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HomeMy WebLinkAbout2825 CAZADERO DR; ; 77-9963; PermitMODEi_ NO BUILDING PERMIT APPLICATION City of CARLSBAD, CALIFORNIA 92008 ., ,n Applicant to complete nttrftbered spaces only . „ PnOne 729-1181 Permit No J°°3?Jy SteS$.3^f«£\ ^*£= V* LOTNO BLK TRACT .LEGAL , f^, IDESCB ^fV3L V «v 1 \f ^~\ V*.s?V/ Tfi V*X V<3V*V?S v OWNER MAIL ADDRESS 2 Y^vvO&A NW^\c* CW, a«S£\ S«<?yi<u S? CONTRACTOR MAIL ADDRESS **.\,iiV»'".A* H^M it^y^ ^ V*t X • ** " J"3*% r3^5*t\» -*^ ' "*,5XilYli.1~i" 4 f\ . \ -^ ,~, ^e^55 ^ -; \\sX-OtM , * VS „> *-&\-sSiSfti V**V V^^^lcS,. ENGINEER MAIL ADDRESS r jv, __-** — -_ .— .t f^\ COMPENSATION INS CARRIER MAIL ADDRESS USE OF BJILDING 7 r\ _ ^ C-H • 8 Class of work KNEW D ADDITION D ALTERATION 9 Describe work Vskx^-* ^Vc^ •«&.*"- A ^ 10 Change of use from ^ > Change of use to -,!-** , , '•"^ " J- ' J#11 Valuation of work $__ ^\SS.'^^;CX5"-' "™" /I X // SPECIAL CONDITIONS APPLICATION ACCEPTED BYS PLANS CHECKED 0V APPROVED FOH ISSUANCE BY *' X, r DATE"- DATE NOTICE SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMB ING HEATING, VENTILATING OR AIR CONDITIONING TION AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A MENCED 1 HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS ALL PROVISIONS OF LAWS AND'OfTOINANCESTSp VERNING THIS HEREIN OR NOT, THE^GR«NTING OF A PERMYT DOES NOT PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING / / / ^YA~n SIGNATURE OF CONTRACTOR OB AUTHORIZED AGENT f (DATS) / / / \\ \-v** / / % * ' ' SIGNATURE Of OWNER (IF OWNER BUILDER) J* (DATE) f\. f\ ASSESSOR'S V^-Vf— ex V -TV.— at PARCEL NUMBER BOOK 1 P AGE P A.R , (QSEE ATTACHEQ SHEET}' w.'W.'Csv'C* V\>\V^ ^- eA\'™^! 'jivO Viy'^i Z 1 P PHON E •v. Q^exA^^i ta^-T^vx &-\ V^vTA ^ " < " PHONE STATE LIC NO // CITY LIC NO *i\> »~^ \" V \Vj^, V; -* V.^^Sj^'V'1* ~>"*^>. PHONE f >S!1B LICENSE NO ,rfW**V C a C £>V\ "** (-W. 'S^fi j ""*^r^^ * PHONE LICE N.5 ErfN O . f .^ _-- BRANCH J. NO BDRMS --* NO HATHS? * *&• n REPAIR QMOVE n REMOVE H AA{/V $ tr 1 cf- ^WC -^ - ~_^-^ — V^-J ^ 0 N- ^ t' 1 - ,—-'<' ^' ,fT/\ / ^ ^ 6' rXlT I'^J -~CP 0, y ^ 'a1 PLAN CHECK FEE S ^x1' ^ "*" pEHM1T FEE s "-/ '/V* """"" _,. — " MICRO FILM FEE Type of r j •* Occupancy > ^ Const | fT, ' Group J " ^ Size of Bldg ^T 3.2/f |s<0 ot Max (Total) Sq Ft e^iO/£ Stones _Occ Load Fire Use / Fire Sprinklers Zone Zone ,' - / Required Qyes QNO OFFSTREET PARKING SPACESNo of * -, Dwelling Units Covered / SQ Ft ^ ' J Open Special Approvals Required Received Not Requited PLANNING DEPT HEALTH DEPT FIRE DEPT SOIL REPORT OTHER (Specify) ENGINEERING DEPT WATER DEPT WHENJ'ROPERLY VALIDATED {IN THIS SPACE) THIS IS YOUR PERMIT • PLAN CHciCK VALIDATION M O CASH PERMIT VALIDATION CK M O CASH TOTAL FEES $. INSPECTOR PLUMBING PERMIT APPLICATION City of CARLSBAD, CALIFORNIA 92008 Applicant to complete numbered spaces only Phone 729-1181 JOB ADD . LE6AL 1 OESCK OWN EF* 2 / ""^il-^t LOT NO ^A-A»!>Jrvj ^/ >-zs?<v BLK / CONTRACTOR , / -/ "* "^ V3 j i -/ &? }a^^/f^r^ S^yt^y^r,; ARCHiTE 4 t T OB &ESICNEB ENGINEER 5 COMPENSATION fNS CARRIER R -* >y * vj MAIL S MAIL MAIL MAIL f rf^" (_/ ' TBACT \ f-, / I x/ f~* i yH N / AttfiiEss 1 / --^ . PHONE STATE LIC NO CITY LIC MO ADQBESS PHONE LICENSE NO ADDRESS PHONE LICENSE NO ADDBE55 BRANCH USE OF aim o UNIT-"" j f ,/**/ "**• •**-** ' IsLJJ*,**: 8 Class of work Q-WEW {^ / ADDITION D ALTERATION D REPAIR 9 Describe work SPECIAL CONDITIONS APPLICATION ACCEPTED BY ff., ^ ^J -i PLANS CHEC"-EO BY APPROVED POR ISSUANCE BY DATE NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK TION AUTHORIZED IS NOT COMMENCED WITHIN CONSTRUCTION OR WORK IS SUSPENDED OR ABA PERIOD OF 120 DAYS AT ANY TIME AFTER MENCED 1 HEREBY CERTIFY THAT | HAVE READ AND E APPLICATION AND KNOW THE SAME TO 6E TRUE ALL PROVISIONS OF LAWS AND ORDINANCES GCTYPE OF WORK WILL BE COMPLIED WITH WHET HEREIN OR NOT THE GRANTING OF A PERT PRESUME TO GIVE AUTHORITY TO VIOLATE O PROVISIONS OF ANY OTHER STATE OR LOCAL LA CONSTRUCTION OR THE PERFORMANCE OF C SJ,&N«lVft£ OF CONTRACTOR OB^-*U T H O R 1 1 5ICNATU HE O*" OWNER II F OWNEB BU ILDE ED AGENT/" | J WHEN PROPERLY OR CONSTRUC 120 DAYS OR IF MOONED FOR A WORK IS COM XAMINED THISAND CORRECT )VERNING THISHER SPECIFIED vllT DOES NOT R CANCEL THEW REGULATING ONSTRUCTION (DATE) / (DATE) PERMIT FEES No /y *7_ ^ ^? 2- -n -?