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Home My WebLink About2641 ACUNA CT; ; 83-137; PermitDECLARATIONS WORKER'S COMPENSATION OWNEWBUILDER CONTRACTOR I I1 In + P r I I I i - L Pink -kpplicant Gold - Temporary File 8U White - Inspector Green - (1) Finance (2) Data Process, Yellow - AssesSol / i i I L t + .' I. ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 122 SAN DIEGO. CA 92123 (114) 660-14BA #%A/ Q%ED APPLICANT COPY 0 PLAN CHECKER COPY Citp of CarImrbab // Submit fully dicunaioned plot plan drawn @s&s\89.Q*U2lq EXff2CfV of on a11 the exiatinq lot. Identify and proposed property structures lines and to acale showing location aize, and use show lot dimensiona and a11 esaaaents. and approximte finiah floor elevations Show location of a11 cut or fill a1op.a for a11 structures and aha elevation. at a11 cornera. See. 3021b17. Indicate distance frm center-line of streot or alley to property line and distance fra Plans. apecificationa ind cslculationa shall engineer or architect. Ialifornia Businesa and Profeasiona Code) t/ L// ~ QDA; 58&3 / JURISDICTIONl PROJECT ADDRESS: 26 ch, be signed by a California State licenaed TO: urb to property line. See. 302lbl7 D. FIRE PROTECTION &all. cloaer than 3 feet to DroDertv linea PLAN CORRECTIOU Sm SINGLE FAMILY AND DUPLEX DWELLINGS Plan Check No. a3- /a 7 Date plans received by juriadiction H, Date plana received by plan checkem Date initial plan check cmpleted5d POREWORD, PLEASE READ Plan check is limited to technical requirement. contained in the Uniform Building Code, Uniform Plumbing Code, Uniform nechanical Code, National conservation. noise attenuation and access for Electrical Code and state laws regulating energy the handicapped. The plan check is baaed on regulationa enforced by the Building Inapaction Department. You may have other corrections bared on lava and ordinance?, enforced by the Planning Department, Engineering Department or other deparucnta. The item. circled below need clarification. modification or change. All circled items have to be satiafied before the plana will ba in conformance with the cited code. and regulationa. Per Sec. 303 IC), 1979 Uniform Building Code. violation of any state. county or city law. the approval of the plans does not permit the Please mke a11 corrections on the original tracings and submit two new aeta Of printa, and any original plan seta that my have he juriadiction. To facilitate rechecking. pleaae identify, nexr to each circled item, the sheet of the p14ns upon which each correction on this sheet has been made and return this ck sheet with the revised plana. Indicate on plans the name of the legal owner and name of person responsible for the preparation of the plana. Sec. 3021b) / shall be one-hour fire-rated'cohatriction. ' have no openings. and shell have 30 inch parapets when the building floor area exend. 1.000 souare feet on anv floor. ITable S-A ,d including isvea, may not extend more than 12 inchea into the 3 foot satback See. SO4lbl from the property line. Sec. 1710 end 4. Projections, including eavea,ahsll ba one- hour fire-resistive construction. heavy timber or of non-combuatible materiel if they project into the 3' setback area fra the proparty line. See. 1710 f , Show location of permanently detector. See. 1210 wired smoke C. ROOU SIZES, LIGHT, VENTILATIONS AND GUZXM - J. One room must contain a minimum of 150 square feet of superficial floor area. Sac. 12071bl Ilabitable rooms. other than kitchens. ahall contain at least 70 square feet of floor area. Sec. 12071bl Window area muat be at least 1/10 of the floor area and a minimum of 10 square feet per Sac. 1207lal. Appears to ba deficient in 0 enable window area must be 1/20 of the ffoor area and a minimum of 5 aquare feat. In bathrooms. laundry rooma and similar rooms. Hinimvrn ia 1.5 sq.ft. (Sec.12OSfa) be openable in One-half of a11 required window area must 0. Provide mechanical ventilation capable of providing five air change. per hour in bathrooms. water cloaet compartments. laundry 4re not provided. Sac. 12051a.) rooma and aimilar rooma if requirmd windows No habitable room. other than a kitchen, Sec. 12071~1 ' shall be leaa than 7'0" in any dimenaion. 2. Show that ceiling height for habitable cooma ia a minimum of 7'6 . Sec. 12071a) Show ceiling height for laundry rooms. shall satisfy the follouingl Provide handrail for stairways over 30. high when serving a single dwelling. Title 24, Sec. T25-22lb) noaing of treads. Seo. 33OSljl Handrail projecting from a wall ahall have a space not lea. than 1 1/2" lmtmeen The hand grip portion of handrail shall the wall and the handrail. be not lea. than 1 1/4* nor more than . 