceed 8.5 pounds for exterior doors and 5 pounds for 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. Compensating devices or automatic door operators may be utilized to meet the above standards. When fire doors are required, the maximum effort to operate the door may be increased not to exceed 15 pounds. Construction. The bottom 10 inches of all doors except automatic and sliding shall have a smooth uninterrupted surface to allow the door to be opened by a wheelchair footrcjt without creating a trap or hazardous condition. Where narrow frame doors are used, a 10 inch high smooth panel shall beimtallcd on the push side of the door, which will allow the door to be opened by a wheelchair footresl without creating a trap or hazardous condition. Thresholds shall not exceedWinch in height. Where turnstiles arc used a door or gate that !s accessible to the handicapped shall be provided within 50 feet Thsre shall be a level clear ar«s on each tide of an e«it or pussae door. Provide 60 inches clesr in the direction of the door svlng and 44 Inches on the side opposite tho door swing direction. r%eaurwwtits are to be et right snqlea to the closed door. 11/84 10. The width or the required l*v*I »r*a on th* sld* into which th* door Mings shall extend 2ft inch** p**t the *trik* edge for exterior doors and IS inches peat th* strike edge for interior doer*. 11* The epece between two consecutive door opening* in • vestibule serving other than • required •xit stairway shall provide s minimum of 48 inches of clesr space from any door opening Into the vestibule when the door ia open 90'. Doors into a vestibule shall awing in the aame direc- tion or they both shall awing away from the vestibule. J. CORRIDORS AND EXIT BALCONIES (SEC. 2-3304) 1. Corridors that eiceed 200 feet in length shall: a. Have • minim*, clear width of 60 inches; b. Have at • central location, a 60 Inch x 60 inch Minim* wheelchair turning/passing space; or c. Have at a central location, an intervening croas corridor (minimum 44"); or d. Have at a central location, an openeble door which provides complying access to an area adjacent to the corridor. STAIRWAYS (SEC. 2-3305) 1. Handrails shall extend a «inimum 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 acre than 2 inches In croas-sectional dimension or the shape shall provide an equivalent gripping surface and shall have s smooth surface with no sharp corners'. 3. The upper approach and the lower tread of each interior stair and every tread of exterior stairs shall be marked by a atrip 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 stairway* are not permitted. Risers shall be sufficiently solid to prevent th* passage of objects larger than 1/4 inch. 5. Treed surface* shall be slip-resistant and shall have smooth, rounded or chamfered exposed edges. The lower front edge shall be beveled or rounded. 6. Nosing shell not project more than 1-1/2 inch past the face of the riaer below. L. RAMPS (SEC. 2-3306) 1. The slope of a ramp thall not exceed 1 in 12. 2. The top landings on a ramp muit be at least 60 inchci in depth. S. If a door swings onto a top landing the landing depth thall be not less than 42 inchci plui the width of the door. 4. The top landing shall have a width not less than its depth. 5. The top landing shall extend not less than 24 inches beyond the strike side of the door at exterior rampi and 18 inches at interior rampi. i 6. The bottom landing shall be not less than 72 inchci deep. 7. Intermediate landings shall be provided at turns and whenever the change in level exceeds 30 inches. 8. Intermediate landings on straight ramps shall have a depth of not less than 5'-0", Intermediate landings on rampi that turn greater than 30 degrees shall be not less than 6 feet in depth. 9. Ramps shall be r.ot less than 4 feet wide. 10. Rampi serving a primary entrance for an occupantload of 300 or more shall be not lets than 5 feet wide. 11. Handrails ihaD be placed on each side of each ramp and shall extend 12 inches beyond the lop and bottom of the ramp. 12. Surf ice i of ramps ihall be slip rciiiunt. n. ELEVATORS (sec. i-no3} 1. AC laeat on* elevator shall new* a minimum in- •id* car platform of 6 fe*t • inches vide by * Feet 3 inches deep with * minimum clear opening width of 42 inch** In buildinga more than three •tori** in height and in all buildings where elevators are required. X. Pasaenger elevators in buildings other than the** required in ho. 1 above and serving en occupant load of more than 50 shall have a minimum inside ear platform of 5 feet 8 inches wide by 4 fact 3 Inches deep. Door* shell be 3 f**t cieer side •Udc-type. 3. Passenger elevators in buildings other than those required In No. 1 above and serving an occupant load of less than 50 shall hive s minimum inside car platform of 4 feet fi Inches wide by 4 feet & Inches deep. The door opening shall b* at least 2 feet 6 inches clear width. A. All passenger elevators shall have handrail lo- cated 2 feet 6 inches to 2 feet 10 inches above the car platform. 5. Elevator car operation buttons need to be with- in reach of wheelchair users and of • type that blind or partially sighted persona can Identify ** required by Section 2-510J(e) 2.0. and E. «. wheelchair lifts shall comply with Sec. 2-5104. N. REFUGE AREAS (SEC. 2-33Q2(g)J (FIRE MARSHAL REGULATED OCCUPANCIES) 1. Every multi-story building where access i* pro- vided for th* physically handicapped shall have designated (signed) rooms or arcs* on each floor to provide safe refuge for th* handicapped. Refuge areas ere not required on stories opening to grade or with ranps to grade or in stories used only ** service basements or only for park- ing. 0. TELEPHONES (SEC. 2-1713) 1. General. If public telephones are provided, they shell comply with Section 2-1713U) through (g). P. ELECTRICAL 1. Electrlcel receptacles (IS, 20 and 30 amp*) shall b* at laast 12 inches above the floor. Section 3-210-25 2. Switches and controls for lights, appliances, coaling, 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 alar* initiating devices shall b* 48 inches above the floor, ground or sidewalk. Section 3-760-8.1 0. SPECIFIC OCCUPANCY REQUIRErENTS Chapters 2-6 through 2-14 have specific occupancy requirements for access in addition to th* general requirements listed above. Provide notes and de- tails to comply with 11/84 ? Is Sec,M-l :DO TOOT- ESGIL CORPORATION 932O CHESAPEAKE DR.. SUITE 208 SAN DIEGO. CA 92123 <619)560-1468 DATE: JURISDICTION: PLAN CHECK NO: D APPPICANT D JURISDICTION D PLAN CHECKER D FILE COPY Jl£& PROJECT ADDRESS: flCD DESIGNER D 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. 