The URL can be used to link to this page

Home My WebLink About2501 NAVARRA DR; BLDG 1; 73-233; Permit-._t. .- - . . . . - • - P. BUILDING PERMIT APPLICATION Permit No7"3 i City of CARLSBAD, CALIFORNIA 92008 Ana/icant to complete numJed spaces on/v. Phone 729-1181 . -. Z_ta JO C ___ ___ I (Wi, !XY/ ____ ____ 14 - 1V?tmm / o z ID - 0 W > - LEGAL 1 DESCR. I LOT NO. I '-2 I TRACT _______________ ______________ SEE ATTACHED MEET) 1 I Ia Ot 0 0 OWNER MAUI. ADDRESS ZIP 0112.PHON , 2 Praz $zss •J*li a"—ta 1744 WL2mi 1W4 $tte 203 7c002 aas4'v iu*i CONTRACTOR MAIL ADDRESS PHONE LICENSE NO. ARCHITECT OR DESIGNER • MAIL ADDRESS PHONE halter Ms. A.11 2301. 17th $tst ta01111111111111111 LICENSE NO. ENGINEER MAIL ADDRESS PHONE a Th * LICENSE NO. - LENDER MAIL ADDRESS 6 S%*est atis CRANCH ii 02110 USE Or RIIILDING AC2 7 LIa,!*Lte11-V VW I 8 Class ofwork: INEW DADDITION DAL.TERATION DREPAIR El MOVE DREMOVE 9 Describe work: RM(IJJ *1 1$ L*S S iitXISti, X d & aiiiiiiiiiii rsd 10 Change of use from Change Of use to 11 Valuation of work: $ ,../?f ?2/' ' PLAN CHECK FEE PERMIT FEE /_ SPECIAL CONDITIONS: Type of • Const. (.. , Group Division - Size of B (Total) Sq. wlt/ Stories Max 0cc. Load Fire Zone ' Use Zone /'j' Fire Sprinklers Required Dyes Q APPLICATION ACCEPTED BY: —V J PLANS i çf'i I APPRO IUANCE BY: ______ No of Dwelling OFFSTREET RKINGXnCovered 2 ES NOTICE SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMB. ING. HEATING, VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS. OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- MENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Special Approvals Required Received Not Required. ZONING HEALTH DEPT. FIRE DEPT. SOIL REPORT OTHER (Specify) SIGkATI1RE.t CONTRACTOR UTMORIZED AGENT (DATE) 11 , i'l S,ENA'FUBEOY evk R BUILDER) WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH INSPECTOR Ic' .. J INSPECTION RECORD DATE $EMARKS INSPECTOR FOUNDATIONS: SET BACK TRENCH REINFORCING FOUNDATION WALL& WEATHER PROOFING 1)! 1 CONCRETE SLAB FRAMING INT. LATHING OR DRYWALL EXT._LATHING MASONRY Foundation Pour Colu. 6/8/73 6/1/73 Upper section end wails i3ictg. #1 11 uppor-ca±son capc poured B. Nelson B. Nelson Caison Caps 6/5/73 B. Nelson FINAL USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. 6/21/73 Upper level Building #1 O.K. B. Nelson 7/3/73 Upper foundation o.k. to grout. Gfouted 7/3/73 B. Nelson 9-6-73 6 lower Units of Bldg. I. Topout O.K. Bnelson 9-14-73 Partial frame O.K. to wrap. B. Nelson 9-26-73 Two hour wall: O.K. B. Nelson 9-28-73 Nailing Drywall: Lower units Bldg #1, no garages. O.K. B. Nelson 10-1-73 Floor nailing: Building #2 O.K. B. Nelon 10-4-73 Drywall Nailing: O.K. B. Nelson 10-17-73 Exterior LM-h: (LX. B. N1son 10-23-73 Lath In Shower: O.K. B. Nelson 11-16-73 Interior Lath: O.K. E. Plude PLUMBING PERMIT APPLICATION Permit No. _73-702. City of CARLSBAD, CALIFORNIA Applicant to complete numbered spaces only. - JOB ADDRESS 0 Ill L. 0 1 OESLEGAL CR. I LOT NO. I i TK TRACT - CJ;CE ATTACHED SHEET) - I D OWNER MAIL ADDRESS ZIP PHONE 2 C,ntie,.mta3. Advisors, 1900 Ave. of the Stars, Suite 730 Los angeles, Ch Pilo CONTRACTOR MAIL ADDRESS PHONE - LICENSE NO. Leavert — San Diego, IflC. P.O. B 17480, San Diego, CA ARCHITECT OR DESIGNER MAIL ADDRESS waiter Richardson a Assoc. PHONE LICENSE NO. - ... \. ENGINEER MAIL ADDRESS 5 . PHONE LICENSE NO. - . LENDER MAIL ADDRESS BRANCH 6 Con'in.'ta1 Advisors, 1900 Ave., of the Stars, ftita 730 Los Ano1es, CA USE OF BUILDING - Private Persidenco 8 Class ofwork: NEW DADOITION DALTERATION 0 REPAIR - 9 Describe work: — — PERMIT FEES No. Type of Fixture or Item Fee SPECIAL CONDITIONS: 45 WATER CLOSET (TOILET) $72.00 24 BATHTUB 36.00 60 LAVATORY (WASH BASIN) 90.00 6 SHOWER 9 00. KITCHEN SINK & OISP. 27.00 39 DISHWASHER 2700 APPLICATION ACCEPTED BY: PLANSCI4ECICEOBY: APPROVED FOR ISSUANCE BY: - LAUNDRY TRAY . 39 CLOTHES WASHER - 27.00 39 WATER HEATER (fflfttC) 27.00 NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC. TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FORA PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- MENCED. . I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.. - URINAL. - DRINKING FOUNTAIN 32 FLOOR-SINK OR DRAIN (6 1oof) - 1800 - SLOP SINK - ___________________________________ GAS SYSTEMS: NO. OUTLETS - - - WATER PIPING & TREATING EQUIP. - - - ____________________________________ WASTE INTERCEPTOR _________________________________ - - PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING - VACUUM BREAKERS - - LAWN SPRINKLER SYSTEM - - SEWER - _1- CESSPOOL -- - SEPTIC TANK & PIT SIGkAT01%E OF CONTRCT UTHORIZED AGENT (DATE) - — PERMIT $ 3 50 TOTAL FEE $ (DATE) 366 so SIGNATURE _OF_ OWNER _(IF _OWNER WHEN WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT - PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION . CK. M.O. CASH 4, INSPECTOR 77O- INSPECTION REPORTS DATE , ITEM REMARKS INSPECTOR 8-27-73 - Underground water and plbg. O.K. B. Nelson 10-29-73 Top out Rough O.K. B. Nelson USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. - 4 . 4. . ..:,,. ,t__ • •. /1 0 .CD I *,t I S ELECTRICAL PERMIT APPLICATION Permit No. 'fl 441/7 City of CARLSBAD, CALIFORNIA 92008. Applicant to'complete numbered spaces only. Phone 7 29118t -------... JOE ADDR £55 25cX lavarza, La Coat* ? 7 LEGAL LOT NO. ELK TRACT ATTACHED SHEET) 1 OWNER MAIL ADDRESS ZIP PHONE 2 Px'aver Broa. Cstruction 250O Natar*, La Coeta, Ca. 92008 I36.02 CONTRACTOR MAIL ADDRESS PHONE LICENSE NO. 3 YOU c Electric Cce1*n7 61% ed ra1 B1v.0 San Diego, Ca. 26322l7 5796 ARCHITECT OR DESIGNER MAUI. ADDRESS. PHONE LICENSE NO. 4 ENGINEER MAIL ADDRESS PHONE LICENSE NO. 5 LENDER MAIL ADDRESS BRANCH 6 USE OF BUILDING 7 8 Class of work: M NEW 0 ADDITION 0 ALTERATION 0 REPAIR 9 Describe work: ----- I SPECIAL CONDITIONS: I PERMIT FEES No. Each ISSUANCE OF EACH PERMIT (I- 1,2 Fee I NEW CONSTRUCTION, FOR EACH AMPERES OF MAIN SERVICE, SWITCH, PPLICATION ACCEPTED BY: PLANSCHECKEDBY: APPROVED FOR ISSUANCE BY: FUSE OR BREAKER R A NEW SERVIÔE ON'EISTING BLDG. FOR EA. AMPERE OF INCREASE NOTICE IN MAIN SERVICE, SWITCH, FUSE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC. OR BREAKER TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- REMODEL, ALTERATION, NO CHANGE MENCED. IN SERVICE, FOR EA. AMPERE OF I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS INCREASE APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL. PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE TEMP. SERVICE UP TO AND INCLUD- PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING INC 200 AMP. CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. TEMP. SERVICE OVER 200 AMP. L PER 100 SIGNATURE or CONTRACTOROR AUTHORIZED AGENT /J / MINIMUM PERMIT FEE WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. \ M.O. CASH PERMIT VALIDATION CK. M.O. CASH INSPECTOR -I - INSPECTION REPORTS DATE ITEM REMARKS . INSPECTOR 10-29-73.. Rough O.K. - B. N1snn USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. / ELECTRICAL PERMIT APPLIATIO.N Permit No r :.. 5.City of CARLSBAD, CALIFORNIA 92008 RX 111 . S Applicant to cdmpiete numbered spaces only. Phone. 729-1181 JOB ADOR £55 . I LOT NO. I BLK I TRACT LE SAL 1D .111 OWNER p 2 , CONTRACTOR ( /L/,j/j, ARCHITECT OR DESIGNER 4/ MAIL ADDRESS MAIL ADDRESS ZIP d EJSEE ATTACHED SHEET) PHONE vq;3. LICENSE NO. . LICENSE NO. VV 6 USE OF BUILDING 7 8 Class of work: gkNEW 0 ADDITION 0 ALTERATION 0 REPAIR 9 Describe work: PERMIT FEES I No. I Each SPECIAL CONDITIONS: I ISSUANCE OF EACH PERMIT Fee 1T NEW CONSTRUCTION, FOR EACH AMPERES OF MAIN SERVICE, SWITCH, FUSE OR BREAKER APPLICATION ACCEPTED BY: PLANSCHECICEDBY: APPROVED FOR ISSUANCE BY: 7 /J\ NEW SERVICE ON EXISTING BLDG. FOR EA. AMPERE OF INCREASE IN MAIN SERVICE, SWITCH, FUSE - NOTICE - I. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC. TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTIONR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM. MENCED. OR BREAKER REMODEL, ALTERATION, NO CHANGE IN SERVICE FOR EA. AMPERE OF HEREBY CERTIFY THAT I I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED, HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. INcREAsE .,,,>, /1 TEMP. SERVICE UP TO AND INCLUD- ING 200 AMP. TEMP. SERVICE OVER 200 AMP. I PER 100 PC Sig LLaVOW OPAh AGENT WA)7 ••. - V MINIMUM PERMIT FEE SIGNATURE OF OWNER (IF OWNER BUILDER) (DATE) WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH INSPECTOR - APPLICATION FOR SEWER SERVICE p Owners Name: 2500 Navarra Investments Receipt No. 2526 Mailing Address: 2500 Navarra Drive Rancho La Costa, Calif. 92008 Phone No. 436-0124 Stan Prayer. Job Address: Building No. 1, 2500 Navarra Drive Lots 46 thru 52 SERVICE REQUESTED: COST CONNECTION CHARGE LATERAL TO BE INSTALLED IN GOLF COURSE LINE INTO A MANHOLE for Condominiums (type of building) $_1,375.00 If a multiple unit building, indicate no. of living units - 18 SERVICE LATERAL SURCHARGE FEE 950.00 If service lateral previously installed - No Fee If service lateral required: Check size lateral required: (4 ") (6 ',) Other _8 H Saddle connection required: Yes_ No TOTAL CHARGES Lateral price to be adjusted Amount Rec.'d $6,550.00 How PaidCk. No. 10559 Date Paid 1-23-73 Re, by: Helen C. Wise '"-' -.