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HomeMy WebLinkAbout2100 COSTA DEL MAR RD; LAUNDRY; CB901924; Permit04-07-2009 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Building Permit Permit No:CB901924 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation OccGroup 2100 COSTA DEL MAR RD CBAD CTI Sub Type Lot # $0 00 Const Type Reference # VN Project Title LAUNDRY FACILITY ADDED TO SPA Status Applied Entered By Appr/Issued Inspect Area EXPIRED 12/10/1990 DC Applicant WEAVER, ROBERT Owner SHINTO SPORTS 701 FIRST STREET OCEANSIDE, CA 92054 619 433-1785 Total Fees $0 00 $921 00 Payments To Date $921 00 Balance Due Description Other Fee Inspector FINAL APPROVAL Date Clearance NOTICE Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions" You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired PERMIT APPLICATION ••"' City of Carlsbad Building Department 2075 Las Pa7mas Or , Carlsbad, CA 92009 (Dig) 438-ii6i 1. PERMIT TYPE ~ ^COMMERCIAL | J ^ DTENANT IMPROVEMENT B D INDUSTRIAL QNEW QTENANT IMPROVEMENT c - ORESIDENTIAL DAPARTMENT QCONDO QSINGLE FAMILY DWELLING ^ADDITION/ALTERATION D DUPLEX D DEMOLITION D RELOCATION Q MOBILE HOME Q ELECTRICAL EST VAL PLAN CK DEPOSIT_ VALID BY DATE 0001 o? C-PSHT 921. . sMl , ~sj^9/j 2. PROJECT INFORMATION PLAN CHECK No Wf~/¥0 '/" Address -2,|OC> £ ^ Nearest Cross Streets lo^TA DEL £"5T&6LLA FOR OFFICE USE ONLY V^^'g^ ^OACi Building or suite No ' DI= MAP- CHECK BELOW IF SUBMITTED CJ2 Energy Caics Structural Calcs D? Soils Report Ql Addressed Envelope S ASSESSOR'S PARCEL •—DEsCRipTiou or now EXISTING USE PROPOSED USE 3. // A 5 6. 7 BLDG SQ FTG I 1 f 4""7 6 •^XR FT CONTACT PERSON NAME £.l='>i (SHC-XS^ CITY C3C-i£TX\<vi^lC?t' SIGNATURE APPLICANT D CONTRACTOR NAME pe>BeiXT (/JGTAVsrx. CITY <^C£"AM^ i OS" PROPERTY OWNER CITY C. Aft-t-?>6>AO CONTRACTORNAME .. S S Si J CITY 0*/<6<g,«s/ STATE LIC # SIGNATURE DESIGNER NAME CITY WORKERS' COMPENSATION # OF STORIES ], ADDRESS ^^' F\\^ STATECA ZIP CODE C\~2-C}%'<\. D AGENT FOR CONTRACTOR Q OWNER ADDRESS ""7£> \ CTl \'2^rT' STATE ci-A ZIP CODE "7 2-<^^T 4- OWNER ADDRESS "Z-'^O Cj»5~t: STATE(^A ZIP CODE "^ 2- O O °] ADDRESS STATE ZIP CODE LICENSE CLASS TITLE ADDRESS STATE ZIP CODE rr «-r DAY' TELEPHONE 4^3> $> - 1 ~? 3 "*} ^A^GENT FOR OWNER DAY TELEPHONE OLESSEE QTENANT £ Pet- MA<2- •R.&A^O DAY TELEPHONE DAY TELEPHONE CITY BUSINESS LIC # DATE DAY TELEPHONE STATE LIC # or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab C) INSURANCE COMPANY POLICY NO EXPIRATION DATE Certificate of Exemption I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laus of California SIGNATURE OWNER-BUILDER DECLARATION Owner Builder DeclarationI hereby affirm that I am exempt from the Contractor's License Law for the following reason I as owner of the property or my employees with wages as tneir sole compensation, will do the work and the structure is not intended or offered for sale (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon,, and who does such work himself or through his own employees, provided that such improvements arc not intended or offered for sale If, however, the building or improvement is sold within one year of completion, the owner builder will have the burden of proving that he did not build or improve for the purpose of sale ) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License? Law) f~l I am exempt under Section Business and Professions Code for this reason SIGNATURE DATE COMPLETE THIS SECTION FOR HOH RESIDENTIAL BUILDING PERMITS ONLY Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley Tanner Hazardous Substance Account Act' DYES DNO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district' DYES QN° Is the facility to be constructed within 1,000 feet of the outer boundary of a school site' DYES nNO IF ANY OF THE ANSWERS ARE YES. A FINAL CERTIFICATE OF OCCUPANCY MAY MOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT i CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(1) Civil Code) LENDER'S NAME LENDER'S ADDRESS 10 APPLICANT'S SIGNATUREI certify that I have read the application and state that the above information is correct I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT Expiration Every permit iss'ucd by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the- building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code) OWNER [^CONTRACTOR PHONE APPROVED BY DATE WHITE File YELLOW Applicant PINK Finance City of Carlsbad Community Development DATE: 12/09/91 TO: WEAVER, ROBERT 701 FIRST STREET OCEANSIDE, CA 92054 PLAN CHECK EXPIRATION PC# CB901924 DATE: 12/10/91 ADDRESS: 2100 COSTA DEL MAR RD You have applied to have your plans checked on the date shown above, and you have not obtained your building permit. The provisions of Section 304(d) of the Uniform Building Code state: "Section 304(d) Expiration of Plan Review Applications for which no permit is issued within one year following the date of application shall expire by limitation, and plans and other data submitted for review may thereafter be returned to the applicant or destroyed by the Building Official. In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan review fee." Please check the appropriate box indicating your choice and return this letter to the BUILDING DEPARTMENT. :OJECT ABANDONED. I WILL PICK UP PLANS WITHIN 10 DAYS. PROJECT ABANDONED. PLANS J1AY BE DESTROYED. If you have any questions, please contact the Building Department at (619) 438-1161. DORIS COSMAN Building Department £ 2O75 Las Palmas Drive-Carlsbad, California 92OO9-4859»(619) 438-1161 November 1, 1991 Paul Graham, Vice President La Costa Hotel and Spa Costa Del Mar Rd Carlsbad, Ca 92009 PLANCHECK 90-1924 LAUNDRY Confusion exists in the computer, Paul. It spit out a letter to you talking about the expiration of CB 901680 which is a bakery, and since our computer did not label the plancheck, and the bakery plancheck had been abandoned some time ago, you assumed it was the laundry facility. The laundry number is in the subject of this letter, and it will not expire until December 10, 1991. I am aware of the problems you are having on 90-1924, and to avoid any 1991 worries for you, I am extending the laundry plan check until April 30, 1992. If you need help or have more questions, please contact Carter Darnell in my office, ex 4332. MARTIN ORENYAK, DIRECTOR cd c: Doris Cosman 2O75 Las Palmas Drive Carlsbad California 92OO9 (619) 438-1 161 DATE: 09/30/91 PLAN CHECK EXPIRATION PC# CB901680 DATE: 10/19/91 TO: LA COSTA RESORT AND SPA ADDRESS: 2100 COSTA DEL MAR RD 2100 COSTA DEL MAR ROAD CARLSBAD, CA 92009 You have applied to have your plans checked on the date shown above, and you have not obtained your building permit. The provisions of Section 304(d) of the Uniform Building Code state: "Section 304(d) Expiration of Plan Review Applications for which no permit is issued within one year following the date of application shall expire by limitation, and plans and other data submitted for review may thereafter be returned to the applicant or destroyed by the Building Official. In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan review fee." Please check the appropriate box indicating your choice and return this letter to the BUILDING DEPARTMENT. PROJECT ABANDONED. I WILL PICK UP PLANS WITHIN 10 DAYS. PROJECT ABANDONED. PLANS MAY BE DESTROYED. If you have any questions, please contact the Building Department at (619) 438-1161. DORIS COSMAN EJuilding Department LA COSTA HOTEL AND SPA PAUL GRAHAM VICE PRESIDENT October 28, 1991 PG-3835 Mr. Marty Orenyak Director, Community Development City of Carlsbad 2075 Las Palmas Drive Carlsbad, California 92009-4859 Dear Marty The attached notice was received at my office and I'm not sure I understand why it was sent. I called Ken Chriss, our archi- tect for the laundry and his explanation to me was rather vague. As you know, we have not taken any building permit out for the project simply because the plans are still in plan check. I cannot see how the Building Department can hold us accountable for not obtaining a building permit, when it is completely be- yond our control to do so. It also appears from the notice that we have lost the initial calendar year grace period. Does it mean that we now have to apply for a renewal permit and pay a new plan review fee9 Does the fact that the proposed construction of the new parking lot have anything to do with the notice, as the fill for the laundry site is coming from the parking lot? Additionally, the notice is dated 9/30/91 and I received it three days ago. In any event, I would appreciate some clarifi- cation of the situation. Sincerely, Paul Granam Attachment Notice of Plan Check Expiration dated 9/30/91 COSTA DEL MAR ROAD CARLSBAD CALIFORNIA 92009 6194389111 TELECOPIER 619 438 5866 ESGIL, CORPORATION 9320 CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619) 56O-1468 DATE:Au uL*± JURISDICTION: PLAN CHECK NO:SET;"T~ HECKER COPY UPS DESIGNER PROJECT ADDRESS; PROJECT NAME: L*. £\oo fZi.es (,-ty 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 pr\ -fhe d-ff^AW <,ht*>- _ are resolved and_ checked by building department staff. ^i D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and snould 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 vtho chock list has been sent to: Chriss 1O\ ffrsf St. Esgil staff did not advise the applicant contact person that plan check has been completed. I j Esgil staff did advise^a^p^TicanJ that the plan check has been completed. Pffrson contacted: Date contacted , /Telephone #_ "the. &lan<> /<, By : ESGIL CORPORATION f*j GGA 'UAA DRN QDM Enclosures: gi Cos4g<_ L -7V- net i ~Th& de<.t-cc. £ f / / A/ J I ' ' J d IL5 ^. ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619) 56O-1468 DATE: JL L £6, . JURISDICTION: C^r/^/^W (JPLAN CHECKERQFILE COPY PLAN CHECK NO: qO - igzuf SET; ~T7T~ QUPS [JDESIGNER PROJECT ADDRESS; <3.lD& Ccp<?k-ct&J fl4i>r "' PROJECT NAME; L*.-fy 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: 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: <;u*, S^/;g-^ Date contacted; 7iZr, &s- _ Telephone # V.?5- / 7 REMARKS: By: f\UrrLt(ts£r Enclosures: ESGIL CORPORATION ~rj GGA LJAA DRN QDM JURISDICTION:_Date plans received by plan checker:. PLAN CHECK. NO i PROJECT ADDRESS; 'J'l! Date plan recheck completed; ~7l&*('fl By Kur-j- Cp<rfz<- ot<L/ TO: RECHECK PLAN CORRECTION SHEET 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 disabled access. 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 shown below need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law A. PLANS 0 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: lo facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. I«-case-you-di4-«ofe-keep—a-e-epy -©£—the—ptioE—correction list,—we—have enclosed—those—pages—containing-the-sti 11 outstanding-corrections. Please contact me if you have any questions regarding these items. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans Have changes been made to the plans not resulting from this correction list' Please check. Yes No 7 J~ I T~. •51 Of\ CIO.A s \°['>( gf- lrie_.4-L?^<- It •JS/'Z- rf-f-//J -, k ilv ' 'J -ru C J J Form No RPCS A1290 ESGIL CORPORATION 9320 CHESAPEAKE DR , SUITE 2O8 SAN DIEGO, CA 92123 (619) 56O-1468 DATE:./ft,. JURISDICTION: PLAN CHECK NO: PROJECT ADDRESS ; PROJECT NAME: Let. G&t*.ft'}*, PLAN CHECKER FILE COPY UPS DESIGNER 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 building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected arid resubmitted for a complete recheck. re. The check list transmitted herewith is for your information. o3S The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. r—- The applicant's copy of the check list is enclosed for the •—' jurisdiction to return to the applicant contact person. iii The applicant's copy of the check list has been sent to: -10 \ ^ Esgil staff did not advise the applicant contact person that plan check has been completed. r~~; Esgil staff did advise applicant that the plan check has '" " been completed. Person contacted: Dare contacted: I| REMARKS: Telephone £ By:Enclosures: ESGIL CORPORATION s/ _]GA _:AA LJRN ~_DDM JURISDICTION . I PLAN CHECK NO PROJECT ADDRESS _Date plans received by plan checker is / /V_By f^urr (jx /*-Date plan recheck completed g TO- RECHECK PLAN CORRECTION SHEET 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 disabled access 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 shown below need clarification, modification or change All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec 303(c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law 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 The following items have not been resolved from previous plan reviews The original correction nunber has been given for your reference. Ii ease you did not keep—ar-copy the—prior—&&r-3?ectien list,---have 2.) To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans cnolocod—tnjao—pagco—containing the still cutotanding corrcot-ions Please contact me if you ha\e any questions regarding these items Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made to the plans not resulting from this correction list? Please check. Yes No S.a. na-to-( gf f- o-r fa l^u !& -f-if. t/Jilt f-f 0r~ 8>1, Ths.be f- HI I /c /.. draf-4- c?r\10. 3.5-7, 77>€ L rrj all f. 4=> fkc.fif.f Trif ri Form No RPCS A1290 H TT A<\0. fi-lh/i<J TKx Aid /i of if •^f.jrg /-S d 4- r -fill, 11 • I -he. PLAN CORRECTION SHEET JURISDICTION: , PLAN CHECK NUMBER:_/L. SO, GLEN ADAHEK GAJQf ANGEL O//I wore. MTH &.£.£<. "AT ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619) 56O-1468 DATE: JURISDICTION: PLAN CHECK NO:SET: T- PROJECT ADDRESS: ^[Qp PROJECT NAME; L^ [APPLICANT [JURISDICTION PLAN CHECKER ^ILE COPY QUPSFDESIGNER Lu,*ttn D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I — |I _ I D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified checked by building department staff. are resolved and D 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: |H 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 # 7 By; ESGIL CORPORATION i2/// DGA HAA D RN UDM Enclosures: PLAN CHECK NO. JURISDICTION: _ TO: PROJECT PAIA OCCUPANCY: BUILDING USE: TYPE OF CONSTRUCTION: ACTUAL AREA: ALLOWABLE AREA:<3. H. STORIES: HEIGHT: SPRINKLERS. OCCUPANT LOAD: REMARKS: PLAN CORRECTION SHEET GENERAL COMMERCIAL Date plans received by mnsdiction; Date plans received by Esgil Corp. • I2-//I / Date initial plan check completed- Applicant contact person: e~* l( ___ v\ f i <, Tel H33- 1-1 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 disabled 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, Fire Department or other departments. Present California law mandates that construction comply with Title 2k 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 1988 UBC. The circled items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec. 303 (c), 1988 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 (or a copy) where each correction item has been addressed, i e . plan sheet, specification, etc. Be sure to enclose the marked up list when you submit the revised plans NOTE: PAGE NUMBERS ARE NOT IN SEQUENCE AS PAGES HAVING NO ITEMS NEEDING CORRECTIONS WERE DELETED. List No. 50, GENERAL COMMERCIAL, WITHOUT ENERGY OR LOCAL ORDINANCE OR POLICY SUPPLEMENTS (1988 UBC) A. FLAWS © / 7.) 