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HomeMy WebLinkAbout2747 CARLSBAD BLVD; ; 87-395; PermitDEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009-4859 (619)438-1161 MISCELLANEOUS FEE RECEIPT Applicant Please Print And Fill In Shaded Area Only PLAN ID NO. OWNER Hftfttb OWNER'S CITY ZIP TEL H' 967*0/05'VALIDATION AREA 107-00 CONTRACTOR £O f\PRTMATPn VAI NATION CONTRACTOR'S -7 /\ MAILING ADDRESS / X- 7 PLAN CHECK FFF 001-310-00-00-8821 IF THE APPLICANT TAKES NO ACTION WITHIN 180 DAYS, PLAN CHECK FEES WILL BE FORFEITED. STATE LICENS BUSINESS LICENSE NO. t / /07 SUBDIVISION.LOT(S). LEGAL DESCRIPTION CHECK IF SUBMITTED: 2 ENERGY CALCS 2 1987 ENERGY CALCS FOR NON RESIDENTIAL BLDGS DESCRIPTION OF WORK TlhaKl T" FJ TRUCTURAL CALCS 2 SOILS REPORTS 2 SELF ADDRESSED ENVELOPES DATE GIVEN/ SENT TO APPLICANT DATE CONTACT PERSON LA COSTA LETTER ADDRESS SCHOOL FEE FORM CITY TELJ *P & E CORRECTIONS LIST CERTIFICATE OF OCCUPANCY APPLICANT'S SIGNATURE White - File Yellow - Applicant Pink - Finance Gold - Assessor DEVELOPMENTAL SERVICES 2075 IAS PALMAS DRIVE CARLSBAD, CALIFORNIA 92008 Citp of Cartebab Date: To: March 1988 Ken Emmons 708 4th Street Oceanside, CA 92054 PC#: 87-395 2747 Carlsbad Blv a ted:7/22/87 Subject: Plan Check Expiration Dear Sir: The plan check for your project at: m7 Carlsbad Blvd has become null and void due to limitation of time on: 1/22/88 The provisions of Section 304 (c) of the Uniform Building Code states: Sec. 304 (c) Expiration of Plan Check. Applications for which no permit is issued within ISO days following the date of application shall expire by limitation and plans submitted for checking may thereafter be returned to the applicant or destroyed by the Building Official. The Building Official may extend the time for action by the applicant for a period not exceeding 130 days upon written request by the applicant showing that circumstances beyond the control of the applicant have prevented action from being taken. In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan check fee. We will hold your plans for 10 days at our office for you to pick up, after which time they will be destroyed. If you have any questions please contact the Carlsbad Building Department at 438-1161. Very truly yours, Martin Orenyak Building Official M0:hh DEVELOPMENTAL SERVICES BUILDING DEPARTMENT Date: February I, 1988 To: Ken Emmons 708 4th Street Oceanside, CA 92054 Citpof Cartsbab PC// 87-395 2747 Carlsbad Blvd 2075 LAS PALMAS DRIVE CARLSBAD, CALIFORNIA 92QG3-1SC TELEPHONE (619) 433-1161 Dated 7/22/87 Subject: Plan Check Expiration Our records indicate chat you have not obtained your building permit for which you filed an application on the date shown above. The provisions of Section 304(c) of the Uniform Building Code state: Sec. 304(c) Expiration of Plan Check. Applications for which no permit is issued within 180 days following the date of application .shall expire by limitation and plans submitted for checking may thereafter be returned to the applicant or destroyed by the Building Official. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant showing that circumstances beyond the control of the applicant have prevented action from being taken. In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan check fee. For your convenience, please check the appropriate box below indicating your intencions and return this letter to the address above. Project abandoned. I will pick up plans in. 1Q days Signature Date Project abandoned, plans may be destroyed. Signature Date Maxir.u.T. ISO-dav ti~e extension requested for the following reason: Signature Dace If vou have ar.v Questions , 3lease contact che Carlsbad ouildir.g Desartr.enz at 433-1161. ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 02123 (619) 560-1468 DATE: JURISDICTION: PLAN CHECK NO: OP- PROJECT ADDRESS: Z~?H"7 PROJECT NAME: FS) \/ A-Ot»T7ONJ CHECKERQFILE COPY [jUPS fj 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 are resolved and D checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: 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: REMARKS: Telephone #Q By : ,Enclosures: ESGIL CORPORATION ir Date DJM PROJECT ADDRESS! TO: CtU(H £ PLAN CORRECTION SHEET Plan* Check No. Date plena received by the Jurisdiction^ Date plans received by plan checkerJ& I"Z-81 ~ft 7 Date initial plan check completed 8v •nmnjoRDi PLCASC READ 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 Department, Engineering Department or other departments. The items circled below need clarification, modification or change. All circled items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 <c)f of the Uniform Building Code, .the approval of the plans does not permit the violation of any state, county or city law. A. PLANS Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to; gl*?OHL f r*£ fr-2-Q ft_jr 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. 137 TTtt^ A to \ /V 7 , PS flV )£> of= OP TTfF-OP ETLOU : i F- TO /r, ESGIL CORPORA™i9320 CHESAPEAKE DR.. SUITE 2i fM SAN DIEGO, CA 92123 TTtt^£- (619)560-1468 DATE: _ UDMJURISDICTION: 6JTV PLAN CHECK NO: JTEH PROJECT ADDRESS: ^7^-T7 J^tf-UhP&JO SLN/K? . PROJECT NAME; 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 I _ I with the jurisdiction's building codes when minor deficien- cies identified ___ _ are resolved and checked by burlding- department, staff". D The plans transmitted: herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. H The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. |%jj The applicant's copy of the- checfe list has been sent to.:; vo . 70*5 L/T?j~ ST ,£>u?j>*^y^. /A- Arno; Esgil staff :did not advise the applicant- contact person that plan check, has _been completed. . \ Effg.il staff did advise applicant that the plan check has been completed. Person contacted :„ XJP>O g^HHOKJ S _ Date contacted:.- fl/VV'^? Telephone # 7"Z^/~^-^y O REMARKS : Enclosures; ESGIL COBPORATION PROJECT PLAN CORRECTION SHEET Plan? Check No. 37 ' Date plan* received by the jurisdiction Date plans received by plan checker /P/"?-/O~7^rd ~*^ 7 Date JottiaVplan check completed /OJJ3-/8"? By FOREWORD; PLEASE READ Plan check Is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Coda and state laws regulating energy conservation, noise attenuation and access foe the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may hava 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 to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c)f of the Uniform Building Code, .the approval of the plans does not permit the violation of any state, county or city law. A. PUNS ©Please make all corrections on the original tracings and submit two new seta of prints, and any original plan aeta that may have been returned to you by the Jurisdiction, to: g^l^L- t fi0(2, To facilitate rechecklng, please identify, next to each circled Item, the sheet of the plans upon which each correction on this sheet haa been made and return this check sheet with tn« revised plans. TTTF F. -^.H^£_7" DiMFjOgJo/0 ^ A- A- . -STOP'S "2J-1* &,<-+, iM/TTVitJ A?T VJALL- xi~r /itJTD y rii^- , jr HO£T~ 010 TO C=£Mn/M T^t TH-T tjQia42-eLCJ-70)0 •»- 2-f A teO TH-g. ro TTtg. HO A-T" /v pee . ^0(^-3-7010 oe=.So 70 pvr ntg. 2- TO y V, 5 ' ^ o > 1 .An THfl^ O I0I..J A^PJ Jfc*? rtC^-JZJ>JT7^LL>/ TO MOT- ) A--C>)TTt^fT )~o MC£>T" A- B J^oTH- or *T k. ^ D OC-TO feA.. ) OF-"K> : :BUtuflMi fTTfe : rrf/^ 5 8 Jf TO -rfr? DATE: JURISDICTION: PLAN CHECK NO: PROJECT PROJEC ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 2O8 SAN DIEGO. CA 92123 (619) P> D D D D D D CHECKER FILE COPY UPS DESIGNER the builcttng eodea ected where jurisdiction's The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified • are resolved and checked .by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: ' -/SCS W"*- ^T Of F,-\*O6llOE- , CA 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 beer, completed. Person contacted: Date contacted: REMARKS: Ar?t?i Telephone j _SF" F Bv: ESGIL CORPORATION '0 ?/ '//Enclosures : . Provide fire sprinklers Section 506, 507, 508 or 3802. jurisdiction ordinance. See also . When serving more than 100 sprinkler heads, automatic sprinkler systems shall be supervised 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 storyjig^allowad by^gection 702 shall be stories require*^ Section 138. the foundation plan does not comply with the following soil report recommendation(s) for this project 189. Provide notes on the foundation plan listing the soils report recommendations for foundation slab and building pad preparation. 190. 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: the utility trenches have been properly backfilled and compacted, and; and5J Provide prepared civil foundati orcement comply with the report and approved plan". s findings and shall comply with UBC Provide spread footings for concentrated oads designed for 1,000 psf soil bearing or p bearing value as determined by an engineer Chapter 29. Section -905. y on the foundation, plan or structural ations sheet the soil classification, ion index and the design b the foundaLlon; * 192. Show height of all foundation walls. Chapter 23. 