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Home My WebLink About2855 UNICORNIO ST; BLDG A; 84-628; 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 affect. Lic No __________________ Class I hereby affirm that I am exempt from 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, prier to its issuance also requires the ap- plicant for Such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractors License Law (Chapter 9 commencing with Section 7000 of Division 301 the Business and Professions Code) or that is ex-empt therotrom and the basis br the alleged exemption. Any violation of Section 7031.5 by an applicant for a permit sub-jects the applicant to a civil penalty 01 not more than five hun- dred dollars ($500). I, as owner 01 the property, or my employees with wages as their sole compensation, will do the work, and the struc-ture is not intended or offered br sate (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner 01 properly who builds or improves thereon and who does such work himself or through his own employees, provided that Such improvements are not intend-ed or offered for sale. If, however, the building or improve- ment is sold within one year of comptelien, the owner-builder will have the burden 01 proving that he did not build or im-prove for the purpose 01 sate). I, as owner 01 the property, am exclusively contracting with licensed contractors to construct the project (Soc. 7044, Business and Professions Code: The Contractor's License Law does not apply loan owner 01 property who builds or im-proves ttloresn, and who contracts for each projects with a Contractor(s) license pursuant to the Contractor's License Law). Ass homeowner tarn improving my home, and the follow- ing conditions exist: I. The work is being performed prior to sale. I have lived in my home for twelve months prior to completion of this work. I have not claimed this exemption during the last three yours. lam exempt under Sec. __________________ - B & P.C. for this reason O I hereby affirm that I have a certificate of consent to self-insure, or a certificate of Workers' Compensation Insurance, or a certified copy thereof (Sec 3800. Labor Code) POLICY NO COMPANY O Copy is filed with the city Certified copy is hereby furnished CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars 191001 or least 0 I certify that in the performance of the work for which this permit is issued. I shalt not employ any person in any manner so as to become subject to the Worlrers Compensation Laws 01 California NOTICE TO APPLICANT If, alter making this Coil ticate of Exemption, you should become subject t the Workers' Compensation provisions of the Labor Code, you must forthwith Comply with Such Provisions or this permit shalt be deemed revoked 0 I hereby affirm that there is Construction lending agency for the performance 01 the work for Which this permit is issued ISec 3097. Civil Coder Lender's Name Lender's Address USE BALL POINT PEN ONLY & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT 1200 Elm, Carlsbad, California 92008-1989 (619) 438.5525 JOB ADDRESS I DATE OF PPLICATI ONl OAP A',5RD RE TCROSSST j '' BUSINESS LICENSE VAL ATION PERMIT NUMBEI" ONE LOT BLOCf '50801 7tSION — / •. CONTRACTORS PHONE w owNER'S PHONE FN,~,A BLOG USE CODE ME - PLAN 1.0. ADD LICENSE NO. ____ ORS OWNER'S MAILIN22ESS 11(o 1014.0 LICENSE u STANDARD PLAN # BUILDIPO. FOOTAGE 21- /_ 000. DESCRIPTIONOF w L DESIGNER'S ADDRESS ESIGNER'S P ONE - - -- - ATT 7 F/P FLR ELEV.1 I NO GP I STORIES vOND J CENSUS TRACT I GP LAND USE I PARKING SPACE RESJITS GRADING PERMIT ISSUED I REDEVELOPMENTI I Tv PE 0CCLOAD I_FIRESPR IAREA 0 e 0 rs j_vO I I_k!AI vO r Not Valid Unless Machine Certified — QTY. PLUMBING PERMIT - ISSUE 7 QTY. MECHANICAL PERMIT. ISSUE SUMMARY/ACCOUNT NUMBER EACHFIXTURETRAP fL/cJ-.' INST ALL FURN. DUCTS UPTO100,000BTU 00,'BUILDING PERMIT 01-00-00-8220 EACHBUILDIN6SEWER OVER 100,000BTU SIGN PERMIT _jj,Q-fl0-822j EACH WATER HEATER ANDIORVENT /0_ BOILER/COMPRESSORUPTO3HP - PLAN CHECK,...--'01-00-00-8806 "-...,(0160 r EACH GAS SYSTEM )TO4OUTLETS ' BOILER/COMPRESSOR 3-15HP . TOTAL ,MBING O1'00-O0-8222 — EACH GAS SYSTEMS OR MORE METAL FIREPLACE -/_MECHANIQvM$lMy31.o.a "__MOBILEHO' ____01-00-00-8225 klfl EACHINSTAL., ALTER. REPAIR WATER PIPE - , - VENTFANSINGLEDUCT - MECHEXHAUST -_HOOD/DUCTS - , EAC H VACUUM BREAKER — WATERSOFTNER_' - RELOCATION OFEAFURNACEiHEATER MOBILEHOME PARK _______________ - EACH ROOF DRAIN (INSIDE) - SOLAR , - TOTAL MECHANICAL I STRONGMOTION 0 FIRE SPRINKLEFC JOT-ALPLUMBING I QTY. ELEçtRICAL PERMIT ISSUE - QTY. SOLAR -ISSUE • PUBLIC FACILITIES FEE_______________________ BRIDGE FEE ,vj7Q"_g'f __ ____ NEWCONSTEAAMPSW1'I3KR LJñ _ _j ..'' COLLECTORS '$\_. "SOOLFEE _D(STRICT PH .3PH STORAGE TANKS /.,' - _8O-92-21-QW" EXIST BLOC E'A AMPISWTBKR ROCK STORAGE ' Encinitas __80-92-22-0519 IPH 3 P . PUMP anDieguito 80-92-23-0519 REMODEL'AITER PER CIRCUIT . PLAN CHECK FEE . San Marcos ___________ ____ _________ TEMPPOLE 5 200 AMPS - i_92-24-0519 Vol OVER_200_AMPS - '- _' NSETAX01.00-OO-816 LICE TEMPOCCUPANCY'(30DAYS) . ,t.. MFF8O.92.57.0519_f%(_A_..• CREDIT DEPOSIT - TOTAL ELECTRICAL - TOTAL SOLAR . TOTAL FEES PAYABLE _1vr/1._•1 — -'I HAVE CAREFO&IY 'EX'AMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY Expiration, Every permit issued bythe Building Official under the provisions of this * AN OSHA PE'T IS REQUIRED FOR EXCAVATIONS OVER CERTIFY ON DER PENALTY 'OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code shall expire by limitation and become null and void If the building or work I 50" DEEP AND DEMOLITION OR CONSTRUCTION 0 I auth9riz2011b such permit is not commenced within 180 days from the date of Ouch STRUCTURES OVER 3 STORIES IN HEIGHT DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS I permii,aorlif the build or work authorized by such permit is suspendel.or ISSUED: TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CON- I_abany$neatanytim_at_rtheworkiscommencedforaperiod01180-days '% STRUCTION. WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND APP T'S SIGNA KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS. COSTS AND , CONTRACTbR$R EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE __ 'BY GRANTING OF THIS PERMIT PHONE DJ - 0. 0 C', a) 0. so C 0) 'C FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS IN~PECTIQN REQ IF INSPECTORS CHECKED APPROVAL DATE SOILS COMPLIANCE PRIOR TO FOUNDATION INSP STRUCTURAL CONCRETE OVER 2000 PSI PRESTRESSED CONCRETE POST TENSIONED CONCRETE I !LELDwELoJJG; HIGH STRENGTH BOLTS -. SPECIAL M)$SO?RY PILES CAISSONS ' cS r -- sc(_. - INSPECTOR'S I -•.-." •,.•t_• S L • - -' 1' .. .• r 'Ii 'S.- • I '1 TYPE DATE INSPECTOR BUILDING FOUNDATION REINFORCED STEEL ii/if/i' MASQRY /I/'SLo1 GUNITEORdROU1' FLOOR & CEILING SUB FRAME SHEATHING 0 ROOF 0 SHEAR ij41'N 7# FRAME EXTERIOR H INSULATION INTERIOR LATH & DRYWALL PLUMBING : SEWER AND BL/CO DPUCO UNDERGROUND DWASTE DWATER TOP OUT 0 WASTE 0 WATER TUB AND SHOWER PAN GAS TEST O WATER HEATER 0 SOLAR WATER ELECTRICAL : ELECTRIC UNDERGROUND 0 OFFER ROUGH ELECTRIC O ELECTRIC SERVICE 0 TEMPORAY O BONDING 0 POOL MECHANICAL DUCT & PLEM., 0 REF. PIPING HEAT - AIR COND. SYSTEMS VENTILATING SYSTEMS CALL FOR FINAL INSPECTI3N WHEN ALL APPRbPRIATE JIuJI:1I[c ELECTRICAL MECHANICAL f I woo :jlj I !'J L 4 àL MIA - FINAL BUILDING INSPECTION . . . . . . . - . . . . .. . PLANfCHECKNUMBER 84-628 DATE 52786 PROJECT NAME: 2855iJna.cornio ( ADDRESS PROJECT-NO.: . . UNIT NUMBER: - . PHASE NO.: . . TYPE OF UNIT APARTMENTS NUMBER OF UNITS 8 MIS Ben Stabile CONTACT PERSON 582-0416 CONTACT TELEPHONE INSPECTED DATE çI[ C4( APPROVED DISAPPROVEDBY'— INSPECTEDm. ______ INSPECTED DATE ... . .- . .. INSPECTED ___________ APPROVED _____ DISAPPROVED INSPECTED DATE .- . . . . ' BY: . .. INSPECTED: APPROVED. _____ .DISAPPROVED) - READY FOR ALL DEPARTMBWPS Oy. -o £'- /c t6F 44- c1iiJr3 COViMENTS 4 lie . . . . . .. '-. ... -. .. . . I. . . . . . I -C, - . . •• -•• . .•. . ..-. . . • . •,. • • ..,- . .. . •Yf. Rev. 1186 WHITE Suspense GREEN EngineeringCsNARY Util PINK: Planning $LD Fire -41 FINAL BUILDING INSPECTION ./ PLAN CHECK NUMBER: . 84628 DATE:. 52786' PROJECT NAME: . 'ADDRESS:. 2875 Unicornio PROJECT NO.: _________________ UNIT NUMBER: _________________ PHASE NO.: Fitness Center &_LandjMBER OF UNITS TYPE OF UNIT -_- Ben Stabile : - . z CONTACT PERSON: • . - CONTACT TELEPHONE 582-0416 INSPECTED U DATE BY: INSPECTED: APPROVEDO DISAPPROVED INSPECTED . DATE •.' . . . . . BY:._._._- INSPECTED: - APPROVED . DISAPPROVED' INSPECTED DATE . . . . • - . - . BY:• •. ,INSPETED: __________ APPROVED.. DISAPPROVED - . .. READY FOR ALL DEARTIUIENTS . - .,.,. y'COMMENTS: . . •• . . . . . . - . - : . . .• . V - : - . • :.- - - '410 14 I • -S .. • . -- . Rev. 1186 WHITE Suspense GREEN Enginee CANARY Utilities INK: Planning GOLD Fire ' FINAL BOWING INSPECTION V.. . PLAN CHECK NUMBER: 84628 DATE: -. PROJECT NAME: ADDRESS: 2855 UnicOrniO :. PROJECT NO.: _________________ UNIT NUMBER: _________________ PHASE NO.: TYPE OF UNIT: APARTMENTS NUMBER OF UNITS: CONTACT PERSON: D Ben. Stabile V -. CONTACT TELEPHONE: 582-0416 . V INSPECTED DATE BY: ____________________ INSPECTED: APPROVED _J...L. DISAPPROVED : INSPECTED . DATE BY: _______________________ INSPECTED: ___________ APPROVED ______ DISAPPROVED INSPECTED DATE BY: _______________________ INSPECTED: ____________ APPROVED. ______ DISAPPROVED V READY FOR ALL .DEPARTMENTS COMMENTS: V . Rev. 1186 WHITE: Suspense GREEN: Engineering CANARY: Utilities PINK: PlanningLLD- V V Tz:7: -••'- -'. :' • FINAL BUILDING INSPECTION 5-27-86 PLAN CHECK NUMBER:84-628 DATE. PROJECT NAME - 2855 Unicornio ADDRESS PROJECT NO _________________ UNIT NUMBER _________________ PHASE NO TYPE OF UNIT.APARTMENTS 8 NUMBER OF UNITS MIR Ben. Stabile CONTACT PERSON 582-0416 CONTACT TELEPHONE BY: DATE APPROVED ______ DISAPPROVED INSPECTED; INSPECTED DATE BY ______________________ INSPECTED'..___________ APPROVED ______ DISAPPROVED I t - INSPECTED DATE 'DISAPPROVED BY: _______________________ INSPECTED: . -APPROVED:' _I READY FOR ALL DEPARTMENTS . ... .' ': COMMENTS:. . . .•. ' • . . . • : 1 '.• :'- •,-. ' • • .• ,.•. . ' . • V - . I 1 t Rev. 1186 WHITE Suspen4'ngIneenNARY Utilities PINK Planning GOLD Fire • ..• . .• • -- -. S.-. 1-41 . S .• ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO, CA 92 123 (619) 560-1468 -- DATE:--_________________________ .\DAPPLICANT 'J JURISDICTION JURISDICTION: 0 PLAN CHECKER 0 FILE COPY PLAN CHECK NO: g44', 0 UPS o DESIGNER PROJECT ADDRESS:OIU/(t//)1}/() S7 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. 0 The plans transmitted herewith will substantially comply with the jurisdiction's building codes, when minor deficien- cies identified on the enclosed check list are resolved and checked by building department staff. 0 The plans transmitted herewith have major deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 0 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. 0 The applicants copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. 0 The applicant'scopy of the check list has been sent -to: 0 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: n BY: 'N ENCL:_______________ Form 31584 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE:• AZ2 / 0 k&LI1T <JURISDICT1 JURISDICTION: U PLAN CHECKER O FILE COPY PLAN CHECK NO: a4 Z 0 UPS o DESIGNER PROJECT ADDRESS:5//c,jz,i/,ô -s" U The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. U The plans transmitted herewith will substantially comply with the jurisdiction's building codes, when minor deficien- cies identified on the enclosed check list are resolved and checked by building department staff. 0 The plans transmitted herewith have major deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicants copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: ;IA3-, g4eao 575'rE S--,S'M( 0/eve,, Esgil staff did not advise the applicant contact person that plan check has been completed. fJ Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone #______________ REMARKS: I W_-_ I ~ -hy, ENCL: o#kL'57 L CORPORATION Form 31584 JURISDICTION OF TO: 7n 24' EJ JURISDICTION O APPLICANT COPY o JURISDICTION COPY 0 PLAN CHECKER COPY 0 FILE COPY MULTIPLE RESIDENTIAL PLAN CORRECTION SHEET c So - 1 0 Plan Check Number - Site Address 55 Owner 77/sl~ Ci7t 12#' Building Code Applicable 119 1dUBC B g,L<' ON Stories 3 __Height Occupancy i2— _B Use El i2"_.i2 Type of Construction V-ti (#z,9a)Sprinklers: nNo Allowable Floor Area Actual _'C _Ø Basis For Area /t6 /195 Remarks %oc/ 1,— vi'jij P)1F/h't. o,e,4e?,2 4k/I Date Plan Submitted 7'€.