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Home My WebLink About2748 ARGONAUTA ST; ; CB920088; Permit. i BIJILDING PERMIT 06/11/92 08: 57 Job Address: 2748 ARGONAUTA ST Page 1 of 1 Permit Type: RESIDENTAL ADD/ALT Parcel No: 215-400-19-02 Lot#: Valuation: 33,288 Occupancy Group: R3 Construction Type: VN Description: 456 SF BEDROOM & BATH Suite : Reference#: Appl/Ownr : WINTER, CINDY & GARY 619 931 Project No: A9200272 Permit No : CBY 20088 Development No: ms M/U/qz 0001 01 02 u? 397 C-fRMT 369.00 Applied: 01/24/52 Status: ISSUED Apr/Issue: 06/11/92 Validated By: SUB .-1702 Credits **x """""""" 202. co . 0 !'! 269. 00 Ext fee Data 311.00 202.00 516.00 3.00 7.50 Y 7.50 15.00 10.00 Y 10. 00 Y 20.00 15.00 Y 4.50 20. OI! A I i ! CrrYOFCIRLSBID 2075 Las Palmas Dr., Carlsbsd, CA 92009 (619) 438-1161 PERMIT APPUCATION City of Carlsbed Building Dep.rtmt 2075 Las Palms Dr., Carlsbed, U PZOOP (619) 438-1161 A - U Commerclal U New Bukhng U Tenant Improvement B - 0 Industrial 0 New Building C - dsidential OApamnent OCondo 0 Single Family Dwelling 6hditiordAlteration OTenant Improvement 0 Duplex 0 Demolition 0 Relocation 0 Mobile Home 0 Electrical 0 Plumbing 0 Mechanical Owl 0 Spa ORetaining Wall 0 Solar Dother NearestCrossStreet-(CDRIN?\&t) " - ~ Subdivision NamdNumber GN? LP 025% MWWJ Unlt NO. Phase No. s' 0 2 Energy Calcr 0 2 Structural Calcs 0 2 Soils Report 0 1 Mdd Envelope DESCRlPnON OF WORK ZlJSE e ETIO. PROW USE CC' IO. STATE ZIP CODE DAY TELePHONE STATE IIC. X LTCENSE UASS CITY BUSINESS LIC. X qLL zo(LAEL & CITY %KG STATE cb ZIP CODE Qb71 DAY TELEPHONE mcovn STATE LIC. X - Workers' Campensatlon ueclaratbon: I hereby atttrm that I have a certntlcate ot consent to self-insure vaued by the ulrectorol lnaustnal Relations, or a certificate of Worked Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the-rer thereof filed with the Building Inspection kpartment (Section 3800. Lab. C). th wager as their sale compensation. will do the work and the strucNre is not intended or ions Code: 'Ihe Contractor's License Law does not apply to an owner of property who builds for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden himself nr through his own employees, provided that such improvemenla are not intended that he did not build or improve for the purpcse of sale.). 0 1, as owner of the property, am exclusivelycnntracting with licensed contractors to CON~N~~ the project (Sec. 7044, Business and Profensions Me: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contraeta for such projects with contractor(s) licensed ursuant to the Contractor's License Law). Businev and Professions Code for this mn: bstance bunt Act? uired to obtain a permit from the air pollution contml district or air quality management district? Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? IPANYOF~ANSWPRSAREYESAPINAlWIIFICA'IEOPDOCUPANCIMAYNOTBE~ARWJULY1.1909UNIPSS~~ om 0 NO HAsMEI.oR1s~G~~~op~M11(zop~Gwcy~AND~AIRpoILvlxmoDNlRoL~. I hereby alhrm that thF IS a constructton lenarng agency tor the perlormanee Of the worr for whlch thlS pemlt IS IgPUed [See 3WUJ Unl CmeJ. 06HA: An OSHA permit is required for excavations over 5'ff' deep and demolition or construction of structures over 3 stories in height, '2 - t CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB920088 FOR 11/09/92 INSPECTOR AREA TP DESCRIPTION: 456 SF BEDROOM & BATH PLANCK# CB920088 TYPE: RAD CONSTR. TYPE VN JOB ADDRESS: 2748 ARGONAUTA ST STR: FL: STE : APPLICANT: WINTER, CINDY & GARY PHONE: 619 931-1702 CONTRACTOR: PHONE : OWNER: PHONE: n OCC GRP R3 REMARKS: MH/CINDY/931-1702 SPECIAL INSTRUCT: TOTAL TIME: CD LVL DESCRIPTION ACT COMMENTS 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical 3 " - " - " - ***** INSPECTION HISTORY ***** DATE DESCRIPTION 090492 Interior Lath/Drywall 090492 Exterior Lath/Drywall 083192 Interior Lath/Drywall 090492 Shower Pan/Roman Tubs 083192 Exterior Lath/Drywall 082492 Insulation 081792 Rough Combo 081292 Rough Combo 073192 Rough/Topout 072792 Roof/Reroof 072392 Underground/Under Floor 072392 Rough/Topout ACT INSP COMMENTS AP PK AP PK AP PK CA TP CA TP AP PK AP TP AP TP CO TP AP TP AP TP AP TP .. CITY OF CARLSBAD NOTICE 438-3550 SPECTION FEE DUE? 0 YESJqqu FOR FURTHER INFORMATION, CONTACT #/If PHONE I CODE ENFORCEMENT OFFICER L c, ESGIL CORPORATION 0320 CHESAPEAKE DR., SUlTE 208 SAN DIEGO. CA 02123 (610) 5W1?68 DATE : < UW a. L95 JURISDICTION: Qr PLAN CHECK NO: qa-8-s EW SET: I UUPS 5hd PROJECT ADDRESS: a 7 8 &~~@Muu& PROJECT NAMZ : ODESIGNER s. The plans transmitted herewith have been corrected where building codes. The plans transmitted herewith will substantially comply 0 with the jurisdicti.on's building codes when minor deficien- @ necessary and substantially comply with the jurisdiction's cies identified are resolved and checked by building department staff. 0 identified on the enclosed check list and should be corrected The plans transmitted herewith have significant deficiencies and resubmitted for a complete recheck. The check list transmitted herewith is for your information. plans are submitted for recheck. CI The plans are being held at Esgil Corp. until corrected 0 The applicant's copy of the check list is enclosed for the jurisdiction t.tJ return to the applicant contact person. 0 The applicant's cwof the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. 0 Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted : Telephone # 0 REMARKS: DGA 0 CM Datccghh Jurisdiction Cnrlu Prepared byc -&Lasiz 0 Bldg. Dept. VALUATTON AND PLAN CHECK FEE 0 Esgil PLAN CHECK NO. 4bz BUILDING ADDRESS d7YS AraorlauA APPLICANT/CONTACT GL~ PHONE NO. Y31- 170 a BUILDING OCCUPANCY ' E3 DESIGNER PHONE TYPE OF CONSTRUCTION CONTRACTOR PHONE - BUILDING PORTION VALUE VALUATION BUILDING AREA MULTIPLIER R.,ristow: E-:l & - - = * 43..58 Ji 67.15 fhr. 'Ir how e t 1 I I I I I i I I I 1 .. Air ConditioninP I I ~ ~~~ Commercial I n 1 C Residential e Fire Sorinklers Total Value @ Res. or Corn. Building Permit Fee S- " &-( Plan Check Fee f s 5+Y7 COHHENTS; ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92 I23 (619) 5601468 DATE : r&&N 12; fssa APPLICANT JURISDICTION: *</5 ad PLAN CHECK NO: qJ-S'% SET: 7?- PROJECT ADDRESS : d 7 y > k?fq @nQ Uj.4 5% PROJECT NAME: J The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. 0 with the jurisdiction's building codes when minor deficien- The plans transmitted herewith will substantially comply cies identified . checked by building department staff. are resolved and 0 identified on the enclosed check list and should be corrected The plans transmitted herewith have significant deficiencies and resubmitted for a complete recheck. The plans are being held at Esgil Corp. until corrected The check list transmitted herewith is for your information. plans are submitted for recheck. 0 The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. 