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 Provide a note with the building data legend stating that yards used for area increases shall be permanently maintained. Indicate on the Title Sheet whether or not a grading permit is required for this project. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1988 UBC, UMC and UPC and 1987 NEC Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in UBC Tables 9-A and 9-B. ~- B. GENERAL 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 California licensed architect or engineer responsible for the plan preparation. Please include the California license number, seal, date of license expiration and the date the plans are signed. Business and Professions vCode. r i Show on the Title Sheet all buildings, structures, walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included" on the site plan or Title Sheet. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: -^Occupancy Group -^Description of Use •^Type of Construction •^"Sprinklers: Yes or No ""Stones "Height #Floor Area }/2. Specify the uses of all rooms or areas. C. SITE PLAN Provide a fully dimensioned site plan drawn to scale. Show north arrow, property lines, easements, streets, existing and proposed buildings and structures. Provide a statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan". Clearly designate on the site plan existing buildings to remain, existing buildings to be demolished, buildings to be constructed under this permit and any proposed future buildings. Clearly designate any side yards used to justify increases in allowable area based on Section 506. Show on the site plan all proposed walls, retaining walls and fences Specify their heights on the plans. Provide construction details if a part of this permit. Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan. f include. "'Justification to exceed allowable area in Table 5-C. (if applicable) ^Justification to exceed allowable height or stories in Table 5-D (if applicable) 2/15/90 I' f Show and dimension on the site flan all building projections including eaves, balconies, cornices and similar appendages extending beyond the exterior walls. Show on the site plan, or provide the grading plans, showing finish floor elevations, elevations of finish grade adjacent to buildings, drainage patterns and locations and gradients of cut or fill slopes. Show dimensioned parking layout including any required disabled access spaces Show the location of any designated flood plains, open space easements, or other development restricted areas on the site plan. D. LOCATION ON PROPERTY more buildings buildings shall are on the same have an assumed f f t i When two or property, the property line between them for the purpose of determining the required wall and opening protection and roof cover requirements, per Section 504 (c). An exception is provided if the combined area of the buildings is within the limits specified in Section 505 for a single building. If this exception is used, show how the building(s) will comply with Section 505. When a new building is to be erected on the same property as an existing building, the location of the assumed property line with relation to the existing building shall be such that the exterior wall and opening protection of the existing building meet the criteria of Table 5-A and Part IV. Section 504 (c). Buildings over one story and containing courts shall have an assumed property line for the purpose of determining required wall and opening protection of court walls, per Section 504 (c). See possible exception. Please show how the court walls will be made to comply with Section 504 (c). The exterior walls less than feet to a property line or an assumed property line, shall be fire-rated construction. Section 03. Exterior walls shall have a 30 inch parapet when less than feet to a property line or an assumed property line. The uppermost 18" of such parapets shall be noncombustible. (see exception, Section 1709.) The exterior wall shall have protected openings (3/4 hour) when closer than feet to a property line or an assumed property line. Section 03. f f- f- i- y. f 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. Eaves over required windows shall be not less than 30 inches from side and rear property lines. Section 504 (a). Combustible projections located where openings are required to be protected shall be heavy timber or one-hour construction. Section 1710. Projections may not extend more than 12 inches into areas where openings are not allowed. Section 1710. Projections over public property must comply with Chapter 45. Projections may not extend more than one-third the distance from the exterior wall to the property line or one-third the distance from an assumed vertical plane located where f ire- resistive protection of openings is first required, whichever is least restrictive. Section 504 (b). Fire-resistive exterior wall construction shall be maintained through attic areas. Section 4304 (c). When openings are required to be protected due to location on property, the sum of openings shall not exceed 50 percent of the total area of the wall in each story. Section 504 (b). A covered pedestrian walkway must comply with the requirements in Section 509. Exterior exit balconies cannot be located in an area where openings are required to be protected. Section 3305 (i). Exterior stairways shall not project into yards where protection of openings is required. Section 3306 (n). Yards or courts serving as required exits for 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). 2/14/90 Structural elements exposed in walls required to be fire-resistive construction due to location on property must have the same fire- resistive rated protection as the wall, or as required for the structural frame for the type of construction, whichever is greater. Table 17-A footnote 1, and Section 1702 Openings for scuppers, mechanical equipment foundation vents and similar openings be protected where openings are vents, have to ue protected required to be protected Table 5-A, Section f t F. 4; 03. E. BOm)D*G AREA 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. 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). A basement need not be included in the total allowable area, provided such a basement does not exceed the area permitted for a one story building. Section 505 (d). AREA SEPARATTnN WAT.T.S 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). 5^. ( If area separation walls do not extend to the outer edge of horizontal projections, (balconies, roof overhangs, canopies, marquees and architectural projections), and the projecting elements contain concealed spaces, the wall shall extend through the concealed spaces to the outer edge of the projecting elements. 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. Walls supporting the exterior walls must be one- hour. Openings in the one-hour walls must be protected with three-fourths-hour assemblies. Section 505 (e) 2. All area separation walls must extend in a continuous straight vertical plane (no horizontal offsets) from the foundation to a point 30 inches above the roof, but may terminate at the underside of the roof sheathing if the roof/ceiling is two-hour construction. Two-hour area separation walls may terminate at roofs of entirely noncombustible construction. Section 505 (e) 3. Two-hour 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. d. The entire building shall have a Class B roof covering or a Special Purpose roof. Section 505 (e) 3. 2/14/90 i- T f f 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 construction. Section 505 (e) 5. one-hour 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: Trusses require two layers of 5/8 inch Type 'X1 drywall, per Item 21-1.1 in Table 43-C.) Parapets of area separation walls shall have noncombustible faces for the uppermost 18 inches, including counterflashing and coping materials. Section 505 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). G. BUmiMG HEIGHT/STORIES Clearly show the maximum building height based on the definition in Section 409. Clearly show if the lower level is a basement or story, based on the definitions in Section 403 and 420. Plot the finish grade (adjacent ground level) on the elevations and dimension the distance to the floor above for story determination. See definition of grade, Section 408. i- 1- H. 6,i- i- 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. FIRE-RESISTIVE CONSTRUCTION Where 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 separation, exterior walls due to location on property, area separation walls, shaft enclosures, corridor protection, stair 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 assemblies, floor/ceiling assemblies, wall assemblies, post and beam assemblies, etc. Detail how one-hour fire-resistive wall construction is maintained at built-in wall fixtures and behind mailboxes, fire extinguisher cabinets, electric panels exceeding 16 square inches in area, etc. Section 4304 (e). Detail and reference I C.B 0. number or other approval for horizontal fire assembly using trusses. Item 21-1.1 in Table 43-C requires 2 layers of 5/8" Type X gypsum wallboard at the bottom chords of trusses. Section 4303 (b) 8. Detail how fire-resistive wall and ceiling protection will be maintained at all duct penetrations such as at bathroom and kitchen hood fans, laundry room fans and dryer vents. Also detail recessed light fixtures. Show duct openings in ceilings, regardless of size, have approved ceiling fire dampers. Section 4303 (b) 6. 2/14/90 75. I. f 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- Resis,tive Design Manual published by the Gypsum Assoc. or U.L. number or item number from Table43-C. UBC Detail water heater vents located inside fire- resis,tive wall construction or within fire- resis>tive shafts. Section 1706 (a). Clearly identify location and hourly fire- resistive rating of vertical shafts on the plans. Provide construction details showing location of - fire t dampers and how fire resistivity will be maintained at floors and roofs. Section 1706 Detail column fire protection per Table 43-A in the IJBC and specify column impact protection in garage areas per Section 4303 (b) 5. As a minimum, show a 11 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. 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). INTERIOR WALL AND CEILING FINISH Foam plastics shall not be used as interior finish except as provided in Section 1712. 86.. 8£. When walls and ceiling are required to be fire-resistive or noncombustible, the finish material shall be applied directly against such fire-resistive or noncombustible construction or to furring strips not exceeding 1-3/4 inches. The furred spaceshall be filled with inorganic or Class I material or fire stopped not to exceed 8 feet in any direction. Section 4203, 1. 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. 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. 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. Section 4203, 4. 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." OCCOFAHCY SEPARATION A J -hour occupancy separation is required between 15-.3. occupancy and the boi \e.r o.r--c^_ occupancy• Table 5-B, Section 503 (d), Tables 43-A, B, C and Chapter 43. (See exceptions in Section 503) 5>e«_ (ABC- S<£.c- -IG>Q, Administrative and clerical offices and similar rooms need not be separated from other occupancies provided they are less than 25 percent of the floor area of the major use and not related to an H-2 or H-3 occupancy. Section 503 (a). Provide / -hour fire-resistive door assemblies in the / -hour occupancy separation. Section 503 (c). i -f- I 2/14/90 T i- 1- 1- 7 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 conditions of Section 702 are met: a. B-l is Type I construction. b. B-l/B-2 is separated by a three-hour occupancy separation. c. B-l is restricted to passenger vehicle storage, entry lobbies, laundry rooms and mechanical equipment rooms (no storage, recreation room, etc.). d. The maximum building height does not exceed the limits in Table 5-D for the least type of construction. The Type I construction is required to have protected openings when located within 20 feet from a property line or centerline of a public way. 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). 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) 2. Tables 43-A, B, C and Chapter 43. Structural members supporting an occupancy separation must have the same fire-resistive rating as the separation. Section 503 (b). 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 (c). 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). 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). 99j Occupancy separation wall penetrations must be either ferrous or copper and fire-stopped. Steel electrical outlet boxes shall not exceed sixteen square inches and further, shall not exceed one hundred square inches per one hundred square feet of wall, may be installed and shall be separated by a horizontal distance of twenty-four inches when on opposite sides of a wall. Section 4304 (e). Clarify that wiring within concealed spaces complies with the Mechanical Code and UBC Section 4305 (e). Ducts penetrating one or two-hour occupancy separation walls must have fire dampers. A fire door is required for three-hour separations. Section 4306 (j). Usable space under the first story shall be enclosed and shall be separated from the non- usable space 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. 10$. Show the basis for the rating of the occupancy separation you propose, i.e , Item number in Table 43-A, B, C; Gypsum Fire-Resistive Design Manual, U L , etc. Unless the entire building is sprinklered, storage areas in excess of 1000 sq. ft. (3000 sq. ft if storage area is sprinklered and not otherwise required to be) in connection with sales occupancies shall be separated from public areas by a one-hour fire-resistive occupancy separation. Section 702 (b) K. EXITS l</2 ici. In all occupancies, floors above the first story having 10 or more occupants, shall have not less than two exits. Section 3303 (a). In areas where the occupant load exceeds , two exits are required. See . Table 33-A. TRooms with more than 10 occupants may have one exit through one adjoining room. Revise exits to comply. Section 3303(e). Exits should have a minimum separation of one- half the maximum overall diagonal dimension of the building or area served. Section 3303 (c). 