2. in croaa-sectional.dinenaion. Sac. 330Slj) lsn attachedl 0. Handrail shall be 30. to 34" above the Every stairway landing shall have A dimension, measured in the direction of travel. at least equal to the stairway width. Sac. 3305191 A door my open over a stairway landing provxded the door, in any position. does not reduce the clear area of the landing. in the direction of stairway travel, to leas than one-half the rmquirmd width of the stairway. Sac. 3305191 ec. 1711 lf)(g) Sleeping rooms shall have a window or exterior door for emergency exit. Sill Tho window muat have an openable area Of height ahall not excnd 44. above the floor. at least 5.7 square feet with the minimum op.nable width 20' ud the minimum openable height 24'. Sac. 1201 door may own inward at Me top atop Of &PTS and cornices may not project into a Stairway providmd the COP Step is not a requirmd yard mre than 2 inches for each foot of yard width if rmquirmd windows own into the yard. See. 1206ld) may not have a floor area exceeding 33 1/3 A mrranine ia an incermdiate floor and and minimum 9 inchea at a point 12 inchea percant of the total floor area in the room below, and the mrranine floor muat have b. mximum rise is 9 inchma. a clear height of 7 feet. above and lmlow.and c. Hinimum width is 30 inchea. Sac. 3305161 muat have 65t of the long side open to the ream below. The loft you show does not comply as a mezzanine floor and is, by Building Code definition, a story more than 7 1/2' lowr than the floor level. Sac. 33031112 a. Hinimum tread is 6 inchea at any point Provide detail. of winding ItaiNaY. P from the side of the stairway. lsae attach-dl Provide spiral stairway dotailsr a. Hinimum run is 7 1/2 inches at a point from where the tread ia the narrowst. b. Maximum rise is 9 1/2 inchea. C. Hinimum headroom is 6 feet 6 inches. sac. 3305lfl Isee attached) D. =ITS, STAIRWAYS. AND RAILINGS Floors above the second story shall have not less than 2 exits. Sac. 3302lal shall be not lys not less than 6 -8" m height, and shall be capable of owning at :east 90 dagrees. Sec. 3303(e1 porches, b.lconies. and own rides of landings. mxinum opening between railing. shall b. 1esa than 9.. Sac. 1716 show how guardrail connection details are adequate to support 20 pounds pr lineal Table 23-8 foot at a right angle to the top rail. Provide 36' high protective railing for Provide stairway and landing details. Sac. 33051b) C IC) a. mximum rise 8. arid minimum run is 9'. b. Minimum head room is 6'-6". c. Minimum width is 30.. 56 Spiral stairway. may not be used for requirmd / exits when the area servmd is greater than roo sq. ft. Seo. 3305(fl Spiral SCaiNayS must have a Clear walking space of 26 inches htween the column and . provide I.C.B.O. Reasearch Report and Nmbu r/,ndrail. Sec. 33051fI for metal stairway, or submit plans and calculationa and approvmd fabricator registered with the Building Department or note that the stairway fabrication shall be done under Swcial inswction 9er the approved fabrication plana. Sac. 3061a)1B and Sac. 3061f) In buildings over 2 stories in height. provide openings in the exterior wall below or within 3/4 hour fire-rated assemblies for all 10 feet horizontally of an exterior atair- way. An exit balcony with 2 sewrated stairways is exempt. Sec. 3305 Exterior sthirwaya shall not projbct into the 3 foot smtback from the property lines. see. 3305lnl W 61 The walls and soffits of the *nclosed usable space under interior stairs shall be protected /"d for openings between garage and dwelling. an :he enclosed side as required for one-hour Sec. 50lld) tire-cesiative construction. SCC. 33051m) 2. Shov 1 3/8" solid core self-closing door . Garages are not permitted to open into a room used for sleeping purposes. Sac. 1104 raqulre self-closing doors and stationary Openings between carport and residence fi. Shov garage framing section, size of header E. ROOFING windows. Sac. 1214 #Specify roof pitch. 1yi Roof,p+tch is not adequate for roof type front. Chapter 23 over garage opening, lateral cross bracing at plate line and mthod of bracing garage specifred. Specify minimum pitch of NOTE: Uinimum plywood diaphragm ratio is 3 1/2 to 1 or 2'8". Table 24-1 Doors betveen dwellings and attached garages may sving in either direction provided the difference in floor elevation betwen the duelling and garage does not axceed 7 1/2 inches and provided the door is not used as the primary means of egress from the building. If the difference in floor elevation exceeds 7 1/2 inches. or if the door is used as the primary means of egress from the building, in accordance with stairvay requirements, 72. Specify roof material and application. ' 73 Specify I.C.B.O. approval number for roof materials FCMAG-C~Y 'il Specify roof slope for drainage or design o support accumulated vater. Sec. 32071a) Shor roof drains and overflovs. See. 3207lal vxth Sections 3401 and 5207 or provide ICBO approval number. additional steps or landing must be providad &- skylight details to shov compliance plastic roof panel details to shov and the door must not sving over the depressed compliance vith Section 5206 or provide level. [see 3303lil2 and 330s (91. Shw attic ventilation. Minimum vent area water heater. or any other device which is 1/150 of attic area or 1/300 of attic may generate a flame or spark. as'.. if at leest 50t Of the required vent is at least 3 fnt above ceiling joists. sec. 32051Cl number. Provide 18' raised platforma for any FAU, Note that continuous fire vall protection shall be installed behind raised platfornlsl prior to framinq platform. II. lw0NIY R. ROUNMTION REOUIR~ / Provide fireplace construction details or pf,t. construction to be per attached fireplace standard drawing. Sac. 3707 9. Note on plans thaC'A soils enqineer .hell wa.luate any unanticipated uncompacted fill or expansive soil or other soil problmms / disclosed during construction". Sec.3061a112. I wlth Sac. 3002, 4.5.6, and See. 2516lal fShou veneer support and connections comply regmrdinq ties and n9 wire in horizontal joints or note construction to be