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Home My WebLink About2705 ANTA CT; ; 82-306; Permit4 DECLARATIONS . -. r 1' I I WORKER'SCOMPENSATION OWNERIUILDER CONTRACTOR tn L I "' \e - Inspector Green - (1) Finance (2) Data Process, Yellow - Assessor Pink..- Applicant Gold - Temporary'File ! I 1 I 1 ! I 1 1 ) I ! I P -7l 0 a ! ill Ill i c Ill Ill i r -1 1 I I i -+ i 'I II I L t i L - -c c "c t 1 t t 1 i _L i r i T 'I /i I 'i // i I ! - .I I DECLARATIONS LENDER WORKER'SCOMPENSATION OWNEWBUILDER It CONTRACTOR I1 In 11 " I t.+ . ?+ -- i i ~ I- - I ! i I + I 4 f c * i I . c I c Ll ... 1 ! i i 'I L L I' T= !E T 1 I 'ink.- Applicant Gold -Temporary File , I r, u 4 White - Inspector Green - (1) Finance (2) Data Process, Yellow - Assessor r h 0 a r 7 r 1 T I I 1 t i I I I i t 1 I t 1 c "- IN I c c I- ! L I t i- I I i I L L J i i i DECLARATIONS -1 LENDER WORKER'S COMPENSATION OWNERiWILDER II CONTIIACTOII t ! I White - Inspector Green - (1) Finance (2) Data Process, Yellow - Assessor Pink - ~~ld - T~~~~~~~~ T I I i DECLARATIONS LENDER 71 I WORKER'S COMPENSATION OWNERllUlLOER CONTRACTOR II in "" I' t c L L Whlte ~ Inspector Green ~ (1) Finance (2) Uata Process. Yellow ~ Assessor Pink ~ Applicant Gold ~- Temi)orxy File t T T I ! "~ c ! c t I 7- i , I NG DFPARTMF'NT WmG m .ZONE: , ,e&. SCHOOL FEES: S.4N DIEGUITO SAN MARCOS UNITS REQ'D: ?- PROVIDED: ?- i COVERAGE ALLOWED: PROVIDED: PARKING SPACES REQ'D: LA, ' PROVIDED: (WILDING HEIGHT REQ'D: PROVIDED: * ALLOWED : \k ,. IIV~RL'SIONS: ... &.CI,NITAS CARLSSAD ?'<" :. - ., j '; *&RONT SETBACK SIDE SETBACK REAR SETBACK \. PROVIDED: n\- 1,:; . F@:DEVELOPMENT APPROVAL REQ'D: ' . LANDSCAPE & IRRIGATION PLAN COMMENTS: , . _ENVIRONMENTAL PROTECTION REQ: . ADDITIONAL COMMENTS: " ~.~ ~ - OK TO FINAL: DATE : .. ._ . .. . . .. .,LEGAL DESCRIPTION: ,~Di~IONAl, COMMENTS : , _. &CHECK IF EN N R NG INSPECTI N REQ'D. ON FINAL: TO ISSUE DATE : q!c3p8L PWI : 4(,,@ OK < FINAL : "" kr. MTE: /@/. 3" LkLU--- %. , .+. . . . ... . . j.&"~~-".-A-"~~:~ * IF TlllS 1TI:M IS NOT CIIIiCKEII, B~J1LI)INC DEPAI11'MI':NT WILL MAE;!; FINAL INSPECTION. CORRECTION NOTICE CITY OF CARLSBAD '. , ! I. ,i, ', BUILDING INSPECTION DEPARTMENT TIME: INSPECTOR PHONE - 438-5525 / .; i .-. DATE: .f I I,!. ,*. . ',. ; i '. BUILDING 0 FOUNDATION 0 REINFORCING STEEL 0 MASONRY 0 GROUT - GUNITE 0 FLOOR AND CEILING FRAME 0 SHEATHING o FbAME c] EXTERIOR LATH INSULATION 0 INTERIOR LATH OR DRYWALL PLUMBING 0 UNDERGROUND PLUMBING UNDERGROUND WATER 0 ROUGHT PLUMBING 0 TOP OUT PLUMBING SEWER AND PLiCO TUB OR SHOWER PAN GASTEST 0: WATER HEATER ELECTRICAL 0 TEMPORARY SERVICE ELECTRIC UNDERGROUND ROUGH ELECTRIC POOL BONDING 0 ELECTRICSERVICE 0 UPPER GROUND n G.F.I. SMOKE DETECTOR MISCELLANEOUS 0 PLENUM AND DUCTS 0 COMBUSTION AIR 0 CONDITIONED AIR SYSTEMS 0 SOLAR 0 GRADING 0 POOL U PATIO n SIGN ESGIL CORPORATION 9320 CHESAPEAKE DR., SKTlW 182 SAN DIECiO. CA 9218R APPROVED SEP 2 2 1982 City of CARLSBAD BUILDING DEPT. BY PLAN CORRECTION SUER SINGLE FMILY AND DUPLEX WLLINGS Plan Check NO. &Z - SO6 Date plans received by jurisdiction Date plans received by plan checker Date initial plan check completed F@REW@RO: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumblng Code. Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation. noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, mcdification or change. All circled items have conformance with the cited codes and regulations. to be satisfied before the plans will be in Per Sec. 303 IC), 1979 Uniform Building Code. the approval of the plans does not permit the violation of any state, county or city law. A . PLANS Plea*. make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, t*: BU/LQ/ AfL+ 1;7/E'p7: P To facilitate rechecking, please identify, next to each circled item. the sheet of the plans upon which each correction on check sheet with the revised plans. this sheet has been made and return this 1' cwner and name Of person responsible for Indicate on plans the name Of the legal the preparation Of the plans. Sec. 302(bl 0 APPLICANT COPY 0 PLAN