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Home My WebLink About2043 ALGA RD; ; CB890641; Permit (2)DECLARATIONS 11 LENDER WORNER'S COMPENSATION OWNE&WJILDER CONTRACTOII /I In I Whfte ~ Inspector Green ~ (1) Flnance Yellow - Assessor Pink - Applicant Gold - Temporary File DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009-4859 (619) 438-1161 MISCELLANEOUS FEE RECEIPT Appllcani Please Print And Flll In Shaded Area Only JOB ADDREP',A~~A tzg . ASSESSOR'S PARCEL NO. 1'5 -%= -0- 3pJF a$ Ed3cldCTII +u= * 24\ MkADed V1Si-A 4~4. &.&52&~ f%Y SciC PLAN ID NO. 55576 04/28/89 0001 01 05 Mix 775.00 CONTRACTOR CONTRACTOR'S ADDRESS MAILING ESTMATED VALUATION IF THE APPLICANT TAKES NO ACTION PLAN CHECK FEE 001-810-00-00-8821 WITHIN 180 DAYS, PLAN CHECK FEES I WILL BE FORFEITED. CITY ZIP TEL. STATE LICENSE NO. BUSINESS LWNSE NO. SUBDIVISION LOT(S) LEGAL DESCRIPTION CHECK IF SUBMITTED: I 6 2 ENERGY CALCS 0 2 1987 ENERGY CALCS FOR NON RESIDENTIAL BLDGS DESCRIPTION OF WORK SI d 6 E fA.Ci&V DATE I CERTIFICATE OF OCCUPANCY Whlte . Flle 1. Yellow. Applicant Pink. Flnance Gold. Assessor UNSCHEDULED DATE 6.ZS.4 /I INSPECTOR PERMIT # JOB ADDRESS 7041 &L&/a - / " TIME ARRIVE: TIME LEAVE: CD LVL DESCRIPTION ACT COMMENTS BE- & i CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB890641 DESCRIPTION: 4256 SFD/786 SF GAR/223 SF DCK PLANCK# CB890641 OCC GRP JOB ADDRESS : 2043 ALGA RD TYPE: SFD CONSTR. TYPE NEW CONTRACTOR: OWNER : SYLVESTERl JIM FOR 06/15/90 INSPECTOR AREA TP APPLICANT: SHERWOOD, BRUCE PHONE: 619 459-7937 STR: FL: STE : PHONE : PHONE: REMARKS: T2/MH/JORDAN/456-5511/497-8004 INSPECTOR SPECIAL INSTRUCT: TOTAL TIME : CD LVL DESCRIPTION 1 ACT COMMENTS 19 ST Final Structural Lo 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical z - " " - " - ***** INSPECTION HISTORY ***** DATE DESCRIPTION 120689 Exterior Lath/Drywall 120689 Interior Lath/Drywall 120489 Rough Combo 112989 Rough Combo 112889 Exterior Lath/Drywall 112989 Gas/Test/Repairs 112889 Insulation 111489 Sewer/Water Service 110689 Sewer/Water Service 110689 Shear Panels/HD1s 102489 Rough/Topout 102489 Rough Electric 101689 Roof/Reroof 101689 Shear Panels/HD's 101389 Roof/Reroof 101289 Shear Panels/HD1s ACT INSP COMMENTS AP TP AP TP AP TP CO TP CO TP NR TP NR TP NR TP PA MP AP TP NR TP NR TP CO TP NR TP CO TP NR TP NEED FRAME INSPECTION SEWER ONLY ONLY WATER TEST OK NO PLANS ON JOB FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 890641 DATE 4-25-90 PROJECT NAME: ADDRESS: 2043 Alga Road PROJECT NO.: UNIT NUMBER: PHASE NO.: TYPE OF UNIT SF 0 NUMBER OF UNITS: CONTACT PERSON: Jordan I CONTACT TELEPHONE: 456-551 1 , .' Bldg, Eng, Plan, Uti1 DATE INSPECTED 4/9/40 APPROVED - DISAPPROVED - / INSPECTED BY INSPECTED DATE BY INSPECTED: DATE INSPECTED APPROVED - DISAPPROVED __ APPROVED - DISAPPROVED - COMMENTS: FINAL BUILDING INSPECTION PLAN CHECK NUMBER 899641 DATE 4-25-40 PROJECT NAME: ADDRESS: 2043 Alga i?aed PROJECT NO.: UNIT NUMBER: PHASE NO.: TYPE OF UNIT: I' 5F9 NUMBER OF UNITS CONTACT PERSON: CONTACT TELEPHONE: Jcrclan 456-551 1 t%l(l.J, Ell{;, Plan, Litil .. INSPECTED BY: DATE INSPECTED: g?/7D APPROVED - DISAPPROVED __ / INSPECTED DATE BY: INSPECTED APPROVED __ DISAPPROVED __ BY INSPECTED . ' INSPECTED DATE APPROVED - DISAPPROVED __ 45 COMMENTS: RBY. 1W WHITE Suspense BLUE Walw Olslrict GREEN: Engineering CANARY Uti1111es PINK Planning GOLD Fire .. FINAL BUILDING INSPECTION PLAN CHECK NUMBER: a90641 DATE: 4-25-90 PROJECT NAME: ADDRESS 2043 Alga Road PROJECT NO.: UNIT NUMBER: PHASE NO.: TYPE OF UNIT NUMBER OF UNITS CONTACT PERSON: Jordan CONTACT TELEPHONE 456-551 1 Bldg, Eng, Plan, Uti1 INSPECTED BY &: 4//27/cio APPROVED __ DISAPPROVED - INSPECTED DATE BY INSPECTED APPROVED - DISAPPROVED - INSPECTED BY: DATE INSPECTED APPROVED __ DISAPPROVED - i Rev. llss WHITE Suspense BLUE Water Dlstrlct GREEN Englnserlng CANARY Utllltle~ PINK Planning GOLD Flre - ESGIL CORPORATION I 9320 CHESAPEAKE DR., SUITE 2013 SAN DIEGO. CA 92123 (619) 560-1468 DATE : % 6 23 /P,w JURISDICTION: 01Ty LW CARLQAD PLAN CHECK NO: (&&& E?FIJ)GP$ SET : nups PROJECT ADDRESS: h(Oq3 #L&& a, PROJECT NAME: OE47" 5. r.A. ODESIGNER - - 0 necessary and substantially comply with the .jurisdiction's The plans transmitted herewith have been corrected where building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified checked by buildsdepartment staff. ) ATfiL#€& sH% are resolved and The plans transmitted herewith have significant deficiencies and resubmitted for a complete recheck. The check list transmitted herewith is for your information. plans are submitted for recheck. The applicant's copy of the check list is enclosed for the identified on the enclosed check list and should be corrected 0 The plans are being held at Esgil Corp. until corrected 0 jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: A%@? fl vfim DH mAe Au€. .. LA hXt$ fR 92037 m Esqil staff did not advise the applicant contact person that plan check has been completed. 