2/14/90 109*. f f f f 'f r The maximum number of required exits and their required separation must be maintained until egress is provided from the structure. Section 3303 (a) Where a required exit enters a yard 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) 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. Change in width in a exit court shall be effected gradually by a guardrail at least 36 inches high and making an angle of not more than 30 degrees with the. axis of the court. Section 3311 (b). 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). 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. No point in the building shall be more than 150 feet (200 if sprinklered) from an exterior exit, horizontal exit, enclosed stairvay 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 assemblies or when equipped with panic hardware. Section 3304 (b). Exit, doors should swing in the direction of egrees when serving an occupant load of 50 or more or when serving any hazardous area. Section 3304 (b). See doors f 1 Exit doors should be openable from the inside without the use of a key, special knowledge, or effort. Section 3304(c) [Note that exit doors serving 10 or less occupants may have a night latch, dead bolt, or security chain per Title 24, 2-3304 (c).] Exit doors from assembly rooms with 50 or more occupants shall not be provided with a latch or lock unless it is panic hardware. Section 3318 All doors and gates, within the exit path from an assembly room to a public way, shall not be provided with latches or locks unless they are equipped with panic hardware. Section 3318 When additional doors are provided for egress purposes, they shall conform to the width, swing and hardware provisions in Chapter 33. Section 3304(1). Exit doors should be a minimum size of 3 feet by 6 feet 8 inches with a minimum door swing of 90 degrees. Maximum leaf width is 4 feet. Section 3304 (f) and (g). The net dimension (clear width) at doorways should be used in determining exit widths required by Section 3303 (b). Section 3304 (f). In consideration of door thicknesses, panic hardware, door swing, etc., the required exit widths have not been furnished. See door 12*. 1/6. 127. 123. IZ9. Regardless of occupant load, a floor or landing not more than 1 inch (I/2-inch if disabled access is required) below the threshold is required on each side of an exit door Section 3304 (i). When a door landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half its required width. Section 3304 (j). Door landings shall have a. length measured in the direction of travel of not less than 44 inches. Section 3304 (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 3305 (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 3304 (h). 2/14/90 I/O.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. Stairways should Section 3309: be enclosed as specified in L. STAIRWAYS Stairway width must be at least 44 inches when serving 50 or more occupants, 36 inches when less than 50. Section 3306 (b). Eighty inch minimum headroom clearance for stairways should be indicated on the plans. Section 3306 (p). Note that this is from a plane tangent to the stairway tread nosing. Stairway handrails should not project more than 3-1/2 inches into the required width. Trim and stringers may not project more than 1-1/2 inches. Section 3306 (b). Enclosed usable space under interior or exterior stairways should be protected on the enclosed side as required for one-hour fire- resistive construction. Show 2x@ 16" o c. nailers. Section 3306 (m) (n). Landings should not be reduced in width more than 7 inches by a door when fully open Section 3304 (j) Stairways 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 (e). Vertical distances between stairway landings are limited to 12 feet. Section 3306 (i). All interior stairways and ramps shall be enclosed. In other than H and I occupancies, an enclosure is not required if serving only one adjacent floor and not connected to stairs or corridors serving other floors. Section 3309 (a). Stairway riser must be 4 inches minimum and 7 inches maximum and minimum run shall be 11 inches. Section 3306 (c). See the exception for private stairways serving less than 10 occupants. Winding and spiral stairways are permitted only in residential occupancies. Section 3306 (d). f f f i- 1?8 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. c. Doors should be labeled one and one-half hours or one-hour fire assemblies, and noted that the maximum transmitted temperature end point shall not exceed 450 degrees (F) above ambient at the end of 30 minutes of the fire exposure specified in UBC Standard 43-2. d. 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. e. An approved barrier is required at the ground floor to prevent people from accidentally continuing to the lower level. f. Usable space is not allowed under the stairs. Occupied floors more than 75 feet above the highest grade should have all exits from the building in smoke-proof enclosures. Section 3310 (b). In buildings four or more stories, one stairway must extend to the roof. Section 3306 (o) It must be in a smoke-proof enclosure in buildings over 75 feet in height. A first story as allowed by Section 702 shall be included in determining the number of stories when determining if a stairway to the roof is required. Section 3306 (o). 140. 2/14/90 14A.Handrails: 145 14 id. 1/8 d. Handrails are required on each side of stairways. Stairways less than 44" wide or stairways serving one dwelling unit may have one handrail (if not open on both sides). Private stairways (1 tenant) need only have a handrail on one side if 30" or less in height. Handrails shall be 34" to 38" above nosing of treads and be continuous. Except for private stairways, at least one rail shall extend 6" beyond top and bottom risers. All stairs terminating in Section 3306(j) shall have handrails a nev*el or safety post. Note: Where access for the disabled is necessary, Title 24 requires handrails on both sides to extend 12 inches beyond the top nosing and 12 inches plus the tread width beyond the bottom nosing Additionally, handrail height should then be changed to 30"-34". The handgrip portion of all handrails shall be not less than 1-1/2 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). Openings in exterior walls below or within 10 feet, measured horizontally, of an exterior stair shall be protected by self-closing fire assemblies having a three-fourths-hour fire protection rating when the stair serves a floor level having openings in two or more floors below it. See exception above. Section 3306 (1). Buildings four or more stories in height shall have a stairway numbering system complying with Section 3306 (q). M. CORRIDORS Corridors and exterior exit balconies serving 10 or more occupants must be a minimum 44 inches wide and 7 feet high to the lowest projection. Section 3305 (b). 150. t f f f 165. 166. 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). Corridors serving 30 have walls and construction except: or more occupants shall ceilings of one-hour a. Corridors greater than 30 feet wide when the occupants have an exit independent from the corridor. b. Exterior sides of exterior exit balconies c. Corridor walls and ceilings need not be of fire-resistive construction within office spaces having an occupant load of 100 or less when the entire story in which the space is located is equipped with an automatic sprinkler system throughout and smoke detectors are installed within the corridor in accordance with their listing. Section 3305 (g). Exit corridors shall not be interrupted by intervening rooms. Foyers, lobbies or reception rooms constructed as for corridors shall not be construed as intervening rooms. Section 3305(a). 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 v»here 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). Elevators serving more than two stories shall not open into required one-hour exit corridors unless protected by an approved smoke/draft control door system In high rise buildings refer to Section 1807 (h). Section 3305. Duct penetrations of fire-rated corridor walls and ceilings shall have fire dampers per Section 4306 (j). 5/10/90 10 15 i&L 162. H. 1 ids 166. f 0. li One-hour corridors shall not be used as an integral part of a duct system. This includes the space above a dropped ceiling within the one-hour corridor. UMC Section 706 (b). Provide a complete architectural section of the corridor, and exterior exit balcony, showing all fire-resistive materials and details of construction for all floor, walls, roof and all penetrations. Section 3305 (g) Ceilings of combustible materials cannot be suspended below the one-hour corridor ceiling. In types III or V construction fire retardant treated wood may be used. 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). When two exits are required, dead end corridors and exit balconies are limited to 20 feet. Section 3305 (e). If a room with an exhaust fan has a door opening into a rated corridor, show how make- up air will be provided to the room. The door cannot be undercut, nor can a louver in the door be provided. Section 3305(h)l. EXIT SIGMS Exit signs are required since the occupant load exceeds fifty. Show all required exit sign locations. Section 3314 (a). Show two sources of power for the lamps at exit signs. Section 3314(d). Show that exits are lighted with at least a one foot candle at floor level. Section 3313 (a). Show separate sources of power for exit illumination. (Occupant load exceeds 100) Section 3313 (b). i- f The exit adequate. ELEVATORS sign locations as shown are not f 176. Elevator shafts extending through more than two floor levels shall be vented to the outside The area of vent shall be not less than 3 1/2% of the shaft area and a minimum of 3 square feet per elevator. Section 5104. Elevators in high rise with Section 1807(b). buildings shall comply Every elevator lobby or entrance area shall be provided with an approved smoke detector as required by Section 5103(b). Revise the number of elevator cars per hoistway enclosure to comply with Section 5103(a). Provide clear inside elevator as required by U B C. Section Title 24 2-5103(d.l). car dimensions 5103(d) 6 and a. At least one elevator in buildings 4 or more stories in height: 80" by 54", with a 42-inch side slide door. Applies only to: high-rise buildings, A/E/I occupancies, State-owned buildings, residential care homes, hotels, motels, apartments and condominiums. b. Elevator in buildings more than two stories or buildings where disabled access is required to upper level(s): 68" by 54", with a minimum clear door width of 36". c. Elevators other than in (b) above serving less than 50 occupants shall have a minimum inside platform of 4 feet 6 inches by 4 feet 6 inches and a minimum clear door width of 36 inches. Provide notes, details or specifications to show the elevator will comply with UBC Sections 5102-5106 and Title 24 Section 2-5102 through 2-5105. Doors other than the hoistway door and the elevator car door are prohibited at the point of access to elevator car, except doors readily openable from the car side. Section 5106. P. GLASS AND GLAZING Elevators shall be enclosed in a one-hour shaft except in Type I and Type II F R. construction where the elevator shall be in a two hour shaft. Section 1706. Every opening into an elevator shaft enclosure shall be protected by a self-closing fire assembly having a one-hour fire rating in one- hour shafts and one and one-half hours in two hour shafts. Section 1706. f r Specify on the window schedule the glass type and thickness to show compliance with Table 54-A and B. 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) 6. 2/14/90 11 17?. 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. Section 5406 (d) 7 ROOF A Class 32-A. roof covering is required Table lal. Specify roof pitch. 182. Roof pitch is not adequate for roof covering specified. Specify minimum pitch of 183 Specify roof material and application 32. Chapter 189. 19 19JL. 4- 1*3. Specify ICBO, UL or other recognized listing approval nuraber___for roof materials not covered in UBC, eg., (tile^) etc. Specify minimum 1/4 inch per foot roof slope for drainage or design to support accumulated water. Section 3207 (a) and Section 2305 (f). Show roof drains and overflows. Size drains per Appendix D of UPC. Section 3207 (a). Show the legal basis to allow roof drainage to flow onto the adjacent property. B-2 and B-4 occupancies with over 50,000 sq. ft. of undivided area and H-1,2,3,4 or 5 occupancies over 15,000 sq. ft. of single floor area shall have smoke and heat vents per Section 3206. Plastic skylights must be separated from each other by at least 4 feet. Section 5207 (a) 6. Plastic skylights shall not be installed within that portion of a roof located within a distance to property line where openings in exterior walls are prohibited or required to be protected. Section 5207 (a) 7. Provide skylight details to show compliance with Chapter 34 and Section 5207 or provide ICBO or other recognized approval listing. Provide plastic roof panel details to show compliance with Section 5206 or provide ICBO or other recognized approval listing. , Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50 percent of the required vent is at least 3 feet above eave or cornice vents Section 3205 (c). 19/. R. 19 19, Provide a minimum 22" x 30" attic access opening (or 30" x 30" if equipment is in attic) Section 3205 (c). FIRE EXTINGUISHING Fire 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). Fire sprinklers are required in a basement if any portion of a basement is more than 75 feet from openings in an exterior wall. Section 3802 (b). Fire sprinklers are required at the top of rubbish and linen chutes and in their terminal rooms. Chutes extending through three or more floor shall have additional sprinkler heads installed within such chutes at alternate floors. Sprinkler heads shall be accessible for servicing. Section 3802 (b). Fire sprinklers are required in retail sales rooms where the floor area exceeds 12,000 sq. ft. on any floor or 24,000 sq. ft. on all floors or in B-2 retail sales occupancies more than three stories in height. Section 3802. Fire sprinklers are required in H occupancies when exceeding the areas in Section 3802 (f). Provide fire sprinklers in rooms used by the occupants for the consumption of alcoholic beverages when the total area of unseparated rooms exceeds 5000 square feet. For uses to be considered as separated, a one-hour occupancy separation is required. Section 3802 (c). 201. Provide fire sprinklers 20J). Section 506, 507, 508 or 3802. See also jurisdiction ordinance. Note on the plans: "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." Section 3803. 