3. Show height of retained earth on dation walls. Chapter 23. spec the soils capacity o 187. Provide a letter from the soils engineer confirming thatHhe foundation plan, grading plan and spec if icagtoas^have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans. (When required by the soil report). . 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) (UMT1 16 W23/86 ESGIL CORPORATIOiN 932O CHESAPEAKE DR.. SUITE 2O8 SAN DIEGO. CA 92123 (619) SfiO- DATE: JURISDICTION: c PLAN CHECK NO: PROJECT ADDRESS: PROJECT NAME* ^-F^rTVt }P-f\t~JT~ AOf'?.' F7C/-J •' FILE COPY UPS DESIGNER OGF? _ D D D D a a 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 ; are resolved and checked .by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: PUIL^ r?^ M"^- ^T Q( .^AK-^SuQg- , -".A K-F.M f M M 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: __?lIO V W REMARKS: Telephone I P-I By: ESGIL CORPORATION 4/97 t(Enclosures: HAN CHECK NO. JURISDICTION: 10: S171 CA PROJECT DATA OCCUPANCY: &~^2- BUILDING USE: TYFE OF CONSTRUCTION:^ ACTQAL AREA: ALLOWABLE AREA: STORIES: QOO It,' SPRINKLERS:KJO OCCUPANT LOAD:P . U 'Z REMARKS: PLAH . GENERAL COMMERCIAL Data plans raceived ty Jurisdiction: Date plans received by Esgil Corp. : Date initial plan check completed: By; Applicant contact person: Tel.. ^ FORSUORD:READ 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 Department, Engineering Department or other departments. Present California law mandates that construction comply with Title 2** and the applicable model code editions adopted, with or without changes, by the various state agencies authorized to propose building regulations for enforcement at the local level. Code sections cited are based on the 1982 UBC. The above regulations apply to construction, regardless of the code editions adopted by ordinance at the local level. The circled items listed 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), 1982 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed UP the recheck process^ note on this list for a coov'i where each correction item has been addressed, i.e.. plan sheet, specification, etc. Be sura to enclose the marked UP list± when you submit the revised plans. NOTE: FACE NUMBERS ARE MOT IN SEgilliMCK AS PAGES HAVING NO ITEMS HEEDING CORRECTION WERE DELETED. List No. 30, GENERAL COMMERCIAL, WITHOUT ENERGY OR LOCAL ORDINANCE! OR POLICY SUPPLEMENTS' 4/23/86 FLAMS 1.} Please make all corrections on the original Tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, California 92123, (619) 560-1468. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. 3.V 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 for this project. J\ 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. ^N8. ) Provide a Building Code Data Legend on the "Title Sheet. Include the following code information for each building proposed: ^occupancy Group Description of Use ^ype of Construction Sprinklers: Yes or No /S£ories Height Floor Justification to exceed allowable area 'in Table 5-C. Jdstification to exceed allowable height or stories in Table S-D. SITE FLAK 9.j Provide a fully dimensioned site plan •awn to scale. Show: North arrow, property lines, easements, streets, existing and proposed buildings and structures, location of yards used for allowable increase of building area and dimensioned setbacks. 10. / Provide a statement on the site plan "stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan". W23/86 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. J&. 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 centerlines, and from all adjacent buildings and structures on the site plan. r~\J.4. y Show and dimension on the site plan all ottilding 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. .16./ 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. D. LOCAPOII OK fBDfSKTT When two or more buildings are on the same property, the buildings shall have an assumed property line between them for the purpose of determining the required wall and opening protection and roof cover requirements, per Section 504 (c). An exception is provided if the combined area of the buildings is within the littits specified in Section 505 for a single building. If this exception is used, show how the building(s) will comply with Section 505. Buildings over one story and containing courts shall have an assumed property line for the purpose of determining required wall and opening protection of court walls, per Section 504 (c). See possible exception. Please show how the court walls will be made to comply with Section 504 (c). The exterior walls less than feet to a property line or an assumed property line, shall be _/ fff— . fire-rated construction. Section (a). .t SQ ' 21 ./ Exterior walls shall have a SQinch parapet ien less than /P feet to a property line or an assumed property line (See exception, Section 1709.AT the exterior wall shall have protected oenings (3/4 hour) when closer than feet to a property line or an assumed property line. Section "7 03 (b). , - - _ . ATI .... .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). _-.*?iseceio Eaves over required windows shall be not less than 30 inches from side and rear property* lines. Section 504 (a). 25./ 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. f V?CTE fOOl c.O/Mf 3 4/23/86 i?C Projections over public property must comply with Chapter 45.X Projections may not extend more than one-third Che distance from the exterior wall to the property line or one-third the distance from an assumed vertical plane located where fire- resistive protection of openings is first required, whichever is least restrictive. Section 504 (b). Fire-resistive exterior wall construction shall be maintained through attic areas. Section 4304 (c). &? S Alt* When openings are required to be protected due to location on property, the sum of openings shall not exceed 50 percent of the total area of the wall in each story. Section 504 (b). A covered 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 (i). 3A. Exterior stairways shall not project into yards where protection of openings is required. Section 3306 (n). Q Yards or courts serving as required exits 10 or more occupants must be at least 10 feet wide or have walls of one-hour construction for a height of 10 feet above the court or yard grade. Openings shall be protected by fire- assemblies having a rating of not less than three-fourths-hour. Section 3301 (b) definition and Section 3311 (d). ElX)T Structural elements exposed in walls required to be fire-resistive construction due to location on property must have the same fire-resistive rated protection as the wall, or as required for the structural frame for the type of construction, whichever is greater. Table 17-A footnote 1, and Section 1702. (36.J Openings for scuppers* mechanical equipment Brents, foundation vents and similar openings have to be protected where openings are required to be protected. Table 5-A, Section 03 (b). E. BgTLPIHG AREA y* 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 (a). As shown, the building(s) is/are over area for the Type of Construction shown. Table 5-C. The total floor area of a multi-story building cannot exceed twice the basic area allowed by Table 5-C after increasing the basic area, per Section 506. No single story can exceed the basic area allowed by Table 5-C plus the increases allowed by Section 506. Unless considered a separate story, the floor area of a mezzanine shall be included in calculating the area of the story in which it is located. Section 505 (c). l^L. 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. Section 505 (d). 4 4/23/86 F.11ALLS 3^ Area separation walls may separate portions of a building and allow each portion to be considered a separate building, however, the area separation wall must be four-hour in Type-I, II-F.R., Ill and IV buildings; and two-hour in Type II-one-hour, Type II-N and Type V buildings. Section 505 (e) 1. Openings in four-hour area separation walls are required to be protected with three-hour fire-resistive assemblies, and 1-1/2 hour fire- assemblies in two-hour area separation walls. Section 505 (e) 1. 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 do not extend to the outer edge of horizontal projections, (balconies, roof overhangs, canopies, marquees and architectural projections), the exterior walls, and projecting elements above, must be of one-hour construction 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 assemblies. Section 505 (a) 2. •7. 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. Section 505 (e) 3. area separation walls may terminate 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. 