The URL can be used to link to this page

Home My WebLink About1763 CAPE MAY PL; ; 79-1547; PermitMODEL NO. BUILDING PERMIT APPLICATION City of CARLSBAD, CALIFORNIA 92008 S'S3/79667l __ 190.60 BP Applicant to complete numbered spaces only. PnOIIB 729-1181 Permit Nn /r~~ ^ ' / 1763 Cape May Place ASSESSOR'S PARCEL NUMBER -LEGAL I OESCR.89 Oarlibad QSEC72-lff 207 PAGE 312 11 MAIL ADDRESS Dr, & Mrs. Kelvin Soottfc 1763 jGagpe May Place 92008 729 -744. Q, CONTRACTOR CITY UIC. NO. Severino Construction 865 Grand Ave« V729-68 OR DESIGNER MAIL AODI Severino Construction " ARCHITECT OH DESIGNER wlAIL ADDRESS LICENSE NO. Robert Prater Associates 758-9144 ROE 181P1 COMPENSATION INS. CARRIER AID(Fred Norman InsuranceS65 grand Avenue BRANCH Carlsbad USE OF BUILDING Single Family Residence NO. BDRMS.NO. BATHS. 8 Class of work: D NEW ADDITION D ALTERATION D REPAIR D MOVE D REMOVE 9 Describework: 10 Change of use from Change of use to 11 Valuation of work: $PLAN CHECK FEE $63 2-PERMIT FEE $ / 3*1. SPECIAL CONDITIONS:Typ Const e of . I st. (/•*• Occupancy Group MICRO FILM FEE No. of Stories Max. Occ. Load APPLICATION ACCEPTED BY PLANS CHECKED BY APPROVED FOR ISSUANCE BY Fire Zone Use Zone Fire Sprinklers Required Qves DNO Mo. Of Dwelling Uni OFFSTREET PARKING SPACES: I No. Sq. Ft. OpenNo.Covered 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 120DAYS.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 THISTYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIEDHEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOTPRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THEPROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATINGCONSJJIUCTION OR THE PERFORMANCE OF CONSTRUCTION. Special Approvals PLANNING DEPT. HEALTH DEPT. FIRE DEPT. SOIL REPORT OTHER (Specify) ENGINEERING DEPT. WATER DEPT. ATUHI Of CON TRACTOR "OR AUTHORIZED AGENT SIGNATURE OF OWNER (IT OWNER BUILDER)IOATE) Required Received Not Required WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK.M.O.CASH PERMIT VALIDATION CK.M.O.CASH TOTAL FEES $. INSPECTION RECORD FOUNDATIONS: SET BACK TRENCH REINFORCING FOUNDATION WALL & WEATHER PROOFING CONCRETE SLAB FRAMING INT. LATHING OR DRYWALL EXT. LATHING MASONRY FINAL DATE /& //cy?? REMARKS •> INSPECTOR * . *h*^4t^ USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. PLUMBING PERMIT APPLICATION City of CARLSBAD, CALIFORNIA 92008 Applicant to complete numbered spaces only. PhOHG 729-1181 Permit Nn. JO* ADDR ESS 1*^3 Capa May Placa * LOT NO. ILK TRACT loist.. 89 Carlebad Tract Jf®* 72-18 OWNER MAIL ADDRESS ZIP PHONE 2 3>r. * Rrs. Xalvlfc Scott 1753 Cap* *9T *la«« 729*7449 CONTRACTOR MAIL ADDRESS PHONE STATE LIC. NO. CITY LIC. NO. 3 Saw*4ii# Construction 865 Grand Ava 729*6849 301508 16703 ARCHITECT OR DESIGNER MAIL ADDRESS PHONE LICENSE NO. 4 » » If « ft ENGINEER MAIL ADDRESS PHONE LICENSE NO. 5 ' - , . COMPENSATION fNS. CARRIER MAIL ADDRESS 6 Aid (Trad Koroac Inaoranca) 065 1 / IJ^ Jntfcdfc*' RRANCH ;ri*id Awm* Carl abed USE OF BUILDING 7 Stngla family Saeldaaoa 8 Class of work: D NEW OKDOITION D ALTERATION D REPAIR 9 D«cr*ework: Add SaOOBd PlOOr SPECIAL CONDITIONS: APPLICATION ACCEPTE D BY PLANS CHECKED BY APPROVE D FOR ISSUANCE BY . DATE NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 120DAYS.OR IF CONSTRUCTION OR WORK ISSUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- MENCED. 1 HEREBY CERTIFY THAT 1 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 THEPROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATINGCONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. V^r •'if t.r. / J~*~ff'J.. <*•»»*•-*>• 3/J '?/'?& SICNATURE Or>CONTRACTOR"OR AUTHORIZED AGENT (DATE) ..,, , - PERMIT FEES No. -* 2 -3. '"> Type of Fixture or Item WATER CLOSET (TOILET) BATHTUB " LAVATORY (WASH BASIN) * SHOWER :. KITCHEN SINK <• DISP. DISHWASHER LAUNDRY TRAY CLOTHES WASHER WATER HEATER URINAL DRINKING FOUNTAIN FLOOR— SINK OR DRAIN SLOP SINK GAS SYSTEMS: NO. OUTLETS WATER PIPING & TREATING EQUIP. WASTE INTERCEPTOR VACUUM BREAKERS LAWN SPRINKLER SYSTEM SEWER NUMBER CLEANOirrs CESSPOOL SEPTIC TANK * PIT ROOF DRAINS ISSUANCE FEE $ TOTAL FEES $ WHEN PROPERLY VALIDATED UN THIS SPACE) THIS IS YOUR PERMIT Fee $ 4 & £j -* i0 *& -£ 1 r*r *" PLAN CHECK VALIDATION CK.M.O.CASH PEfiMIT VALIDATION CK.M.O.CASH INSPECTOR ELECTRICAL PERMIT APPLICATION City of CARLSBAD, CALIFORNIA 92008 Applicant to complete numbered spaces only. PhOHG 729-1181 Perm it No. 7.30 8P JO* ADDRESS ARCHITECT OR DESIGNER MAIL ADDRESS PHONE LICENSE NO. 8 Clauofwork: D NEW ADDITION D ALTERATION D REPAIR Dncrib* work:Add 3*eoed floor PERMIT FEES SPECIAL CONDITIONS:SWIMMING POOL WIRING, NO INCREASE IN SERVICE No.Each FM APPLICATION ACCEPTED BY PLANS CHECKED BY:APPROVED FOR ISSUANCE BV NEW CONSTRUCTION, FOR EACH AMPERES OF MAIN SERVICE, SWITCH, FUSE OR BREAKER NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 120OAYS.