The URL can be used to link to this page

Home My WebLink About1710 BRUCE RD; ; 84-348; PermitDECLARATIONS OWNERlBUlLDER CONTRACTOR 1- LENDER WORKER'S COMPENSATION I 11 I rn r- rn 9 n 0 D r V rn n --I (I, (I, C 5 - rn 1 t- ~ $ -t- m 0 - r m D 0 C I V I] m VI Vl 0 I] c oc +< CT IC vc c t c (I, t n (I, m C - rn 3 =i= 71 m m Pink - Applicant Gold - Temporary File White - Inspector Green - (1) Finance (2) Data Process, Yellow - Assessor cn -0 rn z! D o 0 z E! -I 0 z cn I- C z U rn a c, a 0 C z 0 E3 z D v, 4 m z z D -I m a s + G 6 - v, I rn 5 I - z 0 Ill I I -i YJ I 4- I d , City of Carlsbad DEMOLITION HOUSE MOVING PARKS AND RECREATION EE PUBLIC FACILITIES FEE SCHOOL FEE - DISTRICT Carlsbad Enctnitas / 1200 ELM, CARLSBAD, CA 92008 TEL. (619) 438-5525 -_ ZOMPLETE FOR PLAN CHECK ONLY ;1 -EGAL DESCRIPTION &o 1 , OARLSBtth ASSESSORS PARCEL NO .c DESCRIPTION OF WORK ? 0 4 $ FLd c T- PLAN ID NO. c - -.' \ .----- --- -*-- DESIGNER ADDRESS Signature of Applica Date 7 -6 -2: MISCELLANEOUS 3ECEI PT MISCELLANEOUS FEE RECEIPT If-dr".. , I.,.. PLAN CHECK FEE VALUATION J 1 n -I 1 c1 ___~ __ ---I-.- 'WARNING: PLAN CHECK FEES, WHERE NO ACTION IS TAKEN BY THE APPLICANT IN 180 DAYS AND NO BUILDING PERMIT IS ISSUED. ARE FORFEITED TO THE CITY. COMMENTS White - Applicant Yellow - File Pink - (1) Finance (2) Data Process Gold - Assessor To: ENGINEERINO, FIRE, PLANNI FINAL INSPECTION Address /7/& Type of Construction Person to Contact &/A, Department Date APP~v~~ - Ph. N0..72 9</7/‘ Engineering Fire Plannlng Department Utilities Department Dateah 0 /s.5 Approved \ Prevention Date Approved Date APPfWd / Com ments: IF A RESPONSE IS NOT - WHIN 24 HOURS, IT WILL BE ASSUMED IT Is OKAY TO FINAL Ad’ <’ Addresd \ I N S P E C T I 3 N s E J i a r - I I ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 122 SAN DIEGO, CA 92 123 (619) 5601468 0 APPLICANT COPY a PLAN CHECKER COPY PLAN CORRECTION SRegP SINGLE PMILY AND DUPLEX DWELLINGS Plan Check No. - 8 ''Z I?-itc plans received by jurisdictionF&/* 714 Date plans received by plan checkerflw ''719 Date initial plan check completed e/, by .77q / /J Plan check is tiaited to technical&uirementS csntained in the Uniform Building Code, UnifOa Plumbing Code, Uniform Xechanical 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 ' bastd on laus and ordinances enforced by the Planning Department, Engineering Deparaent or other departments. The items circled below need clarification, modification or change. tc be satisfied before the plans vi11 be in confornance with the cited codes and regulations. Per See. 303 IC), 1979 Uniform Building Code. the approval of the plans does not permit the violation of any state, county or city law. All circled items have PUXS - Pleaae make all corrections on the original tracings and aubmit tw new sets of prints, and anv oriainal Dlan sets that mv have ~~~ To facilitate rechecking, please identify, nex: to each circled item, the sheet of the plans upon vhich each correction on this sheet hJS been made and return thir check sheet vith the revisod plans. 1 / / J j J J Submit fully dimensioned plot plan drawn to scale showing loccrtion size, and use of a11 existing and proposed structures on the lot. Identify property lines and show lot dimensions and a11 easewnts. Show location of all C?lt or fill slopes and approximate finish floor elevations Cor a11 structures and show elevations at all corners. Sac. 302fb17. Indicate distance from center-line of stroof or alley to property line and distance fror curb to property lin4. Sec. 302(b)7 Plans, specifications and calculations shall be signed by a California State Iicansed engineer or architect. (California Susiness and Professions Code) FIR5 PROTECTION Walls closer than 3 feet to property linm shall be one-hour fire-rated construction, have no openings, and shall have IO inch parapets when tho building floor area exceeds 1,000 square feet on any floor. (Table 3-A Sec. 1709(a) Projections. including eaves, nay not extend ' more than 12 inches inco the 3 foot setback from the property line. Sec. 1710 and Sac. 1504tb) Projections, including eaves.shal1 be one- hour fire-resistive construction, heavy timber or of non-combustible material if they project into th4 3' setback area frop 1 the property line. Sac. 1710 / Show location of pcrnianently vired smoke detector. Sec. 1210 ROOM SIZES, LIGHT, VENTILATIONS AND GLAZING . One room must contain a minimlrm of 150 square feet of superficial floor area. Sac. 1207Ibl llabitable rooms. othw than kitchens, shall contain at least 70 square feet oL Lloor area. Sec. 12071b) floor area and a minimum of 1C square feet per Sac. 1207fa). Appears to be deficient in 1 / Window area must be at least 1/10 of the 28 0 enable vindow area must be 1/20 of the oor area and a ainiaum of 5 square feet. rooms. Minimum is 1.3 sq.ft. (Sec.IZOS(al One-half of all required vindw area musf be openable in L/U/N& EM, 9 In fP bathrooms, laundry rooms and similar ~~~ - Provide mechanical ventilation C8pabla of bathrooms. vater cloaet compartments, laundry rooms and similar rooma if required vindowr No habitable room, ocher than a klcchen, shall be less than 7'0' in any diaenrion. See. 1207tcl Show that ceiling height for habitable rooms is a minimum of 7'6 . Sec. 1207(al /)d/providing five air changer per hour in re not provided. Sec. 120Sia) Shov ceiling neight for laundry rooms, hallways. corridors, and bdthtW1118 is a minunun of 7'0'. 