59% 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 , fire-resistive construction 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. In each case, construction supporting the roof/ceiling shall also be one-hour construction. Section 505 (e) 5. W23/86 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 FC 5406). S" See the attached article, "Area Separation Walls Revisited", and incorporate appropriate data and details on your plans. Provide complete details of the area separation wall(s) to show compliance with Section 505 (e) 1-5. 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". Section 4304 (e). 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. 5&~ 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. One additional story would be permitted beyond that shown in Table 5-D if the building is sprinklered throughout and the sprinkler system is not otherwise 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. H.uuns~.LkiJUjJ.OB one-hour fire- resistive construction 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 requirements 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 accordance with Section 1715. Section 508. Provide details of the one-hour fire- resistive construction. Include roof/ceiling assembles, floor/ceiling assembles, wall assemblies, post and beam assemblies, etc. Maintain one-hour fire-resistive wall construction at built-in wall fixtures and behind mailboxes, fire extinguisher cabinets, electric panels exceeding 16 square inches in area, etc. Section 4304 (e). 4/23/86 65": Detail and reference ICBO number or other approval for horizontal fire assembly using trusses. Section 4303 (b) 6. 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 construction or within fire-resistive shafts. &9'T 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 shafts on the plans. Provide construction details showing location of fire dampers and how fire resistivity will be maintained at floors and roofs. Section 1706. Note on the plans that elevator doors must be constructed and installed in the same manner as a -hour fire assembly, even though elevator doors are not identified with fire labels. Detail column fire protection per Table 43-A in the UBC and specify column impact protection in garage areas per Section 4.303 (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 4303 (b) 6.) Detail required protection. Clearly specify minimum thickness of walls and slabs to provide -hour fire-resistive rating per Table 43-B and C. Clearly specify minimum cover for bonded reinforcing at fire-rated floors, fire-rated columns, fire-rated beams. Clearly specify minimum cover for prestressed concrete tendons per Section 4303 (c) 3. 75 .J Detail all plumbing and electrical penetrations 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 (a). 4/23/86 I.AHD rKTT.TMS Foam plastics shall not be used as interior finish except as provided in Section 1712. 79 J When walls and ceiling are required to be :ire-resistive or noncombustible, 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 not to exceed 8 feet in any direction. Section 4203, 1. t^L-E-A6E- ^l^EX-J 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 noncombustible backing or furring strips. Section 4203, 2. OCCDPAHCY SEPARATION Hangers and assembly members of dropped ceilings below a one-hour ceiling assembly shall be noncombustible materials except in Types III and V construction, where fire-retardant treated wood may be used. Section 4203, 2. 82J All interior wall or ceiling finishes less than 1/4 inch thick shall be applied directly against a noncombustible backing unless it is in accordance with an approved tested assembly, "--v Section 4203, 4. ( fU^A-^E^ ^f£C!P^ * 83J Provide a note on the plans or on the finish schedule, "Wall and ceiling materials shall not exceed the flame spread classifications in UBC Table 42-B." required between -hour occupancy separation is 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 from 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). jwr; Provide assemblies in the separation. Section 503 (c). -hour fire-resistive door -hour occupancy The required three-hour rated occupancy separation between B-l and R-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, limitation of number of stories and type of construction ONLY if the fallowing Section 702 conditions are met: 8 4/23/86 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 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. S&C The Type I construction is required to have protected exterior wall openings when located within 20 feet from a property line. Section 1803 (b). In Type I construction, no openings are permitted in exterior walls less than 5 feet from a property line. Section 1803 (b). 9K"A 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. Structural members supporting an occupancy separation must have the sane fire-resistive rating as the separation. Table 5-B, Section 503 (d), Tables 43-A, B, C and Chapter 43. jWT No openings are allowed in a four-hour fire-resistive occupancy separation wall. Section 503 (c). Openings in a three-hour fire-resistive separation shall be protected by a three-hour assembly, and openings may not exceed 25 percent of the length of wall in the story and no single opening shall exceed 120 sq. ft. Section 503 (d), Tables 43-A, B, C and Chapter 43. A two-hour fire-resistive separation shall be not less than two-hour fire-resistive construction. Openings shall be protected by a one and one-half-hour assembly. Section 503 (c), Tables 43-A, B, C and Chapter 43. A one-hour fire-resistive separation shall be not less than one-hour fire-resistive construction. Openings shall be protected by a one-hour assembly. Section 503 (c), Tables 43- A, B, C and Chapter 43. 9?T 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 electrical 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). 9 4/23/86 Usable space under the first story, when constructed of metal or wood, shall be separated from the non-usable 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 noncombustible construction or solid wood core, not less than 1-3/4 inches in thickness. Section 1703. iprr^aShow the basis for the rating of the occupancy separation you propose, i.e., Item number in Table 43-A, B, C; Gypsum Fire-Resistive Design Manual; U.L., etc. 10i7 In all occupancies, floors above the first story having 10 or more occupants, shall have not less than two exits. Section 3303 (a). QExits should have a minimum separation of a-half the maximum overall diagonal dimension of the building or area served. Section 3303 (c). 105; The maximum number of required exits and ' their required separation must be maintained until egress is provided from the structure. Section 3303 (a). 106\Where a required exit enters a yard or court the minimum width of the yard or court shall be 44" and the yard must be unobstructed and lead to a public way. Section 3311 (b), Section 3301 (b). 1&I. Where required exits enter an exit court (see definition, Section 404 and 3301), the exit court must discharge into a public way or exit passageway. The exits from the exit court shall comply with Section 3311 (d) requirements for width, number, and protection of walls and openings when the occupant load exceeds 9. -7 IDS'; Change in width in a exit court shall be effected gradually by a guardrail at least 36 inches high and making an angle of not more than 30 degrees with the axis of the court. Section 311 (b). \X&.. Walls 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). y&. Basements require two exits. Section 3303 (a). Total width of exits in feet shall be 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. X&. No point in the building shall be more than 150 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). 10 4/23/86 Exit doors should swing in the direction of when serving occupant load of SO or more. Section 3303 (d). See doors Cl"? 12lJ A door may open over a stairway landing provided the door, in any position, does not reduce the clear area of the landing, in the direction of travel, to less than one-half the required width of the stairway. 1/2, &f~ Section 3306 (g). pO)f2~ ^115./Exit doors should be openable from the inside tut the use of a key, special knowledge,-or effort. Section 330V (c) [Note that exit doors serving 10 or less occupants may have a night latch, dead bolt, or security chain per Title 2V 2-3303 (c).] ( V^L&M£- 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 V feet. Section 330V (e). \) 2. 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 stairways. Minimum size landings and landing clearances must be provided. Section 3307. \123.Jstairway width must be atleast W inches ^3hen serving mere-Chan. 50 occupants; 36 inches when less than SO; 30 inches when used as a private stairway serving less than 10 occupants. Section 3306 (b). Section.3301 The net dimension (clear width) at doorways should be used in determining exit widths required by Section 3302 (b). Section 330V (e). In consideration of door thicknesses, panic hardware, door swing etc., the required exit widths have not been furnished. See door _ iz<S. U$TD Regardless of occupant load, a floor or anding not more than 1/2 inch below the threshold is required on each side of an exit door. Section 330V (h). 