2/14/90 12 Provide class standpipes per Section 3807. A first story as allowed by Section 702 shall be included in determining the number of stories when determining if standpipes are required. Section 3806. FOUNDATION Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 2905. Specify on the foundation plan or structural specifications sheet the soil classification, the soils expansion index and the design bearing capacity of the foundation. Section 2905(c). 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). ^ 206. (207. 206. The foundation following soil this project plan does not comply with the report recommendations) for i- Provide notes on the foundation plan listing the soils report recommendations for foundation slab and building pad preparation. The soils engineer recommended that he/she review the foundation excavations. 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: 1. The building pad was prepared in accordance with the soils report, 2. The utility trenches have been properly backfilled and compacted, and 3. The foundation excavations comply with the intent of the soils report". 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. Show height of all 23. foundation walls. Chapter f 2lfe. 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 2907(a) Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 2905 (f) 216. Dimension foundations per Table 29-A. loors Supported* Stemwall 1 6" 12" 2 8" 15" 3 10" 18" •'•Foundations may support a roof floors. Where only a roof foundation for one floor. in addition to the is supported, use f 2l8. 219. 22jb. 21. 22/2. For buildings adjacent to slopes steeper than 3-1, note on the plans. "On graded sites, the top of any exterior foundation shall extend above the elevations of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus 2 percent." Provide elevations on the site plan to show compliance. Section 2907 (d) 5. Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. Show foundation bolt size and spacing. Foundation bolt size and spacing for shear walls must be clearly shown on the foundation plan. 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. Show adequate footings under all bearing walls and shear walls. Section 2907 (b). 22ft. Show stepped footings for slopes steeper than10. Section 2907 (c).^L Sh / 1rShow minimum 18 inch clearance from grade to bottom of floor joists and minimum 12 inch clearance to bottom of girders. Section 2516 (c) 2 212.Show height of retained earth on all foundation walls. Chapter 23. . Show pier size, spacing and depth into undisturbed soil. Table 29-A. 2/14/90 13 22 228. Show minimum under floor access of 18 inches by 24 inches. Section 2516 (c) 2. Show minimum under floor ventilation equal to a 1 sq. ft. for each 150 sq. ft. of tinder 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. X. MASONRY 22(J. 230. f 23(2. 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. Show height and construction details of all masonry walls. Chapter 24. 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 2310. Provide details for damp proofing the foundation walls, below finish grade, where usable space exists on the interior side of the walls. Section 1707 (d). Show a minimum 2" air space and flashing between planter and building walls. Section 2516 (c) 7. U. FRAMIMG 234. Provide complete structural details on the / plans with cross referencing as needed to show the structural framing will comply with the design calculations and building code requirements. (235) Provide minimum structural specifications en the plans to show that all structural materials--, will comply with the design calculations and / building code requirements. / On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below or sticky back. REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 306 of the Uniform Building Code 237 23 Z3J9. ITEM REQ. IF CHECKED REMARKS SOILS COMPLIANCE PRIOR TO FOUNDATION INSP. 24 STRUCTURAL CONCRETE OVER 2500 PSI PRESTRESSED STEEL FIELD WELDING HIGH STRENGTH BOLTS EXPANSION ANCHORS SPECIAL MASONRY SPRAYED ON FIRE PROOFING PILES/CAISSONS DESIGNER-SPECIFIED OTHER Where special inspection is required for masonry, note on the plans that prism tests shall be performed in accordance with Section 2405. Section 2406(c)l. Show wall bracing. Every exterior wood stud wall and main cross partition shall be braced at each end and at least every 25 feet of length with 1x4 diagonal let-in braces or equivalent. Section 2517 (g) 3. 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(h), 2517. Show blocking at end and at supports of floor joists, and for rafters at exterior walls. Section 2517 (d) 3. Show solid blocking at ridge line and at exterior walls on trussed roofs. Section 2506 (h), Section 2517 (h). 2/14/90 14 Bearing partitions, perpendicular to joists, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joists. Section 2517 (d) 5. 243y. 24/. Show rafter ties, not more than 4 above the ceiling ceiling joists are not parallel, (h) 4. Rafter ties shall be spaced feet on center and be just joists, where rafters and Section 2517 i- Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517(h)5 Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). 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. In buildings having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceiling and floor above so that no concealed space exceeds 1,000 s.f. and no horizontal dimension exceeds 60 L.F. (if space has sprinklers, then 3,000 s.f. and 100 L.F.). Section 2516(f). In buildings having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceiling and roof above so that no concealed space exceeds 3,000 s.f. and no horizontal dimension exceeds 60 L.F. (if space has sprinklers, then 9,000 s.f. and (TOO_L FJ) Section 2516(f). r>e>&- -p r»»-P <-T-«A_ 249. Show double top plate with minunum 48" lap ' splice. Section 2517 (g) 2. 25p. Show nailing will be in compliance with Table ' 25-Q. 2*2. 2/5. f Show stud size and spacing. Maximum allowable stud heights; bearing wall: 2x4 and 2x6 max. 10', non-bearing 2x4 max. 14', 2 x 6 max. 20'. Table 25-R-3. -~*L^ Studs supporting two ceiling must be 3 x 4 Table 25-R-3. floors, or 2 x 6 a roof and at 16" o c Note an A.I T C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 2505. Detail all post to beam and post to footing connections and reference the detail to the plan Section 2516 (m). Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables 25 I, J, K) and Section 4714 (d) __, . Provide trussvdetails and truss calculations for this project. Specify on the plans the truss identification numbers. Provide roof framing plan and floor framing plan. Section 302 (d). 259. Provide framing sections through Section 302 (d). Specify all header sizes for opening over 4' wide. Section 2517 (g) 5. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (d). t t 26£. Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (a) 7. 2*3.In Seismic Zones 3 and 4, the allowable shear values for drywall in Table 47-1 must be reduced 50% for earthquake loading. This does not apply to wind loading. a.c4.-r~T-s'',-nal I f^a /ajf-Jf^ i 2/14/90 15 2(,J. 2(>lf. 2(,L 2(J), 27(6. f 2J3. V. 7- 27,6. 27/6. Show on the plans all structural requirements developed in the structural calculations. 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) 4 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) k Specify plywood grade and panel identification index. Table 25-S-l. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). If foundation cripple wall studs are less than 14", framing shall be solid blocking or the cripple studs sheathed with plywood. Section 2517 (g) 4. Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4- Show plywood sheathing over exposed eaves, or other weather exposed areas, is "bonded with exterior glue." Plywood used for exterior wall covering shall be the exterior type. Section 2516 (g)3, 25l6(i). 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). 277. Parking garages shall have an unobstructed headroom clearance of not less than 7'-0" above the finish floor to any ceiling, beam, pipe or similar construction. Section 702 (b). Provide details of restrooms to show compliance with Section 510 (b), regarding floors, walls and showers If both sexes will be employed and the number of employees exceeds four, provide separate toilet facilities for men and women. If "both sexes will be employed and the total number of employees will not exceed four", and only one restroom is provided, note the words in quotation above on the floor plan. Section 705 f f Show unenclosed floor and roof openings, open and 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. Provide platform and stage construction, including occupancy separations and roof vents, as per Chapter 39 Provide at least one drinking fountain for each floor level in Group A occupancies. Section 605. Show that aisles and seats comply with Sections 3315 and 3316. Buildings housing Group A Occupancies shall front directly upon or have access to a public street not less than 20 feet in width. The access to the public street shall be a minimum 20-foot-wide right-of-way, unobstructed and maintained only as access to the public street. The main entrance to the building shall be located on a public street or on the access way. Section 603 Pedestrian walkway shall 509. comply with Section Lateral bracing for suspended ceiling must be provided. (UBC Table 23-P) Where ceiling is not supporting interior partitions, ceiling bracing shall be provided by four No. 12 gauge wires secured to the main runner within 2 inches of the cross runner intersection and splayed 90 degrees from each other at an angle not exceeding 45 degrees from the plane of the ceiling. A strut (adequate to resist the vertical component from lateral loads) fastened to the main runner shall be extended to and fastened to the structural members of the roof or floor above. These horizontal restraint points shall be placed 12 feet o.c. in both directions with the first point within 6 feet of each wall. Attachment of restraint wires to the structure above shall be adequate for the load imposed. UBC Standard 47-18. TITLE 24 HAHDICAPPED ACCESS 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. 3/28/90 16 X. 285. 286. 287. OOKSERVATIOW Provide mechanical plans, plan details, calculations and completed forms to show compliance with state regulations for energy conservation. Provide electrical plans, plan details, calculations and the completed Form 5 or CF-5 to show compliance with state regulations for energy conservation. Incorporate in the plans or specifications the attached "Title 2k Mandatory Requirements" and the "Title 24 Construction Compliance Statement Requirements" . ADDITIONAL Please see additional corrections, or remarks, on the following page. To speed up the recheck process, note on this list (or a copy) where each correction item has been addressed, i.e , plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describle them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please check. Yes No NOTE: The following provisions are contained in Title 24, Part 2, California Building Code, as adopted and enforced by the State Fire Marshall. They are provided here as a courtesy to assist designers in developing the project documents. All applicable provisions may not necessarily be included. Please direct any questions regarding interpretations of these provisions to the local Fire Department. Walls of corridors and exterior exit balconies in Groups A,E,I,R-1 and C Occupancies having an occupant load of more than six persons and in all other occupancies having an occupant load of 30 or more shall be not less than one-hour fire-resistive construction. Section 3305(g)l. Where exit signs are required by Section 3314(a), approved and listed internally, externally or self-illuminated low-level exit signs complying with Section 3314 shall be required. The bottom of the sign shall be not less than 6 inches nor more than 8 inches above the floor level. For exit way doors, the sign shall be on the door with the closest edge of the sign with 4 inches of the door frame or adjacent to the door. Such signs shall be of a type which is perceptible to the sense of touch. Section 3314(e). Where exit signs are required by Section 3314(a), all exit corridors shall be provided with continuous low-level exit path marking. Approved and listed internally or self- illuminated marking shall be installed at floor level or no higher than 8 inches above the floor level. Such marking shall be of a type which is perceptible to the sense of touch. Section 3314(f). Area separation walls shall not be considered to create separate buildings for the purpose of automatic fire- sprinkler system requirements as set forth in Chapter 38. Section 505 (e)6. EXCEPTION: Buildings separated by continuous area separation walls of four-hour fire- res istive construction without openings. Buildings required to have automatic fire- sprinkler protection as set forth in Section 13113 of the Health and Safety Code (homes for children or the aged) are prohibited from using area separation walls in lieu of automatic fire- sprinkler protection. In educational occupancies, storage and janitor closets shall be of one-hour fire- res istive construction with openings protected by assemblies having at least a three-fourths- hour fire-resistive rating. Section 802(c). t S/8. Section 1807 should be reviewed for all high- rise buildings. The exception in Section 3318 of the UBC has been revised so as to allow the omission of panic hardware at the main exit in churches (by using signage), only when the occupant load of the church is less than 300. If emergency warning systems are required, they shall activate a means of warning the hearing impaired. Flashing visual warnings shall have a frequency of not more than 60 flashes per minute. Section 7204. 3/28/90 17 Xhe jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact Ku.r4(M'V at Esgil Corporation. Thank you. Enclosures: 1. 2. 3. lr, T~ fonr rr .f.fJ- 7 Coi^P /, _,_ ^ I Zf r~n hJ ... ogg/r> <•/&"=, <g>; n "0 S.o "/ lf\ •f. A///no, i ,/ II fl^/r L-l/<t}. f-V 11 ia.jr- €t to' /=//S. A.^ £!/£•/: f H: ±.I f I J Cfhe I / 3/28/90 18 re . f"5 I <L \ T~ fhf ra-f-io •shoyj tAe. r f u rz> ble. J gr'£- ^ Xpg1r In i/f < ft j ^t j _?//> PLAN COKRECXKW SHEEC JURISDICTION:.DAIE;"2- -4 PLAN CHECK KDKBER:_PLAN CHECKER: D GLEK ADAHHC GAKJf ANGEL 10 , Sol AL AND AR£ ^D "To A DEAt Kl6 7 WA-ree. sew,** Aee. TO ee. T DT .unu_ fRAf ffeR -711. 4HoiA>££6 66 UilTVt OIL uwir fe,iv\Pg£ATu££. To no0 IK!Ffed LOAD \ocn AND miOimowi oP CAULUlA-nofJf W f" oseo. ^ ^uipyngAt- >rs TOK'v/Pcf£<L merr^fl u>cAtio/vl , , .» / itag. Iffi-i'g^ /&£>p(o\}ea FLAN CORRECTION SHEET JURISDICTION:. PLAH CHECK KOHBER:_ DAIE: GLEK ADAHEK FLAK CHECKER: HJ GARY ANGEL D ^»VJ \PW1EMT. <Lf-\A. £>vto>*hivlfa THtVr WITH I/.nrtixe.0 2-532.1 (& PfeR ATT/VCHED 7" LI&tftan^e -ru <5ittei*) flrr fwtr T. OP of fa of v'PrftT i_ "To «=-VtftLf'> U HJ t Oroo mcuv.1 fcQ Tfl ^rte^/M riweg*. AT ^P IWbte THAO 4- fjg(LiMT*> fe/Wioe >veA.T\(\ifc> FLAK CORRECTION SHEET JURISDICTION:.DATE: PLAN CHECK NUMBER:_ LJGLEXAnAMEK PLAN CHECKER: §| GARY ANGEL D AUO OE-rAlL AtxE-iS To ev\-r TO d\/A6. f&R SOS . L ^rTiLA-txorO fee.Sec.TloM -rx AfOo OP c£- iAovJ APPRoJED PeTPrtL. TviAf irJ DUC.T fcft. SiaitOG. EXHAUST IKl6OLATlO»J AiJO 10-1 LotATiOAli 0? MU AT r^e6rtA)Oi6AuPu/v*J4)./U. AiOo torue.