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HomeMy WebLinkAbout2511 ABEDUL ST; ; 82-155; PermitDECLARATIONS LENDER -7 WORKER'SCOMPENSATION OWNERmUILDER CONTRACTOR 1- li t t c c i A Pink - Applicant Gold -Temporary File " i White - Inspector Green - (1) Finance (2) Data Process, Yellow - Assessor I I 1- 1 c t t i 1 i I I I t 4- 7- I QCitp of CarIs'bab REQUEST FOR INSPECTION RECORD TIME: PERMIT NO. OWNER ADDRESS 11 . 7 b REQUESTED BY .QA& PHONENO. c a PERSON TAKING REPORT BUILDING 0 FOUNDATION 0 REINFORCING STEEL 0 MASONRY 0 GROUT. GUNITE 0 FLOOR AND CEILING SUB FRAME 0 SHEATHING 0 ROOF 0 SHEAR fl UFFER GROUND 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING , 0 *ELECTRIC SERVICE 0 EXTERIOR LATH fl INSULATION 0 iNTERlOR LATH OR DRYWALL SEWER AND PLlCO 0 SOLAR HEAT C TOP OUT PLUMBING TUB OR SHOWER PAN 0 POOL 0 SPA 0 GASTEST /7. I -\ MISCELLANEOUS 0 CONDITIONED AIR SYSTEMS O WATER HEATER 0 SOLAR WATER I Y""' 0 GRADING 0 DRIVEWAY P(FINAL SPECIAL INSTRUCTIONS Ready For Inspection: 0 Monday 0 Tuesday 0 Wednesday 0 Thursday 0 Friday 0 A.M. 0 P.M. ~ ~~ ~~ ~ ~ ~ ~" ~~ - ~- REQUEST FOR INSPECTION RECORD fA I REQUESTED BY PHONE NO. PERSON TAKING REPORT r BUILDING 0 FOUNDATION REINFORCING STEEL 0 MASONRY 0 GROUT. GUNITE 0 FLOOR AND CEILING SUB FRAME 0 SHEATHING 0 ROOF 0 SHEAR INSULATION PTERIOR LATH OR DRY 0 FINAL I ELECTRICAL 0 TEMPORARY SERVICE n UFFER GROUND 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING U ELECTRIC SERVICE 0 FINAL 0 UNDERGROUND PLUMBING 0 SEWER AND PUCO TOP OUT PLUMBING 0 TUB OR SHOWER PAN 0 GASTEST 0 WATER HEATER 0 SOLAR WATER 0 FINAL ., MISCELLANEOUS 0 CONDITIONED AIR SYSTEMS 0 SOLAR HEAT 0 PATIO 0 POOL 0 SPA 0 SIGN 0 GRADING 0 DRIVEWAY 0 FINAL Tuesday 0 Wednesday 0 Friday ~~ " Citp of &arIe’bab *. REQUEST FOR INSPECTION RECORD REQUESTED BY // V~~~~~~~~ I O FOUNDATION 0 REINFORCING STEEL 0 MASONRY 0 GROUT. GUNITE 0 FLOOR AND CEILING SUE FRAME 0 SHEATHING 0 ROOF 0 SHEAR 0 FRAME 0 EXTERIOR LATH INSULATION NTERIOR LATH OR DRYWALL % 0.qo.5 .g 0 FINAL PLUMBING 0 UNDERGROUND PLUMBING SEWER AND PLlCO 0 TOP OUT PLUMBING 0 TUB OR SHOWER PAN 0 GASTEST 0 WATER HEATER SOLAR WATER 0 FINAL ELECTRICAL Y 0 TEMPORARY SERVICE n UFFER GROUND 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING U ELECTRIC SERVICE 0 FINAL MISCELLANEOUS 0 CONDITIONED AIR SYSTEMS 0 SOLAR HEAT 0 PATIO 0 POOL 0 SPA SIGN 0 GRADING 0 DRIVEWAY FINAL SPECIAL INSTRUCTIONS 0 Wednesday 0 Thursday 0 Friday THIS IS TO CERTIFY THAT INSULATION HAS BEEN INSTALLED IN CONFORMANCE WITH THE CURRENT ENERGY REGULATIONS, CALIFORNIA ADMINISTRATIVE CODE, TITLE 25, STATE OF CALIFORNIA, IN THE BUILDING LOCATED AT: SITE ADDRESS: zSbj Rz Number Street city - EXTERIOR WALLS Manufacturer -/./h. Thickncar/Type 3 R/Value // / / 0 CEILINGS Battr: Manufacturer I htcknera 6% “R/vaIue /9 GENERAL CONTRACTOR: LIC.# BY TITLE DATE INSULATION CONTRA(T0R: WESTERN INSULATION L1C.t 290497 B i ’. , .- Citp of 4CarIsbab REQUEST FOR INSPECTION RECORD INSPECTOR PERMIT NO. TIME: DATE: REQUESTED BY PHONE NO. PERSON TAKING REPORT BUILDING ELECTRICAL 0 FOUNDATION 0 REINFORCING STEEL 0 TEMPORARY SERVICE 0 GROUT. GUNITE 0 ELECTRIC UNDERGROUND 0 MASONRY n UFFER GROUND ROUGH ELECTRIC 0 FLOOR AND CEILING SUB FRAME 0 POOL BONDING 0 SHEATHING 0 ROOF 0 SHEAR U ELECTRIC SERVICE FRAME 0 FINAL EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH 0 FINAL PLUMBING - 0 UNDERGROUND PLUMBING 0 SEWER AND PUCO TOP OUT PLUMBING 0 TUB OR SHOWER PAN #‘GAS TEST 0 WATER HEATER 0 SOLAR WATER 0 FINAL MISCELLANEOUS n CONDITIONED AIR SYSTEMS 0 SOLAR HEAT U PATIO 0 POOL 0 SPA SIGN 0 GRADING 0 DRIVEWAY 0 FINAL SPECIAL INSTRUCTIONS Ready For Inspection: Monday 0 Tuesday 0 Wednesday Thursday 0 Friday A.M. 0 P.M. ~ Citp of 4Carle’bab -REQUEST FOR INSPECTION RECORD INSPECTOR Ad PERMIT NO, DATE: TIME: wL OWNER n ADDRESS &g/ M%.uuL REQUESTED BY PHONE NO. Of, -64 PERSON TAKING REPORT &@ {BUIL~ING, FOUND- REINFORCING STEEL 0 MASONRY 0 GROUT. GUNITE 0 FLOOR AND CEILING SUB FRAME 0 SHEATHING 0 ROOF 0 SHEAR >RAME 0 EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL 0 FINAL PLUMBING 0 UNDERGROUND PLUMBING 0 SEWER AND PUCO 0 TOP OUT PLUMBING 0 TUB OR SHOWER PAN 0 GASTEST 0 WATER HEATER 0 SOLAR WATER 0 FINAL 0 TEMPORARY SERVICE n UFFER GROUND ROUGH ELECTRIC 0 ELECTRIC UNDERGROUND 0 POOL BONDING 0 ELECTRIC SERVICE 0 FINAL MISCELLANEOUS 0 CONDITIONED AIR SYSTEMS 0 SOLAR HEAT 0 PATIO 0 POOL 0 SPA 0 SIGN 0 GRADING 0 DRIVEWAY 0 FINAL SPECIAL INSTRUCTIONS Ready For Inspection: 0 Monday 0 Tuesday 0 Wednesday 0 Thursday 0 A.M. 0 P.M. ~~ -~ Citp of Carle'fiab REQUEST FOR INSPECTION RECORD TIME: INSPECTOR PERMIT NO. DATE ADDRESS PHONE NO. PERSON TAKING REPORT 0 REINFORCING STEEL 0 MASONRY 0 GROUT - GUNITE 0 FLOOR AND CEILING SUB FRAME n UFFER GROUND 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING ~ PLUMBING 0 UNDERGROUND PLUMBING 0 SEWER AND PLlCO 0 TOP OUT PLUMBING 0 TUB OR SHOWER PAN 0 GAS TEST 0 WATER HEATER 0 SOLAR WATER 0 FINAL MISCELLANEOUS 0 CONDITIONED AIR SYSTEMS 0 SOLAR HEAT 0 PATIO 0 POOL 0 SPA 0 SIGN 0 GRADING 