---- 'L42 / 125.00 $_2,450.00 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 tie application 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 applicant'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 annroved by the District before the sewer system may be used by the applicant. The applicant, or his authorized re resentative, must notify the District at the time inspection is desired. Any connection made to the service lateral or collection line without prior approval and inspection by the District will be considered invalid and will not be acknowledged. After connection is complete, the property described above is subject to a monthly sewer serv- ice charge. The rate will be governed by the use of the property - residential, commercial, or multiple dwelling. Non-payment of the sewer service charge is subject to a 5% penalty per month, plus disconnection if necessary. The undersigned hereby agrees that the above information given is correct and agrees to the conditions as stated: I ZQnaturo I Date MECHANICAL PERMIT APPLICATION 7 -' City of CARLSBAD, CALIFORNIA ADD//cant to comniete numbered soaces on/v. - '1 JOB ADORESS - 2504 11ava=& orive LEGAL bESCR. LOT NO. BLII La coo" W OIA1n*US TRACT I f (fJSEE ATTACHED SHEET) ;.HER MAIL ADDRESS 2 Prayer $zus. atzuctian 2500 Mavarra Drive ZIP PHONE 4360124 CONTRACTOR - MAIL ADDRESS University Ned*. * $ng. Contr. 4464 A1varad Canyon PHONE LICENSE NO. M. 293-3181. 335 88552 ARCHITECT OR DESIGNER MAIL ADDRESS 4 PHONE LICENSE NO. ENGINEER MAIL ADDRESS 5, PHONE LICENSE NO. LENDER MAIL ADDRESS 6 BRANCH USE OF BUILDING ' ssi1snoe 8 Class ofwork: NEW 13 ADDITION DALTERATION 11 REPAIR 9 Describe work:ftftlng and air awifttLanIM for NuUdkq I 18 Units Type of Fuel: Oil 0 Nat. Gas 0 LPG. 0 PERMIT FEES — SPECIAL CONDITIONS: No. Type of Equipment Fee 18 Air Cond. Units—H.P. Ea. 2 ton 90 00 Refrigeration Units—H.P. Ea. Boilers—H.P. Ea. Gas Fired A.C. Units—Tonnage Es. Forced Air Systems—B.T.U. M_Ea. APPLICATION ACCEPTED BY: / PLANS CHECKED BY. APPROVED FOR ISSUANCE BY: - Gravity Systems—B.T.U. M Ea. - - Floor Furnaces—B.T.U. M Wall Heaters—B.T.U. M NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM. MENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. - Unit Heaters—B.T.U. M - Evaporative Coolers TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF - Clothes Dryers - - Ventilation Fan - - - Range Hood - - 1$ Air Handling Unit— 1000 C.F.M. 54 00 - Incinerator - - PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING - - - SIGNATURE or CONTRACTOR OR AUTHORIZED AGENT ' (DATE) - PERMIT $ TOTAL FEE $ 47 00 SIGNATURE OF OWNER (IF OWNER BUILDER) (DATE) WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH AUDIT Form 100.4 9.69 REORDER FROM: INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS 0 50 SO. LOS ROBLES 0 PASADENA. CALIFORNIA 91101 PL(N CHECK LIST 1970 U-11—IFORM B'JZL)ING CODE Plan Chock No. Project 2 el Address Type of Censtruc __________________ Occupancy Classification If Fire Zone No. Stories___________ Floor Area: - Occupant Load Valuation 1970 Uniform Building Cede Plan Checker Seismic Zone No. - GENEIIAL C0NTS: _Handicapped Facilities .-required (see attached sheet) J Health Department approval reguired.p /3/ r In the absenae of uses specified on floor plans for all areas, the occupant load has been based on one per square test for the unidentified areas. The validity of this should benf1rmed to your satisfaction. NONSTRUCTURAL CCMMENS: Ground elevations should be shown at corners of the building and at changes in gro,d slope. The ground elevations thotld be taken at the lowest point between the exterior wall and a point 5 feet out or at the property line, if closer. Where the xteior wall is parallel to and within 5 feet of a public sidewalk, alley, or other public way, the geu_d elevations should be the elevation of the public way. The number of stories in this building cannot be determined until this data Is tarnished. ______ The basement (cellar) Is considered the first story. See "story" in Section 420. The building area Includes mezzanines and balconies, except for private balconies or portions thereof projecting beyond the adjacent exterior wall line. The tet1 tlsr area Is 1izIei to sçu.re feet including increaros of z T5 No. 3, percent f, -toc.t yard., O0 percent for nu1t1 conditio.1 and tripling tb11ng) tsr sprinklers. Sections 505 and 506. - Unobstructed yards of teat shuld be zIntaIned on sides of the building f9r ares. puras. Section 506. _-hour area separation walls should comply with Section 505 (c). (a) Extend vertics.11y from the towdatIen to a poin 30 inches above the roof except u.de the flowing conditions: If the roof Is of at ls.et twa-ho tire-resistive construction. If for a two-hour area sepa Ion wall, the roof for 5 feet on each side of the w 11 is one-hour fir s e-resistive- conetructi n. 1. 'e J. (b) Total WC1th Qr all open a limibbd d to 25 percent of (!the wall length aetorY uder C o, a ,C ._ve _4l 4)d) All openings pr .otsd ith fire assemblies having a fire-resisti one nd-oneh4lf (threev-s. Du te th' gh area s .pnratlon walls should be avoided. If allowed, t xed al1az'e Cd SectIon 43 704, fin C A e s aratic.ne need not extend to the outer edi'es of horizontal projecting dc - ta auth as blconie (rs.et ove'.angs) (ca plea) (marquees) (archi- t ial projections) if the e7.Eri.r wall at the termination of the riepa- tion wall and the pro1eeting elecnts above are of net less than one-hour fire-resistive conqtrub tion for a widt.h equal to the depth of the projecting ' olenents with openings In this width protected with three-fourths-hour tire- reio lye assemblies. Section 505 (c)-2. 1 City State Architect Engineer Total Allowable Fleor Area S. Ft. Basis for Increase ,1 -'.- .. Area 'eparatioai walls at points of a building having different heights .- may extend only 30 inches above the lower roof level provided the exterior wall above is ofone-hour r1-resistive construction to a height of 10 feet above the lower root with openings protected with three-fourths-hour fire-resistive aeembl1es. may terminate at the lower roof provided the roof is or at least one- hour fire-resistive constx'ucti'n wt openings for a width of 10 feet measured from the will. 3eotlon 505 (c)-11. A -hour fire-resistive occupancy separation in conformance with Table No. 5-B and Section 503 is required between the following: - Horizontal oaoupancy .separatins should be supported with a structural system having equivalent fire-resistive protection. Section 503 (b). Vertical occupancy separations shci1d extend through underfloor and attic areas, including areas where fire-resistive ceilings are specified. The building is limited tä _stories C . feet in height) as a Type structure. Section 537 and Table No. 5-D. TYPE OF CONSTRUCTION Mezzanines should comply with the definition set forth in Section 134. (a) The floor area cannot exceed one-third the floor area of the room in which it is located. The policy of the term "total floor area in that room" is as follows: The mezzanine must be open to the area below except for handrails. No rooms directly below the mezzanine floor are allowed except for bathrooms, entry areas and closets. Kitchens having each common wall at least 50 percent open to the area are allowed. (b) The clear height above and below shall be at least 7 feet. Roof coverings should be fire retardant. Section 1602 (b), 1603 (a) or 17011. Details or specifications complying with Section 3203 (e) are required. Fixed partitions should conform with Section 1705 (a). Details are required. Folding partitions should comply with Section 1705 (b). Building paper should be applied to exterior walls as specified in Section Enclosures for floor openings 1706 Dtil should clean hquld comply leljnSection rdicate this. Minimum No. 9 gauge wire or the euiva1ent is required for horizontal reinforcement in anchored veneer in Seismic Zone No. 3. Section 30.104 (a) of U.B.C. Standards. Ties should be anchored to this reinforcement. Exterior veneer more than 20 feet in height attached to wood framing is not allowed unless provisions for differential movement are approved by you. Section 3001 (b). Anchored veneer over 20 feet in height should be supported with noncombustible, corrosion-resistant ledgers at a maximum of 12 feet on center above the 20-foot height. Section 3006 (b). - Rooms in which rubbish (linen) chutes terminate should be separated from the remainder of the building with a one-hour occupancy separation. Section 1706 (c). Note special treatment of chute for shaft protection as it enters the rubbish room. 0penirgs into rubbish and linen chutes should not be located in required exit corridors or stairways. Section /? 