//3.'Date Plans. to Plan Checker A'/J/7/P 4' Date Initial Plan Check Completed /I/2//c?4i By d.kT.4 _- Applicant Contact Person Z'?kt7 Tel. (9)Zi1/4/c9 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 submit two sets of corrected plans and enclosed 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., 1/203, San Diego, CA 92123, (Tel. (619) 560-1468) or to the Jurisdiction Building Permit Counter. GENERAL SITE PLAN / Provide the site address and a vicinity Provide a fully dimensioned site plan sketch on the Title Sheet. drawn to scale. Show: North arrow. property lines, easements, streets. Provide the names, addresses and telephone existing and proposed buildings and numbers of the owner and the responsible structures, location of yards used for design professionals on the Title Sheet. allowable increase of building area and dimensioned setbacks All sheets of the plans and the first sheet of the calculations are required )/ Provide a statement on the site plan to be signed by the California licensed "Alt stating: property lines, easements and buildings, both existing and proposed. Architect or Engineer responsible are shown on this site plan". for the design. Please include the California license number and the /4. Clearly designate on the site plan • date the plans are signed. existing buildings to remain, existing buildings to be demolished, buildings Indicate on the Title Sheet whether to be constructed under this permit or not a grading permit is required and any proposed future buildings. for this project. Show on the Title Sheet all buildings, Show on the site plan all proposed walls, retaining walls and fences. structures, pools, walls, etc. included Specify their heights on the plans. under this application. Any portion of the project-shown on the site plan Clearly dimension building setbacks - that is not included with the building from property lines, street center- permit application filed should be lines, and from all adjacent buildings clearly identified as "not included" and structures on the site plan., on the site plan or Title Sheet. Dimension distance from curb to property Provide a Building Code Data Legend . on the Title Sheet. Include the following Show / line. and dimension on the site plan code information for each building all building projections including proposed: eaves, balconies, cornices and similar Occupancy Group appendages extending beyond the exterior walls. Type of Construction Sprinklers: Yes or No )' Show on the site plan, or provide the grading plans, showing finish floor Stories elevations, elevations of finish grade Floor Area adjacent to buildings, drainage patterns and locations and gradients of cut or Justification to exceed allowable fill slopes. area in Table 5-C Justification to exceed allowable height or stories in Table 5-0 Show dimensioned parking layout including / any required handicap access spaces. / Provide a Building/Unit schedule on / Show the location of any designated flood open space easements, plains, the Title Sheet. Include the following: or other development restricted areas Designation and are4 of each on the site plan. dwelling unit type. Number of each designated unit types in each building. (Including handicapped access units) List any other occupancies or - uses included in each building, i.e. common laundry, common storage, garage, rental office, etc. LOCATION ON PROPERTY When two or more buildings (including carports) are on the same property, the buildings shall have an assumed property line between them for the purpose of determining the required wall and opening protection and roof cover requirements, per Section 504(c). An exception is provided if the combined area of the buildings is within the limits specified in Section SOS for a single building. It this exception is used, show how the OF building(s) will comply with Section 504(b). Buildings over one story and containing courts shall have an assumed property line for the purpose of determining required wall and opening protection of courtwalls. 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 of R-1 occupancies (Type V Construction) less than 5 feet to a property line or an assumed property line, shall be one-hour fire-rated construction. The wall shall have a 30 inch parapet (see exception, Section 1709) and the wall shall have no openings, including windows, doors. scuppers, Vents, etc. Table 5-A 3J The exterior walisof a Group H occupancy / (maximum 1,000 SF) carport or garage, less than 3 feet to a property line or an assumed property line, shall be one-hour fire-rated construction. The wall shall have no openings. Table 5-A The exterior wall of a Group H occupancy (maximum 3,000 SF) carport or garage, less than S feet to a property line or an assumed property line, shall be one-hour fire-resistive construction. The wall shall have a 30 inch parapet and shall have no openings. Table S-A, Section 1102 The exterior wall of a B-1 occupancy carport or garage (Type V-N Construction), less than 20 feet to a property line or an assumed property line, shall be one-hour fire-rated construction. When the exterior wall is less than 10 feet, a 30 inch parapet and protected openings are required. When the exterior wall is less than 5 feet, no openings are permitted. Table 5-A Eaves over required windows shall I' be not less than 30 inches from side and rear property lines. Section 504(a) Combustible projections located where openings are required to be protected shall bo.heavy timber or one-hour construction. Section 1710 Projections may not extend more than 12 inches into areas where openings are not allowed. Section 1710 Projections over public property must comply with Chapter 45. Projections may not extend more than one-third the distance from the exterior wall to the property line or one-third the distance from an assumed vertical plane located where fire-resistive protection of openings is first required, whichever is least restrictive. Section 504(b) If' 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) 4. 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) Exterior stairways shall not project into yards where protection of openings is required. Section 3306(n) /6 Yards or courts serving as required exits for more than 10 occupants must be at least 10 feet wide or have walls of one-hour Construction for a height of 10 feet abqve the court or yard grade. Openings shall be protected by fire- assemblies having a rating of not less than three-fourths-hour. Section 3302 definition and Section 3311(d) Structural elements exposed in walls required to be fire-resistive construction due to location on property must have the same fire- resistive rated protection as the wall, or as required for the structural frame for the type of construction, whichever is greater. Table 17-A footnote 1, and Section 1702 4). 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 A 941 c..' C-J I L 8w...Di"}Q 14-, O1& /i,)((2S, So - /9172 Z 6047 iv BUILDING AREA, HEIGHT AND STORIES IPVDV lC (n,jcrof1r1T(fl,/ITTflwamrp ADPa 1ThfvC1'C a Building Designation Type Construction Shown Number of Stories and Height Basic Allowable Area Increases For Multi-Stories lFor Yards For Sprinklers Total Allowable Area Actual Area Total - Area Separation Walls Yes No Yes No Yes No Yes No Yes No Area on First Story Area Above First Story Over Area No Yes No __l Yes No I Yes No Yes No Over Height Yes No Yes No Yes No Yes No Yes No Over Stories Yes No Yes No Yes No Yes No Yes No (See Attached If Over 5 Building Types) c -,m&7J7-5 i_#&/c. p411. fr'ai £) M1d 7 BUILDING AREA 7? Provide on the Title Sheet of the plans the code justification for exceeding 73 separation wells do not extend I " area outer edge of horizontal pro- t h e the basic allowable area in Table 5-C. jectt'hns. (balconies, roof overhangs. Section 506 :.marquees marquees and architectural project no) and the projecting elements 7 when a building has more than one contain cOoceatod spaces, the wall shall occupancy, the area shall be such extend thro'bh the concealed space to that the sum of the ratios of the the outer ad of the projecting elements. actual area divided by the allowable The exterior wUs, and projecting area, for each occupancy shall not elements above, at be of one-hour con- exceed-one. Section 503 'tde struction on each of the area - separation waiFioEiistance equal to 7 As shown, the building(s) is/are the depth of the projobcing elements. over area for the Type of Construction Openings in the one-hourN,lis must be shown. Table s-C protected with three-fourtR'hour assem- blies Section 505(e)2 '\ The total floor area of a multi-story building cannot exceed twice the basic 74 '~'iuui " A l separation wails must tend l area allowed by Table 5-C after increasing nuous straight vertica plane in a cot.4 l the basic area, per Section 506 from the 'b&i ndation to a point 30 inches No single story can exceed the basic above the rb.f, but may terminate at the underside of he roof sheathing if the area allowed by Table S-C plus the roof/ceiling is "two-hour construction. increases allowed by Section 506. Unless considered a separate story, 7 . Two-hour area sepa' on walls may ter inate at the roof she t.Qing' provided the floor area of a mezzanine shall be included in calculating the area of the story in which it is located. Where the roof/ceiling framing - '\lements are parallel to the A basement need not he included in wa.11s, such framing and , the total allowable area, provided ele'aents supporting such framing such a basement does not qualify shal\be of not less than one- as a story nor exceed the area hour fire-resistive construction permitted for a one story building. for a wdth of not less than 5 feet oeach side of the wall. Where roof)iling framing AREA SEPARATION WALLS elements are'erpendicular to ' Area separation walls may separate building portions of a and allow the wall, the tire span of such framing an elements supporting such f'ming shall be of not less thaKone-hour each portion to be considered a separate building, however, the fire-resistive const'hction. area separation wall must be four-hour Openings in the roof àll not in Type I, II-P.R., III and IV be located within 5 feet the buildings; and two-hour in Type II-one- area separation wall. Sec 'on 505(3) hour, Type 11-N and Type V buildings. Section 505(e)l ' Openings in four-hour area separation walls are required to be protected 7 . No openings in the roof are permitted 5 feet a two-hour area within of with three-hour fire-resistive separation wall if parapets are not assemblies, and 1-1/2 hour fire- provided Section 505Cc resistive assemblies in two-hour area separation walls. Section 505(e) Openings in area separation walls. are limited to 25 percent of the length of the wall in each story. Section 505(e) = 73 74 75- 'z ' /9z coixr i,'ii. ,. 4,1,8,1_- J41 Area separation walls, which 7 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 / (a)5. 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 79 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 1XI, per Gypsum Fire Resistance Design Manual, Item FC 5406) See the attached article, Area Separation Walls 3euio*VCV, and incorporate appropriate data and details on your plans. Provide complete details of the area separation wall(s) to show compliance with Section 505(e)1-5. Provide a note on the plans stating: Plumbing and conduit penetrations of the area separation wall shall be of copper or ferrous. No plastic pipe may penetrate the area separation wall. BUILDING HEIGHT/STORIES 9ft'' Clearly show the maximum building / height based on the definition in Section 409. Clearly show if the lower level is a basement or story, based on the definitions in Section 403 and 420. Plot the finish grade (adjacent ground / level) on the elevations and dimension the distance to the floor above for story determination. See definition of grade. Section 408. 4'. 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. 5. One additional story would be permitted / beyond that shown in Table S-D 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 X Towers, spires and steeples shall comply with Section 507, exception 1. Y Group R. Division 1 occupancies 11 FIRE-RESISTIVE CONSTRUCTION than two stories in height, or having more than 3.000 sq.ft. of floor area (.iZ_IC.Q. ' above the first story shall be not less than one-hour fire-resistive construction throughout except as OA provided in Section 1705(b) 2. 52. ' Where one-hour fire-resistive con 40 - struction is required, an approved automatic sprinkler system may be aubatituted for the one-hour construction, however, the fire sprinkler system shall not waive or reduce fire-resistive requirements for: occupancy separations, exterior walls due to location on property, area separation walls, shaft enclosures, corridor protection, stair enclosures, exit passageways, type of construction separation per Section 1701 and atriums constructed in accordance with Section 1715. Section 500 'provide details of the one-hour fire- resistive construction. Include roof/ceiling assemblies, floor/ceiling assemblies, wall assemblies, post and beam assemblies, etc. Y~ Maintain one-hour fire-resistive wall construction at built in wall fixtures and behind bathtub and shower enclosures, mailboxes, medicine cabinets, fire extinguisher cabinets, electric panelsexceeding 16 sq.in. in area, etc. Section 4304(e) I.. Detail and reference ICBO number or other approval for horizontal fire fire assembly using trusses. Ay A'iU Section 4303(b)8 Detail how )4_3 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 l,ight fixtures. Section 4303(b)6 /6- Roof/ceiling and floor/ceiling assemblies must be of one-hour construction, detail fire assemblies on plans along with their ICRO number or other I.D. number from the Fire-Resistive Design Manual published by the Gypsum Assoc. or U.!.. number or item number from Table 43-C. UBC Detail water heater vents located inside fire-resistive wall con- struction or within fire-resistive shafts. Detail pre-fabricated fireplace flues within individual fire-resistive shafts and specify fire-stopping around fireplace box opening. jSection 4304(e) Clearly identify location and hourly 7 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 plans that elevator doors 7 must be constructed and installed in the same manner as a - hour fire assembly, even though elevator doors are not identified /With fire labels. Detail column fire protection per Table 43-A in the USC and specify column impact protection in garage areas per Section 4303(b)S. As a minimum, show a 22 ga. steel jacket around each column to a height of 3 feet above the ground for impact protection. Structural members such as beams supporting more than one floor or roof must be individually fire protected. (Section 4303(b)6) Detail required protection. Clearly specify minimum thickness 7 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. 