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 THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIEDHEREIN 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. TEMP. SERVICE OVER 200 AMP. PER 100 SIGNATURE OF CONTRACTOR OR* AUTHORIZED AGENT (MTE)ISSUANCE FEE 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 ^ MECHANICAL PERMIT APPLICATION City of CARLSBAD, CALIFORNIA 92008 Applicant to complete numbe/ted spaces only. Phone 729-1181 Permit No.. JOB ADO ft ESS Cape Kay Plae* .LEGAL IDESCR. _ _ _ _ _ . .Carf-Bbed Tract BO*TTACHED SHEET) MAI L ADDRESS Br* ft Mrs. Kelvin Scott 1753 Cape Hay PI. 92008 729-7449 CONTRACTOR MAIL ADDRESS PHONE 3 Sa-rorlno Construction 865 Grand AY* 729-6849 STATE LIC. NO.CITY LIC. HO. 301506 16783 ARCHITECT ON DESIGNER MAIL ADDRESS LICENSE NO. Construction 865 Grand AY** * ENGINEER MAIL ADDRESS5 Hobart Prater Aaaoolatee PHONt 758-9144 LICENSE NO. MAIL ADDRESS 6 USE OP 1UILDINC Single 8 Classofwork: D NEW GTADOITION D ALTERATION D REPAIR 9 Dncribi work:Add aeoood floor Type of Fuel: Oil D Nat. Gas D LPG. D PERMIT FEES SPECIAL CONDITIONS:No.Type of Equipment Fee Air Cond. Units-H.P. Ea. Refrigeration Units-H.P. Ea. Boilers-H.P. Ea. Gas Fired A.C. Units-Tonnage Ea. Forced A ir Systems—B.T.U.MEa. APPLICATION ACCEPTED BY:PLANS CHECKED BV APPROVED FOR ISSUANCESY Gravity Systems-B.T.U.MEa. Floor Furnaces—B.T.U.M Wall Heateri-B.T.U.M 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 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 NOTPRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THEPROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATINGCONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Unit Hefcters-B.T.U.M Evaporative Coolers Clothes Dryers Ventilation Fan Range Hood Air Handling Unit-C.F.M. Incinerator s//?/> ai«NATb*E OF CON T« AC TO* Ol^dTU THOfflZED AGENT ISSUANCE FEE liaNATURE OP OWNEH (IF OWNED »UILDE»I TOT At 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 ^\^x ELECTRICAL PERMIT APPLICATI City of CARLSBAD, CALIFORNIA 92008 Phon« y PLTRACT tQSEE ATTACHED MAIL ADDRESS PHONE ?29--744 CONTRACTOR MAIL ADDRESS STATFLIC. NO.CITY LIC. NO. *t MAILARCHITECT OR DESIGNER AIL ADDRESS LICENSE NO. MAIL ADDRESS PHONE LICENSE NO. COMPENSATION INS CARRIER MAIL ADDRESS USE OF BUILDING PAAf/LV /?£ 8 CtoHofwork: DNEW (^ADDITION D ALTERATION D REPAIR 9 Oitcribt work SPECIAL CONDITIONS SWIMMING POOL WIRING, NO INCREASE IN SERVICE ACCEPTED IV: *LANS CHECKED BY APPROVED FOR ISSUANCE BY NEW CONSTRUCTION, FOR EACH AMPERES OF MAIN SERVICE, SWITCH, FUSE OR BREAKER COM NOTICE RMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC AUTHORWSeL^ ^am^m^mmsOf 120 DAYS AT ANY TIME AFTER WORK D. JBY CERTIFY THAT I HAVE READ AND EXAMINED THISATION AND KNOW THE SAME TO BE TRUE AND CORRECT.OVISIONS OF LAWS AND ORDINANCES GOVERNING THISF WORK WILL BE COMPLIED WITH WHETHER SPECIFIEDOR NOT, THE GRANTING OF A PERMIT DOES NOTE TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE. ONS OF ANY OTHER STATE OR LOCAL LAW REGULATINGRUCTION OR THE PERFORMANCE OF CONSTRUCTION. NEW SERVICE ON EXISTING BLD6. FOR EA. AMPERE OF INCREASE IN MAIN SERVICE, SWITCH, FUSE OR BREAKER . , ALTERATION, NO CHANGE IN SERVICE, FOR EA. AMPERE OF INCREASE TEMP. SERVICE UP TO AND INCLUD- ING 200 AMP. TEMP. SERVICE OVER 200 AMP. PER 100 crfrt* SIONATURE OF CONTRACTOR OR AUTHORIZE* ASENT (DATE)ISSUANCE FEE TOTAL WHEN PROPERLY VALIDATED (IN THIS SPACE) TH» IS YOUR PERMIT PLAN CHECK VALIDATION CK.M.O.CASH PERMIT V ATION CK.vM.0.CAS* INSPECTOR REQUEST FOR INSPECTION TIME: INSPECTOR. OWNER .EERMIT NO.„.