CHECKER COPY fully dimmsioned plot plan dram of a11 existing and proposed structures to scale showing location size, and use on the lot. Identify property lines and ahow lot dimensions and all easements. and approximate finish floor elevations Show location of all cut or fill slows for a11 atructwes and ahow elevations at a11 corners. Sec. 302fb)7. or alley to proptrty line and distance from Indicate distance frm canter-line of street Curb to property tins. sec. 302(b)7 < signed by a Californis State licensed Plans apecificationr and calculations .hall engineer or architect. ICalifornia Buainens and Professions Codel D. FIRE PROTECTION Walls closer than 3 feet to property lines r<hall be one-hour fire-rated conrtructLon, have no openings, and shall have 30 inch Parapets when the building floor area exceeds 1,000 square feet on any floor. (Table 5-A ec. 1709lal mare than 12 inches into the 3 foot setback Projections, including eaves. may not extend from tho property line. Sec. 1710 and $:;e::::::, including eaves, shall be one- hour fire-resistive construction, heavy timber or of "on-combustible material if they project into the 3' setback ares from the property line. Sec. 1710 location of permanently wired smoke dctcctor. Sec. 1210 C, ROOCl SIZES. LIGHT, VENTILATIONS AND CLAZIM: /One rwm must contain a minimum of 150 aquare feet of superficial floor area. sec. 1207(bl k Mabitable rooms, other than kitchens, shall contain at least 70 square feet of floor area. sec. 1207fbl A. Window area must be at least 1/10 of the Per Sec. 1207(a). Appears to be deficient floor area and a minimum of 10 square feet in Openable window area must be 1/20 of the floor area and a minimum of 5 aqvare feet. In bathrooms, laundry rooms and similar rooms. Minimum is 1.5 aq.ft. fSec.l205(sI One-half of all required window ares must be openable in A providing five air changes per hour in 1 fl' shall be less than 7'0' in any dimension. Sec. 1207(c) Show ceiling height for laundry rooms, compartments and 24. clearance in front of water Closet. Sec. 17111b) NO eooking r- shall be "ne5 for sleeping purpases, unless complying as an efficiency living unit. See. 1208 Specify safety glaring for glaring in hazardous locations such as glass doora. glazing adjacent to such dwrs and glaring adjacmnt to walking surfaces. Sec. 5406 the wall and the handrail. The hand grip portion of hmndrail shall b. not less Uun 1 1/4" nor mare than 2' in cross-sectional .dimanalon. uasurd in the direction of travel, at Every stairway landing shall havm a dirnsion. least qual to the stainfay vidth. SeC. 330519) A door may 0p.n Over a StaiNay lending provide5 th. door, in any position, doma not reduce the char area of the landing. in the direction of stairray travel, to the atairway. See. 33051g) less than one-half the required width of A dwr may own inward at the top Stmp Of height shall not exceed 44. above the floor. The rindow must have an openable area Of at least 5.7 square feet vith the minimum openable width 20' and the minimum openable ~aves and cornices my not project into a required yard more than 2 inches for each fwt of yard vidth if required windows open into the yard. Sac. 12061d) A Mrzanin. is an interuediate floor and +my not hsv. a flwr area exceeding 33 1/3 percent of the total floor area in the cool belov, and the malanine floor must have b. #axhum rise is 9 inches. must have 651 of thm long side open to the a clear height of 7 feet, above and belw.and C. Minimum width is 30 inches. Sec. 3305ld1 rwI below. ight 24.. See. 1204 mare than 7 1/2' lar than the flwr level. a stmirway provided the top step is not Smc. 33031112 Provide details Of vinding SCaiNW. ninimum tread is 6 inches at any point and minimum 9 inchen at a mint 12 inches fram the side of the stairray. I su attache5 I Provide spiral stainfay dmteilsr a. Minimum run is 7 1/2 inch.. at point fro1 where the tread is the narrwut. b. Nximun rise is 9 1/2 inches. E. Minimum headroom is 6 feet 6 inches. S.C. 3305If) (see attachedl spiral stairrays my not b. used for rwuird