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Home My WebLink About2585 PIO PICO DR; ; 86-18; PermitI hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. Lic No _____________________ Class i hereby affirm ihàt I am exempt irom the Contrac-tor's License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which re-quires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the ap-plicant for such permit to tile a signed statement that he is licensed pursuant to the provisions 01 the Contractors License Law (Chapter 9 commencing with Section 7000 01 Division 301 the Business and Professions Code) or that is ex-empt therefrom and the basis for the alleged exemption. Any violation 01 Section 7031.5 by an applicant for a permit sub-jects the applicant to a Civil penalty 01 not more than tine hun- dred dollars ($500). I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the strac- tare is not intended or offered 101 sale (Sec; 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of properly who builds or improves thereon and who does Such work himoelt or through his own employees, provided that such improvements are not intend- ed or uttered fo r sale. It, however, the building or improve- merit is sold within one year 01 completion, the owner-builder will have the burden 01 proving that he did not build Or im-yr ye or the purpose 01 sale(. I, as owner 01 the property, am exclusively contracting wit 'cenoed contractors to construct the project (Sec. 7044. :gusir so and Professions Code: The Contractor's License Law does not apply loan owoer 01 property who builds or im-proves thereoo, and who contracts for each projects with a ,contracJorJ license pursuant to the Contractor's License - AIIO'homeuwner I am improving my home, and the follow-, c1ditions exist: The work is being performed prior to sale. I have lived in my home 101 twelve months prior to completion of this work. I have not claimed this exemption during the last three years. 0 lam exempt under Sec. _________________ OS P.C. 10r this reason O thereby affirm that I have a certificate 01 consenLto self-insure. or a certificate 01 Workers Compensation tn sararrce. era certified copy thereof (Sec. 3800. Labor Codel POLICY NO. Z O COMPANY li- 0 Copy is filed with the city Z 0 Certified copy is hereby tarnished LLI IL CERTIFICATE OF EXEMPTION FROM 0 WORKERS COMPENSATION INSURANCE (This section need not be completed it the permit Lu in for one hundred dollars 101001 or less) Ic 0 t certify that in the performance of the work for which cc this permit is issued. I shalt not employ any person in any manner so as to become subject to the Workers' Compen' sation Laws of California. NOTICE TO APPLICANT: It_alter making this Certificate of Eoemption. you should bedbme subject to the Workers' Compensation provisions of the Labor Code. you must forthwith comply with such provisions or this permit shall be deemed revoked. - APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. CARLSBAD BUILDING DEPARTMENT Carlsbad, C,ph'teçn(a 92008-1989 (619) 438-5525 APPLICATION & PERMIT /_-1`1C JOB ADDRESS AV. NEAREST CROS$ST. 5 S o DATE OF APPLICATION! I I BUSINESS LICENSE st VALUATION J 77Lo ONE PERMIT NUMBER / LOT BLOCK SUBDIVISION I ASSESSOR PARCE.. J NO. CONTRACTOR _____________________________________________ CONTRACTORS PHONE OWNER'S NAME WtZ'4 OWNER'S 7 — E CO ATRACTOR'S ihD ~/J LICENSE NO. PLAN I 0 # . "S BUILDING SO. FOOTAGE / OWNERAILADD (o ER K DESIGNER'S PHONE 6/15156 969 5 6 4 9'0 9'!' 0001 6I/ 6 702991 Not Valid Unless Machine Certified DESCRIPTION OF WORK DESIGNEE ADDRES 5-t/4-Ve-" jne LICENSE NO. F/P FLR ELEV. vD NO NO I EDU CENSUS TRAC GP LAND USE PARKING SPACE RES UNITS GRADING PERMIT ISSUED 0 N 0 I REDEVELOPMENT 1AREA I YO NO I TYPE 0CC LO AD FIR SPR v' 0 N QTY. PLUMBING PERMIT - ISSUE QTY. MECHANICAL PERMIT - ISSUE 3 '' S1MARY/ACCOUNT NUMBER EACH FIXTURE TRAP /7 INSTALL FURN. DUCTS UP TO 100,000 BTU BUILDING PERMIT"001-810-00-00-8220 / EACH 8UI1DINGSEWER , OVER 100,000 BTU 1 SIGN'PERMI 001-810-00-00-8221 EACH WATER HE.ATER AND(OR VENT BOILERYCOMPRESSOR UPTO 3 HP .- ,7 PLA14:CHEC 001-810-00-00-8806 EACH GAS SYSTEM 1 TO 4 OUTLETS EACH GAS SYSTEM 5 OR MORE . , BOILER/COMPRESSOR 3.15 HP METAL FIREPLACE S ,.Of TOTAL PLUV1IN CEIiECTR(CL 001-810-00-00-8223 001-810-00-00-8222 /0 EACH INSTAL.. ALTER, REPAIR WATER PIPE . VENT FAN SINGLE DUCT - MECHNC 001-810-00-00-8224 EACH VACUUM BREAKER , MECH EXHAUST - HOOD/DUCTS ,,U, 71M0BILbfe 001-810-00-00-8225 WATER SOFTNER . RELOCATION OF EA FURNACE/HEATER .Q MOBILEMRK INSP EACH RDOPDRA(N (INSIDE) SOLAR 0 001-810-00-00-8226 a TOTAL MECHANICAL Iq- STRONON 880-519-92-33 TOTAL PLUMBING FIRE SPR(NRS 001-810-00-00-8227 CITY. ELECTRICAL PERMIT- ISSUE QTY. SOLAR -ISSUE PUBLIC FACILITIES FEE V 332-810-00-00-8930 ___ NEW CDNST EA AMP/SWTIBKR t[rirZ? A- /1'O — COLLECTORS - SCHOOL FEE- DISTRICT I PH 3 PH ' STORAGE TANKS . Carlsbad EXIST BLDG EA'AM/SWT/BKR ROCK STORAGE - Encinitas 1 PH 3 PH . PUMP ' - San Diegaito RE MODE L:ALTER PER CIRCUIT . PLAN CHECK FEE . San Marcos - TEMP POLE 200 AMPS OVER 206 AMPS' . - - LICENSE TAX 001-810-00-00-8162 rEMP'OCCUPAN -Y (30 DAY) . . MFF,/,' < )/L. 88O5199257 GRE IT EPOSIT > TOTAL ELECTRICAL - . TOTAL SOLAR . . If T OTALFEESpAyABLE - I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PER M'IT" AND DO HE EE I Expiration. Every permit boxed by the Building Official under the provisions of thrs * AN OSHA PERM1T IS REQUIRED EXCAVATNS OVER CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code shalt expire by limitation and become null and void If the building or work 50" DEEP AND DEMOLITIC) CONSTRUCTION IN HEHT OF / authorized by such permit is not commenced within 180 ayo from the date of Such - DECLARATIONS ARE,T,RUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERIl/iT IS permit, or if the buiId)x1 Or work authorized by su permrt is suspended Or ISSUED: TO COMPLY-WITH ALL CITY. COUNTY AND STATE LAWS GOVERNING BUILDING GON1 bandoned at any tbrn aver ihe wOrk IS commenced1r a eriod 01180 dsyn. STRUCTURES OVE STRUCTION. WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AN 4 ANT'S SIGN/.Ø CONTRACTOR APPR KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LlABlLtTIES, JUDGMENTS, COSTS1Ai-D II EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF ( BY PHOND GRANTING OF THIS PERMIT.611- a , '' I" v-a-, 0 I hereby affirm that there is a construction lending agency for the performance of the work torwhich this per- 01 mit is issued (Sec. 3007. Civil Code) ZI WI Lender's Name L Lender's Address__________________________________ USE RAIl PAINT PN ONLY & PRESS HARD FIELD INSPECTION RECORD OVER 2000 PSI POST TENSIONED MASONRY PILES. CAISSONS REQUIRED SPECIAL INSPECTIONS INSPECTORS NOTES REQ. IF INSPECTORS DATE INSPECTION CHECKED APPROVAL - SOILS COMPLIANCE .• . PRIOR TO FOUNDATION INSP STRUCTURAL CONCRETE PRESTRESSED CONCRETE CONCRETE FIELD WELDING HIGH STRENGTH . I, BOLTS / TYPE DATE QSPECTOR BUILDING FOUNDATION REINFORCED STEEL MASONRY GUN ITE OR GROUT SUB FRAME Li FLOOR Li CEILING SHEATHING J2-100F 0 S1-EAR FRAME EXTERIOR LATH LATH I INSULATION INTERIOR LATH & DRYWALL PLUMBING Li SEWER AND BL/CO_Li PJCO UNDERGROUND WASTE 0 IWATER 'i-8. TOP OUT WASTE "ATER TUB AND SHOWER PAN GAS TEST o WATER HEATER Li SOLAR WTER ELECTRICAL Li ELECTRIC UNDERGROUND UFFER ROUGH ELECTRIC O ELECTRIC SERVICE Li TEMPORARY O BONDING 0 POOL MECHANICAL O DUCT & PLEM., Li REF. PIPING HEAT - AIR COND. SYSTEMS VENTILATING SYSTEMS CALL FOR FINAL INSPECflON WHEN ALL APPROPRIATE ITEMS ABOVE HA'JE BEEN APPROVED. FINAL PLUMBING ELECTRICAL I MECHANICAL GAS BUILDING SPECIAL CONDITIONS CASHIER'S VALIDATION r 1146'J.00 SF SEWER PERMIT,APPLICATION APPLICANT TO FILL IN SHADED AREA SEWER PERMIT NUMBER:SE BUILDING PLAN CHECK NUMBER:PC o &-/8 BUILDING TYPE: OFF/CE BUILDING / NUMBER OF EDU'S: 1,113 - " p/ A) OWNER: CALCULATIONS:____________________________________ MAILING ADDRESS: '/zôOô CONTRACTOR: MAILING ADDRESS: LEGAL DESCRIPTION: ___________________________ CONNECTION FEE COST PER UNIT /000 x NO. UNITS - LATERAL CHARGE: J1r - TOTAL CHARGES: ", 7 PREPARED BY: OZT E Et/A,'-S ASSESSORS PARCEL NUMBER: / /20 / (PRINTED NAME) COMMENTS: WHITE: DIPS GREEN: Finance •CANARY: Water PINK: Building GOLD: Applicant .it . -, FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 86-18 & 850 DATE: 1-16-87 PROJECT NAME: ADDRESS: 2585 Plo Pico - PROJECT NO.: UNIT NUMBER: PHASE NO.: - TYPE OF UNIT: OffiLit R1111dtn NUMBER OF UNITS: CONTACT PERSON: CONTACT TELEPHON 811 dt,t INSPECTED DATE BY: _________________________ INSPECTED / APPROVED DISAPPROVED INSPECTED DATE BY: ________________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED ______ DISAPPROVED COMMENTS: 0 \T L7 Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION RECEIVED JAN 1 91987 PLAN CHECK NUMBER: 861S & 30 DATE: 1-16-137 PROJECT NAME: ADDRESS: 2585 PO Fico PROJECT NO.: _________________ UNIT NUMBER: PHASE NO.: TYPE OF UNIT: Off fte B111,14int NUMBER OF UNITS: CONTACT PERSON:___________________________________________________________________________ CONTACT TELEPHONE:________________________________________________________________________ d I'- 11 tftt DATE INSPECTED: APPROVED _/-ii7 DISAPPROVED INSPECTED (.J DATE INSPECTED: ____________ APPROVED ______ DISAPPROVED INSPECTED DATE BY: _________________________ INSPECTED: _____________ APPROVED ______ DISAPPROVED COMMENTS: 'S Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 86-18 & 850 DATE: 1-16-7 PROJECT NAME: ADDRESS: 585 1tr Pico PROJECT NO.: UNIT NUMBER: PHASE NO.: TYPE OF UNIT: Off R11711dirf, NUMBER OF UNITS: CONTACT PERSON: CONTACT TELEPHONE:______________________ nil INSPE DATE INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED ______ DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED COMMENTS: Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire F V V 9 FINAL BUILDING !NSPECTION PLAN CHECK NUMBER: 86-18 & 850 DATE: 1-16-87 PROJECT NAME: ADDRESS: 2585 Plo Pico PROJECT NO.: UNIT NUMBER: PHASE NO.: TYPE OF UNIT: Offi e Thiii dincr NUMBER OF UNITS: CONTACT PERSON: CONTACT TELEPHONE:________________________________________________________________________ 4 iir3ni /: INSPECTED BY: INSPECTED BY: INSPECTED BY: DATE . INSPECTED: DATE . INSPECTED: DATE INSPECTED: APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED V DISAPPROVED • Costa COMMENTS: Real Municipal Water District Engineering Department (619)438-3367. FEB. 02 1987 M. / Rev. 1/86 WHITE: Suspense BLUE: Water. District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire V V ESGIL CORPORATION N 9320 CIIESAI'EAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560-1468 DATE: S7zF7.ER 2?_ I 9'6 JURISDICTION: oF 'NEiECKER ' ' ____ ' E] FILE COPY PLAN CHECK NO: D INER PROJECT ADDRESS- L,(n _)iI PROJECT NAME : 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 D 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 U 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: -c- Date contacted: -2Z- xc Telephone #72-7 1/?'! REMARKS: 114,&fdZ_ AJQ By: Enclosures: ESGIL CORPORATION U In 0 I I1 U ENCL: ESGIL CORPORATION 9320 CIIESAI'EAKE DR.. SUITE 208 SAN DIEGO, CA 92123 (619) 560 1468 DATE: Aot2 IL 9 DICAN_._ JURISDICTION: O C4,'_s341O CHECKER *LAN l 0 PLAN CHECK NO: ' ct / S DESIGNER PROJECT ADDRESS: R P/ Di2,1.i PROJECT NAME: R 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 A 77A c 77 are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies U identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list-transmitted herewith is the jurisdiction's 0 copy for yourinformation. 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 t2J 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: /23/2-T J2fC4r Date contacted: /- - d'C Telephone #'/3/2 REMARKS:Ap4i- Pe#i"s .4iz /-1Aa/,) 4s BY: W__J __________ ESGIL CORPORATION 3- ' CITY OF CARLSBAD PLAN CHECK NO. 86-18 RECHECK NO. 1 APRIL 9, 1986. REMAN1 ITEMS FROM oRIGINAL1'.CoRRECTIoN:LIST. - , 15. Dime si n distance from proposed building to South Pro er e. ny show the property to the west is blic r'ght-of-way.(Interstate 5). 129. Show fire prot c ion under new stairs at rear of building. . If you have any questions, please contact Robert C. Hoglen of Esgi1 Corporation at (619)560-1468. Thank you. ' ESGIL CORPORATION 9320 C1ESA1'CAKE DR.. SUITE 208 SAN I)IEGO, C.A. 92123 (6 19) 5iO- I 4(8 DATE: JURISDICTION: CIT1 0 Q PLAN CHECK NO: PROJECT ADDRESS: P' PROJECT NAME: '° 0AP LICANT JJJJ ISDICTION LAN CHECKER DFILE COPY J UPS fl 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 with the jurisdiction's building codes when minor deficien- U des 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 the jurisdiction's copy for your information. The plans are being held at- Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone REMARKS: BY: ENCL: N91,J0,C4,e0c ESGIL CORPORATION - 2)LIC ?<'-3' TO: Robert J. Royce 2956 Roosevelt Suite 3 Carlsbad. CA 92008 CITY OF CARLSBAD flAPPLICANT COPY []CITY COPY UPLAN CHECKER COPY []FILE COPY COMMERCIAL PLAN CORRECTION SHEET Plan Check Number 86-18 Site Address Pio Pica Owner Jack Kubota Building Code Applicable 1982 UBC; 1982 UPC; 1982 UMC; 1981 NEC Occupant Load 32 Stories 2 Occupancy B-2 Use office building C. Type of Cons tructionV-N Sprinklers: Yes NoXXX H. Allowable Floor Area 16,000 Actual2671 1. Basis for Area Increase J. Remarks Date Plan Submitted 1/10/86 Date Plans to Plan Checker. 