* Dofi.6 ^ J^trt, . &&. U66D -Ta AlK \COS. t>br e\JfcKl VlMTtl r\<^i^J4 AT fed too i \,o Fbor P.T rt-4 £tfe?uJ ftoroyyiftTX^^tkrroFC' AT ReTO^KJ Ai£ ELECTRICAL FLAN CORRECTION SHEET FLAN SET HI PLAN CHECKER: Submit complete electrical plans and specifications. Submit plan showing location of all services. KlEC ZSo- 2.., ~l\l~TZ) 4-f &( 9< la. 13. W. Any 560 Submit complete one-line diagram of service and feeders. Indicate the grounding system to be installed for building service. UEC. 3^50 - 2.4-j Qo(a)l & ICO Indicate ampere interrupting capacities (AIC) of service and subservice equipment. NEC 230-65/110-9. Indicate sizes of fuses and/or circuit breakers. n^ — ^c Indicate fuse symbols to show fault currents are limited to 10,000 amps on branch circuits, i.e. JJN, LCL. If fuses are not used to limit fault currents on branch circuits to 10,000 amps, specify method to be used. Submit plan showing location of all switchboards. Indicate dimension of switchboards and control panels rated 1200 amperes or more. NEC 110-16(c). Provide the required access and entrance to working space for switchboards and control panels rated 1200 amperes or more. NEC 110-16(c). S&& It Ac , S Submit plan showing location of all transformers. Indicate the grounding system to be installed for transformers. NEC 250- 26(c)'.' UEAS£^>T &L£CTf2£>D£ " — Bl-iXs, <=>TfcEt_ j CC>LD vyAcTEK. PlPiE Provide overcurrent protection on the secondary side of transformers. NEC 240- 21/384-16(d). questions on electrical please contact the plan 1468. Thank you. VOLLBK WAGGONER RAY NEAL DARRELL MORRISON Submit plan showing location of all panels. KEC UO- lie ( 2.4-O -3A-} $00-2.1 Provide the required working clearances in front of panelboard(s) per NEC 110- vK Submit panel schedules. ^ Specify conduit and wire sizes. IJ£C yt. Specify aluminum or copper conductors and type of insulation. ^ Show approximate length of feeders. 2%?. Specify electrode conductor size and type wire, (aluminum or copper) VL. Submit electrical load calculations. . Indicate existing main service size. 2&- Indicate existing main service load. Indicate new additional loads. e asA , £> i Indicate wiring method, i.e. EMT, metal flex. \ Show exit signs on the electrical lighting plan(s). As per Sec. 3313 and 3314 of the 1988 UBC, provide two sources of power to exit signs and exit illumination. 28.provide receptacle(s) within 25' of the HVAC A/C units. UMC Section 509. Iff. Provide multiple switch lighting controls per CAC, Title 24, 2-5319. . Provide the required sign circuit(s) and outlet(s) per NEC 600-6(b). 31.lo speed up the recheck process, note on this list for a copy) where each correction item has been addressed, i.e.. plan sheet, specification, etc. Be sure to enclose the marked up list when you submit the revised plans. checker shown above, at Esgil Corporation at (619) 09/in/on ELECTRICAL PLAN CORRECTION SHEET PLAN CHECK KUHBER;PLAN CHECKER: WAGGONER RAY NEAL nARRELL MORRISON SET > THE AT MEC PLAfsJ5>, /A/ g-X/T 33/4-, 32.1D g/U T) F V TV I gl AVA X- L£.T TITLE 24 HANDICAPPED ACCESS CORRECTION LIST Jurisdiction Plan Check No. References to section numbers with prefix "2" are to Title 24, California Code of Regulations, Part 2 (California Building Code). Prefix "3" is for Part 3 (California Electrical Code). Prefix "5" is for Part 5 (California Plumbing Code). Exemptions claimed for any item shall be requested in writing and shall include all data needed to determine "unreasonable hardship" as described in Section 2-422. SITE DEVELOPMENT HANDICAPPED PARKING SPACES© ©Provide 2-7102(b), ..handicapped spaces. Space shall be so located that handicapped persons are not compelled to wheel or walk behind parked cars other than his/her own. 2-7102(c) Parking space shall be a minimum of 9 ft.xlS ft. with adjacent marked 5 ft. loading zone. Double space shall be 23 ft. wide. Where a single space is provided, the loading/unloading zone shall be on the passenger side of the vehicle. 2-7102(c). Maximum slope of parking surface in any direction shall not exceed 1/4" per foot. 2-7102(e). Parking space(s) shall be identified with the International Symbol of Accessibility on reflectorized sign affixed to post or wall, and also duplicated on parking surface (symbol to be 36"x36" and painted at the back of the parking stall). 2-7102(f) Entrance to parking area (or at each stall) shall nave a sign stating that unauthorized vehicle(s) parking in handicapped space(s) may be subject to tow-away. 2-7102(f) g.)) If covered parking is provided, then a reasonable portion of the total number of stalls reserved for the disabled shall also be covered. 2-7102(a) h. Entrances to and vertical clearances within accessible levels of parking structures shall be 8 ft. 2 in. to any structural member, duct or pipe. 2-7102(g) CURB RAMPS a. Curb ramps shall be located wherever pedestrian path crosses curb. (2- 7103(a)) b. Curb ramp shall be 48" mm. width (2- 7103(b)) with maximum slope of 1 in 12. 2-7103(d) c. A level 48" mm. depth landing is required at top of curb ramps over entire curb ramp width. 2-7103(d) d If no landing is provided, the slope of flared sides shall not exceed 1 in 12. 2-7103(d) Surface is to be slip contrasting finish sidewalk. 2-7103(f) resistant and a from adjacent f. Border markings shall be 12" wide of l/4"xl/4" grooves, 3/4" apart, located at top and sides. 2-7103(h) U.'nWALKS a. Site development and grading shall be designed to provide access to primary entrances and access to normal paths of travel and where necessary to provide access shall incorporate pedestrian ramps, curb ramps, etc. 2-7101(a) b. Walks sloping greater than 5% (1 in 20) must comply with ramp requirements of Sec. 2-3307. 2-3325(c) c. Walk width shall be 48" minimum, and shall have slip-resistant surfaces. 2-3325(a) d. The maximum cross slope shall not exceed 1/4" per foot. 2-3325(a)3 e. Gratings are not allowed whenever possible. 2-3325(b) f. At each gate or door a 60"x60" level area is required when the gate swings toward the walk. 2-3325(e) g. A 48"x44" deep level area is required when the gate swings away from the walk. 2-3325(e) h. A 24" clear space is required at strike side of gate or door. 2-3325(e) 4. PEDESTRIAN RAMPS C, f- spph'c.) a. A path of travel with a slope greater than 1 in 20 shall be considered a ramp. 2-3307(a) b. The maximum slope shall be 1 in 12. 2-3307(c.l) c. The width shall be 48" minimum. A minimum width of 60" is required where a ramp serves as a primary entrance to buildings having an occupant load of 300 or more. Group R Occupancies may be 36" when the occupant load is 50 or less. 2- 3307(b.l) d. The surface of ramps shall be slip- resistant 2-3307(g) e A 60" intermediate landing is required at maximum elevation change of 30" and 72" landing at each change of direction (over 30 degrees). 2-3307(d 1) f. Landings are required at top and bottom of ramps. 2-3307(d.l) g. Bottom landing shall be minimum of 72" in the direction of travel. Fig. 2-33- 11A h» Top landing 2-3307(d 1) shall be 60" x 60" minimum. i. When door swings onto top landing, minimum depth of landing required is door width plus 42". 2-3307(d.l.) j Top landing shall have 60" mm. width when door swings onto the landing, with 24" on strike side of door at exterior ramp, or 18" at interior ramp. 2-3307(d.l) k. Ramp handrails are required on each side of ramp, when slope exceeds 1 in 15. 2- 3307(e.l) 1. Ramp handrails shall be continuous, located 30"-34" in height above ramp surface, with 12" extensions beyond top and bottom, and the ends returned. 2-3307(e.l) m. Handrails shall be 1-1/4" to 2" cross section, spaced minimum of 1-1/2" from wall. 2-3307(e.l) n. A 2" high curb or wheel guide rail centered 3" + 1" above ramp surface is required on both sides where not otherwise bounded by walls when the ramp exceeds 10 feet in length. 2-3307(h.l) SPECIAL ACCESS LIFTS a. Lifts may be provided between levels, in lieu of elevator, when the vertical distance between landings, structural elevator, structural design and safeguards are as allowed by the State of California, Department of Industrial Relations, Division of Occupational Safety and Health. 2-5107(a) b. The lift platform shall be of sufficient size to accommodate a wheelchair (30"x48"). 2-5107(a) c. There shall be a level and clear floor area or landing (60"x60") at each level for access to the lift. 2-5107(a) HAZARDS a. Provide 80" headroom from walkway surface to any overhanging obstruction. 2-3326(b) b. Headroom of 80" minimum shall be maintained for walks, corridors, aisles, etc. 2-522(f) c. Protruding objects with leading edges between 27" and 80" above finished floor shall not protrude more than 4" into walks, corridors, etc. 2-522(f) d. Free standing objects mounted on posts between 27" and 80" above the floor may project a maxunum of 12". 2-522(f) e. Abrupt changes in level exceeding V adjacent to walks, except between walks and adjacent streets or drives, shall be identified by 6" high warning curbs above walk surface. 2-3326(a) ENTRANCES AND CIRCOLAIION 7.) ENTRANCES, DOORS, VESTIBULES AND CORRIDORS© £. All primary entrances to buildings shall ' be accessible to the handicapped. 2-3301(f) All required passage doors shall have 32" clear opening at 90 degrees (36" door). 2-3304(f) At least one of a pair of doors shall meet the minimum 32" clear entrance width requirement. 2-3304(f) Threshold shall be no higher than 1/2" above the floor. Edge to be beveled with a slope no greater than 1 in 2, if more than 1/4". 3304(i 1) Exterior level landing may slope up to 1/4" per foot in any direction for surface drainage. 2-413 ) Door hardware shall be of the (Jever)or push type, mounted 30" to 44" above the floor and be operable with a maximum effort of 8.5 Ibs. for exterior doors and 5 Ibs. for interior doors. 2-3304(c), 2- 3304(1.2) ., The lower 10" of the door shall be of smooth, plane surface (no recess or trap) except at automatic and sliding doors. 2-3304(1.3) Building entrance(s) shall be identified by sign with the International Symbol of Accessibility. Show location on plan. The symbol shall be a white figure on blue background. 2-522(b) At turnstile, provide an access gate, 32" clear width opening, within 30 feet of turnstile. 2-3304(i.4) There shall be a clear area on each side of door, 60" deep in direction of door swing and 44" deep in opposite direction of door swing. 2-3304(i.l) Width of clear area on the swing side of the door shall extend 24" past strike jamb for exterior doors and 18" past strike jamb for interior doors 2-3304(i 1) The space between two consecutive doors (vestibule) shall provide a minimum of 48" clear depth between the open door and a second closed door.Doors in a series at a vestibule shall swing in the same direction, or away from the space between them. 2-3304(i.l) For corridors over 200 feet long, see special requirements of Sec. 2-3305(b)2 FLOORS a. Floors of a given story shall be a common level throughout or shall be connected by pedestrian ramps, passenger elevators, or s pecial access lifts. 2-522(e) STAIRWAYS NOTE: Only applies where disabled access is provided or required to other levels. A. Treads shall have smooth, rounded exposed edges and be slip resistant 2- 3306(s) b. Nosing shall not project more than 1-1/2 inches past face of the riser below. 2-3306(s) c. Risers shall be sufficiently solid. 2-3306(s) d The upper approach and lower tread of each flight of stairs shall be marked with a contrasting colored strip 2" in width. 2-3306(r) e On exterior stairs, each tread shall be marked as noted above. 2-3306(r) f. Handrails are required on each side of stairway. 2-3306 g. Handrails shall be located 30" to 34" above nosing,extend 12" beyond top riser and 12" plus tread width beyond bottom nosing and returned to wall/newel post. 2-3306(j.l). h. Handrails shall be 1-1/4" to 2" in gripping cross section and 1-1/2" clear of wall. 2-3306(j.l) f Approved stairway identification signs shall be located at each floor level in all enclosed stairways in buildings two or more stories in height. The sign shall identify the stairway, indicate whether there is roof access, the floor level, and the upper and lower terminus of the stairway. The information shall be presented using raised Arabic numerals and raised braille symbols which conform to Section 522(b)3. The sign shall be located approximately 5 feet above the floor landing immediately adjacent to the door on the strike side Signs shall comply with requirements of U B C. Standard No. 33-2 ELEVATORS a. Provide clear inside elevator car dimensions as required by U.B C Section 5103(d) 6 and Title 24 2-5103(d.l) 1. At least one elevator in buildings 4 or more stories in height: 80" by 54", with a 42-inch side slide door. Applies only to: high-rise buildings, A/E/I occupancies, State-owned buildings, residential care homes, hotels, motels, apartments and condominiums. 2. Elevator in buildings more than two stories or buildings where disabled access is required to upper level(s) 68" by 54", with a minimum clear door width of 36". 3 Elevators other than in (b) above serving less than 50 occupants shall have a minimum inside platform of 4 feet 6 inches by 4 feet 6 inches and a minimum clear door width of 36 inches. b. Raised Braille markings and Arabic numerals are required on control buttons and door jambs. 2-5103(d.l) SANITARY. FACILITIES TOILET FACILITIES ACCESS a. When located on accessible floors, sanitary facilities shall be made accessible to physically handicapped. (2-511.l(a)) b. Doorways shall have 32" minimum clear opening width. 2-511 1 c. There shall be a level area with 60" clear depth in the direction of the door swing, and a level area with 44" clear depth in opposite direction of door swing. 2-511 l(a) MULTIPLE ACCOMMODATION TOILET FACILITIES Provide clear area high - or clear space high. 2-511.l(a) 60" diameter x 27" 56" X 63" x 27" JJ Doors (other than handicap compartment) are not to encroach more than 12" into above mentioned clear space. 2-511 l(a) c/. Provide a 28" clear space between water closet and fixture or 32" clear space between water closet and wall. 2-511.l(a) /. A 48" long clear space is required in front of water closet. A 60" clear space is required when the toilet compartment has a side door. 2-511 l(a) (e) Water closet compartment door to provide ^-^ 32^_^clear width for end entry and£5vj) ^Tearjwidth for side entry. Door to be self—closing. 2-511 l(a) SINGLE ACCOMMODATION TOILET FACILITIES a. Water closet shall be located 28" from a fixture or 32" from a wall. 2-511.l(a) b. Minimum clear space in front of water closet shall be 48". 