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. U.25J Stairway handrails should not project more Than 3-1/2 inches into the required width. Trim may not project more than 1-1/2 inches. x Section 3306 (b). ( ^1_&A££_ £=)f£.(••'t **i ) X J 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 330S (d). Revolving, sliding and overhead doors are not permitted as exit doors if the occupant load exceeds 9 or the exit door serves a hazardous area. Section 330V (g). 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). U.27J Landings should not be reduced in width more than 7 inches by a door when fully open. Where doors open over landings, the landing sfaal 1 have a length of not less than 5 feet. Section 3306 (g) and Section 330V (h). - ' -'^ ^J ll V/23/86 lafffsfcStairways from upper levels which extend below the level from which egress from the building is provided, shall have an approved barrier to preclude exiting into such lower levels. Section 3306 (h) & 3309 (a). Vertical distances between stairway landings are limited to 12 feet. Section 3306 (i). All interior stairways and ramps shall be enclosed. An enclosure is not required if serving only one adjacent floor and not connected to stairs or corridors serving other floors. Section 3309 (a). d. f. L13lJ Stairway riser must be 4 inches minimum and '-1/2 inches """"'m"m and minimum run shall be 10 inches except in winding, circular or spiral, stairways. Section 3306 (c). ,*£. Occ Exit enclosures should include a corridor on the ground floor extending to the exterior (see exception). Fire-resistive construction should be as required for the exit enclosure, including protected openings. Only exit doors are permitted to open into the corridor. An approved barrier is required at the ground floor to prevent people from accidentally continuing to the lower level. Usable space is not allowed under the stairs. Winding and spiral stairways are 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 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. 4. Occupied floors more than 75 feet above the the highest grade should have all exits from the building in smoke-proof enclosures. Section 3310 (b). 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 determining if a stairway to the roof is required. Section 3306 (o). Note "Doors into exit enclosures shall comply with Section 3309 (c)." c. Doors should be labeled one and one-half-hours or one-hour fire assemblies. 12 4/23/86 t!37.) Handrails are required on each side of iirways. Stairways required to be more than 88 inches wide shall have intermediate handrails. Stairways not over 44 inches wide may have one handrail if not open on both sides. Private stairways (1 tenant), 30 inches or less in height, may have one handrail. 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. ^T" Handrail ends shall be returned or shall 1 terminate in a newel post or safety terminal. Section 3306 (j). PLEJX=g^ ^¥&- 138. 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). • 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). L. iwy; Corridors, and exterior exit balconlies, serving 10 or more occupants must be a minimum 44 inches wide and 7 feet high to the lowest projection. Section 3305 (b). 1*17 When a corridor or exterior exit balcony is accessible to the handicapped, changes in elevation shall be made by means of a ramp. Section 3305 (f). J*z. Corridors serving 30 or more occupants shall have walls and ceilings of one-hour construction except: f u_«« a. b. Corridors greater than 30 feet wide when the occupants or areas served by the corridor have an exit independent from the corridor. Exterior sides of exterior exit balconies. Section 3305 (g). One-hour fire-rated corridors shall have door openings protected by tight-fitting smoke and draft control assemblies rated 20 minutes, except openings in interior walls of exterior exit balconies. Doors shall be maintained self- closing or be automatic-closing by action of a smoke detector per Section 4306 (b), doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides and top. Section 3305 (h). Total area of all openings, except doors, in any portion of an interior corridor, shall not exceed 25 percent of the area of the corridor wall of the room which it is separating from the corridor. Such openings shall be protected by fixed, approved 1/4 inch thick wired glass installed in steel frames. Section 3305 (h). Duct penetrations of fire-rated corridor walls and ceilings shall have fire dampers per Section 4306 (j). 6. 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 degrees F. Section 3305 (h). 13 4/23/86 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). ifttf; cCeilings of combustible materials cannot be suspended below the one-hour corridor ceiling. Section 3305 (g). Corridor walls may terminate at the ceiling only if the ceiling is an element of a one-hour fire-resistive floor or roof system. Section 3305 (g). s* See attached details for approved methods of providing one-hour corridor construction. When two exits are required, dead end corridors and exit balconies are limited to 20 feet. Section 3305 (e). ^ Exterior exit balconies cannot be located in areas where protected openings are required. Section 3305 (i). .153J Exit signs are required fgr exits serving an "occupant load Nodding 56-. Show all required exit sign locations. Section 3314 (a). [l54J Show that exits are lighted with at least one foot candle at floor level. Section 3313 (a). .5. Show that the power supply for exit illumination and exit signs is provided by two separate circuits. (Occupant load exceeds 50 in I occupancies and 100 in H occupancies and 300 in all others). Section 3313 (b) 1. 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. 157. The exit sign locations as shown are not adequate. Provide notes and details to show the elevator will comply with Sections 5101 through 5105. ™ GLAZCTG U59.) Specify on the window schedule the glass type ^•and thickness to show compliance with Table 54-A and B. (16oJ Specify safety glazing for glazing in '^"hazardous locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Section 5406. Glazing, in the same wall plane as a door, must be safety glazing if within 12" of the door and less than 60" above the walking surface, unless the glazing is leaded or faceted glass. Section 5406 (d) 7. 162\ <Glass in excess of 9 sq. ft. with the lowest edge less the 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. 14 4/23/86 in shower and tub enclosures shall be tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor). Section 5406 (d) 5. P. BOOT "-N U.64JA fire-retardant roof covering is required. sptions under-Section 32Q-2-(b)-* [l65.) Specify roof pitch.^ J •* TO - 166% Roof pitch is not adequate for roof covering specified. Specify minimum pitch of _. f167.) Specify roof material and application. L168.1 Specify ICBO, UL or other recognized listing approval number for roof materials not coyerec in UBC. Specify igg£ slope for drainage or design to "?ort accumulated water. Section 3207 (a'•CT TO l70J Show -efrdrains and overflows. Size drains Appendix D of UPC. Section 3207 (a). J^ TO t Show the legal basis to allow roof drainage to flow onto the adjacent property. 172\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 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 compliance with Section 3401 and 5207 or provide ICBO or other recognized approval listing. yrS. Provide plastic roof panel details to show compliance with Section 5206 or provide ICBO or other recognized approval listing. JrTST Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50 percent of the required vent is at least 3 feet above save or cornice vents. Section 3205 (c). \7I. Provide a minimum 22" x 30" (or 30" x 30" if equipment is in attic) attic access opening. Section 3205 (c). Q- ITS^FFire sprinklers are required for any story or basement when the floor area exceeds 1,500 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 3802 (b). ns-TFire ' 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). ISff; 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). 1. Fire sprinklers are required in retail sales rooms where the floor area exceeds 12,000 sq. ft. on any floor or 2^,000 sq. ft. on all floors. Section 3802. 15 W23/86 Provide fire sprinklers Section 506, 507, SOS or 3802. jurisdiction ordinance. See also When serving more than 100 sprinkler heads, automatic sprinkler systems shall be supervised 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. Jf&k. PrProvide 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. :. POTBMPOII 185J Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. Hie report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 2905. 