6 (c) Nonabsorbent finish and backing for toilet room floors, walls of toilet compartments, and walls around urinals should conform with Section 1711 (a). Exterior walls of Type III buildings should be noncombustible construction. Section 2001. A property line should be assumed between court walls to determine wall and opening protection. Section 504 (c). Also see definition of court. Section 04. Exterior (court) walls within -________ feet of property lines should be of -hour construction. Section 03 (a). Fire-resistive rating of exterior walls should be maintained through attic areas. Section 4304 (c). Openings in exterior (court) walls within _________ feet of property lines should be protected with three-fourths-hour_ fire assemblies. (Section Usable space under the first floor except in Oroup I (J) Occupancies should be enclosed as required in Section 1703. Fire-resistive construction for structural elements in the exterior walls should comply with Footnote 110. 1 of Table No. 17-A and Section See Section 1702 for clarification. -3- - - Combustible materials framed into a tire-resistive wall should have one-halt the required thickness as end protection. Section 4304 (b). Eight-inch concrete block walls should be grouted solid to qualify as a four- hour fire-resistive assembly. Item No. 30, Table No. 43-B, including Footnotes 2 and 7. Heavy timber construction does not qualify as fire-resistive construction nor Is it r'cognized in Type V buildings. Table No. 17-A. Parapet walls not less than inches in height are required. Section 1709. Rave overhangs and similar architectural pro3eetions àhould comply with Section 1710. Shower stall walls should be finished with a hard, nonabsorbent surface to a height of 6 feet. Section 1711 (b). Fiberglass or other prefabricated finishes should be covered by a research recommendation or complete justifying data under Section 106 should be submitted. Doors and panels of shower and bathtub enclosure should comply with Section •' 1711 Cc to e). Projections beyond the exterior wall should conform with the least restrictive of the following: A point one-third the distance to the property line from an exterior wall. Section 504 (b). A point one-third the distance from an assumed vertical plane located whore fire-resistive protection of openings is first required due to location of property. Section 5011. (b). Envelope ceilings should satisfy the following conditions. Section 4303 (b)-6. ould not be used to provide fire piotection for bean and girders supporting more than one floor. Columns should be individually tire protected. (o) Duct and outlet openings are limited to 100 square inches in each 100 square feet of ceiling area and should be protected with approved fire 'dampers. Cd) Electrical outlet boxes should be of steel and not greater than 16. square inches in area. Gypsum board or plaster ceilings in conjunction with fire-resistive assemblies should be supported at intervals not exceeding 16 inches. Items 22 through 27, Table No. 43-C. Fire-resistive lightweight concrete fill on wood decks at weather-exposed 1p'tions require greater density and strength than for interior conditions. onformanco with research recommendation conditions is required or justifying data should be submitted under Section 106. Unless specifically allowed by a research recommendation or substantiated with test data under Section 105, special coverings for decks, balconies, patios, etc., cannot replace any part of a fire-resistive assembly in reference to Footnote No. 14, Table No. 43-C. Attention is directed to Fire-resistive systems involving wood trusses. should comply, with applicable research recommendations. Conventional fire-resistive systems using wood joists are not applicable. Reference is made, to Item 109 Part II, Research Recommendation No. 1000; one-hour ceiling construction, Part II, Research Recommendation No. 1352; or Iten C14, Part II, Research Recommendation No. 1602. Note that all involve double gypsum board with resilient channels between. Wood stripping or suspended wood systems for gypsum board ceilings should be not less than 2-inch nominal thickness. Section 4704 (b). (Section 4703 (b) for wall stripping.) Final partition layouts and details should be submitted prior to installation to justify compliance with occupancy, fire-resistive, structural and exit requirements. Escalators should be enclosed unless complying with the Exception in Section 1706 (a)-l. Justifying test data in conformance with Section 106 or an ICB0 research recommendation is required for Group B-3 Occupancies should be of one-hour fire-resistive construction if located in abasement or above the first story. Section 702 (b). B-2 Occupancies with an occupant load of 1030 or more should be in Types I, XX or III one-hour buildings. The assembly room should not be in a basement if it contains this high occupant load. Section 702 (b). The main entrance should front directly upon or have a 20-foot wide access to a public way at least 20 feet in width. Section 703. Light and ventilation should comply with Section 705. -4- _______ A ore-hourfire-rc-ristive ouparcy s c P 111,1-15lon is i1red between the boiler or central heating pint and the rest of the building. Section 708. Exterior cpe.nthgs for rooms cnainirg a b br or central heating plant should be proteet sd with tnre -tsurths-hv fir -resisttv e assemblies that are fixed, autitis, or self-closing if located-below openings in another story or if lesa thar. 10 feet fron ether doers or windows in the same building. Section 708. An apprcrrcd, conspicuously marked, outside gas shutoff valve-is required. Section 708. Group C Buildings hiuslng C Occupancies should be of one-hour fire-resistive con- struct ion- throughout. Section 802 (a) and Table No. 5-C. Use of rooms should be clarified. Note that rooms having an occupant load of more than 100 and rooms used for kindergarten, first or second grade cannot be located above the first story above grade except In Type I construction. Section 802 (b). A one-hour fire-resistive separation Is required between laboratories, shops, storage rooms. These areas should also be separated from other classrooms. Section 802 (b). One required exit should front directly upon or have a 20-foot. wide access to a public way at least 23 feet in width. Seation 803 (a). Sanitary facilities should be provided ir. accordance with Section 805. Light and ventilation should comply with Section 805. A one-hour tire-resistive occupancy separation Is required between the boiler or central heating plant and the rest of the building. Section W. An approved, conspicuously marked, outside gas shutoff valve is required. Section 808. Open plan educational buildings under Section 810 should comply with other applicable sections. This includes special requirements for fire sprinklers In Section 3317 (a). Group D D-1 Occupancies should be of Type I or IX construction unless complying with the Exception in Sectióz1902 (b). D-2 (3) Oocupanc1e hid be of one-hour fire-resistive construction throughout. Table No. 5-0. - Light and ventilation should coeply with Section 905. A one-hour fire-resistive occupancy separation is required between the boiler or central heating plant and the rest of the building. Section 908. Exterior openings for rooms containing a boiler or central heating plant should be protected with three-fourths-hour fire-resistive assemblies that are fixed, attornatie, or self-closing if located below openings in another story or If less than 10 feet from other doors or windows in the sane building. Section 908. An approved, conspicuously marked, outside gas shutoff valve is required. Section 938. . . -. Group . In order to allow the added story height and/or omission of area sepa- ration walLs in the parking areas, the following conditions set forth In Section 1102 (b) should be observed. The parking level Is of Type I construction. There is a three-hour noncombustible occupancy separation between the parking area and the occupancy above. Structural support for the three-hour floor should have equivalent fire-resistive protection. Eight-inch concrete block walls, where used under this condition, must comply with Table No. 43-B or have all cells grouted. Section 503 (d). Enclosures for floor openings should be of two-hour construction. Openings in the enclosure walls should be protected with labeled one-and-one-half-hour fire assemblies or approved fire dampers. - The provisions of Section 1102 (b) are applicable to area and story limi- tations only. Exiting requirements of Chapter 33 are based on the total number or stories in the building. Wet and dry standpipos are required In four-story buildings. Sections 3804 and 3803. Motor vehicle service stations should be of noncombustible or one-hour fire-resistive construction. Section 1102 (b). Heavy timber roofs for one-story service stations are also allowed. Floors of storage garages should be entirely protected against saturation. Section 1102 (b). Storage areas In excess of 1000 square feet in connection with wholesale or retail sales should be separated from the public areas by a one-hour fire-resistive occupancy separation. Fire-sprinklers nay bo used to increase the Prea or waive the separations as set forth in Section 1102 (b). -5- Light and ventilation should comply with Scct1on 1105. Mechanical ventila-tion is required in garags eeeding5000 square feet. Exhaust Ventilation at or near floor level is required by Section 1105. A onehour fire-resistive occupancy separation is required between a boiler room or central