0 Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # - 0 REMARKS: By : 4" Enclosures: ,Ubug ESGIL CORPORATION 6 -4 -g9 OGA DAA nvw oDM I I .-, . . ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO. CA 92123 (619) 560-14438 DATE : - .- a,, 1989 JURISDICTION: 61TY OF CAELSAHD OFILE COPY PLAN CHECK NO: 89 - 6 Y/ (PULIS &v.b : -7 UUPS PROJECT ADDRESS: 610+'3 /f Lbul- an. PROJECT NAME: 5 YLUF5TE.Q 5, P. 3 I-JDESIGNER 0 necessary and substantially comply with the jurisdiction's The plans transmitted herewith have been corrected where building codes. - The Dlans transmitted herewith will substantiallv comDlv u with-the jurisdiction's building codes when mino; deficien- cies identified checked by building department staff. are resolved and 0. The plans transmitted herewith have significant deficiencies Identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The plans are being held at Esgil Corp. until corrected The check list transmitted herewith is for your information. plans are submitted for recheck. The applicant's copy of the check list is enclosed for the 0 jurisdiction to return to the applicant contact person. R The applicant's copy of the check list has been sent to: ARUU . srt e&LL)mo aI4m 4 A WSTR DEL n;ka CAJ6LLv+, CA 32037 Esgil staff did not advise the applicant contact person that plan check has been completed. By : Enclosures: h)D& 6 -5-P7 OGA OAA Ovw ODM PLMSIRgAD Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy handicapped. Ihe plan check is based on conservation, noise attenuation and access for the regulations enforced by the Building Inspection Department. You may have other corrections based Engineering Department or other departments. on laws and ordinances by the Planning Department, Present California law mandates that residential construction comply with Title 2k and the folloving model codes: 1985 UBC (eft. 7/31/87) 1985 WC (eff. 3/30/87) 1987 NEC (eff: 10/28/87) 1985 UMC (eff. 8/28/87) The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The circled items listed naed clarification, modification or change. All items have to be satisfied before the plans will ba in conformance with the cited codes and regulations. Per Sec. 303(c), 1985 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. 70 soeed M the recheck process. note on this list lor a CODV) where each correction item has been sure to enclose the marked M list when YOU suhit addressed i.e.. plan sheet. snecification. etc. Be the revised 01an~. lum: P~~m~m~AsPplLBsnAvRGlm~BBIIlc;~yBD~. List No. 63, Carlsbad Single Family Duelling and Duplex With All Supplements. (1985 Vec) - puI(s please 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, to: Esgil Corporation, 9320 Chesapeake Drive, Suite t208, San Diego, California 92123, (619) 560-1468. Please 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, to: The jurisdiction's building department. #. Indicate on the Title Sheet of the plans, the name of the legal owner and name of person responsible for the preparation of the plans. Section 302(a)7. n All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). Plans, specifications and calculations shall be signed by the California state licensed preparation, for plans deviating from engineer or architect responsible for their conventional wood frame construction. Specify Business and Professions Code). expiration date of license. (California Specify on the Title Sheet of the plans the project including dwelling, garage, carport, gross floor area of each element of this patio, deck and balcony. Section 302(c). Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1985 UBC, UHC and UPC and 1987 NEC. Submit fully 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. Show finish floor elevations and show elevations of adjacent finish grade. Show drainage patterns with minirrmm slopes. Section 302(c). Indicate distance from property lines to proposed building. Section 302(c). lb. Show on the title sheet all structures, pools, / walls, etc. included under this application. plan that is not included with the building Any portion of the project shown on the site permit application filed should be clearly identified as "not included." y. Clearly show if the lower level is a basement or a story, based on the definitions in Sections 403 and 420. Plot the finish grade the distance to the floor above, for story (as defined) on the elevations and dimension determination. I/. Walls closer than 3 feet to property lines shall be one-hour 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, Section 1709 (a)). 