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Home My WebLink About2821 CACATUA ST; ; 77-4173; PermitCity af CARlS8AD, CALIFORNIA 92008: LL 4tT4CUCD SULC IO Chrcly, of use from chr* of ruI to I1 Valwtian of work: $ wb PLAN CHECK FEE w$* 4 PERMIT FEE 6 w* P MICRO FILM PEE PECIAL CONDtTIONS: Group , SEPARATE PERMITS ARE REQUIRED FOR aECTR1CAL. PLUMB- ING, HEATING, VENTILATING OR AIR CONDtTIONlNG. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 190 DAYS,OR IF CONSTRUCTION OR WORK ISSUSPENDED OR ABANDONED FOR A ME NCE D. PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- PLANNING DEW. SOtL REPORT I HEREBY CERTWY THAT I HAVE READ AND EXAMINED THIS ENGINEERING Mff. APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS WATER DEPT. TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIV'E AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING COmUCyzaC, QR TH&,-PERFOR&#ANCE OF CONSTRUCTION. - . .. -- TOTAL FEES $ DATE FOUNDATIONS: SET BACK TR + REMARKS INSPECTOR RE FC WE - 1 CONCRI FRAMlh INT. LA EXT. LC MASON1 FINAL USE SPAC c w REQUE-ST FY)CTIO TIME: INSPECTOR PERMIT NO. DATE: /L OWNER /. -4 -. ADDRESS 0 FO 0 REINFORCING STEEL 0 MASONRY 0 GROUT - GUNlTE 0 FLOOR AND CEILING FRAME 0 SHEATHING 0 FRAME 0 EXTERIOR LATH 0 INSULATION K OR DRYWALL 0 UNDERGROUND WATER 0 ROUGH PLUMBING 0 TOP OUT PLUMBING 0 SEWER AND PLKO 0 TUB OR SHOWER PAN 0 GAS TEST READY FOR INSPECTION: MONDAY TNESDAJ \' 0 TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE 0 CEILING HEAT 0 G.F.I. 0 COMBUSTION AIR 0 PATIO 0 SIGN 0 GRADING 0 DRIVEWAY 0 CONDITIONED AIR SYSTEMS t HURSDAY 0 FRIDAb fWEDNESDAY - @ 48/-/f7# 0 A.M. 0 P.M. SPECIAL INSTRUCTIONS - I A c PHONE NO. PERSON TAKING REPORT A*+- - L. LEGAL I DEaCR. PLUMBING PERMIT APPLICATION 1 SHOWER I COMPENSATION INS. MAIL ADDMESS SRANCN USE OF OUILDING LPPLlCATlON ACCEPTED BY CI. #d*,/Y B w, QH, 'k89 J j Class of work: O[NEW 0 ADDITION 0 ALTERATION 0 REPAIR PLANSCHECKED BY APPROVED FOR ISSUANCE BY DATE ;PECI AL CONDITIONS : # CLOTHESWASHER . WATER HEATER URINAL DRINKING FOUNTAIN SIGNATURE OC CONTRACTOR OR AUTHORIZED AGENT (DATE) 4 SICNATURC OF OWNLR (IC OWNER BUlLDLRI (DATE1 FLOOR-SINK OR DRAIN SLOP SINK I a GAS SYSTEMS: NO. OUTLETS 7 fS WATER PIPING & TREATING EQUIP. WHEN PROPERLY VALIDATED (IN PLAN CHECK VALIDATION CK. M.O. CASH PERMIT FEES No. I Type of Fixture or Item Fee -3 I WATER CLOSET (TOILET1 ' IS 4l <-, BATHTUB LAVATORY (WASH BASIN) I, II DISHWASHER I #I<& I LAUNDRY TRAY I 'I I WASTE INTERCEPTOR II I VACUUMBREAKERS II CESSPOOL SEPTIC TANK 4 PIT ROOF DRAINS I ISSUANCE FEE $7 33 TOTAL FEES +IS SPACE) THIS IS VOUR PERMIT PERMIT VALIDATION cn. M.O. . CASH INSPECTOR ELECTRICAL PERMIT APPLICATDN'" ?~~~**' *. I r 5PEClAL CONDITIONS: VCLlCATlON ACCEPTED OY PLANS CHECKED BY APPROVED FOR ISSUANCE BY NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 120 OAYS,OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 OAYS AT ANY TIME AFTER WORK IS COM MENCED. SIGNATURE OF 0 WNER [IF OWNER BUILDER) (DATE1 WHEN PROPERLY VALIDATED (IN PLAN CHECK VALIDATION CK. M.O. CASH I ?LRMIT FEES SWIMMING POOL WIRING, NO INCREASE IN SERVICE NEW CONSTRUCTION, FOR EACH AMPERES OF MAIN SERVICE, SWITCH, FUSE OR BREAKER FOR EA. AMPERE OF INCREASE iI IN MAIN SERVICE, SWITCH,- FUSE OR BREAKER -~ REMODEL, ALTERATION, NO CHANGE IN SERVICE, FOR EA. AMPERE OF INCREASE TEMP. SERVICE UP TO ANP. INCLUD- ING 200 AMP. I 1 I I I/ TEMP. SERVICE OVER 200 AMP. PER 100 ISSUANCE FEE II TOTAL FEES 7- I - HIS SPACE) THIS IS YOUR PERMIT PERMIT VALtDATlON CK. M.O. CASH INSPECTOR p'g)*Q-li ' 'j ' ' MECHANICAL PERMIT APPLICATTON' 79 -ay5 City of CARLSBAD, CALIFORNIA 92008 applicant to complete numbered spaces only. Phone 729-1181 Permit No. SPECIAL CONDITIONS: 3 4 5 MAIL ADDRESS PHONE LICENSE NO. LNCINLLR MAIL ADDRESS PHONE LICENSE NO. Typeof Fuel: Oil 0 Nat. Gas LPG. 0 ' PERMIT FEES 1- No. Type of Equipment F8e Air Cod. Units-H.P. Ea. $1 Refrigeration Units-H.P. Ea. B Class of