5.C. 1207(al Provrde IO' clear vidth Cor vator closee compartments and 24' clearance in front of water closet. see. 1711(bl No cooking room shall be used Cor sleeping purposes. unless complying as an efficiency living *wit. Sac. 1208 Specify safety 9hZing for glazing in hazardous locations such as glass doors, glaring adjacenc to such doors and glazing adjacent :o walking surfaces. sec. 5406 Glaring in shover and tub enclosures (including windws) shall be toapered. laminated or approved plaatic. See. 1711 (C)(gl Sleeping roms shall have a vindow or exterior door for emmrqency exit. height shall not ucd 44' above the fh0r. The windov muse have an openable area of a+ least 5.7 square feet with the minimum openable vidth 20' and the minimum openable height 24'. See. 1204 Eaves and cornices any not project into a required yard wre than 2 inches Cor each foot of yard width if required windows : open into the yard. See. 12061d) i* d J J 5 Sill * P . A mttanins is an intermediate floor and MY not have a floor area exceeding 33 1/3 percent of the total floor area in the COQI below. and the mezzanine floor must have a clear height of 7 feet, above dnd belau,and must have 6ft of e!!. long side open to the I loom . The loft you show does not comply as a mezzanine floor and is, by Building Code * definition, a story D. .EXITS. STAIRWAYS, AND RAILINGS Floors above the second story shall have Required exit doorways shall be not lys in height. and shall be capable of owning at least 90 degree?. porches, balconies, dnd open sides of landings. Unximum opening beeveen railings shall be less than 9'. Su. I716 Shov how guardrail connection details are adequate to support 20 pounds per lineal foot &e a right angle to the top rail. Table 23-8 Provide scairvdy and landing deCAiLS. See. 3305lb) L IC1 a. Maximum risa 8' arid dnfaum run is 9'. b. Minimum head room is 6'-6'. c. Uinimum width is IO'. ot less than 2 exits. See. 3301(al t/" than 36' in width and not less than 6 -8' td / t'. J See. 3303(el 7. Provide 36' high protective riiling for . Handrails shall satisfy the Collouingr a. Provide handrail for stairvays over 10' high when serving a single duallrng. Title 24. Sac. TZS-Z2(b) noeinq of tredds. Sec. 330SCjJ have a space not less than 1 l/Z' beeveon the wall and the handrail. The hand grrp portion of handrail shall be not less chan 1 1/4' nor more chan 2' in cross-sectional .dimension. See. 33OSl)l (see attachedl b. Randrail shall be 30' to 34' above the e. Handrail projecting from a -11 shall Every seafrvay landing shall have a dimension. measured in the direction of travel, at least equal to the stairvay width. see. 330S(g1 II. f 1 #* 1 ./ P d . A door may open over a stairway landing provided Ue door, in any position, does not reduce the clear area of the landing, in the direction of scairnay travel, to Less than one-half the required wid- of the stairway. See. 33OSlg) . A door may open invard ac che top step of a stairway provided the top step is not .. nore than 7 1/2" lover than the floor level. See. 3303(i)2 Provide details of vinding stairway. a. Minimum tread is 6 inches at my pint and minimum 9 inches at a paint 12 inches from the side of the stairway. b. Maximup rise is 9 inches. c. Hinimum vidth is 30 inches. Su. 3305(dl (see dttached) S. Provide spiral stairway details: a. Minimum run is 7 1/2 inches at a poinc from where the eread is the narrwesc. b. !h.xiaup rise is 9 1/2 inches. e. Minimum headroom is 6 fe8t 6 inches. see. 330S(fI (see attachedl 6. Sprial stairways may not ba used for r8quir.d exits when the area served is gruter chan 400 sq. tt. See. 33Os(f) . Spiral seairvays must have a clear walking space of 16 inches beeween the colunn and handrail. See. 330S(fl tor metal stairway, or rubcit plans and calculations and approved fabricacor r.pisteted with the Building Oepnrcment or note that the stairway fabrication shall ba done under special inspection per che approved fabrication plans. See. 30S(al48 and See. 306(f) In buildings over 2 stories in height. provide 3/4 hour fire-rated assmblier for all openings in the exterior wall below or within 10 feet horizoncally of an exterior stair- way. An exic balcony with 2 separated stairnays is exanpc. Sac. 330s Utmrior stairways shall not projocc into the 3 foot rotback fra the property Lines. See. 330S(n) 8. Provide T.C.E.O. Rearearch Report and Hucab.r f. The walls and soffits of the enclosmd uaeable soace under interror starrs shall be proemetmd on :he enclosed side 3s toquired for one-hour fire-res~strve construction. Sac. 330Sfm) zrinlsum construction specifications shall be made a part of the approved plans. (5.0 attacked) Specify roof pitch. Roof pitch is not admquace for roof typm spacified. Specify minimum pitch of Specify roof material and application. materials not covered in UBC. Spmcify roof slope Cor drainage or design to support accumulated water. Sac. 3207fa) Show roof drains and overfl~s. See. 3207(a) Provide skylight details to show compliance with Sections 3401 and 5207 or vrovide ICBO I.C.S.O. approval number for roof w approval number. compliance with Section 5206 or provide Shov attic ventilation. ninhum vent area is 1/1SO of attic area or 1/300 of attic. area if at least SO1 of the required vent is at least 3 femt above ceiling joisu. See. 320S(c) . Provide plastic roof panel details to shov CBO nuabmr. $.