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. The applicant's copy of the check list has been sent to: I| Esgil staff did not advise the applicant contact person that plan check has been completed. PI Esgil staff did advise applicant that the plan check has been completed. Person contacted:/^#£^£2? Date contacted:Telephone I REMARKS: ENCLi ESGIL CORPORATION Form 3158A 1200 ELM AVENUE CARLSBAD, CA 92008-1989 TELEPHONE (619) 438-5523 €ttj> of FIRE DEPARTMENT PLAN CHECK REPORT PAGE 1 OF APPROVED DISAPPROVED PHOJFflT cN / /v) //^/-//Q^l S (f-r(jKS*H ADDRESS L A -€- L >/3-*^/0 cSCi/L^ t /S^*Cxi-/«£ ARCHITECT _/_>/•/ nWMFR OCCUPANCY /? -^ D SPRINKLERED jlV /j LAdc&Y § nnwsT I/ FENANT IMP. ADDRESS ADDRESS kJ TOTAL SO. FT ^/3 6 f f i PHONE PHONE D STORIES APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS: 1. 2. 3. 4. 5. 6. fi^ 9. _ 10. 11. 12. .13. 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 (sprinklers, stand pipes, dry chemical, halon, COi, alarms, hydrants). Plan must be approved by the fire department prior to 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: D Automatic fire sprinklers (Design Criteria: ) D Dry Chemical, Halon, COa (Location: „ ____) G Stand Pipes (Type: D Fire Alarm (Type/Location: ) Fire Extinguisher Requirements: # *\ • t£-One 2A rated ABC extinguisher for each ^rf&O sq. ft. or portion thereof with a travel distance to the nearest extinguisher not to exceed 75 feet of travel^ D An extinguisher with a minimum rating of yff 2og to be located: /A/ D Other: 8. Additional fire hydrant(s) shall be provided EXITS Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. A sign stating, " This door to remain unlocked during business hours" shall be placed above the main exit and doors _ __________ _ _ EXIT signs (6" x 3A" letters) shall be placed over all required exists and directional signs located as necessary to clearly indicate the location of exit doors. GENERAL Storage, dispensing or use of any flammable or combustible liquid hazardous chemicals flammabla liquids, flammable gases and Bulldlng(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 wlthregulatlons on attached sheet(s). Plan Examiner Data. Report mailed to architect Met with .Attach to Plans CARLSBAD FIRE DEPARTMENT PAGE 2 OF PLAN CHECK REPORT PROJECT .^' /1'ttC H-*)/-{\ PLAN 14. Drapes and other decorative materials shall be flame retardant. thereof shall be provided. Exits, exit lights, fire alarm stations',' "Rose cabinets and extinguisher locations shall not be concealed by decorative material. 15. Interior finish shall conform with Title California Administrative Code regulations. 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 3/4 hour self closing and latching assemblies. 19- An approved fire alarm or two-way communication system shall be provided per Title 24, California Administrative Code. An occupant capacity sign^ with minimum one inch letters and numbers, shall be posted near main exit ( ^x'<j ?£??&•/.,...square feet per person). 21. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort, 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 "EXIT" signs shall be in block letters minimum 6 inches high. Luminance on face of sign shall be 50 lux. _24. "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 /L^- /it <-f(.d? (, . Show locations on floor plan(sK '. Approved panic hardware shall be provided on exit doors L Show on door schedule. Corridor ___sha11 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. f.-2-S- $• Plan Examiner " Date COUNTY OF SAN DIEGO DEPARTMENT OF HEALTH SERVICES Division of Environmental Health Protection 1700 Pacific Hwy.» San Diego* CA. 92101 (619) 236-2243 PLAN CHECK #: PAGE OWNER: ADDRESS:(>0 PLAN CORRECTION. SHEET / r\ \ l6fl/UJ JWdiv / &1 i-yr,, As DATE: 7 CONTRACTOR : PHONE : PHONE : Address of Proposed or Remodeled -^.o<? Health Regulated Building: ^2 I ( TYPE OF BUSINESS:Ufa RECHECK REQUIRED AxJ REGUU7ED BUSINES DHS:EHP-886 (4/84)-52* i. ;. <-P5 3.0 L.L. 6O= < x Z7-*/• uJ a 2^7.-?( M* ^ <n I**- a;- =7 (2-1iOC{ I «n'' 1 27 x n ^ 13, 6- /? ._._ •••*•*• V. 2o M- r- S.V- 7,6 B. z. 3 W. 7 32' 1 1.7 (-20 P= ^ f . T- < B 5 -fi < s . w -* 3 V* use ,.1. U > x n -z z ^ I o. e>o CATLIN AND COMPANY INC. CONSULTING ENGINEERS AND GEOLOGISTS WILLIAM G, CATLIN. President 7853 EL CAJON BOULEVARD TELEPHONE RCE 11579 LA MESA. CALIFORNIA 92041 (619) 698-6633 ALL REPORTS ARE SUBMITTED AS THE CONFIOCNTlAl PROPERTY OF CLIENTS. AUTHORIZATION FOR PUBLICATION OF OUR REPORTS, CONCLUSIONS. OR EXTRACTS FROM OR REGARDING THEM IS RESERVED PENDING OUR WRITTEN APPROVAL AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSEiVES. Saint Michael's Church May 8, 1985 2775 Carlsbad Blvd. Carlsbad, CA 92008 ATTN: Father Woodridge Subject: Project No. 13E4 Addendum to Report of Soils Investigation Proposed Addition to Parish Hall 2775 Carlsbad Boulevard Carlsbad, California Gentlemen: We refer to our Report of Soils Investigation same subject as above dated April 26, 1985. This report dealt with the property referred to as Assessors Parcel No. 203-143-04 in the City of Carlsbad, County of San Diego, State of California. This is to verify that we have reviewed the plans for the proposed addition to the Parish Hall of St. Michael's Episcopal Church prepared by Mr. John P. Landry as their Job. No. 7915 and determined that the recommendations in the Soils Report have been properly incorporated into the plans. Respectfully submitted, fill 1am G. Catlin, RCE 11579 President Distr. (1) Addressee WGC/mln CATLIN AND COMPANY INC. CONSULTING ENGINEERS AND GEOLOGISTS WILLIAM G. CATUN. PmUmt 7853 EL CAJON BOULEVARD TELEPHONE RCE 11579 LA MESA. CALIFORNIA 92041 (619) 698-6633 411 KPOITS AIE SUBMITTED AS THE CONFIDENTIAL PROPERTY OP CLIENTS. AUTHORIZATION FOR PUftllCATION OF OUB REPORTS. CONCLUSIONS. Ot I XT tACTS FROM O« REGARDING THEM IS It ESC tv ED FENDING OUR WRITTEN APPROVAL AS A MUTUAL MOT EOT ION TO ClIENTS. THf MMLIC ANO OURSflVt*. Saint MicheaVs Church April 26, 1985 2775 Carlsbad Blvd. Carlsbad, CA 92008 ATTN: Father Woodridge Subject: Project No. 13E4 Report of Soils Investigation Proposed Addition to Parish Hall 2775 Carlsbad Boulevard Carlsbad, California Gentelmen: In accordance with our conversations with John Carey of Carey Construction and ^ Father Woodridge, Catlin and Company Inc. has performed an investigation of the surface and sub-surface soil conditions at the location of the proposed new construction. The field work was performed on April 23, 1985, by our field engineer accompanied by the undersigned. It is our understanding that the site is to be developed to receive an addition to the existing parish hall. Our investigation revealed that upper soils are loose to medium dense silty sands which are likely to be compressible but non-expansive. It is our opinion that, if the conclusions and recormiendations presented in this report are implemented during site preparation, the site will be suited for the proposed development. This opportunity to be of service is sincerely appreciated. Should you have any questions concerning the following report, please do not hesitate to contact us. Respectfully submitted, William G. Catlin, RCE 11579 President Distr. (1) Addressee (3) Mr. John Carey (Pick-up A.M. 4/29/85) Carey Construction 1996 Milford Place El Cajon, CA 92020 WGC/mln PAGE 2 SAINT MICHEALS/CARLSBAD 13E4 APRIL 26, 1985 TABLE OF CONTENTS PAGE