1/13/86 Date Initial Plan Check thmpleted2/3/86 —By RobertC.Hoglen Applicant Contact Person Robert Royce Tel. 434-6259 FOREWORD:PLEASEREAD This plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and State laws regulating noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Division. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. For information regarding those departments, please contact those departments. The items listed below require plan clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Section 303(c), 1982 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. Please stibrriit two sets of corrected plans and enclose a copy of this list with your notes indicating where corrections were made i.e. sheet, detail, etc.. Return corrected plans and documents to Esgil Corporation at 9320 Chesapeake Dr., 11208, San Diego, CA 92123,(Tel. (619) 560-1468) or to the City Building Permit Counter. 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 the California licensed Architect or Engineer responsible - for the design. Please include the California license number and the date the plans are signed. Indicate on the Title Sheet whether or not a grading permit is required for this project. Show on the Title Sheet all buildings, structures, walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as 'not included' on the site plan or Title Sheet. Provide a Building Code Data Legend on the Title Sheet. Include the fol- lowing code information for each building proposed: Occupancy Group f3-Z Description of Use __ Type of Construction V' ' Sprinklers: Yes or No Stories 2 Height 24' Floor Area Justification 'to exceed allowable area in Table 5-C Justification to exceed allowable height or stories in Table 5-0 SITE PLAN Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, streets, existing and proposed buildings and structures, location of yards used for allowable increase of building area and dimensioned setbacks. Provide a statement on the site plan stating: All property lines, easements and buildings, both existing and proposed, are shown on this site plan'. Clearly designate on the site plan existing buildings to remain, existing buildings to be demolished, buildings to be constructed under this permit and any proposed future buildings. Show on the site plan all proposed walls, retaining walls and fences. Specify their heights on the plans. Clearly dimension building setbacks from property lines. Street center- lines, and from all adjacent buildings and structures on the site plan. Show and dimension on the site plan all building projections including eaves, balconies, cornices and similar appendages extending beyond the exterior walls. Show on the site plan, or provide the grading plans., showing finish floor elevations, elevations of finish grade adjacent to buildings, drainage patterns and locations and gradients of cut or fill slopes. Show dimensioned parking layout including any required handicap access spaces. Show the location of any designated flood plains, open space easements, or other development restricted areas on the site plan. S7/7 P -J (O ;-' c, c. 4 -'1 S7—c1 C7tid A,/0 ,_1Z rw "S LOCATION ON PROPERTY 20. When two or more buildings are on the 6 D. same property, the buildings shall have an assumed property line between them for the purpose of determining the required wall and opening protection and roof cover requirements, per Section 504(c). An exception is provided if the combined area of the buildings is within the limits specified in Section 505 for a single building. If this exception is used, show how the building(s) will comply with Section 505. X 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 .20feet to a property line or an assumed property line, shall be O'.' fire- rated construction. Section 703(a) 23 Exterior walls shall have a 30 inch parapet when less than I0 feet to a property line or an assumed property line. (see exception, Section 1709) 24. The exterior wall shall have protected openings (3/4 hour) when closer than iO feet to a property line or an assumed property line. Section 2_03(b) The exterior walls shall have no openings when closer than feet to a property line or an assumed property line. Openings include windows, doors, scuppers, vents, etc. Section 03(b) Eaves over required windows shall be not less than 30 inches from side and rear property lines. Section 504(a) 27. 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 ,..3O. Projections may not extend more than one-third the distance from the exterior wall to the property line or one-third the distance from an assumed vertical plane located where fire-resistive protection of openings is first required, whichever is least restrictive. Section 504(b) 31. 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 passageway connecting separate buildings must comply with the requirements for an arcade. Section 509 ).4" Exterior exit balconies cannot be located in an area where openings are required to be protected. Section 3305(i) 35. Exterior stairways shall not project into yards where protection of openings is required. Section 3306(n) 036- Yards or Courts serving as required exits for 10 or more occupants must be at least 10 feet wide or have walls of one-hour construction for a height of 10 feet above the Court or yard grade. Openings shall be protected by fire- assemblies having a rating of not less than three-fourths-hour. Section 3302 definition and Section 3311(d) .yri Structural elements exposed in walls required to be fire-resistive construction due to location on property must have the same fire- resistive rated protection as the wall, or as required for the structural frame for the type of construction, whichever is greater. Table 17-A footnote 1, and Section 1702 Openings for scuppers, mechanical equipment vents, foundation vents and similar openings are not permitted in walls located where openings are prohibited and would have to be protected where openings are required to be protected. Table 5-A 29' Projections over public property must comply with Chapter 45. BUILDING AREA, HEIGHT AND STORIES .!1fl??PflflV nrnflly r VCTC Building Designation 5'u-r Li.& Type Construction Shown V Number of Stories and Height 2- / Basic Allowable Area Increases For Multi-Stories For Yards Feet On Sides - For Sprinklers Total Allowable Area Actual Area Total 2- 6 7/ Area Sepration Walls Yes Yes No Yes No Yes No Yes No Over Area Yes Yes No Yes No Yes No Yes No Over Height Yes (N ç2 Yes No Yes No Yes No Yes No Over Stories Yes Yes No Yes No Yes No Yes No BUILDING AREA 2< Provide on the Title Sheet of the plans the code justification for exceeding the basic allowable area in Table S-C. Section 506 ,AO. 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 )Ft As shown, the building(s) is/are over area for the Type of Construction shown. Table S-C Al'. The total floor area of a multi-story building cannot exceed twice the basic area allowed by Table 5-C after increasing the basic area, per Section 506 43 No single story can exceed the basic area allowed by Table 5-C plus the increases allowed by Section 506. A4 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. ,4,5' A basement need not be included in the total allowable area, provided such a basement does not qualify as a story nor exceed the area permitted for a one story building. AREA SEPARATION WALLS Area separation walls 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., III and IV buildings; and two-hour in Type Il-one- hour, Type II-N and Type V buildings. Section 505(e)l ,Al. Openings in four-hour area separation walls are required to be protected with three-hour fire-resistive assemblies, and 1-1/2 hour fire- resistive assemblies in two-hour area separation walls. Section 505(e) 4E' Openings in area separation walls are Limited to 25 percent of the length of the wall in each story. Section 505(e) 4 7 If area separation walls do not extend to the outer edge of horizontal pro- jections, (balconies, roof overhangs, canopies, marquees and architectural projections) and the projecting elements contain concealed spaces, the wall shall extend through the concealed space to the outer edges of the projecting elements. The exterior walls, and projecting elements above, must be of one-hour con- struction on each side of the area separation wall for a. distance equal to the depth of the projecting elements. Openings in the one-hour walls must be protected with three-fourth-hour assem- blies. Section 505(e)2 .$ All area separation walls must extend in a continuous straight vertical plane from the foundation to a point 30 inches above the roof, but may terminate at the underside of the roof sheathing if the roof/ceiling is two-hour construction. ,sr Two-hour area separation walls may ter- minate at the roof sheathing provided that: 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. 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. Openings in the roof shall not be located within 5 feet of the area separation wall. Section 505(3) No openings in the roof are permitted within 5 feet of a two-hour area separation wall if parapets are not provided. Section 505(e)3 5 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 construc- tion with openings protected by three- fourths-hour assemblies. As an alternate, the wall may terminate at the sheathing of the lower roof, provided roof/ceiling elements, if parallel to the wall, are one-hour construction for a 10 foot width along the wall at the lower roof; where the lower roof/ceiling elements are perpendicular to the wall, the roof/ceiling elements shall be one- hour for the entire span. Section 505 (e)5. 54. 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 ,55. Show the basis for the approved fire- resistive construction elements for the area separation wall, parapet, and ceiling assembly if used in lieu of parapet. i.e. Item number in Table 43-A, B, C or U.L. Directory, etc. (Note that trusses require two layers of 5/8 inch Type 'X', per Gypsum Fire Resistance Design Manual, Item FC 5406) .8(. See the attached article, "Area Separation Walls Revisited", and incorporate appropriate data and details on your plans. -51. 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". BUILDING HEIGHT/STORIES '. Clearly show the maximum building height based on the definition in Section 409. .&. Clearly show if the lower level is .a basement or story, based on the definitions in Section 403 and 420. AT. 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. fr. 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 5-0 if the building is sprinklered throughout and the sprinkler system is not other- wise required by Section 506 (area) or Section 508 (substitute for one-hour). Section 507 4' Towers, spires and steeples shall comply with Section 507, exception I. FIRE-RESISTIVE CONSTRUCTION fr< Where one-hour fire-resistive con- struction is required, an approved automatic sprinkler system, when not otherwise required, may be substituted for the one-hour construction. However, the fire sprinkler system shall not waive or reduce fire-resistive require- ments for: occupancy separations, exterior walls due to location on property, area separation walls, shaft enclosures, corridor protection, stair enclosures, exit passageways, type of Construction separation per Section 1701 and atriums constructed in accord- ance with Section 1715. Section 508 fr6' Provide details of the one-hour fire- resistive construction. Include roof/ceiling assemblies, floor/ceiling assemblies, wall assemblies, post and beam assemblies, etc. fr Maintain one-hour fire-resistive wall construction at built in wall fixtures and behind mailboxes, fire- exitinguisher cabinets, electric panels exceeding 16 square inches in area, etc. Section 4304(e) ft8T Detail and reference ICBO number or other approval for horizontal fire assembly using trusses. Section 4303(b)8 Detail how fire-resistive wall and ceiling protection will be maintained at all duct penetrations such as at bathroom and kitchen hood fans, laundry room fans and dryer vents. Also detail recessed light fixtures. Section 4303(b)6 )U Roof/ceiling and floor/ceiling assemblies must be of one-hour construction, detail fire assemblies on plans along with their ICBO number or other I.D. number from the Fire-Resistive Design Manual published by the Gypsum Assoc. or U.L. number or item number from Table 43-C. UBC ' Detail water heater vents located inside fire-resistive wall con- struction or within fire-resistive shafts. 17-21— Detail pre-fabricated fireplace flues within individual fire-resistive shafts and specify fire-stopping around fireplace box opening. Section 4304(e) 2-3. Clearly identify location and hourly fire-resistive rating of vertical shafts on the plans. Provide construction details showing location of fire dampers and how fire resistivity will be maintained at floors and roofs. Section 1706 Note on the plans that elevator doors must be constructed and installed in the same manner as a - hour fire assembly, even though elevator doors are not identified with fire labels. .25 Detail column fire protection per Table 43-A in the USC and specify column impact protection in garage areas per SEction 4303(b)5. As a minimum, show a 22 ga. steel jacket around each column to a height of 3 feet above the ground for impact protection. Structural members such as beams supporting more than one floor or roof must be individually fire protected. (Section 4303(b)6) Detail required protection. 21: 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. 