9 more than 12 inches into the 3 foot setback . Projections, including eaves, may not extend from the property line. Eaves over required windows shall be not less than 30 inches from the side and reas property lines. Section 1710 and Section 504 (a) and (b). skylights shall not be installed 8' of an exterior wall located where openings in such exterior wall are prohibited or required to be protected. Section 5207 (a) 7. l/. Projections, including eaves, shall be one- hour fire-resistive construction, heavy timber or of noncombustible material if they project into the 3' setback area from the property line. Section 1710. Show location of permanently wired smoke detector, centrally located in corridor or area giving access to sleeping rooms or above stair if sleeping rooms are on upper level. Section 1210. . A smoke detector shall be installed in the basement of dwelling units having a stainray which opens from the basement into the dwelling. Such detector shall be connected to a sounding device or other detector to provide an alarm which will ba audible in the sleeping area. Section 1210. . When the valuation of a room addition exceeds $1,000, or when sleeping rooms are created, bedrooms per item 16 above. smoke detectors shall be provided at existing Habitable roans, other than kitchens, shall At least one room shall have not less than 120 contain at least 70 square feet of floor area. square feet of floor area. Section 1207 (b). 'P area and a minim of 10 square feet per . window area must be at least 1/10 of the floor Section 1205 (a). Appears to be deficient in '1 1/20 of the floor area and a minimum of 5 . Openable window area in habitable rooms must be square feet. In bathrooms, laundry rooms and minimum is 1.5 sq. ft. (Section 1205 (a)). similar rooms 1/20 of area is required and . At least 112 of the comon wall must be open 2i and have an opening not less than 25 sq. ft. nor one tenth of the floor area of the interior room if light and ventilation is being supplied from an adjacent room. Section 1205 (a). +. Required windows shall not open into a roofed porch unless the ceiling height is at least 7 feet, the longer side is at least 65% open, and the porch abuts a street, yard or court. Section 1205 (a). providing five air changes per hour in Provide mechanical ventilation capable of bathrooms, water closet compartments, laundry rooms and similar rooms if required openable window are not provided. Section 1205 (a). $. No habitable room, other than a kitchen, shall be less than 7'0" in any dimension. Section 1207 (c). ab. Show that ceiling height for habitable rooms is 17 hallways, corridors, and bathrooms is a minimum . Show ceiling height for laundry rooms, huo6e m. LAV, a minimum of 7'6". Section 1207 (a). of 7'0". Section 1207 (a). $ Glazing, in the same wall plane as a door, must be safety glazing if within 12" of the door and less than 60" above the walking surface, unless the glazing is leaded or faceted glass. Section 5406 (d) 6. Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic (includine windows within 5 feet of tub or shower floor). Section 5406 (d) 5. P . Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall must have an openable area of at least 5.7 not exceed 44" above the floor. The window square feet with the minimum openable width 20" and the minimum openable height 24". Section 1204. . A mezzanine is an intermediate floor and may not have a floor area exceeding 33 113 percent of the total floor area in the room below. Zhe mezzanine floor must have a clear height of 7 feet, above and below, and must have the long side open to the room below except for posts and protective walls or railings not exceeding 42" in height. Section 1716. . Zhe loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. EUTS. SIAIRVAYS. Ann RATLnrs . Floors above the second story shall have not one exit if such occupied ara are less than less than 2 exits. Occupied roofs may have 500 square feet and located no higher than immediately above the second story. Section 3303 (a). . Required exit dooways shall be not less than '1 36" in width and not less than 6'8" in height, and shall be capable of opening at least 90 degrees. Section 3304 (e). 31'. Provide 36" high protective railing for porches, balconies, and open sides of stair landings. Openings between railing shall be less than 6".- Section 1711. . . Dimension on the plans the 30" clear width ,for ' water closet compartments and 24" clearance in Show how guardrail connection details are front of water closet. Section 511 (a). adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B. Specify safety glazing for glazing in hazardous to such doors and glazing adjacent to walking locations such as glass doors, glazing adjacent surfaces. Section 5406. 56. I 5. i 58. 61. 