„.. /6-/i ADDRESS. BUILDING Q FOUNDATION O REINFORCING STEEL O MASONRY CD GROUT - GUNITE CD FLOOR AND CEILING FRAME a SHEATHING d FRAME a EXTERIOR LATH CH INSULATION CH INTERIOR LATH OR DRYWALL a FINAL PLUMBING O UNDERGROUND PLUMBING O UNDERGROUND WATER D ROUGH PLUMBING D TOP OUT PLUMBING C3 SEWER AND PL/CO D TUB OR SHOWER P, CD GAS TEST CD WATER HEATER a FINAL ELECTRICAL ED TEMPORARY SERVICE EH ELECTRIC UNDERGROUND D ROUGH ELECTRIC tD POOL BONDING CD ELECTRIC SERVICE CU CEILING HEAT D G.F.I. D SMOKE DETECTOR a FINAL. READY FOR INSPECTION: SPECIAL INSTRUCTIONS. AY ITIONED Al PIPING REQUESTED BY..PHONE NO.. PERSON TAKING REPORT. REQUEST FOR INSPECTION iMSPFrrnp ^TO^L^^' PERMIT N0.22.t -jF *+~ OWNER TIME: / / ADDRESS (BUfTDlNC? CD FOUND/ CD REINFORCING STEEL CD MASONRY CD GROUT-GUNITE CD FLOOR AND CEILING FRAME CD SHEATHING CD FRAME CD EXTERIOR LATH CD INSULATION CD/MTERIOR LATH OR DRYWALL Vf FINAL V PLUMBING CD UNDERGROUND PLUMBING CD UNDERGROUND WATER CD ROUGH PLUMBING CD TOP OUT PLUMBING CD SEWER AND PL/CO CD TUB OR SHOWER PAN CD GAS TEST CD WATER HEATER CD FINAL ELECTRICAL CD TEMPORARY SERVICE CD ELECTRIC UNDERGROUND CD ROUGH ELECTRIC CD POOL BONDING CD ELECTRIC SERVICE CD CEILING HEAT D G.F.I. a SMOKE DETECTOR CD FINAL MISCELLANEOUS CD PLENUM AND DUCTS CD COMBUSTION AIR CD PATIO CD SIGN CD GRADING CD DRIVEWAY CD CONDITIONED AIR SYSTEMS CD REFER PIPING CD FINAL READY FOR INSPECTI D MONDAY/ D TUESDAY D WEDNESDAY D THURSDAY D FRIDAY DA.M. apj SPECIAL INSTRUCTIONS. REQUESTED BY..PHONE NO.. PERSON TAKING REPORT. JUf. /-O REQUEST FQtf INSPECTION INSPECTpR. TIME:. PERMIT NO...DATE:. OWNER. ADDRESS- reuiLDi O FOUNDATION CI3 REINFORCING STEEL d MASONRY a GROUT - GUNITE C] FLOOR AND CEILING FRAME, CD SHEATHING CD FRAME ED EXTERIOR LATH CD INSULATION O INTERIOR LATH OR DRYWA a FINAL PLUMBING CD UNDERGROUND PLUMBING CD UNDERGROUND WATER. a ROUGH PLUMBING D TOP OUT PLUMBING D SEWER AND PL/CO CD TUB OR SHOWER PAN CH GAS TEST C3 WATER HEATER d FINAL ELECTRICAL PORARY SERVICE ClfcTRIC UNDERGROUND ;OUfiH ELECTRIC L BONDING ELECTRIC SERVICE AO CEILING HEAT * D G.F.I. SMOKE DETECTOR FINAL MISCELLANEOUS O PLENUM AND DUCTS COMBUSTION AIR a PATIO a SIGN CD GRADING D DRIVEWAY DCONDITIONED AIR SYSTEMS I QTft^ER MIHINU- D FINAL READY FOR INSPECTION: D MONDAY 0TUESDAY | D WEDNESDAY D THURSDAY D FRIDAY DA.M. OP.My ^SPECIAL INSTRUCTIONS REQUESTED BY..PHONE NO.. PERSON TAKING REPORT. REQUEST FOR INSPECTION TIME: INSPECTOR OWNER PERMIT NO. ADDRESS.77 1 CD FOUNDATION CD REINFORCING STEEL CD MASONRY CD GROUT - GUNITE CD FLOOR AND CEILING FRAME CD SHEATHING CD FRAME CD EXTERIOR LATH JZ) INSULATION CD UNDERGROUND PLUMBING CD UNDERGROUND WATER CD ROUGH PLUMBING CD TOP OUT PLUMBING CD SEWER AND PL/CO CD TUB OR SHOWER PAN CD GAS TEST a WATER HEATER a FINAL READY FOR INSPECTION: SPECIAL INSTRUCTIONS DMONDAY 0AM. DP.M. 'OoJ D TUESDAY (g - ~ (a - CD TEMPORARY SERVICE CD ELECTRIC UNDERGROUND CD ROUGH ELECTRIC O POOL BONDING CD ELECTRIC SERVICE CD CEILING HEAT a G.F.I. CD SMOKE DETECTOR FINAL MISCELLANEOUS a PLENUM AND DUCTS COMBUSTION AIR CD PATIO CD SIGN CD GRADING d DRIVEWAY CD CONDITIONED AIR SYSTEMS CD REFER PIPING CD FINAL EDNESDAY; a THURSDAY a FRIDAY REQUESTED BY. PERSON TAKING REPORT. INTERDEPARTMENTAL INFORMATION SHEET BUILDING DEPARTMENT BUILDING ADDRESS: Received DATE:MAR 19 1979 Gin OB PLANNING DEPARTMENT ZONE LOT SIZE LOT WIDTH UNITS ALLOWED 1 UNITS PROVIDED PARKING SPACES REQUIRED % COVERAGE ALLOWED BUILDING HEIGHT ALLOWED FRONT SETBACK: ALLOWED PROVIDED PROVIDED_ _PROVIDED PROVIDED SIDE SETBACK:REAR SETBACK: INTRUSIONS LANDSCAPE & IRRIGATION PLAN COMMENTS: ENVIRONMENTAL PROTECTION SCHOOL FEE: /V /[^DISTRICT: ADDITIONAL COMMENTS: ENGINEERING DEPARTMENT R.O.W. ^r INDUSTRIAL WASTE IMPROVEMENTS SEWER CONNECTION GRADING PERMIT DRIVEWAY LOCATIONS EASEMENTS DRAINAGE LEGAL DESCRIPTION ~j£ JF/ ADDITIONAL COMMENTS FIRE DEPARTMENT SPRINKLING SYSTEM FIRE ALARMS FIRE PROTECTION EQUIP EXITS FIRE HYDRANTS LOCATION ADDITIONAL COMMENTS <3K TO ISSUE:DATE OK TO FINAL DATE WATER DEPARTMENT REQUIREMENTS OF APPROPRIATE DISTRICTS MET_DATE CORRECTION 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 IflO days, and no building permit is issued, all plan check fees are forfeited to the city. Job Address: Contractor: Occupancy Owner Engineer. Type of Construction.Valuation Basic allowable bldg. area 1st Floor_ 3rd Floor 2nd Floor. 4th Floor Allowable Increase Due to. REQUIRED PLANS 1. 2. 3. 4. 5. Plot Plan Foundation Plan Floor Plan General Framing Foundation Details 6. Structural Details 7. Elevation Plans 8. Roof Plan 9. Index Sheet TO THE APPLICANT A. Correct Plans where corrections has been circled. Flag Corrections. B. Incomplete, Indefinite or Faded Drawings or Calcu- lations not acceptable. C. Required Engineer's or Surveyor's Calculations or Plans shall be signed in ink. D. 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. 