perattached 9e.ts 30-1 or 30-2. height and construction details of pll masonry valla. Chapter 24 Note that Cleanout openings shall be.pr0vid.d at the bottom of all cells to be grout filled over I' in a single pour. Cleanout shall be sealed before grouting. after inspection. walls. Connection shall resist 200 pounds Shov floor and roof connections to masonry er lineal foot or the actual design load, ec. 2415 is oreater. SeC. 2310 ,./92. Provide material specifications for mortar, grout, masonry and reinforcing steel. Sec. 2403 I ,- Show how masonry house walls retaining earth Note that apecia1 inspection of the masonry Arm to be vaterproofed. Provide detail. Will b. squired for , GARAGE AIR CulpORIs on the garage side of walls and ceiling conwan to the dwelling. Table 5-8 Sec.503lbI to have one-hour fire-resistive protection on the garage ride. Sec. 503. Beams and posts. not withrn the wall or cellinq con- struction, must-comply with UQC. Table 43-A. or be minimum 6 dimension beam and minimum 8' by 8. post. fire protection floor above garage 0. Submit soils classification determination fl by a licensed enqineer or architect based on observation, tests. borings, or excavations, and containing comments on the degree of expansiveness, compressibility and bearing value. Sec. 2905 vhether or not the soil is expansive, and note the allorable bearing value. Sec. 2905 project the soil report recommendation for this Note on the plan the soils claasification, The foundation plan does not comply with / notas on the foundation plan listing the roils report recommendations for foundations. the foundation plan Chat 'Prior slab and building pad preparation. Department foundation inspection, the to the Contractor requesting e Building soils engineer shall advise the Building Official in vritinq that, 1. the building pad vas prepared in accor- 2. the utility trenches have been propasly 3. thm foundation excavations, forming dance vith the soils reporti backfilled and compact.d. and! and relnforcement comply :ith the soils report and approved plan. Provide spread footings for concmtratmd loads designed for 1,000 PSP soil bearing or per bearing value as determined by an engineer or architect. Ckapter 29 '/d 1 . Show height of all foundation walls. Chapter 23 2. Note croas bridging or blocking. Floor Shw height of retained earth On all foundation walls. Chapter 23 28 Show distance of foundation to edge of cut or fill slopes and show steepness and height1 of cuts and fills. Chapter 29 Note on plans that wood shall be 6" above Note on plans that surface water will drsin away from building and show drainage Pattern and key elevationa. Sac. 2905ifl / P 8 .pJ joists and rafters iaore than 12' in depth and spanning more than 8 feet shall be supported laterally by bridging at intervals not exceeding 8 feet. Sec. 2506(gI Show blocking at ends and at supporta of floor joists, and for rafters at exterior walla. Sec. 2506(gI Show solid blocking at ridge line And at exterior wall. on truased roofa. Sac. 2506igj .Sa. Show double joiata. Floor joists shall be doubled under bearing partitiona running inish grade. Sec. 24171cl 7. f." Dimenaion foundation per Table 29A. parallel with the joirta. S.C. 2518(dI 5 TA8LE NO. SA-FOUNDATIONS FOR STUD BEIRlNQ WALLS-MINIMUM REQUIREMENTS Show rafter tie.. Rafter tims ahall bm spaced not mora than 4 feet on centmr where raftera and ceiling joiata are not parallel. See. 2518lhl Show rafter purlin brasma to be not 1eaS than 45 de r-es to the horizontal. mIIcumIl w mumuno* WU fwnw foorlm sunflcc . Show 1/2" minimum clearance between top plate of interior partitiona and bottom chord of trusses. (TO ensure loading NANRU sec. 2slatill- (Imcbnl ilnrrnl or CIOUNO In0 rlNltY UUI WYLm && 11nu1s1 ,will be as designed.) I 1 e e 12 8 2 8 8 1s 1 3 10 10 18 8 24 Table 25-P. Show double top plate with minimum 48. lap splice. Sec. 2518(g14 Show nailing will be in compliance with Provide fir. atop. between storlea, betwun ' o. hoa .R Inud. fmlinp and and floor levels in interior and exterioc top story and roof apacm. at ceilinga TIN lraud mrdkr tk Iba nu), ba c.C.r.1cd m lhc dCY.tIO. of the walla, in mansard roof or eyebrow so no concealed or furred space is greater than 10' horizontally or vertically. between stair atrlngera at top and bottom and between atuda along and in Ilne with stair run adjoining atud walla and partitiona. at perimeter of sliding door pockmts. or incombustibles for the fire stop and at other places that could afford paasage able atud heights: 2"x4*@ !6' is 14': Show stud size and apacinq. Maximum allow- 3"x4"62"~6"8 L6"o.c. is 20 . Sec. 2518lg12 Note an A.I.T.C. Certificate of Compliance for glued laminat-d'wood member. shall be given to the Building Inspector prior to ereczion. Sec. 306(fl Detail all pat to beam and post to footing connections. See. 2517Ic1 4 specify nail size and spacinq €or all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratio.. so=: lo2z2w baz%Led in smm rn1l.l. lop of tk fowina. 