75. I 66. I The maximum slope for a fire retardant built- up roof, with rock or gravel surfacing, is 3 inches in 12 inches. Section 3203 (e) 2. up roof, with cap sheet surfacing, is 112 inch The minimum slope for a fire retardant built- in 12 inches. Section 3203 (e) 3. Specify minimum 114 inch per foot roof slope water. Section 3207 (a), Section 2305 (f) and for drainage or design to support accumulated Section 2511 (d) 6. Show roof drains and overflows. Section 3207. with Sections 3401 and 5207 or provide I.C.B.O. Provide skylight details to show compliance approval number. Plastic skylights must be separated from each other by at least 4 feet. Section 5207 (a) 6. Show attic ventilation. Minimum vent area is at least 50% of the required vent is at least 3 11150 of attic area or 11300 of attic area if feet above eave vents or cornice vents. Show required area and area provided. Section 3205 (c). Provide fireolace construction details or note construction' to be per attached fireplace standard drawing. Chapter 37. ~ ~~ ~ ~~ ~~~~~ ~~ ~~~ ~~ Show anchored veneer support and connections attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d)l and Section 2515 (a). Show ties and #9 wire in horizontal JOlntS. masonry walls. Chapter 24. Show height and construction details of all Note that cleanout openings shall be provided at the bottom of all cells to be grout filled in accordance with Table 24-G. Cleanouts shall be sealed before mouth. after inmection. Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per whichever is greater. Cross grain tension or lineal foot or the actual design load, bending in wood ledgers is not permitted. Section 2310 h 2312 (j)3A. Provide details for d'ufp proofing the foundation walls, below fmish grade, where usable space exists on the interior side of the walls. Section 1707 (a). Show a minimum 2" air space and flashing between planter and building walls. Section 2516 (c) 7. GARAGKARDcMIpw(Ts 7 . Garage requires one-hour fire protection on the garage side of walls and ceiling comn to the dwelling. Table 5-B, Section 503 (d). n All elements supporting floor above garage, ve one- our ire-res15 ive protection o the garage si:e. tection 50: (b)SK% lilkd + walls supporting floor joists, must " FLOW/ CL:- fi55cm6~1. d. Show 1 318' solid core self-closing door for openings between garage and dwelling. Section 503 (d). 13. Garages are not permitted to open into a room used for sleeping purposes. Section 1104. f4. An occupancy separation is not required between carport and residence, provided the carport is open on two or mre sides and has no enclosed uses above. Section 503 (a) Exception 3. .. 7b. Show garage framing sections, size of header over garage opening, lateral cross bracing at plate line, method bracing garage front and holddoms if required. Chapter 23. NOTE: Maximum shear panel ratio is 3 112 to 1 for height-to-width . Table 25-1. . Doors may open into the garage only if the ? floor or landine in the earaee is not more than one inch low& than the-doc; threshold. Section 3304 (h). ~~ ~~~~ ~~~~~ 'I' . Provide an 18" raised platform for any FAU, water heater, or other device in the garage which may generate a flame or spark. UMC Section 508, UPC Section 1310 (a). FalNMTIM @ Per soils report, note on the plan the soils classification, whether or not the soil is expansive and note the allowable bearing value. Section 2905 (c). Ihe foundation plan does not comply with the soils report recommandations for this project. Please review the report and modify design, notes and details as required to show compliance: BWKod PLPII IrrrnS 12116187 5 lop. lp4. P* l$. l+. ld9. l{o. Show blocking at ends and at supports of floor joists, rafters and trusses at exterior walls. Section 2517 (d) 3, 2517 (h) 6. doubled under bearing partitions running Show double joists. Floor joists shall be parallel with the joists. Section 2517 (d) 5. Bearing partitions, perpendicular to joists, beams, walls or partitions, more than the depth shall not be offset from supporting girders, of the joist. Section 2517 (d) 5. Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h) 4. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 5. Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). show double top. plate with minimum 48" lap splice. Section 2517 (g) 2. Show nailing will be in compliance with Table 25-Q. - Show or note fire stops at the following locations per Section 2516 (f): ' partitions, including furred spaces, at In concealed spaces of stud walls and the ceiling and floor levels and at 10 foot intervals along the length of the wall; k. at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; @ In concealed spacer between ' stair stringers at the top and bottom of the run and between studs along and inline with the run of stairs if the walls under the stairs are unfinished; and @ in openings around vents, pipes, ducts, which afford a passage for fire at ceiling chimneys, fireplaces and similar openings and floor levels, with noncombustible materials. ', 14. Show stud size and spacing. Maximum allowable stud heights: Bearing wall: 2 x4 and 2 x 6 max. 10'; Non-bearing: 2 x 4 rex. 14', 2 x 6 may. 20'. Table 25-R-3. 