exits when the aru served is qraater than 400 sq. ft. Sac. 3305lfl spiral stairways must hmve a clear valking space of 26 inches betwen the column and handrail. Sac. 3305(f) ia height, and shall be capable of owning at least 90 degrees. Sac. 3303lel Provld. I.C.B.O. Reasmarch Repart and NU-C for metal stairvay. or submit plans and calculations and approve5 fabricator porches, balconies. and own sidea of landings. mrimum opening betveen railings shall be r.gist.re5 with tho Building DeFartment lass than 9.. Sec. 1716 or note that the stairway fabrication shall be done under special inspction p.r the approved fabrication plans. SCC. 306(.)4B and Sec. 306lf) 47. Provide 36' high protective railing for P 4a Shov ha guardrail connection details are adequate to suppart 20 pounds pr lineal Table 23-8"~,@ Spnevr/q foot at a ri ht angle to the fop rail. 1n buildings over 2 stories in height. provide Provide stairvay and landing details: ,. , a. Maximum rise 8" arid minimum run is 9 . Sec. 3305lbl 6 IC) vay. ~n exit balcony vith 2 separated 3/4 hour fire-rated ass.mblies for a11 op.nings in the exterior wall &low or within \.. d 10 feet horizontally of an exterior stair- -,' stairways is exempt. Sec. 3305 / /I . .. ". -- ~ ~., . - space under interior stairs shall be protected on the enclosed side as required for one-hour fire-reaiative construction. SIC. 3305(m) ld show 1 3/8* aolid core self-closing door Sec. 5031d) for awnings betrren garage and dwelling. f Garages are not wmitted to open into ninmum construction specifications shall a r- u8.d for aleepinq purposes. Sac. 1104 be made a part of the approved plana. Owninga between carport and residence (See attached) windova. Sac. 1211 r-ire aelf-cloaing doors and stationary / E. RWPING Y show garage fruing aection, air. of header over garag. owning, lateral croas bracing et plate line and mthod of bracing garage front. Chapter 23 #' pecify roof pitch. Roof pitch is not adequate for roof typ. specified. Specify minimum pitch of Nmi Minimum plywxd diaphragm ratio is Ip 1/1 to 1 or 2'8'. Table 24-1 Specify roof nuterial and applicat materiala not covered in UBC. dwelling and garage doe. not exceed to support accumulated water. Sac. 32071.1 sa htween dwellings and attached garages 73. specify I.C.B.O. approval number fo may swing in either direction provided differ.nce in floor elevation between 1 1/2 inches and provided the door is not used as the primary -ana of egresa from the buildinq. /(. Specify roof slope for drainage or /Show roof drains and overflows. Sac. 32071.1 f: Provide skylight . details to show compliancm wlth Sectmns 3401 end 5207 or provide ICBO approval numb+=. Provide plastic roof panel d-tails to rhov ICBO number. Show attic ventilation. Minimum vent area ~s 1/150 of attic area or 1/300 of attic- area if at leaat 50a of the requirod vent is at least 3 f.et above ceiling joists. S.C. 32051Cl J/cmpliancs with Section 5206 or provide 8. MSDNRY note construction to be per attached fireplace Provide fireplac. construction detaila or standard drawing. Sac. 3707 Show veneer support and Connections comply with Sec. 3002, 1.5.6. and Sac. 25161.1 regarding tiel and #9 wire in horizontal joints or note Construction to be perattached sheets 30-1 or 30-2. Show height and construction details of Note that cleanout openings shall be'provided over 1- in a ainglc pour. Cleanout ahall at the bottom of a11 cella to be grout filled be scaled before grouting, after InSPeCtiOD. Show floor and roof connectiona to msronry Sec. 2415 walls. Connection shall reaist 200 pounds per lineal foot or the actual design load, ' a11 masonry walls. Chapter 24 , whichever is greater. StC. 2310 If the difference in floor elevation exceda the primary mean. of ogres. from the building. 1 1/2 inches, or if the door ia used aa additional steps or landing must be provided and the door must not awing over tha depreascd in accordance with .tatsway requirements. - level. [see 13031i)2 and 3305 191. Provide 18' raiaed platforms for sny PAU, may generate a Clam or spark. water heater, or any other dwica which shall be installed behind rahed platform(sl prior to framing platform. 