78 Detail all plumbing and electrical penetration at occupancy, area, corridor or other fire separation walls as specified in Section 4304(e). 29 Detail all furred ceilings as required in Section 4203. Show fire-retardant treated wood where necessary. _)Mr Clearly label and identify on the plans the fire-resistive corridors, area separation walls, shafts, occupancy separation walls and floors, exit courts less than 10 feet wide and exit enclosures, along with their hourly ratings. Section 302(c) INTERIOR WALL AND CEILING FINISH Foam plastics shall not be used as interior finish except as provided in section 1712. When walls and ceiling are required to be fire-resistive or non-combustible, the finish material shall be applied directly against the fire-resistive construction or to furring strips not exceeding 1-3/4 inches. The furred space shall be filled with inorganic or Class I material or fire stopped and not to exceed 8 feet in any direction. $.r When finish materials are set out or dropped more than 1-3/4 inches from fire-rated walls or ceilings the finish material shall be Class I or sprinklered on both sides or attached to non-combustible backing or furring strips. fta( Hangers and assembly members of dropped ceilings below a one-hour ceiling assembly shall be non-combustible materials except in Types III and V construction. Where fire-retardant treated wood may be used. _&5. All interior wall or ceiling finishes less than 1/4 inch thick shall be applied directly against a non-combustible backing unless it is in accordance with an approved tested assembly. 86. provide a note on the plans with the finish schedule that, "Wall and ceiling materials shall not exceed the flame spread class- ifications in UBC Table 42-B.' OCCUPANCY SEPARATION A -hour occupancy separation is requirud between________________________ occupancy and the occupancy. Table 5-8, Section 503(d), Tables 43-A, B, C and Chapter 43 Administrative and clerical offices and similar rooms need not be separated for other occupancies provided they are less than 750 sq.ft., less than 25 percent of the floor area of the major use and not related to an H-1 or H-2 Occupancy. Section 503(d) ,S9 Provide _-hour fire-resistive door assemblies in the -hour occupancy separation. Section 503(c) ,W. The required three-hour rated occupancy separation between 8-2 and B-i occupancies may be reduced to a two-hour rating when the B-i is limited to the storage of passenger vehicles, and the provisions of Section 702 are not applicable. Table S-B The two-hour occupancy separation may be further reduced to one-hour, if the aggregate area of B-i occupancy within the building does not exceed 3,000 sq.ft. Section 503(d) A B-i occupancy in the basement or first story of a building housing a group B, Division 2 occupancy may be classed as a separate building. The building above may also be considered a separate and distinct building for the purpose of area limitation, lim- itation of number of stories and type of construction ONLY if the following conditions are met: B-i is Type I construction 8-1/8-2 is separated by a three-hour occupancy separation C. B-I is restricted to passenger vehicle storage, laundry rooms and mechanical equipment rooms (No storage, recreation room, etc.) d. The maximum building height does not exceed the limits in Table 5-D for the least type of construction The Type I Construction is required to have protected exterior wall openings when located within 20 feet from a property line. Section 1803(b) .9- All openings in floors forming a three-hour separation shall be protected by vertical enclosures above and below the opening. The walls of such enclosures shall be not less than two-hour fire-resistive construction, and openings therein shall be protected by a one and one- half-hour assembly. Section 503(c), Tables 43-A, B, Cand Chapter 43 Structural members supporting an occupancy separation must have the same fire-resistive rating as the separation. Table 5-B, Section 503(d), Tables 43-A, B, C and Chapter 43 -.9-T-No openings are allowed in a four- hour fire-resistive occupancy separation wall. Section 503(c) Openings in a three-hour fire- resistive separation shall be protected by a three-hour assembly, and openings may not exceed 25 percent of the length of wall in the story and no single opening shall exceed 120 sq.ft. Section 503(d), Tables 43A, B, C and Chapter 43 A two-hour fire-resistive separation shall be not less than two-hour fire- resistive construction. Openings shall be protected by a one and one- half-hour assembly. Section 503(c), Tables 43- A, B, C and Chapter 43 A one-hour fire-resistive separation shall be not less than one-hour fire-resistive construction. Openings shall be protected by a one-hour assembly. Section 503(c), Tables 43- A, B, C and Chapter 43 _99 Occupancy separation wall penetrations must be either ferrous or copper and fire-stopped. Steel electrical outlet boxes, not exceeding 16 square inches per 100 square feet of wall, may be installed and shall be separated by a horizontal distance of 24 inches when on opposite sides of a wall. Section 4304(e) Fire-resistive floors used for occupancy separation shall have openings for mechanical and elec- trical equipment enclosed in shafts per Section 1706. j..er Clarify that wiring within concealed spaces complies with Section 4305(e). Ducts penetrating one or two-hour occupancy separation walls must have fire dampers. A fire door is required for three-hour separations. Section 4306(j) - _}O3. Usable space under the first story, when constructed of metal or wood, shall be separated from the non-usable space, and the story above, as required for one-hour fire-resistive construction and the aoor to the usable space shall be self-closing, of non-combustible construction or solid wood core, not less than 1-3/4 inches in thickness. Section 1703 3.-04. Show the basis for the rating of the occupancy separation you propose, i.e., Item number in Table 43-A, B, C; Gypsum Fire-Resistive Design Manual; U.i. • etc. EXITS In all occupancies, floors above the first story having 10 or more occu- pants, shall have not less than two exits. Section 3303(a) Exits should have a minimum separation of one-half the maximum overall diagonal dimension of the building or area served. Section 3303(c) The maximum number of required exits and their required separation must be maintained until egress is provided from the structure. Section 3303(a) i.eL Where a required exit enters a yard, the yard must lead to a public way. Section 3301 I.K. Where required exits enter an exit court (see definition, Section 404 and 3301), t)e exit court must discharge into a public way or exit passageway. The exits from the exit court shall comply with Section 3311 requirements for width, number, and protection of walls and openings. .UO. Basements require two exits. Section 3303(a) )-11. 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 stairway or exit passageway, measured along the path of travel. This may be increased 100 feet if last 150 feet is in a corridor. Section 3303(d) (See exceptions) jitr. Double acting doors are not allowed when serving a tributary occupant load of more than 100, or when part of a fire assembly, or part of smoke and draft control or when equipped with panic hardware. Section 3304(b) 1,1'. Exit doors should swing in the direction of egress when serving occupant load of 50 or more. Section 3303(d) See doors 115. Exit doors should be openable from the inside without the use of a key, special knowledge, or effort. Section 3304(c) INeto that cHit dooro pprvj.4-..1eg occupants -1'1 b -06 o't' Gha!R ! 3393(e).! Exit doors should be a minimum size of 3 feet by 6 feet 8 inches with a minimum door swing of 90 degrees. Maximum leaf width is 4 feet. Section 3304(e) .Li-T. The net dimension (clear width) at door- ways should be used in determining exit widths required by Section 3302(b). Section 3304(e). In consideration of door thicknesses, panic hardware, door swing etc., the required exit widths have not been furnished. See door 118 Regardless of occupant load, a floor or landing not more than 1/2 inch below the threshold is required on each side of an exit door. Section 3304(h) _1d1. 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) .1-2111. Revolving, sliding and overhead doors are not permitted as exit doors. Section 3304(g) 121 A door may open over a stairway landing provided the door, in any position, does not reduce the clear area of the landing, in the direction of travel, to less than one-half the required width of the stair- way. Section 3306(g) 1-2. Minimum exit court width is 44 inches. Section 3311(b) 125" Change in width in an exit court shall be effected gradually by a guardrail at least 36 inches high and making an angle of not more than 30 degrees with the axis of the court. Section 3311(b) ..1-11. 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) .1.1.. Ramps required by Table 33-A shall not exceed 1:12; other exit ramps 1:8. Ramps steeper than 1:15 shall have handrails as required for stair- ways. Minimum size landings and landing clearances must be provided. Section 3307 -1-25-Stairway width must be at least 44 inches when serving more than 50 occupants; 36 inches when less than 50; 30 inches when used as a private stairway serving less than 10 occupants. Section 3306(b) Section 3301(b) _J.. Seventy eight inch 'minimum headroom clearance for stairways should be indicated on the plans. Section 3306(p). Note that this is from a plane tangent to the stairway tread nosings. ':' Stairway handrails should not pro- ject more than 3-1/2 inches into the required width. Trim may not project more than 1-1/2 inches. Section 3306(b) 129 Enclosed usable space under interior or exterior stairways should be protected on the enclosed side as required for one-hour fire-resistive construction. 2 x 8 16" D.C. nailers. Section 3306(m) (n) Landings should not be reduced in width more than 7 inches by a door when fully open. Where doors open over landings, the landing shall have a length of not less than 5 feet. Section 3306(g) and Section 3304(h) Vertical distances between stairway landings are limited to 12 feet. Section 3306(i) All interior stairways and ramps shall be enclosed. An enclosure is not required if serving only one adjacent floor and not con- nected to stairs or corridors serving other floors. Section 3309(a) J..3-r. Stairways from upper levels which extend below the level from which eqress from the building is provided, shall have an approved barrier to preclude exiting into such lower levels. Section 3306(h) & 3309(e) Stairway riser must be 4 inches minimum and 7-1/2 inches maximum and minimum run shall be 10 inches except in winding, circular or spiral stairways. Section 3306(c) Winding and spiral stairways are permitted only in residential occupancies. Section 3306(d) j' Stairways should be enclosed as specified in Section 3309: Two-hour fire-resistive walls are required in buildings of Type I and It-F.R. Construction, and in all buildings over four stories, and one-hour elsewhere. Only exit doors are allowed to open into exit enclosures. C. Doors should be labeled one an one-half-hours or one-hour fire assemblies. Exit enclosures should include a corridor on the ground floor extending to the exterior. Fire-resistive construction should be as required for the exit enclosure, including protected openings. Only exit doors are permitted to open into the corridor. An approved barrier is required at the ground floor to prevent people from accidentally con- tinuing to the lower level. Usable space is not allowed under the stairs. Occupied floors more than 75 feet above the highest grade should have all exits from the building in smoke-proof enclosures. Section 3310(b) In buildings four or more stories, one stairway must extend to the roof. Section 3306(o). It must be in a smoke-proof enclosure in buildings over 75 feet in height. A first story as allowed by Section 702 shall be included in determining the number of stories when deter- mining if a stairway to the roof is required. Section 3306(o) 139 Handrails are required on each side of stairways. Stairways required to be more than 88 inches wide shall have intermediate handrails. Stairways not over 44 inches wide may have one handrail if not open on both sides. Private stairways (1 tenant), 30 inches or less in height, may have one hand- rail. Handrails shall be 30 inches to 34 inches above nosing of treads and be continuous and, except for private stairways, at least one rail shall extend /.inches beyond top and bottom risers. Handrail ends shall be returned or shall terminate in a newel post or safety terminal. Section. 