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HomeMy WebLinkAbout2816 CAZADERO DR; ; 82-188; PermitDECLARATIONS LENDER WORKER'S COMPENSATION OWNER/BUILDER CONTRACTOR Pink ^AqplicantGreen — (1) Finance (2) Data Process Temporary FileWhite — Inspector 7 CO 2r- O CD o S 3D O Gs Btr O H 33 \CX) /.. a S<?:gzo O Tl00 n -D O V)•n "a (n O x Oc F 00 o133 00 m ^O r -^CO ti. 0 a fc %*tv II APPLICANT COPY I1 PLAN CHECKER COPY Q €itp of Cartebab JL^ISDICTION PROJECT ADDRESS TO PLAN CORRFCTION SHEET SINGLE FAMILY AND DUPLEX DWFLLINGS Plan Check No. fate plans received by late plans received by plan checker Hate initial plan check comploted/f/Qf\j_ by f-rr<iuoP1 PIEASF HFAD yf -.\#V ^ I 1 11 chock is limited to technical requi ri_m<nts r^-tamod in the Uniform Building Code, Uniform I'lu-bing Code, Uniforn Mechanical Code, National fleft iical Code and state laws rcgulating energy conservation, noise attenuation and access for t*"^ handicapped. The plan check iq based on r<-9jlations enforced by the Building Inspection '"^art-rent Vou may have other corrections tifl^rd on laws and ordinances enforced by the r 1 i-r . rg Department, rngin--1' ring Department - - ;v . " dep^rtrro-* s * •> it- -is circl • ti \ i In n. ' vl < 1 ,n i f M nt ion, rri- 3 ficat ion or ch m >• All < i TL led 11 < m h.ivo t~ no ^atisfiLd Li_forr 1'H plans will be in cciforrance with the citod codes and regulations F^r Sec 303 (c), 1979 Uniform Building Code, t*ic approval of the plans does not permit the "iolation of any state, county or city law Submit fqlly dimensioned plot plan drawn to scale showing location size, and use of all existing and proposed structures on the lot Identify property lines and show lot dimensions and all easements. Show location of all cut or fill slopes and approximate finish floor elevations for all structures and show elevations at all corners. Sec 302(b)7. Indicate distance from center-line of street or alley to property line and distance from curb to property line Sec 302(b)7 Plans, specifications and calculations shall be signed by a California State licensed engineer or architect (California Business and Professions Code) M lit PROTrCTION Walls closer than 3 feet to property lines shall be one-hour fire-rated construction, 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 Sec. 1709U) Projections, including eaves, may not extend more than 12 inches into the 3 Coot setback from the property lino Sec 1710 and Sec 504(b) Projections, including caves,shall be one- Uour fire-resistive construction, heavy timber or of non-rombustible material if th<y project into the 3' setback area from thi property line See 1710 >how 1 01 11 i on ot | Ji i iii in- it t I , w i i 11 ' niok< I, t < tor sec 1 MO jf' O.K f f i or ^/J_Sf LH.HI, VINrilM'lONS AND C.JA7.1NG room niu-jt font a in <i mini mum of ISO square of ,iipr ( t ici nl i 1 oo r art a ^oc 1 207 (b) 'i m ki t < 'IP ns, shal 1 in f. rl ol f1 nor \ mJow !•, i r t I 1 oor ar> a ir.ri a per Sec 1207U) it l,i ,t 1 /If) of the f 10 square feet to be Please nake al 1 y^orrt ct ions on the original tracings and sJt-mit two new sots of prints, =ira any origiml plan in.ts that may hav returned to you by tjin jurisdiction, 2« Oprnable window arc,) must be 1/20 of the floor areu and a .ninnmiri of ^ squire feet. In bathrooms, laiinJi, r<ioms and similar i ooins- Mi ninum 11 I "i sq.f t (Sec 1 205(a) One-half of all required window area trust bo openable in S^ * To facilitate r< c In ck i rut , please idintify, -L\r to each circlni item, the sheet of t'v. olais ut;on which i ich correction on tviT shtit.:: y is I1 en rad' and rutjrn tViii c'-.^-i sheet vtith the n-vi^cd plans Indicate on pi TIS rho name of t ho l<qal cv.-i>r anJ nine of p< r ,on responsiLl* for thi. preparation o£ the plans Sf-c Piovide mechanical vintiJ.it ion capable of f>i oviding f i vo air f h.intjc"? per hour in I) it In corns, water rlo.ft compartments, laundry r or JIT' and "similar roi >inr if r ( q'i i r< d w i ndows aic not provided ' f c l^rt'jfn) Ho hnbit.ibli- sh.ill be !