0 The applicant's copy of the check list has been sent to: @ plan check has been completed. Esgil staff did not advise the applicant contact person that Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # - 0 REMARKS: By : ESGf -CORPORATION 2/ 7 Enclosures : OGA OCM s ~'i . . i. ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 02123 (619) 56a146.8 - DATE : F&-,-U q. 1wa JURISDICTION: WSBAD PLAN CHECK NO: 3 -%S SET: 3- CUPS PROJECT ADDRESS: a74e A rq0n-k <A PROJECT NAME: Ldnk &dn;lj?ll LDESIGNER v The plans transmitted herewith have beercorrected where building codes. 0 necessary and substantially comply with the jurisdiction's 0 0 Ei 0 The plans transmitted herewith will substantially coinply with the jurisdiction's-buildinq codes when minor deficien- cies identified checked by building department staff. - are resolved and The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. @ Esgil staff did not advise the applicant contact person that' plan check has been completed. 0 Esgil staff _. did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # 0 REMARKS: Enclosures: PLFA!aI(EAD Plan check is limited to technical requiremantr contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances by the Planning Department. Engineering Department or other departments. Present California law mandates that residential construction comply with Title 24 and the following model codes: 1988 UBC (eff. 1/1/90) 1988 UPC (eff. 1/1/90) 1990 NM: (eff. 1/1/91) 1988 uE(c (eff. 1/1/90) 3he above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The circled items listed need clarification. modification or change. All item have to km with the cited codes and regulations. Per See. satisfied More the plans will k in conformance 303(c), 1988 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. 8-d UD wecheck D~C~SS. note on this list lor a cmvl where each correct&n item has addressed i.e.. D~M sheet. snecification. etc. eS sure to enclose the wked UD list when YOU submit the revised ~lan~. Date plans received by jurisdiction: I-ZL” Date plans received by Esgil Corporation: I-27-9L Date initial plan check completed: t-v-qa By: A+ L/w Applicant contact person: B .Cn7-1,=-.~ Telephone: d55”QY77 IIW: PW~~~II1~AsP~S~n,wS~~~~nw~. List NO. 12. Carlsbad Single Family Dwelling and hplex With All Suppleaents. (1988 VeC) - .. PWIS 9 please de all corrections on the original tracings and submit two new sets of prints, and original plan Sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, suite C208. San Diego, California 92123, (619) 560-1468. 7 tracings and submit two new sets of prints, . please make all corrections on the original and any original plan Sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. 7. Indicate on the Title Sheet of the plans, the me of the legal ohner and name of person responsible for the preparation of the plans. Section 302(a)7. 9 All sheets of plans must be signed by the perscn responsible for their preparation. (California Business and Professions Code). signei by the California state licensed Plans specifications and calculations shall be engineer or architect responsible for their preparation, for plans! deviating from E-9 of license. conventional wood frame construction. Specify (California ro essions Code). . Specify on the Title Sheet of the plans the project including dwelling, garage, carport, patio, deck and balcony. Section 302(d). truss -I&+ plans that this project shall comply with Title Provide a statement on the Title Sheet of the 24 end 1988 UBC, VnC and UPC and 1990 NEC. f scale showing location, size, and use of all Submit fully dioensioned plot plan drawn to existing ed proposed structures on the lot. and all easements. Show location of all cut or Identify property liner and show lot dimanrions fill rloues. Show finish floorrlevetions and show eldvations of adjacent finish grade. Show drainage patterns with minimum slopes. Section 302(d). 9'. Indicata distance from property lines to proposed building. Section 302(d). walls. etc. included under this application. Show on the title sheet all structures, pools, Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included." . Clearly show if the lover level is a basement or a story, based on the definitions in Sections 403 and 420. Plot the finish grade (as defined) on the elevations and dimension the distMce to the floor above, for story determination. . On the cover sheet of the plans, specify any format similar to that shown below or sticky items requiring special inspection, in a back. In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 306 of the Uniform Building Code. REOUIRLD SPECIAL INSPECTIONS ITM FZQ. IF CHECKED FEUFXS SOILS CWPLIANCE PRIOR x) FOUNDATION INSP. STRUCTURAL cox- OVER 2500 PSI PESrnSSED SZEEL FIELD WELDING HIGH STRENGTH BOLTS WANSION ANCHORS SPECIAL HliSONRY SPRAYED ON FIRE PROOFING PILEs/CAISSONS DESIChzR-SPECIFIED . Exterior walls closer than 3 feet to property have no openings. Table 5-A. lines shall be one-hour rated construction and 1 .. line shall have 30 inch parapets when the floor Exterior walls closer than 3 feet to a property area per floor exceeds 1,000 square feet. Section 1709. more than 12 inches into the 3 foot setback Projections, including eaves, may not extend from the property line. Section 1710. 11. Eaves over required windows shall be not less than 30 inches from the side and rear property lines. Section 504. that portion of a roof located within a Plastic skylights Shall not be installed within distance to property line where openings in exterior walls are prohibited or required to be protected. Section 5207 (a) 7. '6 hour fire-resistive construction, heavy timber Projections, including eaves, shall be one- or of nonc:mbustible material if they project into the 3 setback area from the property line. Section 1710. @ Show location of permanently wired smoke Centrally located --in corridor or area giving access to sleeping rooms. In the basement. When sleeping rooms are upstairs, at the upper level in close proximity to the In rooms adjacent to hallways serving bedrooms. when such rooms have a ceilim a each Story. ~ ~ ~~ ~ ~~~~~~ height 2i inches or more above the ceilini NOTE: Detectors shall sound an alarm audible in height in the hallway. sleeping areas of the unit. Section I210 When the valuation of a room addition or repair exceeds $1,000, or when sleeping rooms are exiatinp bedrooms per item 19 above. Section created, smoke detectors shall be provided at 1210. Habitable roams, .other than kitchens, shall contain at least 70 square feet of floor area. At least one room shall have not less thyl I20 square feet of floor area. Section 1207 (b). Window area must b. at least 1/10 of the floor area and a minh of 10 square. feet per Section 1205 (e). Appears to be deficient in . OpeMble window area in habitable rooms mst be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laundry rooms and minh is 1.5 sq. ft. Section 1205 ?a). similar rooms 1/20 of area is re uired and 2f. At least 112 of the comon wall must be open end have an opening not less than 25 sq. ft. nor one tenth of the floor area of the being supplied from an adjacent room. Section interior room if light and ventilation is 1205 (a). . Required windows shall not open into a roofed porch unless the ceiling height is at least 7 feet, the longer side is at least 65% open, and the porch abuts a street, yard or court. Section 1205 (a). Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required openable windows are not provided. Section 1205 (c). . Note that the discharge point for exhaust air ventilating intake. Section 1205(c). '/ tub or shower is present. Section 1205(c). '14 be less than 7'0" in any dimension. Section . Ductless fans cannot be used in bathroom if a . No habitable room, other than a kitchen, shall' 1207 (c). . Show that ceiling height for habitable rooms is a minimum of 7'6". Section 1207 (a). . Show ceiling height for laundry rooms, ' hallways, corridors, and bathroom is a . Dimension on the plans the 30" clear width for * water closet compartments and 24" clearance in front of water closet. Section 511 (a). minimum of 7'0". Section 1207 (a). . Glazing, in the same wall plane as a door, door and less than 60" above the walking surface, unless the glazin is leaded or faceted glass. Section 51106 fd) 6. @ Glazing in shower and tub enclosures shall be 10/2/91 3 36. 31. 4- Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 44" above the floor. The window must have an openable ared of at least 5.7 s uare feet with the minimum openable width 20 9 and the minimum openable height 24". Section 1204. Basements in dwelling units shall comly with the above (even if not desipted as sleeping rooms). Section 1204. Walls and floors separating units in a duplex shall be of one-hour fire-resistive ~~ ~ ~~ construction. Provide details of the assemblies. Section 1202(b). . " - . " - - - - . A mezzanine is an intermediate floor and may not have a floor area exceeding 33 113 percent of the total floor area in the room below. The mezzanine floor must have a clear height of 7 feet, above and below, and must have the long and protective walls or railings not exceeding side open to the room below except for posts 42" in height. Section 1716. The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story,, Section 1716. Dwellings used for daycare for 7 to 12 children shall comply with the special requirements in Chapter 12 of Title 24. Floors above the second story shall have not less than 2 exits. Exceptions: 1. Occupied roofs may have one exit if such occupied areas higher than inmediately above the second story. are less than 500 square feet and located no 2. When the third floor within a unit does not exceed 500 sq. ft., only one exit need be provided. Section 3303(a). Required exit doorways shall be not less than and shall ba capable of opening at least 90 36' in width and not less than 6'8" in height, degrees. Section 3304 (f). Provide 36" high protective railing for porches, 'balconies, and open sides of stair landings. Openings'between railings shall be less than 6". Section 1711. Show how guardrail connection details are, adequate to support 20 pounds per lineel fwt at a right angle to the top rail. Iable 23-B. a. Maximum rise is 7" and minimum rn is 11". When the stairs serves less than 10 occupants, or serves an unoccupied roof, minimum. rise may be 8" maxh and run 9" b. Minimum headroom is 6'-8". C. Minimum width is 36". All handrails per Section 3306 (j), shall satisfy the following: a. Provide handrail for stairways with 4 or more risers. b. Handrail shall ba 34" to 38" above the nosing of treads. C. The handgrip portion of handrail shall be not less than 1 1/2", nor more than 2" in cross-sectional dhension. . Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. Such dimension need not exceed 36 inches. Section 3306 (g), 3304 (j) . . An interior door may open inward at the top not more than 7 112'' lower than the floor step of a staiway provided the top step is level. Section 3304 (i). Provlde details of winding stairway complying With'Section 3306 (d): a. Minimum treed is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. b. Maximum rise is 8 inches. e. Minimum width is 36 inches. Provide spiral stairway details, per Section 3306 (f): a. Minimum run is 7 112 inches msarured at a point 12 inches from where the treads are the narrowest. b. Haximum rise is 9 112 inches. Maximum clear opening between risers is 6 inches. C. Minimum headroom is 6 feet 8 inches d. Ihe tread must provide a clear walking area measuring at least 26 inches from the outer edge of the supporting column to the inner edge of the handrail. Spiral stairways may not be used for required exits when the area served is. greater than 400 sq. ft. Section 3306 (f). Provide I.C.B.O. Research Report .and number for uatal staiway, or sllbmit plans and calculations and approved fabricator registered with the building department or note that the stairway fabrication plens shall be submitted to and approved by the building official prior to installation. Exterior stainrays shall not project into the 3 foot setback from the property lines. Section 3306 (n). Zlre walls and soffits of the enclosed usable space under interior stairs shall bs protected on the enclosed side as required for one-hour fire-resistive construction. Section 3306 (m). Within units, show that corridors have a minimum wid,th of 36 inches. Section 3305 (b). Specify roof slope. Roof slope is not adequate for roof type specified. Table 32-B.C.D and E. Speiify roof material and application. Chapter 32. Specify I.C.B.O. or U.L. approval mber for roof materials not covered in U.B.C., e.g., tile, etc.' Section 107. Specify minimum 114 inch per foot roof slope for drainage or design to support accumlated water. Section 3207 (a) and Section 2305 (f). Show roof drains and overflows. Section 3207. . Provide skylight details to show compliance with Sections 3L01 and 5207 or provide I.C.B.O. approval number. 