work: 4EW 0 ADDITION 0 ALTERATION 0 REPAIR I I Boilers-H.P. Ea. Ill WHEN PROIERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH INSPECTOR Gas Fired A.C. Units-Tonwe Ea. 1 . M €a. j Forced Air Systems-B.T.U.s%:f,M 1 APPROV,ED FOR ISSUANCE BY Gravitv Svstems-B.T.U. M Ea. APPLICATION ACCEPTCO BY PLANS CHECKED BY NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 120DAYS.OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A MENCED. PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- I HEREBY CERTIFY THAT I HAVE REA0 AN0 EXAMINED THIS APPLICATION AN0 KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIEO WITH WHETHER SPECIFIEO HEREIN OR NOT THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIV'E AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. CORRECTION LIST (714) 729-1181 CITY OF CARLSBAD BUILDING DEPARTMENT SINGLE FAMILY AND MULTIPLE FAMILY RESIDENTIAL PLAN *WARNING: PLAN CHECK FEES: Where no action is taken by the applicant in 120 days, and no building permit is issued, all plan check fees are forfeited to the city. Job Address: Contractor: Engineer Occupancy Type of Construction Valuation REQUIRED PLANS 1. Plot Plan 6. Structural Details 2. Foundation Plan 7. Elevation Plans 3. Floor Plan 8. Roof Plan 4. General Framinq 9. Index Sheet adwnj&3? TO THE APPLICANT C. D. E. 1 A. Correct Plans where corrections has been circled. Flag orrec tions. 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. 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 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. 3. Correct Lot Dimensions. 8. Indicate all grading to be done. 9. Indicate Elevations of Garage Floor, and Street and Driveway. 10. Indicate Centerline and Edge ProfilLof Driveway. of driveway not to exceed 18% flow lines for disposal of surface water. /#“t approval required. l3aSan Diego County Health Dept. approval required. 13bShow all requirements for handicapped. U.B.C. 13c .C.W.D. sewer receipt required. dCoastal approval letter required. water from 14. Carry Section 1711. Q under sidewalk through curb into street with cast iron pipe. 15. Provide engineering calculations for vide engineer‘s moisture report. ding permit required. 18. Fire Dept. approval required. 19. Specify concrete mix @ 2000 P.S.I. minimum. imension footing sizes and clearance from grade. 21. how depth of footings below natural or undisturbed 22. Indicate pr sure treate foundation still, r equa 23. Show foundation bolt size, spacing and penetration nrade.afl into concrete. V2” x 17” for masonry. an?! girders. 25. Show pier size, spacing and depth, into undisturbed , soil. 26. Show girder size, spacing and direction. 2 . how positive drainage away from footings on site 29. Specify minimum 18” x 24“ access opening. 30. Where expansive soils exist, planters adjw to found- ations are not recommended.#O 31. Specify underfloor ventilation equal to 2 square feet for each 25 lineal feet of foundation plus one opening within 3’ of each corner. Show all conditions of soils report on plans. & plan. 5” fall in 6 feet. 32. Step footings when slope exceeds 1 : 10. FRAMING 33. Provide typical framing details. 34. Specify all lumber grades. 35. Specify fire blocking at floor, ceiling cove and rnid- 36. Show diagonal bracing at each corner and every 25 height of walls over 10’ in height. feet of wall. 38. Show size, direction and spacing of floor joists in are overspanned. 39. Double floor joists or beam under parallel partitions. 40. Specify header size for openings over 4’. Show double headers on edge. 41. Insufficient beam size at 42. Provide rafter ties where ceiling joists and rafters are not paralle!. 4’ O.C. 43. Indicate rafter size, span, spacing and direction. 44. Show purlins on edge and indicate size. Same size as 45. Brace roof framing to partitions. 46. Indicate solid sheathing and 2 x 6 or 3 x 4 studs on 47. Show section through 48. Show planter box details and water proofing, Sec. 51. Provide typical chimney details. 