186. Specify on the foundation plan or structural specifications sheet the soil classification, the soils expansion index and the design bearing capacity of the foundation. 187. 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 recommendations in the soil report are properly incorporated into the plans. (When required by the soil report) . 188. The foundation plan does not comply with the following soil report recommendation(s) for this project _ , 189. Provide notes on the foundation plan listing the soils report recommendations for foundation slab and building pad preparation. 190. 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". \191y Provide spread footings for concentrated ^"loads designed for 1,000 psf soil bearing or per bearing value as determined by an engineer-or ^architect. Chapter 29 uo-L-u- 197. 'Show height of all foundation walls. Chapter 23. X 3. Show height of retained earth on all foundation walls. Chapter 23. ytf*. 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, 16 W23/86 X96. Note on plans that surface water will drain from building and show drainage pattern and key elevations. Section 2905 (f). Dimension foundations per Table 29-A. NUMMHOfloomWOMHTID•YTMI - 1 J fMCxMHio* KUMUHOM WMU.ffcWIMI COMCflfTI a n IV UNIT 0 a 10 1W1MO*raoTMO {MOlMI 12 13 ID fMCKMU 6 7 X OifTNMUXUMMTUMCOQHOUMOflMMCt(Mcn«f 12 11 24 8. Show minimum under floor ventilation equal to 1 sq. ft. far each 150 sq. ft. of under floor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c) 6. 2Q9\ Specify that posts embedded in concrete shall ' be pressure treated per UBC Standard No. 25-12. Section 2516 (c) 1. IWtSfc. 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 manufacturer 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 plans that hold down anchors must be tied in place prior to foundation inspection. 2037 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 13 inch clearance from grade to bottom of floor joists and minimum 12 inch clearance to bottom of girders. Section 2516 (c) 2. Show pier size, spacing and depth into undisturbed soil. Table 29-A. Show minimum under floor access of 18 inches by 24 inches. Section 2516 (c) 2. 3. MaSOTOP Show veneer support and connections in Seismic Zones 3 and 4, comply with Section 3002, 4, 5, 6 and Section 2515 (a) regarding ties and *9 wire in horizontal joints or show construction to be per attached sheets 30-1 or 30-2. ^^ Show height and construction details of all masonry walls. Chapter 24. Note that cleanout openings shall be provided at the bottom of all cells to be grout filled over 4' in. a single pour. Cleanout shall be sealed before grouting, after inspection. Section 2414 (a) 8. 2i3^a •r .-«11. Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2212 (j) 3. A. Provide details for damp proofing the foundation walls, below finish grade, where useable space exists on the interior side of the walls. Section 1707 (d). A Show a minimum 2" air space and flashing between planter and building walls. Section 2516 (c) 7. 22tfTsi r /.ft H, Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 5. 22*£ wall bracing. Every exterior wood stud wall and main cross partition shall be braced at each end at least every 25 feet of length with 1x4 diagonal let-in braces or equivalent. Section 2517 (g) 3. Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). . Show double top plate with minimum 48" lap splice. Section 2517 (g) 2. Note cross bridging or blocking. Floor joists and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet* unless both edges are held in line. Section 2506 (g). Show blocking at ends and at supports of "floor joists, and for rafters at exterior walls. Section 2517 (d) 3. larfT s 9. Show solid blocking at ridge line and at exterior walls on trussed roofs. Section 2506 (g), Section 2517 (h). Show double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. 221. Bearing partitions, perpendicular to joists, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joist. Section 2517 (d) 5. 222. Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h) 4. . Show nailing will be in compliance with Table 25-Q. / Show or note fire stops at the following locations per Section 2516 (f): a. in concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall. b. at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; c. in concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the walls under the stairs are unfinished; and d. in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. 18 4/23/86 >22SJ Show stud size and spacing. Maximum ^"allowable stud heights; bearing wall: 2x4 and 2x6 max. 10'; non-bearing: 2 x b max. IV, 2 x 6 max. 20'. Table 25-R-3. i2<SStuds supporting two floors, a roof and ceiling must be3x**or2x6at 16" o.c. Table 25-R-3. 230. Note an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to erection. Section 306 (f). k.231/ Detail all post to beam and post to footing connections and reference the detail to the plan. Section 2S16 (m). 232. Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. 233^ Specify nail size and spacing for all shear ils, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables 25 I, J, K) and Section 4713 (d). /jejOVlK& A; Show 3" x V or 2" x 6" studs in first story of three story building. Table 25-R-3. Provide truss details and truss calculations for this project. 23eJ Provide roof framing plan and floor framing plan. Section 302 (a) 7. l>° DRt^ /2_ j"O (^238 J Specify all header sizes for opening over V . Section 2517 (g) 5. 23*). Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (a) 7. \2W)y Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (9) 7. Lf3 or- AS TTtlb (/z" Show on the plans all structural requirements (leveloped in the structural calculations. 1X1. _*— "357. Provide framing sections through -*\) Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treat wood is used. Section 2516 (c) t*. u43y Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. Section 320 (a) 7. t^2-Ql"i£>* H- TO 19 W 23/86 stud bearing walls, with studs at 2V o.c., require 3 ea. 2 x 4 or 2 ea. 2 x 6 or 2 ea. 3 x u top plates if supporting either floor members or roof trusses that are spaced more than 16" o.c. and do not bear within 5" of the supporting stud. Section 2517 (g) 2. 1245 J Specify plywood grade and panel ^Identification index. Table 25-N. y*6.When roof pitch is less "than 3:12, design ridge as a beam. Section 2517 (h). If foundation cripple wall studs are less than IV framing shall be solid blocking. Section 2517 (g) 4. IJi&CCripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. 3<9, / -«i 9. Show plywood sheathing over exposed eaves, or other weather exposed areas, is exterior grade. Section 2516 (g) 3. Show a weep screed at the foundation plate line on all exterior and stud walls to be stuccoed. Section 4706 (e). Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). ^253 .) Show light and ventilation, for areas customarily used by people, will comply with Section 605. 2541 Provide details of restrooms to show fompliance with Section 510 (b), regarding floors, walls and 255T Provide restrooms for each sex if the number of employees exceeds 4 and both sexes are employed. Section 705 (B occupancy). s~\, 256 J Show unenclosed floor and roof openings, open ^~Snd glazed sides of landings and ramps, balconies or porches more than 30" above grade or floor, and roofs used for other than service to the building have 42" minimum height guardrail, through which a 6" sphere cannot pass, and designed for 20 Ibs. per lin. ft. applied horizontally at top rail (50 Ibs. for exit facilities serving more than 50) . Section 1711. Table 23-B. 257 J Provide note and details on the plans to show compliance with the enclosed Handicapped Access Check List. Handicapped access requirements may be more restrictive than the UBC. 258. Provide mechanical plans, plan details, calculations and completed forms to show compliance with state regulations for energy conservation. 25Q. Provide electrical plans, plan details, calculations and the completed Form 5 to show compliance with state regulations for energy conservation. 20 4/23/86 259V Incorporate in the plans or specifications the attached "Title 2k Mandatory Requirements" and the ''Title 2<t Construction Compliance Statement Requirements". o 4. rte o t260J Please see additional corrections, or remarks, on the following page. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1^68, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact b A-r1 1.2. TTfTvT at Esgil Corporation. Thank you. Enclosures: 0-C. 21 W23/86 Mqg-£L ) ^ 6/V0' K3 F.r^ /to TITLE 24: DISABLED ACCESS REGULATIONS NON-RESIDENTIAL CHECK LIST] AT EACH CIRCLED ITEM, NOTE THE PLAN SHEET THAT SHOWS THE CORRECTION A. JWALXS AND SIDEWALKS (SEC 2-3325) t. Walks and tidewttka shall have a continuous com- mon surface, not interrupted by ttcpt or by abrupt changes in level exceeding Vt inch, and shall be a minimum of 48 inches in width. 