3306(j) T -233 J.40. The handgrip portion of all handrails shall be not less than 1-1/4 inches nor more than 2 inches in cross-sectional dimension. Handrails projecting from walls shall have at least 1-1/2 inches between the wall and the handrail. Section 3306(j) .I-41 Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the required stairway width. Section 3306(g) _42. Openings in the exterior wall below or within 10 feet horizontally of an exterior exit stairway in buildings over two stories shall be protected by a self-closing assembly having a three-fourths-hour rating, unless two separate exterior stairways serve an exterior exit balcony. Section 3306(1) CORRIDORS J.411 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) J.k4' 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 or more occupants shall have walls and ceilings of one- hour construction except: Corridors greater than 30 feet wide when the occupants or areas served by the corridor have an exit independent from the cor- ridor. Exterior sides of exterior exit balconies. Section 3305(g) J4 One-hour fire-rated corridors shall have door openings protected by tight-fitting smoke and draft control assemblies rated 20 minutes, except openings in interior walls of exterior exit balconies. Doors shall be maintained self-closing or be automatic-closing by action of a smoke detector per Section 4306(b), doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides and top. Section 3305(h) ..L4T Total area of all openings, except doors, in any portion of an interior corridor, shall not exceed 25 percent of the area ot the corridor wall of the room which it is separating from the corridor. Such openings shall be pro- tected by fixed, approved 1/4 inch thick wired glass installed in steel frames. Section 3305(h) Duct penetrations of fire-rated corridor walls and ceilings shall have fire dampers per Section 4306(j). ..149. Viewports in 20 minute rated corridor doors cannot exceed 1 inch in diameter and must have 1/4 inch thick glass and metal holder that will not melt at 1700eV. Section 3305(h) Provide a complete architectural section of the corridor, and exterior exit balcony, showing all fire-resistive materials and details of construction for all floors, walls, roof and all penetrations. Section 3305(g) Ceilings of combustible materials cannot be suspended below the one-hour corridor ceiling. Section 3305(g) ,.1.&2. 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) 1,571- See attached details for approved methods of providing one-hour corridor construction. .154 When two exits are required, dead end corridors and exit balconies are limited to 20 feet. Section 3305(e) 34& Exterior exit balconies cannot be located in areas where protected openings are required. Section 3305(i) EXIT SIGNS .1-&6. Exit signs are required for exits serving an occupant load exceeding SO. Show all required exit sign locations. Section 3314(a) Show that exits are lighted with at least one foot candle at floor level. Section 3313(a) Show that the power supply for exit illumination and exit signs is provided by two separate circuits. (Occupant load exceeds 50 in I occupancies, 100 in H occupancies and 300 in all others). Section 3313(b)l Show separate sources of power for exit illumination and exit signs. (Occupant load exceeds 999 in A-I, 500 in A-2/2.1, 150 in churches, 100 in I's. 500 in B-2 occupancies). Section 3313(b)2 The exit sign locations as shown are not adequate. ELEVATORS J4. Provide notes and details to show the elevator will comply with Sections 5101 through 5105. GLASS AND GLAZING Specify on the window schedule the glass type and thickness to show compliance with Table 54-A and B. Glass in doors or within 12 inches of doors is required to be safety glazing. Section 5406(d) 164 Glass in excess of 9 sq.ft. with the lowest edge less than 18 inches above a walking surface shall be safety glazing or shall have a horizontal member not less than 1-1/2 inches in width and located between 24 and 36 inches above the walking surface. ROOF .14< A fire-retardant roof covering is required. See exceptions under Section 3202(b) Specify roof pitch. 14 Roof pitch is not adequate for roof covering specified. Specify minimum pitch of Jk8 Specify roof material and application. .149. Specify ICBO, ur.. or other recognized listing approval number for roof mater- ials not covered in UBC. Specify roof slope for drainage or design to support accumulated water. Section 3207(a) 171. Show roof drains and overflows. Size drains per Appendix 0 of UPC. Section 3207(a) .1-77. Show the legal basis to allow root drainage to flow on to the adjacent property. 173. Draft stop roof/ceiling area, attics, mansards, overhangs, false fronts and Similar to limit area to 3,000 sq. ft or 60 LI' (9,000 sq.ft. and 100 LF, if sprinklered). Section 2516(f) 174 B-2 and B-4 occupancies with over 50,000 sq. ft. of undivided area and N occupancies over 15,000 sq.ft. of Single floor area shall have smoke and heat vents per Section 3206. .1.75 Provide skylight details to show com- pliance with Section 3401 and 5207 or provide ICBO or other recognized approval listing. Provide plastic roof panel details to Show compliance with Section 5206 or provide ICBO or other recognized approval listing. 177 Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if a least 50 percent of the required vent is at least 3 feet above eave or cornice vents. Section 3205(c) FIRE EXTINGUISHING 1-79 Fire sprinklers are required on 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 SO 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) ,l.80 Fire sprinklers are required in a basement if any portion of a basement is more than 75 feet from openings in an exterior wall. Section 3802(b) Fire sprinklers are required at the top of rubbish and linen chutes and in their terminal rooms. Chutes extending through three or more floors shall have additional sprinkler heads installed within such chutes at alternate floors. Sprinkler heads shall be accessible for servicing. Section 3802(b) Fire sprinklers are required in retail sales rooms where the floor area exceeds 12,000 sq.ft. on any floor or 24,000 sq.ft. on all floors. Section 3802 Provide fire sprinklers Section 506, 507, 508 or 3802. See also Jurisdiction Ordinance. )8l When serving more than 100 sprinkler heads, automatic sprinkler systems shall be super- vised by an approved central, proprietary or remote, station service, or shall be provided with a local alarm which will give an audible signal at a constantly attended location. 1-65—Provide class______ standpipes per Section 3807. A first story as allowed by Section 702 shall be included in determining the number of stories when determining if standpipes are required. Section 3806 TITLE 24 HANDICAPPED ACCESS AND ENERGY CONSERVATION 186. Provide notes and details on the plans to show compliance with the enclosoed Handicapped Access and Energy Conser- vation check lists. 1.78. Provide a minimum 22" x 30" (or 30" x 30" if equipment is in attic) attic access opening. Section 3205(c) Dimension foundations per Table 29-A. JN55R 04V FLOOM ST THS ThCKN(S$ Oc PVVIOAflO U. ___________________ m o POO1U esyu..KWMMO w I ns,ssss 0 () ,m et.ow I $FOOT.O OOVC I SU*?SC* L IJtCAT• C01C5!T! MAIOSY I 6 6 12 6. 12 2 8 $ IS 7 1$ 3 10 10 1$ I 24 2e Show foundation sills to be pressure treated, or equal. Section 2516(c)3 Show foundation bolt size and spacing. Section 2907(e). Specify size, ICBO number and manufac- turer of power driven pins. Show edge and end distance and spacing. Section 306(f) ..2.0-3 Show size, embedment and location of hold down anchors on foundation plan. Section 2303(b)4 204 Note on the plan that hold down anchors must be tied in place prior to founda- tion inspection. Show adequate footings under all bearing walls and shear walls. Section 2907(d) 2e. Show stepped footings for slopes steeper than 1:10. Section 2907(c) ...21. Show minimum 18 inch clearance from grade to bottom of floor joists and minimum 12 inch clearance to bottom of girders. Section 2516(c)2 Show pier size, spacing and depth into undisturbed soil. Table 29-A Show minimum under floor access of 18 inches by 24 inches. Section 2516(c)2 3.14. Show minimum under floor ventilation equal to 1 sq.ft. for each 150 sq.ft. of under floor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516(c) 6 2-11. Specify that posts embedded in concrete shall be pressure treated per UBC Standard No. 25-12. Section 2516(c)l FOUNDATION _.181 Provide a copy of the project soil report prepared by a California licensed Civil Engineer. The report shall include foundation design recommendations based on the engineers findings and shall comply with UBC Section 2905. 188. Specify on the foundation plan or structural specifications sheet the soil classification, the soil expansion index and the design bearing capacity of the foundation. J.-&9 Provide a letter from the soils engineer confirminq that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommen- dations in the soil report are properly incorpor- ated into the plans. (when .required by the soil report) 190. The foundation plan does not comply with the following soil report recommendation(s) for this project:___________________________ D91 provide noteson the foundation plan listing the soils report recommendations for foundation slab and building pad preparation. 192 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: the building pad was prepared in accordance with the soils report; the utility trenches have been properly backfilled and compacted, and; C. the foundation excavations, forming and reinforcement comply with the soils report and approved plan". Provide spread footings for concentrated loads designed for 1,000 psf soil bear- ing or per bearing value as determined by an engineer or architect. Chapter 29 Show height of all foundation walls. Chapter 23 1.95. Show height of retained earth on all foundation walls. Chapter 23 Show distance from foundation to edge of cut or fill slopes and show slope and heights of cuts and fills. Chapter 29 Note on the plans that wood shall be 6 inches above finish grade. Section 2516(c)7 198. Note on plans that surface water will drain away from building and show drain- age pattern and key elevations. Section 2905(f) ) CITY OF CARLSBAD PLAN CHECK NO. 86-18 FEBRUARY 4, 1986 ADDITIONAL CORRECTIONS Toilet facilities for both sexes must be available for handicapped persons on the accessible floor. See T24 and Section 705 of the UBC. C. mn TflmTtn Show all header sizes on plan: At entry door. Along north wall at roof plan Verify all engineer's recommendations from calculations are on plans. ENERGY Form3's show roof insulation at ceiling joist (on top of drywall). Plan section show insulation at rafters. Note: As plans show insulation the facing on the insulation must have flame spread rating of 25 and attic area under insulation must be ventilated. Provide Form 5 lighting calculations. PLUMBING Provide plumbing plans. Condensate drain must run' to a wet trap. Provide gasline sizing per Section 1219 of UPC. ELECTRICAL 0 Verify serving voltage with S.D.G. & E. Provide disconnects for A/C units on roof. NEC 440-14. 0 • Provide a receptacle on the roof for servicing the A/C units. Mechanical Code 509. Submit calculations for the maximum allowable lighting load per CAC T24 T-15421 (Form 5) - signed by designer. CITY OF CARLSBAD PLAN CHECK NO. 86-18 FEBRUARY 4, 1986 SPECIAL REQUIREMENTS FOR CARLSBAD 222. Note a 4" property line cleanout shall be installed in a grade level box (City policy 80-31.- No wiring is permitted on the roof of a building and wiring on the exterior of a building requires approval by the Building Official. Electrical sub-panels cannot be in concealed locations (City policy 80-10). Provide details of roof drains to' show compliance with City Policy 84-35. If you have any questions, please contact Robert C. Hoglen of Esgil Corporation at (619) 560-1468. Thank 'you. - TITLE 24: DISABLED ACCESS REGULATIONS [NON—RESIDENTIAL CHECK LISfl AT EACH CIRCLED ITEM, NOTE THE PLAN SHEET THAT SHOWS THE CORRECTION. 91. ALKSANDSIDEWALKS(SF.C. 2-3325) Walks and sidewalks shall have a continuous com- mon surface, not interrupted by steps or by abrupt changes in level exceeding V5 inch, and shall be a minimum of 48 inches in width. Surfaces with a slope of less than 6 percent gradient shall be at least as slip-resistant as that described as a medium salted finish. Surfaces with a slope of 6 percent gradient or greater shall be slip-resistant. Surface cross slopes shall not exceed ¼ inch per foot. Walks, sidewalks and pedestrian ways shall be free of gratings whenever possible. For gratings located in the surface of any of these areas, grid openings in gratings shall be limited to ½ inch in the direction of traffic flow. When the slope in the direction of travel of any walk exceeds I vertical to 20 horizontal it shall comply with the provisions for Pedestrian Ramps. Abrupt changes in level along any accessible route shall not exceed Vs inch. When changes in level do• occur, they shall be beveled with a slope no greater than 1:2 except that level changes not exceeding ¼ inch may be vertical. When changes in levels greater than ½ inch arc necessary they shall comply with the requirements for curb ramps. Walks shall be provided with a level area not less than 60 inches by 60 inches at a door or gate that swings toward the walk, and not less than 48 inches wide by 44 inches deep at a door or gate that swings away from the walk. Such walks shall extend 24 inches to the side of the strike edge of a door or gate that swings toward the walk. 9. All walks with Continuous gradients shall have level areas at least 5 feet in length at intervals of at least every 400 feet. B. AZARDS(SEC. 2-33.26) Warning curbs. Abrupt changes in level, except between a walk or sidewalk and an adjacent street or driveway, exceeding 4 inches in a vertical dimen- sion, such as at planters or fountains located in or adjacent to walks, sidewalks, or other pedestrian ways, shall be identified by curbs projecting at least 6 inches in height above the walk or sidewalk surface to warn the blind of a potential drop off. When a guardrail or handrail is provided, no curb is required when a guiderail is provided centered 3 inches (plus or minus one inch) above the surface of the walk or sidewalk; the walk is 5 percent or less gradient or no adjacent hazard exists. Overhanging Obstructions: Any obstructions that overhangs a pedestrian's way shall be a minimum of 80 inches above the walking surface as measured from the bottom of the obstruction. (,PARKINc (SEC. 2.7102) I. The following table establishes the number of handi- capped parking spaces required: Total Number of Number of Handicapped Parking Parking Spaces Spaces Required I- 40 .......I 41- 80 .......2 81-120 .......3 121-160 .......4 161-300 .......S 301-400 .......6 401.500 .......7 over 500 . . . . . . . I for each 200 additional spaces provided When less than 5 parking spaces are provided, one shall be 14 feet wide and lined to provide a 9 foot parking area and a 5 foot loading and unloading oarcs. 