0 DRIVEWAY 0 FINAL SPECIAL INSTRUCTIONS Ready For Inspection: 0 Monday 0 Tuesday @ednesday 0 Thursday 0 Friday Citp of Carls'bab REQUEST FOR INSPECTION RECORD TIME INSPECTOR PERMIT NO. DATE OWNER nl . ADDRESS JSfI m REQUESTED BY PHONE NO. PERSON TAKING REPORT BUILDING 0 FOUNDATION 0 REINFORCING STEEL 0 MASONRY 0 GROUT. GUNITE 0 FLOOR AND CEILING SUB FRAME 0 SHEATHiNG 0 ROOF 0 SHEAR 0 FRAME 0 EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL 0 FINAL 0 SEWER AND PUG0 0 TOP OUT PLUMBING 0 TUB OR SHOWER PAN 0 GAS TEST 0 WATER HEATER 0 SOLAR WATER 0 FINAL I ELECTRICAL - TEMPORARY SERVICE p, & /~,UFFERGROUND / r 0 ELECTRIC UNDE 0 ROUGH ELECTRI w 0 POOL BONDING 0 ELECTRIC SERVICE I CONDITIONED AIR SYSTEMS 0 SOLAR HEAT 0 PATIO 0 POOL 0 SPA 0 SIGN 0 GRADING 0 DRIVEWAY 0 FINAL SPECIAL INSTRUCTIONS Ready For Inspection: 0 Monday 0 Tuesday 0 Wednesday 0 Friday 0 A.M. 0 P.M. ~. ~ " Citp - - - of - "" CarIe'bsb "- -.. REQUEST FOR INSPECTION RECORD - - -. ." - - - -:" ._". INSPECTOR PERMiT NO. OWNER PWhn ADDRESS ' 35// .ABWL REQUESTED BY PHONE NO. TIME DATE: 3- BUILDING 0 FOUNDATION I 0 REINFORCING STEEL 0 MASONRY &- 0 GROUT. GUNITE 0 FLOOR AND CEILING SUB FRAME 0 SHEATHING 0 ROOF 0 SHEAR 0 FRAME 0 EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL 0 FINAL PLUMBING 0 UNDERGROUND PLUMBING 0 SEWER AND PLCO TOP OUT PLUMBING 0 TUB OR SHOWER PAN 0 GAS TEST 0 WATER HEATER 0 SOLAR WATER 0 FINAL PERSON TAKING REPORT ELECTRICAL 0 TEMPORARY SERViCE D UFFER GROUND 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRiC 0 POOL BONDING 0 ELECTRIC SERVICE FINAL '7 MISCELLANEOUS . 0 CONDITIONED AIR SYSTEMS 0 SOLAR HEAT 0 PATIO 0 POOL 0 SPA 0 SIGN 0 GRADING 0 DRIVEWAY 0 FINAL SPECIAL INSTRUCTIONS Re dy For Inspection: 0 Monday 0 Tuesday 0 Wednesday ,!$Thursday A.M. 0 P.M. ./ rem JOHN S. MURK ENGINEERS Job NO. A8-1 July 14, 1982 Mr. Jan Plumb Plumb Construction 231 Countryhaven Road Encinitas, California 92024 Re: Moisture Content Analysis: 2511 Abedul, Lot #82 Carlsbad, California Dear Mr. Plumb: Pursuant to your verbal request of June 30, 1982, we took representative moisture content of the soil. We further reviewed the soils samples from the subject property for laboratory determination of the investigations prepared by Benton Engineering for subject lot, (report to LaCosta Land Company dated October 12, 1971). The soils comprising the lot is considered critically expansive (referred to as Type A in the Benton report), and as such requires a moisture content of 1 to 3 percent greater than optimum prior to the placement of footings. on July 7, 1982 averaged 18.1% (with individual values of 17.8% and The moisture content as determined by our first series of analyses taken 18.3%). The optimum moisture content for this lot was determined to be 9.8% in the upper three feet. Due to the relatively high moisture content of the soil, a second analysis was made on July 13, 1982 and a moisture content of 15.5% was found. Given the time lag between the second field test and the actual placement of footings and slabs, it is our opinion that the 15.5% moisture content of the soil as tested will satisfactorily meet the moisture content criteria specified in the above referenced Benton report. 550 W. Vista Way Melrose Center Vista, California 92083 Phone (714) 758-3690 I I /Submit .fully dimensioned plot plan drawn to scale shown9 locatton sire, and use of all existing and proposed structures on the lot. Identify property lines and Show location of all cut or fill slopes show lot dimensions and all easements. and approximate finish floor elevations for a11 structures and show elevations at all Corners. Sec. 302(b17. PLAN CORRECTION SHEET SINGLE FMILY AND DUPLEX DWELLINGS Plan Check NO. SZ -/ s5- r!atc plans received by jurisdiction^^ s//8 Date plans received by plan Date initial plan check FOREWORD: PLEASE RE Plan check is limited to technical requirements contained in the Uniform Buildinq Code, Uniform . Electrical Code and state laws regulating energy Plumblng Code, Uniform Mechanicai Code, National conservation. noise attenuation and access for 0 PLAN CHECKER COPY the handicapped. The plan check is based on Department. You IMY have other corrections regulations enforced by the Building Inspection baied on laws and okdinsnces enforced by the or other departments. Planning Department. Engineering Department The items circled below need clarification, modification or change. All circled items have tc be satisfied before the plans will be in conformance with the cited codes and regulations. P%r Sec. 303 (El, 1979 Uniform Building Code, the approval of the plans doer not permit the violation of any state, county or city law. .,. PLANS f - 0 Please make all corrections on the original tracings and submit two new sets of prints, and any original plan rets that may have been returned to you by the jurisdiction. to: To facilitate rechecking, please identify, next to each Circled item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. J Indicate on plans the name of