1 • Detail all plumbing and electrical penetration at occupanc r a, corridor or other fire separation walls as specified in n 4(e). Detail all furred ceilings as required 7 in Section 4203. Show fire-retardant treated wood where necessary. A. B-I is Type I construction Provide cross-section of one-hour corridors serving an occupant load b. B-I/A-1 are separated by a of 10 or more. Label corridors on three-hour occupancy separation plans as one-hour corridors, specify C. B-I is restricted to passenger on the plans all doors as 20-minute vehicle storage, laundry rooms fire assemblies with self-closer, and mechanical equipment rooms. or automatic closers with smoke (No storage, recreation room, detector., and all windows as 1/4 etc.) inch wire glass in steel frames and all duct penetrations to have d. The maximum building height fire dampers. Section 3305(h) does not exceed the limit. in Table 5-0 for the least Clearly label and identify on the type of construction plans the fire-resistive corridors, epa ration tl, shafts, occupancy The Type I construction is required , se,..raoW s and floors, exit to have protected exterior wall courts less than 10 feet wide and exit openings when located within 20 feet enclosures, along with their hourly from a property line. Section 1803(b) ratings. Section 302(c) OCCUPANCY SEPARATION l)/' All openings in floors forming a three-hour separation shall be / Storage or laundry rooms that are protected by vertical enclosures within Group R, Division I occupancies, above and below the opening. The that are used in common by tenants, wails of such enclosures shell be shall be separated from the rest not less than two-hour fire-resistive of the building by not less than construction, and openings therein one-hour fire-resistive occupancy shall be protected by a one and one- separations. Section 1202(b) half-hour assembly. Section 503(c), Tables 43-A, B, C and Chapter 43 /. Provide a full one-hour occupancy /7- A -hour occupancy separation separation between R-1 and H-1 or 81 is required between____________________ (H-i up to 3,000 sq.ft.) occupancies, occupancy and the___________________ Fire protection only on the garage occupancy. Table 5-B, Section 503(d), side applies to R-3/M occupancy Tables 43-A, B, C and Chapter 43 separations, not A-i/N occupancy separations. TableS-B and Structural members supporting an Section 503(d) . occupancy separation must have the '4. Provide one-hour fire-resistive door separation. Table S-B, Section 503(d), separation. Section 503(c) same fire-resistive rating as the assemblies in the one-hour occupancy Tables 43-A, B. C and Chapter 43 No openings are allowed in a four- 7. The required three-hour rated occupancy hour fire-resistive occupancy separation between A-I and 8-1 occupancies separation wall. Section 503(c) - may be reduced to a two-hour rating when the B-I is limited to the storage y' openings in a three-hour fire- of passenger vehicles, and the provisions resistive separation shall be protected äf Section 702 are not applicable. Table 58 by a three-hour assembly, and openings The two-hour' occupancy separation may be may not exceed 25 percent of the further reduced to one-hour, if the aggregate length of wall in the story and no area of 8-1 occupancy within the building does single opening shall exceed 120 sq.ft. not exceed 3,000 sq.ft. Section 503(d) Section 503(d), Tables 43-A, B, C and Chapter 43 X4_ A B-i occupancy in the basement or 741 A two-hour fire-resistive separation first story may be classed as a shall be not less than two-hour fire- separate and distinct building for resistive construction. openings the purpose of area limitation, shall be protected by a one and one- limitation of number of Stories half-hour assembly. Section 503(c), and type of construction ONLY if Tables 43- A, B, C and Chapter 43 the following conditions are met: A one-hour fire-resistive separation 7 shall be not less than one-hour fire-resistive construction. Openings shalt be protected by a one-hour assembly. Section 503(c), Tables 43- A, B, C and Chapter 43 Occupancy separation wall penetrations ( must be either ferrous or copper and fire-stopped. Steel electrical outlet boxes, not exceeding 16 square inches per, 100 square feat 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) I/ ire-resistive floors used for occupancyancy separation shall have openings for mechanical and elec- trical equipment enclosed in shafts per Section 1706. 4. Clarify that wiring within concealed ' spaces complies with Section 4305(e). Ducts penetrating one or two-hour occupancy separation walls must have fire dampers. A fire door is required for three-hour separations. Section 4306(j) Usable space under the first story, when constructed of metal or wood, shall be separated from the non-usable space, and the story above, as required for one-hour fire-resistive construction and the door to the usable space shall be self-closing, of non-combustible construction'or solid woodcore, not less than 1-3/4 inches in thickness. / Section 1703 1,0 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.!.., etc. SOUND TRANSMISSION (Title 25. Chapter 1, Subchapter I, Article 4, Section 20) UBC Standard No. 35 (1-3) USC Appendix Chapter 35 16 Wall and floor/ceiling assemblies separating dwelling units from each other and from common space (such as corridors, laundry rooms, common garages, service areas, etc) must have a listed rating of STC 50 and IIC 50. Show the location of and provide details of the listed wall and floor/ceiling assemblies, and indicate the listing agency and listing number for the tested ratings. 16 Show how penetrations of assemblies for piping, electrical devices, re- cessed cabinets, bathtubs, soffits or heating, ventilating or exhaust ducts shall be sealed, lined or in- sulated or treated to maintain the required ratings. Dwelling unit entrance 'doors from interior corridors together with their perimeter seals shall have a STC rating of not less than 30. lft' R-1 occupancy buildings, located in noise critical areas (CNEL con- tours of 60 dB) as shown on the City or County's General Plan, require an acoustical analysis showing that the proposed building has been designed to limit noise in habitable rooms to CNE!. of 45 dB. Where windows must be closed to comply, it is necessary to provide mechanical ventilation capable of providing at least two air changes per hour. i4 The Title Sheet or Site Plan should 7 clearly indicate if any portion of the project is in'a noise critical area (CNEL contours of 60 dB) as shown on the City or County's General Plan. If no portion of the project is within a noise critical area, provide a note on the Title Sheet stating: "This project is not within a noise critical area (CNEL contour of 60 dO) as shown on the General Plan". EXITS In all occupancies, floors above / the first story having more than 10 occupants, shall have not lass than two exits, except only one exit is required from a second floor area within an individual dwelling unit. Two or more dwelling units on the second story may have access to only one common exit when the occupant load tributary to the Stairway does not exceed 10. Section 3303(a) 4<. 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 I and their required separation must be maintained until egress is provided from the structure. Section 3303(a) /3- Where a required exit enters a yard, the yard must lead to a public way. Section 3301 174. Where required exits enter an exit / court (see definition, Section 404 and 3301), the exit court must discharge into a public way or exit passageway. The exits from the exit court shall comply with Section 3311 requirements for width, number, and protection of walls and openings. Basements require two exits, except / basements in an individual dwelling unit. Section 3302(a) Total width of exits in feet shall ( be not less than total occupant load served divided by 50. Tributary occupant load from basements and stories above shall be per Section 3302(b) and the maximum width required for any story shall be maintained. 17g. No point in the building shall be / more than 150 feet (200 if sprinklered) from an exterior exit, horizontal exit, enclosed stairway or exit passageway, measured along the path of travel. This may be increased 100 feet if last 150 feet is in a corridor. Section 3303(d) '(See exceptions) Double acting doors are not allowed / when serving a tributary occupant load of more than 100, or when part of a fire assembly, or part of smoke and draft control or when equipped with panic hardware. Section 3304(b) 1 . Exit doors from each unit should I be a minimum size of 3 feet by 6 feat 8 inches with a minimum door swing of 90 degrees. Maximum leaf width is 4 feet. Section 3304(e) 14( 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. In R-3, and individual units in R-l. a max- imum 7-1/2 inch drop may occur provided the dbor 'does not swing over the drop. Section 3304(h) ipf. 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) I. Revolving, sliding and overhead doors / are not permitted as exit doors. Section 3304(g) /3. A door may open over a stairway landing provided the door, in any position, does not reduce the clear area of the landing, in the direction of travel, to less than one-half the required width of the stairway. /84. Section 3306(g) Minimum exit court width is 44 inches. Section 3311(b) )45. change in width in an exit court I 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) ip. Walls of exit passagewaysshall 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) 117. Ramps required by Table 33-A shall I 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 l. I / /2. 4 Stairway width must be at least 44 inches when serving more than SO occu- pants; 36 inches when lass than SO; 30 inches when serving one unit only. Section 3306(b) and Section 3301(b) Seventy eight inch minimum headroom clearance for stairways should be indicated on the plans. Section 3306(p). Note that this is from / a plane tangent to the stairway tread nosings. Stairway handrails should not pro- Loi.6o.) ject more than 3-1/2 inches into the ØY!Ou) 206. required width. Trim may not project 7S>%YneoAsjaqs 7 more than 1-1/2 inches. Section 3306(b) Enclosed usable space under interior or exterior stairways should be protected on the enclosed side as required for one-hour fire-resistive construction. 2 x 16 O.C. nailers. Section 3306(m)(n) Landings should not be reduced in width more than 7 inches by a door when fully open. Where doors open over landings, the landing shall have a length of not less than 5 feet. Section 3306(g) and Section 3304(h) Stairways from upper levels which extend f below the level from which eqress from the building is provided, shall have an approved barrier to preclude exiting into such lower levels. Vertical distances between stairway ( landings are limited to 12 feet. Section 3306(1) All interior stairways, ramps and / escalators shall be enclosed. An enclosure is not required if serving only one adjacent floor and not connected to stairs or corridors serving other floors. Not required for R-3 or R1 stairs within a dwelling unit. / Section 3309(a) Stairway riser must be 4 inches / minimum and 7-1/2 inches maximum and minimum run shall be 10 inches except in winding, circular or spiral / stairways. Section 3306(c) 10. Winding stairways are permitted ànly / when serving R-3 or a single unit in B-i. Section 3306(d) Provide details of winding stairways Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from the side of the stairway. Maximum rise is 9 inches. C. Minimum width is 30 inches. Section 3306(d) Spiral stairways are permitted only when serving R-3 or a single unit In B-I. Section 3306(f) Provide spiral stairway detailsi Minimum run is 7-1/2 inches at point from where the tread is the narrowest. Maximum rise is 9-1/2 inches. C. Minimum headroom is 6 feet 6 inches. Section 3306(f) Spiral stairways may not be used for required exits when the area served is greater than 400 sq.ft. Section 3306(f) Spiral stairways must have a clear walking space of 26 inches between the column and handrail. Section 3306(f) Provide ICBO Research Report and Number for metal stairway, or submit plans and calculations and approved fabricator registered with the Building Department or note that the stairway fabrication shall be done under special Inspection per the approved fabrication plans. Section 306(a) 4 B and Section 306(f) Stairways should be enclosed as specified in Section 3309: Two-hour fire-resistive walls are required in buildings of Type I and II-F.R. Construction, and in all buildings over four stories, and one-hour elsewhere. Only, exit doors are allowed to. open into exit enclosures. Doors should be labeled one an one-half-hours or one-hour fire assemblies. d. Exit enclosures should include a corridor on the ground floor extending to the exterior. Fire-resistive construction should be as required for the exit enclosure, including protected openings. Only exit doors are permitted to open into the corridor. 