109. Note that continuous fire wall protection R. Iou1(DITIow RmUIRrn 9. Note on plans that*A soils engineer ahall evrluate any unanticipated unconpacted fill or expansive soil or other a011 problems lp. Suhit soils classification determination diaclased during construction*. Sec.306Ia112. by e licensed engineer or architect based on obaervation, testa, borings. or excavations. and containing comnts on the degree of expansiveness, comprassibility and bearing value. Sac. 2905 Note on the plan the Soils ClaSSifiC.tiOn. wh.th.r or not the soil is expansive. and r' - note the allowable bearing Value. SeC. 2905 The foundation plan does not comply wit the .oil report r.comm.ndation for this project 1 sm RmccH-.D 9( grout, masonry and reinforcing steel. Provide material specification1 for mortar. Sac. 2103 Show how masonry house Walls retaining earth are to be waterproofed. Provide detail. 4. Note that special inspection of the maonry ' will b. required for a. GARACE AND cmrnRm requires one-hour fire protection on the garage ride of walls and ceilinga comnon to the dwelling. Table 5-8 Sec.503(bl Provide notes on thm foundation plan listing - the soil. report recomndations slab and building pad pcwaration Note on the foundation plan that to the Contractor requesting a Building Departmant foundation inspection. the aoila engineer aha11 advise the Building Official in writing that: 1. the building pad was prepared in actor- 2. the utility trenches have bean properly 3. the foundation excavations, forming - dance with the soils report: backfilled and conpactad, and: and r.inforcemnt comply yith the aoils HreD0k-t and aDDr0V.d Plan. .All elements supporting floor above garage fl. .. to have One-hour fire-resistive protection on the garage side. Sac. 501. Beams and posts, not within the wall or ceiling con- or be mmimum 6- dimension beam and minlmum struction, must comply with UBC, Table 41-A. 8. by 8' post. Provide spread footings for concentrated loads designed for 1.000 PSP roil bearing or per bearing value as determined by an engineer or architect. Chapter 29 height of a11 foundation walls. Chapter 23 wall.. Chaptar 21 Show height of retained earth on all foundation Cut or fill slops and show rteepnea. and heights of cuts and fills. Chapter 29 Note On plans that wood shall be 6" above Note on plans that surface water will drain and key elevations. Scc. 29051fl Dimension foundation per- dirtsncc of foundation to edge of F. finish grade. Sec. 24171~) 7. Haway from building and show drainage pattern - DkWH t*J SOILS TABLE NO. SA-FO~OR STUD BEARINQ WALLS-MINIMUM REQUIREMENTS -~ __-. ~ Note Crosa bridging or blocking. ~1wr joists and refterm more than 12' in depth and spanning mor. than 8 feet shall be supported laterally by bridging at intervals not exceeding 8 feet. See. 2506(q) Show blocking at ends and at supports of floor joists, and for rafters at exterior lfl Shw aolid blocking st ridge line and walls. S.C. 2S06(9) at exterior walls on trussed rwfs. Sac. 25061g) Sha double joists. Floor joista ahall b. doubled under bearing partitions running Parallel with the joistr. Sec. 25181d) 5 where raftera and ceiling joists are not .paced not nore than 4 feet on csnter Parallel. Sec. 2S181h) # Shw rarter ties. narter tier shall be than 45 de roes to the horizontal. Show rafter purlin brace. to be not lass -5.C. 2518(% Shw 1/2" minimum clearance between top plate of interior partitionr and bottom will be aa designed.) chord of trusses. (TO ensure loading y" . Show double top plate with minimum 48. Show nailing will ba in cmpliance with ,. lap .piice. S*C. 2518(g14 Table 2s-P. Provide fir- stops batween stories, b.twHn and floor lwels in interior and extarlor walls. in mnsacd cwf or *yebrow so no concealed or furred space is greater than IO' horizontallv or verticallv. htween , top #tory and roof space, at ceilings Show foundation silla to be pressure treated, atair stringers-at top and boitoa and^ between studs along and in line with stair run adjoining stud walls and partitions, at primetar of sliding door pockcta, or inombustibles for the fire atop and batnen chimney and wood frame using metal at other pt~ess that could afford passage or equal. S.C. 25171el 3. Show foundation bolt aim and spacing. 