4 . Plastic skylights must be separated from each @ mow attic ventilation. ~inimm vent area is at least 50% of the required vent is at least 11150 of attic area or ll300 of attic area if 3 feet above eave vents or cornice vents. other by at least 4 feet. Section 5207 (a) 6. show required~area and area provided. Section 3205 (c). ~~~~ s" construction to be per attached fireplace . Provide fireplace construction details or note standard drawing. Chapter 37. . Shov anchored veneer support and connections attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d)l and Section 2515 (a). Show ties and 19 wire in horizontal joints. Show height and construction details of all masonry walls. Chapter 24. walls. Connection shall resist 200 pounds pe.r Show floor and roof connections to masonry lineal foot or the actual design load, whichever is greeter. Cross grain tension or bending in wood ledgers is not permitted. Section 2310. . Show a minimum 2" air space and flashing f between planter and building walls. Section 2516 (c) 7. v . Garage requires one-hour fire protection on f the garage side of walls and ceiling c-n to the dwelling. Table 5-B, Section 503 (a). . All elamants supporting floor above garage, have one-hour fire-resistive protection on the garage side. Section 503 (b) Show 1 318" solid core self-closing door for s between garage and dwelling. Section I . Garages are not permitted to open into a room used for sleeping purposes. Section 1104. 12/18/90 5 ~n occupancy sqaration is not required between carport and residence, provided the carport is open on two or more sides and has no enclosed uses above. Section 503 (a) Exception 3. Show garage framing sections, size of header plate line, method bracing garage front and over garage opening, lateral cross bracing at holddowns if required. Chapter 23. NOTE: Maxim10 shear panel height-to-width ratio is 3 112 to 1 for plyuood. Table 25-1. Doors may open into the garage only if the floor or landing in the garage is not more than one inch lower than the door threshold. Section 3304 (i). water heater. or other device in the garage Provide an 18" raised platform for any TAU, which may generate a flame or spark. UHC Section 508, WC Section 1310 (a). Per soils report, note on the plan the soils classification, whether or not the soil is expansive and note the allowable bearing value. Section 2905 (c). The foundation plan does not comp1y:with the soils report recamendations for this project. Please review the report and modify design, notes and details as required to show compliance: Provide notes on the foundation plan listing the soils report recomendation for foundations, slab and building pad preparation. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommandations in the soils report are properly incoxprated into the construction documents (when required by the soil report). The soils engineer recommnded that helshe review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: 1. The building pad was prepared in accordance with the soils report, 2. The utility trenches have been properly backfilled and compacted, and 3. The foundation excavations comply with the intent of the soils report". . Show height of all foundation walls. Chapter 9 23. f foundation walls. Chapter 23. . =ow height of retained earth on all . If cut or fill slopes exist, show distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29. . Note on plans that wood shall be 6" mininun above finish grade. Section 2907 (a). . Note on plans that surface water will drain away from building and show draina e pattern and key elevations. Section 2905 (ff. 81. Dimension foundation per U.B.C. Table 29A: 1 2 8" 6" 12" 12" 15" 18" 6" 3 7" 10" 18" 24" 8" *Foundations may support a roof in addition to the floors. mere only a roof is supported, use foundation for one floor. t 9. Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. Section 2907 (f). Show foundation bolt size and spacing. 91 . Specify size, I.C.B.O. number and mnufacturer of power driven pins. Show ed e and end distances and spacing. Section 302 td). 2/13/90 6 If required, shov size, embedment and location -of hold dobn anchors On foundation plan. Section 302 (a). hold dobn anchors nust be taed in place prior If hold downs are required! note on plan that to foundation inspection. Section 305 (e) 1. Shov adequate footings under ell bearing walls and shoar balls. Section 2907 (b). Show on the plans stepped footings for slopes steeper than 1:lO. Section 2907 (c). Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c) 2. undisturbed soil. Table 294. Show pier size, spacing and depth into Show minimum underfloor access of 18" x 24". Section 2516 (e). Shov minimdm underfloor ventilation equal to 1 sq. ft. for each 150 sq. ft. of underfloor practicable and shall provide cross ventilation area. openings shall be as close to comers as on at least two approximately opposite sides. Section 2516 (e) 6. wall and main cross-stud partition shall be . Show %all bracing. Every exterior wood stud braced at each end at least every 25 feet of length with 1 x 4 diagonal let-in braces or . Show blocking at ends and at supports of floor joists, rafters and trusses at exterior walls. Section 2517 (d) 3, 2517 (h) 6. . Wing partitions, perpendicular to joists, shall not be offset from supporting girders, bans, walls or partitions, more than the depth of the joist. Section 2517 (d) 5. Shov rafter ties. Ratter ties shall tm spaced not more b feet on center and tm just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h) 0. 45 degrees to the horizontal. Section 2517 (h) 5. . Show rafter purlin braces to be not less than 19. Shov double top plate with ninh 1.8" lap IO/. Show nailing will be in coqliance with Table . Show or note fire stops at the following splice. Section 2517 (9) 2. 25-Q. locations per Section 2516 (f): a. In conceuled spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 wall; foot inten-als along the length of the b. At all interconnections between concoaled vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; e. In concealed spaces between stair stringers at the top and bottom of the with the xun of stairs if the walls under run and between studs along urd inline the stairs are unfinished: and d. In openings around vents! pipes, ducts, chimneys, fireplaces and srmxlsr openings which afford a passage for fire at noncombustible materials. ceiling and floor levels, with In duplexes, draft stops shall be provided in floor-ceiling assemblies and attics in line with xalls separating units and separating units from comon areas. '3 stud heiehts: Bedrine wall: 2 x0 and 2 x 6 . Shov stud size and spacing. Kaxh allowable ' w. 10'; Non-bearing: 2 x 4 &. 14'. 2 x 6 "~ w. 20'. Table 25-R-3. . Studs supporting two floors, a roof and ceiling mst be 3 x 4 or 2 x 6 at 16'' O.C. Table 25-R-3. 1 3. Note on A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 2505. 7/6/91 7 Detail all post-to-bedm and post-to-footing connections and reference the detail to the plan. Section 2516 (m). Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Paintain maximum diaphragm dimension ratios. [Tables 25 I, J, K and Section 4714 (d)]. Provide trass details and trass calculations for this project. Specify trass identification numbers on the plans. Show 1/2" minimu clearance between top plate of interior partitions and bottom chord of trusses. (Io ensure loading will be as desimedl. 2 plan: Section 302 (d). 3hycMe fk~oisfs #I@ 119. Provxde roof franing plan and floor ,framing YO. Provide framiniedions through '*HALC"caffcd Fbr 'ei5k.7 Section 302 (a). 