„ / Type of Fixture or Item WATER CLOSET (TOILET) BATHTUB LAVATORY (WASH BASlN) SHOWER KITCHEN SINK 4 DI5P DISHWASHER LAUNDRY TRAY CLOTHES WASHER WATER HEATER URINAL DRINKING FOUNTAIN FLOOR— SINK OR DRAIN SLOP SINK GAS SYSTEMS NO OUTLETS ^/ ~ V WATER PIPING & TREATING EQUIP WASTE INTERCEPTOR VACUUM BREAKERS LAWN SPRINKLER SYSTEM SEWER NUMBER CLEANOUTS *4 CESSPOOL SEPTIC TANK & PIT ROOF DRAINS ISSUANCE FEE S TOTAL FEES $ Fee $ f i 3 2* 3> 3 £ 3 4" / *W Of)^ CO oo Oo> C-'*-'' {_f_y & c^ 0^> ^u S « i>^> VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK MO CASH PERMIT VALIDATION CK M O CASH INSPECTOR ELECTRICAL PERMIT APPLICATION City of CARLSBAD, CALIFORNIA 92008 - -.-* r Applicant to complete numbered spaces only PhOtl© 729-1181 Permit No _ •"'? 1 *'>. JOS ADDRESS - LEGAL 1 DESCR ATTACHED SHEET) MAIL ADDRESS CONTRACTOR 3 6/«f MAIL ADDRESS STATE LIC NO CITY LIC NO "7 k 7 ARCHITECT OR DESIGNER MAIL ADDRESS LICENSE NO MAIL ADDRESS LICENSE NO COMPENSATION INS CARRIER WAIL ADDRESS USE OF BUILDING 8 Class of work D NEW D ADDITION Q ALTERATION D REPAIR 9 Describe work PERMIT FEES SPECIAL CONDITIONS SWIMMING POOL WIRING, NO INCREASE IN SERVICE No Each Fee APPLICATION ACCEPTED BV PLANS CHECKEDBY APPROVED FOR ISSUANCE BV NEW CONSTRUCTION, FOR EACH AMPERES OF MAIN SERVICE, SWITCH, FUSE OR BREAKER o NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC TION AUTHORIZED IS NOT COMMENCED WITHIN 120 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 CORRECTALL 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 NOTPRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THEPROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATINGCONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION NEW SERVICE ON EXISTING BLDG FOR EA AMPERE OF INCREASE IN MAIN SERVICE, SWITCH, FUSE OR BREAKER REMODEL, ALTERATION, NO CHANGE IN SERVICE, FOR EA AMPERE OF INCREASE TEMP SERVICE UP TO AND INCLUD- ING 200 AMP < n TEMP SERVICE OVER 200 AMP PER 100 SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT (DATE) ISSUANCE FEE SIGNATURE OF OWNER [IF OWNER BUILDER]TOTAL FEES WHEN PROPERLY VALIDATED (IN THIS SPACE! THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK M O CASH PERMIT VALIDATION CK M O CASH INSPECTOR ELECTRICAL PERMIT APPLICATION *- City of CARLSBAD, CALIFORNIA 92008 ^ ^ ->- Applicant to complete numbered spaces only PnOIIG 7 29-1181 Permit No JOS ADDRESS or •„. BLK .fQsEE ATTACHEO-SHEET) MAIL ADDRESS CONTRACTOR » _-* CltxL, STATE LIC NO ARCHITECT OR DESIGNER MAIL ADDRESS LICENSE NO ENGINEER.MAIL ADDRESS LICENSE NO COMPENSATION INS CARRIER MAIL ADDRESS USE OF BUILDING 8 -Classofwortc Q4jEW D ADDITION' D ALTERATION D REPAIR 9 Describe work SPECIAL CONDITIONS PERMIT FEES SWIMMING POOL WIRING, NO INCREASE IN SERVICE No Each Fee APPLICATION ACCEPTED BY PLANS CHECKED BY APPROVED FOR ISSUANCE BY NEW CONSTRUCTION, FOR EACH AMPERES OF MAIN SERVICE, SWITCH, FUSE OR BREAKER NOTICE THIS PERMIT BECOMES NULL AND VO'D IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 120 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 THISAPPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THISTYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOTPRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION NEW SERVICE ON EXISTING BLDG FOR EA AMPERE OF INCREASE IN MAIN SERVICE, SWITCH, FUSE OR BREAKER REMODEL, ALTERATION, NO CHANGE IN SERVICE, FOR EA AMPERE OF INCREASE TEMP SERVICE UP TO AND INCLUD- ING 200 AMP ) /?I I i \ TEMP SERVICE OVER 200 AMP PER 100 SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT (DATE)ISSUANCE FEE SIGNATURE OF OWNER (IF OWNER BUILDER)ID ATE)TOTAL FEES WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT, PLAN CHECK VALIDATION M o CASH PERMIT VALIDATION M O CASH INSPECTOR ELECTRICAL PERMIT APPLICATION City of CARLSBAD, CALIFORNIA 92008J* : Applicant to complete numbered spaces only Phone 729-1181 Permit No JOB ADDRESS T LEGAL 1DESCR ATTACHED SHEET) MAIL ADDRESS 3<*S /S 7 & CONTRACTOR MAIL ADDRESS STATE LIC NO CITY LIC NO ARCHITECT OH DESIGNER MAIL ADDRESS LICENSE NO MAIL ADDRESS LICENSE NO COMPENSATION |N5 CARRIEIR MAIL ADDRESS USE OF BUILDING 8 Classofwork D ADDITION D ALTERATION D REPAIR 9 Describe work SPECIAL CONDITIONS PERMIT FEES SWIMMING POOL WIRING, NO INCREASE IN SERVICE No Each Fee APPLICATION ACCEPTED BY PLANS CHECKED BY .1 APPROVED FOR ISSUANCE BV NEW CONSTRUCTION, FOR EACH AMPERES OF MAIN SERVICE, SWITCH, FUSE OR BREAKER O NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 120 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 THISAPPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THISTYPE 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 NEW SERVICE ON EXISTING BLDG FOR EA AMPERE OF INCREASE IN MAIN SERVICE, SWITCH, FUSE OR BREAKER REMODEL, ALTERATION NO CHANGE IN SERVICE, FOR EA AMPERE OF INCREASE TEMP SERVICE UP TO AND INCLUD- ING 200 AMP 3 '« TEMP SERVICE OVER 200 AMP PER 100 SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT (DATE)ISSUANCE FEE TOTAL FEES SIGNATURE Qr_JJWNER (IF OWNER 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 SECTION LIST CITY OF CARLSBAD BUILDING DEPARTMENT SINGLE FAMILY AND MULTIPLE FAMILY RESIDENTIAL PLAN (714)729-1181 ^WARNING PLAN CHECK FEES Where no action is taken by the applicant in 120 days, and no building permit is issued, all plan ofceck fees are forfeited to the city_. .