4. Specify size, IC00 number and manufacturer :. Sec. 2907(c) of parer driven pins. Show edge and end of fl-. See. 2S171f) diatance and apacing. SCE. 106(f) Show aim, imbedrnent and location of hold A. Show stud size and apacing. mximun allw- abla stud heights1 2.x4.B !6' is 14': dwn anchors on foundation plan. Sec. 23171fl I"x4.L2.%6-@ l6"o.c. is 70 . See. 2518(912 SEE. 21121fl be tied in place prior to foundation inspection. #' for glued laminated wood members shall Show adequate footings under all shear Note on plan that hold darn anchors must Note an A.I.T.C. Certificate of Compliance be given to th. Building Inspctor prior to erection. See. 306rf) 1A. Specify nail size and apacinq for all connections. SQC. 25171cl 4 shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. ITablcS I.J.KI. WAllS. SeC. 2311(C) 4. Detail a11 poat to beam and post to footing 2 than 1:lO. Sac. 2907(c) 1 . Show stepped fwtings for slopes steeper 9. Shw minimum 18' clearance from gradc-to bottom of floor joists and minimum 12 . clearance to bottom Of girders. Sec. 2517 pier sirs, spacing and depth into undlrturbed roil. Table 29-A Sec. 2517 Show minimum under floor access of 18.x 24". Show I"x4- or 2.~6. stud. in first story Id Provide truss details and truss calculations. Of three story building. Sec. 2518(f) to 1 1/2 sq. ft. for each 25 lineal feet of exterior foundation with openings as cross ventilation an at leaat two approximate- clore to corners as practicable to provide ly Opposite rides. Sac. 2517 . Show minimum under floor ventilation equal I/. Provide roof framing plan. SOC. 302(.)7 $f9. Provide framing sections through Section 302(s) 7 Specify a11 header sizes for opninp~~s 4' wide. Sec. 2518191 7 I. PRAlllNG @' 2. to 4 thick to be NO. 2 Grade Douglas J=QV:FJS f3 P\~)P~L I+<~~VI ~7 $2 Show al! joists. rafters, beams, and posts Fxr-Larch or better. All posts and beams 5" and thicker shall be NO. 1 Grade Douqlas FIr-Larch or better. (Table 25-A-11 Show wall bracing. every exterior wood stud walJ and maln cross partitron shall at least 2. above the finlshed grade and be braced at each end and at least every 25 feet of length with 1x4 dlaqonal wood unless the Columns or post9 are foun- let-In brace or equivalent. Sec. 25181q15 calculations for &-Q<b?aAq -%ection lO2la) lwL i" cc.0 182. In areas sublect to water splash and in / exterior locations, wood columns and posts shall be supported by piers projecting shall bear on a metal base plate or treated -~ Y Show location of attic ~CECSI with minimun sip 22' x 30.. Sec. 3205 ~n excess of 3,000 sq.ft. See. 3205 Shov draft reparation for space between dropped ceilings and floor above in CXCSSS of 1.000 sq.ft. Sec. 2517 specify plywood grade and panel indenti- fxation index. Table 254 I . ShW draft separation for attic areas j. Ffurnace to b. minimum 30 inches by 30 Show accesa to the attic or under floor inches. Sac. 708 L 709 UHC #. Note that p.#sageway to the attic furnace shall be unobstructd and have continuous solid flooring not less than 24 inches wide. Sac ?OB UMZ lightinp fixture controlled by a switch @. Show p.-nent electrical outlet and for the attic furnace. sac. 708 UHC roof pitch is less than 3:12. design rrdgs as a beam. Sec. 2518 Ihl wood shear walls shall not be uaed to Show details to comply with Section -709 for furnace under the floor, Section 708 for attic furnace, or Section 710 for roof or outside furnace. piping passing through three floors or 1.8. shall b. .ffectiv.ly draft stopped at each flwr or ceiling. UBC Sec. 17061~16 P 212 Not. on plan. gas Vents and "on-combustible ,height. Sec. 25161bl board and gypsum wallboard shall not be construction. Table 17-1 forcer imposed by masonry or concrete A11 wiring shall comply