2. Show foundation ailla to be preasure treatad, or qual. See. 2517lcl 3. Seo. 29071el Shw foundation bolt size and spacing. between chimney and wood €raw using metal Specify size, IC00 number and manufacturer distance and spacing. Sac. 306Ifl of power driven pin.. Show edge and end down anchors on foundation plan. See. 2312ltl Note on plan that hold dm anchors must be tied in place prior to foundation inspoction. Sec. 2312(fI Show adequate footinga under all shear walls. Sac. 2311Iel Show stepped footings for alopes steeper than 1:lO. Sac. 29071~1 Show minimum 18' clearance from grade to botton of floor joists and minimum 12" clearance to tettom of girdmra. Sac. 2517 Shw pier size, spacing and depth into undisturbed soil. Table 29-A See. 2517 of exterior foundation with opening. aa to 1 1/2 sq. ft. for each 25 lineal Cut . Provide framing section. through cloae to Corners as practicable to provide cross ventilation on at leaat two approximate- section 3021al 7 ly opposite sides. See. 2517 FRAMING Sec. 2511(21 5. Show aize, imbedment and location of hold Tables I.J,L(I. building. Sec. 2518(fl 2"x6. stud1 in firat atow detail. and truaa calculationa. . Show minimum under floor acceas of 18-x 21" ShW under floor ventilation roof framing Plan. sea. m[a)7 Show a11 joists, rafters. beams, and poats 2. to 4. thick LO be No. 2 Grade Douglaa Fir-Larch or better. All posts and beams Section 302lal 7 5' and thicket shall be No. 1 Grade Douglas Fir-Larch or better. [Table 25-A-11 stud wall and main cross partition shall at loast 2' above the finished grade and be braced at each end and at leaat every 25 feet of length with 1x4 diagonal wood unless the columns or '?oats are foun- let-in brace or equivalent. Sec. 2518lg15 dation grade redwood or cmdar. 5.6. 2517fcl4 Show wall bracing. Every exterior wood shall be mpported by piers projecting shall bear on a metal base plate or treated . . ." Shov location of attic acc~ss with minimun size 22' x 30.. Sec. 3205 shou draft separation for attic areas n excess of 3.000 rq.ft. SQC. 3205 draft separation.for space bQtWeen droppd ceilings and floor above in excess ' pf 1,ooo sq.ft. Sec. 2517 specify plywood grade and panel indenti- fication index. Table 254 less than 3:12, design SeC. 2518 Ihl Wood shQar walls ahall not be used tO masonry in buildings over OnQ story in forces contributed by 1#9. Gypsum lath and plaster, gypsum sheathing , board and qypsum wallboard shall not be .I" haight. Sac. 25161bl UsQd in VQCtiC.1 diaphragm t0 SeSiSt construction. Table 47-1 forcer imposad by naronry or concrete td Shov access to the attic or under floor d NO~Q that passageway to the attic furnace 4 F furnace to bQ minimum 30 inches by 30 inches. SQC. 708 b 709 UMC shall be unobstructed and havQ continuous solid floorinq not 1QSS than 24 inches vide. Sec 708 UMC lighting fixture controlled by a witch . Show dQtails to comply with Section .709 for the attic furnace. Sac. 708 UMC for fUrnaCQ under the floor, Section 700 for attic furnac., or Section 710 for Note on plan, qaa vents and non-combustible roof or outride furnace. piping pasring through threQ flwrs or less ahall be effectively draft 1topp.d 0. Shov permanQnt electrical OUtlQt and' at QaCh floor Or Ceiling. UBC See. 17061.16 All wiring shall comply vith thQ National E1ec:rical 1. ELECTRICAL INational CleCtriCal Code) Note on ChQ plan the amperage Of electrical 190. If cripple vall studs are leas than 14.. framing shall be solid blocking. Sec.2518lgl6 height shall be 3 inch by 4 inch or 2 znche- by 6 inches when supporting 2 iroriea. 1. Cripple Wall studs QXCQQding 4 feet in service. If the electrical installation is more than 200 amperes, show pdnQl location and providQ d single line diagram and load calculations including: a. Wiring method employed. b. Sires of a11 conductors. witches. circuit breakera. fuse.. and conduits. E. Approximte length of service feQdera. SQC. 2518(9)6 131. Shw plywod aheathinq Over Qxpoaed eaves, or other wather exposed areas, is exterior grade. See. 2Sl7lg) 3 Shw a wep screed at the LoundAtion plate d. Provide lot olen showina aervicee. line on e11 exterior stud wall. to be stuccoed. Sac. 47061.1 Provide an approvQd vaterprwf building paper under wood siding. Sac. 1701la) q Specify an approved flashing for exterior opnings end parapt walla. Sac. 1708 Show corridor vidth to be minimum 36'. Sec. 3301lbl tp/ Spcify trusa layout for 30' x 30' attic , access. RidgQs. hipa, and valleys shali b. at least one sire larger than supportmd CaftQrs. SQC. 2518lh) 3 and rafters. Provide mQta1 Straps aCSOSS ridgQ bQsm J. IUCWNICAL All heating, ventilating, and cooling aystema and appliances shall comply wlth :he Unxforn the size, location and typQ of all nlcal Cod.. heating and cooling appliancQs or systems. #,will comply vith ChapQr 6, U.M.C. Show source of combustion air for furnace 2@. Every dualling unit shall bQ provided with hQaCin9 faCilitiQS CapablQ Of maintain- ing a room CtmpQratUrQ of 70' P. at 3 feet abave the floor in al1,habitable rooms. Show basis for conpliance. USC. SQC. 1211 Show minimum 30- deQp UnObStrUCtQd working space in front of furnace. turccs listing. SQC. 704 UHC stairray. Sac. 704 UHC Note on pl.ns,CiQaranCQS to bQ pQr MnUfaC- fUrnaEQ shall not bQ installed under any 20dfurnaCQ ShQll not be inatallcd in anv a11 panei locitiona. cirduit arrangement and load distribution on panel buses. e. ProvidQ typical panel schedule1sl. Show location of a11 electrical receptacle#. hrellinqs SQTJ~S~ minimum 100 amp service. EIectrzcal receptacle locations and/or spacing is not adequate in ~JwI77.Y. J /zi". At least on. receptacle shell be installQd outdoors, in basmenta and IttachQd garages, / Other than laundry Outlets. As:. 