- 8. Iusomr Provide- fireplace construction details or note construction to bm per attached fireplacm standard drawing. See. 3707 Shov veneer suuwrt and eonnetions co8iPlY shov 1 3/8' solid core aelf-cloainp door for opening. bmtwaen garage and dwelling. See. S03(d) Garages are not pmraittmd to opmn into a room usmd for slomping purpsos. See. 1104 Opening. between carport and residence require se1f-elosing doors and stationary windovs. See. 1214 Shov garage framing section. site of huder over garage opening. lateral cross bracing at plate line and mothod of bracing qarage front. Chapter 23 NOTZ: ntnimum plpood diaphraqm ratio is 3 1/2 to 1 or 2'8'. Table 24-1 6. Ooors between dwmllinga and attachd garages may suing in either direction providd the difference in floor elevation kcuun the dwlling and garage does not excemd 7 1/2 inches and provided the door is nor urd as the primary moans of ogress from the. building. . If the difference in floor elevation excads 7 1/2 inches, or if the door is urd as the primary means of agress from the building, additional steps or landing must bm providd in accordance with stairvay requirewnts, and the door must not swing over the depressd level. (see 3303(i)2 and 3305 (91. vater heater, or any other device which my generate a flamm or SQark. Note that continuous tire wall protoetion shall bm installed bmhind raismd platfords) prior to framing platform. J . Provide 18' raised platfornu for any FAU, Note on plans that'A roils enginomr shall evaluate any unanticipatod uncompactod fill or expansive soil or other soi: problems - disclosed during construction'. Sec.306(a)12. 120 Submit soils classification determination by a licensed engineer or architoet &ad on observation, tests, boring.. or excavationa, and containing comments on the dogree of value. Sec. 2905 Note on the plan the soils classification. whether or not the soil ia expanaive, and note the allowable bearing value. See. 290s Thm foundatian plan doms not amply with thm soil report recoamundation for this pro ject , expansiveness. eocnpressibility and bearing 7 with See. 3002;'4,S,6, and See. 2516(a)- regarding ties and 19 wire in horizontal joints or note construction to bm perattached sheets 30-1 or 30-2. Shov height and conseruction details of a11 masonry walls. Chapter 24 Note that cleanout openings shall be'provided at the,bortom of a11 cells to bm grout fillmd over 4 in a single pour. Cleanout shall be sealed before grouting, after insp.etion. See. 2415 , Shou floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual deaign lad, whicbever is greater. See. 2310 Provide material spmcifications for mortar, grout, masonry and reinforcing steel. Shov hw masonry house walls retaining earth are to be waterproofed. Provide detail. Provide notes on thm foundation plan listing the soils report recomendations Cor foundations. slab and building pad preparation. Note on the foundation plan that 'Prior to the Contractor rmquesting a Building Oeparwnt foundation inspection, the soils enqineer shall advise the Buildinq Note that spmcial inspection of the aaaonry will bm requirod for Otficiu-in writing that: 1. the building pad waa preparod in accor- dance with the soils reoort: 2. the utility trenchea ha;. ken proporly backfilled and compactod, and: 3. the foundation excavations, forming and reinforcemnt comply zith the soils report and approved plan. fire protection on the garage side of walls and ceilings Table S-B See.S03(b) omon to the duelling. S. Provide spread footinga for concentratd loads designmd for 1.000 PSF soil bmaring or per bearing value ai deteminmd by an onginerr or architect. Chaptor 29 / J floor above garage to have one-hour fire-resistive protectron on the garage side. See. SO]. Beans and ports, not wrthin the wall or ceiling con- struction. must coaolv with UBC. Table 434, or be minimum 6' diknsion bmar and minimum 8- by a' post. Show blocking at ands and at supports walls. Sac. 2S06(9) aighes of cuts and fills. Chapear 29 floor joists, dnd tor rattars at oxtarior Shov raftar tias. RafCar tias shall ba are raftars and cailing joists ara not I rallal. See. 2Sl8fh) Dimansion foundation par Table 29A. TABLE NO. 29-A-FOUNDATIONS FOR STUD 8EAAlNG WALLS-MINIMUM REOUIAEMENTS than 4S da r~s to tha horizontal. Sac. 2S18(g) Show 1/2- minimum claaranca batwaan top plate of inearior partitions and bottoa QUC chord of trussas. (To ensura LOAding will be as designad.) Show doubla top plat. with minimum 48' wuan ntcllrar OI STORIES (1- (iadlm). (lurrt) OC UOUNO uo CI*IuI 01 mumoanon WUL motlwo COOTIIM sunius wmm &% r 1- 6 8 If 8 Lap splice. Sac. 2S18(9)4 - 9 8 8 15 7 Show nailing will k in compliana with Table 2s-P. Provide fir. stops betwen storias, beevaan top story dnd roof space, at cailings walls, in mansard roof or ayabrov so no concealad or furred space is greatar than LO' horizonully or vertically, kcwan stair strinaers at too dnd bottom and and floor levels in intarior and anarior ,. 3 10 10 I8 8 sm: raPditionr - lo\uuL fou&titnts *hill1 k as required m hetion .%?