with the National Electrical framlng shall be solid blocking. Sec.251B1g16 1. ELrnRICU (Nmtion.1 Electrical code) wall studs are leaa than 14". f" height shall be 3 inch by 1 inch or 2 1. Cripple vall studs exceeding I feat in inches by 6 inches when supporting 2 Stories. Sec. 25181916 load calculations including: Show plywood sheathing over exposed save.. or other weather exposed areas, ia exteri r grade. Scc. 25171g1.3 bA4iFIT 1% 5gwtfa Show a weep screed at the foundation plate stuccoed. Sec. 17061.) line on all exterior stud walls to be Provide an approved wstcrproaf building paper under wood riding. SCC. 17011al Specify an approved flashing for exterior openings and parapet walls. Sec. 3208 yd Show corridor width to be minimum 36.. )&f, Specify truss layout for 30" x 30" attic Sac. 33041b) " ,, hips. and valleys shall be at least one sire larger than supported rafters. Sec. 2518th) 3 and rafters. Provide metal straps across ridge beam other than laundry Outlets. Art. 210-251bl J. KECWNICAL A11 heating, ventilating, and cooling systems and appliances shall comply vlth the Uniform Note .VIER" ground to ba provided 1NECI. Art. 250-81 - L. PLUmIffi (uniform Plumbinq Codel A11 plumbing shall comply with th. Uniform Plumbing Code. Show SOYrCC Of combustion air for furnAC0 will comply with Chaper 6, U.M.C. Jk Show water heater sire, type and very dwallinq unit shall be provided with heating facilities Capable of maintain- ing a room temperature of 70' F. at 3 feet above the floor in all habitable rooms. Shov basis for compliance. UBC ShDw minimum 30" deep unobstructed vorking Note on planr.clearances to be per manufac- turers listing. Sec. 704 Unc stairway. Sec. 704 UMC Furnace shall'not be installed under any bedroom. oathroom, closet, or xn conflned space wlth access only through such room. sprinkler systems shall have approved enclosed furnace or electric heatlng appllance. anless spec~f~ed as dzrect vent app:mnce, backflow prevencron devxces. See. 1003 Sec. 701 UMC location on plan.. y. Show method of providing combustion air to fuel burning water heater. Sec. 1307 Fuel Conbustion water heater shall not be installad in bath or kdrwm or in a closet heater from vehicle damage. Sec. 1310 Provlde adequate barrier to protect water and P valve on water heater and SOC. 1211 opening into bath or bedr-m. sec. 1309 %?0071eI ow route of discharge line to exterior w.. Furnace shall not be installed ~n any Provide dryer vent to outside.- Note on the plan that hose bibbs and lawn set. 1903 -.") ou YL*U /, c=, Shower stall shall accomodate a 10.circle UPC 909161 fM: Show I&O approval for prefab fireplace y' and have a minimum floor area of 900 sq.in. and provrde approved Installation lnstruCt10ns at ,Ob site. WISE INSOl.ATION (DUPLEXES) shov details of duplex comon (party) valls and floor/ceiling asacmblier to achieve a sound Transmission clasa ISTCI rating in walls of 50 dacibles and an Impact ceiling of 50 deciblas. Title 2S Insulation class (IIC) rating on floor/ Shov how panetration Of assemblies for piping, electrical devices, receaaed cabinets. bathtubs, soffits. or heating ventilating. or exbust duct3 shall b8 sealed, lined. or insulated to maintain required aound transmission rating. Titre 25 to achieve STC of 50 between garage and living area if garage use is not controlled by resident Title 25. 7 . /. Provide insulation in wall. and ceiling ' W. ENERGY CONSERVATION - r' ~11 additions to existing rasidential buildings must comply vith Title 14 energy regulations. Additions exc*eding 309 of the existing building requires the existing and addition to haw R-19 ceiling insulation if the existing ceiling area is acccsribl. for insulation installation ,lT2O-l4Ol~Cl. . ~11 additions to existino rasidential building, must comply vith Title 14 energy regulations. Additions exc*eding existing and addition to haw R-19 ceiling 309 of the existing building requires the insulation if the existing ceiling area is acccsribl. for insulation installation .1T20-1401~CI. . specify the insulation i vaxueifor