1 3. Studs supporting two floors, a roof and ' ceiling mst be 3 x 4 or 2 x 6 at 16" O.C. Table 25-R-3. Note on A.I.T.C. Certificate of Compliance for elued laminated wood members shall be ziven to I the building inspector prior to instaTlation. Section 306 (f). . Detail all post-to-beam and post-to-footing plan. Section 2516 (m). connections and reference the detail to the li6. Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. 1 7. Specify nail size and spacing for all shear required blocking. Maintain maximum diaphragn dimension ratios. [Tables 25 I, J, K and Section 4713 (d)). r walls, floor and roof diaphragms. Indicate r' of three story building. Table 25-R-3. 1 8. Show 3" x 4" or 2" x 6" studs in first story fir;;;\Provide truss details and truss calculations Soecifv tzxa 142. Specify all header sizes for opening over 4' wide. Section 2517 (g) 5. P 0 . hovide calculations for main vertical and horizontal framing members and post footings. Section 302 (a). 124. Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (b). fOk7E COO)ERC developed in the structural calculations. . Show on the plans all structural requirements Section 302 (c). (See coments below or at end.) 1 6. Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which by concrete piers or metal pedestals projecting support permanent structures shall be supported above floors unless approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. . Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood ob natural resistance.to decay or treated wood is used. Section 2516 (c) 4. 1 8. Show location of attic access with minimum size ld 22" x 30". Section 3205. 119. Show draft separation for attic areas between unxts zn a duplex. Section 2516 (f). Specify plywood grade and panel identification index. Table 25-N. tooR PL.~ m 136 ID# a/'. 1 1. when roof pitch is less than 3:12, design ridge 7' as a beam. Section 2517 (h). 1 2. If foundation cripple wall studs are less than / 14" high, framing shall be solid blocking. Section 2517 (g) 4. 3. Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 Section 2517 (g) 4. inches when supporting 2 stories. 1 4. Show plywood sheathing over exposed eaves, or # other weather exposed areas, is exterior grade. Section 2516 (i). 1 5. Show a weep screed at the foundation plate line / on all exterior stud walls to be stuccoed. 9 Section 4706 (e). 136. Detail truss layout for 30" x 30" attic access, if required for equipment in the attic. 1 7. Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. . In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). IEUiANTcAL fuIIIHHb( "IUL CODE) All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. n Show the size, location and type of all heating and cooling appliances or systems. I) lI,lM< V - ",- 140. Show source of combustion air to furnace, per Chapter 6, UMC. Every dwelling unit shall be provided with heating facilities capable of maintaining a above the floor in all habitable rooms. Show room temperature of 70 degrees F. at 3 feet basis for compliance. ITBC, Sec. 1211. 1 2. Show minimum 30" deep unobstructed working 1' space in front of furnace. Section 505, UMC. 143. Note on plans, "clearances to be per 0 manufacturer's listing." Section 504, UMC. . Furnace shall not be installed in any bedroom, bathroom or in a closet or confined space with access only through such room unless furnace or electric heating appliance. specified as direct vent appliance, enclosed Section 704 UMC. Show I.C.B.O. approval number for prefab fireplace. Show access to the attic or underfloor furnace to be minimum 30 inches by 30 inches. Section 708 h 709 UMC. 7. Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708 UMC. n Show Dement electrical outlet and lighting fixture controlled by a switch for the attic furnace. Section 708 UMC. Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. 0 150. Note on plan: Gas vents and non-combustible piping, in walls, passing through three floors or less shall be effectively draft stopped at each floor or ceilin . VBC, Section 1706 (a7 6. A Provide dryer vent to outside. UMC, Section 1903. ELgQRIcdl llwIoluL m.EcmIcAL. am1 ~11 ,,iring shall comply with the National Electrical Code. 152. show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels. 0 d 1 3. show location of all electrical receptacles. 154. Electrical receptacle locations andlor spacing is not adequate in++~?&&/Nah<C WPU orrrlm 97 FG nF*ceT rn .I), 2 9''. ,As. %ow at least one convenience outlet other than ~~ ~~ '" id basements. NEC, Art. 210-52. outlets for laundry, etc., outdoors, in garages - Note convenience outlets in bathrooms, kitchen counter top(s) within 6 feet of the- sink outdoors, and in garages and basements shall be GFI protected. NEC, Art. 210-8. (other than for laundry and similar equipment) Note electrical system ground to be provided per NEC, Art. 250-81. - llmnutn PIJnBlx am1 '?