210-251b) r";. Arc. 210-26lal and GFI'S in garapQ, baths Show minimum duelling lighting IXEC and outdoors. NEC Art. 210-81a). Note "UFER" ground to be provided INECI. Art. 250-81 - L. PLUUBING IUnifosm Plumbinq Cod~l A11 plumbing shall conply rich the Uniform Show WatQS hQlteS ¶ire. tYpQ and 37 Shov method of providing Combustion air location on plana. /'. to fuel burning vater heater. Sac. 1307 Fuel conbustion VatQC heater shall not be mata1l.d in bath or bedrom or in a closet opening into bath or bedrwm. Sac. 1109 Provide adequate barriQr to protect vater heater from VehiclQ dunagm. Sac. lSl0 shov route of discharge line to exterior 0. Show T and P Valve on WatQS heatQr and A; SQC. 10071.1 . PrOVidQ dryQr vent to OUtSidQ. UK ," Sac. 1903 A41. Nota on the plan that hosQ bibbs and lawn backflov prevention devices. See. 1003 sprinkler IYStQmS shall havQ approved -7 ~ bQdrWm. bathroom. Closet, Or in contined space vith access only through such room. unless specified as direct vent appliance. cncloscd furnace or electric hcatinq appliance. Sec. 701 UMC Shower atall shall accomodate a 30'circl~ Show IC30 approval for prefab firQplaCQ and havQ a minimum floor ar~4 of 900 sq.in. UPC 909ldl and provide approved installation instructions at job site. WISE INSOLATION (DUPLEXES1 +. Outdoor pools vith foaail fuel heaters Shov detail, of duplex comon IparZy) walla and floor/ceiling assemblies to achieve -a Sound Transmission Class ISTCI ratino require pool covers as well as other energy raving devices such aa time clock., etc. T2O-1406 u' 7- ;x- A9. tgo- ~ ~~~~~~ ~~~~~~~ ~~ in walls of 50 decibles and an Impact ceiling of 50 decibles. Title 2S Insulation Class IIICI rating on floor/ Show how penetration of assemblies for piping, electrical devices, recessed cabinets. bathtubs, soffits. or heating ventilating, or exhauat ducts shall b. sealed. lined. or inaulated to maintain required sound transmission rating. Titre 25 Provide insulation in walls and ceiling to achieve STC of SO between garage and living area if garage we is not controlled by resident Title 2s. a11 additions to existing residential ZUERGY CONSERVATION buildinga muat comply vith Title 24 energy regulations. Additions exceeding existing and addition to have R-19 ceiling 30% of the existing building require. the insulation if the existing ceiling area is accesaible for insulation inatallation - - 0. HISCELLAHEOUS 30 Show a minimum 2' air space and flaahing ,,rbecween plantar and building vells. 5.5. 2S17l.l Specify material to be uaed under the Specify lath and plaatar to comply rich ,y shwer tile. SeC. 17071al ChaDteS 47. UBC. Tu0 3/4* copper pipes muat be inatalled location of future solar penal. (City 0rd.l from Water heater location to conveniant Provide aleeves (roof jackal in roof for cy0 future 3/4' copper pipea to cunvenient location of future solar Panela (City 0rd.I "/, Note . that solar vecer piping ia to be inaulated m areas that are not heated or cooled. (T20-1401(CI. Sp.cify the inaulacion~ R- value;for wella, rwf and ceiling. IR-11 for valla! R-19 for ceilings, or provide details and analyais ~IZOW~ \\ne5 , \Z==,U~\LQ for alternara deaiqn. T20-1403 T.bl8 A L 20. -*e -?e. specify the groaa C1-r area or heated . \zpC\*Y5+" 4 a --the -st- porciona of the dwelling. and the area of glared opninga on the plan. iT20-14301 Provide an analysia justifying increasing groaa floor area. Shov IMchod to reduce the aingle glared bayond 161 of the bat losa to chat vhich uauld occur vith baaic glaring. lT20-1402.def.l Provide energy analysis to show that the bonnet capacity of the qaa central furnace the plana. IC the plana are in error, or changed durinq do.. not exceed the building deaign heat conatrustion. the p.rmitcae ahell contact the Building losa by more than 301. IExceptiona: California Efficiency Adjuscment.1 T24-1404 with the Wrk: 48.000 BTU Hr. Output furnace. See also Department for review and prior approval before proceeding Note on plan that all tranverae ducts, plenums, and fitting joints of WAC system [7 Building plans are substantially correct shall be sealed vith pressure sensitive tape or mastic to prevent air loss. TZO-1404 Note on plan that insulation of ducts shall conform to UUC Section 1005. (TZO-1404l Note on plan chat all doors and vindovs to the mxtarior or to unconditioned areas shall be fully weather striped per ANSI Standard. lT20-14031. Note on plan that back draft d.np.ra are required on a11 fan systems exhausting air frcm the building. T20-1403 By : Electrical reslscance apace heating shall not b. used.unless: @TUUSS )UGS wt% b\es mw L\L* %u+ LQ40 0 F dc 5 tze\s3re to w-4 'bSS*L 1". !!mi The plans were reviewed baaed on the infomation ahom on and complete. BY: Date I 0 auildinq plana would be substantially correct And complete if minor corr.ctions are made et Counter. a. 601 of heeting/cwling is supplied by a nondepletable source. b. suppl-nts a heat pump system. d. life cycle cost analysis justifiea. Note on plan chat a11 heating and cwling equqmant efficiencies shall conform to Title ZO-ChAptar 2, Subchapter 4. Article 4. oat.: 4- I 2 *I 33 175) for forced air fumacesl. heating plant may be installed vithouc Vote on plan that no natural gas, central If you haVQ any qucations regarding chis plan check. please an Inccmittcnt Ignition Device. T2O-1405 pemztted unless vcrfiad as cost effective by a llfe cycle cost analysis. T2O-1406 addrtional assistance is needed. y ilding plans require major corrections and C. less than 101 Of total heACing system. compl.te plan =.check. by plan check T20-1404 enginey$quired. 