walls. roof and ceiling. IR-11 for walls: R-19 tor ceilinos. or Drovide details and analvais f& aiiiiniti design. T2O-1403 Table A C-2B. specify the gross floor area or heated partLon1 of the dwelling. and the area of glared openings on the plan. (T20-14301 analysia juatifyinq increaaing glared area beyond 16\ of th. gross floor area. Show method to reduce heat loss to that vhich vould occur vith basic glazing. (T20-1402,def.) bnmt capacity of the qar centralfurnace loss by mora than 30%. (Exceptions: California Efficiency Adjustment.) T24-1404 Note on plan that all tranverae ducts, plenums, and fitting joints of WAC system shall be scaled vith pressure sensitive , tap or mastic to prevent air baa. T20-1404 Provile energy analysis to show that the does not exceed the building design heat , 48.000 BTU Rr. Output furnace. See ala0 Note on plan that insulation of duma shall /conform to urn: Section 1005. lT2O-1404) -276 Note on plan that a11 doors and window to the exterior or to unconditioned areas shall be fully Yeather striped per ANSI Note on plan that back draft damperr are required on all fan systema exhausting air frm the building. T20-1403 Electrical resistance space heating shall a. 601 of heatinq/coolinq is supplied not be used unless: by a nondeplctsbls source. b. supplements a heat pump system. E. less than 10% of total heating ayatem. d. life cycle cost analysis justifies. f P tandard. lT20-1103). ud 28 . Note on plan that a11 heating and cooling T20-1401 equipment efficiencies shall conform to Title 20-Chapter 2. Subchapter 4, Article 4. (751 for forced air furnaccsl. 'leatlaq plant may be installed without an Intermittent Iqnltion Dence. T20-1405 unless verfied as cost effective P 2 . Note on plan that no natural qa9, central resistance water heatlng is not by a life cycle cost analysis. T2O-1406 Outdwr pools with foesil fuel heaters require pool covers as well as other energy T20-1406 saving devices such as time clocka. etc. nw.xumms Shw a minimum 2' air swce and flashing sec. 2317l.l batwren p1ant.r and building vallr. fl.' Spcify .uteriel to b. used under the ~ shower tile. Sac. 1707(aI Sp.sify lath and plaster to cmply with Chapter 47, UBC. fl. Two 3/4- comr pips must ba installed from water heater location to convenient location of future solar panels (City Ord.1 Net- that solar watw piping is to ba insulated in areas that are not h.at.d or coo1.d. Sa. attachment for roofing requirements. (City 0rd.l Nek f&h \976 IrIJCSWubD BE \4'19\)BC. GOW IUb~ktfim ShL\LcCI-Ts \a Z'W, The plana wre reviewed 5.s.d on the intomtion sham oicw the plans. It the plans are in error, or changed during ad") DeparUImt for rev1.r and prior approval before proceeding conmtruction, the prmittn shall contact the Building with the wrkr 0 Buildinq plans are sub.tantially correct and canplete. M E .- 2 b -c _. Lob LOIS 1. 2. 3. . 4. 5. 0 Bldg. Dept. VALUATION AND PLAN CHW PEE 0 Esgil PLAN CHECK NO. Bz-SoG E'JILDXNG ADDRESS 2m5k7i7 h7/s/74 6o/c=/f- CIPTLICANT/CONTACT BHN Maxmd PHONE NO. ?+2 /7s7 ELlXTAIh'C OCCUPANCY p-3 &#&) DESIGNER PHONE TYPZ OF CONSTRUCTION / CONTRACTOR PHONE FJJXL3INC PORTION VALUE VALUATION BUILDING AREA MULTIPLIER . c/v/mL+ Ib4-.3I 7 47 - d0 3.9 96 - t I I I I I I - Res. Baths (over 3) @ 1,760 Res.Fireplaces( over) 2 @ 2,200 Air Conditionin,? Coxnercial @ 2.00 BENTON ENGINEERING. INC. &PPLIED 8011. LIECHAN~CS -- FOUNDATIONS 5AN DIEGO. CALIFORNIA 92123 5340 AUFFlN ROAD November 19, 1982 . Mr. Evan Harrison 301 La Mesa Avenue Encinitas, California 92024 Subject: Project No. 82-1 1-16M Moisture Contenk in Subgrade Soils Lot 282 of La Costa Meadows Unit No. 2 Corlsbd, California Dear Mr. Harrison: This is to report the results of tests to determine the moisture contents of the soils in the upper three feet below finished grade in the proposed building area at the subject site in Corlsbad, California. The soil samples were obtained on November 18, 1982 and the results of the moisture determinations are presented as follows: Approximate Location of Samples Depth Below Existing