< . ^ r 1207(c) 10051-1, ot li. , thin 7 ' II than in any kitchen, d inw n^ion '.how thit coi lint] lu'i i \ nrns is a m mmum lit ht for habitablr T'G" Sir 12G7(fll Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7'0" Sec. 1207(a) Provide 30" clear width for water closet compartments and 24" clearance in front of water closet. Sec. 1711(b) No cooking room shall be used for sleeping purposes, unless complying as an efficiency living unit Sec 1208 Specify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces Sec 5406 F37J: Glazing in shower and. (including windows) sh _ laminated or approved plastic^ C^UL OUT Sec. 1711 Sleeping rooms shall have a window or exterior door for emergency exit Sill height shall not exceed 44" above the floor. The window must have an openable area of at least 5 7 square feet with the minimum openable width 20" and the minimum openable height 24" Sec 1204 Eaves and cornices may not project into a required yard more than 2 inches for each foot of yard width if required windows open into the yard Sec 1206(d) ; \ mezzanine is an intermediate floor and nay not have a floor area exceeding 33 1/3 percent of the total floor area in the room below, and the mezzanine floor must have a clear height of 7 feet, above and below,and must have 65% of the long side open to the room below. . The loft you show does not comply as a mezzanine floor and is, by Building Code definition, a story ^ •r n Handrails shall satisfy the following a Provide handrail for stairways over 30" high when serving a single dwelling. Title 24, Sec. T25-22(b) b. Handrail shall be 30" to 34" above the nosing of treads Sec 3305(j) Handrail projecting from a wall shall have a space not less than 1 1/2" between the wall and the handrailThe hand grip portion of handrail shall be not less than 1 1/4" nor more than 2" in cross-sectional dimension. Sec. 3305(j) (see attached) D. EXITJL, STAIRHAYSjAND RAILINGS Floors above the second story shall have not less than 2 exits Sec 3302(a) Required exit doorways shall be not less than 36" in width and not less than 6'-8" 11 height, and shall be capable of opening at least 90 degrees. Sec 3303(e) Provide 36" high protective railing for porches, balconies, and open sides of landings Maximum opening between railings shall be less than 9" Sec 1716 Show how guardrail connection details are adequate to support 20 pounds per lineal foot at a right angle to the top rail Table 23-a Provide stairway and landing details Sec J305(b) S ic) a. Maximum rise 8" and minimum run is 9" b. Minimum head room is 6'-6". c Minimum width is 30". Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width Sec 3305tg> A door may open over a stairway landing provided the door, in any position, does not reduce the clear area of the landing, in the direction of stairway travel, to less than one-half the required width of A he stairway. Sec. 3305(g) door may open inward at the top step of stairway provided the top step is not more than 7 1/2" lower than the floor level. Sec. 3303(1)2 Provide details of winding stairway a Minimum tread* is 6 inches at any point and minimum 9 inches at a point 12 inches from the side of the stairway b Maximum rise is 9 inches. c Minimum width is 30 inches. Sec. 3305(d) I see attached) Provide spiral stairway details Minimum run is 7 1/2 inches at a point from where the tread is the narrowest b. Maximum rise is 9 1/2 inches Minimum headroom is 6 Sec 3305(f> (see attached) feet 6 inches SS/spnal stairways may not be used for required f exits when the area served is greater than 400 sq. ft Sec 3305(f) Spiral stairways must have a clear walking space of 26 inches between the column and handrail Sec 3305(f) provide I C B 0 Reasearch Report and Number for metal stairway, or submit plans and calculations and approved fabricator registered with the Building Department or note that the stairway fabrication shall be done under special inspection per the approved fabrication plans Sec 306(a)4B and Sec. 306(f) In buildings over 2 stones in height, provide 3/4 hour fire-rated assemblies for all openings in the exterior wall below or within 10 feet horizontally o£ an exterior stair- way An exit balcony with 2 separated stairways is exempt Sec 3305/•' Exterior stairways shal 1 not project into the 3 foot setback from the property lines Sec 3305(n) walls and soffits of the enclosed useable -sace under interior stairs shall be protected J" the enclosed side as required for one-hour fire-resistive construction Sec 3305(m) 62. Minimum construction specifications shall be made a part of the approved plans (See attached) E. ROOFING l*f specify roof pitch. >f\ Roof pitch is not adequate for roof \£2J specify roof material and ^£2i^£^£t°JL.-mi£!\t.^re-ss Specify I.C B 0. approval number for r^pf materials not covered in UBC. Specify roof slope for drainage or design to support accumulated water. Sec. 3207(a) Show roof drains and overflows Sec. 3207(a) provide skylight details to show compliance with Sections 3401 and 5207 or provide ICBO approval number.X X provide plastic roof panel details to show compliance with Section 5206 or provide ICBO number. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attice area if at least 50ft of the required vent is at least 3 feet above ceiling joists. Sec. 3205!c) H. JjASONRY provide fireplace construction details or note construction to be per attached fireplace standard drawing Sec 3707 Show veneer support and connections comply with Sec. 3002, 4,5,6, and Sec 2516(a) regarding ties and *9 wire in horizontal joints or note construction to be per attached sheets 30-1 or 30-2. Show height and construction details of all masonry walla. Chapter 24 Note that cleanout openings shall be provided at the bottom of all cells to be grout filled over 4' in a single pour Cleanout shall be sealed before grouting, after inspection Sec. 2415 Show floor and roof connections to masonry walls. Connection shdll resist 200 pounds per lineal foot or the actual design load, whichever is greater Sec. 2310 provide material specifications for mortar, grout, masonry and reinforcing steel Sec 2403 IMf' Show 1 3/8" solid core self-closing door for openings between garage and dwelling. °^c 503(d) .rages are not permitted, to open into a room used for sleeping purposes. Sec. 1104 Openings between carport and residence require self-closing doors and stationary windows Sec 1214 Show garage framing section, size of header over garage opening, lateral cross bracing at plate line and method of bracing garage front. Chapter 23 NOTE Minimum plywood diaphragm ratio is 1/2 to 1 or 2'8". Table 24-1 Ooors between dwellings and attached garages may swing in either direction provided the difference m floor elevation between the dwelling and garage does not exceed 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, additional steps or landing must be provided in accordance with stairway requirements, and the door must not swing over the depressed level (see 3303(i}2 and 3305 (g) Provide 18" raised platforms for any FAU, water heater, or any other device which may generate a flame or spark. 109 Note that continuous fire wall protection shall be installed behind raised platform(s) prior to framing platform. H. L> SHOW how are how masonry house walls retaining to be waterproofed Provide detai FOUNDATION REQUIREMENTS Note on plans thafA soils engineer shall evaluate any unanticipated uncompacted fill or expansive soil or other soil problems disclosed during construction" Sec 306(a)l2. Submit soils classification determination by a licensed engineer or architect based on observation, tests, borings, or excavations, and containing comments on the degree of expansiveness, compressibility and bearing value. Sec. 2905 Note on the plan the soils classification, whether or not the soil is expansive, and note the allowable bearing value Sec 2905 The foundation plan does not comply with the soil report recommendation Eor thispro lect — i^oi PVTvrr-;' \p^tfTl mf-r- -* CO t" " earth a e . 94/ Note that special inspection of the masonry S will be required for G. GARAGE AND CARPORTS IfXJ'Garage requires one-hour fire protection on the garage side of walla and ceilings common to the dwelling. Table 5-B Sec.503(b) <01.All elements supporting floor above garage to have one-hour fire-resistive protection on the garage side Sec 503 Beams and posts, not withn the wall or ceiling con- straction, must comply with UBC, Table 43-A, or be minimum 6" dimension beam and minimum 8" by 3 " post Provide notes on the foundation plan listing the soils report recommendations for foundations slab and building pad preparation•/"£ Note on the foundation plan that "Prior to the Contractor requesting a Building Department foundation inspection, the soils engineer shall advise the Building Official in writing that- 1. the building pad was prepared in accor- dance with the soils report. 2 the utility trenches have been properly backfilled and compacted, and. 3 the foundation excavations, forming and reinforcement comply with the soils report and approved plan " Provide spread footings for concentrated loads designed for 1,000 PSF SOL! bearing or per bearing value as determined by an engineer or architect Chapter 29 Show height of all foundation walls. Chapter 23 3^ow height of retained earth on all foundation ja . Is Chapter 23 Show distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29 Note on plans that wood shall be 6" above finish grade Sec. 2417(c) 7. Note on plans that surface water willaway from building and show drainage pattern >» and *ey elevations Sec 2905(f) Sfb <=*o\\&j^ 1 Dimension foundation per Table 29A. (•' ?