heating plant and the rest of the building. Section 1108. Groups H and I An H Occupancy more than two stories in height or having more than 3000 square feet above the first floor shtzld be of one-hour fire-resistive construction throughout. Section 1302 (b). The follbwing rooms should .have window areas as zsVecified in Section 305 (a) one-half of which is openable. __________- Mechanical ventilating system in baths should provide five air changes per hour directly to the outside. Section 1305 (a). Section 1405 (a). Fan capac.ty should be specified. Windows from _______________ should not be considered as furnishing required light or ventilation since they do not open to a yard, court, or street in accordance with Section 1305 (a). Section 1405 (a). Courts bounded on four sides with walls should be at least 10 feet in length. For courts more than two stories in height, the required width should be increased by 1 foot and the required length by 2 feet for each additional Story. Section 1306 W. Habitable rooms in cellars are not allayed. See "habitable room" defini-tion in Section 409. The intent is to prohibit such rooms to be formed with retaining walls. room does not have the minimum ceiling height required in Section 1307 (a). Section 146 (a). room should have a minimum superficial floor area of ________ square feet. Section 1307 (b). Section 1406 (b). A toilet room should not open directly into a kitchen. Section 1305 (b). Section 1405 (b). Efficiency dwelling units should comply with Section 1308. A one-hour fire-resistive occupancy separation is required between a boiler room or central heating plant and the rest of the building. Section 1312. Every dwelling unit and guest room should have comfort heating facilities as specified in Section 1311. (Section 1409) J Occupancies are limited to 1000 (3000) square feet in floor area and one story in height. Section 1502. Exhaust ventilation openings in a garage are required by Section 1504. Garages should not open directly into a room used for sleeping purposes. Section 1504. An approved 1oncombustible material is required for garage floor surfaces. Section 1504. EXITS: Conforming exits are required from the areas below as specified in Section 3302 (a). Exits should have a minimum separation or one-fifth the parlineterot the room or area served. Section 3302 (c). Note that "perimeter" is along the outer boundary of the room or area served. For irregular shaped buildings or build- ings with inner courts, it has been the policy to use the perimeter of a square whose area Is equal to that of the actual building to determine the required minimum separation of exItsv on this basis the distance between exits should be at least _feet. AnThccupant load sign is required in tWe,/4L 0 - Section 3301 (j). No point in the building should be more than 150 (200) feet from an exterior exit,. horizontal exit, enclosed stairway, or exit passageway, measured in the direction or travel. Section 3302 (d). Exit doors should swing in the direction of egress. Section 3303 (b). Double acting doors are not allowed where serving a tributary occupant load of more than 100. Section 3303 (b). G Exit doors should be openable from the inside without the use of a key, special knowledge, or effort. Section 3303 (c). Note also that surface mounted flush or surface bolts are prohibited. Automatic flush bolts are allowed on pairs of doors provided the door with the flush bolt .has no knobs or surface mounted hardware and the unlatching of any leaf requires only a single operation. Exit doors should be a minim'-,m size of 31-0!! x 6.1_811 with a miniinumdoor s-ing ' 90 degrees. Section 3303 (d). The net dimension (clear width) at doorways should be used in determining exit widths required by Section 3302 (b). Section 3303 (d). In consideration of door thicknesses, panic hardware, door swing, etc., the required exit widths have not been furnished. See door A floor or landing not more than 2 inches below the threshold is required on each side of an exit door. Section 3303 (h). (I Occupancies excepted.) Doors should not project more than 7 inches into the required corridor width when fully opened or more than one-half into the required corridor width when In any position. Section 3304 (d). Revolving (sliding) (overhead) doors are not permitted as exit doors. Section 3303 (f). Exit doors should provide immediate access to anapproved means of egress. Section 3303 (g). Exiting through another room does not comply unless the room complies as an accessory area in compliance with Section 3302 (e).. A landing or floor that is level or not more than 2 inches lower than the threshold is required on each side of an exit door. Section 3304 (h). Supplementary doors for egress purposes should also comply with all provisions - of Chapter 33. Section 3303 (j). Corridors should have a minimum width of 411. Inches. Section 3304 (b). Corridors serving nonambulatory persons should have an 8-foot minimum width. Section 3318 (c). Dead end corridors are limited to 20 feet. Section 3304 (t). Walls and ceilings of corridors should be of one-hour fire-resistive construction. Section 3304 (g). An architectural section through the corridor Is necessary to determine how this is accomplished. See the enclosed sheet of recommended details. Exterior exit balconies cannot project into an area where protected openings are required. 0 -13 0 1 'sMNCff ?Q 5.5 5.c. I ç i ) Interior openings into corridors should be protected as set forth In Section 3304 (h). Twenty-ninute rating for door assemblies requires compliance with a specific research recommendation or a labeled fire assembiy. The latter would result In a 45-mlnute rating since it is the minimum presently labeled. Stairway - should have a minimum width of inches. Trim and handrails should not project more than )7rinto the required width. Section 3305 (b). Risers on stairways should not exceed 71/2 Inches and runs should not be less than 10 inches. Section 3305 (c). Landings on stairways should have a dimension In the direction of travel equal to the width of the stairway but need not exceed k feet. Section 3305 (fe). Basement portion of stairways should have an approved barrier where continuous to upper floors In an exit enclosure. Section 3305 (g). Vertical distances between stairway landings are limited to 12 feet. Section 3305 (h). Handrail should be placed not less than 30 inches nor more than 34 inches above the tread. Section 3305 (i). Two handrails are required where stairways exceed 11.4 Inches In width. (No handrails if less than four risers.) Guardrails for stairs, balconies, and landings should conform with Sec- tion 1714. Note that maximum clearance between Intermediate rails is 9 inches and rail height should be 42 inches. Openings in exterior walls within 10 feet of exterior stairways should be protected with self-closing three-fourths-hour fire-resistive assemblies. Section 3305 (Ic). Enclosed usable space under interior stairways should be protected on the enclosed side as required for one-hour fire-resistive construction. Section 3305 (1). Noncombustible exterior stairs are required. Section 3305 (in). Exterior stairs should not project into an area (yards or courts) wber.e. wall openings must be protected. Section 3305 (m). All required interior stairways which extend to the top floor in any. building tour or more stories In height shall have provided at the highest point of the stair shaft an approved hatch openable to the exterior not less than 16 square feet in area with a minimum dimension of 2 feet. Section 3305 (1). One stairway should extend to the root. Section 3305 (n). It must be in a smokeproof enclosure In buildings over 75 toot above the highest grade. Section 3309 M. -7- - Six-foot 6-inch minimum headroom clearance for stairways should be indicated on plans. Section 3305 (o). N6te that this is from a plan' tangent to the stairway. tread. nosings. Ramp slopes should not exceed one foot In feet. Section 3306(c)(d). -- Surface of ramps should be roughened or of a nonslip material. Section 3306 (1). Stairways should be enclosed as specified In Section 3308. One (two)-hour fIre•resiative walls are required. Only exit doors are allowed to open into exit enclosures. Doors should be labeled one (ene-and-one-hait)-hotr fire assemblies with additional requirement of maximum 4500P. temperatire rise above ambient after 30 minutes of fire test. - (d) Exit enclosures should Include a corridor on the ground floor extending to the exterIoi•. Fire-reiztive construotlon should be as required for the exit enclosure, Including protected openings. Only exit doors are permitted to open Into the corridor. (e) An approved barrier is required at the ground floor to prevent people from accidently continuing to the lower level. (f) Usable space Is not allowed under the stairs. One exit from the building should be a smokeproof enclosure complying with Sootión 3309. Openings into exit courts less than 10 feet wide should be protected with labeled 45..ninute fire assemblies. Section 3310 (d). Also see "exit court" definition in Section 3301 (c). Openings more than 10 feet above the court floor