2. Surfaces with a slope of less than 6 percent gradient shall be at least as slip-resistant as that described as a medium salted finish. 3. Surfaces with a slope of 6 percent gradient or greater shall be slip-resistant. 4. Surface cross 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 ft 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 rt 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 'A inch may be vertical. When changes in levels greater than ft inch are necessary they shall comply • with ihe requirements for curb ramps. 8. Walks shall be provided with a level area not less than 50 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 swing) toward the walk. 9. All walks with continuous gradients shall have level areas at least 3 feet in length at intervals of at least every 400 feet. sec 2-3326) 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 looted 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 piidcnil 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 or no adjacent hazard exists. 2. Overhanging Obstructions; Any obstructions that overhangs a pedestrian's way ihail be a minimum of SO inches above the walking surface u measured X~*v from the bottom of the obstruction. fl/PARXINC (SEC. 2-7102) I. The following table establishes the number of handi- capped parking spaces required: Total Number of Parking Spaces 1 • 40 41 - 80 81-120 121 - ISO 161-300 301-400 401-500 over 500 Number of Handicapped Parking Spaces Required . . I•j . . 3 . . 5 . . 6 . . 7 . . 1 for each 200 additional spaces provided When less than 5 parking spaces are provided, one shall be 14 (eet wide and lined to provide i 9 foot pjrkinc area and a 5 foot loading and unloading area. 2. Physitally handkupped parking tuaces thai! be lo- cated u near as practical to A primary entrance. If only one space it prtividtrd, it shall be 14 feet wide and lined to pruviUe a 9 (nut parking i/ea and a 5 foot loading *nrl unlojUim wca. When mure than one sp<u.e is provided in lieu of providing a 14 foot wttk ipace for each parking ipate, 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 foot luadinf and unloading area in the center. The min- imum length of each p^rkinc space ihail be I 8 feet. 3. In each parking area, t bumper or curb shall be pro- vided and located in prevent encroachment of cars over the required width ol walkwevs. Also, the ipace shall be i<» located that a handicapped person is not compelled to wheel or walk behind parked cars other tiun their own. Pedestrian way* which are accessible to the physi- cally handicapped shall be provided from each such parking space to realted facilities, including curb cuu or ram pi as needed. Ramps shall not encroach into any parking ipace. EXCEPTIONS: I. Ramps located at the front of physically handicapped parking spaces may encroach into the length of tuch spaces when such encroachment does not limit a handicapped person's capability to leave or enter their vehide thus providing equivalent facilitation. 4. Surface slopes of parking spaces for the physically handicapped shall not exceed 'A Inch per foot in any direction. 5. Entrances to and vertical clearances within parking structures shall have a minimum vertical deannce of 8 feet 2 inches where required for accessibility to handicapped parking spaces. 6. Handle** Mttcinq identification siana snail tim provided »m required 8v Section Z-7l02te) in tne roilovinq locacions? o *. On CM ft. »cn required inq AC Uw «i«ane* to UM /SANITARY FACILITIES (SEC 2-511) Irf-tfhen: separate facilities are provided for non-handi- capped persons of each sex. separate fadlitiei shall be provided for handicapped persons of each sex also. Where unisex facilities are provided for non-handicapped persons, such unisex facilities shall be ided for the handiopped. here sanitary facilities are located on accessible floors of a building, they shall be nude accessible to /•"""NThe physically handicapped. ( 3. JPaasagewmyi leading to unitary facilities shall have a \h_Xclear access width as specified in Chapter 33. All doorways leading to such sanitary fact lilies shall A dear unobstructed opening width of 32 inches. \A level and dear area for a minimum depth qf /60 Inches in the direction at the daor swing 41 fneasured at right aneles to the plane of the 1"ur in its closed position, and 44 inches where :he door swings away from (he level and clear area. ( r accommodation toilet facilities shall Itave the following: clear space measured from the floor to a height of 27 inches above the floor, within the sanitary facility room, of sufficient itze to inscribe a circle with a diameter not IMS than 30 inches, or a clear ipace 56 inches by 63 inches in size. Doors other than the door to the handicapped toilet compartment in any position may encroach fro this space by not more than 12 inches. A water closet fixture located in a compartment shall provide a 28 inch wide dear space from a fixture or a 32-inch wide dear space from a wall at one side of the water closet and a 48 inch long dear 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 ipace ihail be provided in a compartment with the door located at the side. Crab bars shall not project more than 3 inches into the clear ipacc* as specified above. 0f A water closet compartment shall be equipped ' with a door that has an automatic closing device, and ihail have a clear unobstructed opening width of 32 indies when located at the end and 34 inches when located at the tide with the door positioned it an angle of 90 destreei from its closed position. Except for door opening widths and door swings, i clear unobstructed access not lets than 44 inches shall b« provided to water closet compartments designed Cor UM by the handicapped and ihe ipace immediately in front 102385 of a water daset oamaanmeni ihall be not Icsa that 41 inches M measured at nght angles to com* partmeni door in ti* doied position, | Slnql* *ccan*oa»tien toilet facilities afwil tw*« in* rolloainqi rh«r« stall be sufficient span in Uw Uilat roo" For • wwalcMir *mmm- ttrint JO inenw* wide oy 48 men** lonq to >ntar tft* raw wd p«r™»t ttw door to eloa*. fn« veter claaee sneli oe located in a soaee •nicn prwidM a 18 incn •id* el tar *«ace fro« a fl«- tura or a 31 incn vide clear soac* from • ••!! at one sida of tne *»ter claMt and 4* incMe af,el»ar apace in front of UM vata* cloMt. 'la an existing building a angle accommodation toikt facility may have the water closet fixture located in a compartment which provides a dear ipacc of not less than 36 inches wide by 48 inches long in front 0 jf the water dosct. Grab bars located on each side, or one tide of the back of the physically handicapped toilet ttall or compartment ihail be securely attached 33 inches above and parallel to the door. Grab ban at the tide shall be at least 42 inches long with the front end positioned 24 inches in front of the water closet stool and grab ban at the back ihall bcjiot less t. 36 inches lone. ( rXXA^E- 0\ ' The diameter or width of the (ripping surfaces of'a grab bar ihall be !'•* inch to Ift inch or the thape ihall provide an equivalent pipping surface. If grab ban are mounted adjacent to a wall, the space bc^ uveen the wall and the grab ban shall be I ft inches.' Af^A dear floor ipacc 30 inches by 48 inches ihall be s provided in front of a lavatory to allow a forward approach. Such dear floor ipace thall adjoin or overlap aa aeceiible route and shall extend into knee and toe space underneath the lavatory. 9<^where urinals are provided, at least one ihall have a ' dear floor ipace 30 inches by 48 inches in front of the urinal to allow forward approach. tetere facilities for bathing, are provided for th* fMiic, client* ar woioyem. includino, sfwwn. bethtube or locfcen, at leaat one such facility stall co-ply *ath the handi- est* acceM standards) in Section 2-511(a)9. I/* IMI thick identification *y»*als snail be orevided an doers to sanitary facilities. A 12 Incn triangle far «en and 12 incn dia- ••(•r circle far VOMH ie required. l<* ' u IP^ r t AWATER CLOSETS (SEC 5-1502) (l*)Th« height of accessible water doscts (hall be a min- ^-^wnum of 17 inches and a maximum of 19 inches 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 burton ihall be located so they are operable without requiring excessive body movement. r'L-fc-*"*-**E- ~?f?fc^ NALSfSEC 5-1503) here urinals are provided at least one elongated rim at a maximum of 1 7 inchci above the floor is h eontrolt ihall be hand operated, and ihall be mounted no more than 44 inches above the floor. VATORlES (SEC 5-1504) 1. Lavatories ihall be mounted with a clearance of at least 23 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 S inches minimum depth at the top. Toe dearance shall be the tame width and ihall be a minimum of 17 inches deep from the front of the lavatory. 