the legal owner and name of perron responsible for the preparation of the plans. Sec. 302(b) Indicate distance from center-line of street or alley to property line and distance from cvrh to property line. Sec. 302lbl7 , J Plans. specifications and calculations shall be signed by a California State licensed engineer or architect. (California Business and Professions Code) FIR? PROTECTION Walls closer than 3 feet to property liner hAYP no openings, and shall have 30 inch shall be one-hour fire-rated construction, parapets when the building floor area exceeds 1,000 square feet on any floor. (Table 5-A See. 1709lal r/ Projections, including eaves, may Dot extend more than 12 inches into the 3 foot setback Sec. 504lbl from the property line. Sec. 1710 and hour fire-resistive construction, heavy Projections, including eaves,shall be one- timber or of non-combustible material if they project into the 3' setback area frm the property line. Sec. 1710 location of persmently wiwd smoke drtcCtor. sec. 1210 C.... -SIZES, LIGHT, VENTILATIONS AND GLAZING Itobitable rooms. other than kitchens. shall contain at least 70 square feet of floor dma. See. 1207(b) Window area must be at 1RaSt 1/10 of the floor area and A minimum of 10 square feet Per Sec. 12071a). Appears to be deficient Openable window area must be 1/20 of the floor Area and a minimum of 5 square feet. In bathrooms. laundry rooms and similar rooms. Minimum is 1.5 sq.ft. (Sec.lt051a) be openable in of all required window area must Provide mechanical ventilation capable of bathrooms, water closet compartments, laundr providing five air changes per hour in swms and similar rooms shall be leas than 7'0. in any dimension. ec. 1207Icl rooms ia a minimum of 7'6". Sec. 1207(aJ / 3 . Show ceiling height for laundry rooms. minimum of 7'0". Sec. 12071al hallways. Corridors, and bathrooms is a ' compartments and 24" clearance rn front Provlde 30" clear vidth for water closet ,of water closet. Sec. 1711lbl X0 cooking room shall be used for sleeping living unit. Sec. 1208 /6 locations 9uCh as glass doors, glazing Specify safety glazing €or glaring in hazardous adjacent to such doors and glazing adjacent exterior door far emergency exit. Sill height Shall not exceed 44" above the floor. The window must have an openable area of at least 5.7 square feet with the minimum penable width 20" and the minimum openable elght 24". Sec. 1204 a required yard more than 2 inches for each foot of yard width if required windows open into the yard. Sac. 12061dl 16 A mezzanine is an intermediate floor and may not have a floor area exceeding 33 1/3 percent of the total floor area in the room below, and the mezzanine floor must have a clear helght of 7 feet. above and belov,and must have 658 of the long side open to the room below. mezzanine floor and is, by Building Code definition, a story loft you show does not comply as a 0. EXITS. STAIRWAYS. AH0 RAILINGS above the second story shall have t Less than 2 exits. Sec. 3302ial Required exit doorways shall be not less than 36 in width and not less than 6'-8" at least 90 degrees. Sec. 3303(el in height, and shall be capable of opening 36' high protective railing for porches, balconies. and open sides of landings. Maximum openrng between railings shall be less than 9". Sac. 1716 7,' Show how guardrail connection details are adequate to support 20 pounds per lineal foot at a right angle to the top rail. ,Table 23-0 J Sec. 33051bl L IC) Provlda stairway and landing details. a. Maximum rise 0" aid minimum run is 9". b. Minimum head room is 6'4.. C. Minimum width is 30". findrails ;hall satisfy the following: a. Provide handrail for stairways over 30' Title 24. Sec. T25-22lbl high when serving a single dwelling. @ Handrail projecting from a wall shall nosing of treads. Sec. 3305ljl have a space not less than 1 1/2" between The hand qrlp portzon of handrail shall be not laas than 1 1/4" nor more than 2. in ccoll-,cctional,dimenlion. See. 3305(jI (see attached) b. Handrall shall be 30" to 34" above the 7 the wall and the handrail. u/ - Every stairway landing shall have a dimension, measured in the direction of travel, at leart equal to the stairway width. / . 330519) A door nay open over a stairway landing provided the door, in any position. does not reduce the clear area of the landing, in the direction of stairway travel, to less than one-half the required width of the stairway. Sec. 3305ig) A door may open inward at the top step of a stairway provided the top step is not more than 7 1/2' lower than the floor level. Sec. 3303(i)2 Provide details of umding stairway. a. Minimum tread is 6 inches at any point ;J t/ P( / / li-. d / and minimum 9 inches at a point 12 inches from the side of the stairway. b. Maximum rlse is 9 inches. c. Minimum wldth is 30 Inches. SCE. 13051dl [see attached) Provide spiral staxmay details: a. Minimum run is 7 1/2 inches at a point b. Maximum rise is 9 1/2 inches. from where the tread is the narrowest. C. Minimum headroom il 6 Eeet 6 inches. See. 33051fl (see attachedl sprial stairways may not be used for required exits when the area served is greater than 64. ft. See. 3305if) Spiral stairways must have a clear walking space of 26 inches between the column and drail. Sec. 33051fl Provide I.C.B.O. Rcasearch Report and Number for metal stairway, or submit plans and calculations and approved fabricator or note that the stairway fabrication ahall registered with the Building Department be don. under spacial inspection per the approved fabrication plans. SCC. 3061a148 nd see. 306rf) In buildings over 2 stories in height. Provide 3/4 hour fire-rated assemblies for all openings in the exterior wall below or within 10 feet horizontally of an exterior stair- way. An exit balcony vith 2 separated tairways is exempt. Sec. 3305 6 . Exterior stairvays shall not project into the 3 foot setback from the proparty linea. Sec. 33OSlnl ?he walls and Soffits of the enclosed lseable :=ace under interlor stairs shall be protected -. :he enclosed side as required for one-hour te-resistrve Construction. Sec. 33051") ninimum construction Specifications shall be made a part of the approved plans. ISee attached] Openings between carport and residence windows. Sec. 1214 over garage openinq, lateral croas bracing at plate line and method of bracing garage front. Chapter 23 E. ROOPING " garage framing section. sire of header clfy roof pitch. Roof pltch is not adequate for roof type specified. Specify minimum pitch of NOTE: Minimum plywood diaphrsqm ratio is 1/2 to 1 or 2'8". Table 24-1 roof material and 4pplicaROn. Doors between dwellings and attached garages may swing in either direction provided 7 1/2 inches and provided the door is not the dwelling and garage doer not exceed the buildina. 73. Specify I.c.B.o. approval number the difference in floor elevation between materials not covered in UBC. roof slope for drainage or design 3 support accumulated water. _- used as the primary means of egress from " Ji$" 5 w roof drains and overflows. Sec. 3207ial Provide skylight details to show compliance with Sections 3401 and 5207 or provide ICBO approval number. *- compliance with Section 5206 or provide J7. Provide plastic roof panel details to show Show attic ventilation. Hinimm vent area is 1/150 of attic area or 1/300 of attice area if at least 501 of the required vent sec. 3205lCl is at least 3 feet above ceiling joists. CBO number. R. UASONRY If the difference in floor elevation exceeds 7 1/2 inches, or if the door is ursd as additional steps or landing must be provided the primary means of egress from the buildlng, in accerdance with stairway requirements. and the door must not swmq over the depressed level. (see 3303lil2 and 3305 Igl. water heater, or any other device which Provide 18" raised platforms for any FAU, may qenerace a flame or spark. Note that continuous fire wall protection shall be rnstalled behind raised DLatfOrmlsl /- prior to framing platform. H. ?OUNDATION REQUIREUENTS 8". Show veneei rupport.aid Connections comply 120. Submit soils elassification determination with SCC. 3002, 4.5.6. and Sec. 2516lal regarding tles and X9 wire in horizontal joints or note construction to be perattached ?hheetr 30-1 or 30-2. by a licensed engineer or architect based on observation. tests. boring,, or excavation., and containing comments on the deqrse of expanrzvsnesr, compressibility and bearing height and construction details of value. Sec. 2905 a11 masonry walls. Chapter 24 121. Note on the plan the soils classification. Note that cleanout openings shall be-provided at the bottom of all cells to be grout filled over 4' in a single pour. Cleanout shall The foundation plan does not comply wkth be sealed before grouting, after inspection. whether or not the soil IS expansive, and note the allowable bearrnq value. Sec. 2905 ,$e=. 2415 floor and roof connections to masonry walls. Connection shdll resist 200 pounds per lineal foot or the actual design Load. 1CheVec is greater. Sec. 2310 Provide material specifications far grout, masonry and reinforcing steel. ec. 2403 Note on the foundation plan that "Prior to the Contractor requertinq a Building Department foundation inrpectlon, the rails engineer shall advise the Building Show how masonry house walls /re to be waterproofed. Provide detail. Note that special inspection of the masonry Official in writing that: will be required for 1. the building pad was prepared in accor- dance with the soils reoort: >-RAGE AND CARPORTS 2. the utiiity tren=h& hake been properly backfilled and compacted. and: and reinforcement comply wizh the soils report and approved plan." ~~~~~ ~ ~ O.Carage requires one-hour fire protection on the garage side of walls and ceilings 3. the foundation excavations, forming common to the dwellinq. Table 5-8 Sec.503lbl elements supporting floor above qaraqe to have one-hour fire-resistive protection on the garage side. Sec. 503. Beams and parts, not withrn the wall or cellinq con- Sfructlon, must comply with UBC. Table 43-A, or be mlnimum 6. dimension