* plans. UPC, Section 1301. show water heater size, type and location on 19. Show source for providing combustion air to an enclomre are used, at least one-half of the upper twelve inches of the enclosure and one- required opening area shall extend into the half within the lower twelve inches. UPC, Section 1307. f fuel burning water heater. If wall openings in d installed in bath or bedroom or in a closet 1 0. Fuel combustion water heater shall not be opaning into bath or bedroom. UPC, Section 1309. 6 1 1. Provide adequate barrier to protect water heater fmm vehicle damage. upc, Section 1310. 162. Show T and P valve on water heater and show mute of discharge line to exterior. UPC, Section 1007 (e). ', 0 163. Note on the plan that hose bibbs and lawn prevention devicep. UPC, Section 1W3(h) h sprinkler systm shall have approved backflow (i). 4. Show shower stall can accommodate a 30" circle and has a minimum floor area of 1,024 sq. in. WC 909 (d). ~ISE IllsouIIm r-1 Show details of duplex comn (party) walls and floorlceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibels and an Impact Insulation Class Title 25. (IIC) rating on floorlceiling of 50 decibels. 6. Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound transmission rating. Title 25. 1 7. Provide insulation in walls and ceiling to 1 achieve STC of 50 between garage and living area if garage use is not controlled by resident. Title 25. Permit applications received after June 30, 1988, are regulated by the new Residential Eriergy Standards. Provide plans, calculations and worksheets to show compliance. 0 0 169. The new regulations require a properly completed and properly signed Form CF-lR to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requ'remnts of the approved en desi 170. Section 1403(a)l, Title 24, states that Form CF-lR shall be signed by the person responsible for its preparation. The signer shall be a civil engineer, mechanical general building contractor, mechanical engineer, electrical engineer, architect, contractor or electrical contractor licensed or registered to practice by the State of Division 3 of the Business and Professions California or other individual eligible under Code to sign such documents. Document signers are subject to the limitations in Division 3 provide the signature. of the Business and Professions Code. Please ha&DEs/hlra7 m,~m%!/w%~ I. 171. All energy items shown on the plans mt be in agreement with the infomation shown on the properly completed Form CP-lR. 1 2. Specify on the buildim Dlans all of the memv Conservation Requireuents". listed on the enclosure titled, "hdetory 1 mdatory energy conservation requiremanth as . Show the make, model and efficiency of the heat loss calculations if the output exceeds space heating (or cooling) system and provide b5,OOO BTU/Hr. For room additions, show that the glazing area of the addition does not exceed 16% of the newly-conditioned floor area, plus glazing removed or relocated due to the addition. See additional corrections below or at end. CAXt5AD S.P.D. h mKgx Energy conservation design should be for Zone 7. See attached energy packages. Floor drains mst have auto-prime (city policy). Note exhaust fans cannot be ductless type (city policy). New residential units mst be pre-plumbed for jacks must be installed" where the water heater future solar water heating. Note "two roof the most south facing roof (City Ordinance No. is in the one story garage and directly below 8093). Note "two 3/4" copper pipes mst be installed to the mst convenient future solar panel location when the water heater is not in a one story garage and. is not directly below the most south facing roof. (City Ordinance No. 8093). All piping for present or future solar water heating mst be insulated when in areas that are not heated or cooled by maduuu 'cal means (city policy). 2. Incorporate the waterproofing details, on the attached Policy 80-8, where interior living wall(s). space occurs below grade at the masonry 0 183. Show on the Title Sheet on the plans, the Developmental Services Sheet 112383. information required by the attached l$. All new residential buildings, including additions, require a soils report. Please submit two copies. 5. Heavy timber framing, minh 6" x 10" beams and minimum 8" x 8" post, for the StrUCtural beam and column supporting the fire separation between the garage and living area above, is policy). acceptable if shown on the plans. (city LlBC Adopting Ordinance 8792 requires Fire Retardant roof on all stmctures (Sec. 18.04.230). Show compliance with LlEC Section 3203(e). . City Ordinance 9792 requires two parking washing machines, etc. Show compliance. 1 8. Please see additional corrections, or remarks, % on the following page. The City of Carlsbad has contracted with Esgil Corporation located at 9320 hesapeake Drive, Suite 208, San Diego, California 92123; telephone number project. If you have any questions regarding these of 619/560-1468, to perform the plan check for your plan check items, please contact E/L./, k,tt LJPLKFR " - at Ewil Corporation. If you have any questions Citv Buildinn u-it urocedures. ulease Thank you. Enclosures: Date*@@- Jurisdiction &+P&&i&. .Prepared by 1 0 Bldg. Dept. 6, WPWER VALUATION AND PLAN CHECK FEE IJ Esqil PLAN CHECK NO. 89*6V/ 77 REV. BUILDING ADDRESS dOY7 ftcc7rc) .en. APPLICANT/CONTACT .R SHER~OD PHONE NO. BUILDING OCCUPANCY a-31m-1 DESIGNER PHONE TYPE OF CONSTRUCTION Vd CONTRACTOR PHONE Total Value Building Permit Fee. J UzLBcL" Plan Check Fee $ s E?