2. JHot water and drain pipes under lavatories ihall be insulated or otherwise covered. There thall be no iharp or abrative turfaces under lavatories. Faucet controls and operating mechanisma thatl be operable with one hand and ihall not require tight traapwii. pinching or twisiinf of the wriit. The force r*«iuired in activate controls ihall be no greater than S ID. Lever-operated. puih-<ypr ind elect ran ically controlled nt«chani»m« are namples of acceptable dcsiffit. Sclf-do*mf valve* arc allowed if the faucet remai.ti open for at leas* 10 teeondt. PAGE 2 DRINKING FOUNTAINS (SEC 5-1507, 2-511) The 11rinking fountain thail be a minimum of 11 inch** in depth and there ihaU be clear Mid unob- structed ipaces under the drinking fountain not leit than 27 inches in height and 18 inches in depth, the depth measurements being taken from the front edge of the fountain. A tide approach drinking fountain Js not acceptable. »T The bubbler ihall be activated by a control which is easily operated by a handicapped penon Mich aa 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 ihall 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 ihall be substantially parallel to the front edge of the drinking fountain. j£ 'Vhcre water fountains are provided, they ihail be lot-tied completely within alcoves, or otherwise poiiaoned 10 as not to encroach into oedcunan VI. RS it HARDWARE (SEC 2-3301, 3304) 1. )AU primary entrances 10 buildings ihall be made accessible to the handicapped. *^_ff- g£J. O f-^ Hand activated door opening hardware ihall be centered between 30 inches and 44 inches above the floor. Latching and locking doors that are hand acti- vated and which are in a path of travel, shall be oper- able with a single effort by lever type hardware, by panic ban, push-pull activating ban. or other hard- ware designed to provide paisage without requiring the ability to grasp (he opening hardware. Lacked exit doors shall operate as above in egress direction. Doon to individual hotel or motel units ihall oper- ate limiUrty, except that when bait and unlatching operation is key operated from corridor or exterior tide of unit door, large bow keyi (2 inch) full bow or l'A inch (half bow) ihall be provided in lieu of lever type hardware on the corridor side. Separate dead lock activation on room tide of corridor doon in hotels or motels ihall have lever handle or large thumb turn in an easily reached location. Width and Heights. 1. Every required exit doorway shall be of a iize ai to permit the installation of a, door not less than 3 feet in width and not less than 6 feet, S inches in heignt. When installed in exit doorways, exit doon ihall be capable of opening at least 90 degrees and ihall be 10 mounted [hat the clear width of the exitway is not less than 32 inches. j*i For hinged doors, the opening width ihall be mea> sured with the door positioned at an angle of 90 degrees from Us dosed position. At leait one of a pair of doors ihail meet this opening width require- ment. Revolving doon ihall not be used aa a required entrance for the physically handicapped. 5.J Maximum effort to operate doon ihall not exceed 8.3 pounds for exterior doon and 5 pounds for interior doors, luch pull or push effort heinn applied at right angles to hinged doors and it the center plane of iliding or folding doors. Compensating devices or automatic door operaton may be utilized to meet the above fundards. When fire doort are required, the maximum effort lo operate the door may be increased not to exceed 15 pounds. Construction. The bottom 10 inches of all doon except automatic and sliding ihail have a smooth uninterrupted iiirface 10 allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. Where aarrow frame doon are used, a 10 inch high imooth panel thail be jnitailed an the push tide of the door, which will allow the door to be opened by a wheelchair footreit without creating a trap or hazardous condition. Threiholdi ihall not exceed Vt inch in height. Where turnstiles are mcd a door or fate that is accessible to the handicapped ihall be provided thin !0 fret. •r* sfi«H a* « level cl**r ir»« on iacH ude «n nit or gmufmom door. Provide 60 inert** clear in tr* direction of Ute door tvinq and ** IWw* on the iid* opooette trw <Mor twinq dtrvetion. ^••umnu* *r« to a* «t ri^tt •nqlea to tKm cioaed door. t^C_/<c 102385 i bWIH X IpJ The wdth af the required level area on the side into inten the door swings shall antend 24 inches past the strut" edge for ••tenor doors and 19 inches peat the strike edge for interior door** The space between two consecutive door openings tn a vestibule serving other than a required eiit itairesy shall provide a ainieMa of 48 inches af clear space fro* any door opening, into the vestibule *nen the door is open 90*. Ooors into a vestibule snail swing in th* saaw direc- tion or they both snail awing »wey fro* tne vestibule. . _ comioots AW air SM.OMIU (-SEC. 2-3305 ) Corridors that e»casd 200 feet in length shell t a. Hsv* a minimm clear width, of *0 incnea j b. Have at 4 csntrai location, a SO incn * M inch fiinieu vneeichair turning/passing soacat or e. Have at * central lacstion, an intervening crass corridor (aunuwa «"); ar d. Have at a central location, an openabla door wnien provide* complying acc**s to an area adjacent to Eh* corridor. (SEC. 2-3306} Handrails shall extend a einueuei of 12 inches beyond the top nosing and 12 inches plus the treed width beyond the bottoe nosing. The handgrip portion af handraila shall bo not less than 1-1/4 inches nor ears than Z incn** In eroaa-ssctional dtpension or the shape shall provide an equivalent gripping surface and shall haw* a ssooth surface with no anaro eomersv The upper approach and the lower tread af escn interior stair and every tread of en tenor stain shell be Mrtwd By a strip of clearly con- trasting color. eC laaat 2 inch** vide, placed parallel to, and not sors than 1 incn frosj th* nose of the sUp ar landing to alert tho visually impaired. (Applies to stair* with Z or wire risers) Open stairway* ae* nut oot«ttt*d. Risers wMll bo sufficiently salid to prevent the ps-**ao* of oojeets larger tnsn 1/4 Inch. Treed surfaces snail bs slip-resistant and snail now* ssooth, rounded or cnos/*r*d uposed edges. Th* lower front edge shall b* beveled or Noeing shell not project more than 1-1/2 inch- past the foe* of the riser beio*. PS (SEC 2-3307) The ilope of a ramp ihaJl not cxcee The top landing) on a ramp te«*( a top landing the landing depth ihail b« nol leu than 42 inches plus the width of the jtoot. /(. The top landing ihaJl have a width not lest than it* --depth. /$. The top landing ihall extend not lev (tun 24 indies beyond the ttrike ade of the door u exterior mnpi IS inches at interior ramps. The bottom landing ihaJl be not leu than 72 itichei deep. Intermediate landings ihall be provided aC turn* and whenever the change ia level ezcecdi 30 inches. Intermediate landing* an straight ramps thall haw a depth of not leu than S'-O". In termed ijte landings on rampi that turn greater than 30 degrees ihaJl b« noc )«• than 6 feet in depth. pi thall be not less than 4 feet wide. Ramp* icrving a primary entrance for an occupant load of 300 or more ihall be not leu than 5 feet wide. Handnili ihall b« placed on «ach ltd* of each runp and ihall mend 12 inches beyond the top and bottom of the ramp. Surface* of rampa thail be ilip retiiunt. PAGE 3 (SCC. 2-11031 At leeot one elevator shall neve a mutimm 1*1 tide car platform af 6 feet 9 inches aide by feet 1 inenea deep vttfl a •untBwa clear •idth af *2 incnea in buildings wore than three •tanas in neiqnt and tn all buildings vhere •elevators are required. Passenger elevators in buildings other then those* required in -to. I above and serving an occupant load af sor* than 50 a/Mil neve a ntniiu* insid* car platfora af ) feet 9 inch** wido by * feet J Inches oaep. Ooors snsll be J feet clear aid* iide-type. ar elevator* in building* other tlun these required in t*. 1 above and serving an occupant lead of lea* Chan JO mail nave a ainiMue inside csr platfor* af 4 feat & inches *iaw ay 4 feet & Inches tfeeo. The door opening snail be at least Test 9 inch** clesr width. All pssaangar elevators snail nov* handrail lo- cated Z fast S inches U 2 feet 10 incnee above the car platfar». Elevator car operation button* need to b* »i th- in eeocn if wn**icha,ic ue*cs and af a type that blind ar partially lighted person* can identify a* required by Section 2-5lQ3(m) «^tfi*elatair lifts shall cowoiy *tth See. 2-5 106 XatncE AREAS (SEC. 2-3303 HFIRE HMSHM. REOUTED OCCUPANCIES) l*^'Cvery «ulti-4tory building vnere access is pro- vided for th* pnysicaily handicspped snail nave dMianated. (tiqnedl roov* at trass on escn flaar to provid* ssfs refuge far tP* handicapped. Asfug* tree* »r* noe required on stories opening to grade ar with eaops to grad* or in stories - used only as service base*ent> ar only far park- ing. PtOCS (SCC. 2-511) I*"* General. If pwoiie telephone* ar* provided, they PViy with Section 2-511(d) receptacles (13, 20 and JO IBBM) shell b* at l«s*t 12 inch** above Che floor. 