7. Survey of Lot required. 8. Indicate all grading to be done. 9. Indicate Elevations of Garage Floor, and Street and Driveway. 10. Indicate Centerline and Edge Profile of Driveway. 11. Slope of driveway not to exceed 15%. 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. ' IScL.C.W.D. sewer receipt required. ISdCoastal approval letter required. 14. Carry water from .nder sidewalk through curb into street with cast in pipe, •ovide engineering calculations fcjr. 16. Provide engineer's moisture report. 17. Grading permit required. 18. Fire Dept. approval required. 19. Specify concrete mix d> 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. Vi" 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, planters adjacent to found- ations are not recommended. 31. Specify underfloor 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. 33. 34. FRAMING Provide typical framing details. Specify all lumber grades. Specify fire blocking at floor, ceiling cove and mid- of walls over 10' in height. ow diagonal bracing at each corner and every 25 of wall. Clarify bracing of wall. Show size, direction and spacing of floor joists in are overspanned. 39. Double floor joists or 40. 41. 42. 43. 44. 45. 46. 47. 48. 51. 52. 53. 54. 56. 58. 59. 60, 61 62 beam under parallel partitions. Specify header size for openings over 4'. Show double headers on edge. Insufficient beam size at Provide rafter ties where ceiling joists and rafters are not parallel. 4'O.C. Indicate rafter size, span, spacing and direction. Show purlins on edge and indicate size. Same size as rafters minimum. Brace roof framing to partitions. Indicate solid sheathing arid 2 x 6 or 3 x 4 studs on first floor of three story construction. Show section through Show planter box details and water proofing, Sec. 2517 C7. Provide typical chimney details. / Specify 2" minimum clearance between chimney and framing. Specify post protection when bearing on concrete. Provide parapet details. Specify inspection class required for Provide drip screed 2" below mud sill. 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. Clarify dimensions at Show window type, sizes and locations. Light and/or ventilation inadequate in , (1/10 floor area - 12 square feet min. except bath- room). ?E IN MARGIN WHERE CORRECTIONS HAVE BEEN MADE 63. Provide^"vertical clearance and. 69. 70. 71. 72. 73. 74. horizontal clearance from range top to combustibles, indicate attic scuttle (22" x 30" min.) Provide draft separation for attic area in excess of 2500 sq. ft. Separate area between dropped ceiling and floor above to 1000 sq. ft. max. Specify stall shower min. width 30" minimum floor area 900 sq. inches. Specify wall finish in shower area not to be adversely affected by moisture to 6' above the floor, and provide shatterproof doors. Water closet area minimum width to be 30". Show material to be used under tile. Openings closer than to property line shall be of_ Show _hour construction, .ceiling height. Show lateral cross bracing at garage plate line. Show bedroom window as exit, section 1304. ELEVATIONS Sate attic ventilation per section 3205 (c) v all eave overhangs and construction det 5imension 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. J -—/..-• .from garage/carport into. .door/window opening STAIRWAYS AND EXITS de handrails as required in Section 3305 (i). _hour walls for stairwell. icate maximum rise and minimum run on stair. ovide balcony railing at 42" minimum height.I d> 9" O.C. or equivalent pen 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. IPS. 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 0 Amp. panel for each unit. ow meter and panel location. Show fire warnings systems centered over stairs. Action 1310. 115. 116. MECHANICAL dicate furnace size, locations & registers and return fee) Indicate heating equipment in accordance with chapter 7 of Uniform Housing Code. Specify heating, air conditioning and ventilating equipment. Installations to comply with the uniform mechanical code. F. Ducts G. Ladder & Light H. Engineer's Calcs for Roof Loads Access B. Location C. Combustion Air D. Venting Return AirE. ,117. Indicate location & type of fire dampers..jT \_ *g _• * .* X»l * _ /St *1 .., / 119, ELECTRIC 197gN.E.C. nd-fault protection required fb'fji'oulctobr and room receptacles 210-8. least one receptical shall be installed outdoors garages. 210-25b electric as shown on floor plan. Underground service is required. Show on plans.