are exempted. No openings other than required exits are permitted In exit passageways. The passageways should be of -hour fire-resistive construction. Section 3311 (a). Openings should be protected with labeled three-fourths- hour fire assemblies. Exit signs should be provided in conformance with Section / P141?T Aisle (cross aisle) in auditorium should have a minimum width of Section 3313 (b). Section 3313 (e). Panic hardware is required on exit doors serving Group B Occupancies having an occupant load of more than 100. Section 3316 (a). In lieu of this, doors should have no locks or latches. Main and side exits in conformance with Section 3315 are required for B-2 (1) Occupancies. Section 3316 (a). Every room in a C-i Occupancy shall be provided with exiting complying with Section 333.7 (a). This requires fire-sprinklers unless the specific require-ments are followed. Corridors of Group C-i Occupancieb should have a width required by Section 3302 plus 2 feet, but not less than 6 feet. Section 3317 (b). Each floor above or below the ground floor level of Group C Occupancies should have no less than two exit stairs. Section 3317 (c). Exit stairs serving an occupant load of more than 100 in ,a C Occupancy should have a mlnhieuin clear width of 5 feet. Section 3317 (c). Exit doors cannot be more than 2 feet narrower than the required corridor width in Group C Occupancies. Section 3317 (d). Exit doors from schoolrooms should swing in the direction of egress. Section 3317 (d). Rooms of Group C Occupancies used by pupils and located below grade should have one exit leading directly to the exterior of the building. Section 3317 (e). Panic hardware is required on exit doors serving rooms containing more than 100 occupants and in corridors of Group C Occupancies. Section 3317 (f). Every room in a Group P Occupancy should have access to at least two legl means of ogress. Section 3318 (a). - Doors from bedrooms and wards of Group D Occupancies and all exit openings. where nonambulatory patients are housed should have a minimum clear width of 114 inches. No projections in this width are allowed. SectIi7318 (b). (92D Panic hardware is required on exit doors serving more than fifty occupants In D Occupancies unless there i3 no latch or look. Section 3318 (f). Every sleeping room below the fourth floor should have one openable window or exterior door conforming to Section 130 (1404) for emergency exit or rescue. This includes mezzanines. FLOOR, ROOF CONSTRUCTION, COVERING, SKYLIGHTS, ROOF STRUCTURES Venting is required for elevator shafts extending mdre than two stories. Section 1706 (d). The larger of 3-1/2 percent of the shaft area or 3 square feet per elevator should be provided.- _______ The space between wood floor construction and a sutpended ceiling below should be divided into areas not exceeding 1000 square feet. Section 2517(0. -- Smoke and heat vents should be previded in accordance with Section 3206 (a). Attics of combustible material should be divided into areas not exceeding 3000 (900) square feet. Section 3205 (b). Root drainage should be conducted under the public sidewalk. Section 3207(e). Overflow drains hiving the same size as roof drains and on independent drain lines are required. In lieu of this, overflow scuppers three times the size of roof drains should be installed in parapet walls.. Overflow system should have inlets located 2 inches above the lo" points of the roof. Section 3207(c). The aggregate area of penthouses and other roof structures cannot exceed 33-1/3 percent of the supporting roof area. Section 3601 (b). Concrete floor slabs on grade should not be less than 3-1/2 inches thick. Section 2629. PE EXTINGUISHING SYSTEMS . An approved automatic fire-extinguishing system is required in the Section 3802. This includes blind spaces enclosed wholly or partly by combustible construction. U.B.C. Standard No. 38.138(1c). Dry standpipes are required in buildings four or more stories in height. Section 3803 (b). . Wet standpipes are required as specified in Section 38011. Combination standpipes are required in buildings exceeding 150 feet in height. Section 3805. They may be substituted for wet and dry standpipes. Fire -extinguishIng systm plans shot1d be submitted to you to determine compliance with applicable building, plumbing, and fire codes. Chimneys should comply with Section 3702. Firep1ces and barbecues should comply with Section 3.704. Fir al rm yste as per Title 24 of Chapter 13, Section 8 1316. FINISH WOR K't12t .. . The Interior. wall and ceiling finishes zheuld be specified and comply with Table No. 42-B and Section 4203. Gypsum wallboard (interior lath and plaster) cannot be installed on weather- exposed surfaces. See Section 424 for definition. Glass and glazing should comply with Chapter 54. Type and thickness .øf glass - should be specified. Glass and glazing in hazardous locations should comply with Section 5406. Skylights should comply with Chapter 34. Plastic skylights are allowed only under the conditions specified In Section 5205. Ranges should have a vertical clearance of 30 inches above the Cooking top to unprotected combustible material. This can be reduced to 24 inches if the combustible material is protected with niniva.1/I4-inch asbestos miliboard, Na. 28 gauge sheet metal or a metal ventilating hood. Section 1901 (a) - Uniform Mechanical Code. Mechanical plans should be filed so compliance with the Uniform Mechanical Code can be determined. . STRUCTURAL COMMENTS: .. . ... .. . .. . .. . :.' . ..... Special inspection in conformance with Section 305 is required for the following work: Structural concrete where the design is based on an ultimate compres- sive strength in excess of 2000 pounds per square inch. All welding except where done in the shop of an approved fabricator. Installation of high strength bolts. .(d) Prestressing work. . . Soil classification, in conformance with Table No. 29-C and ____ pounds per square foot soil bearing value used in design should be specified on plans. Value Is subject to your approval. Section 29011. The foundation investigation report mentioned in plans was not Included In data forwarded to us. It should be submitted for review. - Aoceptance of the foundation investigation report is recommended contingent on compliance with local ordinances. All masonry or concrete elements resisting seismic forces should qualify as reinforced elements. Section 2311 (k)-3. Concrete shear walls should comply. with Sections 2632 and 2617 (j). Precast concrete wall panels are limited to an h/t ratio of 36 (25). Section 2622 (o). -9- se.. Wood members may support loads from masonry or concrete only under the condi- tions specified in Section 2516 (a). Structural calculations should be submitted to justify the adequacy of the structural system in resisting seismic and wind loads, and supporting dead and live loads. This includes foundations. E:ave plans & caics. dated & signed engineer. Juby tifymg calculations and details should be provided for The roof should be designed for uplift wind pressures with due consideration for lateral support of compression flanges of flexural members. Floor load should consider a 20-pound per square foot partition load. Section 2302 (b). Marquees should be designed for a 60-pound per square foot live load. Table No. 23-A. Garages for the storage of private pleasure cars should be designed for a minimum 2000-pound wheel load. Section 2302 (b). 2x laminated beams should be spiked together as specified in Table No. 25-0. - Section 2518 (c). Live load signs are required. Section 2309. See Glued-laminated lumber should be fabricated in accordance with U.B.C. Standard No. 25-10. A certificate of inspection should be submitted to you. Allowable stress in glued-laminated members over 12 inches in depth should consider a depth reduction factor. Section 2511 (d)-4. Radial stresses in curved glued-laminated members should be within allowable values. Section 2511 (d)-4. Radial tension stresses are limited to 15 pounds per square inch. If the radial tension exceeds this allowable, mechanical fasteners should be used to resist the entire stress. ood studs are limited to 14 feet in height for 2 x 4 and 3 x 4's and to 20 j - f t for 2 x 61s. Section 2518 (f)-2. Exterior walls and bearing partitions below the second story In three-story buildings should be 3 x 4 or 2 x 6 studs. Section 2518 (f)-l. Bolted connections exposed to the weather are limited to 75 percent of the allowable load under rrotected conditions. Section 25.1711 (c), Uniform Building Code Standards. Spacing of bolts should comply with Section 25.1713, Uniform Building Code Standards. jported bolts do noLcomp1y with Sode requirements. (1-dS - Anchorage of concrete and masonry walls should comply with Section 2313. Designs which rely on cross grain tension of wood members are not acceptable since the Code has no allowable value. A positive means of connection such as joist anchors or clip angles should be provided. Exterior nonbearing walls should comply with Section 2314 (k)-5. Note that connections for seismic purposes should be based on a "Cs" factor of two. Table No. 23-I. Plywood grades