(a). thar Und oadilionr Q Tb. mmwd under tlu doe. nuy k excavated to the elevation of tkr / mpofthefonin.. . betwean stds along aid in line with stair run adjoining stud walls and partitions, at perimeter of sliding door pockets. becuean chimnay and wood Cram uainq matal Show foundation bolt size and spacing. Specify sisa, 100 number dnd manufacturer of pouac drivan pins. Show ad90 and end stance and spacing. See, 306(f) Nota an A.I.T.C. Certificata of CompliUrcU for glued laminatad mod members shall be given to tha Building Inspactor prior to ereeion. See. IOb(f1 shaar walls, floor and roof diaphraqms. Indicata raquirad blocking. Mintdin maximum didphragn, dimension ratios. Shov 3.~4. or 2"xb" studs in first story ot ares story building. Sac. 2318lf) Provide roof framing plan. Sac. 302taI7 ablas I,J,KI. Show piar sit., spacinq and dapth into \ disturbed soil. Tabla 29-A Co 1 1/2 sq. Ct. for aach 2S lineal fa8t of exterior foundation with opaninqs as closa to cornars aa practicabie to-provid8 cross vantilation on re least tvo approximate- Section 302laJ 7 ly opposita sides. Sac. ZS17 - d. SDeeifv a11 headar siras for owning ovar Shov a11 joists, raftars, beams, and poata 2' to 4' thick to ba No. 2 Grade Douglas ?ir-&rch or bettar. a11 posts and baaas So and thickar shall ba No. 1 Grad. Douglas Pir-hrch or bettar. (Tabla 2s-A-1) 4; vid;. Sac. 2118(gI 7 Provida calculations for Saction 102(aI 7 In area. subjact to watar splaah and in axtarior locations, wood columna and wsts . . Shov wall bracing. Lvery axtarior yood shall ba supportad by piars projacting at laart 2' abov. tha finishad qrada and shall baar on a weal bas. plat. or troatad 7 stud wall and min crosa partition shall ba bracad at aach and and at laast wary 2) foet of langth with 1x4 diagonal yood unlasr the colunns or pres are tan- lac-in braca or aquivalant. S.C. 2S18(9)S dation grad8 rad4 or cadar. Sac. 2Slt(e14 .. I.. Shov location of attic access with minimun sire 22' x IO.. See. 3105 Show draft separation for attic araas in axcess of 3,000 sq.Ft. Sac. 1205 Show drift separacion for space becwaen drogpad cailinqs and floor above la axcess ridga as a =am. Sac. 2S18 (h) Wood shaar walls shall not be usad to rasist horizontal forces contributed by aasonry in buildings over one story in haight. Sac. 2S16fb) Gypsum Lath and plaster, gypsum sheathing board and gypsum wallboard shall noc be used in vartical diaphragm to rarist forces imposed by masonry or concrete construction. Table 47-1 . If cripple wall studs are lesa than 14'. framing shall be solid blocking. S.c.ZS18fg)6 Shou access to tho attic or undar floor inches. Sac. 708 L 709 UPT 9. Nota the passagaway to :he attic furnace shall ba Un0bStNCt.d and have Continuous solid flooring not Lass than 24 inches wide. Sac 708 UMC Show permanant elactrical outlec dnd lighting fixture eontrollad by a switch for the attic furnace. Sac. 708 vpc Shov details to colply with Sacrion qO9 for furnace under tha floor, Section 708 roof or outside furnace. v/ funace to b. ainwv 10 inch.¶ by 10 1 2y ;y' or attic furnace. or Section 710 for 2. Nota on plan, gas vents and non-corbustibla less shall be affactively draft stoppad at each floor or ceiling. UBC Sac. 1706(a)6 JI piping passing through ehree floors or IC. ELECPRICAL (National Clectrical Code) All wiring shall comply with the Naeional Elactrical cge . . Note on tha plan the amperage of alactrical - service. Crippla wall studs exceeding I feat in haight shall be 3 inch by 4 inch oe 2 inches by 6 inches when supporting 2 stOrhS. See. 2518(g)6 "rx. - Kt the elactrical installation is more than 200 dmperes, show panel location and provide a single Line diagram and Load calculations including: a. Wiring method employad. b. Sizas of all conductors, suitchar, circuit breakers, fuses, and conduits. e. Aooroximate Lenoth of service fndars. Show plyuood sheathing over exposad eaves, or other weather exposad ~Z~AS, is uterior . grade. Sac. 2Sl7fg) I Show map scraad at the foundation plate d. Pkovide plot plin showing sarvices, line on a11 exterior stud walls to be all panel locations, circuit arrangamant stuccoed. See. 4706te) and load distribution on panel bursar. a. Provide typical panel sc!mdulefs). Owallings raq.aire minimum 100 amp service. Shov location of all electrical racaptacles. Provide an approved waterproof building paper under Mod siding. See. 1701(a) Specify M approvad flashing for axtarior __ openings . Sec. 3208 Shov corridor width to be minimum 36'. Sac. 3304fb) Specify truss layout for 30' x 30' attic Ridges, hips, and valleys shall be at least one size largar than supportad rafters. Sac. 2S18(h) 3 Provide weal straps across ridgo baam and rafters. 