1 1. Specify all header sizes for opening over 4' i vide. Section 2517 (g) 5. 12. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (b). I 1 3. Provide calculations for lateral loads, shedr 1 panels shear transfer and related. Section 302 (bj. . In Seismic Zones 3 and 4, the allowable shsar wall values for d~ywall in Table 47-1 must be reduced 50 percent when considering earthquake loads. This does not apply to wind loads. Footnote 1. . Show on the plans all structural requiremmts developed in the structural calculations. Section 302 (dl. (See colnwntr below or at end.) 12 . Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be projecting above floors unless approved wood supported by concrete piers or metal pedestals of natural resismce to decay or treated wood is used. Section 2516 (c) L. / lrs . Individual concrete or nasonry piers shall project at least 8 inches above exposed ground unless the colms or posts which they support are of approved wood of natural resismce to decay or treated wood is used. Section 2516 (c) 4. Show location of attic access with minimu slze 22" x 30". Section 3205. "I". . . Show draft separation for attic areas between units in a duplex. Section 2516 (f). Specify plywood andlor particle board thickness, grade and panel identification index. Table 254. When roof pitch is less than 3:12. design ridge as a beam. Section 2517 (h). If foundation cripple wall studs are less than 14" high, framing shall be solid blocking, or sheathed with plywood. Section 2517 (9) 4. Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when sup orting 2 stories.. Section 2517 (gp 4. Show plyvood sheathing over exposed eaves, or other weather exposed areas. is "bonded with exterior glue." Plywood used for exterior wall coverin shall be the exterior type. Section 2516 fi), 2516(g)3. Detail truss layout for 30" x 30" attic access, if required for equipment in the attic and detail 30" x 30" clearance through MS webs. Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. In OPM beam construction, provide strap ties across the beams at the ridge support. Section 2501 (a). J Note on the plans tht"al1 weather-exposed surfaces shall have a weather-resistive barrier to protect the interior wall covering and that exterior openings shall be flashed in such a mer as to make them weatherproof". Section 1707. All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. 138. Show the size, location and type of all heating l$. Every dwelling unit. shall. be provided with heating facilities capable of maintaining a room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC. Sec. 1212. "1 must be 12 inches wider than the furnace or . Note on the plans that the FAU closet or alcove furnaces being installed. UMC Section 706. '+ space in front of furnace. Section 505, UHC. and cooling appliances or systems. . Show minimum 30" deep-..unobstructed working . Furnace shall not be installed in any bedroqm, bathroom or in a closet or confined space with access only through such room unless speciffed an direct vent appliance, enclosed furnace or electric heating appliance. Section 704 UMC. . Show source of combustion air to furnace, per Cnapter 6, UMC. . Show access to the attic containing equipment to be miniman 30 inches by 30 mches. The opening may be 22 inches by 30 inches if the equipment Can be rwved through such opening. Section 708 UHC. . Note that passageway to the attic furnace shall be unobstxucted and have continuous solid flooring not less than 24 inches wide, not more than 20 feet in length through the attic. Section 708 UMC. fixture controlled by e switch for furnace . Show permanent electrical outlet and 'lighting 708 h 709 IMC. located in attic or underfloor space. Section Id. Shw details to cqly vith Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. . Show I.C.B.O. approval number for prefab fireplace. Show height of chimney above roof per I.C.B.O. approval or Table 37-B. lL0. Note on the plans that approved spark arrestors shall be installed on all chimneys. Section 3704(h), Title 2L. 1 1. Note on plan: Gas vents and non-combustible or less shall be effectively draft stopped at UBC, Section 1706 (a! 6. each floor or ceilin . P piping, in walls, passing through three floors 'f 1903. . Provide dryer vent to outside. UMC, Section All ' wiring shall comply with the National Electrical Code. 1 3. Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub- panels. If service is over 200 amps, submit single line diagram, panel schedule and load calculations. t . Note on the plans: "Electrical outlets shall be installed in accordance with NKC Article 210-52". 17 . Note on the plans: 0 I31 controlled by a wall switch shall be provided in accordance with Nu: Article 210-70". "Lighting outlets 156. Note on the plans: "Light fixtures installed in clothes closets will comply with NE Article 410-8". . Note on the plans: "Convenience outlets in bathrooms, kitchen counter top(s) within 6 feet of the kitchen sink, outdoors, and in garages and basements (other than for laundry and similar equipment) shall be GFI protected." NKC. Art. 210-8. . Note electrical system ground to be provided per NEC, kt. 250-80(a), Sl(c). . Show water heater size, type and location on plans. VPC, Section 1301. fuel burning water heater. If wall openings in Show source for providing combustion air to an enclosure are used, at least one-half of the upper twelve inches of the enclosure and one- required opening area shall extend into the half within the lower twelve inches. upc, Section 1307. Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. upc, Section 1309. Provide adequate barrier to protect water heater from vehicle damage. An 18" platform for the water heater does not satisfy this requirement. UPC, Section 1310. . Show T and P valve on water heater and show UF'C, Section 1007 (e). route of discharge line to exterior. lf. Show that water heater is adequately braced to resist seismic forces, when not connected by rigid pipe. UHC Section 504(d). Provide insulation in walls and ceiling to achieve STC of 50 between garage and living area if garage use is not controlled by resident. -Titie 24. . Provide plans, calculations and worksheets to show compliance with current energy standards. 