„.. „, X&J0? jtC.#3^ Job Address «co^^> T&&. Contractor Occupancy Basic allowable bldg area> i — fl/i n <r*- ' // *- 1 LC/A5XH/? Owner Enaineer Tvpe of Construction 1st Floor 3rd Floor Valuation 2nd Floor 4th Floor Allowable Increase Due to. REQUIRED PLANS 1 Plot Plan 2 Foundation Plan 3 Floor Plan 4 General Framing 5 Foundation Details 6 Structural Details 7 Elevation Plans 8 Roof Plan 9 Index Sheet TO THE APPLICANT A Flag C D Correct Plans where corrections has been circled Corrections Incomplete, Indefinite or Faded Drawings or Calcu- lations not acceptable Required Engineer's or Surveyor's Calculations or Plans shall be signed in ink Reverse Plans may not be used Provide correct Plot Plan, Foundation Plan, Floor Plan and Elevations E The approval of plans and specifications does not permit the violation of any section of the Building Code'or other City, County or State Law GENERAL 1 Submit fully dimensioned Plot Plan, drawn to scale, including all easements on property 2 Show all existing and proposed buildings on Plot Plan 3 Show correct legal description on Plan 4 Show all Off Site Improvements, Driveway Approach, Light Standards, Fire Hydrants, Water Meters, Sub Structures, Trees, etc 5 Correct Lot Dimensions 6 Show existing and finish contour lines Ojpurvey qf T^-a rr.^.ffU.. o Indicate all grading to be done 9 Indicate Elevations of Garage Floor, and Street and Driveway 10 Indicate Centerhne and Edge Profil^of Driveway 11 Slope of driveway not to exceed w% 12 Indicate flow lines for disposal of surface water 13 La Costa approval required 13aSan Diego County Health Dept approval required 13bShow all requirements for handicapped U B C Section 1711 13cL C W D sewer receipt required ISdCoastal approval letter required 14 Carry water from under sidewalk through curb into street with cast iron pipe 15 Provide engineering calculations for engineer's moisture report 17 Grading permit required 18 Fire Dept approval required 19 Specify concrete mix (§> 2000 P S I minimum 20 Dimension footing sizes and clearance from grade 21 Show depth of footings below natural or undisturbed grade 22 Indicate pressure treated foundation still, or equal 23 Show foundation bolt size, spacing and penetration into concrete Vz' x 17 for masonry 24 Indicate clearance from grade to bottom of floor joists and girders 25 Show pier size, spacing and depth, into undisturbed soil 26 Show girder size, spacing and direction 27 Show all conditions of soils report on plans 28 Show positive drainage away from footings on site plan 5" fall in 6 feet 29 Specify minimum 18" x 24" access opening 30 Where expansive soils exist, planteis adjacent to found- ations are not recommended 31 Specify underflooi ventilation equal to 2 square feet for each 25 lineal feet of foundation plus one opening within 3' of each corner 32 Step footings when slope exceeds 1 10 FRAMING 33 Provide typical framing details 34 Specify all lumber giades Specify fue blocking at floor, ceiling cove and mid- height of walls over 10' in height Show diagonal bracing at each corner and every 25 feet of wall 37 Clarify bracing of _ wall 38 Show size, direction and spacing of floor joists 35 36 40 43 in .are overspanned 39 Double floor joists or. beam under parallel partitions Specify header size for openings over 4' Show double headers on edge 41 Insufficient beam size at Provide rafter ties where ceiling joists and rafters are not parallel 4'OC Indicate rafter size, span, spacing and direction 44 Show purlins on edge and indicate size Same size as rafters minimum 45 Brace roof framing to partitions 46 Indicate solid sheathing and 2 x 6 or 3 x 4 studs on first floor of three story construction 47 Show section through 48 Show planter box details and water proofing, Sec 2517 C7 51 Provide typical chimney details 52 Specify 2" minimum clearance between chimney and framing 