0. An approved barrier is required at the ground floor to prevent people from accidentally con- tinuing to the lower level. f. Usable space is not allowed under the stairs. . Occupied floors more than 75 feet / above the highest grade should have all exits from the building in smoke- proof enclosures. Section 3310(b) 6. In buildings four or more stories, one stairway must extend to the roof. Section 3306(o). It must be in a smokeproof enclosure in buildings over 75 feet in height . Section 3306(o) Handrails are required on each side of stairways. Stairways required to be more than 88 inches wide shall have intermed- iate handrails. Stairways not over 44 inches wide or stairways serving one dwelling unit may have one handrail if not open on both-sides. Private stair- ways (1 tenant), 30 inches-or less in height, may have one handrail; private stairways, not over 3 risers, serving a single dwelling unit (R-3. R-l) need not have a handrail. Handrails shall be 30 inches to 34 inches above nosing of treads and= 1eas 0 iv i we st Is s as Zx e top and he ~tlnilinMyltb!yond to t is stairs shall terminate in a newel o~ Lrways ivat 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) 29 . Every stairway landing shall have a dimen-sion, measured in the direction of travel, at least equal to the stairway width. Section 3306(g) Openings in the exterior wall below or within 10 feet horizontally of an exterior exit stairway in buildings over two stories shall be protected by a self-closing assembly having a three-fourths-hour rating, unless two separated exterior stairways serve an exterior exit balcony. Section 3306(1) CORRIDORS 2J4' Corridors, and exterior exit balconies. I serving 10 or more occupants must be minimum 44 inches wide and 7 feet high to the lowest projection. Corridors serving R-3 and individual R-1 units may be 36 inches wide. Section 3305(b) 2)( When a corridor or exterior exit balcony f is accessible to the handicapped, changes in elevation shall be made by means of a ramp. Section 3305(f) 2J. Corridors serving 10 or more occupants in R-1 or 30 in other occupancies shall have walls and ceilings of one-hour construction except: Corridors greater than 30 feet wide whei the occupants .or areas served by the corridor have an exit independent from the. corridor. Exterior sides of exterior exit balconies. Section 3305(g) 2)(. 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) 2)1 Total area of all openings, except doors, in any portion of an interior corridor, shall not exceed 25 percent of the area of the corridor wall of the roomwhich it is separating from the / corridor. Section 3305(h) 218. Duct penetrations of fire-rated corridor I walls and ceilings shall bave fire dampers per Section 4306(j). 219. Viewports in 20 minute rated corridor ( doors cannot exceed 1 inch in diameter and must have 1/4 inch thick glass and 2J0. metal holder that will not melt at 1700P. Section 3305(h) 24?. 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. 251 Section 3305(g) Ceilings of combustible materials cannot be suspended below the one-hour corridor ceiling. Section 3305(g) Z4. 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) 24. See attached details for approved methods of providing one-hour corridor construction. /2 . When two exits are required, dead end corridors and exit balconies are limited to 20 feet. Section 3305(e) 2~. Exterior exit balconies cannot be located I in areas where protected op9ings are re- quired. Section 3305(1) EXIT SIGNS .4. Exit signs are required since the occupant load exceeds 50. Show all required exit sign locations. Section 3314(a) Ii. Show that exits are lighted with at / least one foot candle at floor level. Section 3313(a) 2/8. Show that the power supply for / exit illumination and exit signs is provided by two separate cir- cuits. (Occupant load exceeds 100) Section 3313(b)l R-1 GENERAL. OCCUPANCY REQUIREMENTS Every apartment house three stories or more in height or containing more than 15 dwelling units and every hotel three or more stories in height or containing 20 or more guest rooms shall have an approved fire alarm system as specified in the Fire Code. Section 1202(a) (See exception) Draft stops above p4 in line wi,Ywalls separating unit all be instptled in the attics, msSards, overhapqs, false fronts and j.tiiilar conceatpd areas. The draft 5toJ( shall be aboy and in line with wa,Ms separatingjáant spaces from each,ather and from dther uses. SectIon 2516(f) S Every sleeping room below the fourth story hall have at least one openable window or exterior door for emergency escape 0r. rescue. The clear opening shell be at leaat.5.7 sq.ft., 24 inches high and 20 inches wide. The finish sill height shall not exceed 44 inches above the floor. 23{ One room must contain a minimum of 150 sq.ft. of superficial floor area. Section 1207(b) Habitable rooms, other than kitchens, shall contain at least 70 sq.ft. of floor area. Section 1207(b) Window area must be a least 1/10 of the floor area (minimum 10 sq.ft.) in Section 1205(a) 258( Openable window area must be 1/20 of the / floor area (minimum 1-1/2 sq.ft.) in bath- rooms, laundry rooms and similar rooms. Section 1205(a) 351 One-half of all required window area must be openable in___________________________ No habitable room, other than a kitchen / shall be less than 7 feet in any dimension. Section 1207(c) 230. Show separate sources of power for f exit illumination and exit signs. I (Occupant load exceeds 100) / Section 3313(b)2 2)6. The exit sign locations as shown / are not adequate. : tiO4) \2yA PT fry PS 1 yrrr1. So 7\-vzv- 3oa zô( r 111 C.__ _H1 05p5 L) ID 1J ,Z.(l3 In ._5 Ii 0 'ii -3S - 1D *C'1 e Fiz ç,.. Lo.-ra \Y49A\01Z. Ivr - #)l.1J .i°rE - PrLL.o '.E. c. •2 -ro C.er.i) +1 r)u G1 - 2?.d' Provide skylight details to show compliance 7 with Sections 3401 and 5207 or provide ICBO. - approval number. 2fr1 Provide plastic roof panel details to show compliance with Section 5206 or provide ICBO approval number. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50 percent of the required vent is a least 3 feet above cave or cornice vents. Section 3205(c) 2)(' Provide a minimum 22 * 30 (or 30 x 30 if equipment is in attic) attic access opening. Section 3205(c) / FIRE EXTINGUISHING 2/i. Fire sprinklers are required on any story I or basement when the floor area exceeds 1,500 sq.ft. and there is not provided at least 20 sq.ft. of opening entirely above the adjoining ground in each 50 lineal feet or fraction thereof of exterior wall on at least one side, or when openings are provided on only one side and the opposite side is more than, 75 feet away. Section 3802(b) Fire sprinklers are required in a basement it 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) /2 . Provide fire sprinklers /6. When serving more than 100 sprinkler heads, automatic sprinkler systems shalt be supervised by an approved central, proprietary or remote, station service, or shall be provided with a local alarm which will give an audible signal at a constantly attended location. 2i'. 2-I occupancies over three stories shall / have standpipes as required by Table 38-A. ' A first story as allowed by Section 702 shalt be induced in determining the number of stories when determining if standpipes are required. Section 3806 a 7 foot-6 inch minimum ceiling ' height for habitable rooms other than the kitch0n3. Section 1207(a) Show a 7 foot minimum ceiling height for f the kitchens, halls, corridors, laundry rooms and bathrooms. Section 1207(a) 2)1". provide 30 inches clear width in water / closet Compartments and 24 inches clearance In front of the water closet. Section 511(a) 2t' Provide smoke detectors which will sound an 7 alarm when actuated. Detectors must be permanently wired in new construction but may be battery operated in existing construction. Section 1210 Show location of fire extinguishers. / Title 25 CAC ' Specify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Section 5406_J / Glazing in shower and tub enclosures (including windows) shall be tempered, laminated or approved plastic. Section 1711(f)(g) ROOF Fire-retardant roof cover is required for i' 2-1 occupancies which are more than two stories, or have more than 3,000 sq.ft. of projected roof area,. or where less than 10 feet from the extremity of the roof to a property line or an assumed property line. Section 3202(b) and 3203(e) A Class __________ fire-retardant roof I covering is required. 2 . Specify roof pitch. 2 • Roof pitch is not adequate for roof covering specified. Specify minimum pitch of______ Specify roof material and application. 2 . Specify ICBO approval number for roof / materials not covered in UBC. - 32€. Specify roof slope for drainage or design to support accumulated water. Section 3207(a) 3B1 Show roof drains and overflows. Size 7 drains per Appendix D of UPC. Section 3207(a) 2 . Show standpipe class and outlet locations / on the plans. Section 3806 Specify that hoses are required with the / standpipe.. HANDICAPPED ACCESSIBILITY APARTMENTS/CONDOS (Not Public Funded Housing) 32/ Provide a note on the Title Sheet of the plans / indicating if this project is or is not Public Funded Housing'. Public funded housing shall Comply with Title 24, Chapter 12 requirements. 'Publicly funded' shall not include loans, grants, guarantees, or other financial assistance provided by a public agency to finance construction, rehabilitation or purchase of privately owned housing. Title 24, 2-417(1). For public funded housing see the enclosed Title 24 / check list when applicable. 32f. Buildings containing more than 20 dwelling I units or 20 guestrooms shall be accessible to the physically handicapped by a level entry, ramp, or elevator. Section 1213 UBC 32(. The number of dwelling units or guestrooms I accessible to the handicapped shall be not less than: 21-99 - one unit 100 and over - one plus one for each additional 100 units or fraction there /3- of. Section 1213 More than one building on a site shall be considered one building for determining the number of accessible units required. /3. Section 1213 Habitable rooms, bathrooms, toilet compartments. hails and utility rooms in handicap units are required to be accessible by level floors. ramps or elevators and doorways to such rooms shall have a clear unobstructed width of not less than 32 inches. Section 1213 3. Handicap unit toilet rooms shall have / a clear space of not less than 44 inches / on each side of the door. Section 511 3). Handicap unit toilet r6oms shall have a 42 inch I wide by 48 inch long Clear space in front of the water closet. The door shall not encroach into this space. Section 511 32)( Common use laundrys, recreation rooms, facilities, / rental offices and any common use restrooms Shall be accessible to the handicapped unless it is clearly shown they are exclusively for the use of the tenants. (State Architects Interpretations) HANDICAPPED ACCESSIBLILTY: HOTELS, MOTELS AND DORMITORIES TITLE 24, PART 2 The number of handicap access guestrooms shall / be at least one for each 25 at fraction thereof up to 100 and one addition for each 40 or 3/ fraction thereof over 100. Section 2-1213 . Every entry, opening or passage door opening into any area on accessible levels (not just handicap accessible guestrooms) shall have a minimum clear and unobstructed opening of 32 inches with the door open 90. Section 2-1213 3)42. All public and common rooms and areas I shall be handicap accessible. Section 2-1213 346. Recreation facilities shall be accessible. / Swimming pool decks shall be accessible and an sssistive device shall be provided to assist handicapped persons in gaining entry ) into the pool. Section 2-1213 34. When accommodations are provided with kitchen I units at least one and no less than one for every 25 of such accommodations shall comply with Section 2-1213(b). 3 - All bathroom entranci doorways in all units f on accessible floors shall have a clear opening width of 32 inches and shall be either sliding doors or shall be hung to swing in the direction of egress from the bathroom. Section 2-1213(d) 334'. Handicap access unit bathroom doors shall / have an 18 inch clear space to the side of the strike edge on the swing side of the door. Section 2-1213(d) Shower compartments shall conform to the / provisions of Section 2-1711(j). Section 2-1213(d) 344'. Xnhandicapaccess units there shall be a minimum clear space 48 inches parallel by 30 inches perpendicular to the side of bathtubs. Space may include maneurverable space under a lavatory. 