NO, INTRODUCTION — 3 FIELD INVESTIGATION 4 LABORATORY TESTS 5 DISCUSSION, CONCLUSIONS AND RECOWENDATIONS General 7 Conelusions 7 Recommendations 9 LIMITATIONS AND UNIFORMITY OF CONDITIONS 12 DRAWINGS NOS. 1 TO 4, INCLUSIVE APPENDICES A, B, and D PAGE 3 SAINT MICHEALS/CARLSBAD 13E4 APRIL 26, 1985 INTRODUCTION This is to present the findings and conclusions of the soils investigation conducted at the site of a proposed addition to the parish hall located 2775 Carlsbad Boulevard, Carlsbad, California. This property is more particularly referred to as 203-143-04 in the City of Carlsbad, County of San Diego, State of California. It is our understanding that the proposed development will consist of a frame building approximately 28 by 62 feet in plan dimension added to the existing parish hall. The objectives of the investigation were to determine the existing soil conditions and physical properties of the soils so that engineering recommendations could be presented for safe and economical grading of the site and design of the foundations for the proposed structures. In order to accomplish these objectives pits were excavated, undisturbed and loose bag samples were obtained, in-situ field density tests were executed and laboratory tests were performed on these samples. PAGE 4 SAINT MICHEALS/CARLSBAD 13E4 APRIL 26, 1985 FIELD INVESTIGATION Three (3) pits were excavated by hand at the approximate locations shown on the attached Drawing No. 1 titled "Approximate Location of Exploration Sites". The excavations were located in the field by referring to site plan of Saint Micheal's Church Parish Hall Addition prepared by John P. Landry dated 3/20/81 as their Job No. 7915. The exploration excavations were advanced to a depth of 4 feet below the existing ground surface. A continuous log of the soils encountered in the excavations was recorded at the time of exploration, and is shown in detail on Drawing Nos. 2 to 4 each entitled "Summary Sheet". The soils were visually and texturally classified by the Field Identification Procedures set forth in the Unified Soil Classification Chart, a copy of which is attached hereto as Appendix D. Loose bag samples, in-situ field density tests, and undisturbed samples of the predominant soils were obtained in the soils ahead of excavation. The general procedures used in field samplings are described under "Sampling" in Appendix B. PAGE 5 SAINT MICHEALS/CARLSBAD 13E4 APRIL 26, 1985 LABORATORY TESTS Laboratory Tests were performed on representative samples in order to determine their dry densities and moisture contents. The results of these tests are presented on Drawing Nos. 2 to 4, inclusive. COMPACTION TESTS were performed on representative samples of the soils to be excavated to establish compaction criteria. The soils were tested according to the ASTM D1557-78 method of compaction which used 25 blows of a 10 pound ramner falling 18 inches on each of five layers in a four inch diameter 1/30 cubic foot mold. The results of these tests are presented below. Pit No. 1 2 Depth Maximum of Sample Soil Dry Density in Feet Description Ib/cu.ft. 1 Brown Silty Fine Sand 126.4 3 Dark Brown Slightly Silty 127.0 Very Fine to Fine Sand Optimum Moisture Content % Dry Wt. 10.3 10.6 Note that "Maximum Dry Density" denotes that density reached at optimum moisture content using the above mentioned method of compaction. In-situ densities of soils placed by grading can exceed this maximum dry density if the soils have been compacted with more energy than is used in the laboratory test method. Correspondingly, naturally occurring formations may exist at densities greater than the laboratory determined "standard". PAGE 6 SAINT MICHEALS/CARLSBAD 13E4 APRIL 26, 1985 DIRECT SHEAR TESTS were performed to determine the internal resistance a soil offers to shear stress. The shear strength is the maximum shear stress that can be sustained without excessive deformation (strain). The test involves loading a soil sample vertically (normally) and then gradually increasing the horizontal force (stress) until failure results. This is repeated with various vertical loads to define a relationship between vertical (normal) load and shear resistance. This nearly linear relationship is characterized graphically by a cohesion intercept and an angle of internal friction. Note that shear tests are routinely performed on samples that have been saturated and drained to represent the parameters of least soil strength. The results of these tests are presented below. Pit No. 2 Depth of Sample in feet 3 Normal Load in kips/sq.ft. 1 2 4 Shearing Resistance kips/sq.ft 0.87 1.57 2.87 Angle of Internal Friction Degrees 34 Apparent Cohesion Ib/sq.ft. 200 * = Remolded to 90 percent of maximum dry density NO EXPANSION TESTS were performed since we judged that none of the soils were expansive with respect to change in volume with change in moisture content. The general procedures used for the preceding laboratory tests are described briefly in Appendix B. PAGE 7 SAINT MICHEALS/CARLSBAD 13E4 APRIL 26, 1985 DISCUSSIONS, CONCLUSIONS, AND RECOMMENDATIONS GENERAL DISCUSSION AND CONCLUSIONS 1. The site has approximately 200 feet of frontage on Carlsbad Boulevard and Is 300 feet deep along Cedar Avenue with a total area of approximately 1.4 acres. The site slopes gently downward to the west. The site itself has substantial development including an existing church, chapel, classrooms, and parish hall. The area in genral is the "main street" of Carlsbad with commercial development occupying most of the parcels. 2. According to the Soil Survey prepared by the United States Department of Agriculture for San Diego County, the U.S.D.A. soil classification of soils on the site is the Marina Series with a normal profile of about 5 feet of loamy coarse sand (SM) overlying a well graded sand (SW). Depth to hard pan is greater than 5 feet and neither of the soils are plastic. 3. The soil types encountered in this investigation consist of fine to medium sand with various degrees of silt. As much as 3 feet of apparent fill soils or soils disturbed by other menas were encountered. 4. The consistency of fill soils, topsoils, or soils that have been disturbed by other means is not readily predictable. These soils in general may be loose and compressible and because of this lack of consistency, are not considered to be capable of safely and reliably supporting structural loads in their present state of compaction. PAGE 8 SAINT MICHEALS/CARLSBAD 13E4 APRIL 26, 1985 5. All of the soils and other non biodegradable materials may be satisfactorily compacted in fill areas to support the proposed structural loads and/or fills. 6. The medium dense to dense natural soils encountered in all excavation locations are suitable for use as supporting material for the proposed structures and/or fills. 7. None of the soils encountered on the site during the investigation were considered to be sufficiently expansive with respect to change in volume with change in moisture content to warrant special design of foundations and slabs to resist the detrimental effects of expansive soils. 