£eo, F), MISCELLANEOUS ITEMS red holes and notching, show details as per Section ,10,11. . Ft. areas of the following: ies_ tation requirements: A. Show 6" insulation in ceiling. (R-19) D. Dhuw 1 x block fov inaulatian atop at venta. 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 DATE TITLE Show details of party wall and floor system and S.T.C. or I.C.C. rating of each. Have designer sign and date plans. ECKED RECHECKED (DATE) THE FOREGOING CORRECTIONS HAVE BEEN MADE AND ARE UNDERSTOOD BY THE UNDERSIGNED: (DATE) OWNER^DR HIS" AUTHORIZED AGENT DATE I JOB ADDRESS PLAN CHECKER CITY OF CARLSBAD BUILDING DEPARTMENT , (729-1181 ex.48) C)2g . ROOM ADDITIONS CORRECTIONS LIST . CORRECTIONS CHECKED BELOW ARE TO BE MADE-ON PLANS Two (2) identical sets of plans drawn to scale with the following information are required. feck ) A. Dimensioned plot plan showing all existing and proposed buildings, setbacks,. lot dimensions, legal description, earth slope and job address. clean sand, vapor barrier, and Foundation plan and foundation details. 1. Show foundation plans and foundation details. Provide 6 X 6 - 10 X 10 wire mesh in slab, 4" (2) #4 rebars continuous in footings. Exterior Elevations. . 1. Show all exterior elevations. Show window sizes, doors sizes, and locations. Show materials used on exterior, how roof pitch and roofing materials used. Show adequate bracing. ' ' Framing Sections. *. ' , ' 1. Show complete structural framing details, material sizes, and connection to existing building (header sizes, rafter sizes, joist sizes). Show materials used on the interior - floors, walls, ceiling.. Show thermal insulation values as per State law. '-£•' Provide R-20 insulation in attic of existing building.ff >•?<>% Two story additions require structural calcs for vertical and horizontal loads. E. Floor Plan. '-"'". 1. Show use of new addition and existing adjacent room(s). 2.. Show heating provided for new addition. , Show adequate light and ventilation for adjacent room(s) . ireplace: type, clearances required and ICBO approval number. Show dimensions and square footage for room addition(s) and adjacent room(s) Provide exterior .lighting at exterior doors. . '...-. Provide adequate electrical receptacles. Provide GFI at all outside and bathroom electrical receptacles. how room ceiling and passage way heights. Provide adequate emergency exiting from sleeping rooms. Provide smoke detectors adjacent to new bedrooms ., C 1 F. Chgfk with La Costa, Ponderosa Homes, or Costal Commission for their requirements &+-&*<* lAr ^Z^/^^S^*&- ,_ -_- , PURCHASE AGREEMENT SHORT FORM CATEGORY 2 DESIGNS JOB NAME: J^COTT DELIVERY ADDRESS: REQUESTED DELIVERY DATE:. GOVERNING CODE:..JOB NUMBER (Assigned 0 Plant) Trus Joist Type Identification ("A" - Lumber Stress Level Series (TJL - TJM - (100% -115%- "B"-"B1"etc.) 125%) • TJH - TJS) Total uniform load Live uniform load PSF PSF Camber (mark "P" if per policy) other at inches at center of span Number required this type • j j j - r — -I ~ I^p^'h *'/ *...... , 1ii ' -' -r— i 1 * ... T^Pe [j L UJIT» •-t 1 i\ •*— . \ 1 T* " 1 1*. •e*s . j XT' 1x4 :[.i•f -i •-•/i f i, i •i fetfi. i . OOTW6A "IBM* -3j i.1 ..... ..i i- -. !, - j. . .. , ; I/s, I" ' r j— - 1 1— - T Wft CitA ttis «• Lf TAl r__ T i-7" ! 1. . . ^ ^ u" E>d ... , .— .•- UJ " : ^* ' — z, i f £ •TrV _._ ^L .J ___j- -M . _£• TRUS JOIST DESCRIPTION A £ \oo too L_ L fjO go i+O t^O? P 18 1 f ~ ;' 1 ... T I 1 | i « i i <3rV/ ^ 'r £l6f . ..—,.. \/ i- — _. i : — \ •i " - v • -™— 2JC -5 i, O *5j A -i — t- . ! . I \/ •^U tf ;-^i" r [• -L J .. £1ryM 4 CHECK LISTw B Re- B ra __ h . s/ T4ft ] "- .__.. All bearing All clear si All centile All depths Roof slop* Bridging si On center Concentre' Matching! r- i /; I1, j i 1 >^ 1 ...I. _•'.... . ...!...._ icon aand verai show is or Town spaci tedlc iesigr **/ :oe> ditions-ft wall widths shown i mentions shown id cut-off dimensions shown m •levetkms given on plan view ng given tads given and located > requirements dear ITT ! ._. ..