3/ In handicap access units the water closet / shall conform to the provision of Section 5-1502 except for the height requirement. Section 2-1213(d) 3/0. In handicap accessible unit bathrooms, grab I' bars, lavatories and accessories shalt conform to the provisions of subsection 2-1711(b)(i). 37(. Entrance doors to all units shall have lever / type hardware, or when the unlatching operation is key operated, large bow keys shall be provided per Section 2-3303(c)3. 35 See the enclosed general handicap check list for other requirements. ENERGY CONSERVATION: PLEASE READ New State Mandated Regulations (California Ad- ministration Code) became effective June 16. 1983 and requires that the design satisfy one of the alternative energy packages A, B, C, D. 2, 1, 2, 3, 4, 5, 6 or AS 163. The law also requires that many mandatory conservation items be satisfied. c,2L59'O isinZone -' Copies of the Residential Energy Conservation Manual may be obtained from: Publications Unit, California Energy Commission ill Howe Avenue, MS-SO, Sacramento, California 95825, (Tel. (916) 920-6216). California Building Officials also maintain a telephone hotline" between 10:00 A.M. and Noon and 1:00 P.M. to 4:00 P.M. at (916) 456-3823. 3,7( Show on the title sheet of.the plans, / the alternative energy package that was selected i.e. A, B, C. D. E, 1, 2, 3, 4, 5, 6 or AS 163 to show compliance, and provide calculations and other data, appropriate to that selected package. 33 The responsible designer should sign a 7 statement, on the plan title sheet, The design submitted substantially conforms to the Energy Regulations for Residential Buildings." 3 . The plans are not in compliance with the - / energy conservation compliance package selected or design calculations provided. Show on plans conformance as follows: Specify on the Building Plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Manda- tory Energy Conservation Requirements- 'T'.-Show the size, type and location of the space heating (or cooling) system and provide energy calculations if the out- put BTU/Hr. exceeds 45,000 BTU/Hr. out- put. Outdoor pools and spas with fossil fuel heaters require pool covers as well as other energy saving devices such as time clocks, etc. T20-1406. 37,1. Show the "R" value for the walls, floors, ( ceiling and related areas. 37. Provide a schedule on the plans showing / thermal mass requirement. Specify rooms, materials, required area and thickness of materials. Show double glazing as per Energy Design, on Glazing schedule. Show total glazing areas on the plans. .4. Show on the plan how shading requirements will be satisfied. Show on the plans details of required movable insulation. Show how the cur- tains or device will be sealed and gasketed to provide a dead air space. !i 6o t_d,2"Pø?+- 30' S (di' 0 E i 2.4" o+vi cr 411 tE i 4" - °' +..) (2.t. 2 -rZ2.. I %:-12 ° U 2. S Co i• 'PrIL6. - - ZDu S i -2 O-LLtO 0 J. CLSB r -c.Ctpr Jc-i trY.) ., y-2 0 01 . c. e. o, r2vo zr iUo. Po r 12'o '- (38 }t) ) ) ôurur rj 2. 4-r- u (kJfl2.t P3jQ tatxp1q-,-?xw1 L&)i- t)GS nY 1 L-O iQ (L(ZT2 L I vi) () t'iQ SZOOi 014 flZUSS's \2L °(3 h--LC- S heQ/ Iôc&i9S 4. O fl) *j'1 Q -so Cnn o 4fo 0 kA , A1 I .De rn L r- . ii i- (-0 5 %i (? (LA (.4). . ( c u L---<q- L. C-Ai' &i- (cX7 4 I4-7 cFr Tb t)Crt -i- o o ' ('/z.-r 1. rz Wc Y~IYO )vYl owl V A-&jL o (L..' 00 D SQ&A.Py2ff vS. C-'iac..t. A-riJLZ--3 ri ecei crY1 oi<o JF9vn it) P-rn)1 £'&'r SE ZWe 6m4,-2:3 - 9 i : O',q s /9L 1Z17 i,iJ i9ha 44 xe () l Lô /1.0 7- /2i- /'9W/1 JZ ve,7Y 1- ___ L31813S - /741 N H - tZ(7W)LI1 ( C' U ,-z..4./ize) nj 5hai ___ O/ 77ZO3S 'So ir7 C1'ô'6o 7'12'S 3 ~'hôcu b/ k'#?7 /- iii1 7j 7'7id5s(' l t Lgqj P //t?D C)Z5 cS cif9I /'z. /iy i j) /92_c2O7 /Sz i20/ -,LL. 0/J1st'6r. 5/,& U) 7 , 4vm 6 OeJ 41,-7—&)2 Dise-/, i9i?& . 7J ;J.C)) Yb D' ___ // 271Z/&iZ L47PMS S G9mZ-,9ZF zval— .1 -ThsslS O •') 2/.S*c)Riq. ic-,zi/ ¶fi CITY OF CARLSBAD POLICIES AND P1.0CFDIJRES NUMBER: 80-10. SUBJECT: LECTRICAL SUBPANELS IN CLOSETS EFFECTIVE:. 12/1/80 SECTION: BUILDING DEPARTMENT SUPERSEDES: PURPOSE: The Fire Department has requested that electrical sub-panels in all concealed locations be prohibited. These sub-panels .are difficult to locate and disconnect in case of emergency. They are also a potential fire hazard. POLICY: Effective on the above date we will enforce the provision contained in Article 240-24(d) of the 1981 National Electrical Code which prohibits the location of subpanels in clothes closets. An work in progress prior to the effective date of this policy is exempt. . Xc: Fire Department Initiated By: #01 Approved By: _Martin Orenyak City Maer ate2/21/g%" Jurisdiction2Z.-9z Prepargd byi 13Bldg. Dept. VALUATION AND PLAN CHECK FEE D Esgil PLAN CHECK NO._c BUILDING ADDRESS APPLICANT/CONTACT 0196,11Z? PHONE No.('',)23/ "498 BUILDING OCCUPANCY -/ - DESIGNER PHONE // TYPE OF CONSTRUCTION ///,/ CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE &, , Pc % ?/• ?3 Air Conditioning Commercial 2.80 Residential 2.40 Res. or Comm. Fire Sprinklers 1.50 Total Value • • Fee Adjusted To Reflect o Energy Regulations (Fee x (Feex l.( 5) Building Permit Fe Plan Check Fee I COIl lIE NTS 8/4/82 oe AN CHECK NUMBER ADDRESS DATE_______________ PLANNIN' TYPE OF STRUCTURE )?cte4ø 5t/ ZONE:______________ SCHOOL FEES: SAN DIEGUITO ENCINITAS_____________________ CARLSBAD SAN MARCOS____________________ % COVERAGE REQUIRED SETBACKS_______________ BUILDING HEIGHT FRONT________________________ FENCES/WALLS SIDE___________________________ TWO CAR GARAGE REAR_________________________ - I . REDEVELOPMENT APPROVAI REQUIRED: U F~ LANDSCAPE PLAN CO9MENTS:Jt.JL4t7 SL CIA ENVIRONMENTAL REQUIRED: ADDITIONAL COMMENTS: ftPVtM OK TO iSSUE: DATE: OK TO FINAL: DATE:_____________ t ENGINEERING LEGAL DESCRIPTION VERIFIED? A.P.N. CHECKED?- P.F.F."PARK IN LIEU c#'/Ae A/w/ r R.O.W: )(j).. IMPROVEMENTS: ,V'- ,1i.1tA Ao8 i4uo GRADING PERMIT: ADDITIONAL COMMENJS: OK TO ISSUE: DATE: ENGINEERING INSPECTION REQUIRED:__________________________________________________ PUBLIC WORKS INSPECTOR:___________________________________________________________ FINAL OK: DATE IF THIS ITEM IS NOT CHECKED, BUILDING DEPARTMENT WILL MAKE ALL INSPECTIONS - (DRIVEWAYS, CURB CUT, DRAINAGE, ETC.) SAN MARCOS ENGINEERING Civil Engineers 380 Mulberry Dr. Suite B SAN MARCOS, CALIFORNIA 92069 (619) 744•0111 Jo ' 7i::& Utt~ 6401-.~4 640 SHEET NO. / OF CALCULATED BY I_~c_ct.'L DATE CHECKED BY ___________________________ DATE SCALE ES zo GA .°HH'T' ........ ' ..... . ... _ ,. .. - . ;. I2.61 • ._.., . 'FT.. /tc 4q .................._I._/ _____ ....;..... ....:..:...... •. : :ciy • %/. ... ...34 /I .. ... I..................................................... : .. ....... : .. ... ... ...... .. ............... . ....................................... T/41i ,.L 4) (714 -/;4('3) /1 SAN MARCOS ENGINEERING Civil Engineers 380 Mulberry Dr. Suite B SAN MARCOS, CALIFORNIA 92069' (619) 744-0111 JOB SHEET NO._'2.-. OF CALCULATED BY_ DATE Z.1 CHECKED BY__________________________ DATE SCALE SAN MARCOS ENGINEERING Civil Engineers 380 Mulberry Dr. Suite B SAN MARCOS, CALIFORNIA 92069 (619) 744-0111 JOB SHEET NO. 3 OF CALCULATED BY _CCL, DATE CHECKED BY__________________________ DATE SCALE Mi-x zAS- . 7;) r " DATE CHECKED BY SAN MARCOS ENGINEERING Civil Engineers 380 Mulberry Dr. Suite B SAN MARCOS, CALIFORNIA 92069 (619) 744-0111 P.C1%I 1!7u I 0101. JOB ,2 f1;v' 4&',- SHEET NO. OF CALCULATED BY________________________ DATE_____________________ SCALE SAN MARCOS ENGINEERING Civil Engineers 380 Mulberry Dr. Suite B SAN MARCOS. CALIFORNIA .92069 (619) 744-0111 JOB P941E. & & 11 SHEET NO. OF ---Z CAI.CULATEDBY_OS2.c DATE _/3/Zj_(S. CHECKED BY DATE SCALE SAN MARCOS ENGINEERING Civil Engineers 380 Mulberry Dr. Suite B SAN MARCOS, CALIFORNIA 92069 (619) 744.0111 & JOB SHEET NO. / OF 1,09 CALCULATED BY DATE 13 _-'_A'. CHECKED BY__________________________ DATE SCALE ?i2ii7ni.Own - rnui. SAN MARCOS ENGINEERING Civil Engineers 380 Mulberry Dr. Suite B SAN MARCOS, CALIFORNIA 92069 (619) 744.0111 -I CHECKED BY DATE JOB / /32.D Pt1 SHEET NO. OF 117- CALCULATED BY______________________ DATE SCALE SAN MARCOS ENGINEERING Civil Engineers 380 Mulberry Dr. Suite B SAN MARCOS, CALIFORNIA 92069 (619) 744-0111 JOB h' 9cz ik//, /p SHEET NO. OF _________ /ta1- d2S CALCULATED BY DATE __ /__3 CHECKED BY DATE SCALE SAN MARCOS ENGINEERING Civil Engineers 380 Mulberry Dr. Suite B SAN MARCOS, CALIFORNIA 92069 (619)744-0111 oe /U4J LIZ 1% SHEET NO. .%? V CALCULATED BY_(.cczz DATE €:t— CHECKED BY______________________ DATE SCALE ........................... t. . I llama -mm M..31411.. SAN MARCOS ENGINEERING Civil Engineers 380 Mulberry Dr. Suite B SAN MARCOS, CALIFORNIA 92069 (619) 744-0111 JOB SHEET NO. OF CALCULATED BY_____________________ DATE___________________ CHECKED BY DATE SCALE I- 'T Ol.l M OIIIL SAN MARCOS ENGINEERING Civil Engineers 380 Mulberry Dr. Suite B SAN MARCOS, CALIFORNIA 92069 (619) 744.0111 .ioe ''- SHEET NO. OF CALCULATED BY S'aCJ 0MB '3_ CHECKED BY DATE SCALE 9'c -_ (/ ' ; ( top f) /9 S-i 22 L c - - /2b7 4/1 - - -04 )94;'E Jh/d- cZZL 7; 227/ oa lt.d-fi,; S / 7fjzZ i , 'VI I U5 4.x4 b5T4 'I 0 NAfl.DG IS @ F. FCWEjt tRrvm SILL T.N.AIICW, MAMAL OitlS R EAR WAM MXX # S 4AM. 01'V NAA. 0,t i4CypsJ&&dc4C.N.@ 4"ózRl'AB. PtI3348 16d@12" 16d@6' V_lw (5/8") f'(6)(&i) 72" @ O.C. O.C. 24" Gyp= Board dC.N.@ 4"ózKl'A.B, RrsetI3348 6d@12 16d@6" V.125 - Wert) , i". (6)(6d 72" @ 24" o.c. o.c. 3 4" Gyps= &rd dC.N.# 4"z1CI'AJ. ' 16d@8" 16d@6" V.150 - (Blkd) 4" @72" o.c. o.c. 4 5/8"Cypsui C.N.d @'4"óx 101'A.B. L61@&' 16d@6" V.175 Board (313d) 4" @ 48" o.c. o.c. 5 4"Cy.cBoard C.N. @ 4"x 1(J'A.B. RaetI3348 6d@6" 16d@6" V. (5/87) 'o.c.(64 48" @ 26" o.c. o.c. 6 4"Cyi&rd dC.N.@4"dxlCl'AJ. RaietI3348 6d@6" 16d@6" V.250 (Fa.F.) (5/8") "o.c. 6d @ 48" # 16" O.C. O.C. 7 4"GyinBoard dC.N.@ 5/8"x1(l' 6d@4" fr V.300 - (Ea.F.)(Blicd) 4" @ 48" o.c. 35 # 24" 8 5/8" Gyr 3rd d C.N. @ 5/8?' s4z 1(1' @ 4" V.351) (EaF.)(8]kd) 4"A.B.@32" oc. 35116" 9 3/6' Plywood kl@6" 5/8?'x 1C1 6d@6" inçs V-65 - (Std) o.c. A.B. @ 48" o.c. 35 @ 24". 10 3/8!' Plywood 1@4" 5/8"óx 1(1' 6d@4" iiri V.5 (Std) o.c. B. @ 32" o.c. 35 @ 16" 11 3/8"P1y.cod d@3" c/8"x1(l' f45?' iqrn Vi92 - (Std) o.c. B. @ 24" O.C. 35 @ 12" 12 3/8!' Plywood &i@2" IN' x1(i' W/4'.4@Edges 6d@24" ian V.635 - (Std) o.c. .0. @ 24" o.c. 35 @ 12" 13 3/8"Plywood 8d@2" 1/4"z 12" W/4A @ Fdges 6d@2"(2 fnçs V.730 - Strt. I) o.c. B. @ 24" Sta. 35 @ 8" 14 3/8" Plywood 81 @ 4" 1/4" 4 x 12" 6d @ 2"(2 ;ii V.Th) - Std) (Fa.F.) o.c. Be. @ 24" Stagg. A35 @ 8" 15 3/8" P1y%.*x4 &i @ 24" 1/4" x 12" 64 @ 14" A3. V.1135 - Std) (FA.F.) o.c. .B. @ 16" 2 Roia Sta 12".si e 16 /8" Ply.ad Sd @ 2" 1/4" x 12" @ 14" jp fl A V.1210 Std) (EA.F.) o.c. B. @ 16" ( Ra, Sr.agj @12" si e 17 cteriorF4ce- 5dC.N.@ "6x1C1' V. ttco/ërior 6d@6" @6" 7" O.C. .6. @ 48" (6d) j6d O.C. O.C. &erd .8 xt.Fe-SttEco Sd C.N.@ "6 x 1(1' A.B. 16I @ 6" 16d @ 6" V.250 - niCyp.&rd 4"o.c.61 @ 48" o.c. o.c. 19 xt.Fe-Stxco 6dC.N.@ 5/8"6x1(l' 16d@4" Simpscm V.350 - ntGyp. Board 4" o.c. A.B. @ 32" o.c. A35 @ 16" 4I 9dt. N / F/6'P fD47e4 a, CE28710 CIVIL '4(P4l OF CRV\it~ Boise Cascade Western Lumber Truss NATIONAL CITY, CA 92050 • 474-3341 1262-9963 e"Lr-1 K61 Z' MjN,P '-'4_ cg n, "o... w w. L U' (aiflcKR t1?JIfD 1 FIflN 19Eu) WEt4' EP&iAe.O (V4" I1Ax.oe&,.icD 011") Is if -fi - 2v3O12y4 Iwo fw • I) LUMPIII SHALL BE OF SPECIES AND GIIAUL SPECIFIED, *7111040 (DUAl. 00 lilA! 111 81 cilflllo SPIICOS TO OCCUR 6 0; PANEL Ill. POINT. I013Ir' Faq USO WHITE 308 MIII lm,sts ART LOSITIONTO SICI Of SIf NC 1 ; f 6eu. Q10 tec' 6111*1(8 SIRISS VALUE. 21 CONCIOR PLAItS *81 TO BE INSTALlED SYMMETRICALLY ON VIII JOINT ON EACH O)SPIIC(5 III TOP AND 8011CM CHORfl NOT TO OCCUR DIRECTLY Aeon 001 ANOTHER.10)11 LATERAL BRACING OF 2'— 0' 08 MAO. FIHIR THAN 24 APART AND ARE JOIRLO BY ROOF SwIATN"i. ILOCR!RG. OR OIlIER 8000 OISIRIIUIINS (((UTNT AT1ACHIO 0'NlCllT TO 'it CHORDS 10 I IV4 jAV4'j 4 jP)t V0TJ FACE OF TRUSS. IUNIISSOIM!IJSION1O 01II1IIWISC1 TIC IATIRALBRACING ID' —6" D.C. MAX. (ST OTHERS) I$)PuTING IS TO *1141 STRESSES ONLY Ar.OIhSWA( PLATINI 104 HANOUIIG OF > g( pç31,C, %'), %11 A44- 31 CURT CORP NOT RESPONSIBLE FOR 00(8*11 OUILDING DESIGN, FOIl PERMANENT OR TEMPORARY 88*1180. SUPPORTS OR 08*111881 OF SAMI. II) INDICATES 2.4 88*81110 PLATO (BY OTHERS) (UN,). TRUSSES IS THE RESPONSIBILITY 01 THE T*ORICRIOT II) TRUSS OISIGN CONFORMS 101111 TPI At.. G1J ••fl4( f 1) TRUSSES OISIGNED FOR LOADS 5110401108 THIS DRAWING woo. (2) INDICATES CONTINUOUS LATERAL BRACING AT LOCATION SHOWN (If 01111851 (U N.). CUPRTNT 0151111 SR(C?FIC*IIQNS 80811611 METAL PLATO CONNICIIO WOOD 15115515 £110 IS 845(0 ON TWO FABRICATOR SI P80011)1 CAMBER AS NECESSARY. 6) APPROVAL NUMBERS USC 82342. FHA ICR flO 04, 58CC BI15I.7& 808* 889.5*. 13)110 MEMBERS OF THIS TRUSS MAYBE CUT (UN). FOLLOWING 1111 WCOMMIN010 78*811:(5 AS 511 108TH IN 1118 OUALIEI COHTP MANUAL FROM IN 1) 75*11 YAWL. V.21)00 70 , 3P,LJ)jaG.2IIa PSI) IUNLISS 110180). I4)P#ECAUTII"S 8114(1 51 TUIN TO 155MW. THAT THE pIgr,ussn iin q THIS TRUSS IWIrUTUS WItH TIlT 015114 ISIPLATI SUES ARE 01(111(41(0 VERTICAl ST HClI!Ol,TILIUNtES 1101101 VAX. OVERILAHG FOR OIITLOOKERS DFL r€Sloi LOADS ______ k2 26 PSF 30 PSF 36 PSF 8)0 PSF 1)8) PSF WI I '-9' I '-8" 1 •-7•' ('-6' 1'-Ci" 26 2-1" 2 --0-- 11-101, 1.