8. We anticipate that grading will be required for development of the property. Structures may be constructed partly in fill and partly in cut provided that the recommendations contained herein are adhered to. 9. No surface nor groundwater was encountered during the investigation, so it is unlikely that water will be encountered during grading or construction unless the work is performed during the rainy season and/or extends well beyond the limits of our exploration. PAGE 9 SAINT MICHEALS/CARLSBAD 13E4 APRIL 26, 1985 RECOMMENDATIONS 1. All of the soils and other non-biodegradable material may be satisfactori ly compacted in fi 11 areas. Recormendations for the PLACEMENT OF FILLED GROUND are presented in the attached Appendix A entitled "Recommended Earthwork Specifications". 2. EXISTING FILL SOILS, topsoils, and/or soils that were disturbed by other means were encountered in all pits to depths of 2 to 3 feet. If the zones containing these disturbed soils are to be below final finish grade and any of the site is to be developed to support traffic or structures on shallow foundations, these soils should be removed, separated from any biodegradable materials, and recompacted to at least 90 percent of maximum dry density in accordance with all the applicable provisions of Appendix A hereto. 3. Both cutting and filling may be required for the development of the property. Present plans appear to anticipate that the structures will be supported entirely on fill. Structures may be FOUNDED PARTLY IN CUT AND PARTLY IN FILL provided that the soil within five feet outside the foundation lines is ripped to a depth of at least 12 inches below the bottom of the foundation or slab (whichever is applicable in the immediate area) and then uniformly recompacted to at least 90 percent of maximum dry density in accordance with Appendix A hereto. 4. It is recommended that the soils within the upper 12 inches below bottom of pavement grade of any proposed STREETS AND/OR PARKING AREAS be uniformly compacted to at least 95 percent of maximum dry density in accordance with the applicable provisions of Appendix A hereto. PAGE 10 SAINT MICHEALS/CARLSBAD 13E4 APRIL 26, 1985 5. Fill soils when uniformly compacted to at least 90 percent of maximum dry density have a SAFE BEARING VALUE for supporting dead plus live loads of 1,800 pounds per square foot for continuous or spread footings, 1 foot in minimum horizontal dimension and placed at a depth of at least 12 inches below the final compacted filled ground surface. Medium dense to dense natural soils found on the site have a safe bearing value for supporting dead plus live loads of 1,900 pounds per square foot for continuous or spread footings 1 foot in minimum horizontal dimension and placed at a depth of at least 12 inches below the final finish grade surface. These bearing values for filled ground may be increased 150 pounds per square foot for each additional foot of depth and 125 pounds per square foot for each additional foot of width over the minimum 12 inches to a maximum of 2,200 pounds per square foot. These values may be increased further by 33 percent for support of dead plus live plus wind or seismic loading. We note here that if you choose to import soils, they may be of different characteristics than these on-site soils. If so, and if these imported soils are placed in the upper 2 feet below the foundations, different soil bearing values may apply. If higher soil bearing values are desired and if it is economically feasible, higher values could be achieved through compacting the top two feet below the bottom of the foundations to at least 95 percent of maximum dry density. 6. The SETTLEMENT of footings designed as discussed above properly embedded in compacted filled ground or dense natural ground and loaded to 1,900 pounds per square foot is estimated to be on the order of 0.15 inch. PAGE 11 SAINT MICHEALS/CARLSBAD 13E4 APRIL 26, 1985 7. In calculating the resistance of soils to lateral movement an allowable PASSIVE EARTH PRESSURE of 300 pounds per square foot may be used at a depth of 1 foot below the lowest adjacent firm natural or properly compacted filled ground surface. At depths greater than 1 foot, the allowable passive earth pressure is 300 pounds per square foot plus 125 pounds per square foot per each additional foot of embedment. A friction factor of .4 times the applied dead load between concrete and soil may also be used. 8. For the design of all retaining walls under 15 feet in height with level nonexpansive backfill, ACTIVE LATERAL EARTH PRESSURES equivalent to 28 pounds per cubic foot fluid pressure may be used. For sloping backfill, or other surcharges please consult this office for parameters. If walls are restrained at their upper ends an additional 100 pounds per square foot of pressure against the wall should be used in design. Especial care should be exercised during construction to prevent excessive pressure from being exerted against these walls from any compaction equipment that may be used in backfilling. The active earth pressure set forth above does not include any hydrostatic pressure. Any hydrostatic pressure resulting from water buildup against the wall should be considered in addition to the equivalent fluid pressure recommended herein. PAGE 12 SAINT MICHEALS/CARLSBAD 13E4 APRIL 26, 1985 LIMITATIONS AND UNIFORMITY OF CONDITIONS 1. The conclusions and recommendations made in this report are based upon the assumption that the soil conditions do not deviate appreciably from those disclosed by the test excavations. If variations are encountered during construction, we should be notified so that we may make supplemental recommendations, if this should be required. 2. Evaluation and utilization of the soil materials for the support of the proposed structures includes investigation of the subsurface conditions, analysis, formulation of recommendations, and inspections during grading. The soil investigation is not completed until the Soil Engineer has been afforded the opportunity for gross examination of the soil in the excavations so that he may make the necessary modifications as needed. We emphasize the importance of the Soil Engineer continuing his services through the inspection of grading including construction of fill and foundation excavation. It is especially important that we review the foundation design. A seemingly minor misinterpretation can render the effect invalid and result in a waste of the efforts that you have made to develop a reliable site. Therefore, if the grading is not inspected and tested by us or if the foundation design of the proposed structures is not reviewed by us, we offer no assurance that any of the recommendations or parameters set forth herein may be relied upon. PAGE 13 SAINT MICHEALS/CARLSBAD 13E4 APRIL 26, 1985 3. Die findings of this report are valid as of the present date. However, changes