° ^1, **, (»2«wl JX NGTABLE NO 29-A— FOUNDATIONS FOR STU WALLS— MINIMUM REQUIREMENTS RIN NUMBEROF STORIES 1 2 3 THICKNESS OF FOUNDATION WALL(Inches) CONCRETE 6 8 10 UNIT MASONRY 6 8 10 WIDTH OF FOOTING (Inches) 12 15 18 THICKNESS OF FOOTING(Inches) 6 7 8 DEPTH OF FOUNDATION BELOW NATURAL SURFACE OF GROUND GRADE (Inches) 12 18 24 l&f Note cross bridging or blocking Floor joists and rafters more than 12" in depth and spanning more than 9 feet shall be supported laterally by bridging at intervals not exceeding 8 feet Sec 2506(gl Show blocking at ends and at supports of floor joists, and for rafters at exterior ,walls Sec 2506(g) Show solid blocking at ridge line and at exterior walls on trussed roofs ,Sec. 2506(g) Show double joists Floor joists shall be doubled under bearing partitions running parallel with the joists. Sec. 2518(d) 5 Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center where rafters and ceiling joists aJJB"~npJ, parallel. Sec. 2518fh) O*._~ " Show rafter purlin brat than 45 degrees to the Sec. 2518(h) Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed.) horizon JjH"^ Show double top plate with minimum 48" ' lap splice Sec. 2518(g)4 170 Show nailing will be in compliance with Table 25-P. I. NOTES Where unusual condition.* or frost conditions are found, footings and foundations shall be as required in Section 2907 (a) The ground under the floor may be excavated to the (iention of fhctop of the foot me Show foundation sills to be pressure treated, or equal. Sec. 2517(c) 3. Show foundation bolt size and spacing. ec. 2907(e) Specify size, IC30 number and manufacturer of power driven pins Show edge and end distance and spacing. Sec 306(f) Show size, imbedment and location of hold down anchors on foundation plan. Sec 2312(f) Note on plan that: hold down anchors must be tied in place prior to foundation inspection Sec 2312(f) Show adequate footings under all shear walls Sec 2311(e) Show stepped footings for slopes steeper than 1:10 Sec 2907(c) Show minimum 13" clearance from grade to bottom of floor joists and minimum 12" cleararce to bottom of girders. Sec. 2517 Show pier size, spacing and depth into undisturbed soil Table 29-A Show minimum under floor access of I8"x 24" Sec 2517' Show minimum under floor ventilation equal to 1 1/2 sq. ft for each 25 lineal feet of exterior foundation with openings as close to corners as practicable to provide cross ventilation on at least two approximate- ly opposite sides Sec 2517 FRAMING /<1. Provide fire stops between stories, between top story and roof space, at ceilings and floor levels in interior and exterior walls, in mansard roof or eyebrow so no concealed or furred space is greater than 10' horizontally or vertically, between stair stringers at top and bottom and between studs along and in line with stair run adjoining stud walls and partitions, at perimeter of sliding door pockets, oetween chimney and wood frame using metal or incombustibles for the fire stop and at other places that could afford passage of flame Sec. 25l7(f) Show stud size and spacing Maximum allow- able stud heights 2"x4"@ 16" is 14', 3"x4"S2"-<6"fl I6"o.c. is 20'. Sec. 25l8(g)2 !jote an A.I.T.C Certificate of Compliance •or glued laminated wood members shall be given to the Building Inspector prior to erection Sec 306[f) Detail all post to beam and post to footing connections Sec 2517(c) -) Specify nail Size and spacing for all shear walls, floor and roof diaphragms Indicate required blocking Maintain maximum diaphragm dimension ratios (Tables I,J,K) <" S 5 Show 3"x4" or 2"x6" gtuda in first story of three story building. Sec. 2518(f) MI j-Provide truss details and truss calculations L?g. Provide roof framing plan. Sec 302(a)7 Provide framing sections through ___ UK) ' Show all joists, rafters, beams, and posts 2" to 4" thick to be No 2 Grade Douglas Fir-Larch or better All posts and beams 5" and thicker shall be No 1 Grade Douglas Jir-Larch or better (Table 25-A-U Show wall bracing Every exterior wood stud wall and main cross partition shall be braced at each end and at least every 25 feet of length with 1x4 diagonal let-in brace or equivalent. Sec 2518(g)5 Section 302(a) 7 Specify all header sizes for opening over 4' wide. Sec. 2518(g) 7 Provide calculations for .Section 302(a) 7 In areas subject to water splash and in exterior locations, wood columns and posts shall be supported by piers projecting at least 2" above the finished grade and shall bear on a metal base plate or treated wood unless the columns or costs are foun- dation grade, redwood or cedar. Sec 25l7(c)4 193 Show location of attic access with minimun size 22" x 30" Sec 3205 Show draft separation for attic areas -, excess of 3,000 sq ft Sec 3205 Show draft separation for space between dropped ceilings and floor above in excess of I'.OOO sq ft Sec 2517 Specify plywood grade and panel indenti- fication index Table 25-J When roof pitch is less than 3 12, design ridge as a oeam Sec 2518 (h) Hood shear walls shall not be used