-9.. .16-9" HFR 11 IlL 4 1 Z.6 1 '-7" I '-10" 1 '-6" '-9" I '-5" 1 0-8" I '-4" 1'-i'• 1 '-3" I 6" I ,"ri4 &AEL.EJO I At, ølFt.yw(rH I FLAr Heil eE 1- I)Dd3) ie ot-. 2'4 KKK PJL 2-2i4 lop PLpEh _>c1 CzluI4 UAJL.O I-tj?. 'jq 9TU ue(. L11!? eiiec'r Boise Cascade ' L ' (:Western Lumber Truss 1rP, 'PL cDaroII NATIONAL CITY, CA 92050 • 474-33411 262-9963 ¶Sr1 AECTOI u- jxa R4AT exemo .. Mt'IPJL 0UD&R 1igoutit r. I LN LI T.t4ci!Z U' 04, L1 ! "A.t4WY #1 i O4i CLARY CORPORATION BIT PARTWAY SRIVE AulNY 68*110 PRAIRIE, IX 15050 1214)641.4701 I SPACING _________ C. MAO. i DL IC PSI PSF 11 BC _________________PS! BC- DL BC 7SF 1YDTAI PShI wE85 LL p51 TCLUMB1R_______________________ I 1.ufrtr3tR tIrb. 11 LUMBER _______________________ IT)1(G SOR riL n I%F 9 Ire I - DESCRIPTION: 6i4S EIJ.A65EE"PLy — e?1//rV I FOR; JOWG 8 . 1501 -d1 RIlE el 2 ZS %INC. EWS I PROJECT: I i!!!. y. I !'1 -- 315 30' 2" 23' 11' 19' 4 324 24' 1' 29' P - IS' 2' -- - - PLAYING .. . ......- TIP DB SPLICING : .... 301101 01)10 SPLICING - JOINT 2 ' PANEL 2-4 OR 4-6 PPIEI. 3-5 2131040'O' 214TIC 224 BC 214 GM 40' 0" 315 TO 53' 6'- 325 TO 37' 2' ,101MT 3 - . 216 IC 317 TO 48' 10" 3.4 TO 41-0" 525 TO 74' 1' 419 TO 61' 2' 313 TO 521-0" JOINT 2 . 216 BC 4.5 TO 69'-0" 214 TC . 515 TO 62' 2" 3.3 TO 74'-1" 515 TO 53' 6' 516 10 74' P JOINT 4 216 IC PANEL 5"7 30 TO 41'-O" 725 TO 74'P. 2248C 3.5 TO 32'-O" JOINT 4 315 1049' 4' 4.5 TO 64'-6" 234 IC - -- - 331 TO 61' 2" 4.6 TO 74'-1" ._ _ , 226 BC JOINT S 5.3 TO 33'6' - 515 TO 74' P 3.6 TO 281-O" 2.6 CC .C1KT 3 - 4.4 TO SOLO" --20 BC - ,,,__S!S TO 54'-0" 613 TO 69'-O" 7.5 TO SB'-9" 9.6 TO 70,_C" I 2.5 I SuB TO 51'-I1" 715 TO 74L3" 7,7 TO 74'-s" 6•10 TO 6V-2" - . I 2.68C - , - 7.5T052'-3" .DINT 6 - - - . I 8.6 TO 62'-55 V 224 IC I 8,8 TO 74'-1' 525 TO 30' 4' IjOSSIT S 7251053'ö I - I 2.SBC _.226,IC...___...._. - \ 36 TO '-'I' 1- 7zSTO69-O U.S TO 741-1" 61T0612' 413 BC - - - 75 TO 36'..z" 8.3 TO 64'5 II -•--' ç [iJ OVER 43'6° -: SEE . NOTE ABOVE OVER 52' 3" 14'-.4. 3/ 4- "--4- 3/. 4' 1LSTRL' L€NITtt LBS. FORCE'. IN. MEMBERS IT-TENSION. C-COHPAESSIONJ : I: :1: T 11E1-51 3 B- 3 L - - - Boise Cascade Western Lumber Truss NATIONAL CITY, CA 92050 • 474-33411262-9963 GENERAL NOTES (unless otherwise specified) Lumber shall beet species and grade specified. approved equal or that of greater stress value. Truss plates III be2Oga. 2) Civineckarpatesaretobeklstaltedsynoa callyontheimon each lace of truss. 4) Clary Corp. 10 not responsible for permanent or temporary bracing, supports, senioR roof or thor system or drainage at same. 5)p'' 6) Approval embers USC 12342, FHA TCS 920.04, . 58CC 97251-74. BOCA 75-24. Instalfalion is the mesponsiliuily at the erection contractor. Sá 1Pl publication. Handling & Erecting Weed misses (Most edition). Panel splice (optional) - Not 10 occur in center 1/3 04 panel. Splices in top and bottom Chord not to occur directly above one another. Provide proper booed ouppolt 04 all Chords Compression chords are at 16.5 Inches on cantor max. and tension chords are at ten toot an center max. II) - Indicates 2x4 bearing plate (by others). Indicates omlinuxius lateral bracing at location shown (by others). . - ....... No members of this truss may becut. Precautions shot be taken to insure that the placement and 05801 this truss Conforms with the design. IS) Ropetilive n00nbnr bending values are used as spooned in National Design Specification for Wood Construction (latest 0041001. 16) Plating is In axial stresses only. Additional plating for handling af trusses Is the responsibility 01 the fabricator. I?) Truss design conforms to the Current IPI design specifications for light mend plate connected wood busses and Is based on the - fabricator lultowing the recommended practices as set faith in the quality Cunliol manual from WI. 18) Plate sizes are delineated vtticaI by horizontal. I1AXIMPJt-1 SPANS 2X4 TC ------------- 2X6 TC 2X4 BC 2X6 BC SS DFL 47' 1" 72' 3" 61' 2" 74' 1'- 01 DFL 46' 1° 69' 5" -51' 0" 74' 1" 02 DFL 5" 64' 6" '44' 7" '61' 4" SS HFR 9" 66' 2° 48' 8" 71' 10" I1 HFR 41' 8°. 63' 0"..43 8" .64' 7' -. $2 HFR 38' 2" 57' 20" 38' 10" 52' 10" ACflC At.' t Ii ',.0 .. 0 .. - - - ED TIP DOW - SIX EQLW. PANELS WIER SC . 'a -. 1110170111 CHORD - FM LOlA. PANELS 1ER SC - . I ,'_ .n- PETE - MILVSIS OF BUTTON DOW naus sc LM LOAD AS PER 1800F - F 48' 0" 74" 7 V 52' 5° 'O I" 74" 2" PROVISIONS SET FORTH BY 1W 1979 EDITION usc omi . 2100F TRUSS " DESIGNED FOR USE WITH TP-400 1,D 7-500 TRUSS PLATES. 74' 2NOTE 50' 20" 74' 59' 4" : 2400F53'6" NOTE FM;ES IKOICATED ARE FOR 1`10111111111 SPAR AS ON. FORDESATLESSER 74' 1" 61' 2" 74' 1" 9M ARE LETOtflD€ RECT ) BY DI PROPORTION TO MIIItII VAN. NOTE - IEE)_ P1*1118 1812 - PROVIDE C4MER OF Lfl20 SETIEBI SIFFU1TS -. - - . - - p_ - - '? --------- ' 1' 7' I" 74'I' b - . - - ...- 4112 - 4210 - - ' --''--4111 --4"-'4 W 72' 5. 60' 4" M72' 5' 60' 4' 61' 11 '9' '-56 5117, - NOTE. . . - - I BRACE REQUIRED OVER 38' 6" .....: 2 BRACES REQUIRED OVER 61' 6" - 429 - -. 418 - Z9 54' 3' ! 54 54' 2' 48' 2' 43o 1 . 46' 5 41' 2' 34 to • 328 317 - 101, 48' 3• 42' 2' IL' • 33' 3' 73' 6 'Q' ow 30' Ii" p p ,,' ',. CLARY. CORPORATION PARKWAY DRIVE 320 CLARY AVENUE I troD PRAIRIE. TX 75051 SAN GABRIEL, CA. 91776 14) 647-4201 • 1213) 285-4100 SPACING 2.0' O.C. MAX LOADING #3 DFL. HFR. SPF or 2 DL 14 PSF ( I) % INC. FOR8C0L 5 PSF WEBS 2 Ix3 x4 ENG.FOR: Warren 5/12 & Higher ---- .• ii 16 PSF! TC LUMBER See Charts ) DESCRIPTION 1.1. 10' BC LUMBER See Charts DURATION OF LOAD TOTAL 40 4 PSF PROJECT: Western Fife No. - o4e -6/5-5-40 J sht. of Glenn ]DATE 10/26/83 FIEIW1 'I - Boise Cascade .. Western Lumber Truss NATIONAL CITY, CA 92050 • 474-33411262-9963 GENERAL NOTES (unless otherwise specified) Lumber shall peaes and grade specified. appravo equal or that of greater stress value. Truas plates tottelOga. Connector plates are to be instoflnd synnlletiically on the (stolen achtaceotttUss Clay Co,. is iret responsible he Permanent or temporary heading. supports. overall real or floor system or drainage of sane. 6) Approval numOera UBC #2342. FHA TCB #20.04. S8cC 07251-74. BOA 75-24. ,my i ' io' o.rni.iw. nn In in precautions snail be taken to insure that the placement and use of publication. Handling & Erecting Wood Trusses (latest edition), this truss conforms with the design. MAXIMUM SPANS 8) Panel splice (optional) - Not to occur in cantor 1/3 of panel 15) Repetitive member bending values are used as specified in National 9) Splices in top and bottom chord net to occur directly above one aremor. 16) Design Specification for Wood Construction (latest edition). Plating Is to axial stresses only. Additional plating for handling of =4 TC 2X6 TC 2X4 BC 2X6 BC 10) Provide proper lateral support of all chords. Compression chords am at 16.5 Inches an cestor non, and tension chords are at ten t 17) Truss design california to the current WI design specifications he SS DFL 3V 0" 50" 1" 49" 2 50' 1" ori center mair 8ghtatplate cannectodwssdUussea and io based oriu 1 01 VFL 34' 8" '50" 1" . 43' II" So" i". 11) _____ Indicates 204 bearing plate (by others) fabricator IntOning the recommended practices as trusses is the responsibility of the fabricator. ----------------------________ 02 DFL 31' 11" 48' 1" - '38' 8". '50' 1"... 12) ted es cantlnuorrs latoratbiigatlemtimi shown (by athers). - 18) quahtycantrel manual from TPf. . : A9" 8" 42" 0" :,, 50" 1" 13) Pate sizes are delnealed vertical byhcrlzontaj. ...... No members of this truss may be cut: .- ..........................................HFR .. 31 ' 7 - 47 0" '.. 50' 1" "I'-- L=SPMINFEET. (FL IfR SEP NOTE - ANALYSIS (F NOTTOA OfltD T)GASES BC LIVE LOAD 1650F 34" 10:: 50: 1" 42: 5•' : r:: PROVISIONS SET FORTH BY THE 1979 £0111171 (BC DTER , 1800F 35 11 50 1 1 MIlE - TRUSS DESIGNED FOR USE NuN 19-400 ADD TP-500 TRUSS PLATES. 2100F 37' 2' 50' 1" 49 2' 50' 1 MITE - FCIIIXS INDICATED RIlE FOR IMU)LN$ SPAN AS 9014. FORCES AT LESSER 2400F 37' 2" SO' 1" 49' 2" 50' 1" SPANS ARE SETEBIIMO BY DIRECT PROPORTION TO IfA11MII SPAR.. . ... MME - NOTE - PRUVIBE CA'IEER OF 1/720 BETIEEN S1.FPCI)TS ...• - . . .. . . . .• - 419 = -. 5 - - ....-:' _. _ - ................... .- . 4%3 _50 45' ------ .'- - ...........--'_-...--."' ....... 319 47'B'ir38'7. I.. NOTES . 310 50' v 42' 5' .. 34' 3• I: 1 BRACE REQUIRED OVER 24' 0" 311 46' 37'P 30'O -. 2 BRACES REQUIRED OVER 38' 0' ., 39 . - .............- ....- - . '•'--_ - 314 26' 9. 21' V . 11'l RATING -- TOP ODSPLICING GIORD ----.-----.. .. ---------------------.'13TO4O'0 .i_.;PRJ PANELi:4 BC . . - .................- ' 214 MR 40' O ?14 TC . 315 TO 31'? '315 TO 33'? -. JOINT 216 TC 317 10 43 5 5115 l.,. E40'O -81NT TO 50' I• TO 49' V. [jJ 216 IC SEE NOTE ABOVE ' ' ' 23515T037'2' . JOINT 3x8 TO 36'-ot' 216 IC TO 50' 1. .1 TO '33'-i0" jai-jr 3 2x4 rc 5x5 TO 371-2'- 2116111C 713 TO 50lo I' L 2as Tc JOINT 4 I . . if S•8To4p. ." 4 0EESSIO4141 J 26BC 6-8 TO 49'-2" - Ott 7XII TO 42'-3* axe To so'-1- LOS. 501)CE IN.ltENt3ERS IT-TENSION.. CCOtlPRESSIONi : :1 2:: -.1:: OF C LA Ry SPACING LOADING I CORPORATION I 2.01 TIC LL 16 PSFITC LUMBER See Charts ( DESCRIPTION D.C. MAX TCOL 14 PSFIoc LUMBER See Charts ( Itr PARKWAY ORtVE ARY 320 CLARY AVENUE 25% I6C 11 _____ PSFI I ENG. FOR: 'lAUD PRAIRIE. 15 75051 SAN GABRIEL . CA. 9t776 _______________ tA) 647-4201 • (213) ass-see i 'in INC. FOR BC DL PSFJ WEBS 2x3 Or 2x4 #3 DFL, HFR - SPF IDURATION OF LOAD ITOTAL 40 4- PSF1 -5-40 I sht. PROJECT: lENG. BY: Glenn bATE 10/26/83 Boise Cascade Wst&n Lbr.411-000 Fiie No.__ 100 6011PO-.599a,100 C FINK, HOWE, AND MODIFIED KINGPOST, MAX. CANTILEVER ALLOWED IS C-L/4 BUT NOT TO EXCEED 6-0'. MODIFIED QUEENPOST, WARREN, AND DOUBLENOWE. MAX. CANTILEVER ALLOWED IS C-L/6 BUT NOT TO EXCEED 6'-0 REFER TO DETAIL #4 C=210" TO 49 —)" CANTTLEVER zI 3/12 4/12 5/12 6/12 SPAN PLATES PLATES PLATES PLATES -I- '' .. 201 -0" .j ....,4 1)SA.. ... 1L .iI. ci. i ..US 1.4 24'—O" 3x5 3x5 4x4 3x4 3x5 3x4 3x4 3x5 3x4 3x4 3x5 3x4 0" 3x5 . 3x6 4x4 jj 4 4 . j. j, 3x4 3x5 3x4 3x5 3x6 4x4 3x5 ax6 4x4 3x5 3x6 4x4 3x5 3x5 3x4 3x6 4x7 4xa 3x6 4x6 4x4 3x5 4x6 4x4 3x5 4x5 4x4 DETAIL 04 -ZZZ~ PLATE A* 7- C I to PLATE 'E REFER TO DETAIL #4 C - 6' O n CANTILEVER ••_ _______ 3/12 4/12 _5112 _6/12 SPAN PLATES PLATES PLATES PLATES A D E A DIE A D E A D E 201 -0" 3x4 3x4 3x4 3x4 3x4'3x4 3x4 3x4 3x4 3x4 3x4 3x4 24'0" 3x5 4x4 4x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x5 4x4 4x4 3x5 4x4 4x4 3x4 3x4 3x4 3x4 3x4 3x4 3x5 4x5 4x4 3x5 4x4 4x5 3x5 4x4 4x4 3x5 4x4 4x4 36'—O" 3x6 4x6 4x5 3x5 4x5 4x4 3x5 4x4 4x4 3x5 4x4 4x4 (%)Boise Cascade Western Lumber Truss NATIONAL CITY, CA 92050 • 474-33411262-9963 GENERAL NOTES (unless otherwise specified) I) Lijiter shut beat spades and preto spatted. approved equal or that at gmaw uses valse. Tim plates; tobe2Oga, Vz000 Conlmar plates are tobebentedsgnitedllcullyan the )alnlen each boo at titan. Clay Carp. to not imponsibla for pmntaoont or tonWwy bracing, sup1s. GeensO real or floor System or drainage at satire. Provide cents anneixssaiy min l/720 0) Appiwalnumbers UBC .23ó. PItA TC8 420.04, InsIaltattixi to the responsittity at the eectheconuachx. See WI publkatlsn, Handling & Denting Wend Trusses (latest edition). Ptinel spiben (Optional) - Not to owff In renter 1/3 at penal. Sriaxs to top and batten chord red to occur directly abare are ara4bar. thMio proper Island support l a0 chords. Carçiessor chords are 0'bec at 3-hss on center max. and tension chats are at ten fst4 on renter max. II) _______ _ IndIcutan 2 x 4 beating plate (by attires). ______ belanten centianous latest badng at tocuttal shown (by others). No mentiers at this than mae be cut Precaution shall be taken to Insure that 6w ptlmalanil and use at Oft truss matanta with the design. RepetitIve nnstter bending values are used as spatted In Natlond Design Specification tar Wend Constniction (latest edition). Rating is to arcial stresses only. Additional plating he handling di busses to the responsibility at thetabricatar. I?) Truss design enntains to the current WI design he light narbe plate connected wood tresses and to based on the labilcater tdleatng the lacanotEnded practices as en tam to the quality oeflrri manual from WI. It) Plate sizes are delineated vertical by haizatet. 09ML RAtE 53 014.11 'E' IA5•I ornetlM. 90-TAIL To ADD IERIICM. WOO AT CUOPOET To, 91 0300 As PAST of NCDIECMTM. saI,AI - IEA,I500E FRAME. q-tø-94 O cEnno So. d/—I AARON IL \ ri IL fig or sst . 10-11-94 A POED OETA%L S 24 TC II 2.0 LUMBER I DESCRIPTION CLARY CORPORATION D.C. MAX TCOL 14 PSF18c LUMBER PEL / SPF I 14A SPACING LOADING SEE Aj'( PRAWIWGS I CANTILEVER PLATE CHARTS LLBARY IDWG.