— a — *Ar~ ' — ! i .. ..... j «j— ~~~ FRAMING PLAN - O " CtEAJL SfAM SECTION (See also Form No. OP44A attached) TRUS JOIST ACCESSORIES Prentchd. Prentchd. Prentchd. Blocking Blocking Blocking Bridging Bridging Other: plate x plate x plate x x x x x x k*f Prft-A o.c.o.c. O.C. o.c. o.c. o.c. o.c. o.c. Lf MCTAL < C,l fsl^J' LF. LF. LF. LF. LF. LF. LF. LF. By: Y( TRUS JOIST CORPORATION £/.xa h<^ Price(s) for TRUS JOISTS and Accessories subject to the TERMS AND CONDITIONS OF SALE on reverse hereof: 3^ i\yr6- « TA^Ct r TKf*£ A AKI^ /VVLK.C. Alsi^ LOCATE Z.Jb"^ fV£A6££_ UJHCR£ SWOt*>K> ^fi>ON/£. ' (*/ d>/tM\ T«t.l tilling Prle. $ / ° V -? - O d) Above prices FOB truckbed jobsite. Sales and use taxes not included unless listed above. TERMS: ADF 2% 10; Net 30 ADI. Subject to approved credit 1 have checked all the dimensions, quantities and loadings and warrant that they are correct Accepted? PURCHASER: '* n*t»: By: TUta: TERMS AND CONDITIONS OF SALE THIS AGREEMENT, between Purchaser and TRUS JOIST COR- PORATION, hereinafter called TRUS JOIST, Is subject to the following terms and conditions: 1. TRUS JOIST warrants that the products delivered will be free from manufacturing errors or defects in either workmanship or materials and will correct any such errors or defects, but only if given adequate notice and opportunity to investigate and make such necessary corrections. TRUS JOIST members are structural and cannot be cut, notched, drilled, or in any way altered without prior written approval of TRUS JOIST. If after manufacture TRUS JOIST members are cut, notched, drilled, or in any way altered, without prior written approval TRUS JOIST disclaims all warranties, express or implied. If such unauthorized cutting, notching or drilling occurs, then the TRUS JOIST members are purchased by the Purchaser "as is," and TRUS JOIST does not warrant that they are of merchantable quality, or that they can be used for any particular purpose. 2. The Purchaser agrees to check immediately upon delivery the quantities delivered with the shipping notices and bills of lading. TRUS JOIST agrees to fill any shortages only if notified within five (5) days of the delivery of the material. 3. TRUS JOIST will furnish all items specifically listed in this agreement Bridging, bracing, blocking, bolts, etc. will not be furnished unless specifically listed. TRUS JOIST will not be responsible for loss or damage arising from delays caused by lack of correct or complete data to be furnished by Purchaser; by changes or revisions; by fires, floods, earthquakes or other causes beyond TRUS JOISTS control or by inability to obtain raw material. 4. TRUS JOIST warrants the adeqgacy of design and fabrication of TRUS JOISTS to carry the loads and to fit the dimensions shown on this Purchase Agreement, provided that the specified data is within the current published TRUS JOIST Design Manual limits. Approval of all dimensions and quantities with relation to the building dimensions and all loadings to be imposed on the TRUS JOISTS by the Purchaser is an essential condition of this Purchase Agreement, TRUS JOIST standard design and manufacturing specifications will apply unless otherwise noted. 5. TRUS JOIST and the Purchaser mutually agree that because the material which is the subject of this agreement will be custom made, this agreement may be cancelled only by consent of all parties, except that if Purchaser is or becomes delinquent in payment for materials shipped under this or prior orders, or Purchaser's credit standing is not maintained satisfactorily to TRUS JOIST, TRUS JOIST may withhold further shipment, or may cancel the uncompleted portion hereof, and will, in that event, be entitled to compensation for the full portion of performance by TRUS JOIST prior to cancellation. It is agreed that such performance shall include all costs incurred by TRUS JOIST, including engineering detailing, purchase of special stock, manufacturing and fabrication and a reasonable allowance for overhead and profit 6. TRUS JOIST and the Purchaser mutually agree that no retainage or subcontractor agreements will be accepted by TRUS JOIST or become part of this agreement In no event will any penalty clause, of any nature whatsoever, be binding upon TRUS JOIST, unless agreed to by TRUS JOIST in writing. 