53 Specify post protection when bearing on concrete 54 Provide parapet details 56 Specify inspection class required for 58 Provide drip screed 2" below mud sill 59 Indicate how required structural and fire resistive integrity will be maintained Where penetration will be made for electrical, mechanical, plumbing and communications conduits, pipes and similar systems Section 301 D 60 Clarify dimensions at , 61 Show window type, sizes and locations 62 Light and/or ventilation inadequate in _____ (1/10 floor area 12 square feet mm except bath- room) f IN MARGIN WHERE CORRECTIONS HAVE BEEN MADE j 63 Provide..vertical clearance and. horizontal clearance from range top to combustibles 64 Indicate attic scuttle (22" x 30" mm ) 65 Provide draft separation for attic area in excess of 2500 sq ft 66 Separate area between dropped ceiling and floor above to 1000 sq ft max 67 Specify stall shower mm width 30" minimum floor area 900 sq inches 68 Specify wall finish in shower area not to be adversely affected by moisture to 6' above the floor, and provide shatterproof doors 69 Water closet area minimum width to be 30" 70 Show material to be used under tile 71 Openings closer than to property line shall be of. 72 Show _hour construction .ceiling height 73 Show lateral cross bracing at garage plate line 74 Show bedroom window as exit, section 1304 ELEVATIONS 75 Indicate attic ventilation per section 3205 (c) 76 Show all eave overhangs and construction details 77 Dimension chimney height above roof (2'0" above roof withing lO'O") 78 Indicate finish and natural grade to property line 79 Show exterior wall finishes 80 Indicate 15# felt or equal on exterior walls ROOF 81 Note roof pitch 82 Indicate roofing material length & weather exposure on wood shingles 83 Show type, size and spacing of roof sheathing 84 Fire retardant roof required due to location in fire zone GARAGES 86 Garages not permitted to open into sleeping room 87 Provide separation on all walls and ceilings adjacent to living quarters 88 Specify door/window opening from garage/carport into STAIRWAYS AND EXITS 90 Provide handrails as required in Section 3305 (i) 92 Provide hour walls for stairwell 93 Indicate maximum rise and minimum run on stair 95 Provide balcony railing at 42" minimum height 36" O K for single family units 96 Provide intermediate rails d> 9" O C or equivalent for open type balcony & stair rails 97 Indicate 6' 6" minimum headroom clearance above stairway 98 Show stairway construction details 100 Occupant load requires exits from 101 Provide lights over stairways and public corridors 102 Show change in floor level at doors 1" max Sec 3303h 102aShow handrail extending 6" beyond the top & bottom risers & terminating in a post or safety terminal Sec 3305 (i) PLUMBING 103 Indicate location of water heater 104 Show temperature and pressure relief valves on water heaters with discharge lines to outside Sec 1007 105 Water heater not to be located in bathroom or under stairway or landing 106 Provide square inches of ventilation at top and bottom of water heater 107 Show water heater on 18 inch platform 108 Provide water pressure regulator Section 1007 (B) 110 Indicate material to be used and location of sewer line (If V C P use flexible compression joints only ) 111 Show two way clean out in yard box with 5' of build- ing ELECTRICAL 112 Provide minimum 100 Amp service Condos require 100 Amp panel for each unit 113 Show meter and panel location 113aShow fire warnings systems centered over stairs Section 1310 MECHANICAL 114 Indicate furnace size, locations & registers and return air (Size) 115 Indicate heating equipment m accordance with chapter 7 of Uniform Housing Code 116 Specify heating, air conditioning and ventilating equipment Installations to comply with the uniform mechanical code A Access F Ducts B Location G Ladder & Light C Combustion Air H Engineer's D Venting Calcs for E Return Air Roof Loads 117 Indicate location & type of fire dampers ELECTRIC 1975 NEC 1 Ground-fault protection required for outdoor and bathroom receptacles 210-8 2 At least one receptical shall be installed outdoors and garages 210-25b 3 Correct electric as shown on floor plan 4 Underground service is required Show on plans MISCELLANEOUS ITEMS 1 Bored holes and notching, show details as per Section 2518, (F), 10, 11 2 Provide Sq Ft areas of the following Living Garage Porches Patios Balconies. Glass 3 Insulation requirements A Show 6" insulation in ceiling (R-191 B Show 1 x block for insulation stop