# 2754 320 West Clary Avenue BC II 0 PSF1 San Gabriel, CA 91776 BC DL to PSF1 WEBS zx 3 OR zx4 SPF/ I4I. / PR. ENG. FOR: 18801801 6 2 86-4160 I % INC. FOR 38-4551 DURATION OF LOAD TOTAL 44- PSF1 PROJECT: LtBRPrRI( IENG. BY: AR I ShI. Z of 7 DATE '-p Preliminary Soils Investigation Report and Foundation Recommendations for Ie0t 420 of La Costa Meadows, Unit No. 3, Map 7076 Unicornio, Carlsbad, California / / SAN MARCOS ENGINEERING Civil Engineers 380 Mulberry Dr. Suite B SAN MARCOS. CALIFORNIA 92069 (619) 744.0111 November 110 1984 Mr. Ben Stabile 6116 Camino Largo San Diego, Ca. 92120 Re: Lot 420 of La Costa Meadows Unit No, 3 In the City of Carlsbad, California Map No. 7076 - Dear Mr. Stabile, As per your request, we have performed a preliminary soils inves- tigation at the above referenced site for the proposed apartment project thereat and this report is presented as regards our opinion of the site soils engineering factors that may affect your project. Description of Site The project site is located between Alga Road and Unicornio Street in La Costa, Carlsbad, California. Plate 1 shows the Vicinity Map of the project site. The site is a prepared graded pad with the grading finished at an 'unknown date. The project site fronts Unicor- nio Street and drainage is presently towards that direction. The right of way slope o,. Alga Road makes up the back portion of the lot. h To the west of the property are existing apartments while towards the easterly portion, it is vacant. There are nosjructures at site presently. '4 I SAN MARCOS ENGINEERING 2 Civil.. ENGINCLR3. 5011.3 & FOUNOATIOH Stabile Soils Report, Cont'd.... The soils in the area appears to be stable. There are no drainage gulleys or signs of major landslide in the area of the project. Proposed Project The proposed project is for the construction of 11-Unit Apartments in two building structures. The structures will be two stories to be constructed of frame and stucco. No heavy loads are anticipated. Purpose of the Preliminary Soils Investigation The purpose of the preliminary soils investigation is to determine the physical characteristics of the existing soils and to make a foundation recommendation. Field Exploration The exploration program consist of site investigation of the exis- ting ground surface at the site and in the vicinity of the project site where construction excavations are also going on and using post hole diggers to procure samples at the locations of the buildings and the driveways. Five (5) holes were'augered at the locations shown approximately in Plate 2 of this report. The soils encountered were carefully classified visually according to the Unified Soils Classi- fication System and logged. Bulk soils samples were.-also brought to the laboratory for further analysis and tests. Appendix E shows the Unified Soils Classification System. The construction site at the vicinity of the project was also observed for deeper soils stratification and to relate said observation to the 3e0 MULBERRY DRIVE. SU.TZ 81 SAN MARCOS. CA 92053 16191 744.0111 /1' - SAN MARCOS ENGINEERING 3 CIVIL. r6mrameepts. SOIL. & FOUNDATION Stabile Soils Report, Cont'd..o project site soils. Findings The log of the soils encountered are shown in Plates 3 to 7, inclu- sive. The soils in the project site appear to be fairly uniform and can be described generally as about 8 to about 12 inches of loose, light brown to tan Silty to Sandy Clay with some topsoil, roots and other vegetation matter overlying about 18 inches to 24 inches of compact to very compact, light brown to tan Silty to Sandy Clay. Greenish tan very compact Silty to Sandy Clay with some rusty co- bred peebles and coarse gravel underlies the tan silty to sandy clay mentioned above. There appears to have some intrusion of greenish shale in the stra- tification in the vicinity of the project site as shown in the cons- truction cut about 200 feet from the project. The soils appear to be mildly expansive. No rock was observed in the general area. No free water was also observed in all the holes. A field density test was made at the location marked D-1 shown in Plate 2. The testing depth was about 811 below existing ground sur- face. The result indicate the near-surface soils to be loose. The relative density is 79%. The project site seem to have been recent- by scarified. The result of the test is shown in Plate S. 380 MUt9CAV DRIVE. SJiCS SANMARCOS. CA 32065" 16191 744.011* / SAN MARCOS ENGINEERING 4 CIVIL ENGINCCRI. SOILS & FOUNDATION Stabile Soils Report, Cont'd... Laboratory Soils Testing A maximum dry density test of the soils sample taken from D-1 was performed aid the result indicate the maximum dry density of the soils at 1'16.2 pcf at an optimum moisture content of 8.0%. The result is shown in Plate 9 of this report. Recommendations In our 'opinion the existing site soils can safely support the proposed structures planned for the site. We recommend the use of conventional spread footings for the foundation system. The existing soils exhibit some expansiveness. The following recommendations need to be observed in the design of the foundation system and also during ( the construction. The spread footings can be proportioned using an allowable soil bearing pressure of 1800 psf. This value can be increased by 1/3 for live loads. Bottom of footings should be at least 24 inches below - adjacent finish grade. Perimeter wall footings is recommended to be at least 24 inches wide and reinforced continuously with 2-414 bars placed 3 inches above the bottom of footings and 2-414 bars placed 2 inches below the stem of the footing:or floor level. Isolated foo- tings should be at least 30 inches square and reinforced with 4-414 bars placed each way. Concrete slabs should be at least 4 inches thick and reinforced with 6X6 -10/10 welded wire mesh placed at mid-height of the slab 360 MutecRy DRIVE. SUITE S SAN MARCOS. CA 22000 16191 744.0111 SAN MARCOS ENGINEERING 5 Civui. ENasNccRs. 30u.s & FOUNDATION Stabile Soils Report, Cont'd.... The slab should be placed over 4 inches of sand overlying a vapor barrier which is underlain by 2 inches of sand. 4. The moisture content of the soils in the upper 18 inches below finished grade should be at least 1 to 3 percent greater than the optimum moisture content at the time of placing the foundation and slabs. All surface water should be directed away from the foundation system positively. , The Earthwork specifications found in Appendix A of this report forms part of these recommendations. ... Masonry retaining walls can be designed using the. San Diego Re- gional Standard Drawings and Specifications. . S. The driveway and parking lot can be paved with 211 A.C. over 4 inches A.B. over compacted subgrade. The existing near-surface soils are loose. Recommend that they be scarified to at least 12 inches deep, watered and recompacted to least 90% relative density. If during grading and construction operations, soils diferent from the soils described herein are. found at site, this firm should be contacted to evaluate said newly found soils and the proper ana- lysis and recommendations can be made. 380 MULBERRY DRIVE. SUITE SAN MARCOS. CA 55065 16191 744-0111 SAN MARCOS ENGINEERING 6 CIVIL EMou49E111. SOILS & FOUNOArIOM Stabile Soils Report, Cont'd... 11. It is recommended that this firm be contacted to inspect the foundation footing trenches soils to see to it that the soils are satisfactory for the intended use. Very truly yours, SAN MARCOS ENGINEERING By: Alfonso D. Neis, P.E. End: as stated Distribution: 4 (owners) 1' S 380 MUL8ERRV DRIVE. SUIYC S SAN MARCOS. CA 92055 16 191 744.0111 SAN MARCOS ENGINEERING CIVIL ENaINc•. Seia & FOIJNOATIOM North No Scale Plate No. 1. Vicinity Map Project: 11-Unit Condo Development Unicornio Street La Costa, Carlsbad, Ca. VISTA SIZ -----t—--+-1—F----- I' I I ii IVc 119 1 11 'PA 3 24 T[1 r /I QL AL jger '1 4 11", I J \YVJ I. - 1 i 71171 I . L I 16 i I 'çf ra irs War sk4 (*7 130 N cMARqoS 2$ I c-a. il/I I CA~LSAOIV 'i sL1j .I -t -I 32 r'L : : [ Reference: Thons Bros. Map Page 20 / -/ 380 Mut.Epv DRuv. SuITS S SAN MACS. CA 92069 16191 744-0111 .#.V SCALE r •. 7 II . • _w -'• GP COO N ' '- ____ •" \ \ 'I I /Mcx ,,u /7a "1 I ___ _________ • ___ - ----• . ___ ____ __________ ____ ______ ____________ • ( _ ________ •.• • I • J\ I \I If.' ..,.4 ________________-- ________________-- • -- _-- -- _--_-- - SIN Ar .'. _____ - •,- -.,, ?...- _:•" - •e I • I / : • • 1- PAD 07 I / / I 1 J1 PA/PaS • •• • • . - i ,43 II , .• L -: ! •• - '1 c- Ii ' i4 'II r pr54 c:jo t --cn'.'.:'\\" •. ------. i 5 I 3 -- 101' • I -••- - r - • • , • S4L I - I • '.' • Sor D. '4 r34 1 • * LI) I uvir A -w • ,H1q, , 7p7 . .'4# r*e' 1fr , L_1 - 7 a • I - - - -- .1 - C,rY ape, .4R D. L84 - ye g eoprv.. f#c7zo • . I • ,4' f..' 444 12 J' 44' — Jidecj4 • ie. /7lO47 g CITY OF CARLSBAD1"" IUSIUItINI •IPaaT.tII!JL.L_.. = - -" ~ e 4%7W, I/-UNIT APRT4ENT$ £1N/CONIO 57'. 4A .srA • - - = - - CitY ISutt DI'(_____ i !I t5 P($CIPION Plate 4. Boring Log SAN MARCOS ENGINEERING CIVIL £NQuNcV•. 3011.$ & FOUNOATIØN 30 MU.uRY DuvR. $wTS0 Baring No.'41 2. SAN MACOS. CA •zos• IeI 744.011t Sheet No. of , BORINGS FOR. rfr g1J ____ —Material - emarkS - - - - arm - - ----- - .w - _______________ - - - - _________ - p - - - I -- - - - - - - - - - - J Plate 6, Boring Log SAN MARCOS ENGINEERING Boring No. Sheet No. _/ of_1 i_II — -•• Remarks -: _____ Material --- V A - - - - - -PIP - 4 - - - - - - - - - - - - - m - - - - - - - - 350 MUsEv ORsvt. Iu'TSS SAN MACO5. CA 93049 16191 144.0111 / • BORINGS_FOR /ti C6YM6 CIVIL £NaINtz•. SOILA a FOUNCATIOn ,5f 4j Plate 7. Boring Log SAN MARCOS ENGINEERING CiviL £NiN(IS. Celia & OPOUNCATION 3eO Muismv 0uvE. SwYsS SAN MACOS. CA .aos• eiei 744.0111 Boring No. Sheet No. otj - BORII)1435 FOR L-0 /7a?-7'w L"[•Il;!-X.l NO. PURPOSE Material IL Remarks - - - - A - - - - WY I- - --- F, - 12 - - - - - - - Plate 8., Field Density Test SA'J MARços ENGINEERING Clvii El.neece Soils & FoundatLom Date____________________ REPORT OF SOILS COMPXCttON TEST Project & Addce as LocattototTest C'06r1rrAr—X - Test No. ffetht of Fill of Test Below F. 0. 2. Bulk Density of Test Sande WL a d'? 7of> pc, Weht of Soil Taken From Test Ifote. W. ' tb.I gme. Moisture Content of Soil. qlculated 242 Dry We!ght of Soil Fromn,e* Hole• W3 0.2205 Wal (100 + w) S. We!ght of Sand Used LaTest. W4 lbs. I. Weight of Sand faF'uthte1 WS a Lbs. /1t5 . To Volume of Test Holes V a ('V4 'F1)I 453. 6tW1' 0. Or, Density of Soil Testeit, v4 a w31 y. .9/' c27 pa Ma.zlmuxn Dry Density of Soil From Lab Tests 'vd max 10 '7 2- ct %tO.M.C. Relative, Compacttort%aW41 I WII Man x 100 79.c2 Remarks: Soil Type : t7VZjhth lz Sketch of Test Location: (No Scale) 5P1 Z2. Other Comments: Prepared By: 380 Mulberry Drtv. 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Monsoons .mi.mmi. NEE .11..ulmm.mmmim.11llmmiUUmlmmmul SAN MARCOS ENGINEERING Civil Engineers 380 Mulberry Or. Suite B SAN MARC OS. CALIFORNIA 92069 (619) 744-0111 I APPENDIX A - RECOMMENDED EARTHWORK SPECIFICATIONS General Description. The objective is to obtain uniformity and adequate internal strength in filled ground by proven engineering procedures and tests so that the proposed structures may be safely supported. The pro- cedures include the clearing and grubbing, removal of existing structures, preparation of land to be filled, processing the fill soils, filling of the land, and the spreading and compaction of the filled areas to conform with the lines, grades, and slopes as shown on the approved plans. The owner shall retain a Civil Engineer qualified in Soil Mechanics (herein referred to as Engineer) to inspect and test the filled ground as placed to verify the uniformity of compaction of filled ground to the specified 90 percent of maximum dry density. The Engineer shall advise the owner and grading contractor immediately if any unsatisfac- tory conditions are observed to exist and shall have the authority to re- ject the compacted filled ground until such that as corrective measures are taken, necessary to comply with the specifications. It shall be the sole responsibility of the grading contractor to achieve the specified degree of compaction. Clearing, Grubbing, and Preparing Areas to be Filled. All brush, vegetation, and any biodegradable refuse shall be re- moved, piled, and burned or otherwise disposed of so as to leave the areas to be filled free of vegetation and debris. Any uncompact- ed filled ground or loose compressible natural ground, shall be removed unless the report recommends otherwise. Any unstable, 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 ground shall then be plowed or scarified to a depth of at least six inches (6"), and until the surface if free from ruts, hummocks, or other uneven features which would tend to prevent uniform compaction by the equipment to be used. After the natural ground has been prepared, it shall then be brought to the proper moisture content and compacted to not less then 90 percent of maximum density in accordance with the A. S. T. M. D1557-70 method which uses 25 blows of a 10 pound rammer falling 18 inches on each of 5 layers in a 4 inch diameter 1/30 cubic foot cylindrical mold. Page 2 RECOMMENDED EARTHWORK SPECIFICATIONS (CONT.) (d) Where fills are made on hillsides or exposed slope areas, with gradients greater than 10 percent, horizontal benches shall be cut into firm undisturbed natural ground in order to provide both lateral and vertical stability. This is to provide a horizontal base so that each layer is placed and compacted on a horizontal plane. The initial bench at the toe of the fill shall be at least 10 feet in width on firm undisturbed natural angle of repose or de- sign slope. The Engineer shall determine the width and frequency of all succeeding beaches which will vary with the soil