in the condition of a property can occur with the passage of time, whether they be due to natural processes, or the works of man on this or adjacent properties. In addition, changes in applicable or appropriate standards occur, whether they result from legislation, the broadening of knowledge, or the expectations of the (reasonable) client being served. Accordingly, the findings of this report may be invalidated, wholly or partially, by changes outside of our control. Therefore, this report is subject to review and should not be relied upon after a period of two years. Any supplemental reports and recommendations will automatically become a part of the specifications. The opportunity to be of service is sincerely appreciated. Drawing Nos. 1 to 4, inclusive, and Appendices A, B, and D are parts of this report. Respectfully submitted, William G. Catlin, RCE 11579 President Distr. (1) Adressee (3) Mr. John Carey Carey Construction 1996 Milford Place El Cajon, CA 92020 WGC/mln V *-ty\w~ ic r ^'2*'* ^J - Hnlp #1 SUMMARY SHEET CLIENT: Saint Micheals Episcopal Church 13E4JOB NO: >- u_ UJ CS "v*. "— i LU Q_ O UJ ^ U. h-l—Q_ UJ UJ UJa u. 1 2 3 4 5 6 7 8 9 10 _J UJ Q_ QQ < =>CO Z M i PROJECT NO. 1?F4 DATE: 4-25-85 SOIL DESCRIPTION Dark Brown Silty Fine Sand Moist, Loose, High in Organics Some A/C Chunks FILL \ Dark Brown Slightly Silty Very Fine Fine Sand, Moist, Slightly Dense / to Original Topsoil BOH @ 4.0' NO GROUNDWATER NO REFUSAL QFIELD DENSITY TEST ^CHUNK SAMPLEOBAG SAMPLE LL> t -ji— >- UK/) C£.i— it— i O U-O 8.5 7.7 t- oo CUCCt 109.0 99.5 •1AXIMUM DRYDENSITYLBS/CU FT126.4 127.0 UJ -Z. > OJ-•— ' •— >ZH- H-UJ«a: (jo_J ef.C£ UJ O-UJca z:o_o<J 86.2 78.3 DRAWING NO. 2 Hole #2 SUMMARY SHEET CLIENT: Saint Micheals Episcopal Church 13E4 DATE: 4-25-85 - 1—>- u-LU CD \ > 0£ <S) — • UJ Q- O UJ ^ 1—u_ »-i-D. UJ LU UJO U_ 1 i 2 3 4 5 6 7 9 10 UJ CC _J LU O. CD I§co z; ^^^mJ rnol © © PROJECT NO. 13E4 SOIL DESCRIPTION Dark Brown Silty Fine Sand Very Moistfl High in Organics FILL!,*4J\ Brown Slightly Silty Very Fine to Fine Sand, Very Moist, Slightly Dense Original Topsoil Light Brown to Tan Sand Very Moist, Dense BOH 0 5.0' NO GROUNDWATER NO REFUSAL QFIELD DENSITY TEST A CHUNK SAMPLE QBAG SAMPLE LU t-o: 3 -ih- ^ u!o 11.9 9.1 •-.I— z: oo QiCD 107.1 104.3 MAXIMUM DRYDENSITYLBS/CU FT127.0 RELATIVECOMPACTIONPERCENT84.3 82.1 DRAWING NO. 3 S U M M A R YSH E E T CLIENT: Saint Micheals Episcopal Church ... ... 13E4 DATE: 4-25-85 t—>- u_ 5» Q£ </")•— < UJ O_ Q UJ ^ 1—LI- n:h- i—D. UJUJ UJ O U- 1 2 3 4 5 6 7 8 9 10 tut ft"_J UJ Q. CD CO Z © (fDJj x--i '— '' PROJECT NO. 13F4 SOIL DESCRIPTION Dark Brown Silty Fine Sand, Very Moist,' Loose, High in Organics Brown Slightly Silty Fine Sand, Very Moist, Loose, Some A/C Chunks, Roots FILL V Light Brown Fine Sand, Very Moist, Medium Dense BOH @ 5.0' NO GROUNDWATER NO REFUSAL QFIELD DENSITY TEST A CHUNK SAMPLEQBAG SAMPLE UJ (—a: 30=3—II— >-UJOO CcL,—,— o U-OIE ** 11.6 i— £)U- 1 1 1^^oo O£COC^—J 118.3 >-ce >- i—o t— u. £ 1/1 33 Z O •-• o to X CO^i — i UJ Z-> ot— h- 1— UJ i cC Q^ UJ O-UJ ^*^ J>~ Qc5tj DRAWING NO. 4 CATLIN AND COMPANY INC. CONSULTING ENGINEERS AND GEOLOGISTS 7853 El Cajon Boulevard La Mesa, California 92041 (619) 698-6633 APPENDIX A RECOMMENDED EARTHWORK SPECIFICATIONS 1. GENERAL DESCRIPTION. The objective is to obtain uniformity and adequate internal strength in filled ground by proven engineering procedures and tests so that the proposed structures may be safely supported. The procedures include the clearing and grubbing, removal of existing structures, preparation of land to be filled, processing the fill soils, filling of the land, and the spreading and compaction of the filled areas to conform with the lines, grades, and slopes as shown on the approved plans. The owner shall retain a Civil Engineer qualified in Soil Mechanics (herein referred to as Engineer) to inspect and test the filled ground as placed to verify the uniformity of compaction of filled ground to the specified 90 percent of maximum dry density. The Engineer shall advise the owner and grading contractor immediately if any unsatisfactory conditions are observed to exist and shall have the authority to reject the compacted filled ground until such that as corrective measures are taken, necessary to comply with the specifications. It shall be the sole responsibility of the grading contractor to achieve the specified degree of compaction. 2. CLEARING, GRUBBING, AND PREPARING AREAS TO BE FILLED a. All brush, vegetation and any biodegradable refuse shall be removed, piled, and burned or otherwise disposed of so as to leave the areas to be filled free of vegetation and debris. Any uncompacted filled ground or loose compressible natural ground, shall be removed unless the report recommends otherwise. Any unstable, soft, swampy, or otherwise unsuitable areas shall be corrected by draining or removal, or both. b. The natural ground which is determined to be satisfactory for the support of the filled ground shall then be plowed or scarified to a depth of at least six inches (6"), and until the surface is free from ruts, hummocks, or other uneven features which would tend to prevent uniform compaction by the equipment to be used. PAGE 2 APPENDIX A CATLIN AND COMPANY INC. c. After the natural ground has been prepared, it shall then be brought to the proper moisture content and compacted to not less than 90 percent of maximum density in accordance with the ASTM D1557-78 method which uses 25 blows of a 10 pound rammer falling 18 inches on each of 5 layers in a 4 inch diameter 1/30 cubic foot cylindrical mold. d. Where fills are made on hillsides or exposed slope areas with gradients greater than 10 percent, horizontal benches shall be cut into firm undisturbed natural ground in order to provide both lateral and vertical stability. This is to provide a horizontal base so that each layer is placed and compacted on a horizontal plane. The initial bench at the toe of the fill shall be at least 10 feet in width on firm undisturbed natural ground at the elevation of the toe stake placed at the natural angle of repose or design slope. The Engineer shall determine the width and frequency of all succeeding benches which will vary with the soil conditions and the steepness of slope. 3. MATERIALS AND SPECIAL REQUIREMENTS. The fill soils shall consist of select materials free from vegetable matter, and other deleterious substances, and shall not contain rocks or lumps greater than 6 inches in diameter. This may be obtained from the excavation of banks, borrow pits or any other approved sources and by mixing soils from one or more sources. If excessive vegetation, rocks, or soils with inadequate strength or other unacceptable physical characteristics are encountered, these shall be disposed of in waste areas as shown on the plans or as directed by the Engineer. If, during grading operations, soils are found which were not encountered and tested in the preliminary investigation, tests on these soils shall be performed to determine their physical characteristics. Any special treatment recommended in the preliminary or subsequent soil reports not covered herein shall become an addendum these specifications. The testing and specifications for the compaction of subgrade, subbase, and base materials for roads, streets, highways, or other public property or rights-of-way shall be in accordance with the standards of the governmental agency having jurisdiction. 