/, 13- COMMENTS; ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE : n?r+bJ J/ /9?? 0 AP-T JURISDICTION: PLAN CHECK NO: x9 -64/ SET: DUPS PROJECT ADDRESS: 6101/3 ALhA Ro. CITY OF CARLSBAD E OFILE COPY GDESIGNER PROJECT NAME: .CYL WSR 5. F. 0. 0 necessary and substantially comply with the jurisdiction's The plans transmitted herewith have been corrected where building codes. The plans transmitted herewith will substantially comply 0. with the jurisdiction's building codes when minor deficien- cies identified checked by building department staff. The plans transmitted herewith have significant deficiencies and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the are resolved and 0 identified on the enclosed check list and should be corrected 0 jurisdiction to return to the applicant contact person. 9 The applicant's copy of the check list has been sent to: he &UE. ~h JOLL~. u? 9aaw m Esgil staff did not advise the applicant contact person that plan check has been completed. 0 Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # - REMARKS : sHr.. c/+9 MUG ~~~d D,=-/- Fg,- piurr By: Enclosures :-. shT, OGA OAA Ovw ODM FcRmnim: PLgbsEREAD Plan check is limited to technical requirmnts contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy handicapped. The plan check is based on conservation, noise attenuation and access for the regulations enforced by the Building Inspection Department. You may have other corrections based Engineering Department or other departments. on laws and ordinances by the Planning Department, Present California law -dates that residential construction comply with Title 24 and the following model codes: 1985 UBC (eff. 7/31/87) 1985 UPC (eft. 3/30/87) 1987 NEC (eff. 10/28/87) 1985 UMC (eff. 8/28/87) The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The circled items listed need clarification, modification or change. All items have to be satisfied before the pleas will be in conformance with the cited codes and regulations. Per Sec. 303(c), 1985 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To =Deed UD the recheck Drocess, note on this list lor a CODY) where each correction item has beaq addressed i.e.. ~lan sheet. mecification. etc. Be sure to enclose the marked UD list when YOU submit the revised Dlans. Date plans received by jurisdiction: f2P-X9 Date plans received by Esgil Corporation: 5" Y Date initial plan check completed: - L)- - 9 By: L? /Jh&E?L Applicant contact person: Telephone: runt: pK;g~ARE~m~~bs~HAvIRm~IIEBDIII:~~~~. List No. 63, Carlsbad Single Family Welling and Duplex With All Supplements. (1985 UBC) - PLANS "" 3 please 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, to: Eseil Comoration. 9320 ChesaDeake Drive. SuTte #20i, San Diego, Califoiia 92123,. (619) 560-1468. I, .- ~ Please 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, to: me jurisdiction's building department. / name of the legal owner and name of person 4. Indicate on the Title Sheet of the plans, the responsible for the preparation of the plans. Section 302(a)7. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). Plans, specifications and calculaw shall be signed by the California state licensed preparation, for plans deviating from engineer or architect responsible for their conventional wood frame construction. SDecifv expiration date of license. (Calikorni; usine s and Professions Code).a~G f&-p~&T"~ ?&&& 5mP &?5 E i~l@.E~- / gross floor area of each element of this d. Specify on the Title meet of the plans the project including dwelling, garage, carport, patio, deck and balcony. Section 302(c). Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1985 UBC, UMC and UPC and 1987 NEC. Submit fully 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. Show finish floor elevations and show elevations of adjacent finish grade. Show drainage patterns with minimum slopes. Section 302(c). Indicate distance from property lines to '. proposed building. Section 302(c). 