7 fl J. KCCHANICAL All heating. ventilatinq, and cooling systems and aooliances shall coaolv with tbe Unifonn Elactrical racaptacle locations and/or spacing is not adequate in At least one racepcacle shall be installad outdoors. in basamants and attached garages, other than laundry outlets. Art. 210-2S(b) Show minimum duelling,lighting fNEC and outdoors. NEC Art. 210-8(a). Note "UrER' ground to be provided INEC). Art. 250-81 / /i;c , Art. 210-26fd) and GPI'S in garage. baths &a1 Codayf ;ll ' - t. PLommG (Onifom Plumbinq Code1 Show the size, location an heating a ooling applian f syst-. All plumbing shall comply with the Unifrm Show source of combustion air for furnace Shov watar heatar sire, typa and location on plans. Show method of providing combustion air to fuel burning water haater. Sac. 1107 Fuel combustion waeer heater sh.11 not be will comply with Chaper 6, U.M.C. Every dwlling unit shall be providad with heating facilities capable 03 maintain- installad in bath or bedroom or in a closet opaning into bath or bedroom. Sac. 1309 ing a room temperatura of 70 ?. at 3 feet above the floor in a11 habitable rooms. Show basis for compIianc8. UBC S.C. 1111 Plumbing Code. f)/ /rd Shov minimum 30' deep unobstructed working space in front of furnaca. ~oee on QhnS,claaranceS to be turers listing. See. 704 Om: Furnace shall not be lnstallad under any Furnaca shall not be installad in any badrooa. bathroom, cloaat, or in C0nffn.d space with access only through such room. unlass spacitied as anclosed furnace or Sac. 704 Urn: Shov IC= approval for prefab firaplace and provida approved installation instructions at job sita. por manufac- ;p/ H SCAirUay. Sac. 704 urn p Provide adaquate barriar to protect water heater fn vahiclo damage. Sac. In0 Show T and P valve on water heater and show rout. of discharga line to extarior Sac. 1007(a) Provida dryar vent to outside. Up*: Note on the pldn that hose bibbs and lawn sprinkler systems shall have approved Shower stall shall accoaodate a 30'circla and have a minimum floor area of 900 sq.in. UK: 909(d) d .. .. an. 273. 274. 27s. 274. 217. 278. Sacr&enro, California 9S82S. (Tal. (916) 920-621611. California BUi1- Officials also maintain a telephone 'hotlxne' betwon 10100 A.M. 8ad loo0 456-3823. tho alternative energy p.c*.Q. that ma ulutad i.e. A* 8. C. 1, 2* 3, 4. or Al 163 to shau cmplianco, ud appropriate to that selmod p.e*.pr. T?IO responsible desipner should a statement. on tho Dlan title sheot, 'the design subricted substaatially conform8 to the Inerqy Ioqulatioas for Residential Buildings'. Shou the 9- value Lor tho wlls .ad nilinp and rolaeed areas. Not. that the insulation ruod shall comply rich California Quality Sundud.. Note tho insulation installer shall post a signed cmreifiut8, in a coss@,cioam place in the building! qcatinq tho 2-53 and title aor caaptu ar subc&ptor and i:oo r.n. to 4r00 r.n. 8t 0161 - on tho titlo shut of tba p1.a.. provide C8lCUlation8 .nd 0th- d8-r iMUlatiO#l -1i.8 Wbrh Title 24* Chaw 4. ArtbClO 3. 281. 282. 283. 284. 28s. 284. 287. 288. 289. Note ducts Shall Corply With Chaw lo* with M8tiC Or tam. 1976 UMC and shall be tightly soald Note at the -tar heator loeatioa -tu heater to have wrap oC R-12 uterm8l insulation'. noto, rkoro weer hearor 1s in uadtloul SPOCO. the rirse rim rwc or atin pip. to IUVO n-I Wr8p. Noeo a11 circulacinq hot tor pip. in uncondicionod sp.as shall & iaoulaed. nQce that a11 gas fired heating .ad cooling appliances. showrs and L.IK.+s rh.11 comply uitn the morpy brriciay SUnd~rds. Shau, at bach and kitchon. chat the gonoral liqhtinq shall hvo M oificiaacy of not less than 2s luwn8 par watt 1.e. Ilorescmt. Note that (axeopt hoat pup81 shall hvo 8a thormos~t with mechanism uhicb QI) & unually proqrurd to automatically roe back the thormstae set points for at least cw pmriodr wichin 24 hours. Shov tho sire. typa and location of tho sp.ca heating (or coalinq) systr and provide onerpy calculations it tb. ou:pant m/nr. oxcoeds 4S.000 ma. ho8tinq or coolinq sy8t.r raqaur poot mra u -11 u 0u1.r .cwrqy uraaq dmvrcn swa a8 euo ctouu. ass. =?O-L 406 Show a minimum 2' air space md f?uhing b0~1.n planter and building walls. Soe. 2S17(eJ Specify macerial to br usd mder c!ke shower tile. Soc. 1707(a) Spocify lath and plaster to cumply with Chaptu 47, Uac. "+IO 3/4' copper pipor mst bo insulld Lror water heatmr location eo convmtiont loueion of future solar panels (City Ord.) Provide slaaves (:we jacks1 in root Lor two Cut*ue 3/4' coppor pipes to euamnient location of future solar panels (City Ord.) Hate solar warar otpinp is to bm insulated in areas ?.!!at aro noc !mated or zoolad. (ciey Ord.1 0 Burldinq plans are rubstantially Cormf (- and a~mlote. ate doors and rindas. including rky1lghU. kcwon conditioned and non-conditiond space shall be fully wacherstrippmi. Noto on the eraring plan that wathar strrpprnq. caulking or roalantr =st k used to limit filtration in tho burldAng envelop. at the iollainq loariauc Extorior joints around uindae and door frurs: batwon wall solo plates and floorsr and kcwon earersor -41 pneisi pnorratrons An walls, coillnps. and floors for plumbing, ~Iwtricity. 81d gas lines: opw~rngs in attic Lloorsr and all otnor opentngs in the building env+ I ow. Woce cnat doors and uindas to be cortifld and IrMIed a8 complyinq with the h..Cn k9UlAClOlBS. kto Lana orhauatinq air to buk draft damoars. Q Duilding plans wuld be substantial~y eoam 8nd complete is minor cotreions are ud. at counter. uildinq plans requit. Y jor eorrections ud complete plan rochock. by plan check ongrnoer, is required. r, 4 I oat.: 71 \3\ S4- I I TABLE 2-1. ALTERNATIVE COMPONENT PACXACES FOR CLIMATE ZONE 7 Pickage A B C Component BL'ILDCVC .ENVELOPE Insula t ion Mnimums Caili ng wall1 Slab Floor Perimeter Raised Floor R 19 no req'ment R 11 R 11 (R 2.5) R 30 R II (R 2.5) a7 R 11 B 19 no raq'ment R 11 R II (R z.sj himum U-value Haximum Total Non-South Hiaimue South Pacing ktXlnWiI