4. PLACING, SPREADING, AND COMPACTING FILL MATERIALS. a. When the moisture content of the fill material is below that specified by the Engineer, water shall be added in the borrow pit until the moisture content is near optimum to assure uniform mixing and effective compaction. b. When the moisture content of the fill material is above that specified by the Engineer, resulting in inadequate compaction or unstable fill, the fill material shall be aerated by blading and scarifying or other satisfactory methods until the moisture content is near optimum as specified. PAGE 3 APPENDIX A CATLIN AND COMPANY INC. c. After processing, the suitable fill material shall be placed in layers which, when compacted, shall not exceed six inches (6"). Each layer shall be spread evenly and shall be thoroughly mixed during the spreading to insure uniformity of material and moisture in each layer. d. After each layer has been placed, mixed and spread evenly, it shall be thoroughly compacted to not less than the density set forth in paragraph 2c above. Compaction shall be accomplished with sheepsfoot rollers, multiple-wheel pheumatictired rollers, or other approved types of compaction equipment, such as vibratory equipment that is specially designed for certain soil types. Rollers shall be of such design and maintained to such a level that they will be able to compact the fill material to the specified density. Tamping feet of sheepsfoot rollers shall be maintained such that the soil will be compacted rather than sheared by the roller. Rolling shall be accomplished while the fill material is at the specified moisture content. Rolling of each layer shall be continuous over its entire area and the roller shall make sufficient trips to insure that the specified density has been obtained. Rolling shall be accomplished in a planned procedure such that the entire areas to be filled shall receive uniform compactive effort. e. The surfaces of the fill slopes shall be compacted by means of sheepsfoot rollers or other suitable equipment. Compacting operations shall be continued until the slopes are stable and until there is no appreciable amount of loose soil on the slopes. Compacting of the slopes shall be accomplished by backrolling the slopes in increments of 3 to 5 feet in elevation gain or by other methods producing satisfactory results. f. Field density tests shall be taken for approximately each foot in elevation gain after compaction, but not to exceed two feet in vertical height between tests. Field density tests may be taken at intervals of 6 inches in elevation gain if required by the Engineer. The location of the tests in plan shall be so spaced to give the best possible coverage and shall be taken no farther apart than 100 feet. Tests shall be taken on corner and terrace lots for each two feet in elevation gain. The Engineer may take additional tests as considered necessary to check on the uniformity of compaction. Where sheepsfoot rollers are used, the tests shall be taken in the compacted material below the disturbed surface. No additional layers of fill shall be spread until the field density tests indicate that the specified density has been obtained. g. The fill operation shall be continued in 6 inch compacted layers as specified above, until the fill has been brought to the finished slopes and grades as shown on the accepted plans. PAGE 4 APPENDIX A CATLIN AND COMPANY INC. 5. INSPECTION. Sufficient inspection by the Engineer shall be maintained during the filling and compacting operations so that he can verify that the fill was constructed in accordance with the accepted specifications. 6. SEASONAL LIMITS. No fill material shall be placed, spread, or rolled if weather conditions increase the moisture content above permissible limits. When the work is interrupted by rain, fill operations shall not be resumed until field tests by the soils engineer indicate that the moisture content and density of fill are as previously specified. 7. LIMITING VALUES OF NONEXPANSIVE SOILS. Those soils that expand 3.0 percent or less from air dry to saturation under a unit load of 150 pounds per square foot are considered to be nonexpansive. 8. All recommendations presented in the attached report are a part of these specifications. CATLIN AND COMPANY INC. CONSULTING ENGINEERS AND GEOLOGISTS 7853 El Cajon Boulevard La Mesa, California 92041 (619) 698-6633 APPENDIX B SAMPLING (UNDISTURBED DRIVE SAMPLE) The undisturbed drive samples are obtained by forcing a special sampling tube into the undisturbed soils at the bottom of the excavation. The sampling tube consists of a steel barrel, 3.0 inches outside diameter, with a special cutting tip and with a lining of 12 thin brass rings, each 1.0 inch long by 2,42 inches inside diameter. The sampler, connected to a 12 inch long waste barrel, is either pushed or driven approximately 18 inches into the soil and a six inch section of the center portion of the sample is taken for laboratory tests, the soil being still confined in the brass rings, after extraction from the sampler tube. The samples are taken to the laboratory in close fitting waterproof containers in order to retain the field moisture until completion of the test. The driving energy is calculated as the average energy in foot- kips required to force the sampling tube through one foot of soil at the depth at which the sample is obtained. FIELD MOISTURE AND DENSITY (UNDISTURBED DRIVE SAMPLE) The field moisture and density are determined from undisturbed drive samples by the following procedure: a. Carefully trimming the ends of the total sample (5 or 6 rings) such that the ends of the sample coincide with the plane of the ends of the rings. b. Weighing this trimmed sample, deducting the weight of the rings and dividing by the volume included within the rings, results in the wet density of the soil. c. Weighing a representative sample of the contents of one ring before and after drying to determine the moisture content. d. With the moisture content from (c) above and the wet density from (b) above, calculating the dry density of the soil sample. PAGE 2 APPENDIX B CATLIN AND COMPANY INC, SAMPLING (UNDISTURBED CHUNK SAMPLE) An undisturbed chunk sample is a representative piece of the soil mass. The chunk is taken en masse from the stratum being investigated. It is then placed in a waterproof container to retain the field moisture and carefully transported to the laboratory. FIELD MOISTURE AND DENSITY (UNDISTURBED SAMPLING) The field moisture and density of the soil mass is determined by applying the current