17 . The regulations require a properly completed imprinted on the plans, taped to the plans or building inspector to readily compare the "sticky backed" on the plans, to allow the actual construction with the requirements of the approved energy design. / and properly signed Form CF-1R to be either All energy items shown on the plans must be in agreerent with the information shown on the properly completed Form CF-U. 1 4. Specify on the buildine olans all of the listed on the enclosure titled, "Mandatory I mdatory energy conservation requirements as Show shower stall can accommodate a 30" circle and has a minimum floor area of 1,024 sq. in. UF'C 909 (a). . Provide clothes washer hook-up for each unit. '$6 Title 24, Part 3. valves, if any, shall use no more than 1.6 New water closets and associated flushometer gallons per flush and shall meet performance standards established by the American National Standards Institute Stanilard A112.19.2, and urinals and associated flushometer valves, if any, shall use no more than one gallon per flush and shall meet performance standards established by the American National Standards Institute Standard A112.19.2. H h S Code, Section 17921.3(b). . Show details of duplex comon (party) walls and floorlceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibels and an Impact Insulation Class (IIC) rating on floorlceiling of 50 decibels. Title 24. . Show how penetrations of assemblies for piping, lT bathtubs, soffits, or heating ventilating, or electrical devices, recessed cabinets, exhaust ducts shall be sialed lined;. or transmission rating. Title 24. msulated to maintain reqhired sound Enerpv Conservation Reauirements". 17k. Show the h. model and efficiencv of the / space heating. (or cooling) system ana provide heat loss calculations if the output exceeds 45,000 BTUlHr. . For room additions, show that the glazing area of the addition does not exceed 16% of the newly-conditioned floor area, plus glazing removed or relocated due to the addition. '7 I. 7. lf . Provide fluorescent general lighting in kitchen(s) per CAC, Title 24, 2-5352(5). CARlSAD S.P.D. h EUFZEi 1 8 Energy conservation design should be for Zone . Floor drains must have auto-prime (city policy). . For gas piping under slabs that serve kitchen island cooktops, see the attached Policy 91-46 for special sleeve and clean-out requiresent.. (city policy). . Note exhaust fans cannot be ductless type New residential units must be pre-plumbed for future solar water heating. Note "two roof #,a& must be installed" where the. water below the most south facing roof (City eater is in the one story garage and directly Ordinance No. 8093). 1/17/92 10 Note "two 3t4" copper pipes mst be installed to the most convenient future solar panel story garage and is not directly below the most location when the water heater is not in a one south facing roof. (City Ordinance No. 8093). . All piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy). Incorporate the waterproofing details, on the attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). lC#. Show on, the Title Sheet on the plans, the lnformatron required by the attached Developmental Services Sheet 112383. residential buildings, including submit two copies. Exception: If a room addition is limited to one story and 1000 sq. ft. in area, then a soils report is not required.. Esgil Corporation will advise the City to place their soils notice stamp on the plans. . Heavy timber framing, minimum 6" x 10" beams and minh 8" x 8" post, for the structural beam and column supporting the fire separation between the garage and living area above, is acceptable if shown on the plans. (city policy). . All structures require a Class B roof covering, except room additions. If a room addition covers all of the existing building (2nd story addition), then the above exception doesn't apply. . City Ordinance 9792 requires two parking spacestunit with clear area of 2O'xZO' i.e. no washing machines, etc. Show compliance. 19\. All chiuneys attached to any appliance or fireplace that buns solid fuel shall be equi ed with an approved spark arrester. The net gee area of the spark arrester shall be not less than four times the net free ara of the outlet of the chimney. The spark arrester screen shall have heat and corrosion resistance equivalent to 12 gauge wire, 19 gauge galvanized wire or 24 gauge stainless steel. Openings shall not permit the passage of and shall not block the passage of spheres spheres having a diameter larger than 1t2-inch having a diameter of less than 318-inch. P 1 2. Only tank-type water closets that use an average of 1.6 gallons of water per flush or less, and urinals and associated flushometar ,valves, that use an average of 1 gallon of water per flu= or less shall be installed in new construction. These provisions shall apply to existing buildings only when toilets are being replaced in existing bathrooms or installed in new bathrooms. I?. Please see additional corrections, or remarks, 194. To speed up the recheck process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 0 0 on the following page. 195 Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please check. Yes No The City of Carlsbad has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number 619t560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact at Esgil Corporation. If you have any questions regarding City Building pemit procedures, please contact Carter Darnel1 at the City of brlsbad, 2075 Las Palmas Dr., telephone 619t438-1161. Thank you. Enclosures: 1. kMt& VALUATTON AND PLAN CHXK FEE 0 Bldg. Dept. 0 Esgil Total Value Building Permit Fee S- s 3l0,50 Plan Check Fen S t aDI.83 COHHCNTSi . SHEET OF 12/87 1, i 6 4 .> * 7 Q &d ". BUILDING PLANCHECK i $2 ENGINEERING CHECKLIST 8G 3fi U&)T:.'j DATE: 3% $'?' $$kj 'r'l NEEDS YOUR ACTION 1-20.42 ITEM COMPLETE h QJ61 wNq PLANCHECK NO. c~f5 92 ITEM INCOMPLETE 123 2742) WdXAUTA c;T I. - ITEM SELECTED TDD SNR C C C PROJECT ID: AFd ?-ls-4m HHH EEE EST, v~~LL(& : & 33,2053 - C C C LEGAL REOUIREMENTS /ZZESIOEMIW~ Aw\nOhl . .- I iq -u7 .K K K Si an @fn 0 l.te z:ovide a fully dimensioned site plan drawn to scale. proposed structures, streets, existing street improvements, Show: north arrow, property lines, easements, existing and right-of-way width and dimension setbacks. 2. Show on site plan: elevations, elevations of finish grade adjacent to Finish floor elevations, pad building, existing topographical lines, existing and proposed slopes, driveway with percent (%) grade and drainage patterns. 0 3. Provide legal description and Assessors Parcel Number. ,;' f Discretionarv ADDroval Comnliance i c] 0 0 4. No Discretionary approvals were required. 0 d5. Project complies with all Engineering Conditions of 0 6. Project does not comply with the following Engineering Approval for Project No. Conditions of Approval for Project No.&6m,ndAUd--b Conditions complied with by: Field Review Date: 0 0 0 7. Field review completed. No issues raised. 0 0 8. Field review completed. The following issues or discrepancies with the site plan were found: 0 0 0 A. Site lacks adequate public improvements 0 0 0 B. Existing drainage improvements not shown or in conflict with site plan. 0 c. Site is served by overhead power lines. I. h 0 0 D. Grading is required to access site, create pad or provide for ultimate street improvement. cl E. Site access visibility problems exist. Provide onsite turnaround or engineered solution to problem. 