3JPhysially handicapped parking spaces shall be lo- cited as near as practical to a primary entrance. If only one space is providcd, it shall be 14 feet wide and lined it) provide a 9 foot parking area and a 5 foot loading and unloading area. When more than one space is provided in lieu of providing a 14 foot wide space for each parking space, two spaces can be provided within a 23 foot wide area lined to provide a 9 foot parking area on each side of a 5 foot loading and unloading area in the center. The min- imum length of each parking space shall be 18 feet. In each parking area, a hump,r or curb shall be pro. vidcd and located to prevent encroachment of cars over the required width of walkways. Also, the space shall be so located that a handicapped person is not compelled to wheel or walk behind parked cars other than their own. Pedestrian ways which are accessible to the physi- cally handicapped shall be provided from each such parking space to rcaltcd facilities, including curb cuts or ramps as needed. Ramps shall not encroach into any parking space. EXCEP'rIONS: 1. Ramps located at the front of physically handicapped parking spaces may encroach into the length of such spaces when such encroachment does not limit a handicapped person's capability to leave or enter their vehicle thus providing equivalent facilitation. urface slopes of parking spaces for the physically handicapped shall not exceed ¼ inch per foot in any direction. _...5''Entrances to and vertical clearances within parking structures shall have a minimum vertical clearance of 8 feet 2 inches where required for accessibility to handicapped parking spaces. 6. Handicap parking identification signs shall be provided as required by Section 2-7102(e) in the following locations: On the pavement within each required park- ing space At the entrance to the parking facility. cANITARY FACILITIES (SEC. 2-511) 1. Where separate facilities are provided for non-handi- capped persons of each sex, separate facilities shall be provided for handicapped persons of each sex also. Where unisex facilities are provided for non- handicapped persons, such unisex facilities shall be provided for the handicapped. 2. Where sanitary facilities are located on accessible floors of a bailding, they shall be made accessible to the physically handicapped. 3. Passageways leading to sanitary facilities shall have a clear access width as specified in Chapter 33. All doorways leading to such sanitary facilities shall have: A clear unobstructed opening width of 32 inches. A level and clear area for a minimum depth of 60 inches in the direction of the door swing as measured at right angles to the plane of the jour in its closed position, and 44 inches where :he door swings away from the level and clear area. 4. Multiple accommodation toilet facilities shall h,svc the following: A clear space measured from the floor to a height of 27 inches above the floor, within the sanitary facility room, of sufficient size to inscribe a circle with a diameter not less than 60 inches, or a clear space 56 inches by 63 inches in size. Doors other than the door to the handicapped toilet compartment in any position may encroach into this space by not more than 12 inches. A water closet fixture located in a compartment shall provide a 28 inch wide clear space from a fixture or a 32-inch wide clear space from a wall at one side of the water closet and a 48 inch long clear space in front of the water closet if the compartment has an end opening door (facing the water closet). A 60 inch minimum length clear space shall be provided in a compartment with the door located at the side. Grab bars shall not project more than 3 inches into the clear spaces as specified above. A water closet compartment shall be equipped with a door that has an automatic closing device, and shall have a clear unobstructed opening width of 32 inches when located at the end and 34 inches when located at the side with the door positioned at an angle of 90 degrees from its closed position. Except for door opening widths and door swings, a clear unobstructed access not less than 44 inches shall be provided to water closet compartments designed for use by the handicapped and the space immediately in front 102385 PAGE 2 N. DRINKING FOUNTAINS (SEC. 5-1507, 2-511) The drinking fountain shall be a minimum of 18 inches in depth and there shall be clear and unob- structed spaces under the drinking fountain not less than 27 inches in height and 18 inches in depth, the depth measurements being taken from the front edge of the fountain. A side approach drinking fountain is not acceptable. The bubbler shall be activated by a control which is easily operated by a handicapped person such as a hand-operated lever type control located within 6 inches of the front of the fountain, a push bar control along the front of the drinking fountain, etc. The bubbler outlet orifice shall be bated within 6 inches of the front of the drinking fountain and shall be within 36 inches of the floor. The water stream from the bubbler shall be substantially parallel to the front edge of the drinking fountain. Whcre water fountains are provided, they shall be located completely within alcoves, or otherwise positioned so as not to encroach into pedestrian ways. OORS & HARDWARE (SEC. 2-3301, 3 3 0 4 ) All primary entrances to buildings shall be made accessible to the handicapped. Hand activated door opening hardware shall be centered between 30 inches and 44 inches above the floor. Latching and locking doors that are hand acti- vated and which are in a path of travel, shall be oper- able with a single effort by lever type hardware, by panic bars, push-pull activating bars, or other hard- ware designed to provide passage without requiring the ability to grasp the opening hardware. Locked exit doors shall operate as above in egress direction- Doors to individual hotel or motel units shall oper- ate similarly, except that when bolt and unlatching operation is key operated from corridor or exterior side of unit door, large bow keys (2 inch) full bow or 1% inch (half bow) shall be provided in lieu of lever type hardware on the corridor side. Separate dead lock activation on room side of corridor doors in hotels or motels shall have lever handle or large thumb turn in an easily reached location. Width and Heights. 1. Every required exit doorway shall be of a size as to permit the installation of a door not less than 3 feet in width and not less than 6 feet, 8 inches in height. When installed in exit doorways, exit doors shall be capable of opening at least 90 degrees and shall be so mounted that the clear width of the cxi tway is not less than 32 inches. For hinged doors, the opening width shall be mea- sured with the door positioned at an angle of 90 degrees from its closed position. At least one of a pair of doors shall meet this opening width require- ment. Revolving doors shall not be used as a required entrance for the physically handicapped. Maximum effort to operate doors shall not exceed 8.5 pounds for exterior doors and 5 pounds for interior doors, such pull or push effort being applied at right angles to hinged doors and at the center plane of sliding or folding doors. Compensating devices or automatic door operators may be utilized to meet the above standards. When fire doors arc required, the maximum effort to operate the door may be increased not to exceed 15 pounds. Construction. The bottom 10 inches of all doors except automatic and sliding shall have a smooth uninterrupted surface to allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. Where oarrow frame doors are used, a 10 inch high smooth panel shall be installed on the push side of the door, which will allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. Thresholds shall not exceed '/s inch in height. Where turnstiles arc used a door or gate that is accessible to the handicapped shall be provided within 30 fret. There shall be a level clear area on each side of an exit or passage door. Provide 60 inches clear in the direction of the door swing and 44 Inches on the side opposite the door swing direction. Measurements are to be at right angles to the closed door. 102385 I of a water closet compartment shall be not leu that 48 inches as measured at right angles to com- partment door in its dosed position. Single accommodation toilet facilities shall have the following: There shall be sufficient space in the toilet room for a wheelchair meas- uring 50 inches wide by 48 inches Long to enter the room and permit the door to close. The water closet shall be located in a apace which provides a 28 inch wide clear space from a fix- ture or a 32 inch wide clear space from a wall at one side of the water closet and 48 inches of clear apace in front of the water closet. In an existing building a single accommodation toilet facility may have the water closet fixture located in a compartment which provides a clear space of not less than 36 inches wide by 48 inches long in front f the water closet. Grab bars located on each side, or one side of the back of the physically handicapped toilet stall or compartment shall be securely attached 33 inches above and parallel to the floor. Grab bars at the side shall be at least 42 inches long with the front end positioned 24 inches in front of the water closet stool and grab bars at the back shall be not less than 36 inches long. The diameter or width of the gripping surfaces of a grab bar shall be 1'A inch to 1½ inch or the shape shall provide an equivalent gripping surface. If grab bars are mounted adjacent to a wall, the space be- tween the wall and the grab bars shall be 1½ inches. A dear floor space 30 inches by 48 inches shall be provided in front of a lavatory to allow a forward approach. Such clear floor space shall adjoin or overlap an acccsible route and shall extend into knee and toe space underneath the lavatory. Where urinals arc provided, at least one shall have a clear floor space 30 inches by 48 inches in front of the urinal to allow forward approach. Where facilities for bathing are provided for the public, clients or employees, including showers, bathtubs or lockers, at least one such facility shall comply with the handi- cap access standards in Section 2-511(a)9. 1/4 inch thick identification symbols shall be provided on doors to sanitary facilities. A 12 inch triangle for men and 12 inch dia- meter circle for women is required. ATER CLOSETS (SEC. 5-1502) 1 The height of accessible water closets shall be a min- imum of 17 inches and a maximum of 19 inches measured to the top of the toilet seat. Flush controls shall be operable by an oscillating handle with a maximum operating force of 3 lb or by a remote low voltage button. The handle or button shall be located so they are operable without requiring excessive body movement. RINALS(SEC. 5-1503) I. Where urinals are provided at least one elongated rim at a maximum of 17 inches above the floor is required. 2. Flush controls shall be hand operated, and shall be mounted no more than 44 inches above the floor, )-AVATOR1ES (SEC. 5-1504) Lavatories shall be mounted with a clearance of at least 29 inches from the floor to the bottom of the apron with knee dearancc under the front lip ex- tending a minimum of 30 inches in width with 8 inches minimum depth at the top. Toe clearance shall be the same width and shall be a minimum of 17 inches deep from the front of the lavatory. Hot water and drain pipes under lavatories shall be insulated or otherwise covered. There shall be no sharp or abrasive surfaces under lavatories. Faucet controls and operating mechanisms shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. The force re1uired to activate controls shall be no greater than 5 lb. lever-operated, push.typr and electronically controlled mechanisms are examples of acceptable designs. Sell-closing valves are allowed if the faucet rcmai.,s open for at least 10 seconds. PACE 3 10. The width of the required level area on the side into which the door swings shall extend 24 inches past the strike edge for exterior doors and 18 inches past the strike edge for interior doors. 