applicable provisions of ASTM Test Method D1556. In particular, the sampling procedure consists of: a. Leveling the surface of the undisturbed in-place soil mass. b. Setting a special base plate approximately 12 inches square with a 6.5 Inch diameter hole in the middle. c. Removing 5 to 8 pounds of soils through the hole in the base plate without disturbing the remaining soil mass. d. Determining the volume of the hole by filling it with a calibrated sand of known density through a special cone. The weight of sand is determined by the weight "lost" from a measured amount in filling the hole. e. Weighing the soil removed from the hole and thus determining the density of the soil removed. f. Drying a sample of this removed soil in an oven to find the moisture content and thereby determining the dry density of the soil. Soil density relationships for these purposes are based on the dry densities. FIELD MOISTURE AND DENSITY (UNDISTURBED CHUNK SAMPLE) The field moisture and density are determined from undisturbed chunk samples by the following procedure: a. Carefully trimming the sample to remove any loosely adhering soil. b. Inspecting the sample for evidence of disturbance such as cracks or voids that might occur around rock particles. c. Weighing the sample and meticulously coating it with wax. Especial care must be exercised in maintaining the proper wax temperature and dipping time to avoid partial wax saturation of the sample or air bubbles. d. Weighing the waxed sample in air and in water. From these weighings and the known density of paraffin, the volume of the wax, volume of the soil mass and the wet density of the soil mass is computed. PAGE 3 APPENDIX B CATLIN AND COMPANY INC. e. Breaking up the sample to separate out any rock particles larger than 3/4 Inch in nominal dimension. f. Drying a representative portion of the sample and weighing it before and after. From these results and the results of the steps above, the dry density of the soil mass (particles smaller than 3/4 inch) is computed. SHEAR TESTS The shear tests are run using a direct shear machine of the strain control type in which the rate of deformation is approximately 0.05 inch per minute1. The machine is so designed that the tests are made without removing the samples from the brass liner rings in which they are secured. Each sample is sheared under a normal load equivalent to the weight of the soil above the point of sampling. In some instances, samples are sheared under various normal loads in order to obtain the internal angle of friction and cohesion. Where considered necessary, samples are saturated and drained before shearing in order to simulate extreme field moisture conditions. CONSOLIDATION TESTS The apparatus used for the consolidation tests is designed to receive one of the one inch high rings of soil as it comes from the field. Loads are applied in several increments to the upper surface of the test specimen and the resulting deformations are recorded at selected time intervals for each increment. Generally, each increment of load is maintained on the sample until the rate of deformation is equal to or less than 1/10000 inch per hour. Porous stones are placed in contact with the top and bottom of each specimen to permit the ready addition or release of water. EXPANSION TESTS Expansion tests are performed on air dried samples or on samples at optimum moisture content. In the first case, one inch high samples confined in the brass rings are permitted to air dry at 105 degrees for at least 48 hours prior to placing into the expansion apparatus. The sample to be tested at optimum moisture is remolded to 90 percent of maximum dry density at optimum moisture content and placed directly on the expansion apparatus. A unit load of 150 pounds or 500 pounds per square foot is then applied to the upper porous stone in contact with the top of each sample. Water is permitted to contact both the top and bottom of each sample through porous stones. Continuous observations are made until upward movement is less than 1/10000 inch per hour. MAJOR DIVISIONS ^ COARSE GRAINED SOILS (Woro Ihon 50% ofmalarial * LARGE* than No. 200 tiovo•m) FINEGRAINEDSOILS (Mora thon 50% «tmalaria* n SMALLEflIhon No. 200 stovo•no) GRAVELS Moro IMn 90% of oorsa fraction is LARGE* Ihon th* No. 4 tiov* tiio) SANDS Mora Ihon 50% of coorso fraction isSMALLER than In*No. 4 110*0 silt! % CLEAN ;oV. GRAVELS rf; iLitili or no linos ) %V «*» ( GRAVELS ; lAaprtcioalo oml. $ of finoo) % CLEAN SANDS ^ ft.mt.vMlM) £ SANDS ''.-. WITH FINES Jro (ApprsciaM* omt. ^ of fino*) # * SILTS AND CLAYS ^ (LlojuM limit LESS Ihon 50) /f • ' i• SILTS AND CLAYS S (Lio>d timil CHEATER Ihon 90) ./ HIGHLY ORGANIC j ^7 * SOILS * =?OUP V180LS o; ;S GWo; S GP•*• r ;; GM 1°° .;;-;' sw I8" ' SM ix ML ^- - OL :; JMH 8-tjf* ^ OH 72 fiW **' ^U ^_ TYPICAL NAMES liliio or no dnts. Poorly gradtd oravoli or grow*t*sond (niilurvs, |i«l* w no finvt. Silty gravols, grovoi- sond-siil miiturt*. Cloyay grovalt. o/Ovol- sand-day miitwrct. Wtl) grodod tOnds, g/av*lly sonds( littli or no fines. Poorly grod«d sonds or gravelly sands, lillU or np finos. Silty «arid*t sand-till mututM. Cloyoy Mndi. tond-cloy mutwros. liwrgonic sills end vsry tino tonds, rack flour, silly or cloyoy ftno sands or ctoyfty >il*swith i>io,hl plotdcity. Inorganic clays of IOM to mod<um plosiiciiy, gravoiiy clays, tondy cloys, tilty clor«. loan clays'. Organic silt* and organic kilty cloys of low plasticiiy . Inorganic •ills, micacsowi or diotomocfMii " fins undy or nlfy soils. 'sloilte sills. km/game cloys ol tt<gh plosticiiy, fat cloys. Organic clayi of modium la high plasticity, organic \t\\\. foai and othir highly organic toil*. BOUNDARY .CLASStFICATIONS1 Soils pott«tling cMrocUnttic* 0» IMO group! oro combinolions of group symbols. by PARTICLE S t Z E L t M 1 T S SILT OR CLAY SAND r.««0.u-CtMinc GRAVED „,£CO*"M 1 GOBBLES 1 BOULDERS \ MO. 300 N&40 M0.)0 MO.4 %-. 1*"- U. S. STANDARD S I E V F S I I £ UNIFIED SOIL CLASSIFICATION SYSTEM Th» Unified Soil Cla«*t!ttalm SytitHi, Capt olEng.irt««rt, U.S. Army Tochmcot Memorandum Ho. 3-35T,Vol. 1, MorcA,l9S3. <ft«*,»*4 April. I960) CATLIN COMPANY INC. APPENDIX D CITY OF CARLSBAD Inter-Office Correspondence I DATE: -a Attachments:Reply Requested : /(Cr^ Signature: — ^f-i^h^ £LU*/W>a* V ' O REPLY: Date:Si gnature: RECORDING REQUESTED^ AND WHEN RECORDED MAIL TO: CITY OF CARLSBAD 1ZOQ Elm Avenue Carlsbad, CA 92008 Space above this line for Recorder's use. x**""1—Documentary transfer tax: (No Fee CarlsbaZCity^of Parcel No. 203-143-07 rant determining tax-firm name CONTRACT FOR FUTURE PUBLIC IMPROVEMENTS THIS AGREEMENT is made by the City of Carlsbad, a municipal corporation, hereinafter referred to as "City", and THE PARISH OF ST. MICHAEL'S BY-THE-SEA EPISCOPAL CHURCH IN CARLSBAD, CALIFORNIA, a California non-profit corporation, hereinafter referred to as "Property Owner". RECITALS; WHEREAS, Property Owner has applied to City for a Building Permit No. 85-53 for the real property hereinafter described, now under Property Owner's ownership; and WHEREAS, it has been found that said property is not suitable for development in its present condition, however said property would be suitable for development if certain public improvements hereinafter described are constructed and certain irrevocable offers of dedication are made to City; and WHEREAS, the Municipal Code of City and CUP 183 Planning Nam* Sir** RECORDING REQUESTED BY St, Michael's-by-the-Sea Episcopal ChurchP. O. Box 127Carlsbad, California 92008 AND WMKN KCCORDKD MAIL TO fSt. Michael's-by-the-Sea Episcopal Church City *ii«t» 1 j 6-'«00MCDREQUiST0f. ATTORNEY AuoZS 4 am'75 OFFICIAL RECORDSSANDIEOOCOUHTY.CAUKHiftLtYF. BLOOM RECORDER $3.00 r MAIL TAX 1TATEMCNTI TO — . Slr**f AllWt Same as above StoM ,I - — SPACE ABOVE THIS LINE FOR RECORDER'S USE Documentary Transfer Tax $ -0- Computed on full value or property conveyed, or computed on full value less liens and en- cumbrances remaining thereon at time of sale. TZ! .