conditions and the steepness of slope. Materials and Special Requirements. The fill soils shall consist of select materials free from vegetable matter, and other deleterious substances, and shall not contain rocks or lumps greater than 6 inches in diameter. This may be obtained from the excavation of banks, borrow pits or any other approved sources and by mixing soils from one or more sources. Ifexcessive vegetation, rocks, or soils with inadequate strength or other unacceptable physical characteristics are encountered, these shall be disposed of in waste areas as shown on the plans or as directed by the Engineer. If, during grading operations, soils are found which were not encountered and tested in the preliminary investigation, tests on these soils shall be performed to determine their physical characteristics. Any special treatment recommended in the preliminary or subsequent soil reports not covered herein shall become an addendum 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 the standards of the governmental agency having jurisdiction. Placing, Spreading, and Compacting Fill Materials. When the moisture content of the fill material is below that spe- cified by the Engineer, water shall be added in the borrow pit until the moisture content is near optimum to assure uniform mix- ing and effective compaction. When the moisture content of the fill material is above that spe- cified by the Engineer, resulting in inadequate compaction or un- stable fill, the fill material shall be aerated by blading and scarifying or other satisfactory methods until the moisture con- tent is near optimum as specified. After processing, the suitable fill material shall be placed in layers which, when compacted, shall not exceed six inches (6"). Each layer shall be spread evenly and shall be throughly mixed during the spreading to insure uniformity of material and mois- ture in each layer. After each layer has been placed, mixed and spread evenly, it shall be throughly compacted to not less than the density set forth / I. Page 3 RECOMMENDED EARTHWORK SPECIFICATIONS (CONT.) in paragraph 2 (c) above. Compaction shall be accomplished with sheepsfoot rollers, multiple-wheel pneumatic-tired rollers, or other approved types of compaction equipment, such as vib- ratory equipment that is specially designed for certain soil types. Rollers shall teof such design and maintained to such a level that they will ..be able to compact the fill material to the specified density. Taiping feet of sheepsfoot rollers shall be maintained such that the soil will be compacted rather than sheared by the roller. Rolling shall be accomplished while the fill material is at the specified moisture content. Rolling,'of each layer shall be continuous over its entire area and the roller shall make sufficient trips to insure that the specified density has been obtained. Rolling shall be accomplished in a planned procedure such that the entire areas to be filled shall receive uniform compactive effort. The surfaces of the fill slopes shall be compacted by means of sheepsfoot rollers or other suitable equipment. Compacting operations shall be continued until the slopes are stable and until there is no appreciable amount of loose soil on the slopes. Com- pacting 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 for approximately each foot in elevation gain after compaction, but not to exceed two feet in vertical height between tests. Field density tests may be taken at intervals of 6 inches in elevation gain if required by the Engineer. The location of the tests in plan shall be so spaced to give the best possible coverage and shall be taken no farther apart than 100 feet. Tests shall be taken on corner and terrace lots for each two feet in elevation gain. The Engineer may take additional tests as considered necessary to check on the uniformity of compaction. Where sheepsfoot rollers are used, the tests shall be taken in the compacted material below the disturbed surface. No additional layers of fill shall be spread until the field density tests indicate that the specified density has been obtained. The fill operation shall be continued in six inch (61 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 Engineer shall be maintained during the filling and compacting operations so that he can verify that the fill was constructed in accordance with the accepted specifications. Seasonal Limits, No fill material shall be placed, spread, or rolled if weather conditions increase the moisture content above permissible limits. When the work is interrupted by rain, fill operations shall not be resumed until field tests by the soils engineer indicate that the moisture content and density of fill are as previously specified. Page 4 RECOMMENDED EARTHWORK SPECIFICATIONS (CONT.) Limiting Values of Nonexpansive Soils. Those soils that expand 3.0 percent or less from air dry to saturation under a unit load of 150 pounds per square foot are considered to be nonexpansive. All recommendations presented in the attached report are a part of these specifications. / I, Jr. II, Stripping Depth: Remove All Topsoil Slope Ratio= H IV. r___ Fill V SAN. MARCOS ENGINEERING CIVIL ENGINEERS. SOILS & FOUNDATION Natural Ground Surface Notes: . . Width W should be at least 10' The outside edge of bottom key shall be below topsoil or loose surface material. / Keys are required where the natural slope is steeper than 10 percent gradient or 10 horizontal to 1 vertical. TYPICAL KEY BENCHING FOR SLOPES No Scale 360 MULBERRY DRIVS. SUvre S SAN MARCOS. CA 92069 46191 744-0111 SAN MARCOS ENGINEERING Cvii.. ENGINEERS. SOILS & FOUNDATION 380 MuLBERRY ORiVE. 5,;.g U SAN MARCOS. CA 92065 •6191 744-0111 APPENDIX. E UNIFIED SOIL CLASSIFICATION5 UI IL J 30 FIELD IDENTIFICATION PROCEDURES MAJOR DIVISIONS OM CS TYPICAL NAMES (Excluding particles larger cn.sn 3 inches 3)' UI and basing tractions on estimated .veignis) (I) (2) (3) (4) (5) C - GW Well-graded gravels, gravel-sand mixtures, Wide range fl grain sizes and substantial little or no fines, amounts of all intermediate particle sizes. N ( CP Poorly-graded ;ravels. gravel-sand mixtures, Predominantly one Size Or a range Of sizes ivith C ! little or no fines, some intermediate sizes missing. , - c•s :,z V1 a • 2 - . GM Silty gravels, gravel-sand-silt mixtures. Nonplastic fines or fines with 'ow Plasticity for identification procedures we ML below). a! - S II ° GC Clayey gravels, gravel -sand-clay mixtures, Plaatic fines (for identification procedures see CL below). Well-graded sands, gravelly sands, little or Wide range in grain size and substantial amounts I no fines, of all intermediate oarticle sizes. 02 C 0 SP Poorly graded sand, gravelly sands, little or Predominantly one Size or a range of sizes tj - . u_ no fing, with some intermediate size, missing. 2 SM Silty sands, sand-silt mixtures. Nonplastic fine, or fines with low olasticity £ - c-' (for identification procedures see ML below). ' _______________________ Clayey sends, sand-clay mixtures. __________________________ Plastic fines (for identification procedure, .. ;.. a 46 Sc g ° see. CL below). N C - IDENTIFICATION PROCEDURES on Friction Smaller than No. 40 Sieve Size N - Dry Strength Dilatancy Toughness (Consistancy (Reaction (Crushing near PL to snaking) characteristcs) Inorganic silts and very fine sands, vock ('4 . MI. flour, silty or clayey fine sands or None to slight Quick to slow None - —c• - -.0 clayey silts with slight plasticity. tis E . C Inorganic clays of low to medium plasticity. None to very aZ C4 -- I = CL gravelly clays, sandy clays, silty clays. Medium to high slow Medium Liu =1 s 3 . l lean clays. - - OL Organic silts and organic silty clays of ow Slight to Slow Slight , .% plasticity, medium WA MH lnorganic silts, micaceous or diatomaceous Slight to Slow to none Slight to I' - o fine sandy or silty soils, elastic silts, medium medium - • U ______________________ _______ _______ _______ C C CM Inorganic cisyl of high plasticity, fat clays. High to very high None High U Organic clays of medium to high plasticity. None :o very Slight to in 1 organic 5i1'g. Medium to high slow medium HIGHLY ORGANIC SOILS Pt Peat and other highly organic sails. Readily dentified by color, odor, spongy led and frequently by fibrous texture. a- This is an abridged version of the rable. For complete able and explanation see: United States Corps of Engineers, Waterways Experiment Station. Unified Soil Classification System, rechnical Memorandum 3-3.57 (Val. 1. 19531, see entire work. See also: United States Oeparrm.n: of Defense, Unified Soil Classification System for Roads, Airfields. Embankmenrs and Foundations MlL -s W-6198, 1968), see entire work, 40 M SAN MAR(X)S UNIFIED SCI{CX)L DISTRICT PROJWT SERVICE AVAILABILITY IE1'I'ER (Applicant fill in - prin egibly) APPLICANT:- Address:- (MM: 7 (9 Address:çA32.-74 '-f A. ; PROJECTDESCRIPTION Project Name: 17I J57EOE - rf 33 Project located on Assessor's Parcel No. (s): ( Attach legal description if necessary) Census Tract No._____________ Project Type (check one or more) D Minor Subdivision (TPM) 0 Major Subdivision ('Thl) Phone No. ç:— Phone No. Project Addresscation L- .S..5 fr'4//(!)I ~ _go 49 Assessor's_Parcel _Nunibers IZ iij [/4 3. III!! CE] I I_U_I_i[::[1 4. I_I_P_I _I_P_POTI Housing Type No. of D.TJ.'s No.ofBedrooms Single Family Multiple Family Mobilehome Units Owner/applicant agrees to reconfirm this project with the issuing school district every 6 months unless such action is not required by the district. District Phone619-744-4776 Owner/applicant understAthate certification for school service contained in this Project Service AvailabilityLe longer effective if the project is disapproved or if the con- ditional project approv sio permit, or other conditional use processes) expires. The information I have Date SAN MOOS UNIFIED SCHOOL DISTRICT CERTIFICATION OF SCHOOL AVAILABILITY ORNON-AVAILABILITY Date: mo F—" DAY rO_3 YR I_8!_5 TO: City of Carlsbad fl.OM: School District San_ Marcos _Unified _Grades Served:K-12 E] School services and facilities are committed for this project. Services will be available concurrent with project need based on a secured agreement with the developer which has adequate financing and clear intent. The termination date of the document is: Sec attached copy. The undersigned school district hereby certifies that it will be able to provide adequate A school services and facilities to the above described project concurrently with the need of such project. Owner/applicant has paid the required deedper s fee. F1 The undersigned school district hereby certifies that it will not be able to provide adequate school services and facilities to the above described project concurrently with the need of such project because DISTRICT ATI'S SIGNATURE Date_ October 3, 1985 TITa Facilities Tech Phone 744-4776 \YHTTE-CIVIC ENTITY YELIOW-DISTRICT PINK-OWNER/APPLICANr 6/25/79 LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE Owner's Name K. Pierre Phone No. ._A3R-91!iL_ Mailing Address 432 Taylor Streat. —Vista- CA 92083 Service Address: Unicoj _________________________________ Tract Description: lot 420, madows #3 Assessor's Parcel No. 215-360-19 c18L-3> Type of Building Condos. No. Units io Connection Fee Lateral Size: 4" 6" - 8" - Saddle - Easement Connection (pre-pd 2,000.00) Extra Footage: @ $________ Extra Depth: @ $ Amount Rec'd $4,ppo.00 Ck. No/Cash 1256 Date 10-24-79 Rec'd By g.franklin Lateral Fee Prorated Sewer Service Fee Total 4,000.00 The application must be signed by the owner (or his authorized representative) of the property to be served. The total charges must be paid to the District at the time the app1iation is submitted. If a service lateral is required, it will be installed by the Leucadia County Water District. The service lateral is that part of the sewer system that extends from the main collection line in the Street (or easement) to the point in the street (at or near the applicant's property line) where the service lateral Is connected to the applicant's building sewer. The applicant is .responsible for the construction, at the applicant's expense, of the sewer pipeline (building sewer) from the appli- cant's plumbing to the point in the street (or easement) where a connection is made to the service lateral. The connection of the applicant's building sewer to the service lateral shall be made by the applicant at his expense. The connection must be made in conformity with the District's specifications, rules and regulations; and IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLI(:ANT, THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLEC- TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. The prorated sewer service fee is based upon the date the District estimates that service will begin and covers the balance of the fiscal year. There will be no additional fee or refund if service actually commences on a different date. For succeeding fiscal years, the sewer service fee will be collected on the tax roll in the same manner as roertv taxes. The undersigned hereby agrees that the above information given is correct and agrees to the conditions as stated. . . • \ 641 -' 1155-0 Owner's Owner's Signature • Date. r Account No.