11. The space between two consecutive door openings in a vestibule serving other than a required exit stairway shall provide a minimum of 48 inches of clear space from any door opening into the vestibule when the door is open 90°. Doors into a vestibule shall swing in the same direc- tion or they both shall swing away from the vestibule. ,,J--"CORRIDORS AND EXIT BALCONIES (SEC. 2-3305) 1. Corridors that exceed 200 feet in length shell: Have a ainiaw.an clear width of 60 inches; Have at a central location, a 60 inch a 60 inch minimum wheelchair turning/passing space; or C. Have at a central location, an intervening cross corridor (minimum 44'); or d. Have at a central location, an openable door which provides complying access to an area adjacent to the corridor. STAIRWAYS (SEC. 2-3306) Handrails shall extend a minimum of 12 inches beyond the top nosing and 12 inches plus the tread width beyond the bottom nosing. The handgrip portion of handrails shall be not less than 1-1/4 inches nor more than 2 inches in cross-sectional dimension or the shape shall provide an equivalent gripping surface and shall have a smooth surface with no sharo corners. The upper approach and the lower tread of each interior stair and every tread of exterior stairs shall be marked by a strip of clearly con- trasting color, at least 2 inches wide, placed parallel to, and not more than 1 inch from the nose of the step or landing to alert the visually impaired. (Applies to stairs with 2 or more risers) Open stairways are not permitted. Risers shall be sufficiently solid to prevent the passage of objects larger than 1/4 inch. Tread surfaces shall be slip-resistant and shall have smooth, rounded or chamfered exposed edges. The lower front edge shall be beveled or rounded. Nosing shall not project more than 1-1/2 inch past the face of the riser below. cL.kAMPS (SEC. 2-3307) I. The slope of a ramp shall not exceed 1 in 12. The top landings on a ramp must be at least 60 inches in depth. If a door swings onto a top landing the landing depth shall be not less than 42 inches plus the width of the door. The top landing shall have a width not less than its depth. The cop landing shall extend not less than 24 inches beyond the strike side of the door at exterior ramps and 18 inches at interior ramps. The bottom landing shall be not less than 72 inches deep. Intermediate landings shall be provided at turns and whenever the change in level exceeds 30 inches. Intermediate landings on straight ramps shall have a depth of not less than 5'•0". Intermediate landings on ramps that turn greater than 30 degrees shall be not less than 6 feet in depth. Ramps shall be not less than 4 feet wide. Ramps serving a primary entrance for an occupant load of 300 or more shall be not less than 5 feet wide. II. Handraiti shall be placed on each side of each ramp and shall extend 12 inches beyond the top and bottom of the ramp. 12. Surfaces of ramps shall be slip resistant. _XLEVAT0RS (SEC. 2.5103) At least one elevator shall have a minisa.in in- aide car platform of 6 feet B inches wide by 4 feet 3 inches deep with a minimum clear opening width of 42 inches in buildings more than three stories in height and in all buildings where elevators are required. Passenger elevators in buildings other than those required in No. 1 above and serving an occupant load of more than 50 shall have a minimum inside car platform of 5 feet 8 inches wide by 4 feet 3 inches deep. Doors shell be 3 feet clear side slide-type. Passenger elevators in buildings other than those required in No. I above and serving an occupant load of less than 50 shall have a minimum inside car platform of 4 feet 6 inches wide by 4 feet 6 inches deep. The door opening shall be at least 2 feet 8 inches clear width. All passenger elevators shall have handrail lo- cated 2 feet 6 inches to 2 feet 10 inches above the car platform. - Elevator car operation buttons need to be with- in reach of wheelchair users and of a type that blind or partially sighted persons can identify as required by Section 2-5103(m) Wheelchair lifts shall comply with Sec.2-5 106 NIREFUCE AREAS (SEC. 2-3303 )(FIRE MARSHAL REGULATED OCCUPANCIES) 1. Every multi-story building where access is pro- vided for the physically handicapped shall have designated (signed) rooms or areas on each floor to provide safe refuge for the handicapped. Refuge areas are not required on stories opening to grade or with ramps to grade or in stories used only as service basements or only for park- ing. "G--*' TELEPHOS (SEC. 2-511) 1. General. If public telephones are provided, they shall comply with Section 2-511(d) ()ELECTRICAL - Electrical receptacles (15, 20 and 30 amps) shell be at least 12 inches above the floor. Section 3-210-50(e) Switches and controls for lights, appliances, cooling, heating and ventilating equipment shall be not less than 3 feet nor more than 4 feet above the floor. Section 3-380-8 (c fire alarm initiating devices shell be 48 inches above the floor, ground or sidewalk. Section 3.760-8.1 Q. SPECIFIC OCCUPANCY REQUIREMENTS Chapters 2-6 through 2-14 have specific occupancy requirements for access in addition to the general requirements listed above. Provide rotes and de- tails to comply with 102385 Date i Jurisdiction Ciy oc Prepared bys Bldg. Dept. VALUATION AND PLAN CHECK FEE Esgil PLAN CHECK NO.____________ BUILDING ADDRESS APPLICANT/CONTACT Zfff 7 yE BUILDING OCCUPANCY 2?- TYPE OFOF CONSTRUCTION V i jC. PHONE NO. DESIGNER PHONE CONTRACTOR PHONE - BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE 2- 4> 7/ - // r7,5 j 7791fa IC /9 9 Air Conditioning Commercial 7/ 2 7 9 '72T ' Residential Res. or Comm. Sprinklers rTFire tal Value / z' :2'30 Fee Adjusted To Reflect o Energy Regulations (Fee x 1.1) OHandicapped Regulations (Fee x 1.065) Building Permit Fee $ Plan Check Fee COM MENTS; 8/4/82 PLAN CHECK NUMBER ________ ADDRESS DATE_ , ~ ~"d' Po ~~6? PLANNING: TYPE OF STRUCTURE 0 ZONE:______________ SCHOOL FEES: SAN DIEGUITO ENCINITAS____________________ CARL S SAN MARCOS_____________________ COVERAGE_________________________________ BUILDING HEIGHT__________________________ FENCES/WALLS______________________________ - TWO CAR GARAGE____________________________ 51-)? __c-'/i 1'1 REDEVELOPMENT APPROVAL-REQUIRED: c L_J =)~~~LANDSCAPE cI I PLAN COMMENTS:] M'L EflV IGENTAL REQUIRED:AQi LU LU I- CC'tMENTS: LU c REQUIRED SETBACKS_______________ FRONT tili.' SIDE_____________ REAR____________ bLao nvv ', ADDI1IOAL COMNENTS: OK TO I3SUE:e.. DATE: 1f1Y!"O( TO FINAL: DATE:___________ 0) ............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ENGINEEflING 60ro LEGAL DESCRIPTION VERIFIED? A.P.N. CHECKED?' P.F.F.!JAAA.#1.L12J PARK IN LIEU N/4 R.0. W: _1PROV MENTS: ?wojO ,2it ri4 2ZZry '2 ck 5PP8S-8 _E.D.U:V SEWE .r uJ LATERAL: r ~§'MR IV EWAY: Zr c _p,I ASA RADING PERMIT: W4Qe aAa 44t:i Q4t_All, j <' !dRA i NAGE: c5k £a _jor7. ok'1 _ ' 0 EASEMENTS: _ ADDITIONAL COMMENTS: uj Lij cr CD LLJ i—i L_J fr (JC,4 c OK TO ISSUE * ENGINEERING INSPECTION REQUIRED:_ 0 0 PUBLIC WORKS INSPECTOR: 0 FINAL OK: DATE: * IF THIS ITEM IS NOT CHECKED, BUILDING DEPARTMENT WILL MAKE ALL INSPECTIONS (DRIVEWAYS, CURB CUT, DRAINAGE, ETC.) OF 7T,w PLAN CHECK NO. ?V'ADDRESS 258T DATE PLANNING i ZONE: TYPE OF PROJECT AND USE:__________________________________ SCHOOL DIST ICT: SAN DIEGUITO ENCINITAS CARLSBAD SAN MARCOS SETBACKS: FRONT SIDE REAR DISCRETIONARY ACTIONS:_____________________________________________________________ REDEVELOPMENT PERMIT REQUIRED:________________________________________________________ LANDSCAPE PLAN COMMENTS: ENVIRONMENTAL REQUIRED:_______________________________________________________________ ADDITIONAL COMMENTS: OK TO ISSUE:__________ DATE:____________ ENGINEERING LEGAL DESCRIPTION VERIFIED? cAjL. ' APN CHECKED? -ft-- PARK-IN--LIEU QUADRANT: -, FEE PER UNIT: /'V//A- TOTAL FEE: IV ____________ P.F.F.: TRAFFIC IMPACT FEE PER UNIT: TOTAL FEE:_________________ FACILITIES MGMT. FEE: fl BRIDGE & THOROUGHFARE FEE:_____________ IMPROVEMENTS:Aj/4. . FIELD CHECK DATE. & INITIALS: . RIGHT-OF--WAY:__________________________ DRIVEWAY: EASEMENTS: 'k gv E.D.U.: SEWER: LATERAL:_ LATERAL: j*ø?- INDUSTRIAL WASTE PERMIT:___________ DRAINAGE:_________________________ GRADING PERMIT: _GRADING COMPLETION CERTIFIED:__________ ADDITIONAL COMMENTS: —a) . 41 OK TO IS _LTAIE: - DPD2:DPD6:07/17/86 or- ROBERT J. ROYCE A.I.A. ftN1ErUQO5 295 Roosevelt t. Suite 3 P.O. Box 1EWa *10431 —19 yj AV 1'EW4- . • rwr:TO 0. • X ULLLU 8i. (4) 4--A '' 7T72 t N&EP Qi.)AL- SPA44HIo #I ROBERT J. ROYCE ALA. 2956 Roosevelt t. Suite 3 P.O. Box 1 018 tNI't ic'P .1 I Z -CERT J. ROYCE A.I.A. 2956 goospvelt St. Suite-3 P.O. Box 1848 - C*$sb. CA 8208 z ) to-10-600 .' / •• V.. —. •. 0 MWE ThIF41 1'HT,fr cr 4 , rpwa*' I4--r ROBERT J. ROYCE AlA CNITTU/3'LA4IM P.O. Box 1648 C;rlstcd. CA 920 j7IO T1AP 0A 1 t4G sipwo oolyowwp re e c tdZ ROBERT J. ROYCE A. 2fl55 FooseveI ;t. Suite3 Pfl. Box 1848 Ca4sbd. CA 22-2' 4—t7rPIL-. ,D E T A I L. - 14R- P R O.1J E.CT Flo elcip tlr f ir •• L 1 r? XI NEW - ___• I mp 6Z'L WAW Za EI1 ROBERT J. ROYCE A.I.A. ovjgyugg 1053 Roost:riIt It Suit* 3 P.O. 8c.x i:O Clst. CA J2C)8 'c ?. -7' %• / 9/3 - -- ..... . — -- --- --- - .- - ----Tl ±: =J. - - ...j.. T1 i—— __ ±-±L=__iiiE - - -.-- ---- . -. --------.- -- p -- - --- - - -- .-,- -i---.-- - --- ..-.----------.- -- -------- __--__- -- -.- -. ..- .-,------.----_-.-l---_ --_.____ -..- -. - - --H--- ______ TZ Xt Ys - - ----- 1-- --- ---- --- ----- - o Tz- ej 01W -C --. --, t F7r1- .....-.---------------- .------4------_--- TJTT±f 8 1 (J7 - J. THOMAS WILSON STRUCTURAL ENGINEER c¼A Jo, g•59/ / o7// 5•J. R004 Irl 3. a 3 -- ' cii' , of -(8 '3 /3 _..77'rD /L.i-,c / 3 - 5/3 &!L L.'' '' 44 3114.x 0 'o y7-ça /4" - ,3&. 3 —)7 - 2., - -, _s-g Z 4' o Q i 1 qf Sr- Pa 4. U. .578 Al 2.. 9-, -L '3 x 6 = 4,'. IF- g, 1 t _1. - - * - :7go7 - ? & 2 /2 (i•,) . J- + 9 " '' @ ' "'-- /4a 706 70 'Ac 9 -' • ' ifr y k CO, 6.? 7 Pao 0- tIuJ /OZ 50 31 9 13-3 - '• 1. ' - ' /. / c-_ " 6 41 - c 5%7 J 7L1 / 25.. 1O L) Zf I "I- I" Zooc 7c ,o7 - 2- 3 7o Qx 'i'33c ' <G' ' e, •x 3 4' )c/•_/) - z7 I 4f' 4 gr_,o_//AE) (/o t/. 2-0, /9 'r ft. 2,3 J3. Z 1' 4(_ —:6p L' 2x 6a 1 701,- / "f7I pd ;/ A' CC" i f./c/j 7c/?q7 __- ---..---.-.- 30 j4 J i474r/ Frj MH.d psiien?i 8 -' I T. 1G- ,) / zL: ). 3• , I 44 .J.%?f)cl3 3. 579 - z rx 7 -'JZ (3 '" Qi) 2.970' F. I fleo - I • I I ____•__._--___t __--4 9' •k - ,t7o 44- 107n S.- . I3.c' I•-l_' 11910 3640,4 1 Q jaC f7 L /all o.i9- (/-'-oj_ •-= • if)c 23'= /Oo £ = n, i'o -. 3. /37 I 'S Ilvall ,. -, , 4& 3370 'v ,9ji 7.r S-n,w /O 2. &i ' v'79c l,= 37?U C,/I I9i2/ t1Q-4 S - r 1.7•jr / /1 f 2- I- ?/d vz / • BENTON ENGINEERING, INC. APPLIED SOIl. MECHANICS - FOUNDATIONS 840 RUFFN ROAD SAN DIEGO, CALIFORNIA 52123 PHILIP HENKING BENTON July 29, 1986 Pfl(sIotNT • CIVIL ff"GIN9911 TULEPHONC (19) $eutsis Woodside/Kubota & Associates, Inc. 2565 Pig Pico Drive P.O. Box 1095 Carlsbad, Calif. 92008 'ATTENTION: Mr. Bill Grosse SUBJECT: Project No. 86-7-'8D Final Report on ' D ' Compacted Filled Ground Lece1Pe Proposed Professional S Office Building No. 1 iwr''i ~-. 0 , , 2585 Pio 'Pico Drive AUG 1 3 ' ' 3 Carlsbad, Calif. 92008 ' CITY OF CALSBAD Gentlemen: DEVELO,I P.ROC SRV, DLV This is to report the results of tests and observations made'in order to inspect the compaction of filled ground placed within the limits of the area designated as Phase One to be used for construction of proposed Office Building No. 1. The fills were placed during the period between July 21 and July 23, 1986. , The filled ground was placed under our inspection in accordance with the approved specifications and the recommendations 'presented in the soils' investigation for this Project No. 85-10-11AE, dated November 20, 1985. The site plan used 'for the placement of filled ground was prepared by Robert J. Royce AlA. The site plan showing the location of the'field density tests is available at our office. The final test results are presented on the enclosed "Table of lest Results." The laboratory determinations of the maximum dry densities and optimum moisture contents of the major fill materials are presented on the enclosed "Laboratory Test Results." The tests were taken on July 21, 22 and 23, .1986. ' The final results of tests and observations indicate that the compacted filled ground has been placed at 90 percent 'of the maximum dry density or greater. It has been determined that the fill materials within the approved Building NQ. 1 area, compacted to 90 percent of the maximum dry density, have a safe bearing value of 2000 pounds per square foot for one foot wide continuous footings founded, at least one foot below the lowest adjacent compacted filled ground surface. - CONTINUED - RECEIVED I ' I!! r g\ 1- _,6 L, u I WOODSIDE.KUBQTA & ASSOC. CONSULTING ENGINEERS CARLSBAD Woodside/Kubota & Associates, Inc. - 2 - July 29, 1986 Project No. 86-7-8D S A plan showing the approximate areas and depths of filled ground placed under our inspection in accordance with the approved specifications is available at our office. S • Respectfully submitted, S • S • S BENTON ENGINEERING. INC. • S By / Pa iBenton • '• Reviewed by Philip H enton, Civil Engineer S • • • RCE No. 10332 • • • • S • S Distribution (4) Addressee Enclosure: (1) 5 • S 5 S • S PHB/vrh S S • • S S •• • S BENTON ENGINEERING. INC. - Project No. 86-7-8D . . TABLE OF TEST RESULTS Maximum Approx- Elevation Field Dry Dry Test imate . of Test Moisture Density Density Percent No. Location . in Feet % Dry Wt. Lb/Cu.Ft. Lb/Cu.Ft. Compaction. Remarks 1 Center of 83.0 8.8 127.0 130.8 97.1 Building 2 North 85.0 7.6 118.3 130.8 . 90.4 Footing 3 4 West • 86.0* 7.8 . . . 117.2 128.2 91.4 Finish Grade of Building . . .. . . . . . 4 20' North 86.0* . 7.5 1173 . 128.2 . 