>. ^U^^tuG. */- ATTORNEY -Signature-Of declarant Firm Name \ LICE X*agent) determining tax Corporation Grant Deed D, HAMfLTON & SCR1PPS xxxxx Parcel No. 203-143-04 TO 4O6 CA (7-08)THIS FORM FURNISHED »Y TITLE INSURANCE AND TRUST COMPANY FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, THE EPISCOPAL DIOCESE OF SAN DIEGO, a non-profit corporation a corporation organized under the laws of the state of California hereby GRANTS to THE PARISH OF ST. MICHAEL'S-BY-THE-SEA EPISCOPAL CHURCH IN CARLSBAD, CALIFORNIA, a California non-profit corporation. the following described real property in the County of San DiegO City of Carlsbad , State of California: That portion of Block 6 in the City of CARLSBAD, in the County of San Diego, State of California, according to Map thereof No. 535, filed in the office of theCounty Recorder of San Diego County, May 2, 1888, described aa follows: Beginning at the most Southerly corner of said Block 6, being the intersection of Cedar Avenue, and Garfield Street; thence Northwesterly along the Northeasterly line of Garfield Street 200 feet; thence at right angles Northeasterly 300 feet to the Southwesterly line of Lincoln Street; thence Southeasterly along t&e South- westerly line of Lincoln Street 200 feet to the intersection of Lincoln and Cedar Avenues; thence at right angles Southwesterly along the Northwesterly line of Cedar Avenue 300 feet to the point of beginning. In Witness Whereof, said corporation has caused its corporate name and seal to be affixed hereto and this instru- ment to be executed by i*» — President and , . jSecretary thereunto duly authorized. Dated: August 14. 1975 THE EPISCOPAL DIOCEgg^OF SAN DIEGO a non-cfit STATE OF CALIFORNIA COUNTY OF SAN DIEGO ss. before me, the under-On AugUSt 14, 1975 signed, a Notary Public in and for said State, personally appeared T*— ".--,*-J "^T TT- . T _r .,„_.„ i. __ 1* - Nam* StrMl RECORDING REQUESTED BY St. Michael's-by-the-Sea Episcopal ChurchP. O. Box 127 Carlsbad, California 92008 AND WHEN MCCOMDKD MAIL TO l~St. Michael's-by-the-Sea Episcopal Church Slot•L j KCOMEDRtQUMTOf ATTORNEY Sue 25 4»nrn OFFICIAL RECORDS _ lAHpmOOCOUNTr.CAUKHARUYF, BLOOM RECORDER $3.00 SPACE ABOVE THIS LINE FOR RECORDER'S USE r MAIL TAX STATEMENTS TO Norn* Str»»l Same as above Documentary Transfer Tax $ -0-Computed on full value ot property conveyed. or computed on full value less liens and en- thereon at time of sale. Slot* I - ~i _ ,brancy re^._^ ^^ , ^Tf(^NEY . -Signature _.of d&clar«it.ia:_ageny determining tax _J Firm Name LUCE( FORWARD, HAMfLTON & SCRIP PS Corporation Grant Deed Parcel No. 203-143-04 TO 406 CA (7-68)THIS FORM FURNISHED BY TITLE INSURANCE AND TRUST COMPANY FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, THE EPISCOPAL DIOCESE OF SAN DIEGO, a non-profit corporation a corporation organized under the laws of the state of California hereby GRANTS to THE PARISH OP ST. MICHAEL'S-BY-THE-SEA EPISCOPAL CHURCH IN CARLSBAD, CALIFORNIA, a California non-profit corporation. the following described real property in the County of San Diego City of Carlsbad , State of California: That portion of Block 6 in the City of CARLSBAD, in the County of San Diego, State of California, according to Map thereof No. 535, filed in the office of the County Recorder of San Diego County, May 2, 1888, described as follows: Beginning at the hiost Southerly'corner of said Block 6, being the intersection of Cedar Avenue, and Garfield Street; thence Northwesterly along the Northeasterly line of Garfield Street 200 feet; thence at right angles Northeasterly 300 feet to the Southwesterly line of Lincoln Street; thence Southeasterly along the South- westerly line of Lincoln Street 200 feet to the intersection of Lincoln and Cedar Avenues; thence at right angles Southwesterly along the Northwesterly line of Cedar Avenue 300 feet to the point of beginning. In Witness Whereof, said corporation has caused its corporate name and seal to be affixed hereto and this instru- ment to be executed by its President and Secretary thereunto dulv authorized. Dated:August 14. 1975 THE EPISCOPAL DIOCES3&0F SAN DIEGO a non-Efit STATE OF CALIFORNIA COUNTY nr SAN DIEGO ss. On AugUSt 14f 1975 before me, the under- signed, a Notary Public in and for said State, personally appeared Robert M. Wolterstorff , known to me to be the President, and Michael Tba Oonzalez known to me to be Secretary of the Corporation that executed the within Instrument, known to me to be the persons who executed the wjthin Instrument on behalf of the Corporation therein named, and acknowledged to me that such Corporation executed the within Instru ment pursuant to its by-laws or a resolution of its board of directors. WITNESS my/Jiand and official seal. Signature J SHIRLEY GUSTAFSON NOTARY PUBLIC Principal Office San Diego Go. tallf. My Commission Expires October 18,1975 Name (Typed or Printed)(This *reA for official notirlal seal) Title Order No_-Escrow or Loan No._ MAIL TAX STATEMENTS AS DIRECTED ABOVE FILE: WORK DOC: SHEET FUTURE IMPROVEMENT AGREEMENT WORKSHEET 1. Parcel No. .(APNf ) -5/7 2. "City", and (Owner of Property) 3. Property Owner has applied to city for &L&&. /%>?/</ (Project #) 4. Code of City and C^y^/gO -^S ~ ''**f attached hereto. (Conditions - Resolution).<94ff& 5. condition of approval of this SiS^** *S Jp ; and (Project #) 6. requeted said fr. s/-> be granted by (approval of Project #) 7. approval of said £££&. rfZrfAf&Z^—^ desires to enter (Project f) 8- Section 1. Property Owner for *^> 77" (Street Name) 9. Section 2. approval of said ^r^ &Sr*"^^r\S is granted. (Project #) 10. before ^V>^yg>2^ X^O , X y<^fe^ or within (Min* 1 yr. from date of agreement) 11. contract is X^y 2?. ~~ ($ (Estimate) (Estimate) 12. Section 3. in the amount o f ^ O^^^XS . plus any future ($ "Estimate) 13. Section 9. (Legal description of property) °, 14. Section 10. Improvements Estimated Costs Subtotal $ +15S Engineering Contingency $ TOTAL COST % w4 3o S^&O AXy^-- <*v -4t?o /* . C. /ey ^^o7 Jr X 20 VJ /o ^Ar^«fe &? 00