52. Specify 2” minimum clearance between chimney and 53. Specify post protection when bearing on concrete. 54. Provide parapet details. 56. Specify inspection class 58. Provide drip screed 2” below mud sill. 59. Indicate how required structural and fire resistiv 37. Clarify bracing of wall. rafters minimum. first floor of three story construction. 2517 C7. framing. required for integrity will be maintained. Where penetration w be made f,or electrical, mechanical, plumbing a communications conduits, pipes and similar syster Section 301 D. 60. Clarify dimensions at 6 1. Show window type, sizes and locations. 62. Light and/or ventilation inadequate in (1/10 floor area - 12 square feet min. excep’ room). **\inTE TIT nnnrzC1N WHERE f!ORREf!TTONS HAVE REEN MADE I 83. Provide, vertical clearance and horizontal clearance from range top to combustibles. 64. Indicate attic scuttle (22” x 30” min.) 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 min. 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. 7 1. Openings closer than 72. Show ceiling height. 73. Show lateral cross bracing at garage plate line. 74. Show bedroom window as exit, section 1304. to property line shall be of hour construction. 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 78. Indicate finish and natural grade to property line. 79. Show exterior wall finishes. 80. Indicate 15# felt or equal on exterior walls. roof withing 10’0’’). ROOF 81. Note roof pitch. 82. Indicate roofing material length & weather exposure 83. Show type, size and spacing of roof sheathing. 84. Fire retardant roof required due to location in on wood shingles. fire zone. GARAGES 86. Garages not permitted to open into sleeping room. 87. Provide separation on all walls 88. Specify- doorlwindow opening and ceilings adjacent to living quarters. from garagelcarport into. STAIRWAYS AND EXITS 90. Provide handrails as required in Section 3305 (i). 92. Provide 93. Indicate maximum rise and minimum 95. Provide balcony railing at 42” minimum height. 36” 96. Provide intermediate rails @ 9” O.C. or equivalent 97. Indicate 6’ 6” minimum headroom clearance above 98. Show stairway construction details. hour walls for stairwell. run on stair. O.K. for single family units. for open type balcony & stair rails. stairway. 100. Occupant load requires exits 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 (If V.C.P. use flexible compression joints only.) 11 1. Show two way clean out in yard box with 5’ of build- line. ing. ELECTRICAL 112. Provide minimum 100 Amp. service. Condos require 113. Show meter and panel location. 113aShow fire warnings systems centered over stairs. 100 Amp. panel for each unit. Section 1310. ocations & registers and return air. (Siz 115. Indicate heating equipment in 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 Roof Loads E. Return Air 117. Indicate location & type of fire dampers. ELECTRIC 1975 N.E.C. 1. Ground-fault protection required for outdoor and t one receptical shall be installed outdoors bathroom receptacles 210-8. Correct electric as shown on floor plan. 1. Bored holes and notching, show details as per Section 2518, (F), 10, 11. 2. Provide Sq. FtAreas of the following: s+&y? 9 P Living &IS -* Garage) -- Porches Patios Y /I Balconies -- Glass ”.. rc 3. Insulation requirements: 2ec A. Show 6” eiling. (R-19)- stop atkents. C. Show 4“ insulation in walls (R-11) 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 c DATE TITLE F. Show details of party wall and floor system and S.T.C. or I.C.C. rating of each. RECHECKED (DATE) THE FOREGOING CORRECTIONS HAVE BEEN MADE AND ARE UNDERSTOOD BY THE UNDERSIGNED: OWNER - OR HIS AUTHORIZED AGENT ECEI'VED INTERDEPARTMENTAL INFORMATION SHEET t \PLANNING DEPARTMENT / UNIYS ALLOWED PARKING SPACES REQUIRED PROVIDED BUILDING HEIGHT ALLOWED PROVIDED 2 COVEMGE ALLOWED /' < FRONT SETBACK: REARZBYK: T-L, ~ ~~ )bC ALLOWED PROVIDED 5k(/ 7c 1 ??7 /7hl./;\ 2-5 3 ' INTRUSIONS I: !LANDSCAPE & IRRIGATION PLAN COMMENTS: ENVIRONMENTAL PROTECTION REQ: ADDITIONAL COMME,NTS: ENGINEERING, DEPARTMENT^^^ fldv .. R.O. W.