Total Ate8 Facing Area Area 1.10 no req'menc 0.65 14.0% 1.10 14.0% 9.6% no req'ment no req'ment no req'ment 6.4% no req'ment required not req 'd not req 'd SPACE COKDITIONINC SYSTM H*ctting System Type2 gas 8 gas, hek pump, or solar w/ any type of backup heat DOHESTIC UATER HEATING' SYSTM TYPE gaa, heat pump, or solar w/ any type of backup heat solar vi th gas backup heat I 1. The value in parentheses is the R-value for the entire wall 8ssemblyif the wall weight exceed8 The insulation murt be integral with or itmealled on the outside of the exterior mass. The inside surface of the thermal mass, including plaster or gypsum board in direct contact with the masonry wall, room air. The exterior wall used to meet the R-V8lUe in parentheses cannot be ured to aeet the above thermal mass requfrement. 40 pounds per rqrurr foot. shall be exposed to the 2. hbre natural gas is not available, zonally controlled electric resia- tdcie or radiant heating systems may be used. 48 n t JIewly enacted legislation (AB 163 [Goah]), which becane law on Jdy 29, 1983, provides builders new options and additional flexibility in complying with the energy conservation standards for new residential bufldiqp. features of the bill are described below: The principl GROUP AVERAGING Wlilders may comply with the standards by avereging the performance of groups of buildings. in the same subdivision, and all must be based on the same model. Reverse plans and different elevations of a model are regarded 89 the same mollel. mildiqp based on the model and with the same floorplan (inchding reverse plans) but with different conservation features, such as shading, insulation levels, therndl mass, etc, are still regarded as the Same model. grouped together for averaging. 1111 buildings in an averaged group must be Different models may not be kilderu who elect to average uiust apply for permits for all buildings in an averaged group on the same day, and each application must indicate the group to which the averaging approach is applied. The builder demonstrates compliance by using either the Point @stem or aqy other approved calculation method, such as CALPAS 1A or CAL?AS 3, to show that a sirnple arithmetic average of the energy performance of dl buildin@ in the group meets the standards' energy budget. khcn the b~ldirgs are offered for sale, builders must also notify potential buyers tkt ccapliance with the enera standards used averaging and that the performance of a prticular hone relative to the performance standard is available upon request. NEW PACKAGES Builders may also ye new pc-es enacted by AB 163, in place of Packa&es A, B, and C in the st?ndanls. !he new packages for each climate zune are swruaarized in the TABI;E attached to this notice. Notes explaining the pclqes appar on Fege 2 of this notice. AL!PERNATIVX PACKAGES AB 163 also allows builders to develop and use their bni pckages of measures, provided such pckages result in the Same energy performance as the new pckages in AB 163. use either the Point System or another approved calculation method (e.&, CALPAS 1A or 3) and follow these steps: 1. Calculate the energy consumption or pint system total of the building flsor an ircluding all of the components in an AB 163 pawe (see attached TA3Uf Assume the building has the maximum mount of glazing allowed in that pc@e and that this glazing is equally distributed north, east, south, and west. lhis calculation sets the energy goal or standard that the proposed buildire must neet. - Note: points. To use this approach, builders may . If the pint system is used, thia goal will not necessarily be zero 2. Fer1.z.m the same cmputation, using the proposed building's actual @=in& area, oriictation, and distribution, and it:{ xtual energy conservation features. 'ht? design canplies if the energy consumption or pint system total is equal to or tetter than the goal established in Step 1. Mailed to lists 408, 409, 050, 053 on 8/15/83 0 UElBt PROVISIONS OF AB 163 1. Regadless of the method of compliance, every building nust still comply with the mandatory features and devices requirements of the standards. The requirements appar in Section 2-5352 of Title 24, Cdifornin Adm4nliDpe11v~ WJmt 2. Any application for a building permit pending on or after July 29, 1963, may use any of the compliance methods in AB 163 to meet the new energy standmdo. 3. If a fireplace is not located near an exterior wall, outside canbustion air is not required in climate zones 5, 6, 7, 13, 9, 10, 14, and 15. provision of the bill is an express exanption for thoae oliaate zones frun the outside canbustidn air requirement in the stardards. (The requirement in the standards appears in Section 2-5352(d) of Title 24, California Administrative Code.) following Requirements apply if builders elect to use the pickagee in AB 163. (For requirerients of other pac-es or caipliance methods, consult the stamlards or the bergy Conservation knual.) Note that this MPMATIONS OF THE RF32UIREIG3ITS IN THE NEW AB 163 PACKAGE3 (See '1ABLE) The 1. All concrete slab floor buildiw are required to have 25 percent of the floor area directly exposed to the conditioned space. To determine the floor area, count only the first floor in conditioned area. Uncarpeted first floor axas, such aa linoleum or tiled entry ways, kitchens, bathrooms, and utility closets may all be counted towards this requireuent. 