to resist horizontal forces contributed by masonry in buildings over one story in .height. Sec 2516(b) Gypsum lath and plaster, gypsum sheathing board snd gypsum wallboard shall not be used in vertical diaphragms to resist forces imposed by masonry or concrete construction. Table 47-1 If cripple wall studs are less than 1 framing shall be solid blocking. Sec 2518(g)6 Cripple wall studs exceeding 4 feet i height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories .Sec. 2513(g)6 Show plywood sheathing over exposed eaves, or other weather exposed areas, is exterior grade. Sec. 2517(g) 3 ^y, ^ a weep screed at the foundation plate line on all exterior stud walla to be stuccoed. Sec. 4706(e) Provide an approved waterproof building paper under wood siding. Sec. I701(a) Specify an approved flashing for exterior openings and parapet walls Sec. 3208 Show corridor width to be minimum 36". c. Show access to the attic or under floor furnace to be minimum 30 inches by 30 inches. Sec. 708 & 709 UMC Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Sec 708 UMC Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace Sec 708 UMC Show details to comply with Section ^09 for furnace under the floor. Section 708 for attic furnace, or Section 710 for roof or outside furnace. Note on plan, gas vents and non-combustible piping passing through three floors or less shall be effectively draft stopped at each floor or ceiling UBC Sec. 1706(a)6 K. ELECTRICAL [National Electrical Code) All wiring shall comply with the National Electrical Note on the plan the amperage of electrical service. r_f the electrical installation is more than 200 amperes, show panel location and provide a single line diagram and load calculations including- a Wiring method employed b. Sizes of all conductors, switches, circuit breakers, fuses, and conduits, c Approximate length of service feeders d Provide plot plan showing services, all panel locations, circuit arrangement and load distribution on panel busses, e Provide typical panel schedule*s) Dwellings reqjire minimum 100 amp service Show location of all electrical receptacles Electrical receptacle locations and/or^ spacing is not adequate in <£ MT& O f~" Specify truss layout for 30" x 30" attic ccess Ridges, hips, and valleys shall be at least one size larger than supported rafters. Sec. 2518(h) 3 Provide metal straps and rafters, 0!i All heating, ventilating",~""and cooling systems and appliances shall comply j-*ttJi--the~Uniform Mechanical Code. j^ ^O^TO/^ 0t_ S Show the (3ize,jiocatio*n~ana^~type^of "STl heating anS—fooling appliances or systems. Show source of combustion air for furnace will comply with Chaper 6, U.M.C Every dwelling 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 Show basis for compliance UBC Sec. 1211 Show minimum 30" deep unobstructed working space in front of furnace Note on plans,clearances to be per manufac- turers listing. Sec. 704 UMC Furnace shall not be installed under any -stairway Sec. 704 UMC Furnace shall not be installed in any bedroom, bathroom, closet, or in confined space with access only through such room, unless specified as direct vent appllance, enclosed furnace or electric heating appliance Sec 704 UMC Show ICBO approval for prefab fireplace and provide approved installation instructions at joo site. 2JT4 204. iyf At least one receptacle shall be installed outdoors, in basements and attached garages, other than laundry outlets Art 210-25{b) Show minimum dwelling lighting (NEC Art 210-26(a) and GFI'S in garage, baths and outdoors NEC Art. 210-8(a) Note "UFER" ground to be provided (NEC) Art 250-31 L^ PLUMBIHG (Uniform Plumbing Code) All plumbing shall comply with the Unifrom Plumbing Code. 236 Show water heater size, type and location on plans Show method of providing combustion air to fuel burning water heater Sec 1307 Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom Sec. 1309 Provide adequate barrier to protect water heater from vehicle damage Sec. 1310 Show T and P valve on water heater and show route of discharge line to exterior _Sec I007(e) Provide dryer vent to outside tMC Sec. 1903 Note on the plan that hose bibbs and lawn Sprinkler systems shall have approved backflow prevention devices SeC 1003 Shower stall shall accomodate a 30"circle and have a -ninimum floor area of 900 sq _n UPC 909(d) '39 2*fl N. NOISE INSULATION (DUPLEXES) Shr- retails of duplex common (party) walls ar. ,i .