91.7 Finish Grade. of Building . .. •. . . . . . * Indicates finished grade . . . . . . . . . .. . . LABORATORY TEST RESULTS . . The maximum dry densities and optimum moisture contents of the major fill • materials as determined by the A.S.T.M. D 1557-78 method, modified to use 25 blows of a 10-pound rammer, falling from a height of 18 inches on each of 5 layers in a 4-inch diameter 1/30 cubic foot compaction cylinder, are are presented as follows: . Soil Description Brown Silty Fine to Medium Sand Dark Brown Silty Fine to Medium Sand Maximum . . Optimum Mois- Dry Density. ture Content Lb/Cu. Ft. % Dry Wt.. 128.2 . 8.7 . 130.8 7.9 BENTON ENGINEERING. INC. BENTON ENGINEERING, INC. APPLIED SOIL MECHANICS - FOUNDATIONS 9940 RUFFIN ROAD SAN DIEGO, CALIFORNIA 92123 S November 20, 1985 PHILIP HENKING BENTON PRBIDENT . CIVIl. ENGINEER TELEPIIONI (19) 565-1955 Woodside/Kubota & Associates, Inc. 2565 Pio Pico Drive P.O. Box 1095 Carlsbad, California 92008 Attention: Mr. Jack Kubota Gentlemen: This is to transmit to you four copies of our report under Project No. 85-10-11AE entitled "Soils Investigation, Proposed Pio Pico Professional Offices, Pio Pico Drive, North.of Buena Vista Avenue, Carlsbad, California", dated November 20, 1985. e If you should have any questions concerning the data presented in this report, please please contact us. Very truly yours, BENTON ENGINEERING, INC. n, Civil QEngineere PHB/jer F RECEIVED NOV 21 95 WOODSIDE.KUBOTA & ASSOC. CONSULTING ENGINEERS CARLSBAD PROPOSED PlO PICO PROFESSIONAL OFFICES PlO rico DRIVE, NORTH OF BUENA VISTA AVENUE CARLSBAD, CALIFORNIA For WOODSIDE/KUBOTA & ASSOCIATES, INC. r PROJECT NO. 85-10-11AE • NOVEMBER 20 t .1985 8ENTON. ENGINEERING. INC. I TABLE OF CONTENTS SOILS INVESTIGATION Page Introduction ------------------------------------------------1 Field Investigation -----------------------------------------1 and 2 Laboratory Tests -------------------------------------------- 2 and 3 I. DISCUSSION, CONCLUSIONS AND RECOMMENDATIONS Soil Conditions ---------------------------------------------3 Conclusions ---------------------------------------------------3 Site Grading ------------------------------------------------3 and 4 Foundation Design Recommendations --------------------------. 4 and 5 Resistance to Lateral Loads ---------------------------------- 5 DRAWING TITLE . Drawing Location of Test Borings ------------------------------------1 Summary Sheets: Boringi -----------------------------------------------2 Boring -----------------------------------------------3 Boring ------------------------------------------------4 Boring ------------------------------------------------5 Consolidation Curves ----------------------------------------6, 7 and 8 APPENDICES . .. Unified Soil Classification Chart ------------ ---------------- A Standard Specifications For Placement of Compacted Filled Ground -------------------------------- Ak. 0 .. Sampling, Shear Tests, Consolidation Tests and Expansion Tests ----------------------------------------------B I BENTON ENGINEERING. INC. BENTON ENGINEERING, INC. APPLIED SOIL MECHANICS - FOUNDATIONS 8540 PUFFIN ROAD SAN DIEGO, CALIFORNIA 92123 PHILIP HENKING RENTON SOILS INVESTIGATION PREIIOENT . CIVIL UNOINCER ' TELEPHONE (19) '565-1959 Introduction ' This is to present the results of a soils investigation conducted at the site of the proposed Pio Pico Professional Office Buildings located on the west side of PioPico'Drive and north of Buena' Vista Avenue in Carlsbad, California." The proposed two-story buildings are to be primarily of wood-frame construction. The southerly building is to be constructed in the near future and the northerly building will' be constructed at a later date. The objectives of the investigation were to determine the general subsurface soil conditions at the site and sufficient physical characteristics.of the soils so that soil parameters and engineering recommendations could be presented for the design and S , construction of the proposed building foundations. In order to accomplish these objectives, four borings were drilled and both undisturbed and loose bulk samples 'were obtained 'for laboratory testing. S , Field Investigation - Four borings were drilled, 20 i,nches in diameter, with a truck-mounted rotary bucket-type drill rig at the approximate locations shown on the attached Drawing 1, 0 entitled "Location of Test Borings". The borings were drilled to a depth o'f 10.0 feet blthe-existing ground surface. A continuous log of the soils encountered in the ,borings was recorded at the time of drilling and is shown in detail on Drawings 2 to 5, inclusive, each entitled "Summary Sheet". The soils were visually classified by field identification procedures in accordance with the Unified Soil Classification 'Chart. A simplified 'description of this classification system is presented in the attached Appendix A at the end of this report. -2- Undisturbed samples were obtained at-intervals of 2 to 4 feet, in the soils ahead of the drilling. The drop weight used for driving the sampling tube into the soils was the "Kelly" bar of the drill rig which weighs 1402 pounds and the average drop was 12 inches. The general procedures used in field sampling are described under "Sampling" in the attached Appendix 'B. . Laboratory Tests Laboratory tests were performed on all undisturbed samples of the soils in order to determine the dry density, moisture content and shearing strength. The results of these tests are presented on Drawings 2 to 5, inclusive. Consolidation tests were performed on representative samples in order to determine the-load-settlement characteristics of the soils and the results of these tests are presented graphically on Drawings 6, 7 and 8, each entitled "Consolidation Curves". The general procedures used for the preceding laboratory tests, are described briefly in Appendix B Compaction tests were performed on a. representative sample of the fill soils to establish compaction criteria. The soils were tested according to the ASTM D 1557-78 method of compaction which uses 25 blows of a 10 pound rammer dropping 18 inches on f , each of 5 layers in a 4-inch diameter 1/30th cubic foot mold. The'-results of the tests are presented as follows: - Maximum Optimum - - •' I - Dry Moisture - Boring Bag Depth Density - - Content - - -Sarnp1e- 2_in-feet .-Soil .Description -------lb/cu--f-t-------------'%_dry-wt------------- - 3 1 1 to 2 Silty fine to medium 128.2 8.7 - - sand Direct shear tests were performed on samples remolded -to 90 percent of maximum dry CC density. The samples were allowed to saturate and drain prior to testing and the results' are presented -on the following page.00 - - : - BENTON ENGINEERING. INC. - ' - S ...-. -3- Angle of Normal Internal Apparent Load in : Shear Friction Cohesion kips/sq ft kips/sq ft Degrees lb/sq ft Boring 3, Bag Sample 1 0.5 0.62 38 230 Depth: 1.0 to 2.0 Feet 1.0 1.06 : . 2.0 1.84: DISCUSSION, CONCLUSIONS AND RECOMMENDATIONS Soil Conditions Fill was encountered to depths of 1.0, 2.0 and 2.5 fet, respectively, in Borings 1, 2 and 3; These fill soils were dry and loose and the degree of compaction of the fill soils between 1.5 and 2.0 feet in Baring 3 was determined to be 78.9 percent of maximum dry density. The natural soils underlying the fill in.Borings 1, 2 and 3 and below the surface at Boring 4 consisted primarily of slightly silty fine sands, silty fine to medium sands. and silty fine sand.; These natural soils were medium loose to a depth of 5 feet in :Boring 1 and medium loose to medium compact between 2.0 and 6.0 feet in Boring 4. Certain of these soils exhibited considerable consolidation under relatively small unit loads. It is concluded that all existing fill soils and compressible natural soils should be removed in the proposed building areas and the areas should then be brought to proposed finished grade with filled ground uniformly compacted to at least 90 percent Tofnaxmumdrydefl—si tY Tt1da1 subgrade soils under paiement to at least 90 percent of maximum dry density between .6 and 12 inches below finished subgrade and to compact the upper 6 inches to 95 percent of maximum dry density. . • . Site Grading • In order to provide adequate support for the.proposed buildings it is recommended 00 0.• that the existing fill and unsuitable compressible natural soils should be removed to the depths as indicated on the following page 06 . • • . BENTON ENGINEERING. INC. • • • •\ •• : -4- Required Depth of Removal Below Boring Existing Grade No. in Feet .1 5.0 2: 2.0 3 3.5 4 . 6.0 The removal should be within the proposed building area and should extend beyond the perimeter footings a horizontal distance of 3.0 feet' plus a horizontal distance' equal to the depth of removal below prOposed finished subgrade. After inspection has indicated the satisfactory removal of existing soils to the required depth and limits, the upper 9 inches of exposed soils should be scarified, moistened or dried to optimum as required and uniformly compacted to at least 90 percent of maximum dry-density. The area may then be brought to proposed finished subgrade by placing and compacting filled ground to least 90 percent of maximum dry density in accordance with the applicable sections of the attached Appendix,AA entitled "Standard Specifications For Placement of Compacted Filled Ground". The removal of unsuitable soils , and placing of filled ground should be accomplished under continuous engineering inspection. The subgrade soils in proposed paved areas should,be uniformly compacted to at least '90 percent of maximum dry density if placed as filled ground or in the zone between 6 and 12 inches below finished subgrade in cut areas. 'The upper 6 inches of subgrade soils ' in all areas slould be uniformly compacted to at least 95 percent of maximum dry density. Design Réconif66n'dàt1'ós 'Provided the fill is placed,1 compacted and inspected in accordance with the above recommended site grading procedures, continuous footings at least one foot in width and placed at least one foot 'below the lowest adjacent compacted ground surface may be 'designed using an allowable bearing value of 2000 pounds per square foot. Square footings at least 2.0 'feet wide and founded at a depth of one foot below the final compacted ground surface may be designed' using an allowable 'bearing value of 2500 pounds per square foot." These values are for dead plus live loads and may be increased one-third for combined BENTON ENGINEERING. INC. -5- dead, live, wind and seismic loadings. Based on the results of the load-consolidation tests, the settlement of a one foot wide continuous footing founded as recommended on compacted filled ground and loaded to 2000 pounds per square foot is estimated to be on the order of 1/8 inch. The settlement of a 2.0 feet square footing supporting a column loadof 10 kips is estimated to be approximately ¼ inch. It is concluded from the classification of the soils encountered in the exploration borings that the soils would all be classifieas having a very low expansion potential. Therefore, special design for expansive soils will not be required. Resistance to Lateral Loads For lateral resistance an allowable passive pressure of 500 pounds per square foQt may be used at a depth of one foot below the surface of the compacted filled ground and this may be increased at the rate of 200 pounds per square foot for each additional foot of depth below one foot. • • • A coefficient of -0.4 is recommended for the frictional resistance between the soil and the bottom of the footing. Respectfully submitted, • BENTON ENGINEERING. INC. • By R.C. Remer . - -• 74V Reviewed by • P1rf11p H. qBdThfid, Civil Engtneer RCE No. 10332 • Distribution: (4) Addressee RCR/PHB/jer BENTON ENGINEERING. INC. mw LEGEND Iridicces pFro<Irrae Løcc+tori 0-f' Tesi K5orIt1c) I' - - - - - BENTON ENGINEERING, INC. SAN DIEGO, CALIFORNIA LOCATIOP4OFTE5TeOR4G5 - PROPOSED PIO PJCO MWFESSIONAL. O!F ICES FlO PICO RIVE, - D I4ORN OF 6UEIS1PVISTA AVENUE -- -CAPfl, CALIFORNIA - SCALE:t/t ,.I1 Q't PROJECT NO. DRAWING DRAWN: Lren 85%o IAE I DRIVE 'S 4? Nv PlO PICO OPIVi .._K 4 £ .,....,: . . h L -. 4 z R we I-j SUMMARY SHEET IL 3! / BORING NO. 1 ELEVATION 89. 1' Yellowish-Brown, Dry, Loose SLIGHTLY SILTY FINE SAND Light Brown, Dry, Medium : - Loose, Slightly-Cemented 7.0 2.8 08.7 1.19 3\ - - 14.0 3.0102. E 1.32 - SLIGHTLY SILTY 5 - - FINE SAND Compact to Medium Compact - 6 11.2 6.9113.12.36 -- 5.6 4.2 104.( 1.50 - Lu C) Indicates Undisturbed Drive Sample - D_jndic.aesLoose.euJL Sample ------- PROJECT NO. 85- 1O-11AE - - BENTON ENGINEERING. INC. DRAWING NO. 2 SUMMARY SHEET BORING No. '4 2 w... '4 0 z ''4 ELEVATION 87.2' - Eli. 1~ )'4 0 - Dark Brown, Dry, Loose SILTY - FINE TO MEDIUM Til F SAND 2- Brown to Reddish Brown, 15.4 3.3 120.9 0.89 S Slightly Moist, Firm - Merges 2 12.6 4. 2 106.d 1.31 Moist, Very Firm - SILTY 5.. FINE TO MEDIUM SAND • - GD 5 8.4 6.3 114.( 1.62 7 -;. CD cl PROJECT NO. •. 85-10-11AE BENTON ENGINEERING. INC. DRAWING NO. 3 Im 0 0 U U SUMMARY SHEET UI . BORINONO. 3 LU :ø Z ELEVATION 85.3' >, g3 0 0 Brown, dry, Loose :•. _____________________________ SILTY Few Bits of Concrete FINE TO MEDIUM SAND 5.6 31101 0 52 • Brown to Reddish Brown, Firm . . Little Porous 1 19.6 4.8109. 