alAvenTs C Show 4" insulation in walls (R-ll) D Show exterior doors weatherstriped E Place the following note on plans These plans comply with the requirements of the California noise insulation standards SIGNED. DATE_ TITLE_ Show details of party wall and floor system and S T C or I C C rating of each ave desjqner sign and date plans (DATE) RECHECKED (DATE) THE FOREGOING CORRECTIONS HAVE BEEN MADE AND ARE UNDERSTOOD BY THE UNDERSIGNED OWNER - OR HIS AUTHORIZED AGENT INTERDEPARTMENTAL INFORMATION SHEET ING DEPARTMENT ADDRESS: DATE: RECEIVED Jill 5 1977— CITY OF CARLSBAD Building Department WING DEPARTMENT LOT SIZE LOT WIDTH ALLOWED \UNITS PROVIDED /KING SPACES REQUIRED AVERAGE ALLOWED &DING HEIGHT ALLOWED SETBACK:^^ It? SIDE SETBACK. fc &^ REAR SETBACK l&H TVIDED RUSIONS DSCAPE & t * * n l '4r * 4 IRRIGATION PLAN COMMENTS: *,^A.P* ^T fIRONMENTAL PROTECTION REQ: JITIONAL COMMENTS: NB^ftg"*tfc!Lt., \ 4-0 <5^* TO TO FINAL 9%^) r?: DATE -4 ^ DEPARTMENT "7^ z: >^/4 IMPROVEMENTSfINDUSTRIAL WASTE DRIVEWAV L 0 CATIONSfc CONNECTION GAD1NG P E RM I T DRAINAGEEASEMENTS LGAL DESCRIPTION ADITIONAL COMMENTS DATE q~t 3-OK TO FINAL0 TO ISSUE: FRE DEPARTMENT SPIIIKLING SYSTEM FRE ALARMS iqRE HYDRANTS FIRE PROTECTION EQUIP. EXITS LOCATION ADITIONAL COMMENTS TO ISSUE:DATE OK TO FINAL DATE WILLIAM S KROOSKDS S. ASSOCIATES W S KROOSKOS CIVIL ENGINEER AL VENTON ENGINEERING GEOLOGIST FOUNDATION ENGINEERING ENGINEERING OTOLOGY 432O VANDEVER AVENUE SAN DIEGO CALIFORNIA 9212O PHONE .£83 65O6 September 14, 1977 Mr. Gary Winans Hermosa Homes , Inc . 2551 State Street Carlsbad, California 92008 Job No. 77-5379 SUBJECT: Addendum No. Report of Lots 285f-308**and 347 La Costa Meadows Unit No. 2 Carlsbad, California Dear Mr. Winans: Please reference our Report of Site Inspection, dated August 22, 1977, for the above subject lots. +*- fPre-saturation and/or water tests required under Item 3 for J Type "A" lots in the Benton Engineering Report are not required / by our firm Please reference the Report of Certification of \ Compacted Fi11, prepared by Denton Enaincerinq Company, dated [September 1, 1971. Their Job No. 71-2-24D. /If you have any questions regarding this matter, please do not /hesitate to call. \ This opportunity to be of service is sincerely appreciated. 10 Respectfully submitted, WIT,CIATFS WSK:av (4) addressee WILLIAM S KflDQSKDS fi ASSOCIATES V V S KPOOSKOS CIVIL ENG1NFER FOUNDATION ENGI NtERING VU VLNTON ENGINEERING GEOLOGIST ENGINEERING GEOLOGY O2O VANDEVER AVENUE • SAN DIEGO CALIFORNIA 92I2O • PHONE P_33-65Oo '\uqust 22, l')77 '•r Gary Tinans sisrr^c^ Job _,,Ot 77-5379 ucrnosa '-owes, Inc 2051 State Street Carlbbad, California 92008 VJBJr.CT: RonorL of bite Insocction AUG241977 Lots 283, 30B f 3^7 La Costa U'-mlo^s I'nit LJo. 2 riTV A(? ^ABi eE5flr\ Carl,bJd. CaU.o^a CJTYOf CARLSBAD Hear ^r. l/i'ians En accordance \-ith your request, we have conducted site inspections and obtained disturbed sartoJes of the surface soils on the above subject lots located \n thir. La Costa '^eadows Unit i^o. 2 Subdivision- 7ho enclosed report sumnari^es the results of our inspections, test results of the typical bearing soils / and the recon~j>endatioris made by our firr\ Cor the proper desicjn of the proposed structures to be located on the subject lots. Our investigation reveals that: Lots 235 and 308 contain low expansive sandy clay soils. Lot 347 contains high expansive ola^ soils. Et is our opinion i£ the nropos.ou building foundations are proncrly reinforced witn steel, they v/il 1 be suitable for the support of the proposed duplex tyoe structures and the other improvements. T'ris oooortunity to be of service is sincerely appreciated. Very truly vours, UIuLIA ! S. KROOSKUS i, ASSOCIATES \!\ lliar^ S . rvroosl- os , President ;j,cr 11318 RT or r TVL ILSPI cvto:, LOT.; 23S, 308 & 347 I,A COf/:Y^ 'i,:\DOUb lUUV .JO. 2 CARLSBAD , CAu tro1?:, |A scopr;- "2l\ us report presents the find ings and results of our si to inspections and 1 inntccl soil invcstigata on at the sj-Le of tnc proposed duplex- residential buildings. It as our understand i ng that a single stor / dupJ ex structure \;il 1 be constructed on each of tne above subject lots, utilizj no concrete slab- on-oracle and wood-frame stucco construction. The p1ans available for our use consi^ted of tne grading plans for La Costa V'eadows unit Wo 2 prepared by Rick engineering Company, on a scale of J inch -- 50 feet, their Drm ing ^o 3434. rlne governing agency number is LS85G.