-or/cei 1 ing itsbt mb) ics to acini w a Sound Transmission Od£>b (b I'C) rating in walls of 50 deciblos and an Impact Jnsulation'Class IITC) rating on floor/ eiling of decibles Title 25 Show how penctratioi of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust dacts shall be sealed, lined, or insulated to maintain required sound rransmission rating. Title 25 rovidc insulation in walls and ceiling i-o achieve STC of 50 between garage and living area if garage use is not controlled by resident Title 25. EjJERGY CONSERVATION All additions to existing residential buildings must comply with Title 24 energy regulations Additions exceeding 30* of the existing building requires the existing and addition to have R-19 ceiling insulation if the existing ceiling area is accessible for insulation installation .(T20-1401(c) . Specify the insulation H \alves for walls, • roof and ceiling (R-ll for walls H-I9 for ceilings, or provide details and analysis .for alternate design T20-1403 Table A t. 2B Specify the gross floor area or heated portions of the dwelling, and the> area of glazed openings on the nlan (T20-14301 Provide an analysib justifying increasing the single glared area beyond 16% of the gross floor area Show method to reduce heat loss to that which would occur with basic glazing. (T20-1402,dcf ) Provide energy anilysis to show that the >onnet capaci*i of the g^s central/urnat< oes not exceed the building design heat ss by more thtin 30% (Exceptions ^8,000 BTU J!r output furnace See also forn^a Efficiency Ad ju^trnLnt ) T24-1404 Note on plan that all tranverso ducts, plenums, and fitting -joint, of HVAC s\<t<m ?.fc:ill he St-ali.n uiri pr- ssun. len.itn., t ape or •* ast ic to [ r> vrnt air 1 <_> 3s 1 /"O-1 401 \ote 01 plai tmt »r-ml if ion j( duct-, •- h.i M conform tc I'^K. r'Ciion lOOS (1 f)-l<U>4) Ncte on plan thit Til doors and to the exterior 01 to jnt.on.ii t K^nt-d areas shall be fully w.athor striped per ANsI Standard. (T20-1403) Note on plan that bacn draft dampers are required on all fan iysttms exhausting air from the building T20-1401 Llectncal resistantL '.pare heating ^haJl rot be Ubed unKss a 60* of heat ing/cooling is supplled by a nondeplet.ible sourct. b supplements a h(nt pump system c less than 10* of t otal In ating syslt m d life cv'lf (o,t .inaly.]', ju,lilies T20-140-4 t.ote on plan that ill heating and cooling efjipmert efficiertio^ snail conform to Title 20-Chapter 2, Si.ochaptcr 4, Article 4 75% for forced air furnaces) its or [ilan fnt no mtuinl gas, corttral o^tira plant r \, !"• in t_.iM<<i without " lnti->-"ii tt i t l Inii i ' n 'i I" vi i i I 2f] 1 4iVi 1 t_ct r i r> s i st i I • rnut t • i iml i -. ty a lite t->i.^ • ( w it i i IK1 i r | i , I i' .,,1 ,nily .- Outdoor pools wilh fix ,il furl hi nters require pool cover •> as ^< 1 1 as other energy i iv i ng di vici s MK h ,1 > t i me c 1 <K ks , etc T 20-1 40 G HISCEU..ANI QIJS *">how a minimum 2" air '.pice and fla.hing between planter nnd building walls Sec 2517(e) Specify material to be us< d under the bhower tile Sec 30Sr 30^ 30; Specify lath and plaster to comply with .Chapter 47, unc. Two 3/4" copper pipes mubt be installed from water heater location to convenient location of future solar panels (City Ord ) Provide sleeves ( roof jackes) in roof for two future 3/4" coppor pipes to convenient location of future solar panels (City Ord.) Note that solar water piping is to be insulated in areas that are not heated or cooled. (City Ord ) Sec attachment for roofing requirements. ti llini viert review, <i h >-,. d on tlu- informat. ion shown on h ,'lans If the pi iiv ,in. in .*riot, or changed during i>ti trLKtion, the piimittii '.fiill < ant act tltr Building '» i'.n t nn nt for levirw ,mil piior apptoval hefoie proceeding v 1 1 n ttit work nb.lantially correctH 11 1 .lin.j |>1 and roinjii, t I', <> i i I1'! i Id i Mr) | 1 111 , win hi he ,111 t i ni ial 1 v coi i ect and i 1'iupl iti if in i nor cinr<itiuns are made at cpuiitei A Dat'\_ Building plans require major corrections and compl'te plan rechrck, hy plan check en<)i ni "i , i , r< ipii it il Date If /ou have any questions regarding this plan check, please . iviiul (i al si) hi pi ' i • <i to ni' ' I vi i t h yoii , ,it no t liar qe, if n) I i » in i.i 1 i , .1 .t ,1111 « I n< i il< <1 Date Jurisdiction Prepared byt VALUATION AND PLAN CHECK FEE Q Bldg. Dept. C7 £f PLAN CHECK NO. BUILDING ADDRESS &86//$"APPLICANT/CONTACT BUILDING OCCUPANCY TYPE OF CONSTRUCTION PHONE DESIGNER PHONE(7/^ 3g? - CONTRACTOR PHONE BUILDING PORTION t—j<;/A/£r G#ft?. Jtec^^ Air Conditioning Commercial Residential Fire Sprinklers Total Value BUILDING AREA 2,^9? x2/ ' ¥-2-0 X 2- 5^6. VALUATION MULTIPLIER x ¥<?*•£ = A/^££ - x £-?