beam and minmurn 8. by 8' post. "_"" ' /Show height of all foundation walls. Chapter 23 3w height of retained earth on all foundation of foundation to edge of 4 ..s_ Chapter 21 heights of Cuts and fills. Chapter 29 -ut or flll slopes and show steepness and Note on plans that wood Shall be 6" above Sec. 24171~1 7. PO. NOC~ on plans that surface water will drain , away from building and show drainage pattern and key elevations. Sec. 29051f) 0. Dimension foundation per Table 29A bl& S OIL s o =To u,7~ 1 TABLE NO. 29.A-FOUNDATIONS FOR STUD BEARING WALLS-MINIMUM REaUlREMENTS Note cross brldqinq or blacking. Floor joists and rafters more than 12" in depth and spanning mare than 8 feet Shall be not exceeding 8 feet. Sec. 250619) Supported laterally by bridging ac inter-rals 3. Show blocking at ends and at supports of floor joists, and for rafters at exterior ld. Show solid blocking at ridge line and walls. set. 25061g) at exterior walls on trussed roofs. 5. Show double jaiats. Floor joists shall Sac. 25061gl f be doubled under bearing partitions runninq parallel with the joiata. Sec. 2518161 5 6. Show rafter tier. Rafter tics shall be spaced not more than 4 feet on canter where rafters and ceiling joists are not parallel. SCC. 25181h) DErm or rouNoA'loy WIDTH IWICKNESS BELOW Show rafter purlin braces to be not less than 45 de rees to the horizontal. lhchm" llnrh"' Or cRouHo @' plats of Interior partitions and bottom Show 1/2" minimum clearance between top AND flNISH IW1CKNESS or IOOTIYC SUlIKE Or NANlAL Sex. 25181i() Cult chord of trusses. IT0 ensure loading 11ncMS1 will be as designed.) 1 . Show nailing will be in compliance with Table 25-P. stair stringers-at top and bottom and between studs along and in line with stair run adjoininq stud walls and partitions, at perimeter of slldinq door pockets, between chimney and wood frame using metal or rncomburtlbles far the fire stop and 7: Show foundation silla to be pressure treated,' or equal. Sef. 25171~) 1. Show foundation bolt size and spacing. See. 29071e1 at other places that Could afford passage of flame. Sec. 2517lfl Show stvd size and spacing. Maximum allow- able stud harghta: 2"x4"@ 16' is 14'; 3"~4"62'~6"@ 16"o.c. is 20'. Sec. 25181912 Specify sire, ICE0 number and manufacturer of power driven pins. Show edge and end diatancs and spacing. Sec. 306lfl , down anchors on foundation plan. Sec. 23121f) 125. Show sire, imbedmenc and location of hold p6. Note on plan that hold down anchors must be tled in place prior to foundation inspection. sec. 2312lfl Show adequate footings under all shear Note an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the Building Inspector prior to erectmn. Sec. 106lfI C0""eCtlO"S. sec. 25111C) 4 /,walls. SCC. 23111el post to beam and post to footing Show stepped footings for slopes steeper than 1:lO. Sec. 29071~1 139:'Show minimm 18. clearance from grade-to ,;' bottom of floor joists and minimum 12 maximum diaphragm dimension ratios. ' clearance to bottom of girders. Sec. 2517 [Tables 1.S.K). ~~ Specify nail SZ:~ and spacing for all shear walls. floor and roof diaphragms. Indicate required blocking. Maintain Show 1.~4- or 2"xS" studs in first Staq of three story building. Sec. 2518lf) &', Provide roof framing plan. See. 102la)l Y'' Sec. 2511 Show minmum under floor access of 18'x 24.. 7. Provide truss details and truss calculationa. . Show minimum under floor ventilation equal to 1 1/2 sq. ft. for each 25 lineal feet of exterior foundation with ooeninar as 179. Provide framing sections through close to corners as practicabie to.provide CZDSI ventilation on at least two approximate- ly opposite rides. Sec. 2517 I. FRAnIffi l$O. Show all joists, rafters, beams. and posts .,' 2" to 4. thlck to be NO. 2 Grade Douglas FLr-LarCh or better. All posts and beams 5' and thicker shall be No. 1 Grade Douqlas FIT-Larch or better. [Table 25-A-1) stud wall and main cross partition shall be braced at each end and at least every 25 feet Of length with 1x4 diagonal let-Ln brace or equvalent. Sec. 25181915 161. Show wall bracing. Every exterior wood Section 102lal 7 Specify a11 header sizes for opninq over 4' wide. sac. 251819) 1 Provide calculations for Section 102la) 7 In areas subject to water splash and in exterior locatmns. wood columns and posts shall be supported by piers prOjeCtin9 at least 2" above the finished grade and shall bear an a metal base plate or treated wood unless the columns oc posts are foun- dation grad. redwood or Cedar. Sec. 2517lcl4 Show location of attic access with minimun size 22' x 10". Sec. 1205 show draft reparation for attic areas ;how draft separation for space between :, sxcess of 3,000 sq.ft. Sec. 3205 dropped ceilings and floor above in eXCeSE of 1,000 sq.ft. Sec. 2517 specify plywood grade and panel indenti- fication index. Table 25-5 Show access to the attlc or under floor I furnace to be minimum 30 inches by 10 finches. SBC. 708 6 709 UMC 4 9. Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches vide. Sec 708 UMC lighting fixture controlled by a switch /- 0. Show permanent electrical outlet and /for the attic furnace. See. 708 UMC men roof pitch is less than 3:12. design as a beam. Sec. 2518 Ihl wood shear walls shall not be used tO resist horizontal forcer contributed by on plan. gas vents and non-combustible height. Sec. 25161b1 less shall be effectively draft stopped ~~~s~~ lath and plaster. gypam sheathing board and gypsum wallboard shall not be used in vertical diaphragms to resist K. ELECTRICAL (National Electrical Code) construction. Table 47-1 forces impsed by masonry or concrete All wiring shall comply with the National Electrical 1. Show details to comply with Section q09 ,,/ for furnace under the floor, section 708 for attic furnace, or Section 710 for of or outride furnace. in buildings over one story in piping passing through three floors or at each floor or ceiling. UQC Sec. 17061a16 cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch Or 2 inches by 6 Inches when supporting 2 Stories. pec. 25181916 Show a weep *creed at the foundation plate line on a11 exterior stud walls to be stuccoed. sac. 0061el 225. Sec. 3304lbl Show corridor width to be minimum 16". specify truss layoct for 30" x 30" attic Ridges, hips, and valleys shall be at rafters. Sec. 25181h) 3 least one sire larger than supported J. MECHANICAL All heating, ventilating, and Cooling systems and anoliancas shall compLy wlth the Uniform 228. - If the electrical installation is more than 200 amperes. Show panel l0CL)tiOn and provide a single line diagram and load calculations including: a. Wiring method employed. b. Sizes of all Conductors. switches, circut breakers. fuses, and conduits. C. Approximate length of service feeders. d. provide plot plan showing services. all panel locations. circuit arrangement and load distribution on panel buses. e. Provide typical panel schedulelsl. Dwellings require amimum 100 amp service. Show Lacatlon of all electrical receptacles. Elsctrlcal receptacle locations and/or spacmg is not adequate in w\ *7 b- $7. cb LJ Id klL At least one receptacle shall be lnrtalled Outdoors, in basements and attached gara901. other than laundry outlets. Art. 210-251bl Show mnimurn dwelling lighting INEC Art. 210-26la) and GFI'S in and outdoor?. NEC Art. 210" iiote "UFER" ground to be provided INECI. Art. 250-81 &i,;'n;cal Coda. the sire. location and type of all . heating and cooling appliances or systems. w~ll comolv with Chaper 6, U.M.C. Show source of Combustion air for furnace ~~~ .. -92. ~ve~~ dwcllinq un~t shall be provided wlth heating facilities capable of maintain- ing a roam temperature of 70' F. at 1 feet above the floor in all habitable moms. Show basis far compliance. UQC , sec. 1211 - shall comply with the Unifrom L. PLUMBING (Uniform Plumbinq Codel Show water heater sire. type and location on plans. Show method of providing combustion air to fuel burning water heater. Sec. 1107 installed in bath or bedroom Or in a ClOSet Fuel conbustion water heater shall not be opening into bath or bedroom. Sec. 1309 Show minimum 30" deep unobstructed working Provide adequate barrier to protect water Note on planr,clearances to be per msnufac- space in front of furnace. p' heater from vehicle damage. Sac. 13lo turers listing. Sec. 704 UMC 346. Show T and P valve on water heater and show route of discharge line to exterior Scc. 10071el St=. 1903 Provide dryer vent to outside. UMC Note on the plan that hose bibbs and lawn sprinklar systems shall have approved backflow preventLon devices. See. 1003 Shower stall shall dccomodate a 1O.CiKCle and have a mmlmum floor area of 900 Sq.1". UPC 909ldl y 01% INSULATION (DUPLEXES) / Show es->~ls of duplex cornon (party1 walls and 5. I .-/ceiling assemblies to achieve a SOUGG Transmission Class (STCI rating xn walls of 50 decibles and an Impact rulation Class (TIC1 rating on floor/ ceiling of 50 declbles. Title 25 Show how penetration of assemblies far piping. electrical devzces, recessed cabinets. bathtubs, Soffits, or heating ventilating, or exhaust ducts shall be seated, lined. r insulated to maintain required sound transmission rating. Title 25 P fl require pool covers as well as other energy Outdoor pols with fossil fuel heaters saving devices such as time Clocks, etc. T20-1406 UISCELLANEOUS Show a minimum 2" air space and flashing between planter and building walls. Ssc. 2517teI shower tile. Sec. 17071al Chmter 47. UBC. Speclfy m4terial to be used under the Specify lAth and plaster to comply with 9. to achieve STC of 50 between garage and Provide insulation in walls and Ceiling 3 . Two 3/4' COpOer pipes must be installed lzvlng area if garage use is not controlled by reszdent Title 25. from water heater location to convenient location of future solar panels (City Ord.1 two future 3/4" capper pipes to convenient location of future solar panels (City Ord.1 Note that solar water piping is to be insulated in areas that are not heated or cooled. See attachment for roofing requirement.. .'ENERGY CONSERVATION aleeves (roof jacks1 