3-210-50(a) Switch** and controls for lights, appliances, cooling, heating and ventilating equip»ent anell b* net less than J feet nor sore tnsn * fe*t above the floor. Section J-JMM (c) rir* aiars) initiating oevices mall Be 49 inches above tn* floor, ground ar Section J-740-3.1 srecirtc Chapters Z-& througn 2-14 heve specific occueaney feouifmenta for access in addition to Che general requirements listed above. Cwvide note* and de- tail* to cowply *ith__ & I023S5 ESGIL CORPORATION 932O CHESAPEAKE DR., SUITE 2O8 SAN DIEGO. CA 92123 (619) 56O-1468 DATE:> , I''l9)7 JURISDICTION: PLAN CHECK NO:<?)7~ 3>*7 [jPLAN CHECKER QFILE COPY PROJECT ADDRESS: PROJECT NAME : g c AJl.l/.£>M-V P] DESIGNER K?- £/-/ CT"£" L 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 ^^_ are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: PEL-'. -PFT" Esgil staff did not advise the applicant contact person that plan check has been completed. j| Esgil staff did advise applicant that the plan check has been completed. Person contacted; i-^-gjO E.MM"' ' "• Date contacted REMARKS : Telephone By :C\ 'Enclosures ESGIL CORPORATION JURISDICTION;Pate &)&•) *&"? PROJECT ADDRESS; *Z-7H"7 TO; , UTTf / A PLAN CORRECTION SHEET Planf Check No. Date plans received by the jurisdiction Date plans received by plan checker i rZ- Date initial plan check completed rr ./^. "7 By FOREWORD: PLEASE READ 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 Department, Engineering Department or other departments. The items circled below need clarification, modification or change. All circled items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. PLANS© © Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: g/r-/:rij. cr-k?^ a-*,-?,-} C^te^ArV-^ A Y-T t?g . -so ITT: -7 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. " t,0 rOTi rrf i\JT /OT'-> r ) ^ f _ , -rr> i— > f DM rE. , H-en— > it, ^ PL / ./Vs/ rs/ 7T Hit, Date i .Turn sdic-fcion Prepared byt VALUATION AND PLAN CHECK FEE Q Bldg. Dept, p Esgil PLAN CHECK NO. BUILDING ADDRESS IT? APPLICANT/CONTACT xft BUILDING OCCUPANCY f PHONE NO. DESIGNER PHONE 0 TYPE OF CONSTRUCTION CONTRACTOR PHONE BUILDING PORTION f^T-fn^ ... p»^T7Mbf- Kf^TT; AHI9FP e^JM^^ioV /M^£A- roiooEWj- v?r< t.-rri i£r^jWJ2 woo torc.ic Air Conditioning Commercial Residential Res. or Comm. Fire Sprinklers Total Value BUILDING AREA ;flAMT- PT7 b^ 7S71* AWT O-^O^ fc^? VALUATION MULTIPLIER^le^o ^5(^ -ctp # ^b.^o7*' 4 ^ -so 'e @ e • • VALUE fl 1 *o;7JD(o ' - 4 M^',3fl2. •J 1-^jSSS , # rJ ,o^^ ,/ ^7^/afc. ; Fee Adjusted To Reflect D Energy Regulations (Fee x 1.1) Q Handicapped Regulations (Fee x 1.065) Building Permit Fee $ $ Plan Check Fee $ . $ C 0 M HE N TS:>OQ- 8/4/82 tu toO \CQ % 0) V*Jra Q X CO •D<U 0) '><u(X Reviewed By: DateENGINEER! Date: 7'7/?-&7 Plan Check No. &1 '~3?6~ Project Address: Z7*f7 Project Name: Mfi£ft&w Cftf#±S$Q &^& i f CQ Field Check Date: \ By: LEGAL REQUIREMENTS Site Plan LEGEND Item Complete Item Incomplete Your Action - Need; 1,2,3 Numbe r in c i r c I ( indicates ptanchecl number that deficiency was identified D D D D D D D D D "DDD D a *h a a D D D D D D D D D D ana a a 1. Provide a fully dimensioned site plan drawn to scale. Show: Nortl arrow, property lines, easements, existing and propose' structures, streets, existing street improvements, right-of-wa width and dimensioned setbacks. 2. Show on Site Plan: Finish floor elevations, elevations of finis grade adjacent to building, existing topographical lines, existin and proposed slopes, driveway and percent (%) grade and drainag patterns. 3. Provide legal description of property. U. Provide assessor's parcel number. PERMITS REQUIRED Grading 5. Grading permit required. (Separate submittal to Engineerii Department required for Grading Permit). 6. Grading plans in plan check PE . 7. Need the following completed prior to building permit issuanc A. Grading plans signed. B. Grading permit issued, C. Grading completed. D. Certification letter and compaction reports submitted. E. Grading inspected and permit signed off by City Inspect 8. Right-of-Way Permit required for work in public right-of- (e.g., driveway approach, sidewalk, connection to water m;etc). 9. Industrial Waste Permit application required. To be filled completely and returned to Development Processing. FEES REQUIRED r~1 10. Park-in-Lieu fees required. Quadrant: , Fee Per Unit: , Total Fee r~V 11. Traffic impact fee required. Fee Per Unit:^ — , Total Fee: M I I ["1 12- Bridge and Thoroughfare fee required. Fee Per Unit: " ~~~~, Total Fee: I—I LJ 13. Public facilities fee required. l|l2k^ r~* I—,wrF3 i i j—j mt Facilities management fee required. Fee: |—|LJ 15. Additional EDU's required: r^__^__ Sewer connection fee: Sewer permit no. 16. Sewer lateral required: REMARKS: O.K. to issue: Date: If you have any questions about any of the above items identified on this plan check, please call the Development Processing Department at U38-1161. a: UQ. CO UQ.UQ. nan ana ana nan a a PLANNING CHECKLIST Plan Check No. 87-396 Address 2747 CftRl$eft& Type of Project and Use Zone Setback: Front School District: Use Allowed? YES ____r ^ Side <£fC. Rear C^C. San Dieguito Encinitas Carlsbad X NO Discretionary Action Required YES Environmental Required YES Landscape Plan Required YES Comments San Marcos NO Type NO X- NO Coastal Permit Required Additional Comments YES NO OK TO ISSUE DATE *?! 2560 ORION WAY CARLSBAD, CA 92008 TELEPHONE (619)931-2121 Citp of Caritfbab FIRE DEPARTMENT PROJECT ARCHITECT OWNER PLAN CHECK REPORT ADDRESS ADDRESS <1&6 OCCUPANCY CONST. .'ADDRESS "G.AAL$. IAA TOTAL SO. FT. _ DSPRINKLERED [^TENANT IMP. PAGE1 APPROVED DISAPPROVED PLAN CHECKS PHONE . PHONE STORIES APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS: 1. 2. 4. 5. 6. 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: <°iPV Permits are required for the installation of all fire protection systems (sprinklers, stand pipes, dry chemical,* halon, CO*, 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: O Automatic fire sprinklers (Design Criteria: yS Dry Chemical, Halon, COi (Location: D Stand Pipes (Type: Ho an .) D Fire Alarm (Type/Location: Fire Extinguisher Requirements: itf One 2A rated ABC extinguisher for each extinguisher not to exceed 75 feet of travel. B^An extinguisher with a minimum rating of _*/Q_ sq. ft. or portion thereof with a travel distance to the nearest , to be located: Other: 8. Additional fire hydrant(s) shall be provided EXITS 9. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. 10. A sign stating, " This door to remain unlocked during business hours" shall be placed above the main exit and doors £uA<y» **7vCt/^» *r* /^j^fCAr/r^ Trf* /kj*0Am//~ x 11 EXIT signs (6" x %" letters) shall be placed over all required exiits and directional signs located as necessary to clearly indicate the location of exit doors. GENERAL 12. Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall comply with Uniform Fire Code. 13. Building(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. - )f -ifi Comply with regul Plan Examiner Report mailed to architect Met with Date. \.Attach to Plans CARLSBAD FIRE DEPARTMENT PAGE 2 OF ^L PLAN CHECK REPORT PLAN CHECK ti g - g 9.f )( 1**. Drapes and other decorative materials shall be flame retardant. Certification thereof shall be provided. Exits, exit lights, fire alarm stations, hose cabinets and extinguisher locations shall not be concealed by decorative material . l5. Interior finish shall conform with Title /^California Administrative Code regulations. 1 6 . 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 alt openings protected with 3/4 hour self closing and latching assemblies. _ '9- An approved fire alarm or two-way commun feat ion system shaM be provided per Title 2k, California Administrative Code. X 20. An occupant capacity sign, with minimum one inch letters and numbers, shall be posted near main exit ( _ /f _ square feet per person). X 21 . Exit doors shall be openable from the inside without the use of a key or ony special knowledge or effort. X* 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 £0. / ft 23. "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. ,X 26. An "EXIT" sign shall be posted over exit door # f/fi &/ O and directional signs located /?/* &ASTIC / 7~Q O tA.7" T^^^rQ fifflJlft** A-W.A- _ • Show locations on floor plan(s).j yC 27. Approved panic hardware shall be provided on exit doors **"/ cfx/7" /t/f^gAur" ffA**.0 OfJ *5lfQG> Ctf.C.. Show on door schedule. _28. Corridor shall be of one-hour construction with door open- ings protected with 20 minute self closing and latching assemblies. _29- An additional exit door shall be provided in . per Uniform Building Code, Chapter 33- 30. Plan ExamFner Date 2.7.47 It& 2-X. P' t on H^-^c=-f- (2 JA/.WO^ ;'/•?) &QJ)~(1LJ L ~-/Q •S^ * 7. VN r» 2- v- 7 -f ^ 6? O-f 4 Lw**Pk-t,?-t'?r'.*^ir'fcKrf_ (2 /A/ -N- **-,, L • = - X | f & XZ J . 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