£. VALUE /f3//^ y^v-o»3.5-77/ 2^? f, ? J 3 Building Permit Fee Plan Check Fee COMMENTS i INTERDEPARTMENTAL INFORMATION SHEET BUILDING DEPARTMENT BUILDING ADDRESS: DATE : 7 PLANNING DEPARTMENT !70NE LOT SIZE *(2- (0 LOT UNITS ALLOWED CTOF CARLSBADg Department UNITS PROVIDED PARKING SPACES REQUIRED % COVERAGE ALLOWED BUILDING HEIGHT ALLOWED FRONT SETBACK: ALLOWED PROVIDED PROVIDED_ _PROVIDED PROVIDED SIDE SETBACK:REAR SETBACK: INTRUSIONS LANDSCAPE & IRRIGATION PLAN COMMENTS: ENVIRONMENTAL PROTECTION ADDITIONAL COMMENTS: ENGINEERING DEPARTMENT R.O.W.INDUSTRIAL WASTE IMPROVEMENTS SEWER CONNECTION GRADING PERMIT DRIVEWAY LOCATIONS EASEMENTS DRAINAGE LEGAL DESCRIPTION ADDITIONAL COMMENTS » OK TO ISSUE FIRE DEPARTMENT SPPINKLING SYSTEM FIRE ALARMS FIRE HYDRANTS ADDITIONAL COMMENTS FIRE PROTECTION EQUIP. EXITS LOCATION OK TO ISSUE:DATE OK TO FINAL DATE WATER DEPARTMENT REQUIREMENTS OF APPROPRIATE DISTRICTS MET_DATE A RE Of-1 A 7 fct\ C tifi AAT, P U" fl / / A?/ ^ -* ' »- Christiansen & Associates 32432 Alipaz Street Suite N SAN JUAN CAPfSTRANO. CA 92675(714)493-3321 837-3321 3* Christiansen & Associates 32432 Altpaz Street Suite N SAN JUAN CAPISTRANO, CA 92675 (714)493-3321 837-3321 S«St2nstn* AssociatesHS(714) 493-3321 SEE ROOFFoe ROOF TVI» Christiansen & Associates32432 Ahpaz Street Suite N SAN JUAN CAPISTRANO, CA 9267S (714)493-3321 837-3321 2.9 Tn<oc7u*e. H7T LA RD. Cft LA CO^TA MEA-DO^S, IW/T Cwstiansen & Associates 32432 Alipaz Street Suite N &AN JUAN CAPISTRANO. CA 92675 (714)493-3321 837-3321 2-9 A/AY , fcosm/J OP "AtS C , 7*6 "HX Christiansen & Associates 32432 Alipaz Street Suite N SAN JUAN CAPfSTRANO, CA 92675 (714)493-3321 837-3321 t 00" - 17 ^ Christiansen & Associates 32432 Alipaz Street Suite N SAN JUAN CAPISTRANO. CA 92675 (714)493-3321 837-3321 Chwtiansen & associates. 3243* Aupaz Street Suite NSAN JUAN CAPISTFWNO, CA 92675 (714)493-3321 837-3321 MAY T7J5?, /-24- - 7. 6 'f 5XS Of J = 57. .-..: fc. -(70 * % •so. = 47- <S/v 10609/A, Christiansen & Associates 32432 Altpaz Street Suite ft SAN JUAN CAPISTRANO. CA 92675 (714)493-3321 837-3321 "?/ Christiansen & Associates 3?i32 Alipaz Street Suite N SAN JUAN CAP1STRANO, CA 92675 (714)493-3321 837-3321 7 fa Chrtstiansen & Associates 32432 Altpaz Street Suite N SAN JUAN CAPISTRANO, CA 92675(714)493-3321 837-3321 f=LOQK , ) P. IT. OOtrr /?£3. / - Cu - r— ) T. PL f / fe /A p Christiansen & Associates 3243.2 Alipaz Street Suite N SAN JUAN CAPlSTRANO. CA 92675 (724)493-3321 837-3321 /? L-* t' F. 7, : II 7//TTX <o (2." E T7I ibpn of- -fnJKis,, cua-il 10 L * or j- **- Christiansen & Associates 32432 Alipaz Street Suite N SAN JUAN CAPISTRANO, CA 92675 (714)493-3321 837-3321 t=D3C?£ " -f X/O OP BCAM AT op -770^ 2/cso -fcoio --. — »^i- / / Cn^ . fe f Christiansen & Associates 3243^ Alipa* Street Suite N SAN JUAN CAPISTRANO. CA 92675 (714)493-3321 837-3321 3f t ft I TO AT Christiansen & Associates 3243.? Atipaz Street Suite N SAN JUAN CAPISTRANO. CA 92675 (714)493-3321 837-3321 ©ic 3i MM TYHT c_ •joiu,ft «/ 1%. I 24 f Christiansen & Associates 32432 Adpaz Street Suite N SAN JUAN CAPISTRANO, CA 92675 (714)493-3321 837-3321 ,0 —B \ J o T DT 1 '-' ^[ 1 2-f MO ANO. 10609*, Christiansen & Associates 32432 Altpaz Street Suite M SAN JUAN CAPISTRANO, CA 92675 (714)493-3321 837-3321 ft MAC, ?• ) Associates . CA 92675(714)493-3321 837-3321 / SHEAR WALL SCHEDULE AAAAAAAA'AAAAAAAAAAAAAAAAAAAAAAAA'A-A-AAAA-A'A-A (ALL NAILINGS TO BE INSPECTED BEFORE AN* COVERING) 1/2" PRttTOL ON QBE SHE. Unblocked edges, 5d cooler nails @ 7" at edges aid field. 'Sole plate to joist or blocking 16d @ 12" o.c. Mad sill A.B. 1/2" x 10" <§ tf*-0" o,c, and ends. ,. 1/2" DRYMALLON ONE SITE. Block all edges, 6d cooler @ 4" B^ o.c. at all edges and in field. Sole plate to joist or blocking 125 16d @L2" o.c. Hod sill A.B. 1/2" x 10" @ 6'-0" o,c, and ends, 5/8" TVPE 'X' EMAIL ON ONE SICE. Block all edges, 6d cooler (d 4" o.c. at all edges and in field. Sole plate to joist or blocking 16d @ 8" o.c. ttjd sill A.B. 1/2" x 10" @ 4'6" o.c. and ends, 7/8" CEMENT PLASTER STUCCO. Over woven or welded wire lath, 16 ga staple or 11 ga nails (a 6" o.c. at all supports. Sole plate to joist or blocking 16d @ 8" o.c. Hod sill A.B. 1/2" x 10" <§ 180 ' 4'6" o.c. and ends, 3/8" CDX PLHPOD ON ONE SIDE. Block all edges, exterior glue, *- - - index-32/16, 8d @ 4" o.c. at edges & 12" o.c. in field. Sole plate to joist or blocking 16d @ 4" o.c. Mad sill A.B. 1/2" 380 ' x 10" @ 2^3" o.c. and ends. 3/8" CDX PLYWOOD ON ONE SIPS. Block all edges, exterior glue, index-32/16, 8d (jj 2^1/2" o.c. at edges & 12" o.c. in field. Sole plate to joist or blocking 16d @ 3" o.c. tod sill A.B. 560 ' 1/2" x 10" @V6" o.c. and ends, 3/8" Cm PLYHOODC^ BOTH SUES. Block all edges, exterior glue. ^ index-32/16, 8d @ 4" o.c. at edges & 12" o.c. in field. Sole t> plate to joist or blocking 16d @ 2" o.c. Mud sill A.3. 