should conform with Table No. 25-B. Justification is required that sufficient slope or camber is available to assure adequate roof drainage after long time deflections. In lieu of this, roofs must be designed for possible pending of water. Section 2305 (f). Details on stressIng method and hardware along with justifying data are re- quired on prestressed concrete work. This data should be submitted and approved prior to. ordering of material. Note that all tendons should comply with Section 4303 (e)-.3, for fire-resistive purposes. Welding data or details for steel decking used as a diaphragm should be pro- vided. Information sheuld comply with a Specific ICB0 research recommendation or test data submitted In compliance with Section 106. Details should be provided on roof (floor) diaphragm connections that indicate how the shears are transferred to vertical shear-resisting elements. Connec- tions should be justified with structural calculations for compliance with allowable values. Straight sheathed deokirig should be justified for diaphragm action since it is not covered under Section 2514. Justification should be based on the discus- sion of transverse sheathing, Page 4-126 of the TimberConstruction Manual issued by the American Institute of Timber Construction. Nailing for gypsum board (lath, sheathing board) used structurally on shear walls should be specified and comply with Table No. 47-I. Shear walls utilizing gypsum board (lath, sheathing board) cannot be used to resist loads imposed by masonry or c0n3r65e walls. Footnote 1, Table No. 47-I. -10- _______ The Code has no previsions for stt'.ecc shear walls unless it cenplies with a specific ICB0 research rerornner.dat1,r.. Let-in brzccs should cc justified on the basis of end nailing and angle of 1.rstallton since tho Code has no provisions for allowable values. Railings should be desiCned to withstand a 20-pound per foot horizontal - force. Section 2304. Ceiling joibta should be designed for total load of not less than 10 pounds per square foot. Section 230. Interior partitions should be justified structurally for strength and do- fleetlon criteria set forth In Section 2312 M. __________ should comply with a specific ICB0 rcseafieoornsndation or Justifying test data should be submitted in compliance with Section 106. Wood members entering masonry or concrete should comply with Section 2517 (c)-5. Plans should indicate that foundations extend below the frost line. Lap splicing of No. 14 and No. 18 rebars Is net allowed. Section 2608 (a). Wood design criteria should be based on industry standards published in October, 1970. Wood is no longer graded under criteria set forth In the Coda. Reference Is made to Research Recommendations 2569 and 2180. AITC laminating specifications should be used foi glue-lam construction since Industry no longer uses the criteria set forth in the Code. Reference Is made to Research Necommendaion 2519. Nailing for plywood diaphragms (shear walls) should be indicated on plans. Data should agree with calculations. See Structural specifications should be on plans. This Includes concrete, masonry, mortar, grout, lumber, plywood, reinforcing bars, structural steel, steel decking, etc. Minimum reinforcement should be provided for masonry walls to comply with Section 21 18 (j)-3. Minimum reinforcement should be provided for reinforced concrete walls to -w4$.th..Bection 2622 M. 1971 Uat al ElectricC rd.!. ....yf . , - Provide single line drawing and calculations. _IfL! 200 Amp or large Show panel location and size. /N 0C ,? A .—All horizontal feeders to be in an approved raceway. Four duplex receptacles maximum on each appiance circuit. ]97Uni f 4chanica1 Code - Ord. #8055. . 47 Show size and laction of F.A.U., venting, combin.tion air. - return air, ducts and registers. bj' id' / I"J .. / Show dryer vent to outside air. Hechanical plans required. 4 d- v,4 e- 1970 Un rm PluInbg Code - Ord. #8057 SI mperature and pressure re.lief valve and ischarge line on water heater.1 Indicate height of water heater platform. andscape and irrigation plans required.- Ord. 09060, Sec. ____& UPC Sec 1003 (h) 4 cro Ftcopy of as-built plans require d.pc ............ / #4 tOe INTERDEPARTMENTAL INFORMATION SHEET BUILDING DEPARTM BUILDING ADDRESS: LOT SIZE IZt!,2.c's PLANNING DEPARTMENT Ip (t.Ct AC) WIDTH ZONE R_O•'t.' UNITS PROVIDED _ALLOWED I2.4_PRKG. SPACES PROVIDED _03 REQJ 0 % OF COVERAGE ALLOWED _ BLDG. HEIGHT _ALLOWED - FRONT SETBACK SIDE YARD_REAR YARDQJINTRUSIONS ENVIRONMENTAL PROTECTION REQ P LAN 'TS IDDITIONAL COMMEN p ' '22 ISSUE PERMIT 4/2 OCCUPANCY _DAT ENGINEERINGDEPARTMENT 7 •7 2 ? R.O.W. _56_X_IND UUd, RI AL ASTE_______________________ . ic IMPROVEMENTS SEWER CONNECTION_t.. DRIVEWAY LOCATIONS_2 C6'A'13P CUTPA'4f/7$ GRADING PERMIT- EASEMENTS OP&LE44414W DRAINAGE LEGAL DESCRIPTIO AD DI TI ON ,c.. COMMENTS 7I - O.'7;Qt 0.4/ a,. - 'c AJ.' D ' E O gc-G/,v,w - S rXO ( 7/4A/. 1 I ISSUE PERMIT I#Z DATE 73 OCCUPANCY DATE_2.22 74t FIRE DEPARTMENT 'v :: ••• .. .? 0 - SPRINKLING SYSTEM ..', .i,:; FIRE PROTECTION EQUIPMENT FIRE ALARMS_fl EXITS ".. FIRE HYDRANTS LOCATION______________________________ ADDITIONAL COMMENTS ISSkjE ?ERMIT DATE OCCUPANCY DATE__________ 1IgPEPARTMENT - .' - CARLSBAD OLIVENHAIN_________ SAN MARCOS_________ ONAL ISSUEPERMIT DA Fff OCCUPANCY DATE___________ SENT-TO PLAN NI G SENT TO ENG. DEPT. QTLflNFfl Tr) RI r ori DMCrI ,-r s rr' nr INTERDEPARTMENTAL INFORMATION SHEET RE C EIV ED BUILDING DEPARTMENT C.- ( - DATE. N41.11kY .2 1913 BUILDING ADDR ( Building Departmcnt PL .NG DEPARTMENT LOT SIZ WI DT V NE1\.-t'\ UNITS PROVIDED ALLOWE ______PRKG. SPACE VIDED_REQ. % OF COVERAGE ALLOWED IGHT ALLOWED FRONT SETBACK SIDE YARD REAR YARD INTRUSIONS .1 ENVIRONMENTAL PROTECTION REQ'TS. 0 LANDSCAPE PLAN' _ ADDITIONAL COMMENTS (\P . ISSUE PERMIT DA UPANCY TE - I •_. O C C ',t'CY.,.'2' c7A- 5 /v . Z - ENGINRINGDEPARTMENT R.O.W. k- INDUSTRIAL WASTE IMPROVEMENTS X./7'iC,-SEWER CONNECTI61_-._sc)._ ,DRIVEWAY L'jCAONS_GRADING PERMIT____________ EASE1EI.1S_,- _,V/9. _DRAINAGE LEL.. ..L DESCRIPTI DITIONAL COMMENTS SSUE PERMIT #1/ _DATE_ /9-73 OCCUPANCY_ ATE OccJp44,c' Ok VcS c24'4y loylly -0 11 1_5 °/ç /7g/ FIRE DEPART 'ENT SPRINKLING SYSTEM ,"Aa f—c=_ lc% %.) (r—C4 ARE PROTECTION EQUIPMENT- /K- &n--_ FIRE ALARMS__________________ EXITS FIRE HYDRANTS_ ..1e---'-- LOCATION____________________________ ADDITIONAL COMME ISSUE _hl— OCCUPANCY ATE WATER DEPARTMENT . - C M W D Ab SBAD OLIVENHAIN_________ SAN MARCOS_________ ADD I TI . ri OCCUPANCY DATE___________ ING _______________ SENT TO ENG. DEPT. D I rs,- r . • n. , n ICMRDSQ SSOCITES . I. . CIITCTS July 16, 1973 PRAVER CONSTRUCTION CO... 2500 Navarra Drive Rancho La-Costa, California 92008 Attention Mr. Stanley Prayer Gentlemen: Subject: 2500 Navarra - La Costa WRA Job No. 7223 Due to-field complications that you brought to my attention concerning detail 9 G-1 and Section A B-1 the following was resolved. WRA contacted Mr. Richard Osborn, Head of the Carlsbad Building Department, explaining to him that I had personally inspected the site and found the situation structurally, adequate and pointing out the fact the 2 layers of 5/8" gypsum wall board extended beyond the blocking. Mr. Osborn agreed with me that the 3 additional blocks, which were virtually impossible to place, could be deleted. Should you have any questions, please do not hesitath to contact the undersigned. Very truly yours, WRRDSON ASS0CIATESA.I.A. David L. Ball 0 LB/sm cc: Mr. Richard Osborn BT.ZT • .. CO9TA • CI.I'Ot. • e a a • (rl.4) e a.aa I The Majestic Company HUNTINGTON. INDIANA 46750 219/356-8000 REPLY TO: JOHN J.OXLEV DISTRICT SALES MANAGER 607 SOUTH PROSPECT SUITE 7307 September 189 1974 REDONDO BEACH, CALIFORNIA 90277 Phone 213/372-7417 City of Carlsbad Building Department 1200 Elm Carlsbad, California 92008 Attn: Mr. Bob Nelson Subject: Special Eybrow-Heat Deflectors and Sidewall Clearances Dear Mr. Nelson; Pursuant to Fireplace Distributors installation of our fireplace systems at 2500 Navarra Street, La Costa for Prayer Brothers Investment Corporation, there are two questions that have arisen pertaining to: First, safe clearances to sidewall construction and Second, the proper design and installation of special heat deflection eyebrows that have been installed on several of the fireplaces where a combustable trim was installed above the fireplace opening (closer than 1211). Upon our mutual inspection of this application some two weeks ago, it would be my opinion that the clearances to the sidewall are adequate and will constitute a safe installation. In the instance of the special eyebrows, I would consider the gauge of material and design to be more than adequate to reflect what heat may be emitted away from the combustable trim piece directly above the eyebrow. An American-Standard Company S - ' - Majestic The Majestic Company HUNTINGTON, INDIANA 46750 219 /356-8000 REPLY TO: JOHN J. OXLEY DISTRICT SALES MANAGER 607 SOUTH PROSPECT SUITE 77 307 REDONDO BEACH, CALIFORNIA 90277 Phone 213/372-7417 In summary, the fireplaces at this project are installed in a safe and operable manor by our distributor, Fireplace Distributors, Incorporated, 11526 Sorrento Valley Road, San Diego. I trust this letter will serve to satisfy any questions that you might have regarding these installation. Respectfully yours, John J. Oxley District Sales Manager The Majestic Company - JJO/lw An knerican-Standard Company , • BENTON ENGINEERING. INC. - APPLIED SOIL MECHANICS - FOUNDATIONS - . 