29" f$". . BY: :x \vy\ aCGIqj so - \*a - 283. Electric resistance water heating 1s not We would also be pleased to meet vith you. at no charge. if / Bldg. Dept. VALUATION AND PLAN CHECK FEE 0 Esgil APPLICANT/CONTACT U@77,3 tb? BUILDING OCCUPANCY TYPE OF CONSTRUCTION / - OqL" PHONE NO. %38-/S78 CONTRACTOR PHONE @f?/b7f) DESIGNER PHONE Res. Baths (over 3) Commercial Air Conditioning Res.Fireplaces( 2 +3a-a @ 2,?00 / P/ /0.47+ @ 2.40 +36Lf Residential over, @ 1,760 @ 2.80 Res. or Corn. Fire Sprinklers @ 1.50 Total Value I I Adjustment for State Building Permit Fee $-LA COHMENIS; 8/4/82 LNTFRDEPARTMEN~I AI 1 NFORPIATION SHEFT PI ANN I NG DFPARTMENT ZONE : ENCINITAS - CARLSBAD UNITS REQ'iI: - PROVIDED: % COVERAGE ALLOWED: PARKING SPACES REQ'D: - PROVIDED: " BUILDING HEIGHT SEq'D: PROVIDED: - "" _" SCHOOL FEES: SAN DIEGIIITO SAN MARCOS - - " .PROVIDED : FRO?IT SETSACK A1.LOW.D : " .. \ PROVIDED: \ \L INTXUSIONS: W SIDE SETBACK - REAR SETBACK . RE- DEVELOPMENT APPROVAL REQ ' D : LANDSCAPE & IRRIGATION PLAN COMEEN'I'S: ". EKVJRONMEN'TAL PROTECTION REQ: "_l"" AD9iTiOKAi R.@.W: -_I PUBLIC FACILITIES FEE: - SEldER CONNECTION: - DRIVEIVAY LOCATI@N(S) : W - GRADING Imwr: - " de4 . EASEME N'L S : ____ I/ " DRAINAGE: d , LEGAL DESCRIPTION: ADD'II'IONAI, COMMIINTS: 5oi3 G449 I I SAN DIEGUITO ENGINEERING, INC. I I LANO SURVEYORS I s. .. . 4 5. .. , . .. . . , .,.: , ." li \\ ~ \ f" I I i i i ! i I 1 i i i I ! j i ,i I ! I i i ! """"" .......... *"**arc"*- i "- .""""" .............. -. I i i.1 f . ! i L I D - .a 0- .L W" .- - N x a N n . I * "l N . " . . 0 . 0 . .. N x N rn LL . .) u N -3 a . * + 0 L P .. D i I 4 . .. . . . . 7 L I .. I SAN DIEGUITO SOILS, INC. 4407 MANCHESTER AVE., SUITE 107 ENCINITAS, CA 92024 (714) 753-8997 SDS 7089 September 30, 1982 Mr. James Elmore Carlsbad, California 92008 2467 Unicornio FINAL REPORT OF ENGINEERING OBSERVATION OF GRADING AND TESTING OF COMPACTED FILL AT A PORTION OF LOT 85, LA COSTA ESTATES NORTH, CARLSBAD TRACT NO. 75-4, MAP NO. 8302 LA COSTA, CALIFORNIA. Dear Mr. Elmore: In accordance with your request, we have provided observation and testing services in conjunction with the grading of the subject site. SCOPE OF WORK Our services included: - Engineering observ .ation of the grading operation. - Observation of the excavation and removal of uncompacted - Observation of the general preparation of areas to receive - Taking field density tests in the placed and compacted fill. - Performing laboratory tests on representative samples of fills in the areas noted on the attached site plan. fill. the materials used for fill. SUMMARY OF GENERAL EARTHWORK AND TESTING Site preparation, compaction, and testing were done between September 16th and September 24th, 1982. It is our opinion, based on our observation and testing, that the work performed during that period was in general conformance with the recommended grading specification attached to the Soil and Geologic Investigation of the site dated September 1, 1982. * SDS 7089 September 30, 1982 Page TWO Fill was placed, compacted and tested on a single pad and drive- way as shown on attached site plan. The grading operation essen- tially consisted of the preparation of the area to receive fill, including the excavation of all of the existing uncompacted fill under the proposed building pad. The balance of the uncompacted fill was left in place as we discussed at the job site on Thursday, September 16, because you indicated that the balance of the area was to be used for landscaping only and would not be used for settlement sensitive structures that will not tolerate differential settlements (such as foundations, swimming pools, concrete decks, walks, etc.). The grading operation also included scarifying and compacting surfaces to receive fill, and making cuts and fills to design grades. As the site grading progressed, compaction procedures were observed and field density tests were made to evaluate the relative compaction of the fill in place. Field observations and field density test results indicate that the reconstructed fills have been compacted to 90 percent or more of the maximum laboratory density. For reference, the approximate location of field density tests have been recorded on the attached site plan. The results of field density tests, expressed as a percentage of the maximum laboratory density, are given on the attached forms. Laboratory tests to evaluate moisture-density relationships, maximum dry density and optimum moisture content and swell characteristics were performed on representative samples of the materials used for fill. The results of the laboratory tests are attached. SAN DIEGUITO SOILS, INC. CONSULTING GEOTECHNICAL ENGINEERS SDS 7089 September 30, 1982 SUMMARY OF FINISH GRADE SOIL CONDITIONS Page Three Laboratory tests and inspection indicates that soils of relatively low expansive potential are present within 2 feet of rough grade. RECO&lMENDATIONS Structures on soils of relatively low expansion potential. We recommend that foundations for single or two-story residential structures on soils of low expansive potential, undisturbed or properly compacted fill be designed for an allowable bearing pressure of 2,000 