2. In some climate zones, a buildiw with raised floors (rather than concrete slab) ut also include thermal mass with an area exposed to the conditioned space equal to a certain percentage of the ground floor floor area. each zone is listed in the attached TABLF. material used must have a performance equivalent to masonry two inches thick, with a volmetric heat capity of 28 Btu per lcubic foot ger degree Fahrenheit per hour, a thed conductivity of one Etu pr foot per foot pr degree Fahrenheit per hour, and a surface area directly exposed to the rom air of the required percentage of the ground floor floor space. A list of materials that meet these requirements is being developed by the Commission. The attic requirement means that an attic is installed under not less than 75 percent of the roof that is over any conditioned space. . The percentwe for To qualie for thermal mass, the 3. 4. The air conditioner efficiencies must be net if an air conditioner is instdled, out AB lc3 does not require that an air conditioner be installed. 5. If a kat pump is used, an automatic setback thermostat is required in clhate zones 1, 3, 5, 7, 15, and 16 if building permits are applied for on or after A~.gast 1, lm. for pernits qplied for on or after July 1, 1984. clbate zone by these pc-es. In all zones, an autmatic setback thermostat is required 6. Infiltration barriers and air-to-air heat exch-ers are not required in L) 5 . ..' .. BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER L /Wfi& 2.8 45- @ 5-3.d0=- 10 sp. 3 2%- 748 B/3*~ = 91 72+ 7deG2+ z9/ @ s-0 = 1 rc5-5- I , A ir Conditioning @ 2.80 Coinmercial Residential @ 2.40 Res. or Corn. . Fire Sprinklers @ 1.50 Total Value . //f56g / Preparedby t d/W VALUATION AND PLAN CHECK FEE 0 Bldg. Dept. 0 Esgil PLAN CHECK NO. 84-3qp-r BUILDING ADDRESS APPLICANT/CONTACT 5~ chme BUILDING OCCUPANCY E-3, M DESIGNER PHONE TYPE OF CONSTRUCTION CONTRACTOR PHONE /7/ D BQu& &JW PHONE NO. 7Zr972774 Building Permit Fee $ \,s ,f Plan Check fee J 313.95 Y COMMENTS; 8/4/82 EIVED -- L - TYPE OF STRUCTURE I. 5 F D, SCHOOL FEES: SAN DIEGUITO 9 ENC IN I TAS C ARLSBAD SAN MARCOS W - TWO CAR GARAGE COMMENTS : - REDEVELOPMENT APPROVAL REQUIRED: Ik . -I LANDSCAPE PLAN COMMENTS: - -- - - ENVIRONMENTAL REQUIRED: - -- ADDITIONAL COMMENTS: -- OK TO OK TO FINAL: DATE: -. -- .................................................................................. ENGINEERING LEGAL DESCRIPTION "ERIFIED? a- s'z-2, PARK IN LIEU -I ,J&3=3=U/e>A -- -- -/m,cc7ud6 SJ R.O.14: q/$r - IMPROVEMENTS : .-. \- &..A5 f/u=) ' 3K? COMPACTION LABS, INC. SOIL TESflNG & INSPECTION SERVICES Project No. CL-1239 Bee Cee Development Company 3095 State Street Carlsbad, CA 92008 Subject: Report of Certification of Compacted Fill Ground Proposed Gruenwald Residence 1710 Bruce Drive Carlsbad, California . Gentlemen, In response to your request, the following report has been prepared to indicate results of soil tests, observations, and inspection of earth-work construction at the subject site. Testing and inspection was performed between October 9 and 12, 1984. Briefly, our findings reveal filled ground has been compacted to a minimum of ninety percent. Therefore, we recommend construction continue as scheduled. SCOPE: Our iirm was retairied to observe grading operations with regard trJ current standard practices and to determine the degree of compaction of placed fill. Grading plans were prep=?:: Dy Toal Engineering, Irc. dated July 17. lQE?'?. Reference is made tc a previously submitted report entitJn.1 "Soi: Investigation, proposed Gruenwald Resina?:,, 1/10 Bruce Drive, Carlsbad, CA." prcpared by c:;LLern California Soil and Testing, Inc. dated August 14, 1984. Approximate locations and depth of filled ground and extent of earth-work construction covered in this report are indicated on attached Plate No. 1 entitled "Test Location Sketch." The site was graded in order to create a level building pad and 2410 Glenridge Rd: Escondido, California 92027 (619) 741-5289 . COM*PACTION LABS, INC. SOIL TESTING & INSPECTtON SERVICES 9 . in accordance with recommendation; set forth in Southern California Soil and Testing, Inc. report dated August 14, 1984. LABORATORY TESTING: Representative soils samples were collected and returned to the laboratory for testing. Optimum moisture-maximum density tests were performed in accordance with ASTM D-1557 and are tabulated on attached Plate No. 2. SOIL CONDITIONS: Native soils encountered were silty-sands. Fill soils were generated from the on-site excavation. The building site contains a transition from cut to fill. However, the site was excavated a minimum of 3 feet and brought to grade with compacted soil, Therefore, no consideration need -be given this characteristic, Expansive soils were not observed. Therefore, no special recommendations are required. Fill soils were placed, watered, and compacted in six inch lifts. Prior to earth-work construction, areas where fill was placed, were scarafied, watered, and compacted to a minimum of ninety percent. To determine the degree of compaction, field density tests were performed in accordance with ASTM D-1556 or D-2922 at the locations designated on attached Plate No. 1. A tabulation of test results and their vertical locations are presezted on attached Plate No. 2. During grading operations, all fill soils found to have a relative compaction of less than achieved. . nirlety percent were reworked until the proper compaction. :;as RECOMMENDATIONS RN? CGWCLUSIONS: Continuous inspectitin was neither requested nor warranted to verify fill soils were placed in accordance with cllrrqnt standard practices regarding grading anA e:, L~l-work construction. Therefore, the following recommendations are based on the premise that all areas tested are representative of the entire project. 