6741 EL CAJON EIOULEVARO SAN DIEGO. CALIFORNIA 92115 PHILIP HENICING SENTON SAN DIEGO: 58-5654 PRESIDENT -CIVIL ENGINEER,.. •.. 'j.. June 23, 1707 L* MEsA: 469.5654 Rancho La Costa, ma. Route ! Box 2550. ...::.: Encinitas, California 92024 Subject: .I.Project '-11-23D . .•.•.• FirralReport on . . Compacted. Filled Grgund •. . • : •. • : ..' La. Costa South Unit No. 1 • : •. . • - • Rancho La Costa, California : Gertlemei . This is to report the results of tests and observations made in order to inspect the compaction of filled grciünd p!acedonce'tain areas of Lots 11 3 to 7, inclusive, 14 to 25, inclusive, 34 to 39,: inclusive,.43.to46;inclusWe,54 to 58, inclusive, 62 to 72, inclusive, 82, 83, 84,86,87,89, ;:• 90, 110 to .120 ,inclusiye,. 122,123, 131, 132, 151 to 154, inclusive, 166 to 177, inclusive, 181 to 184, inclusive, and Portions of La Costa Avenie, Navarra Drive, Viejo Castilla Way, Nuevo Castilla Way, Sevilla Way, Lev* Street, Galicia Way, and La Corona Place, La Costa South Unit No. 1, Rancho 'La. Costa; California. The fills, were placed during the periods between February :4,1969 and May 2,1969. : . . . The approximateareas and depths of filled ground placed under our inspection inaccordance with the approved specifications are shown on the attached Drawing No. 1, entitled "Location of Compacted Fflled:G.round..."..The gradirig plan used for the placement of filled ground was prepared by.Mclr.flre.& Quiros,: Inc.. dated January, 1968. . The approximate* locthiostwhich the tests were taken and the Final test results are presented on page Nos.4io 19, inclusive,. under the"Tableof Test Results." The laboratory determina- tions of the rnaxhnw dry densities and optimum moisture contents of the major fill materials are presented on cge No. 20, under the "Laboratory Test Results." Some of the maximum dry densities shwi in the "Table-of Test Results" were combinations of these. The tests were taken durino the weekly periods indicated below: • Test Number ' Week Endirvj I to 8, inclusive February 8, 1969 - : 9 to .29,indusive February 15, 1969 30 to 37, inclusive. February 22, 1969 38 to 89, inclusive March 8, 1969 4.0 to 139, inclusive March 15, 1969. 140 to 1911 inclusive March 22, 1969 192 to 2571 inclusive . March 29, 1969 Continued on page two. La Costa South Unit No.1 lost Number Week Ending 258 to 352, inclusive April 5, 1969 353 to 433, inclusive April 12, 1969 434 to 461, inclusive April 19, 1969 462 to 485, inclusive April 26, 1969 486 to 506, inclusive May 3, 1969 The final resuitsof tesftand:observations indicate that the compacted filled ground has been placed at 90 percent of the maximum dry der&ty or greater. It has been determined that the fill materials,.compacted to 90percent of the maximum dry density, have a safe bearing value of.al I east. I5l0 pounds par square foot for one foot wide continuous footings Founded at a minimum depth and placed five feet or more inside the top of compacted filled ground slopes. If Fooflngs are placed closer to the,exposed slopes than 5 feet inside the top of compacted fitted ground slopes, these should be. deepened one foot below a 1 1/2 horizontal to 1 vertical tine projected outwand and downward From a point 5 feet horizontally inside the top of compacted filled ground slopes.. Tests indicate that the compacted filled ground is adequate to satisfactorily support the proposed one ond two story wood frame dwellings without detrimental settlements. In our hg ion conducted at this subdivision. (Project N. 68-2--2C dated March 81. 1968). vie hated that some silty clay and sandy cloy soils had been found on the site that were expansiie,arid we recommended that each lot be inspected during or after. grading to:deterrnine..thóss.19b In which such expansive soils exist within the upper 3.0 feet. This has bsendne,.and.the.iohlowing lots have been found to contain potentially expansive soils.wi thin the.upper.3.O feet... .. . • . .. . . Lot Nos. 1 to 81, inclusive Lot Nos 97 to 109, inclusive Lot No;. 170 to 1841 inclusive It is recommended that the following special design precautions be taken for the houses to be constructed on the abovè-lhted totS : .. Isolated interior piers should not be used Continuous footings should be used .:throughout, arid these should be placed at a minimum depth of two feet below : the loiest adjcicent exterior final ground surface. .. .::Renforeand interconnect continuously with steel bars all interior and exlerioi . footirswith two #4 bars at 3 inches above the bottom of all footings and two #4 bars placed 1 1/2 inches below the top of the stem; of the Footings. 3.:Usaised wood floors that span between continuous Footings, or reinforce all concrete slabs with 6x 6 — 10/10 woven wire fabric, and provide a minimum of 4 inches of clean sand beneath all concrete slabs. Provide a moisture barrier 2 Inches below slabs under living areas. DENTOt1 rrIc;IN :d,r INC. rrOeCT NO. 001 IJtJ - juric 4131 I70 .,o Costa South Unit' No. I. Separate garage slabs from perimeter footings by 1/2 inch thickness of construction felt or equivalent, to allow independent movement of garage stabs relative to perimeter footirjs. Provide positive drainage away from all perimeter- footings to a horizontal distance of at least 6 feet outside the house walls. In additiontolthe filled ground placed and inspected within La Costa South Unit No. 1, there was an area of fill approximately 180 feet east of he east end of Navarra Drive. This area is shown on Drawing No. 1, and the tests taken within the area are Test Nos. 27 258, 264 and 270. • .'.: . . Respectfully submitted, BENTO N ENG I NEE RI NG, INC - By 1b M. V. Pother, Civil Erneer Disfr: : (4) Add ressee.:::.. . . . : (2) McIntire &Quiros, Ince .Attention Mr. Gary Cumbey . .. . . (1) Rick Engineering /\pprOx- L)eprn Maximum imate of Fill Field Dry Dry Test Location : at Test Moisture Density Density No. or Lot No. in Feet % dry wt lb/cu Ft lb/cu ft 252 Navorr Drive- 20 15.0 113.7 125.9 Opp. 55&56 253 . : 12 . 10.0 111.7 120.6 254 37 12 11.0 109.4 120 8 255 38 14 )2.6 109.8 120.8 256 36 . 8;•• : 14.3 . 111.3 120.8 . . 257 180' E.FE......: 2.. . 9.9 . 128.9 131.0 end of Navárra'Dr.; --- . 258 180' E.,ofE 4'.•. •. .10.3. 124.8 131.0 end of Navarra Dr. 259 35 •••. :' . ;.: 13.9 .114.5 : 120.8 1v160 .• -.16.1 . 112.3 120.8 261 37 16 12.9 107.2 .118.8 262 39 16 12.2'115.4 125.8 263 38 18 9.9 116.6 125 8 264 1801 E. of E 6 13 7 117.0 129.5 end of Navarra Dr. 265 45 4 147 113 5 125.9 266 36 12 14 2 110 9 118 8 267 Navarra Dr 24 14.8 lii 1 120.8 Opp. 54&55 268 37 20 -14.4 1112.3 120.8' 269 39 20 15.1 109 9 120 8 270 180' E. 'of E. -'8 15.5 1.11.0 . 123.5 end of Navarra Dr - 271 55 32 .12 .8 103.4 113 0 272 56.30 15.3 1052 1160 273 58 28 .14 .0 112.5 123.5 274 La Costa Ave.,1'over 13.8 109.5 : 113.0 Storm Drain •: pipe; .. ... - Opp. 23 •': 275 La Costa' Ave..1'.ovèr 14.1 105.4 .. 109.3 . Parkway, Opp.. pipe . Lot Line 23&24 . .. ..:.. 276 La Costa Ave.' ..1' over 14.9 . 112.9 . 120.6 Opp. Lot ike'.. pipe 24&25 - . 277 54 . 34 17.9 99.6 109.2 278 57 -30 11.5 . 113.0 120.8 279 58 •• . 32 14.5 103.3 113.0 280 38 •22 .. 13.7 . 115.4 125.9 Percent Compaction' Remarks 90.3 92.5 90.5- 90.9 92.0 98.3 95.3 94.8. 93.0 90.2 91.8 92.8 90.4 90.2 93.3. 92 0 93.1 . •.• -. 9.1.0 90.0 91.6 90.7 91.1. 97.0 97.3 -. 93.7 Reworked 91.2 93.6 91.5 91.6 to Costa South Unit No. 1 . TABLE OF TEST RESULTS (CONT.) a fl a a. LIENTOPS ;Iu.Ic:c.. INC . • Froect No. 68-11-23D - .. to Costa South Unit No 1 TABLE OF TEST RESULTS (CONT.) • Approx-. Depth Maximum imata of Fill. Field Dry Dry Test Location at Test Moisture Density Density Percent No. or Lot No. in feat % dry wt lb/cu ft lb/cu ft Compaction Remark 313 122 . /..: . .4 : 13.9 103.4 113.0 91.5 314 123 .•.9... 13.7 104.5 113.0 92.4 FinishedGrc 315 . 131. 4. 12.3 99.6 108.3 91.9 316 46 6 14 9 108 9 120 8 90.1 317 45 8 - 14.2 105.4 115.8 91.0 318 44 1 17.0 111.2 120.8 92.1 319 44 .. 3 17.1 110 8 120.8 91.6 320 46 10 12 5 108.8 116.0 937 321 45 12 11 2 111.3 116 2 95 9 322 43 , 3 ' 14.2 108.3 119.8 90.4 323 43 5 7.7 101.6 118.8 85.6 Reworked 324 4.3 5 100 1054 1169 903 Check on 325 43 - 7 6 4 105 2 116.9 90.2 Reworked * 326 ' 3 32 134 1135 1190 953 327 La Costa Ave 18 14 9 113 0 119.0 94.9 Opp.3&4 328 4 25 15 1 107.5 114 3 94.1 329 5 22 17.3 104.6 110.6 94.6. 330 6 18 152 105.1 110.6 95.0 331 7 - 24 Navarra Dr 2 12 1 14 3 .110.1 110.2 .116.0 120.8 94 9 91.2 Opp. -45 &46 333 17 _11 13.1 102.3 113.0 906 334 Navarra Dr. 4 11 8 97 6 118 8 82 .2 , Reworked Opp 45 & 46 Finished Grc 335 4 29 16-.4 - 107.8 118.0 91.3 336 25 21 - 12 3 107 4 116 0 92 6 337 24 34 14.4 109.7 114.8 95.5 338 25 25 A4.0 115.3 120.6 95.5 339 , 23 28 20.5 104.3 114.8 91.0 340 24 38 ' 13.5 112.3 120.6 93.1 341 23 32 13.7 113.6 120.6 94.1 Finished Gra 342 2 2 25 13 0 987 108-3 91.1 343 21 - 25 14.1 106.0 116.0 91.3 3.44 25 • 29 .. : 12.5 119.2 124.3 95.9 345 20 • •. 