Evbisture Grade Can tent in Feet % dry wt Southwesterly portion of proposed building area 1 .o 2.0 3.0 Northeasterly portion of proposed building area 1 .o 2.0 3.0 18.9 23.3 25.6 25.3 26.5 29.7 It is concluded from the field observations of the various roil types and the final results of the moisture determinutions that the soils in the upper 3.0 feet below finished garde ot the locations sampled have been sufficiently moistened to minimize the potential expansion of the soils, CIS recommended in our report under Project No. 71-2-240 dated September 1 , 1971. It is recommended that positive drainage, 6 inches of vertical fall in 6 feet horizontally, should be provided around the perimeter of the house in landscaped areas. Drainage system should also Mr. Evan Harrison ' Project No. 82-11-16M -2 - November 19, 1982 be provided b collect all runoff from roofs and conduct the water in watertight pipes either into the strdek or storm drains. All surface drainage should be prevented from ponding odiacent to or running over the tops of slopes. Inlet boxes and watertight p,ipes should be installed when necessary to comply with the above requirements. Respectfully submitted, BENTON ENGINEERING, INC. By 46 & R.C. Remer Reviewed by Distribution: (3) Addressee RCR/PHB/jer BENTON ENGINEERINQ. INC. LEUCAOIA COUNTY WATER D[STRICT < APPLICATION FOR SEWER SERVICE Owner's Name Fvan Hdrrison Phone No. 947-17g Mai1i:lg Address 301 la ~UWP - Fnrinitai Service Address: Extra Footage: __ @ 8" Tract Description: JLt 282 La Costa Meadows &2 __ Assessor's Parcel No. - - Type of Building duplex No. Units 7 Connection Fee $&J!lQJE \.atera1 Size: 4" __ 6" - 8" - Saddle - Easement Connection - Extra Depth: @$ 1 Lateral Fee Prorated Sewer Total Service Fee ____ $3.000.00 Amount Rec'd $2~0 Ck. No/Cash 50761h Date 4L;LoL8il .. I Rec Id By "- J The application must be signeo 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 made by the applicant at his expense. The connection must be made in conformity 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 APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT THE TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED 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 collected 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. TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLEC- An "owrrd-builder" building permit has been applied for in your n?nw and bearing your Please complete and return this information in the envelope provided at your earliest signature. opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the mjor labr anci materials for construction of .. the proposed property inprovement (yes or no) : 2. I (have/have not) ,q,qvE signed the application for a building permit. 3. I have contracted with the following person (finn) to provide the proposed construction. Name Phone Address Contractors License No. City 4. I plan to provide portions of the mrk, but I have hired the following person to coordinate, supervise and provide the major work. Name Phone Address Contractors License No. City 5. I will provide some of the work but I have contracted (hired) the following persons . to provide the work indicated: Name Add?ess Phone lLpe of Work 66. Signed: Property mer Date: /L-z=" 82 -+ rGutter Grade %(.sL12:1 Slope Max -5 SECTION A-A 1/2" Lip on Depressed Curb Section will be sloped at 45O SECTION A-A 1/2" Lip on Depressed Curb Section will be sloped at 45O See Detail C DETAIL C DETAIL-A DETAIL-B NOTES 1. Ramp shall be centered on or directly opposite the bisector of the 2. In the ramp area, the slope shall not exceed 121 (8.33%). Any 3. Texture to be heavy broom finish transverse to axis of ramp. 4. Concrete shall be 517-C-2500. curb return or as directed by the Agency. deviation must be approved by the Agency. LEGEND ON PLANS -" I DRAWNG NUMBER 6-8 I SIDEWALK RAMP t II I I1 I CITY OF CARLSBAD Inter-Office Correspondence FROM: &&- 1 DATE: SUBJECT- ht% W6 I I I S-//- w Attachments: Reply Requested: Signature: .. 7 Signatu LA“ .- . .. . ~ ~. \