in roof for All additions to cxistinq residential buildings must comply with Title 24 energy regulations. Additions exceeding exirtmg and addition to have R-19 ceiling 301 of the existing building require9 the City Ord. I rnrulation if the existing ceiling area is accessible for insulation installation 20-1401(c). Specify the insulation R valves for walls, uhae sw. IO gross flwr are^. Show method to reduce heat loss to that which would occur with ~ba.1~ glazrnq. IT2O-1402,def.l / bonnet Capacity of the qas Central furnace Provide energy analysis to show that the does not exceed the building deriqn heat loss by more than 30%. (Exicptiois: 48.000 BTU Hr. output furnace. See also - Calxfornia Efficiency Adjustment.) T24-1404 ~~ Note on plan that all tranverse ducts. plenums, and fitting joints of HVAC system Shall be sealed with pressure sensitive Note on plan that insulation of ducts shall tape or mastic to prevent air loss. T20-1104 Po 2 . Note on plan that all doors and windows onform to UNC Section 1005. IT20-14041 shall be fully weather striped par ANSI Standard. (T20-14031. Note on plan that back draft dampers are required on all fan systems exhausting air from the building. T20-1403 Electrlcal resistance space heating shall not be used unless: a. 60m of hesting/cooling is supplied by a nondeplctable source. b. supplements a heat pump system. d. life cycle Cost analyais justifier. C. less than 1Om of tocal heating system. :he exterior or to unconditioned areas NOTE: The plans were reviewed based on the information ?hwn OD construction. the permittee shall contact the Building the plans. If the plans are in error, or changed during with the work: Departmsnt for review and prior approval befor'. proc-.ding - \ 0 Building plana are substantially correct and complete. By: Date: 0 Building plans would be Substantially correct and complete if minor corrections are nude at counter. By: Date: Building plans require major corrections and 4 complete plan recheck, by p4.n Check T20-1404 Note on plan that all heating and cooling equipment efficiencies shall conform to Ti:le 20-Chapter 2, Subchapter 4, Article 4. Date: c\t.t.l5t i75) for forced air furnacesl. vote on plan that no natural gas. central If you have any questions regarding this plan check, please an Inccrmittent Ignition D~YLc~. T2O-1405 permrtted unless verfied as Cost effective by a lxfe cycle cost analysis. T20-1406 addltronal assistance 1s needed. plant may be installed without resistance water heating is not We would also be pleased to meet vlth you. at no charge, if VALUATION AND PLAN CHECK FEE PLAN C Y, ECK NO. SZ-/ s-5- BUILDING ADDRESS L- srn APPLICANT/CONTACT 7 PHONE NO. BUILDING OCCUPANCY /z-3 DESIGNER PHONE TYPE OF CONSTRUCTION V-N CONTRACTOR PHONE BUILDING PORTION VALUE VALUATION BUILDING AREA MULTIPLIER Air Conditioning I I I Conmercial “f ~ ~~~~~ ~ ~~ Residential I Fire Sprinklers Total Value I Building Fermit Fee 5/0 ‘ so Plan Check Fee 33/185” ESGIL CORPORATION 0320 CHESAPEAKE DR., HI’ITE 122 SAN DIECiO. CA 02133 (714) Fif30-14f)W INTERDEPARTMENTAL INFORMATION SHEET IILDING DEPARTMENT DATE : ' . PILDING ADDRESS: >' I I t. PLANNING DEPARTMENT CITY OF; CARLSBAD ZONE @*' YT LOT W #&ilng Pepartment ,' UNITS ALLOWED UNITS PROVIDED 1 ,i PARKING SPACES REQUIRED PROVIDED /. % COVERAGE ALLOWED PROVIDED r& li_ - BUILDING HEIGHT ALLOWED PROVIDED FRONT SETBACK: SIDE SETBACK: REAR SETBACK: ALLOWED PROVIDED INTRUSIONS LANDSCAPE & IRRIGATION PLAN COMMENTS: nl$ ENVIRONMENTAL PROTECTION REQ: ADDITIONAL COMMENTS: -Qls%Y FJ \ J/ - A OK TO ISSUE: - DATE $12 DATE R.Q.W. INDUST~IAL WASTE IMPROVEMENTS SEWER CONNECTION DRIVEWAY LOCATIONS GRADING PERMIT EASEMENTS DRAINAGE LEGAS DESCRIPTION ADDITIONAL COMMENTS 1 OK TO ISSUE PWI OK TO FINAL DATE J " "" .FIRE DEPARTMENT SPRIXKLING SYSTEM' FIRE PROTECTION EQUIP. FIRE ALARNS EXITS FIRE HYDRANTS LOCATION ADDITIONAL COMMENTS OK TO ISSUE: DATE OK TO FINAL DATE WATER DEPARTMENT REQUIREMENTS OF APPROPRIATE DISTRICTS MET DATE Mr. Jan Plumb July 14, 1982 Page -2- Should you have any questions or need additional information please do not hesitate to call. Very truly yours, 1 .E. 22,403 S. Murk Enclosure: Analysis Benton Engineering Recommentation for Critically Expansive Soils /0097A 550 W. Vista Way Melrore Center Vista. California -3 Phone (714) 750-3690 t J projec't NO. 70-10-28D Pgncho La Costa -4- It is recommended that the following special design and precautions be token for fie houses be constructed an the above lots; \ Type A Lots 1. 2. 3. 4. 5. 