7. TRUS JOIST and the Purchaser mutually agree that the price set forth in this agreement is guaranteed by TRUS JOIST for months but in no case more than six months from date of acceptance. After this period of time has expired this price is subject to change to reflect increases in the standard TRUS JOIST price list 8. TRUS JOIST and the Purchaser mutually agree that discounts as set forth on the front of this agreement will be allowed only on invoices that are timely paid. Partial order shipments will be invoiced and the values estimated by TRUS JOIST. Interest will be charged at twelve per cent (12%) per annum on all past due accounts and'the Purchaser agrees to pay all costs of enforcing this agreement, including charges for reasonable attorneys' fees. 9. TRUS JOIST and Purchaser agree that the written and printed provisions hereto embody all of the parties' agreements, condi- tions and representations; and no oral or written agreements, between the parties or their agents not herein contained shall be of any effect Subsequent modifications must be in writing and accepted by TRUS JOIST. Job Superintendent. Purchaser Architect. ORDER DATA FOR SALESMAN AND MANUFACTURING PLANT INFORMATION ONLY - 1_ Phone Phone ; Phone Address. Ship to D Same as job address O Other. Special delivery instructions Purchaser mailing addr 1. Calculation Sheet (Form No. OP4) D Enclosed 2. Special Pricing Information (Form No.OPS) D Enclosed D None 3. Credit Information (Form No. OP6) D Enclosed D None Territory sold by 4. Salesman's Split Commission Advice (Form No. OP7) d Enclosed O Nona 5. Are copies of Truss Calculations required? D Yes D No Territory delivered in Fen* No. OP 44 Rw. (00-71) 4 PURCHASE AGREEMENT ATTACHMENT Form No. OP 44 A Or*. (0949) TYPICAL" DETAILS Inverted taring dip 2-2x4*by Mfr.field installed by other*.Inverted bearing dip turned up LOADS ON CANTILEVERS Head* hanger by MfrDouble 2 x as req'd by Others Mex. toed par hanger Outrigger Mock by Mfr. 5/8 Bolts by others HEADER DETAIL Double 2 x (Spaced 1/4" apart) across corridor Care required to assure full bearing of the bearing dip.SECTION A-A CORRIDOR FRAMING 1973 Trut ,lr*4M Cwporatiotl BRIDGING CROSS BRACING BLOCKING DECK NAILING (For strut bracing and bottom chord restraint see page O-14 ft D-151 Blocking Prtcut blocking available from Mfr.NOM: Special thickness blockingmay bt required by others with loads bearing from 1/0-2) BLOCKING dips available ing with • from Mfr. EDGE BLOCKING NOTE: Cross bracing is mandatory at all bottom chord bearing conditions. Continuous Cross Bracing with nails furnished by Mfr. . Maximum lateral load BOO Ib. par Trus Joist Sheethlng Materiel Nailing pattern to be per plans end specification*. In no case shaH nail spacing be more than 32" o.c. in each chord member. Nells shell not be lea* then 84 or greewr than 1M. ALLOWABLE FOR NAILS IN A ROW NAIL»IZE 8d 10* NAILTYPE BoxCommon Box Common Box Common Box Common NAILDIA. .113".131" .128" .148" .128" .148" .135" .162" TJL 4" o.c.6" o.c. 6" o.c.«" O.C. 6-o.e.6"o.c. V D.C. 8"o.c. lote: If more than one (1) row is used the rows must be offset at least 1/2". * 14 gauge staples may be a direct substitute for 8d nails whan having a minimum penetration of 1 inch into the main member. SHEATHING NAILING PATTERN SPAN NO. OF ROWS 15-28 28-42 42+ •J Lap approximately 12" transfer 600 to. ^^/D-21 BRIDGIN IK" 10Ga. nails by Mfr. ESIZE OF BRIDGING USING NO. 2 OR CONSTRUCTION GRADE . . , „ -, ., ... . TRUS JOIST SPACING 12-1 6 inches 18-32 inches 34-48 inches SIZE OF MEMBER 2 x 4 (t) 2x6 2x8 SIZE OF BRIDGING USING STRESS GRADED LUMBER TRUS JOIST SPACING 12-24 inches 25-48 inches SIZE OF MEMBER 2x4 (Set. Str. or better) <11 2x6 (No. 1 or better) 1. For floors use 2 x 6 min. bridging. 2. For intermediate nailer use 2x6 min. bridging at 8* on center. 3. Bridging required in cantilevers whan the length of cantilever exceeds 3 times the depth of the Trus Joiat. I Corporation 6A JOI Jo* No. •MEKT_Z or_ ,&, a , / -70^1. 4- y „ S' V CHARLES H. RICE •TRUCTURAL KNOINCKM jom-.Jom No. /-/an~, £ verx /'&— CHARLES H. RICE STRUCTURAL CKOINKKR JOBt Jo. _3_ n*™ M. / V MAX. WML I r ( I -2 7 = CHARLES H. RICE STRUCTURAL KNOlNKCft JOB:.JO. NO. DATE. •v v SCJJE1!"? t {' urn i a.- i I* VI) | o. • P »*• » P .*., C s«? 2 z;o o01 3 r™i dl n> I I* i*?! '*I •«!ml! 81 s M Sfs» S iS |i IF • -0 M. O •ODlO S. o n Tli. i IN)X o X? S? •t 1 ;o V. ,f ? I •! JIM •* 5 1 I? *> CO MPOO n J §«" DO PSP ^2S\^sM^ios M»s *a r-^Ss-s-f S??? sH- M- H- M M M l-> O ^ I I I £•« B-S2 *fc8o *9•o vn^ H 9^ 8^ *!s •3 si 5" O 8. O O 5i> ^ ^uiu* SI X. i v> ?*• ?f s ti'E^fla a ?£li 6> ' a-re a:c l-t. KS L-I. h- OO • O • HH- H- «a *e P IH cnrt O rt 3 ••(0 - " C rt: 3 H- rt 01 t 3 do SITS M •o1-1ro 3O. 01M "a a rtrt ItIt (0O.01 •oo 01rroCrt if CL 1C OHi T£3 § - r* 3 C3 i-h5 B TO B)~ 3 1— CL,Nit 3 O cr b 33 Q. ^ . .. -OQ o =H- o aw o r re en g cM H- rtl H-Q n »-O. rt &. O -S 3EJ — O 00 r^ " (5 §t c. n> g rt =4-i §jj 2 O I ^" 1 fr* 00 ft 1^1 O rsS£ 0 1 V0 *o 1 ' r r P5 > O ^J O J" S2. »00 i£ I [S N ^hx "* 2 t'B? 2s Bz * " \N I v^>; « V t• X Qi •*• *~ f*t ^^^—>0a ^^*. 