1 3.74 Very Firm 5- SILTY FINE TO MEDIUM 6 - - ci ••• SAND 11.2 4.9 107A 2.36 - • 11.2 3.11100.E 1.72 • PROJECT NO I BENTON iENGINEERING, INC. DRAWING NO. 4 85-10-11AE • '- - a- Sfl- - - - - UA U,SUMMARY SHEET 1 Q! BORING NO. 4 'ii- 4 o > ELEVATION 85.5' - 3 0 U. 0 - Reddish Brown, Slightly. - Moist, Loose, Slightly SILTY FINE 1- Porous SAND 2: 2' : - Reddish Brown, Slightly V 3- Moist, Medium Compact to Medium Loose, 'Slightly 4: ® Porous V 5.6 '7.2 111.9 1.17 SILTY FINE - V SAND V 5 -: : - 28110997096 — Light Brown, V '••\ mc9htlY Moist, SLIGHTLY SILTY V - ' FINE SAND 5.6 3.8.1100.]l.58 - - 4- 4- C: V V - 'V - V. - t V -c - _VV V V'_.V V •VV V V V_ - - - V_V 0 - V V O W ' 0 C - Vo V L - PROJECT NO V DRAWING NO. 0 • 85-10-11AE BENTON ENGINEERING. INC. 0.2 1 2 3 4 5 U) UI lU z '-7 w -j U) U. ...o I- z 9 LU U 1..;10 cc m-a-w m 99 0 ---I -. I 16 CONSOLIDATION CURVES LOAD IN KIPS PER SQUARE FOOT L PROJECT NO. 85-1O-11AE o INDICATES PERCENTCONSOLIDAT ION AT FIELD MOISTURE INDICATES PERCENT.CONSOLIDATIDN AFTER SATURATION DRAWING NO. BENTON ENGINEERING INC. 6 CONSOLIDATION ...: CURVES LOAD IN KIPS PER SQUARE FOOT I 0.2 0.4 0.6 uS I 2 4 6 8 10 16 0 1 2 3 4 f 5 • . U) U) ia z• 6 I I- .7 -J 1. a. U) 8 U. I- z. Ui Ui a. I-. 0 -J... 0 - U) z .8 2 Till iT]] UTi iTT1 Tl uhf I I I I I I I 17 1-111111-11 jj[J (flilflfl ITT! 1111 IlTI 1110111111111 I I I I I Sample: 2 Depth: 4' N ------ ki .Y 3. . .. - - Boring: 2 Sample: 3 Depth: 6' _.s :L 4 - PROJECT NO. 85-1O-11AE o INDICATES PERCENT CONSOLIDATION AT FIELD MOISTURE INDICATES PERCENT. CONSOLIDATION AFTER SATURATION DRAWING .NO I BENTON ENGINEERING INC. 7 1 2 3 4 0 U) U, lU z 1 e! I 5 0• 0 U) z C 0 U C r CONSOLIDATION CURVES LOAD IN KIPS PER SQUARE FOOT 0.4 0.6 0.8 I 2 4 6 8 tO 16 L_!ttII1t ,tTT'11111flT11JI III IIiiij lllliiinttiiuitirirlrnhlrr,rrnn,uiii' 11111 Boring: 4 Sample: 2 Depth: 4' -__ Boring: 4 Sample: 3 Depth: 6' - .. . '4.i V - .. ... Boring: .3 Bag Sample 1 .Depth.:..1'to2!. Molded to 90% Maximum Dry Density • 0.2 0 :... PROJECT NO. .. . 85-10-11AE o INDICATES PERCENT CONSOLIDATION AT FIELD MOISTURE INDICATES PERCENT CONSOLIDATION AFTER SATURATION :BENTON ;ENGINEERING INc., S •5k... -- • DRAWING NO. 8 0 s. PHILIP HENXING BENTON PRESIDENT CIVIL ENGINEER BENTON ENGINEERING. INC. APPLIED SOIl. MECHANICS - FOUNDATIONS 5540 PUFFIN ROAD SAN DIEGO, CALIFORNIA 02123 TELEPHONE (714) 565-1955 APPENDIX A Unified Soil Classification Chart* j SOIL DESCRIPTION GROUP TYPICAL SYMBOL NAMES I. COARSE GRAINED, More than half of material is larger than No. 200 sieve • size .** :. GRAVELS : CLEAN GRAVELS GW . Well graded gravels, gravel-sand mixtures, More than half of . little or no fines. coarse fraction is GP Poorly graded gravels, gravel-sand larger than No. 4 . mixtures, little or no Fines. sieve size but smaller GRAVELS WITH FINES GM Silty gravels, poorly graded gravel- than 3 inches (Appreciable cmount sand-silt mixtures. - . of fines) . GC Clayey gravels, poorly graded grave!- sand-clay mixtures. . SANDS. CLEAN SANDS SW Well graded sand, gravelly sands, little More than half of . or no fines.. . coarse fraction is SP Poorly graded sands, gravelly sands, smaller than No.4 little or no fines. sieve size . SANDS WITH FINES SM Sflty'sands, poorly graded sand-silt (Appreciable amount mixtures. of fines) SC Clayey sands, poorly graded sand-cloy S . mixtures. FINE GRAINED, More than half of material is smaller than No. 200 sieve size.** SILTS AND CLAYS . ML. Inorganic silts and very fine sands, rock flour, sandy silt or clayey-silt-sand mixtures with slight plasticity. -CL - .inorganic clays of low .to medium plas- ticity, gravelly clays, sandy clays, silty c1Iays, Jean clays. OL Organic silts and organic silty-clays of low plasticity. SILTS AND CLAYS MH Inorgonic silts, micaceous or diatomaceous fine sandy or silty soils, elastic silts. Liquid Limit CH Inorganic clays of high plasticity, fat Greater than 50 clays. OH Organic clays of medium to high plasticity • HIGHLY ORGANIC SOILS •• PT . Peat and other highly organic soils. * Adopted by the Corps of Engineers and Bureau of Reclamation in January, 1952. All sieve sizes, on this chart are U. S. Standard. ---Liquid-Limit Less than 50 BENTON ENGINEERING, INC. APPLIED SOIL MECHANICS - FOUNDATIONS 9540 RUFFIN ROAD SAN DIEGO, CALIFORNIA 92123 PHILIP HENKING SENTON PPESIDENT CIVIL ENGINEER TCLtPMONE (714) 5651955 APPENDIX AA STANDARD SPECIFICATIONS FOR PLACEMENT OF COMPACTEDFILLED GROUND General Description. The objective, is to attain uniformity and adequate internal strength in filled ground by proven engineering procedures and tests so that the proposed structures may be safely supported. The procedures include the clearing and grubbing, removal of existing structures, preparationof land to be filled, filling of the land, the spreading, and compaction of the filled areas to conform with the lines, grades, and slopes as shown on the accepted plans. The owner shall employ a qualified soils engineer to inspect and test the flied ground as placed to verify the uniformity of compaction of filled ground to the specified 90 percent of maximum dry density. The soils engineer shall advise the owner and grading contractor immediately if any unsatisfactory conditions are observed to exist and shall have the authority to reject the compacted filled ground until such time that corrective measures are taken necessary to comply with the specifications. It shall be the sole responsibility of the grading contractor to achieve the specified degree of compaction. Clearing, Grubbing, and Preparing Areas to be Filled. All brush, vegetation and any rubbish-shall be removed, piled, and burned or other- wise disposed of so as to leave the areas to be filled free of vegetation and debris. Any soft, swampy or otherwise unsuitable areas shall be corrected by draining or removal, or both. The natural ground which is determined to be satisfactory for the support of the filled 01 ground shall then be plowed or scarified to a depth of at least six inches (6"), and until the surface is free from ruts, hummocks, or other uneven features which would -- - - - - Where fills ore made on hillsides or exposed slope areas, greater than 10 percent, horizontal benches shall be cut into firm undisturbed natural ground in order to provide both lateral and vertical stability. This is to provide a horizontal base so that each layer Is placed and compacted on a horizontal plane. The initial bench at the toe of the fill shall be at least 10 feet in width on firm undisturbed natural ground at the eleva- tion of the toe stoke placed at the natural angle of repose or design slope. The soils engineer shall determine the widthand frequency of all succeeding benches which will vary with the soil conditions and the steepness of slope. - - APPENDIX AA -2- (d) After the natural ground has been prepared, it shall then be brought to the proper mois- ture content and compacted to not less than ninety percent of maximum density in accordance with AS.T.M. D-1557-78 method that uses 25 blows of a 10 pound hammer falling from 18 inches on each of 5 layers in a 4" diameter cylindrical mold of a 1/30th cubic foot volume. Materials and Special Requirements. The fill soils shall consist of select materials so graded that at least 40 percent of the material passes a No. 4 sieye. This may be obtained from the excavation of banks, borrow pits of any other approved sources and by mixing soils from one or more sources. The material used shall be free from vegetable matter, and other de- leterious substances, and shall not contain rocks or lumps of greater than 6 inches in diameter. If excessive vegetation, rocks / or soils with inadequate strength.or other unacceptable physical characteristics are encountered, these shall be disposed of in waste areas as shown on the plans or as directed by the soils engineer. If during grading operations, soils not encountered and tested in the preliminary investigation are found, tests on these soils shall be performed to determine their physical characteristics. Any special treatment recommended in the preliminary or subsequent soil reports not covered herein shall become an addendum to these specifications. The testing and specifications for the compaction of subgrade,subbase, and base materials for roads, streets, highways, or other:public property or rights-of-way shall be in accordance with those of the governmental agency having jurisdiction. Placing, Spreading, and Compacting Fill Materials. The suitable fill material shall be placed in layers which, when compacted shall not exceed six inches (6"). Each layer shall be spread evenly and shall be throughly mixed during the spreading to insure uniformity of material and moisture in each layer. When the moisture content of the fill material is below that specified by the soils engineer, water shall be added until +ie moisture content is near optimum as specified by the soils engineer to assure thorough bonding during the compacting 'process. When the moisture content of the fill material is above that specified by the soils - ---engineer, _ih fiiima'teri'l:.:shallbe:a'e,ated'by:biading factory methods until the moisture content is near optimum as specified by the soils engineer. I (d) After each layer has been placed, mixed and spread evenly, it shall be thoroughly compacted to not less than ninety percent of maximum density in accordance with A.S.TOM. .D-1557-78 modified as described in 2 (d) above. Compaction shall be accomplished with 'sheepsfodt rollers, multiple-wheel pneumatic-tired rollers, or other approved types of compaction equipment, such as vibratory equipment that is specially designed for certain soil types. Rollers shall be of such design that they will be able ' ' • ' :BEPrroN ENGINEERING. INC. APPENDIX AA -3- to compact the fill material to the specified density. Rolling shalt be accomplished while the fill material is at the specified moisture content. Rolling of each layer shall be continuous over Its entire area and the roller shall make sufficient trips to Insure that the desired density has been obtained. The entire areas to be filled shall be compacted. Fill slopes shall be compacted by means of sheepsfoot rollers or other suitable equip- ment. Compacting operations shall be continued until the slopes are stable but not too dense for planting and until there is no appreciable amount of loose soil on the slopes. Compacting of the slopes shall be accomplished by backrolling the slopes in increments of 3 to 5 feet in elevation gain or by other methods producing satisfactory results. Field density tests shall be taken by the soils engineer for approximately each foot In elevation gain after compaction, but not to exceed two feet in vertical height between tests. Field density tests may be taken at intervals of 6 Inches in elevation gain If required by the soils engineer. The location of the tests in plan shall be so spaced to give the best possible coverage and shall be taken no farther apart than lOOfeet. Tests shall be taken on corner and terrace lots for each two feet in eleva- tion gain. The soils engineer may take additional tests as considered necessary to check on the uniformity of compaction. Where sheepsfoot rollers are used, the tests shall be token in the compacted material below the disturbed surface. No additional layers of fill shall be spread until the field density tests indicate that the specified density has been obtained. The fill operation shall be continued In six Inch (6") compacted layers, as specified above, until the fill has been brought to the finished slopes and grades as shown on the accepted plans. Inspection. Sufficient inspection by the soils engineer shall be maintained during the fill- -Ing and compacting operations so that he can certify that the fill was constructed in accord- ance with the accepted specifications. Seasonal Limits. No fill material shall be placed, spread, or rolled If weather conditions Increase the moisture content above permissible limits. When the work is interrupted by rain, fill operations shall not be resumed until field tests by the soils engineer Indicate that - the moisture content and density of the fill are as previously specified. All -recommendations presented In the "conclusions" section of the attached report are a part of these specifications. RENTON ENGINEERING. INC. 1200 ELM AVENUE TELEPHONE 0 (619) 438.5541 Office of the City EngiAeer CARLSBAD, CA 92008-1989 Citp of CarIbab February 6, 1986 Mr. Jack Kubota Woodside/Kubota E Associates, Inc. P.O. Box 1095 Carlsbad, CA 92008 SDP 85-8, UNDERGROUND UTILITIES I have read your letter of January 28, 1986, requesting that the requirement to underground the utilities on the frontage of your project be postponed. I have investigated the situation and agree that it is not practical to perform the undergrounding at this time. As suggested in your letter, a Future Improvement Agreement (per Carlsbad Municipal Code, Section 18.40.070, Deferral of Improvement Requirements), would be acceptable. Please contact Bob Wojcik regarding the proper forms to be used. Sincerely, mcv1AS B. THERRIEN Principal Civil Engineer Current Development Division TBT: saf RECE WOODSIDEUBOT & ASSOC CONSULTING ENGINEERS CARLSBAD 1200 ELM AVENUE CARLSBAD, CA 92008-1989 TELEPHONE (619) 438-5525 it' of Qrartbab BUILDING DEPARTMENT March 24, 1986 Robert Royce, Architect PlO PICO PROFESSIONAL OFFICES In your design of the subject office building you have proposed a designated sex bathroom on the second floor and a unisex: bathroom on the first floor. The Unisex bathroom on -the accessible floor will provide facilities required by the Disabled Access Regulations. Your design provides the separate facilities that are required by Section 7 of the Uniform Building.Code and the requirements of Title 24, Disabled Access Regulations. *MRT(I ~OR~ENYDIRECTOR xc: Robert Hoglen,Esgil Corporation cd