&%~S~ INDUSTRIAL' WASTE A..1/A ~MEROVEMENTS ac .- ;d -9 SEWER CONNECTION Ldab DRIVEWAY LOCAT'?%!!&&& 4Fi.e GRADING PERMIT 04~~- EASEMENTS &e DRAINAGE/% M%. G.4 LEGAL DESCRIPTION L&S +3? I I 5441, &coslLsMd Cc)~S,A+= 707c ADDITIONAL COMMENTS 5- ab+ Hw S OK TO ISSUE:~L DATE 6/2/77 PwIelu, OK TO FINAL~c DATE(/--@ eo *! I t - (1 (f 29m CLLl@#qW~2 aft ELL--- FIRE DEPARTMENT S P P'I liKL I NG S Y S TEM FIRE PROTECTION EQUIP. FIRE ALARMS EXITS FIR'E HYDRANTS LOCATION $ I ADDT,TIONAL COMMENTS I i 1 DATE I , OK $0 ISSUE: DATE OK TO FINAL 1 ij I I WATER DEPARTMENT I' DATE ---..-.- __ T. L. CONSTRUCTION BUILDING CONTRACTORS 134 E. CLIFF STREET, SOLANA BEACH, CALIFORNIA 92075 TELEPHONE (714) 481-1474 July 5, 1977 City of Carlsbad Building Department 1200 Eilm Ave Carlsbad, Calif. Gentlemen : With respect to foundation recommendattons for lot 511, we will comply with the engineer4s recommendations and will attach a copy of thh letter to the stamped set of plik~s on the job. Sincerely, T.L. Construction Thomas D. Elliott Pres iden t f BENTON ENGINEERING, INC. APPLIED SOIL MECHANICS - FOUNDATIONS 6717 CONVOY COURT BAN DIEGO, CALIFORNIA BPI11 PHILIP HENKING RENTON CRLS1DLNT - CIVIL ENGINEER June 28, 1977 TELEPHONE (714) 565-1955 T. L, Construction Company 124 East Cliff Solona Beach, California 92075 Subject: Project No. 77-6-15M Special Foundation and Slab Pesisr, Lot 511 La Costa Meadows Unit No. 3 Carlsbad, California Gent I em en : This is to present recommendations for the special design of foundations and floor slabs on the subject lot in La Costa Meadows Unit No. 3. Due to the difficulty encountered in obtaining satisfactory moisture penetration into the very firm subsoils encountered on this lot, two alternate designs are presented as fGiIOWS: 1 . 2. Use the specially designed post-tensioned slab and fomdation system being used on expansive soil conditions in certain other areas of La Costa, Use the special design as recommended for this lot in our previous report on La Costa Meadows Unit No. 3, Project No. 71-7-17D, dated October 19, 1972 with one exception. #3 bars at 18 inches center to center in both directions in lieu of. the 6 x 6-10/10 welded wire reinforcement. The floor slab should be reinforcedwith Additional moisture will not have to be added to the subsoils if either of the above recanmended designs are used. Rsspec t ful I y subm it ted , BENTON ENGINEERING, INC. By RP&- R.C. Reviewed b R.C.'E. No. 10332 - Distr: (3) Addressee BENTON ENGINEERING, INC. APPLIED SOIL MECHANICS - FOUNDATIONS 6717 CONVOY COURT BAN DIEGO. CALIFORNIA 92111 ,$ PHILIP HENKING BENTON June 17, 1977 CRLSIDCI(T . CIVIL LNGINCER i' f . T.L. Construction Co. ? 124 East Cliff Solons Beach, California 92075 I. *. 1 *. Subject: Project No. 77-6-15M Moisture Contents in Subgrade Soils La Costa Meadows Unit No. 3 Car Is bad, Ca I i forn ia Lot 437 4 Lots 437 and 564 Lot 564 * 1 ; TLLLPHONL (714) 565-1955 2733 Unicornio Street 2822 Esturion Place Gentlemen: This is to report the results of tests to determine the moisture contents of the soils in the upper three feet below finished grade in the proposed building area at the subject lots in Carlsbad, Cal ifornia . The soil samples were obtained on June 16, 1977 and the results of the moisture determinations are presented as follows: Depth of Sample Approximate Below Existing Moisture Content Lot Nos. Location of Samples Grade in Feet ?6 dry wt 1 437 Nort heas i-e rl y port ion 1 21 .o of the building area 2 26.0 (Front portion) 3 25.0 564 Southwest e I- I y portion of the building area (Rear portion) South corner portion of the building area (Front portion) 1 2 3 1 2 3 18.5 17.7 25.5 23.9 16.6 21.3 North corner portion -'1 18.5 of the building portion 2 25.8 (Rear portion) 3 20.1