1, Compacted.fil1 and natural ground have adequate strength to safely support the proposed loads. 2. Slopes are stable as constructed with relation to deep seated failure and provided they are properly .. COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES maintained. I 3. Continuous footings having a minimum width of 12 I inches and founded a minimum of 12 inches will havh an allowable bearing value of 2000 pounds per square fout as delineated in Southern California Soil and Testing, Inc. report dated August 14, 1984. If you have any questions, please do not hesitate to contact us. The opportunity of working with you is sincerely appreciated. . Respectfully submitted, 4 A. R. Barry, R.C.E. 27683 i 1 ARB/pjr cc:. (3) submitted COMPACTION LABS , SOIL TESTING . BROW 6' CUT @ 1,s: TOP OF CUT SLOPE WKH 4 TEMPORARY F~LE (TO BE REMOVED) I N I' NO SCALE. / 13 --I€S T LOCAT10 N FILL @ 2:1 TOE OF FJLL SLOPE ---I t-- PARK DRIVE TEST LOCATION SKETCH PROJECT NO. CL-1239 PLATE No. COMPACTION LABS, INC. SOIL TESTING 81 INSPECTION SERVICES TABULATION OF TEST RESULTS F rz1 . CIC 0 EO z 0 -C NCI c, W 'I- tu v) c, L w. Q) tu 00 I- a IJ 1 2 3 4 5 6 7 8 9 -10 11 12 13 10/09/84 See Plate 06-3.' No. 1 06-3' . .I I' U I U I' U 'I U U I' I' I' 'I U U I' I U +2 ' +4 +2 ' +3 ' 06-3' +2 ' +2 ' +6'FG +6'FG +3'FG +4'FG 10/10/84 10/11/84 10/12/84 n Remarks : Soil Description 13.1 114.5 I 16.2 114.5 I' 13.4 110.8 I1 13.6 111.8 I1 14.8 , 114.6 I1 14.2 110.9 I1 15.1 110.9 I1 13.7 111.6 I1 12.9 110.9 I1 12.5 110.9 I1 9.5 111.5 I1 14.4 113.0 I1 12.3 111.8 I1 90.3 90.3, 90.3 91.2 93.5 . 90.1 90.1 91 .o 90.1 90.1 90*9 92.2 91.2 0 Optimum Moisture, Maximum Density Maximum Optimum Dry Densit;, Moisture Type (lb/cu.ft) [% dry wt.) Light Brown Silty Sand I 126.8 9.8 Brown Silty-sand I1 122.6 10.1 Project No. CL-1239 Plate No. 2 + lsbad Unified School District 801 Pine Avenue, Carlsbad, California 92008 729-9291 “Excellence In Education” BOARD OF TRUSTEES J. EDWARD SWITZER, JR. President JULIANNE L NYGAAR’D Vice President JAMES McCORMICK Clerk J 0 E ‘AN C E L Member JOHN j. MAMAUX Memher DISTRICT ADMl N I STRATIO N . PHILIP CRICNON, Ed.D. District Superintendent JAMES M. STARK Hirsiness Services Instrirctional Services Employee Relations RICHARD A SHALER I ill o r ma t ion S ys tc m s K.C. DUNLAP FarilitirdSrrvicrs SUSAN-HARUMI BENTLEY . DAVID Wkl. BATES, SR. $ October 11, 1984 Mr. Clarence Schlehuber, Chairperson, City of Carlsbad 1200 Elm Avenue Carlsbad, CA 92008 and Members of the Planning Commission Attn: Mr. Martin Orenyak, Building and Planning Director Reference: Mr. and Mrs. Kenneth Gruenwald Bee Cee Remodeling, Contractor Gentlemen: Our District has reviewed the proposed development of one single family dwelling located at 1710 Bruce Road and has evaluated the impact of that project on the facilities of this District. The Governing Board wishes to advise the city officials and residents of Carlsbad that, as residential units are added to the community, it is likely that many classes in the District will become crowded, resulting in possible impairment to the educational and transportational services offered to the students. It is also likely that school schedules may have to be changed, resulting in an increase in the year-round program, or double-sessions, or both. However, the District is able to assure you that school physical facilities will be available concurrent with need for this development as it is presently proposed. Sincerely, / %s James Stark v Assistant Superintendent Business Services I' .. . . ~CARLSBAD UNIFIED SCHOOL DISTRICT 4.- ' USE OF SCHOOL FACILITIES/RENTALS $ $\.?a0 USE OF SCHOOL BUS $ TELEPHONE COMMISSIONS $ DAMAGE TO SCHOOL PROPERTY $ INSURANCE CLAIMS $ DAMAGED OR LOST BOOKS $ . REIMBURSEMENTS $ SALE OF SURPLUS $ .a (EMPLOYEES) .. r. . '. .. , INCOME ABATEMENT 0 . ' -.* ,r CHARGE TO ACCOUNT NO. F - XEKL - - RECEIVED CASH CHECK~ . - c L. -, , ---. - Application for Grading Permit 1 CITY OF CARLSBAD ENGINEERING DEPARTMENT 1200 Elm Avenue 438-5541 .TA/@. Av/08 246 - 3 - .--I.. - " -_I__,- ~* Geologic Report Drainage structures - Other Compaction report 4. All slopes shall be planted per City Code. Operations (dates) I hereby acknowledge that I have read the application and state that the information I have provided is correct and agree to comply with Signature of Permittee Owner or authorized agent Initial - site prep. Rough - prior to drains ENVIRONMENTAL CLEARANCE - Date EIA'Log No. "T ?J -2 I Copies: White-Office; Green-Building; Yellow-Inspector; Pink-Permittee; Goldenrod-Finance THIS FORM WHEN PROPERLY VALIDATED IS A PERMIT TO DO THE WORK DESCRIBED THIS PERMIT IS VALID FOR A SIX (6) MONTH PERIOD