2-511 l(a) c. In an existing building, a single accommodation toilet facility may have a space 36" wide x 48 " long in front of water closet. 2-511 l(a) GRAB BARS AT WATER CLOSET a One at side 42" long extending 24" in front of water closet; one at rear 36" long centered on water closet; both mounted 33" above floor. Where a tank- type toilet is used, grab bar may be as high as 36". 2-511.l(a) b. Bars shall be 1-1/4" to 1-1/2" in diameter with 1-1/2" clearance to wall. 2-511.l(a) c., Bar fasteners and mounting support shall be able to withstand 250 Ibs./ft. in bending, shear and tension. 2-511.l(a) WATER CLOSET f.. Height of water closet seat shall be 17" to 19" above floor. 5-1502 Controls shall be operable with one hand, and shall not require tight grasping, pinching or twisting of the wrist. 5-1502 c Controls for the flush valves shall be mounted on the wide side of toilet areas, no more than 44" above the floor 5-1502 d. The force required to activate controls shall be no greater than 5 pounds force. 5-1502 16.) URINALS Where urinals are provided, the run of at least one shall project^J45}from the wall and be located 17" maximum above floor. 5-1503(a) 'by The force required to activate the flush ^-^ valve shall be 5 Ibs. maximum and located 44" maximum above floor. 5-1503(b) (/. Provide 30" x 48" clear floor space for forward approach. 2-511. l(b) 17) LAVATORIES Provide 30" x 48" clear floor space for forward approach. Said clear floor space may include knee and toe space under lavatory described below. 2-511 l(b) Provide clear space beneath lavatories 29" high by 30" wide by 8" deep at top and 9" high by 30" wide by 17" deep at bottom from front of lavatory (toe space). The maximum counter surface height should be 34". 5-1504(a) \. Hot vater and drain pipes under lavatories shall be insulated. 5-1504(b) 0 Faucet controls and operating mechanism (operable with one hand) shall be of the type not requiring tight grasping, pinching or twisting of the wrist (such as lever-operated) and an operating force not exceeding 5 Ibs. 5-1504(c) e. If self-closing valves are used, they shall remain open for at least 10 seconds. 5-1504(c) 181. TOILET ROOM ACCESSORIES a. Mirror bottom edge shall be located 40" maximum above floor. 2-511.l(b) b. Toilet tissue dispensers shall be mounted within 12" from the front edge of toilet seat. 2-511.l(b) c. Operating parts of dispensing and disposal fixtures (towels, waste, coin slots, etc.) shall be within 40" of floor. 2-511.l(b) SANITARY FACILITIES IDENTIFICATION a. On doorways leading to sanitary facilities the symbols to be provided are 12" Equilateral triangle for men, 12" diameter circle for women, and 1/4" thick, centered on door, 60" high and contrasting color. Unisex facilities shall be identified by the circle with the triangle superimposed within the circle. 2-511.l(a) 20/. BATHING FACILITIES a. One such facility shall comply when provided for the public, clients or employees. 2-511 l(a) b. Shower compartment shall be 42" wide, 48" deep, with a 36" wide entrance. 2-511 l(a) c. Show on the plans that the handicapped bathing facilities shall conform to requirements of Sec. 2-511a-9, 5-1505 and 5-1506, i e., folding seat, flexible shower hose, etc. GENERAL REQUIREMENTS 21) DRINKING FOUNTAIN . Drinking fountains shall be withm alcoves. The alcove shall be not less than 32" wide by 18" deep. 2-511.l(c) '. When the enforcing agency determines that it would create an unreasonable hardship to locate the water fountain in an alcove, the v,ater fountain say project into the path of travel, and the path of travel shall be identifiable to the blind as follows: (1.) The surface of the path of travel at the water fountain shall be textured so that it is clearly identifiable by a blind person using a cane. The minimum textured area shall extend from the wall supporting the water fountain to 1 foot beyond the front edge of the water fountain and shall extend 1 foot beyond each side of the water fountain, or (2.) Wing walls shall be provided on each side of the water fountain. The wing walls shall project out from the supporting wall at least as far as the water fountain to within 6 inches of the surface of the path of travel. Also, there shall be a minimum of 32 inches clear between the v>ing walls. Note on the plans that drinking fountain shall conform to requirements of Sec. 2-511c and 5-1507. f PUBLIC TELEPHONE a. Provide space 30" x 48" for forward or parallel approach to telephone. 2-511,l(d) b Note on the plans that public telephone shall conform to requirements of Sec. 2-511.l(d). . ELECTRICAL REQUIREMENTS a. 15, 20 and 30 amp receptacle outlets shall be installed not less than 12" above floor. 3-210-50(e) b. Center of switches shall be located not less than 36" nor more than 48" above the floor. 3-380-8(c) PLUMBING REQUIREMENTS a. Where kitchenettes are provided at employee break rooms, conference areas, customer lounges, etc., the faucet controls at kitchen sinks shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist (i e , use lever- operated, push-type, etc.). If self- closing valves are used, they shall remain open for at least 10 seconds. 5-1508 GROUP A OCCOPANCX REQUIREMENTS 2f>. AUDITORIUMS, ASSEMBLY HALLS, THEATRES, ETC.lt>. a. Seating and toilet facilities for the handicapped shall be accessible from the main lobby or primary entrance. 2-611(b) b. This structure requires wheelchair seating spaces. In theaters and auditoriums, the seating shall be provided in a variety of locations so as to provided a choice of admission prices. 2-611(b) c. Each wheelchair space shall be 60" x 30" and level. 2-611(b) d. When the seating capacity exceeds 300, the wheelchair spaces shall be in more than one location. 2-611(b) e. This structure requires seats for semi-ambulant persons. Clear leg space shall be at least 24". 2-611(b) f. Stages, enclosed and unenclosed platforms, orchestra pits, ticket booths, and refreshment sales facilities shall be made accessible. 2-611(b) STADIUMS, GRANDSTANDS, BLEACHERS, PAVILIONS, GYMNASIUMS a. This structure requires wheelchair seating spaces. In theaters and auditoriums, the seating shall be provided in a variety of locations so as to provided a choice of admission prices. 2-611(c) b. When the seating capacity exceeds 300, the wheelchair spaces shall be in more than one location. 2-611(c) c. Ticket booths must be accessible from both sides. 2-611(c) d. Participation areas such as ball courts, exercise rooms, tracks, and clubrooms must be accessible. 2-611(c) e. Spectator and participant sanitary and locker facilities must conform to the requirements of Chapter 2-5. 2-611(c) . DINING, BANQUET AND BAR FACILITIES a Access shall be provided at primary entrances. 2-611(d) b Wheelchair access shall be provided to all areas where each type of functional activity occurs. 2-611(d) c This facility requires wheelchair seating spaces'. 2-611(d) d. At least one wheelchair seating space shall be provided for each dining, banquet and bar area. 2-611(d) e Access to wheelchair seating spaces shall be provided by 36" minimum clear width main aisles. 2-611(d) f. Cafeteria line aisles shall be a minimum of 36" clear width. 2-611(d) g.. Access to food preparation areas shall comply with provisions for entrance doors and doorways contained in Section 2-3304. 2-611(d) h. Restrooms and powder rooms shall conform to the requirements in Section 2-511. 2-611(d) . RELIGIOUS FACILITIES a. Sanctuary areas shall be accessible. 2- wheelchair seatingProvide spaces in the sanctuary. Use Section 2- 611(b). 2-611(e) c. Provide wheelchair access to raised platforms, choir rooms, choir lofts, performing areas and other siailar areas. 2-611(e) d. Assembly areas along with enclosed and unenclosed platforms and stages shall be made accessible. 2-611(e) e Sanitary facilities shall conform to the requirements of Chapter 2-5. 2-611(e) ASSISTIVE-LISTENING DEVICES a. Assembly areas with permanently installed public address systems (other than exclusively for paging or background music), shall provide assistive-listening systems for people with hearing impairments. 2-611(f) b. Since the capacity of the assembly area exceeds 99, this facility requires personal receivers to be available on request. 2-611(f) c. If the system provided is limited to specific areas or seats, then such areas or seats shall be within a 50-foot viewing distance of the performing area. d. A sign shall be posted in a prominent place indicating the availability of assistive-listening devices. The sign shall include the international symbol of deafness and wording that states "Assistive-listening System Available". GROUP B OCCUPANCY. REQUIREMENTS Group B occupancies used for assembly purposes but having an occupant load of lessthan 50 shall conform to all the requirements for Group A occupancies covered in Section 2-611 2-712(d) SALES FACILITIES a. General sales, display and office areas together with related toilet rooms must be accessible. 2-712(b) b. Sales employee work stations shall be located on accessible levels. Employee work areas shall be accessible to employees in wheelchairs, and the customer side of sales or checkout stations shall be accessible. 2-712(b) c. This facility requires stands accessible to handicapped, based check the physically upon 1 for 8 checkstands or less, 2 for 9 or more. 2- 712(b) d. Where quick check stands are provided, at least one shall be accessible. 2-712(b) e. Check stands shall be made accessible by providing a 36" aisle on the customer side of the stand. 2-712(b) f. Accessible check stands shall be identified by the International Symbol of Accessibility and shall state, "This check stand to be open at all times for handicapped/physically disabled customers". 2-712(b) FITTING OR DRESSING ROOMS a. Where fitting/dressing rooms are provided for male or female customers, one for each type shall be usable by the physically handicapped. 2-712(b) b. Minimum dimension of room shall be 60" x 60". 2-712(b) c. Bottom of the mirror shall be located within 20" of the floor. 2-712(b) d. Height of clothing hooks shall not be greater than 48" from the floor. 2-712(b) t GROUP H OCCUPANCY REQUJLKEHENTS Accessible sanitation facilities in all Group H Occupancies shall be provided as specified in Chapter 2-5. 2-913(a) b. Accessible floors and levels shall comply with the requirements specified in Chapter 2-5. 2-913(a) c. Employee work areas shall be accessible by means of a 36-inch minimum aisle width, and a 32-inch minimum clear opening door width. 2-913(a) ADDITIONS, ALTERATIONS AND REPAIRS TO EXISTING BUILDINGS. (2-110A(b)ll) 34. The area of specific addition, alteration * and/or repair, shall comply with the provisions of Title 24. Additionally: a. The primary entrance to the building and path of travel to the specific area shall be accessible to the handicapped persons. Compliance must be shown, beginning from the existing parking area and leading to the area of alteration. b. Existing restrooms, water fountains, and public telephones which serve said specific area must be shown to be accessible to and functional for handicapped persons. c.. Information regarding handicapped accessibility shall be posted in lobby per Sec. 2-522. 12/29/89 Date Jurisd iction Prepared by« VALUATION AND PLAN CHECK FEE n Bldg. Dept, P Esgil PLAN CHECK NO. q^ BUILDING ADDRESS __ APPLICANT/CONTACT _ BUILDING OCCUPANCY TYPE OF CONSTRUCTION be.1 M«*- fe/ PHONE NO. DESIGNER PHONE CONTRACTOR PHONE BUILDING PORTION L&undrv £*ci ft /// / — Air Conditioning Commercial Residential Res. or Cormn. Fire Snrinklers Total Value BUILDING AREA I3.*.(p& unit, /^5t,& VALUATION MULTIPLIER 3£'£HZ>* •«* @ 5-3^ e e /.<fct? VALUE 3^5,77<i? 37, ft-7/ li?,-7^c? 453, 43^ Budding Permit Fee $_ Plan Check Fee $ COM HE NTS; ( lf i nelu^-tri oil __ SHEET OF PLANNING CHECKLIST <ah I Oj** Q CJ4-1 Q <U4-J(0o Plan Check No ffc? Planner W> -v Ly APN Z/ 6-'^" Type of Project and Zone PLC ~/?£</ Address 2/d^9 ^2?S7^ 2>6e. J--/A&- Ea. ^6U Phone 438-1161 ext VSiS^ (Name) Use ZAUA>0^ /-^.//v £^^^,-^^«^^ 1- - Facilities Management Zone o Legend Item Complete Item Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified D linvironmental Review Required YES _>C NO TYPE DATE OF COMPLETION. » /)- 7- f O Compliance with conditions of approval7 If not, state conditions which require action Conditions of Approval Discretionary Action Required YES jC_ NO TYPE APPROVAL/RESO NO 3/ f& DATE //- 7- fo PROJECT NO f^/g OTHER RELATED CASES. Compliance with conditions of approval? If not, state conditions which require action Conditions of Approval /) PP^ffla LArtt>£ca$>& ± ifiJtu6Ano»l California Coastal Commission Permit Required YES NO >^ DATE OF APPROVAL. San Diego Coast District, 1333 Camino Del Rio South, Suite 125, San Diego, CA. 92108-3520 (619) 297-9740 Compliance with conditions of approval? If not, state conditions which require action Conditions of Approval (Fu rarm a'nn &u n DDD Landscape Plan Required. YES X. NO See attached submittal requirements for landscape plans Site Plan: 1 Provide a fully dimensioned site plan drawn to scale Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. 2. Show on Site Plan Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway 3. Provide legal description of property 4 Provide assessor's parcel number 2!oning Setbacks: Front Int Side: Street Side: Rear &>£~ 2 Lot coverage1 3. Height: ©«£-.. 4. Parking- Additional Comments Required Required Required Required Required Required * Spaces Required Guest Spaces Required Shown Shown Shown Shown Shown £ ^ ' Shown ZQ>*$~ Shown Shown OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE PLNCK.FRM GEOTECHNICAL INVESTIGATION PROPOSED LAUNDRY FACILITY LA COSTA HOTEL & SPA CARLSBAD, CALIFORNIA FOR LA COSTA HOTEL & SPA COSTA DEL MAR ROAD CARLSBAD, CALIFORNIA 92009 'Job No. 7745 September 29, 1989 United States Testing Company, Inc United States Testing Company, Inc. Engineering & Support Services 3467 KURTZ STREET SAN DIEGO CALIFORNIA 92110 (619) 225 9641 FAX (619) 224 8950 NEW YORK MEMPHIS ORLANDO MODESTO SAN DIEGO PENNSYLVANIA ATLANTIC CITY HOBOKEN September 26, 1989 Job No 7745 La Costa Hotel & Spa Costa Del Mar Road Carlsbad, California 92009 Attention Subject. Mr Paul Graham Geotechnical Investigation Proposed Laundry Facility La Costa Hotel & Spa Carlsbad, California 92009 Dear Mr. Graham This report presents the results of our soil and foundation investigation of the subject site The accompanying report presents our conclusions and recommendations pertaining to the site, as well as the results of our field exploration and laboratory tests This investigation was authorized by your acceptance of our proposal dated August 25, 1989 In general, we found the site to be suitable for the proposed development provide the recommendations contained in the body of this report ai e followed If you have any questions tegaiding this report, please contact us at your earliest convenience Respectfully Submitted,Reviewed by, Shawn E Williams REA 01324 Project Geologist L WelchT) RCtf C040236 chnical Blanch Manager SEW/JLW/kk cc File Ref (7745 sew) FORMERLY TESTING ENGINEERS-SAN DIEGO (7745) TABLE OF CONTENTS INTRODUCTION . 