* Since the sites have been previously graded and a Report of Certification or Compacted Pill has boon prepared o/ ben ton Engineering, the scope of our services v.as limited to the following: 1. Clas.si Cy the e^po^ed surface soils and determine the presence and effect of any exnansi ve soils that coulc1 cause detrimental damage to the proposed duplex type structures and the other iniprovenents. 2. Perform foundation and steel recommendations for proposed footings located in the expansive cla/ soils. 3. Deternine the safe soi1 bearing valae of the firm natural ground soiIs and the compacted fall soils least 90 percent of maxnrum dry density). (compacted to at 4. Deterrme any construction problems that may develop at the building si tc a& a result of the soil characteristic5» encountered. The three lots Jx us t UKJ stree lots. under investigai_ior nave been previously graded. :s and euros have been constructed adjacent to the surface consist rev i ew of tne e renoved :,ots 2o3 is a cut lot Tnc soi Is c., posed in the lo of 1 igiit tan , clayey sands and lj ght gray sands . /\ grading plan indicates tnat up to 20 feet of toilb ^ to construct this Lot. Lot 30 8 is a cut "lot located n n hard to excavate met a x/olanic rock . Sone clay is also mixed with the rock . Page Report of I, L to Inspection Lots 281),308 \ 347 T.c1 Costa rieadoi's I'n it Mo. Carlsbad, Cal i forma Job i:o. 77-5379 Lot 347 is located in a cut area, vmerc approximately 2 peet of soils nave been removed. The exposed surface toils in this lot consist of light brcn n to cjray-brovn cla/cy sands and clays. These clays possess moderate to high expansive characteristics. V Lf.LD T COAT JONS : Disturbed samples of the representative surface soils xere obtained from eacn lot and brought to the laboratory for testing. The following tests were performed on the sampled soils in order to properly classify thorn and to determine their physical and mechanical '-lochanica] Analysis . This test is conducted on order to deter nine tie percentage of grain size made in conformanoc vi th A. S . T . * , 422-34T . The of clay soils can be oc term mud from this tes t , is a Funet ion of percentage of colloids ( f j nes each soil type in . The analysis is potential expansivity s 3 nee expansivity less than . 00.1mm) . Compact ion lest • The laboratory compaction test is performed on the typical natural ground bear ing soils in accordance with A.S .T .M . Test ^lethod o 1557 (four inch diameter mold, five layers, 25 blows each layer , 10 pound hammer , 10 a rich drop, using all material passing a ^o . 4 sieve) . This test is conducted on the soils in order to determine the optimum moisture and the roa: imum dry density. The maximum density represents the value to which it is possible to compact the soil in the field with the proper conoactive effort . Lxpansion fpGst- An expansion test was conducted on the potentially expansive soils. This test ^as jar formed in accordance with the reauiremen ts set forth in Chapter G of trno County of San Diego Ordinance -io. c]assified as 2925, Te&t for I^pansi1 c Sc foilows L'xpansive soils are L\oans ivitv 0 to 3 Percent 3 to fj Percent £ to 1 I Percent Above J 2 Percent ^cording to the County of San general, soils th.it posse-si, a b co ->5idorcd to be non-c> pansive . Low led i urn Ligh Very I.ign ii ego ^cst for I,, pan S3 vc Soils, in all lass than three percent are A:ID HT COMMI \DATI The followLng summarized conclus ions and recommendations are based on the analysis of all the data and informataon obtained from the fc-r age Report of S L tc J nvocation Lots 2CJ, 303 &, 347 I, a Costa \eaaows "nit l^o. Carlsbad, Callforn ia Job f'o. 77-5379 si to in spec t ions . Tins includes our visual inspection of the buildi ng s iLcs, field investigations ana laboratory tests on the typical bearing soi Is , and our general Know] edge and e\penence \/j th these son Is . 