6. Avoid the USB of isaloted interior piers. Use continuous footings throughout, ond place these at a minimum depth of two feet below the lowest odjaccnt exterior final ground surface. Reinforce and interconnect continuously with steel San all interior and exterior footings with one fS.5bor at 3 inches above the bottom of the footings and one $5 -. bar " ploced 1 i/2 inches below the top of the stems of the footins ""- Exercise every effort to assure that the soil under the foundations and sldk ha a uniform moisiure content, 1 percent to 3perccnt greater than optimum thmL out the top 3 feet below finished gmde at the time of placing foundations and slabs. Use raised wooden floors that spon between continuous footings, or use all concrete slabs with 6 x 5 - 10/10 welded wire fabric and provide o minimum of 4 inches of clean sand beneath oll concrete slobs. A.moisture barrier should be provided,in ihe sand layer 2 inches below slabs under living areas. Scporote garoge slabs.fram perinieter footings by o 1/2 inch thickness of con- struction felt or equivalent, to allovr independent n;ovenent of garage slab relative to perimeter footings. Assure comprete saparction by extending the felt over the full depth of the front thickened edge oi the garage slab. Also, cut off the garoge door stops at least 1/2 inch above .the slub. ... Provide positive droinage owoy from all perimeter Footings to a horizontal distance of ot least 6 feet oukide the house wolls. Type B Lots ibse loh listed as Type B lok should follow all the above-listed recommendations with the hvo :o!lowing exceptions: .-. 1. The continuous footings may be placed at a minimum depth of 18 inches blow the lowest adjacent exterior final ground surface rather than &;two feet recommended For Typs A loh. - 2. Single #4 ban placed as directed (obove) neor fops and bottooinr of all interior and exterior footings mcy be substituted for Ihe #5 bars recomrnendedjor Type A lots. : Ilk. "C0"c:cndctions 3 to 6, inclusive, os listed For Type A Iok, are also applicable to the Type /i/ J i c/ &-?, LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE Owner 's Nane __ " Richard Cleary Service Address: 9511 ?&BJ&ar Abedul RECEIPT OF BUILDING PERMIT. Tract Description:lot 82 La Costa Meadows 1 EWLDING PERMIT MUST BE Assessor's Parcel No. 215-260-23 APPLIED FOR BY-* Type of Building cf t No. Units 1 Connection Fee $A- Lateral Size: 4" 6" 8" - Saddle - Easement Connection _Pre-Pd (200.00) Extra Footage: - - -(? $ - Extra Depth: @$ !xxLal Lateral Fee Prorated Sewer Service Fee Total kQsoc0 The app?ication must be signed by the owner (or his authorized representative). of the property to be zerved. The total charges must be paid to the District at the Amount Rec'd $s\ODD Ck. No/Cash * Rec'd t3y * time the application is submitted. If a service lateral is required, it will be installed by the Leucadia County Water District. The service lateral is that part of the sewer system that extends from the main collecticn line in the street (or easement) to the point in the street (at or near the applicant's property line) where the service lateral is connected to the applicant's building sewer;. The applicant is responsible for the construction, at the applicant's expense, of the sewer pipeline (building sewer) from the appli- cant's plumbing to the point in the stree: (or easement) where a connection is made to the service lateral. made by the applicant at his expense. The connection must be made in conformity The connection of the applicant's building sewer to the service lateral shall be with the District's specifications, rules and regulations; and IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER.SYSTEM MAY BE USED BY THE APPLICANT. THE APPLICAKT, OR HIS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT THE TIME 1NSPECTIO;i IS DESIRED. ANY CONNECTION MADE TO'THE SERVICE LATERAL OR COLLEC- TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDEREE INVALID AND WILL NOT BE ACKNOWLEDGED. The prorated sewer service fee is based upon the date the District estimates that additional fee or refund if service actually comnences on a different date. For service will begin and covers the balance of the fiscal year. There will be no succeeding fiscal years, the sewer service fee will be collected on the tax roll in the same manner as property taxes. ihe undersigned hereby agrees that the above information given is correct and agrees to the conditions as stated. 4661888 I I 5111e LIc. 3. Classif. City LIc. NO. I :OMPLETE FOR PLAN CHECK ONLY SSESSORS PARCEL NO I 5 -2 60 -2 )ESCRIPTION OF WORK "" 'LAN ID NO. DESIGNER ADDRESS VHONF MISCELLANEOUS FEE RECEIPT '1 & HOUSE MOVING 0 PARKS AND RECREATION FEE 0 PUBLIC FACILITIES FEE 0 SCHOOL FEE - DISTRICT 3 Carlsbad 7 Encinitas 3 San Diego 3 san MWWS 1 'WARNING: PLAN CHECK FEES. APPLICANT IN 180 DAYS AND NO FORFEITED TO THE CITY. - DEVELOPMENTAL SERVICES 0 Asslstant Clty Manager (714) 4385590 I2 Bullding Department (714) 4385525 0 Engineerha Departmen1 (714) W541 0 Housing 6 Rsdtlvelopmmt Department (714)uSSell 0 Plannlnp hputmml (714) 438-5591 August 31, 1982 Home Federal P. 0. Box 2070 San Diego California (92112) ~ ~ ~~~~ CARLSBAD, CALIFORNIA 92008 1200 ELM AVENUE Re: 2511 Abedul Street/Jan Plumb/ Plumb Construction fqomply with Benton’s soil report recommendations. Foo~ti.?gs at 2511 .Abedul Street, have been inspected and - I / ARDO CWERO ‘lding Inspector MO/gl .,.. ... , . .. .. ..~ ~,~~. _” .. ,_._ . . .. .. r.,l.”””.. . .. . .. ...,. .I,_i . .. .. ..,. ~ ..