1 PROJECT DESCRIPTION 1 PROJECT DEVELOPMENT 1 PROJECT SCOPE . 1 FIELD EXPLORATION .. 2 GEOTECHNICAL CONDITIONS 3 REGIONAL GEOLOGY .. . . .3 SUBSURFACE CONDITIONS . 4 FAULTING AND SEISMICITY. . .... 4 LIQUEFACTION .... .... .5 LABORATORY TESTING 6 CLASSIFICATION ... . 6 MOISTURE/DENSITY ..... 6 SHEAR TESTS ... . .7 LABORATORY STANDARD.. . . 7 CONSOLIDATION TESTS.. . ... 8 CONCLUSIONS .... 9 RECOMMENDATIONS .. .. ' . . ... 10 FOUNDATION DESIGN AND CONSTRUCTION ... .11 FOOTINGS . . .... 11 ALLOWABLE BEARING CAPACITY . . . 13 DRAINS . 13 REVIEW ... . . . 14 INVESTIGATION LIMITATIONS . 15 ENCLOSURES SITE LOCATION MAP . . . FIGURE 1 BORING LOCATION MAP FIGURE 2 BORING LOGS . PLATES 1-3 SYMBOLS AND TERMS USED ON BORING LOGS . . PLATE 4 UNIFIED SOIL CLASSIFICATION . PLATE S CONSOLIDATION CURVES. .. ... PLATE 6 SHEAR TEST RESULT . .. PLATE 7 United States Testing Company, Inc La Costa Hotel & Spa September 29, 1989 Page -1- INTRODUCTION PROJECT DESCRIPTION Our investigation wat> performed at the site of the proposed one- story laundry facility building, located on the grounds of the La Costa Hotel & Spa, in Carlsbad, California Pleat»e refer to the Site Location Map, Figure 1 PROJECT DEVELOPMENT The site is to be developed with the construction of 1 one-stoiy, building of slab-on-grade design Amenities will include parking and landscaped grounds PROJECT SCOPE This investigation consisted of. surface ieconnais»sance, subsuiface explorations , obtaining representative disturbed and undisturbed samples, laboiatory testing, analysis of field and laboratory data, and preparation of our report This i eport cental rib oui conclubions arid i ecommendationt> and the it:sultt> of oui field diid laborettory data Specifically, the .intent of this study is to United States Testing Company, Inc. Lei <tosta Hotel & Spa September 29, 1989 -2- a) Exploie the subsurface conditions to the depths noted on the borjng logs b) Evaluate, by laboratory tests and the field investigation, the pertinent engineering properties of the various strata which will influence the development, including their bearing capacities, exoan&ive characteristics and settlement potential c) Develop soil engineering criteria for bite grading d) Recommend an appropriate foundation system for the proposed one-story building and develop soil engineering design criteria for the recommended foundation design. FIELD EXPLORATION Subsurface conditions were explored by drilling 8-inch diameter borings with a Mobile B-57 drill rig Boring locations are shown on the Site Plan, Figure 2, and ranged 111 depth from 11 5 to 20 0 feet Logs of tVie borings are presented on Plates 1 through 3 A geologist from our office was present during the diillxng of the borings to log materials encountered and to obtain representative samples at selected depths for transpoitat ion to our laboiatoiy United States Testing Company, Inc Let fo^ta Hotel & S September 29, 1989 -3- S«mples> consisted of relatively undisturbed mateiial collected in one-inch-high, 2 37-inch-inside-diameter rings, bag, and bulk samples The ring samples were collected by driving the sampler twelve inches into the soil by consecutive thirty-inch drops with a one-hundied-forty-pound hammer. In the case of the standard two- inch diameter sampler, the number of blows required to achieve the final twelve inches of penetration is referred to as the "N-value" of the Standard Penetration Test (SPT). This value provides a measure of *>oil strength and bearing capacity, at. it relate*. t.o the soil consistency or condjtion It is defined on the Symbols and T«uus Chart (Plate 4) and used on the boring logs. GEOTECHNICAL CONDITIONS REGIONAL GEOLOGY The subject site it> situated in the lowland area of the Peninsula Range Geomorphic Province. The sjte is underlain by recent alluvium consist.! ng of unconsolidated stream, river channel! and alluvial fan deposits. luterbedded peat and lagoonal deposits are commonly found in these formations United States Testing Company, Inc. La Costa Hotel & Spa September 29, 1939 Page -4- SUBSURFACE CONDITIONS All thi ee bore holes consisted of imported fill material in the upper four feet consit.ting of a silty sand (medium grained) golden tan in color The upper zone of fill mateiial is» underlain by sandy (medium to coarse grained) cloys to a depth of 9 0 Feet From 9 0 Feet to the depths explored mtei layered sandy (line) silts and silty clays wei e encountered Groundwaler was present at a depth of approximately 7.0 feet below the exibting surface FAULTING AND SEISMICITY Seismic hazards within the site may be attributed to ground shaking result-ing from events on distant, active faults Listed in Table 1 are active faults in the area which may biynificautly affect "he site TABLE 1 SEISMICITY FOR MAJOR FAULTS DIST. MAXIMUM CREDIBLE PREDOMINATE FROM PROBABLE BEDROCK PERIOD IN ACTIVITY FAULT. SITE EARTHQUAKE ACCELERATION SECONDS RATING Rose Canyon 12 mi 70 0 35g 35 Seconds Active Fault "one . NewpOT t IS nu 6 75 0 ^?>g 35 Secoiidb Active Jngl«wood United States Testing Company, Inc. La Costa Hotel & Spa September 29, 1989 Page -5- After investigating the posbible earthquake accelerations of the site, in our opinion, an event on either fault zone would be significant Design of structures should comply with the requirements of the government agencies, building codes and standard practices of the Association of Structural Engineers of California. LIQUEFACTION In accordance with good engineering practice, we have evaluated the liquefaction potential of the foundation soils beneath the subject property. Due to the shallow depth of the silty sands in the upper four feet of the site it is our opinion that the possibility of liquefaction is extremely low It should be recognized, however, that some of the parameters used in the liquefaction evaluations are subjective and open to interpretation, and that much is yet unknown about the seismicity of the San Diego area and the phenomenon of liquefaction. If should also be understood that California, including the San Diego area, is an area of moderate to high seismic risk and it is not United States Testing Company, Inc. La Costa Hotel & Spa October 17, 1989 Page -7- SHEAR TESTS A shear test was performed on an in-site sample of representative site soil. Samples were tested utilizing a direct shear machine of the strain control type The rate of deformation was approximately 0.05 inches per minute. Each sample was sheared under varying normal loads to determine the Coulomb Shear parameters* angle of internal friction and cohesion. Shear test results are presented on Plate 7. LABORATORY STANDARD The maximum dry density and optimum moisture content were determined for (a representative sample of the site soil). The laboratory test standard used was ASTM D-1557, Method A Maximum density and optimum moisture content test results are presented below: BORING NUMBER B-l DEPTH (FEET) 2-5 OPTIMUM MOISTURE CONTENT (%) 10.0 MAXIMUM DRY DENSITY (PSF) 125.5 United States Testing Company, Inc. La Cot.ld Hotel ?< Spa SepJLembei 29, 1989 Pag'e -10- R ECOMMENDATION S GENERAL 1 Pt101 to the btait of any eaithwoik operations all existing potential hazards such as active utility services and utility poles, should be located and secuied Existing structure*, should be razed-or removed, and all debi is reu.oved of£-sitf ? All vegetation, asphalt, deleterious material, and loose surface soils should be removed prior to the start of grading All at eat. of the proposed building pad should be undercut "3 f«et from the existing grade, the material brought in 8 inch loobe liftt> and mechanical ly compact«d to a minimum of 90 percent of the laboratory standard and Li ought to 3 to 5 percent ovez optimum moibtute The lateial extend of removal and i ecompact ion shall be the building peiiuieter plus five feet 3 Pilot to placement of teinfoicing steel and pouting conciete, the fooling excavations should be inspected by a qualified geotechnical engineer 4 Excavated mateiials may be leu^ed e>repl €01 oiganic and trash which must not be used in structural fill. United States Testing Company, Inc. Hotel & Spa September ?9, 3989 Page -11- 5 AH fill or backfilling should be placed in unj.fo.ini lifts» of approximate! y 8 J nches loose thickness, depending upon fijuipment type ond approval of the field *>oil technician, bi ought to approximately optimum moisturb content, and mtrfchan icdl ly compacted to at lectbt 90 percent of the laboratory standdrd, ASTM D-1557 6 A vibtatoiy roller is normally effective on gionulai matt?ridl 7 A qualified soils techniciaji under the supervision of & ijeotechnical engineer should be present for all fill or backfilling placement operations The soils technician sViould evaluate all materials to be placed, and should perform in- place density tests at appropriate intervals to evaluate the rompeict ion effort relative to 90 percent of the maxiniuni dry density as determined by ASTM D-1557 FOUNDATION DESIGN AND CONSTRUCTION FOOTINGS 1 All footings should be reinforcnd as pel a registered fetiuctural engineer's recommendations 2 AH footings for individual btiuctures should be founded in Miuilcit natural boil or structural fill to minimize posb.iLle dtffeitntial settlement United States Testing Company, Inc La Costa Hotel & Spa September 29, 1989 Page -9- CONCLUSIONS Based on our field investigation, laboratory testing, and engineering analysis, it is our opinion that the subject site is suited for the proposed construction of the aforementioned facility provided the recommendations given in this report are incorporated into the design, grading, and construction considerations. 1 Site materials consists of a layer of imported fill soil to a depth of 4 feet This soil consisted of a silty sand (medium grained) These near surface soils will require densification underneath the proposed building areas 2 The materials present in the near surface soils have a low expansion potential 3 Groundwater should not pose a problem if grading operations are performed during the dry season If grading is to be performed during the winter, a one to two foot layer of gravel may be needed to be placed in the bottom of the over excavation for stabilization purposes United States Testing Company, Inc I/a Cot.I a Hote] ft Spa SepJLembei 29, 1989 Page -10- RECOMMENDATIONS GENERAL 1 Pt101 to the btait of any earthwork operations all existing potential hazards such as active utility services and utility poles, should be located and secured Existing structures should be razed-or removed, and all debi is reu.oved off-site ? All vegetation, asphalt, deleterious material, and loose surface soils should be removed prior to the start of grading All areab of the proposed building pad should be undercut 1 feet from the existing grade, the material brought in 8 inch loofae lifts, and mechanically compacted to a minimum of 90 percent of the laboratory standard and brought to 3 to 5 percent over optimum moisture The lateral extend of removal and recompaction shall be the building perimeter plus five feet 3 Prior to placement of ieinfoicing steel and pouring conciete, the fooling excavations should be inspected by a qualified geotechnical engineei 4 Excavated matei lals may be reused e>repL for organic and trash which must not be used an strucVura] fill. United States Testing Company, Inc. La Cubta Hotel 6 Spei September ?9, 3989 Page -11- 5 All fill or backfilling should be placed in unj.fomi lifti. of approximately ft i nches loose thicVne&s, depending upon equipment type «nd approval of the field s»oil technician, biouglit to dppt oxiniately optimum moisture content, and mechanically compacted to at least 90 percent of the laboratory standard, ASTM D-1557 6 A vibratory rollet is normally effective on gianulai material. 7 A qualified soilb techniciaji under the supervision of a ijHOtechnical eng inter should be present for all fill 01 backf 111 ing pi acttitieitt operations The soils technician should evaluate all mateiials to be placed, and should peifoxm in- place density tests at appropriate intervals to evaluate the compact" ion effort relative to 90 percent of the maximum di y density as determined by ASTM D-1557 FOUNDATION DESIGN AND CONSTRUCTION FOOTINGS 1 All footjnqh should be reinforced as pel a tegibteied stiuctural engineer's recommendations 2 All footings Cor individual btiuctuieb should be founded in ^iiuilrx natuial soil or structurcil fill to minimize posbible d iffeitntlal settlement United States Testing Company, Inc La Co&tri Hotel & Spft September ?