psf and 2,800 psf respectively for footings founded at a depth of at least 12 inches below lowest adjacent grade for single story structures, or at least 18 inches below lowest adjacent grade for two-story structures. This pressure may be increased by one-third for loads that include wind of seismic forces. We recommend that footings be reinforced top and bottom with at least one No. 4 bar, positioned 3 inches clear above the bottom of the footings and 1 1/2 inches clear below finish floor respect- ively, and that concrete slabs on grade floors be not less than 4.0 inches thick and reinforced with 6" x 6", 10/10 welded wire mesh placed at the midpoint of the slab. We recommend that a minimum 4 inch underlay of coarse sand and a vapor barrier be employed. Slopes Newly constructed fill slopes are approximately 2 to 1 (horizontal to vertical) or flatter and approximately 8 feet maximum in height. We recommend that structures that will not tolerate differential settlements (such as foundations, concrete decks, walls, etc.) SAN DIEGUITO SOILS, INC. CONSULTING GEOTECHNICAL ENGINEERS SDS 7089 September 30, 1982 Page Four not be located within 8 feet of the top of the slope. Footings located closer than 8 feet from the top of a slope should be extended in depth until the outer bottom edge of the footing is 8 feet horizontally from the outside face of the slope. Newly constructed fill slopes were backrolled with a sheepsfoot compactor at 2 to 4 foot intervals as the fills were brought up. Upon comple- tion of grading slopes were track-walked with a dozer. Exterior Slabs Exterior slabs should be not less than 4.0 inches in thickness and should be reinforced with 6" x 6" - 10/10 welded wire mesh positioned at the center of the slab cross-section. Weakened plane joints consisting of grooves 1/4 inch wide and 1 1/4 inch deep should be provided for all exterior slabs as recommended in the figure below. 4i45lc -452wddCc t" wrd-j Final Grades During the grading operation the pad location and finish grade elevation were changed in the field. The final pad grade is elevation 318.0. Elevations and locations given in this report are based on field surveys established by others. For this report SAN DIEGUITO SOILS, INC. CONSULTING GEOTECHNICAL ENGINEERS SDS 7089 September 30, 1982 Page Five rough lot grade is defined as that grade set in the field by the grade checker from reference stakes established by the surveyor, and represents rough grade at the time we were inspecting the.grad- ing operation. Additional Fill and Utility Trenches This report discusses the fill placed under our observation and during the dates specified herein. We recommend that any additional fill placed after these dates, as well as the backfill in utility trenches located within 5 feet of a building and greater than 12 inches deep, or in any trench 5 feet or more from a building be compacted under the observation of this office and tested to assure compliance with the earthwork specifications. This office should be contacted at least 24 hours prior to the backfilling operations. Drainage We recommend that positive measures be taken to properly finish grade this lot after the residential structure and other improve- ments are in place, so that drainage waters from the lot and adjacent properties are directed off the pad and away from house foundations, floor slabs, and top of slopes. Even with these provisions, experience has shown that a shallow or surface ground water condition can and may develop in areas where no such condition existed prior to development: this is particularly true in residen- tial developments where a substantial increase in surface water infiltration results from landscape irrigation. SAN DIEGUITO SOILS, INC. CONSULTING GEOTECHNICAL ENGINEERS * SDS 7089 September 30, 1982 Page Six LIMITATIONS The inspections of fill foundation preparation, types of materials, and soil placement and compaction made during the period of our services on the subject site, were in accordance with local acceptable standards at this time. The conclusions or opinions drawn from the tests and site inspections apply to our work with respect to grading, and represent conditions of the new fills at the date of our final inspection. We will accept no responsibility for any previously existing fills nor for any subsequent changes made to this site by others, or by uncontrolled action of water, or by failure of others to properly repair damage caused by uncontrolled action of water. If you have any questions, or when we can be of further service, please do not hesitate to call. Sincerely, BY Bill K. Bramble, RCE 8102 BKB/ZA/ j s cc: Elmore (2) SAN DIEGUITO SOILS, INC. CONSULTING GEOTECHNICAL ENGINEERS APPENDIX A LABORATORY TESTS The materials observed during construction were evaluated with respect to expansive potential, and compaction characteristics. 