0 F. Other: [J 9. No dedication required. 10. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 84" x 11" plat map and submit with a title report and the required processing fee. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. The description of the dedication is as follows: ~~ ~~~ Dedication completed] Date By : 11. No public improvements required. SPECIAL NOTE : Damaaed or efectlve wovements foWd adlacent to bulldlna slte must ired to the satWaction of the Cltv insuector ur - ioy 0 0 12. public improvements required. This project requires construction of public improvements pursuant to section Engineer prepare appropriate improvement plans and submit 18.40 of the City Code. Please have a registered Civil Department. for separate plancheck process through the Engineering Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. The required improvements are: .. Improvement plans signed, Date: by : P:\D~SUIISFOWO\FRIIM)lO.DW REV. 02127lPl 000 13a. 15. Improvements are required. Construction of the public improvements may be deferred in accordance with Section 18.40 of the City Code. Please submit a letter requesting deferral of the required improvements together with a 'I recent title report' on the property and the appropriate processing fee so we may prepare the necessary Future must be signed, notarized and approved by the City prior to Improvement Agreement. The Future Improvement Agreement issuance of a Building Permit. Future Improvement Agreement completed, Date: 9 By : Inadequate information available on site plan to make a determination on grading requirements. Please provide more detailed proposed and existing elevations and contours. Include accurate estimates of the grading quantities (cut, fill, import, export). No grading required as determined by the infomation provided on the site plan. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted for separate plan check and approval through the Engineering Department. WTE: The Gradina Permit must be issued and gr adina substantiallv comnlete and found acceutable to he : s t .. Grading Inspector sign off. Date: by: 16. 17. Right-of-nay Riqht-of-Way Permit not required. : Permit issued by the Engineering Department is required for Permit required. A separate Right-of-way the following: 000 19. 0 0 20. Sewer Permit is not required. concurrent with Building Permit issuance. The fee required Sewer Permit is required. A sewer Permit is required is noted below in the fees section. Industrial Waste Permit is not required. REV. 02/21/91 iE 'a 21. Industrial Waste Permit is required. Applicant must complete Industrial Waste ,Permit Application Form and 'submit for City approval prior to issuance of a Building Permits. Permits must be issued prior to occupancy. Industrial Waster Permit accepted - Date: By: Fees Reauksd 0 N/P 27. Park-in-Lieu Fee 1 Quadrant: Fee per Unit: Total Fees:- 0 23. Traffic Impact Fee Fee Per Unit: Total Fee: 24. Bridge and Thorough fare Fee Fee Per Unit: Total Fee: 25. Public Facilities Fee required. 26. Facilities Management Fee Zone: Fee : 27. Sewer Fees Permit No. EDU'S Benefit Area: Fee: 1 28. Sewer Lateral Required: Fee : 29. REMARKS: LL1QINE1RILs0 AUTEORIBATIOI TO ISSUB OIRXIT Item Complete Item Incomplete - Needs your action 1,2,3 Number in circle indicates plancheck number where deficiency was identified DATE OF COMPLETION: .I ., &n ChlifOmiaLal~ j; . ' 'on Pennit Required: YES - NO - / " DATE OF APPROVAL: SA Diego Coast biitrict, 3111 Camino Del Rio North, Suite 200, San Diego, CA. 92108-1725 (619) 521-8036 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval See attached submittal requirements for landscape plans Site Plan: 1. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, ekisting street improvements, right-of-way width and dimensioned setbacks. do 0 2. Show on Site Plan: Finish floor elevations, elevations of fish gkade adjacent to building, existing topographical lines, existing and proposed slopes and driveway. / 000 J 3. Provide legal descnption of property. 4. Provide assessofs parcel number. zoning: do 0 1. Setbacks: Front: Required 20' Shown 20' Int. Side: Required /O ' Shown 15 ' Street Side: Required /o' Shown= Rear: Required Shown JU' - -dln? r.ndP3'h 2. Lot coverage: Required 5@ Shown OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER p.flchD*TE*/ L . 4 -. . -. 1 LOVELACE ENGINEERING 9888 CARROLL CENTRE kD. SUITE 106 SAN DIEGO, CALIFORNIA 92126 PHONE (619) 689.9111 FAX (619) 689-9113 REMARKS: LOVELACE ENGINEERING, INC. SWCTURAL ANALYSIS & MSGN TlTLE 24 ENERGY CALCULATKNS STRUCTURAL CALCULATIONS DATE: JULY21, 1992 PROJECT: WVER RDDITlON 2748 ARGONAUU SlRUiT CARLSBAD, CA 92009 DESIGNER: RAE CARLSON 5248 RIMPARK LANE SANDIEGO, C4 92124 JOB NO. : 92203 NOTE THESE CALCULATION8 ARE INVAUD UNLESS BURIN0 A iW9 STAMP L SIONATURE 4 4 L GOVERNINQ CODE: CONCRETE: MASONRY MORTAR: GROUT REINFORCING STEEL STRUCTURAL STEEL WELDINQ: SAWN LUMBER GLULAMS SOIL: MlGN CRlTFRlA UBC *BBb 191 I Fp 2000 PSI, NO SPECIAL INSPECTION REQ'D. (U.N.O.) ASTM CSO, F',,,=1500 PSI. NO SPECIAL INSPECTION REQ'D (U.N.O.) ASTM C270. Fc=1800 PSI, TYPE S ASTM C476, Fp2000 PSI ASTM A615, F; 40 KSI FOR U3 AND SMALL€R ASTM A615. F,= 60 KSI FOR #4 AND LARGER (U.N.O.) ASTM A36, Fp 36 KSI STRUCTURAL SHAPES & PLATES (U.N.O.) ASTM A53, GRADE B. Fy= 35 KSI STRUCTURAL PIPE (U.N.O.) ASTM A500. GRADE B. F,=46 KSI STRUCTURAL TUBINQ (U.N.O.) E70 SERIES-TYP.. E90 SERIES FOR A615 GRADE 60 REINFORCING DOUGLAS FIR LARCH. ALLOWABLE UNIT STRESSES AS PER UBC, TABLE 25-A-1 DOUW FIR OR DOUGLAS FIWHEM 24F-V4 FOR SIMPLE SPANS 24FvV8 FOR CANTILEVERS ALLOWABLE BEARING PRESSURE P PSF ACTIVE SOIL PRESSURE ACTIVE SOIL PRESSURE(RESTRAINE0) I PSF X PSF PASSIVE SOIL PRESSURE = PSF SOIL DENSlfY 1 COEFFICIENT OF FRICTION PCF 0 EXISTINQ NATURAL SOIL PER UBC TABLE 29-8 - 0 SOILS REPORT BY DATED . c LOVELACE ENGINEERING,INC. 8nec r NO. 2 OF. STRUCTURAL ANALYSIS & DESIGN 9888 Carroll Cenlre Rd.. Sle. 106 CALCUUTEDW SAN DIEGO. CA 92226-4580 (610) 689.')111 FAX (619) 689-9113 DATE -.- CHeCKED UV _., - vm I . .. SALE DEAD LOAD: FLOORINQ (CARPET PAD) .................................................. 2.0 LT.WEIGHTCONC ........................................................... SHEATHINQ .............................................................. ..O DRYWALL ................................................................ 2.5 TOTAL DEAD LOA0 OTHER (ELEC.. MECH.. MISC). 3.a LIVE LOAD (RESIDENTIAL USE PER UBC CHAPTER 23): TOTAL LOAD JOISTS ................................................................. 3.5 ................................................ 13.0 4ep 53 DEAD LOAD BALCONY ~~~~~ ~~~ ~ FLOORINGC ) ............................................... SHEATHING .............................................................. 2.0 JOISTS ................................................................. 