*, 1989 Page -12- Exterior footings should be founded a minimum depth of 18 .inches below the lowest adjacent grade Interior footings may be founded at a depth of 12 inches below the lowest adjacent ground surfnee All footings should have a minimum of one Ho. 4 reinfoiciug bai placed at the top and bottom of the footing, or as .specified by the stiuctura] engineer Footing width should be a minimum of 15 inches Concrete slabs should be underlain by -four inches of clean band or crushed lock In addition, a vetpor bairiei contesting of a minimum of sax mil polyvinyl chloride membrane, with all laps sealed, bhoufd be provided for all inter 101 living aieu slabs and areas that may be adversely affected by moisture. One inch of sand should be placed ovei the membrane to aid in the uniform curing of the concrete Concrete slabs-on-giade should have <a thickness of four inches and be reinforced with 6x6 10/10 wire mesh throughout. Areas of the slab where heavy machinery will be located should be reinforced wjth at least No 3 reinforcing bar b 18 incht..s on center ^ach way Concrete blabh should be t.t,oie>3, or fitted with joints at appropriate intervals United States Testing Company, Inc La Costa Hotel & Spa September 29, 1989 Page -14- REVIEW The final f oundd t n>n and gidding plans should be reviewed by thi*. office to iiiin.Liii.L2K any nu sunders tniu]j.!ig& between thrt pldii-^ etnd i ec omnitjnJdt. JLont. pi evented heiejn In addj.Lj.on, founddtjon excavations and eaitliworV performed ou-site should be evaluated by a qualified Engineering Geologist or Geotechnical -Engintei If conditions are found to vary substantially from those stcited herein, appiopi Late recommendations should be requested. United States Testing Company, Inc. Lei Cotata Hot*~l f« Spa SeptembtM ?9, P<age -13- 7 The moibtute content of subgrade soj.lt, should be slightly above optimum mojsLure to a depth of 18 niche*, when slabs-on- yx cide die constructed ALLOWABLE BEARING CAPACITY An allowable bearing capacity of 2,000 pounds per square foot should be used for the design of continuous and/or spread foundations The allowable beaming capacity assumes uniform loading coiiuj.tjt.iis and js the max a mum long term contact pressure and may be increased by 1/3 foi ecu thquake*. ox other teflipoiary loading DRAINS Po&itive drainage away from the proposed structure should bt3 maiintained within a minimum o ten feet of the building Steps should be taken to avoid ponding near the footings Roof-yu 1 1 ei t> and down-spouts should be used to avoid ponding of water near the foundcttjon line Placement of planters and extensive landscaping as not i euoitimended within ten feet, of the footings Di. linage Xti'iuir ement s should be implemented in mcoidance with Unified Buildjng Oode^ nnd the loral r United States Testing Company, Inc Lrt Co^ta Hotel & S September 29, 19 Page -l*j- INVESTIGATION LIMITATIONS materials encountered on the project bate and utilized in oui laboratory j nve-.t igat ion are believed i eptesental ives of the totnl area, however, .soil <md bedrock materials vary in characteristics between excavations and natuial outciops This» i epoz t in no way constitutes cex I if icai ion of the existing fill or fcub&urfacc. soi Is So nee oui investigation is based on the site materials selective laboratory testing and engine«ring analyses, the conclusion*, and lecommendat jons are professional opinion Tht^se opinions hnve been uei ived in accordance with cuirent standards of practioe and no warranty is expressed nor implies Tt is i ecoiiiiiiemled that United States Testing rompany , Inc , be retained to provide continuous soil engineering services during the en; thwork operations This is to observe compliance with the design concepts, sptc if ications or recommendations and to allow design changes- in the event that subsurface cond i Lions differ from thuse antit ipated praoj to start of construction United States Testing Company, Inc. Lrf Costa Hoifl & Spa September ?9, 1989 Priye — 16- Ilispectioii ^e/ Vices allow the testing of sliia 1 1 pel Cell Cages of the fill placed <it the sate Contract ual arrangements wall* the grading contractor should contain the provision that he j a iti.ponsa.ble fv>i excavating, p]ac iny, and compacting the fill in accordance with the pTOject specifications Inspection b/ the geotei-hiiicdl tnyineei during grading should not relieve the grading conti actor of ho. ft pi imary" ies»ponsibility to pei f orm *all woi k in occoiddnce with the *?pecj f icat . This office should be advxsed of any change^ xn the p/oject scope uf t>n-« proposed site grnding so that it may lie determined if the i t-coiuinendat JUH^ contained heieui <ai e apptopiidte This should be verified in writing 01 modified by a wiitten addendum The findings of this tepoit die valid as of tlus date Changes in the conditions of a property can, however, occur with the passage of tun*-, whether they be due to natural processes of the work of man of its or rtdjacent properties In addition, changes in the st~rt te-of-t he-at and/oi Government Code-, may oct \\t Due to buoh change^, the findings of this report may be invalidated wholly or in pdit b^ changes beyond ovii control United States Testing Company, Inc. I.rt Costct Hotel & Spa ?9, 1989 -17- Tt is the i^spont>.iLi 1 j. t y of the owner t,, 01 the i ' i epiebtnta txvc- to ensure thdt Lhe inf 01 nictt i on and recomniendnt aons contained heitiin <aie biouyht to Die attenl Jon of tl»e engmfcei and aichitect foi Lhe pj oject dnd j.iico/porated into the projt'ct's pldiis and *>pecif xcatiorib It AS futther the ieb.ponsjhjlj.ty to take the necessary meaiuies to t-nsuie that the contractor and his bubconti act f caiiy out *>uch i ecoinjuenda tions dutiny construction United States Testing Company, Inc. UNITED STATES TESTING COMPANY INC. PROJECT: LA COSTA HOTEL & SPA JOB NO. 7745 DATE 9-19-89 FIGURE 1 UNITED ATES TESTING-ENGINEER SUF JRT SERVICES BORING LOG FVoject LA COSTA HOTEL * SPA flnfp »-15 «9 RnrmgNn 1 Type of Rig _ MOBIL B 57 Ho'f OinmPtfr s WCHES Elevation Hammer Weigh! R Foil i4oibs/3o Ground Water 7 FEET Logged By SEW i. xi_ 8 • 1 2 3 • 4 -5 6 •7 8 • 9 •10 -11 -JoCD £ — — A FIELD DESCRIPTION 0-4 O1 FILL Silty Sand (medium grained) moist, golden tan in color « - 40 - 9/0' FILL - NATIVE MATERIAL- Undi f fcrent iaterl zone of fall material • (Decomposed Granite) and silty clays Material becomes more native in character as the • boring depth increases — Groundwater at 7.0 feet 90' - 10 0' Sandy (Fine grained) silt, saturated, gray . in color . ^ — —Total Depth 10.0 feet ' ^•v.en sCD _ - - 23 10 12 9 UJ Q.Z to — © © ^^^ © © ti/> — .z u.^ k? CCO _ 106 112 99 90 ,,,8« ^^ £ i§ 9.95 14.33 13.25 290 ^o I in PLttt. UNITED ATES TESTING-ENGINEER SUF JRT SERVICES BORING LOG Prmort LA COSTA HOTEL & SPA fViff »15«9 Boring Nn 2 . . Typp of Rig MOBIL B 57 Hnlp Dinmptpr 8HCHES EI*voJion _ Hnmmer WpigM P Fflll 140lbs/30 Ground Wolfir 7 FEET LOQ9ed By _§§*L_ _ u.""*XtI £j • 2 . 4 • 6 • 8 •10 •12 •14 •16 •18 •20 -22 gj E Si ~ ~ "' A FIELD DESCRIPTION 0-4 0' FILL Silty Sand (medium grained) moist, golden tan in color. 4 0 - 9/0' FILL - NATIVE MATERIAL- Undif ferentiat*»d zone of fill material " (Decomposed Granite) and silty clays Material becomes more native iti character as the " boring depth increases , 9 O1 - 20.0' LAGOONAL DEPOSITS: Inter layered sandy (fine grained) silts, and silty clays, saturated, light to dark gray in color. ' PP 4-T-.1 win +-V» *>n n f n t-t t~JOI.BI ueptn f.\j u ieeu •••• »- ^^to ^O CD . 14 10 - 7 ~ 6 - - 6 UJ-»D-at«cto ^_^ © 0 - © t_ z u.J*» Jc* >-KO 117 73~i-©§5 u,i?He ^^3 ui — z§ 8 14.6 ~ 445 366 S?^™ *o Ki 1 in r^ PL4JE—1. UNITED ATES TESTING-ENGINEER SUf JRT SERVICES BORING LOG Project L> COSTA HOTEL t SPA fa\f 9-15-S9 RnrmQ NO s Type of Rig *»°BIL B 57 HOIP Diameter • WCHES Flevnfmn Hammer Weight a Fall i40ibs/3o Ground Water 7FEET Lnggwl By _ SEW ^u. x a_ £ 1 2 • 3 • 4 • 5 6 • 7 • 8 - 9 -10 -11 -12 -13 -14 . 25£pX£ —A FIELD DESCRIPTION 0-4 0' FILL Silty Sand (medium grained) moist, golden tan in color • - 40 - 9/0' FILL - HATIVE MATERIAL: Undif ferentiated zone of fill material (Decomposed Granite) and silty clays Material becomes more native in character as the boring depth increases - 9-0' - 14 5' LAGOONAL DEPOSITS^ Interlayered sandy (fine grained) silts, and silty ' clays, saturated, light to dark gray in color • • TwLol Depth 14 5 Feet ,_ t/>£ O CD 23 8 9 6 UJ»j&.S v> ® ^-^Qj)-" © ® £ X U_ J<^ S?'LJ ^L>-£ 118 110 _ •9 »0 ss cr £; ? u>vt ^ a 8 122 17.4 292 339 ^~ oo I - PLATE Teslmg Engineers-San L go SYMBOLS AND TERMS USED ON BORING LOGS SAMPLER TYPES (Shown m SAMPLE column) ORI 8 DR B BK 1 1 VtH RING DRIVEN BULK SHELBYAMPLE »»c SAMPLE SAMPLE TUBE DISTURBED MOCK CORE X •PtrT SPOON • \ NO CCOVtKt TERMS DESCRIBING CONSISTENCY OR CONDITION COARSE GRAINED SOILS (major portion retained on No. 200 sieve) Includes (1) clean grovels ond sands, and (2) silty or clayey gravels ond sonds Condi ton in the following table is bosed on our interpretation of blow counts using o hammer as noted on the boring log DESCRIPTIVE TERM SPT VALUES, N blows per 12 in. (After Terzoghi 8 Peck, 1968) Very loose 0 to 4 Loose 4 to 10 Medium-dense 10 to 30 Dense 30 to 50 Very dense >50 FINE GRAINED SOILS (major portion passing No. 200 Sieve) Includes (1) inorganic ond organic nits end clays, (2) gravelly, sandy, or silty cloys, ond (3) clayey silts. Consistency is rated according to shearing strength, as mdicafed by penetrometer readings or by unconfirmed compression tests. UNDRAINED DESCRIPTIVE TERM SHEAR STRENGTH KIPS/SO FT Very soft Soft Firm Stiff Very stiff Hard less than 0 25 0 25 to 0 50 050 to 100 100 to 200 2.00 to 4 00 400 and higher NOTE Fissured cloys may hove tower unconfirmed compreisive strengths than shown above, because of planes of weakness or crocks in the toil The consistency ratings of such soils ore based on penetrometer readings TERMS CHARACTERIZING SOIL STRUCTURE Fissured — containing shrinkage cracks, frequently Tilled with fine sand or silt, usually more or less vertical Inter bedded — composed of alternate layers of different soil types Calcareous — containing 12 to 50 percent calcium carbonate Carbonate — containing more than 50 percent calcium carbonate Well graded — having wide range in grain sires ond substantial amounts of oil intermediate particle sixes graded — predominately of one gram size, or novmg o range of sites with some intermediate Size missing Terms used m this report for describing toils according to their texture or groin me distribution art m accordant* vifn me UNIFIED SOIL CLASSIFICATION SYSTEM, as described m Technical Memorandum No 5-35? Nbferwoys &p 5*0,3/53 Testing Engineers-Son L,~go UNIFIED SOIL CLASSIFICATION CO 50 40 8 *so V • to 10 a PLASTICITY CHART CL £i-iiiS$S*~ V / ML »v. / mdO L CH < OH Xy ondl / AH / Lte.lt "c • «•I•t .,* 51 o bUJ & 2 S 2 5 2!o £K 0 §1 1i GROUP SYMBOL GW GP GM GC SW SP SM sc TYPICAL NAMES Well-groded grovels, grovel -sond mixtures, Mile or no fines Poorly groded grovets, grovel -sond mixtures, little or no fines Silty grovels, grovel- •ond-silt mixtures Cloyey grovels, grovel •ond-cloy mixtures Well-groded sonds, gravelly sondi, little or no fines Poorly graded tends, gravelly tonds, little or no fines Silty sonds, «ond-sill mixture Cloyey sands, sand- Cloy mixtures FiNE-CRAINED SOILS(More than half of material is smaller than No 200 sieve)GROUP SYMBOL ML CL OL MH CH OH Pt TYPICAL NAMES Inorganic Silts ond very fine sands, rock flour silty or Cloyey fine •ends, or clayey sits with slight ptostoty Inorganic days of low to medium plasticity, gravelly days, sandy Cloys, silty clays, lean clays Organic silts ond organic Silty cloys of low plasticity Inorganic silts, micaceous or diatomoceous fine sandy or silly soils, elastic silts Inorganic days of high plasticity, fat cloys Organic cloys of medium to high plasticity, organic silts Peat ond other highly organic soils NOTE DGroug symbol presented in SYMBOL column on BORING LOG 2)The A line is on empirical relationship established by A Cosogronde PLATE UNITED STATES TESTING CC CONSOLIDATION - PRESSURE CURVE n i 11 77 A f^ProjPCf No //ID Soil Description _ -H _ i i3 i H- 0 ZUJ £5 c i«> i O 7 *~ i I _J p IO ° " 'COzO<_> H "]'" -------- I in 1-. 11 -t 1? 13 T.T MEDIUM Bonr GRA' ig Nn 2 t CLAY Depth 10 FEET r T* |T ;• ]:•-; , "J : j 'tltl i i : i. .! ' i , /"H I ' ' i * V- ^ 1 ' Iii ..ij i i 1 1 1 :l i '• ! 1 j ! |l . : ' j I -:' l , |* ( ! . . i 1 I'!; » ! : i "i i tj if ' > 1 '1 l''1 1 • * . '] i + ri : ' i: | ii .1 i ,T ti i ' H M ji [ i, • , ii i P1 i ' J- ' Ti. j. t ' 1 M i - 1, t , n ii s !i ! fil • ! :| l ill ' ' ' ' |! 'i L L '' ' L L ' i 1.i i i i j T [7 i if i '"I ' T ' 1 !.' 1 "t l 1 Ljl t1 ' Hi ' ' M ! 1 ') 1 : I '( 1 !! ' l: 1n*T i i ii i T i 1 1 M Mil |l , 1 T * ' i " 1' i n i ' ii* u. ',1 | ! j . ' 1 | 'ill t i ,1 i i ! i i . i i i T i ii ll. i tji 1 1 1T i i ' i ii 'ill, 1 „.. ii 1 I(T ' . (1(1 I'll 1 1 j t | ;' j 1 ' i ; i i i i 1 ; , • i 1 "" T 7 [*? *•*•""•' t •** i • i n I n ' ! ' l j ' : i t I _L j_ j. l_i * [ ' ' Tp 1 I " ' I 1 J t J- ' 0^ -~-4*4.f 1 I 1 1 ; l ,i I i i ~.i, j^ HI i i.i i V, _J_ 1! ii* ,1- ' ' ' iHi i' jil i'" Illl , U*Ty ^_jin i n i1 l[l' "^ 1 1 1 I :'"'rn ' T ' i 1 ' LU att n i 'HI • •!in i ll 'Itr ^i i 351 T*t~ . i TJ ' !•' 'j, r T If; 1 1 Tl ' i i[T i i t*4 : j Li. ii U. —jT 'P" i '' 1 ! i II,., i !i ; 1 j 1 tj ': ' 1' ui i*ui, iu i\ L.' S : "Oi l \ 1 ~ ^ iT ^ — i ^ri| . : n ~J ~"n i1 J , 1 [^Z. id n ' ' U ' ' -i-L. ^ liil 1* ^''' !™ «y Mli 2l 1 M 1 .1 T" 1 ll o_ ' i_ "^J >u "" I ± ^jj ! i.iiP U. 4, +i LL. -a. * ' l! i j i '' j_ J ' ! ' ! ' '4 J ' i : ! i ! . ' 1 ; ' i ..- 3..i+tn!i^ H ini . ni ; i 1 1 1 ' Jill! ] j [T TU 1,1 ^ M , I l j"i jt i g% ! iSi nil ';^...l\ T -, X !li 'i1 , l'!' !l 00. 'L ' ' C ' 1 • \ '•'. 4 I iill* n ... £.. Hi P ...sT.ro 5M M S.1 i ' . !.i 'i i . i i ( ' T m T^• i '!i l jj|| iii 0... 1^ itT J ^£T T M ' li "it1 1 j' . ....:::. 1. 21T r rp ... .4. L._tt it IMTT 1 1 jill ill " :t! nti • i1 'i ! 'j_ jji ii, ii . . 4 • .*• . 44 i 1 1 1 ' • ] 1 ( III TT i ;1 i i !T 1 *TT i ! 1 il il 1 i 1 1 V II' 1 1 1 1 V 1 ii 1 . 1 ; !, i T i •.HI1 i i ;]| t MP T^ i i ! , £ 'li . ii ' IT H' ( j ' ' ill '!! Hi i i 1 , i Iill . i ^ i'' -U.; 1 i| III ! 1 !, 1 l.\\ 'i 1 1 I ! , 1 1 1 ;^i .1.1 ill 1 i ii ii; n i' i "i1 ini'i i ; 'i t i 'l iMhi ' ' t i , t ,1 ,!! 1 i| 1 1 ', i , l | i' l i , 1 l ' ! !l 1 1,1 \' i1 1 1 ,| 1 1 1 1 il 1 f, . , 1 j_ ' ' . 1: i ; ' i; 1 ll 1 , II 1 ' 1 1 1 1 J ', , il < ii " i 1 1 > ~ T " T "*" i 3 2 3 4 .5 £ fl 1 2 34568 NORMAL PRESSURE, KIPS PER SQUARE FOOT | i j i 1 i i i j r i i "T ^"1 "M 4-4 1 P | "> .... IT._...ni..., it.1. mT i id"i i i 7 1 1 i) j ! ' 1M ' • ii Trim. L^ r i t1" • Ji.. itit. ti.tt.II; r iif ii ji.inin"H1 jj" LL 1 ^ in.ii r i 44i j!^it * ii^ *ii i ![ l 1 i r 40. , , i*u. nTit ' ,• ii nt' 1 1.1 'i*1- TTt li.1 It*' US ^1 111 ' llp i ' 1 1. ! i Tt K> 20 JO PLATE UNITED STATES TESTING-ENGINEER SUPPORT SERVICES SHEAR TEST RESULTS 4 . Se. X£2, 5 1-o LU ooc *-• CO cc<t SiCO 1 1 tfi»^^ ^ ^ ^ J^1 > •' ^rt*i * VJ>** 0= 22° C = 0.14 (*•*** -*** X * 4\, 1234 NORMAL PRESSURE (ksf) SOIL DESCRIPTION UCMHT TO MEDIUM BROWN WITH FLECKS OF BLACK. SttTY SAND (FME TO ME£*JM) JOB NO 7745 • _BORING NO 2 DEPTH 2.0 FEET United States Testing Company, Inc. Engineering & Support Services 3467 KURTZ STREET SAN DIEGO CALIFORNIA 92110 (619) 225-9641 FAX (619) 224-8950 NEW YORK MEMPHIS ORLANDO MODESTO SAN DIEGO PENNSYLVANIA ATLANTIC CITY HOBOKEN March 8, 1991 Job No 7745 City of Carlsbad Building Department 2075 Las Palmas Drive Carlsbad, California 92009-4829 Subject Reference Review of Foundation and Building Plans & Specifications Laundry Facility Addition La Costa Hotel and Spa Carlsbad, California Geotechnical Investigation Proposed Laundry Facility La Costa Hotel and Spa Carlsbad, California Prepared by United States Testing Company, Inc Dated September 29, 1989 With Addendum dated August 23, 1990 And Update dated October 15, 1990 Gentlemen We have reviewed the foundation and building plans and we have determined that the recommendations in the soil report are properly incorporated in these plans We have reviewed Sheet 11, Title Statistics and Location Map dated December 8, 1990, SP 1 Site Plan dated November 5, 1990, Al Foundation Plan, A2 Floor Plan, A9 Roof Framjng Plan, A10 Exterior Elevations, All Building Sections, A12 Buildirg Sections, A13 Construction Details A14 Construction Details, A15 Construction Details, A17 Building Materials Specifications all dated November 5, 1990, and prepared by 4 Design Architecture and Planning We had previously signed the grading plans prepared by Rick Engineering indicating we had reviewed and found they had properly incorporated our soil report recommendations We appreciate the opportunity to be of service to you on this project If you have any questions regarding this report, please contact our office Very truly yours, lch t''Geot4chnical Department Manager cc file ref (7745 FORMERLY TESTING ENQINEERS-SAN DIEGO