52. ms 5gc/D 5 2w m &> O^gi \2 *•'•i« o •3OO n \\ •V",'c V X.,-,- "^> 5^ ^S !'\ 1 1 *»* ?ii n $" 7 N) II II \k V» II II \ ^ Vs *^ II Ml ^ V*s x ^^rx V^ I \»1 \M W) ^~N u» f U)VM I )i n nI*:II a II II * * (K V Ml " 1 N K > £ ^ s s E A. •4— Iw>c. II H U 5 N Mi X il U ;fS "" MJ M s Si K! h Ni 0. ^ X•s IN \ Qi 1 ROBERT PRATER ASSOCIATES Consulting Soil, Foundation & Geological Engineers March 15, 1979 900-28, 2643 Sever! no Construction Company 865 Grand Avenue Carlsbad, California 92008 Attention: Mr. Joe Spano Re: Proposed Second-Story Addition 1763 Cape May Place Carlsbad, California Gentlemen: In accordance with your request we have inspected the footing foundations of the subject existing single-story residence. It is our understanding that it is proposed to construct a second-story addition to the southern portion of the existing residence. The purpose of our investigation was to determine whether the existing footing foundations will provide safe support for the proposed addition. On February 26, 1979, our soil engineer was present at the site to inspect the footings exposed in excavations at three locations around the southern portion of the residence and to inspect and obtain samples of the foundation soils. The exposed perimeter foot- ings were approximately 12 inches in width and were founded approximately 12 inches below the adjacent ground surface. The soils exposed in the excavations consisted of dense silty sands. The results of a laboratory direct shear test performed on a relatively undisturbed representative sample of the foundation soils obtained from one of the test pits is attached. J0505 Roselle Street, Son Diego, California 92121 • (7U) 453-5605 / 630 A/fa Vista Drive, Suite 105, Vista. California 92083 • (714) 758-9144 March 15, 1979 900-28, 2643 Page 2 Based on our observations, engineering analyses, and the attached test results, it is our opinion that the existing footings will safely support the proposed second-story addition. We estimate that the applied bearing pressure at the base of the footings will be less than 2,500 pounds per square foot with the addition of the second story. Our services consist of professional opinions and recommendations made in accordance with generally accepted soil and foundation engineering principles and practices. This warranty is in lieu of all other warranties either express or implied. If you have any questions, please call. Very truly yours, ROBERT PRATER ASSOCIATES John LaBar, RCE No. 22,385 JLBrjsr Attachment Copies: Addressee (3) 3.5 3.0 2.5 ii-cn (OCOUJcc cc uj 2.0 OT 1.0 0.5 1.0 1.5 2.0 NORMAL PRESSURE (KSF) 2.5 3.0 SAMPLE DATA DESCRIPTION: $ILTY SAND (SM), brown BORING NO.: DEPTH (II.): FG-2'ELEVATION (ft): TEST RESULTS APPARENT COHESION (C): 1 .98 APPARENT ANGLE OF INTERNAL FRICTION (0): 26° TEST DATA TEST NUMBER NORMAL PRESSURE (KSF) SHEAR STRENGTH (KSF) INITIAL HjO CONTENT (%) FINAL H;0 CONTENT (%) INITIAL DRV DENSITY (PCF) FINAL DRY DENSITY (PCF) 1 0.50 2.18 14.1 22.1 116.9 — 2 1.50 2.78 14.1 22.1 116.9 — 3 2.50 3.16 14.1 22.1 116.9 — 4 STRAIN RATE: 0.02 inches/minute (approx.) Note: Test was performed^jn a relatively undisturbed tube sample allowed to saturate before shearing. ROBERT PRATER ASSOCIATES Consulting Soil. Foundation & Geological Engineers DIRECT SHEAR TEST DATA PROPOSED SECOND-STORY ADDITION Carlsbad, California PROJECT NO- 900-28 DATE March 1979 Figure 1 1200 ELM AVENUE • ^^^ • TELEPHONE- CARLSBAD, CALIFORNIA 92008 •tOTjM (714) 7290181 Building Department of Cartebab RESIDENTIAL ENERGY DESIGN CERTIFICATION Permit No.Tfr Issue Date, CERTIFICATE .OF OTLIANCE WITH ENERGY (HSERVMIOH DESIGB EQUIREfBfTS COMAINED IN ARTICLE 1, PART 6, TITLE 24, CALIFORNIA AEM, CODE I, *=fi/en,ssJd xK>>J7^^cy7^a hereby certify that I am familiar with the state energy. conservation standards mandated in CAC Title 24, Section T20-1401 through T20-1406, and that the plans and other documents submitted in support of the application for a building permit at /74 B Address ^7-3/2- - // _ _ . Assessor's Parcel No. Dated comply with all current requirements of these regulations. Signature Ti tie ( Architect, Engineer, Contrctor, Other.) State License or Certificate No. 3o/ S&/ Date Submit to the Building Department with permit application. Form 78-101