3.5 CEILING FINISH I ) ................................................... TOTAL DEAD LOAD OTHER (ELEC.. MECH., MISC.) 1sL LIVE LOAD TOTAL LOAD Bep ................................................ .O Exnammu ................................................................. ................................................................ DRYWALL 2.5 STUDS 1.0 INSULATION .................................... EXTERIOR FlNlSt ' " * ............ n prvL00 ) 1.5 OTHER(MISC.) 19 10 TOTAL LOAD: ~tAD ................................................ ............................................................ - STUDS ................................................................. 1.0 DRYWALL ................................................................ 5.0 OTHER(M1SC.) ............................................................ 19 TOTAL LOAD 7.0 DEAD LOAD ROOFING ( 711 r .) ........................................... ./Oo SHEATHING .............................................................. 1.5 RAFTEWCEILING JOISTS OR TRUSSES ......................................... 4.0 INSULATION .............................................................. 1.5 DRYWALL ................................................................ 2. 5 OTHER (ELEC., MECH.. MISC). ................................................ TOTAL DEAD LOAD IL5- LIVE LOAD: *cl .o TOTAL LOAD 'ku 3b.O PSF PSF PSF PSF PSF PSF PSF PSF PSF PSF PSF PSF PSF PSF PSF PSF JOD ,e 2 245. SHER No. 3 w b LOVELACE ENGINEERING, INC. STRUCTURAI. ANALYSIS & DESIGN 9888 Carroll Centre Rd., Ste. 1W WLC‘ULATCD DY a\l. .- LlAlC ,. SAN DIEGO. CA 921264.480 (419) 609-91 11 I.AX (619) 689-91 13 CIICCKED nv DATC SCAI E - .- LOVELACE ENGINEERING, INC. STRUCTURAL ANALYSIS & DESIGN 9888 Carroll Cenire Rd.. Ste. 106 CALCUU~CD + IIV ::,- SAN DIEGO. CA 921264580 8MEET NO. (619) 689-91 I1 FAX (619) 689-91 13 CHCCKCD BY DATE 1 SCALE I 6195715411 - A JOB 92z07, . SHEET No. 4 OF LOVELACE ENQINEERING, INC. STRUCTURAL ANALYSIS & DESIGN 9888 Carroll Centre Rd.. Ste. 106 CALCUUTED nv E4 SAN DIEGO. CA 92126-4580 ME - (619) 689-91 11 FAX (619) 689-91 13 CHCCXCD ov DATE %ALE. .. .. . .. I. , .. ,. ., ...., .:.... .. . XM / 9 22.0% LOVELACE ENGINEERING, INC. STRUCTURAL ANALYSIS & DESIGN 9888 Canoll Centre Rd., Ste. 104 CUCULATLO BY gu SAN DIEGO, CA 92126-4540 (619) 68W111 FAX (619) 689-91 I3 CMECKED 8V o4re ~ I wr=m.-L OF - (n DATE c 1 BENTON ENGINEERING. INC. APPLIED 601L MECMANICS - - FOUNDATlONS 5AN DIECO.C*LIFO"NII\ 9212, B,AO RUFFIN "0.L" June 23, 1981 h"r . Vi to Gerorda 6741 Corintia Street Carlsbad, California 92008 Subject: Project No. 81-5-21D Final Report on Compacted Filled Ground Lot 589 of La Costa Meadows Unit No. 4 Carlsbad, California Gentlemen: This is to report the resulk of tests and observations made in order to inspect the compaction of filled ground ploced in the proposed building ore0 on Lot 589 of La Casta Meadows Unit No. 4 in Carlsbod, California.' The'fill wos ploced'on June 17 and 18, 1981. The approximate area and depth of filled ground placed under our inspection'in accordance with the approved specifications ore shown'on the'attached Drawing No. 1, entitled "Locotion of Compacted Filled Ground." .The groding plon used for the placement of filled ground, dated December 11, 1980, was preparod by Brion Smith Engineers. ! . .. . , The approximate locations at which the tests wire 'taken are shown on'the attached Drawing No. 1 and the final test results are presented on page 3, under the "Table of Test Results." .. 1 The laboratory determinations of the maximum dry densities and optimum moisture contents of i the major fill moterials are presented on page 3, under the "Laboratory Test Resulk." Some 1 of the maximum dry densities shown in the "Table of Test Results" were combinations of these The tests were taken on the dates indicated below: .. Test Number 1,2 and 3 4 and 5 Date - June 17, 1981 June 18, 1981 -I The final results of tests and observations indicate that the compacted filled ground has been ploced at 90 percent of the maximum dry density or grcoter. It has been determincd that the fill moteriols, compocted to 90 percent of the maximum dry density, hqvc a safe bearing value of 1,930 pounds per square foot for one foot wide continuous footings founded at least 1.5 feet below the lowest odjoccnt compocted filled ground surface and within the limits of the proposed.building shown on Drawing No. 1. I - City of Carlsbad January 27, 1992 Gary and Cindy Winter 2748 Argonauta St Carlsbad, Ca 92009 PLANCHECK CB 920088 You recently applied for a plancheck of your 456 square foot bedroom and bath addition. Along with your application you submitted a copy of your agreement with your neighbors. The agreement implies that the City of Carlsbad will perform certain acts, and obtain signatures. We are returning the agreement to you. The City is not part of the agreement and cannot become responsible for any portion of its enforcement. The agreement is between you and your neighbors and is enforceable only by both of you. Our responsibility is to check the plans to assure you they are in accordance with all the codes and ordinances of the City of Carlsbad. nd after all corrections have been made, we will notify you lancheck process continues you will be sent various correction building permit is ready to be issued. any questions, lease telephone me at ext 4332. s CARTER DARNELL, PLANCHECK COORDINATOR c: Dennis and Jocelyn Gilbert 2075 Las Palmas Drive - Carlsbad, California 92009 - (619) 438-1 161 To Whom It May Concern: We, Dennis ,R. and Jocelyn E. Gilbert, residing.at 2750 Argonauta Street, Carlsbad, California, agree to an addition proposed by Gary and Cindy Winter to 2748 Argonauta Street, Carlsbad, California, provided that: 1. The proposed plans, drawlngs, and specifications which affect the exterior design and/or materials of the building and which are approved by the San Diego County Building Department and/or the City of Carlsbad Building Department will be presented to the Gilberts for their written approval to be noted by their signatures on the plans 'approved by the pertinent building department before construction begins. 2. If during the construction process any changes to the originally approved.plans, drawings and/or specifications affecting the exterior of the building on any side seem desirable or necessary, .the proposed change(s) will be presented to the Gilberts in writing for their written approval before construction continues. ! 3. An addendum to this agreement outlining the further agreements between the Winters and the Gilberts will be presented to the Winters by February 7, 1992, for their approval and construction may not begin until all parties are in agreement to this addendum as witnessed by their notarized signatures. . .. . {hfh- is R. Gilbert Date /! && yn E. Gilbert Date I /' / fi i 1 si i I 7