17. 17.3 104.2 114.5 91.0 346 19 •: 9 16.3 . 107.5 119.0 90.3 347 18 ::. 7 • . 15.9 105.9 116.0 91.2 348 22 • . • 29.:.. • 148 114.0 120.6 94.4 349 20 • 21 • • 13.3 102.5 113.0 90.7 350 19 • • 13 • 14.4 111.0 119.0 93.2 • * Finished Grade • UENTOrI Ff4.:;,ri,uiNG. Ir.. La Costa South Unit No. I . TABLE OF TEST RESULTS (CONT.) • Approx- :. D2pth . . Maximum • mate of FIJI Field Dry Dry Test Location a Test Moisture Deriy Derity Percent No. or Lot No. in Feet. % dry wt lb/cu Ft lb/cu ft Compaction Remarks 479 86&87..:. 10. 13.9 104.7 116.0 90.3 480 101 &.102. . 4.:.. .13.3 103.7 114.2 90.8 Finished Grade 481 86&87 . 12 •' 14.2 113.2 120.6 93.9 - 482 72 5• . 15.9 101.6 108.3 93.7 Finished Grade 483 71&Viejo 16 164 110.1 1190 935 Finished Grad, - Castilk Way .484 . 86 & :14" . 14.4 112.0 120.6 92.9 485 70 18 :-.r,15.5 107.0 119.0 90.0 Finished Grade 486 69 8 10.8. 101.4 168 .3 93 6 Finished Grade 487 66 16 10.4 108.6 116.8 93.0' Finished Grade 488 65 18 9.1 106.7 115.5 92.3 Finished Grade 489 86 & 142 1055 116.0 91.0 Finished Grade 490 64 14 12.3 109.2 119.0 91.7. Finished Grade 491 63 12 -:14.6 110.4 119.0 92.7 Finished Grade 492 62 11 122 1035 1148 90 1 Finished Grade 493 33 - ' 5 8 0 108 9 119 0 91 6 Finhhed Grade 494 34 12 8 5 109.5 119.0 92.1 Finished Grade 495 Viejo Castilla 10 9.9 117.3 119.0 98.7 Finished Grade Way Sta 3+71 496 Vie castilla 6 11 3 114.5 119.0 96".2 Finished Grade Way Sta 4+71 - 497 35 10 13,1 107 8 119 0 90 5 Finished Grade 498 36 - 23 12 3 115.1 123.9 93.0 Finished Grade 499 37 28 - 16.2 105.3 116.9 90.1 Finished Grade 500 38 30 13 7 105.6. 116.9 90.4 Finished Grade A01 39 30 8.6 117.8 125.0 94.2 Finished Grade 02 46 14 '9.9 107.8 118.8 90.8 503 45 16 12.2 117.8 .125.0 94.2 Finished Grade 504 Navarra Dr 4 74 107.5 118 8 906 Check on #334 Opp. 45 & 46 - Finished Grade 505 54 38 52 1140 1250 91.2 Finished Grade 506 55 36 5.0 115.6 128.0. 90.4 SCN,C).i TITLE: ELECTRICAL CALCULATIONS TE #3i- DATE: 3 APR 82 T. Unit A 1012 Sq. Ft. General lighting load 3 x 1012 = 3036 watts Small appliances . 3000 Range 9600 Trash compactor 1200 Dishwasher 1200 Washer/Dryer Combination 5000 1 23,036 watts First 10KW @-100%:' . 10,000 watts Remaining 13,036 x.4'\ . .5,214 " 1 Air conditioner @ 10011: 2,600 17,814 watts Unit Feeder Load 17,814 208., 86 amps Provide: 100 A, 120/208, 10, 3W service (typical all units) I DRAWING NO. EK~ PROFESSIONAL ENGINEERS SHEET 1 OF 4443 - 30th STREET 9 SAN DIEGO, CALIF. 92116 • 714/282.7616 TITLE: ELECTRICAL CALCULATIONS 2. Unit A—i 1471 Sq. Ft. General lighting load Other loads (same as Unit A) PROJECT: CONDO 5 AKE #385 DATE: 3 APR 82 3 x 1471 = 4413 watts 19000 - 'I 23,413 watts First 10,000 W @ 104: 10,000 watts Remaining 13,413 (q, 40%: 5,365 "11 Air conditioner @ 100%: 2,600 "It 17,965 watts Unit Feeder Load 17,965 = 86 amps 3. Unit B 1304 St. Ft. General lighting load Other loads ( same as Unit A) First 10,000 W Co. 100%: Reriaining 12,912 @ 40%: Air Conditioner 10011: 3 x 1304 = 3912 watts 19000 'I It 22,912 watts 10,000 watts 5,165 'I 2,600 " 17,765 watts Unit Feeder Load 17,76-5 =85 amps 208 DRAWING NO. EHED PROFESSIONAL ENGINEERS SHEET 2 OF 4443 - 30th STREET • SAN DIEGO, CALIF. 92116 • 714/282-7616 TITLE: ELECTRICAL CALCULATIONS PROJECT: CONDO 5 AKE #385 DATE: 3 APR 82 4. Unit C 1148 Sq. Ft. General. lighting load 3 x 1148 = 3444 watts Other loads (same as Unit A) 19000 22,444 watts First 10,000 W @ 1001.: 10,000 watts Remaining 12,444 4 40%: - 4,978 " Air conditioner @ 100%: 2,600 17,578 watts Unit Feeder Load 17,578 = 85 amps 208 5. Unit C—i 1743 Sq. Ft. General lighting load Other loads (same as Unit A) First 10,000 W @ 100%: Remaining 14,229 @ 40%: Air conditioner @ 104-1: 3 x 1743 = 5229 watts 19000 24,229 watts 10,000 watts 5,692 " 2,600 " 1,292 watts Unit Feeder Load 18,292 = 88 amps 208 El DRAWING NO. LAIKIE PRC)FESSIC:)NAL ENGINEERS I SHEET 3 OF 4443 - 30th STREET • SAN DIEGO, CALIF. 92116 • 114/282-7616 PROJECT: CONDO 5 AKE #385 DATE: 3 APR 82 TITLE: ELECTRICAL CALCULATIONS TOTAL DWELLING UNIT LOAD Area: 47 x 1012 = 47,564 5 x 1471 = 7,355 3 x 1304 = 3,912 16 x 1148 = 18,368 7 x 1743 = 122O1 89,400 General lighting: 3 x 89,4000 - 268,200 watts Small appliance circuits: 3000 x 78 = 234,000 " " Laundry outlets: 1500 x 78 = 117,000 " 619,200 watts Net lighting demand: .35 x 619,200 = 216,720 watts Range load: .16 x 9600 x 78 = 119,808 " 1 Clothes dryer: .25 x 5000 x 78 = 97,500 1 U Balance of appliances: .75 x 5000 x 78 292,500 Service required Cq 208U, 3—phase: 48,750 " 1 775,278 watts 775,278 = 2160 amps 359 I DRAWING NO. FiEI1 PROFESSIONAL ENGINEERS SHEET 4 OF 4443 - 30th STREET • SAN DIEGO, CALIF. 92116 • 714/282-7616 TITLE: ELECTRICAL CALCULATIONS PROJECT: CONDO 5 AXE #385 DATE: 3 APR 82 HOUSE PANELS (see schedules) LTC Motors HA: 46 amps 133 amps HB: 26 amps 138 amps HC: 42 amps - HD: 52 amps - HE: 49 amps - EM: 13 amps 127 amps 228 amps 398 amps. House panel total feeder: .35 x 228 + 292 = 625 amps Total for dwelling units and house panels: 2023 - 625 2023 amps Provide: 3000 amp service @ 208y/120v,30,4W DRAWING NO. KK: I r= I PROFESSIONAL ENGINEERS SHEET 5 OF 4443 - 30th STREET • SAN DIEGO, CALIF. 92116 • 714/282-7616 TITLE: ELECTRICAL CALCULATIONS Service capacity for one floor on dwelling units: General lighting: 3 x 29,700 = 89,100 Small appliance: 3000 .x 27 = 81,000 Laundry outlets: 1500 x 27 = 40,500 210,600 Net lighting demand: .35 x 210,600 = Range load: .24 x 9600 x 27 = Clothes dryers: .325 x 2500 x 27 = Balance of appliances: .75 x 5000 x 27 = PROJECT: CONDO 5 AKE #385 DATE: 3 APR 82 73,710W 62,200w 21,938W 101,250W 259,098W Capacity required for each floor: 259,098 1.73x 208 = 720 amps DRAWING NO. E1E1J PROFESSIONAL ENGINEERS SHEET 6 OF 4443 - 30th STREET a SAN DIEGO, CALIF. 92116 • 714/282-7616 TITLE: c.r,j O9i (::L C-u L97 /0 ç PROJECT: 38'_ DATE: oiIy /-.I.ZcOMc,. I. a'e 1--- r'zos -3P,2.coo,i, M •-t .P,c Cn J-. IJZTU . 3P 3c6) 4" &r MI Ij HI iFi N1 1 :.• ft111c 2PI Rv 1)tv'T p,r(w- I M \I typ ,(24) 1v - - 'W HA '15 v— ___ p A'4-(-'21) 3d ) Mg-L,A, .brn&,ñti /,• Co eLc-.to Li ej C) a, c.. BlkrS 0o4iC. -• C_m2J&up,c P!cp) -- I DRAWING • NO. No. 5552 J PROFESSIONAL ENGINEERS SHEET 7 OF 4443 30th STREET 9 SAN DIEGO, CALIF. 92116 . • 7141282-7616 N . //- in . 21 7a - 2,Z/ %w/. / 7 WOO 1•. t kVM''4 TRADE 8UBCONACT0R Qugh Grade Don Pollock Excavating 3310 Kurtz St. San Diego, Ca. Concrete Foundations Nint'eman Construction Co.- 11465 Morena Blvd. San Diego, Ca Masonry & Block Wall Woolen Masonry - 1120 S. 1st. St. Encinitas, Calif. Metal Fire .-Places Fireplace Distrib. - 11526 Sorrento Valley Road, San Diego. Back Fill & Compaction Leaverton - 76140 Clairmont Mesa, San Diego, Calif. Rough Lumber Ja Mac Lumber Co. - 30140 Tidelands, National City, Calif. Electrical Young.Electrie -6176 Federal Blvd, San Diego, Calif. Plumbing Leaverton - 76140 Clairmont Mesa, San Diego, Calif. Heating & AirCpnd. University.Mech, & Eng.-1414614 Alvarado Fwy. San Diego, Ca. Iron & Steel International Iron Prod.- 9630 Aero Drive, San Diego, Ca. Sheet Metal P, & K. Sheet Metal - 11823 Sherman Way, No. Hollywood Ca. Stucco G.L. Fromang Plastering-6186 Tooley St, San Diego, Calif. Dry Wall Mullins & Mitchell - 7922 Armour St, San Diego, Calif. Paint Hemphill - 14678 Federal Blvd, San Diego, Calif. Garage Doors Bedford Overhead Door 2120 Vista Frande Place, Vista, Ca. Hardware Fin,sh Crown City Hardware Co, 10147 N. Allen, Pasadena, Ca. Roofing R,C, Roofing - 21407 Cudahy St, Huntington Park, Calif. Finish Carpentry Crown Door & Trim - 7670 Lemon Ave, Lemon Grove, Calif. Cabinets Parkinson Cab. Shop- 10511 Floyd Smith Drive, El Cajon, Ca. Cultured Marble Fabricor Products - 205 W. 35th St. Suite C National City, Tile San Diego Tile, 7905 Balboa Ave. San Diego, Calif. Windows & Sid, Doors N. San Diego Glass - 14014 E. Grand Ave. Escondido, Calif. Weather Stripping Capitol Insul. & Weather - 3918 Mason St. San Diego, Ca. Plastic Laminated Tops Bonded Products Co. 2103 Santa Anita Ave, So. El Monte,C Appliances Hotpoint - 8227 Complex Drive, San Diego, Calif. Light Fixtures Wood Lighting Fixture Co. 14020 Campus Dr, Newport Beach, Ca Light Weight Mills Const, Concrete - 201 West 18th Street, Nat']. City, C Dex-0.-Tex Venetian Terrazzo & mosaic 3140.8. Palm Ave.Alhambra., Ca Water Proofing R.C. Roofing Corp. - 11407 Cudahy St. Hunt. Pk. Calif. Resilient Flooring Glenn's Interiors 2141 West Mission, Escondido, Calif, Clean-up Construction Clean Service 932 No. Batavia, Orange, Calif. Sauna Vico Products Mfg. Co. - 1808 Potrero Ave, S. El Monte, Ca. Fire Alarm System Electronic Systems Engineering - 3822 Sherman St.San Diego. Tennis Court Fence A A Fenco. Co. Inc, 2763 StateSt. Carlsbad, Calif. Landscaping Bob's Landscaping Service - 16761 Construction Way W. Santa Aria, Calif. / - 4 Pi Bominite .. Western Landscape Const. 9053 Olive Dr. Spring Valley, Calif. Pool . Western Pools, 9053 Olive Dr. Spring Valley, Calif. Curb, Gutter & Paving • • Daley Corp. - P.O. Box 20188, San Diego, Calif. Cable T.V. Electronics Consult antP.0. Box 196, San Clemente, Calif. -r--r -' •••• .:. • •. . . • •: . • . • • • • • •• • . • .. .•. I •. • .•.• .•.•, . • ... . • .• •. n it