1 , Since it is tne intention of construe ting the proposed structures and otncr improvements on the oxnans i vc natural ground soils , then it is recommended tnat the following work DC performed. Lots 285 30S - The SOL Ls in these lots possess a swell of from two to six nor cant as measured bv the aforementioned test . s . The continuous oerimeter foundations shall extend a minimum depth of 12 inches into tne firm natural ground. The conti nuous foundations shall be reinforced with at least two Mo. 4 steel bars ; one bar shall be placed near the top of the foundation and tne other b^lr shall be placed near the bottom. b. The concrete floor siabs oL tne structures shal1 be founded on at leas t two ircht s tnjck of granular base materials such as non-expansive sands, crushed gravel or equal. It is reconmended that the concrete slabs with3 n the dwelling areas be reinforced with 6\G - 1C/10 steel '/ire mesh c. Concrete slabs, such as patios, oool decking, driveways, sidewalks, etc. , and asphalt pavement Mia 11 be founded on at least two inches thick of non-expansive soils. Lot 347 The soils j n th Ls lot possess a Swell of as measured by the af orementjoned test. from six to ten percent b The continuous pcri.reter foundations shall exte.id a mninium. deoth of 24 inches into the fir?1 natural ground. Tne continuous foundations shall be reinforced with at least two ITo. 4 t, teel bars; one bar sha 11 be placed near the top of the foundation and the other oar shall be placed near the bottom. I1 no concrete f loot: s Labs of tne structure and garage shall be founded on a t least 4 i riches thick of granular base materials ^uch as non-expansive sands, crushed rock or equivalent. It is recommended thnt the concrete slau in the dwelling area be reinforced with f> *"G - 10/10 steel wire mesh. i ii ! ' i I" Page 4 Icport of Site Inspection Lots 2S5, 308 & 347 La Costa fleadows Unit IJo. Carlsbad, California JOD fjo. 77-5379 c. Concrete slabs, such as patios, pool decking, driveways, sidewalks, etc., and asphalt pavement shall be founded on 2 inches thick of non-expansive soils. foundations and footings of the oronosed single story residential-duolex type structures nav be designed for a maxinun of 2,000 pounds per scuare foot when followinc the aforementioned recommendations. This a]lowable soil bearing value nay be increased one-third for design loads that include wind or seismic analysis. Foundations and footings of the orooosed structures, vails, improvements, etc., when founded f LVC feet and further away fron the top of the compacted fill slopes may be of standard design nee ting the reauirenonts of the governing agency. If proposed foundations and footings arc located closer than five feet inside the top of compacted fill slope, they shall be deepened one foot below a 1.5 horizontal to 1.0 vertical line nro3ected downward and outward fror? a point five ^eet horizontally inside the top of contacted fill slqpe. 4. The compacted fill soils of the fill slope possess they have been certified of maximum dry "density or improvements such as wall pool, driveways, asphalt five feet of the face of differential movement as of these soils. that occur within five feet of the face poor lateral stability, even though to a relative compaction of 90 percent better. Proposed structures and other s, fences, patios, sidewalks, swimming pavement, etc., that are located within compacted fill slope could suffer a result of the poor lateral stability C. Adequate measures shall be undertaken to properly finish grade each lot {after the structures and other improvements are in place), such that drainage waters from the lots and the adjacent nroperties are directed away from the building foundations, footings and floor slabs towards the street or the natural drainage direction for the subdivision. Prooer drainage will insure that no waters will seek the level of the foundations, footings, and floor slabs towards the street or the natural drainage direction for the subdivision. Proper drainage will insure that no waters will seek the level of the foundations, footings and floor slabs which could result in undermining of the bearing soils and differential settlement or uplift of the structures and other improvements. This recommendation is especially important during the rainy season when poor drainage during construction could allow water to saturate underneath the garage and dwelling slab areas. \ny backfill soils placed in utility trenches or behind retain- ing walls which support structures and other improvements, such as patios, sidewalks, driveways, pavement, etc., (other than Report of Site Inspection Lots 285, 30S & 347 La Costa "'oadows Unit Jo. '2 Carlsbad, California Page 5 Job No. 77-5379 landscaoing) shall be compacted to at least 90 percent of maxinun dry density. 