1) Maximum dry density tests were performed on representa- tive samples returned to the lab. The purpose of these tests was to provide a basis of comparison for compacted fill con- ditions to County Grading Ordinance Standards. The results of the tests performed in accordance with A.S.T.M. Test Method D-1557-70, are as follows: Sample Number Maximum Dry Density (pcf) Optimum Moisture (%) 1 119.4 13.8 2 119.8 12.6 2) The Expansion Potential of a representative recompacted sample of soil was determined by allowing the sample to swell against a surcharge of 150 psf when brought into contact with water. The results of the test are as follows: Sample Sample Initial Saturated Location Conditions Moisture (%) % Swell Finish Pad Remoided to 90% of 20.0 Grade M.D.D. = 107.8 SAN DIEGUITO SOILS, INC. CONSULTING GEOTECHNICAL ENGINEERS 0.9 LEGAL PREPARED FOR LOT 85 JAMES ELMORE LA COSTA ESTATES NORTH 2467 UNICORN10 CITY OF CRRLSBAD CARLSBAD ~ CA. 92008 PREPARED BY SAN DIEGUITO SOILS , INC. 4407 MANCHESTER AVEL. SUITE 107 ENCINITAS, CA. 92024 N .. cnsrw ... NP ww NN II PP II mw NN =m v) m ‘d =P, P rr m =z 0 =P ww 44 wo www PP Wen@ ... P 0 4 W PP PP PW -0 .. HH HHH wwww ulowsr .... srowm .~ LEUCAOIA COUNTY WATER DISTRICT APPLICATION FUR SEWER SERVICE . Owner's Nanie Wm GettY ". Phone No. 434-1400 ". Mailing Address - 4747 Marina Dr "" - Service Address: Tract Description: lot 85 Estates North Assessor's Parcel No. Type of Building s.f. No. Units 1 Connection Fee $ 600.00 Lateral Size: 4" - G" - 8" Saddle - Easement Connection - Extra Footage: __ @$ - 215-491-10 pre-pd (200.00)j - Extra Depth: @$ - 400.00 ' Amount Rec'd $400.00 Ck. No/Cash 36?3"- Date Rec'd By J.S. -- Lateral Fee " Prorated Sewer Total $: 600.00: Service Fee J A The application must be signed by the owner (or his authorized representative) of the property to be served. The total charges must be paid to the District at the time the application is submitted. If a service lateral is required, it will be installed by the Leucadia County Water District. The service lateral is that part of the sewer system that extends from the main collection line in the street (or easement) to the point in the street (at or near the applicant's property line) where the service lateral is connected to the applicant's building sewer. The applicant is responsible for the construction, at the applicant's expense, of the sewer pipeline (building sewer) from the appli- cant's plumbing to the point in the stree; (or easement) where a connection is made to the service lateral. The connection of the applicant's building sewer to the service lateral shall be with the District's specifications, rules and regulations; and IT MUST BE INSPECTED made by the applicant at his expense. The connection must be made in conformity AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLEC- TIGN LINE GjITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIOERE~ INVALID AN0 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 colle.cted on the tax roll in the same manner as property taxes. The undersigned hereby agreesthat the above information given is correct and agrees to the conditions as stated. m. No. 5 ct locate3 on essor's Parcel No.(s): tach legal description (check one or mre) Subdivision (TPM) hlajor Subdivision (TI!) 2. I~I~rrr 4.lTt!nTtT Housing Type No. of D.U.'s No. of Bedmars Single Family 3 hfultiple mily llohilehcme Units 1. chuner/applicant aprrees to reconfirm this Project with the issuing school district every 6 mnths 2. chuner/applicant understand that the certification for school service contained in this Project unless such action is not required hy the district. District Phone 61S744-4776 ditional project approval (subdivision, pennit, or other conditional use processes) expires. Service Availability Letter is no longer effective if the pmject is disapproved or if the con- 3. The infonnation I have ded is carre AF'PLIC~'s SIGNA CEFZ ICATION OF XR33L AVAILABILITY OR NON-AVAILABILITY [ SAN MAHJiS LTIIFIEE XHCKlL DISTRICI bte: 1.0 DAY YR To: School District San Marcos Unified Grades Served: Kdg. through l2 1. School services and facilities are carmitted for this nro,jert. Smvices will be available concurrent with project need based on a secured wemnt with the developer which has adequate financing and clear intent. The tennination date of the docmnt is: . See attached copy. 2. @x 'IT%? undersigned school district hereby certifies that it will be able to vrovide adequate schml services and facilities to the above described project concurrently with the need of such project. mer/applicant has mid the required develo!m-'s fee. 3. E The undenimed school district hereby certifies that it will !I& be able to provide adequate school services and facilities to the above described pro.ject concurrently with the need of such project because THIS IS TO CERTIM THAT INSW~TION ISAS BEEN INSTALLED IN CONFORMANCE WITH TI& CURRENT ENERGY REGULATIONS, CALIFORNIA " ADMINISTRATIVE CODE, TITLE 25, STATE OF CALIFORNIL, IN THE BUILDJNG LOCATED AT: EXTERIOR WALLS hnufac turer yd+e, Thicknees/Type ,T/li"R/Value J/ CEILINGS Batts: Manufacturer GENERAL CONTRACTOR: LIC.# BY TITLE DATE INSUIATTON CONTRACTOR: APOLLO INSIJIATION I,TC.# ?86O15 -7 L ,, Thickness&$' R/Value -49 _. Citv of Carlsbad . MISCELLANEOUS .. 1200 ELM, CARLSBAD, CA 92008 TEL. (714) 438-5525 CONTACT PERSON /I4-, 5. t'rNOFk- Signatureof Applicant Date RECEIPT MISCELLANEOUS FEE RECEIPT PLAN CHECK FEE VALUATION DEMOLITION HOUSE MOVING PARKS AND RECREATION FEE PUBLIC FACILITIES FEE SCHOOL FEE - DISTRICT Carlsbad Encinitas San Diego San Marcos ' 0 0 0 TOTALFEE 16 7-0 , APPLICANT IN 180 DAYS AND NO BUILDING PERMIT IS ISSUED, FEE ARE *WARNING: PLAN CHECK FEES. WHERE NO ACTION IS TAKEN BY THE FORFEITED TO THE CITY. COMMENTS flhite - Applicant Yellow - File Pink - (1) Finance (2) Data Process Gold - Assessor