5/8" x 760 10" @1'9" o.c. 3/8" CDK PLHjDOD ON BCTIH SIDES. Block all edges, exterior glue, r^ index-32/l&, 8d 2 1/2" o.c. at edges 6« 12" o.c. infield. Sole jjx plate to joist or blocking 20d @ 2" o.c. Mud sill A.B. 5/8" x 10" 1120 @ 1'2" o.c. 1/2" STRUCTURAL-*! HMjOODOK BOTH SIDES. Block all edges, exterior glue, index-32/16, lOd @ z 1/2" at edges & 12" in field. Mud sill 1380 " plate A.B. 3/4" x 10" @ 1'2" o.c. * "" "* . Associates 33432 AltpM Street Suite N SAN JUAN CAmTRANO, CA 92675 <?J4> 493-332i 337-3321 l06Q9/*lr Christiansen * Associates 3245? Afipaz Street Suite N SAN JUAN CAPISTRANO, CA 92675 493-3321 837-3321 MM fchnstiansen & Associates 32432 Alipa* Street Suite N SAN JUAN CARSTRANO, CA 92675(714)493-3321 837-3321 //AY c~AM A LV S/s (C&JTIN . ) <s-f"x41' j^og? : *** "fistiansen & Associates 32432 AHpaz Street Suite N rt JUAN CAPJSTRANO, CA 92675 f>14> 493-3321 837-3321 SCO / ^ - / ,(714) 493-3321 837-3321 S.S.T tern-A520-3 Christiansen & Associates 32432 Altpaz Stre«t Suite N SAN JUAN CAPiSTRANO. CA 92675 (714)493.3331 837-3321 Christiansen & Associates 32432 Alipaz Street Suite N SAN JUAN CAPiSTRANO, CA 92675 (714)493-332; S37-3321 j!^ 5?* -*£*••m If ? -rn-e X_ „ Jr. fe*^. " " ^ nsen & Associates ipaz Street Suite N -i^vrrr^* -j^rv ii^* I IL» i L r_ r f — v ,- $:. ...... •-:...^ BENTON ENGINEERING. INC. APPLIED SOIL MECHANIC* —- FOUNDATION* B8*0 RUFFIN ROAD SAN DIECO, CALIFORNIA 92123 June 30, 1982 PHILIP HENKINO BENTON CIVIL ENGINIIM TELCPHONK (714) S«B-1**B Mr. Ken Forgeon 1175LaM>reeRood San Marcos, CA 92069 Subject:Project No. 82-6-28M Moiihjre Contents in Subgrode Soils Lot 358 of La Costa Meadows Unit No. 2 Carlsbad, California Dear Mr. Forgeon: This is to report the results of tests to determine the moisture contents of the softs In the upper three feet below finished grade in the proposed building area at the subject site in Carlsbad, California. The soil samples were obtained on June 29, 1982 and the results of the moisture determinations are presented as follows: Approximate Location of Samples Easterly portion of proposed building area Westerly portion of proposed building area Depth Below Existing Grade in feet 1.0 2.0 3.0 1.0 2.0 3.0 Moisture Content % dry wt 21.1 18.1 18.4 17.1 19.2 22.1 It Is concluded from the field observations of the various soil types and the final results of the moisture determinations that the soils in the upper 3.0 feet below finished grade at the locations sampled have been sufficiently moistened to minimize the potential expansion of the soils, as recommended in our report under Project No. 71-2-24D 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. Drainage systems should also be provided to Mr. K*n Fongeon -2- June 30, 1982 Pro|ect No. 82-6-28W 4- collect all runoff from roofs and conduct the water in watertight pipes either Into the streets or ftorm drains. All surface drainage should be prevented from ponding adjacent to or running over the tops of slopes. Inlet boxes and watertight pipes should be installed when necessary to comply with the above requirements. Respectfully submitted, BENT ON ENGINEERING, INC. L**£~-^=r~L- Philipfl. Beaton, Civil Engineer RCE No. 10332 Distribution: (3) Addressee PHB/jr BENTON ENGINEERING, INC LEUCAOiA COUNTY WATER DtSTRICl APP1 {CATION FOR SEhER SERVICE Phone Hi. 745-6963Owner's Name Kent Fqrgeon Mailing Address 1175 la Moree Rd J5an_Md_rcps_,__Ca_ . 92069 Service Address. __ _ ^_dzadeTO Tract Description ._J_?i_358M>a. Costa ."l^'JL? Assessor's Parcel tfo. _lL5-32q:17 Type of Building ..lypjex ___ _ No. Units 2 Connection Fee $ 3tQQO.OO lateral Site 4" 6"- 8" Saddle Easement Connection Fxtra r oo I age 0 $ Fxtra LVpth _ P $ Lateral Fee Amount Ret'd $JL»£QO.Op Ck. Mo/Ca^h Date Rec'd By g.frankll Prorated Sewer Service Fee . Total $ 3^000.00 The application must be signea 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 oart 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 street (or easement) where a connection is made to the service lateral. T-fee 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 TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLEC^ TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. The prorated sewer service fee is based upon the date the District estimates that service will begin and covers the balance of the fiscal year. There will be no additional fee or refund if service actually commences on a different date. For succeeding fiscal years, tne sewer service fee will be collected on the tax roll in the same manner as property taxes The undersigned hereby agrees that the above information given is correct and agrees to the conditions as stated _J-_26-82_ Hate 15336-15337 Account No crnr i