7. Future swimming pools and appurtenances, and/or other subsurface structures that are founded in potentially expansive clay soils shall be properly designed and reinforced with steel following the recommendations of a structural engineer or soils engineer. S. All of the other recommendations summarized in the Report of Certification of Compacted Fill by Benton Engineering dated Septenber 1, 1971, their Project Lio. 71-2-24O, which have not been enumerated and/or modified herein shall be applicable for the proper design of the proposed structures and the development,of the site to receive the contemplated improvenents .IMITATIONS: The conclusions and recommendations made in this report were obtained front-site inspections and tests performed by our firm. They are applicable only to our services during this time and are representative of the site at the tine our report was prepared. Ue are not to be held responsible for subsequent changes nade to the site by others which directly or indirectly causes poor surface drainage and/or water erosion. t. '- iV • ', If you ^have any questions concerning our report,' please do not hesitate to call. us." "«TS Urailan S.Krooskos, President 11313 ) Addressee 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008 (714) 729 1181 DATE: ' November 3, 1977 TO: Hermosa Housing FROM: City of Carlsbad, Building Department SUBJECT: Duplex buildings located at: 2726/2728 Anta Court v 2831/2833 Cebu Place 2825/2827 Cazadero These buildings are not condominuims but have been built to condominium standards. Ray W Green Senac/r Building Inspector 1200 ELM AVENUE H ^$2? . HI TELEPHONE CARLSBAD, CALIFORNIA 92008 »WtW tf/'J (714)729-1181 €itp of CartebabDecember 6, 1977 c Hermosa Housing Corporation 2551 State Street Carlsbad, California 92008 SUBJECT: Proposed Minor Subdivision Ho. 365 Lot 308 of La Costa Meadows No. 2 Whereas the requirements of the California Environmental Quality Act and the City of Carlsbad Environmental Protection Ordinance of 1973 relating to the subject proposed parcel map have been examined by the Planning Director and declared to have a non- significant impact upon the environment; and whereas negative findings delineated by Section 20.24.130 of the Carlsbad Municipal Code have not been made; and whereas this minor subdivision is found to be in conformity with the General Plan of the City of Carlsbad; therefore, a final decision has been made to approve the subject tentative parcel map subject to the following conditions: 1. All structures within this subdivision shall be constructed to meet Building Department requirements for condominium developments. 2. The subdivider shall provide separate sewer laterals and separate water, gas and electric services with meters to each of the units. 3. The subdivider shall siqn a written statement to the effect that he has read Section 66427.1 of the Subdivision Map Act and that he shall make the required notifications to the tenants. 4. All required fees and deposits shall be paid prior to Final Map recordation. See attached list. 5. The tentative parcel map approval shall expire one year from the date of the letter containing the final decision for tentative map approval. /Riddle :ipal Civil Engineer For\jTim Flanagan, City Engineer TCF:GJR:FNL:ms c: R. J. and R. R. Toal, Inc. 139 Avenida Navarro San Clemente, CA 92672 Building Department J FEES AND DEPOSITS MINOR SUBDIVISION NO. 365 LOT 308 LA COSTA MEADOWS MO. 2 Final Map Check Fee $ 100.00 Park in Lieu Fee 1,082.16 Duplicate Tracings Deposit 50.00 TOTAL $1,232.16 * * Does not include any fees which may be required by public utility agencies pursuant to Condition No. 2. Owner's Name: LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE Hermosa Housing Devleopment Phone No. 729-7964 Mailing Address: 2551 State Street Carlsbad Alisma Streetbervice Address: Tr*ct Description: La Costa Meadows JJnit #7- Type of Building: Duplex No. Units Lateral Size: 4" 6" Extra footage: @ $ Extra depth: _^_____ @ $ Connection Charge $1,200.00 Saddle: Easement Connection Lateral Charge Total 255.00 $1,455.00 Amount Rec'd $ 1,455.00 How Paid _ck#7707 Date Paid Rec'd by uetbert 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 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 APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. THE APPLICANT, 01 HIS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIR] ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLECTION LINE WITHOUT PRIOR APPROVAL ANI 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 service charge, billed bi-monthly in advance. The rate will be governed by the use of the property, single family, multiple dwelling or commercial. 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 tc the conditions as stated: UJ 6/8/7 69042. Account No. 4- - 1