65. Show on the title sheet all structures! pools, walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included." Clearly show if the lower level is a basement or a story, based on the definitions in Sections 403 and 420. Plot the finish grade the distance. to the floor above, for story (as defined) on the elevations and dimension determination. Walls closer than 3 feet to property lines shall be one-hour rated construction, have no openings, and shall have 30 inch parapets when feet on any floor. the building floor area exceeds 1,000 square (Table 5-A, Section 1709 (a)). Projections, including eaves, may not extend more than 12 inches into the 3 foot setback from the property line. Eaves over required windows shall be not less than 30 inches from the side and rear property lines. Section 1710 and Section 504 (a) and (b). Plastic skylights shall not be installed within 8' of an exterior wall located where openings in such exterior wall are prohibited or required to ba protected. Section 5207 (a) 7. hour fire-resistive construction, heavy timber Projections, including eaves, shall be one- or of noncombustible material if they project into the 3' setback area from the property line. Section 1710. Show location of permanently wired smoke area giving access to sleeping rooms or above detector, centrally located in corridor or stair if sleeping rooms are on upper level. Section 1210. A smoke detector shall be installed in the basement of dwelling units having a staiway which opens from the basement into the dwelling. Such detector shall be connected to a sounding device or other detector to provide an alarm which will be audible in the sleeping area. Section 1210. When the valuation of a room addition exceeds $1,000, or when sleeping rooms are created, bedrooms per item 16 above. smoke detectors shall be provided at existing 12/16/87 2 RM( sms. urn. vmnunon m - { Glazing, in the same wall plane as a door, Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor area. At least one room shall have not less than 120 must be safety glazing if within 12" of the door and less than 60" above the walking surface, unless the glazing is leaded or faceted glass. Section 5406 (d) 6. square feet of floor area. Section 1207 (b). Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Section 1205 (a). Appears to be deficient in Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laundry rooms and minh is 1.5 sq. ft. (Section 1205 ?a)). similar rooms 1/20 of area is re uired and At least 112 of the comon wall must be open and have an opening not less than 25 sq. ft. nor one tenth of the floor area of the interior room if light and ventilation is being supplied from an adjacent room. Section 1205 (a). Required windows shall not open into a roofed porch unless the ceiling height is at least 7 feet, the longer side is at least 653 open, and the porch abuts a street, yard or court. Section 1205 (a). Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required openable are not provided. Section 1205 (a). . No habitable room, other than a kitchen, shall be less than 7'0" in any dimension. Section 1207 (c). $. Show that ceiling height for habitable rooms is a minimum of 7'6". Section 1207 (a). hallways, corridors, and bathmoms is a minimum . Show ceiling height for laundry rooms, of 7'0". Section 1207 (a). 2/8. Dimension on the plans the 30" clear width for water closet compartments and 24" clearance in front of water closet. Section 511 (a). 2,d. Specify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Section 5406. $. Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor). Section 5406 (d) 5. . Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall must have an openable area of at least 5.7 not exceed 44'' above the floor. The window square feet with the minimum openable width 20" and the minimum openable height 24". Section 1204. A mezzanine is an intermediate floor and may not have a floor area exceeding 33 113 percent The mezzanine floor must have a clear height of the total floor area in the room below. of 7 feet, above and below, and must have the long side open to the room below except for posts and protective walls or railings not exceeding 42" in height. Section 1716. . The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. -. SrAEwAYs. AND RNl.INGs less than 2 exits. Occupied roofs may have . Floors above the second story shall have not one exit if such occupied areas are less than 500 souare feet and located no hizher than immediately above the second story. Section 3303 (a). - f. Required exit doorways shall be not less than and shall be capable of opening at least 90 36" in width and not less than 6'0" in height, degrees. Section 3304 (e). . Provide 36" high protective railing for norches. balconies. and OD- sides of stair =~~~~~~~, ~~~~~~~~~ landings. qpening; between' railing shall be less than 6". Section 1711. . Show how guardrail connection details are adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B. si. "he maximum slope for a fire retardant built- up roof, with rock or gravel surfacing, is 3 inches in 12 inches. Section 3203 (e) 2. The minimum slope for a fire retardant built- ?'. up roof, with cap sheet surfacing, is 112 inch in 12 inches. Section 3203 (e) 3. + for drainage or design to support accumulated . Specify minimum 114 inch per foot roof slope water. Section 3207 (a), Section 2305 (f) and Section 2511 (d) 6. . Show roof drains and overflows. Section 3207. 'f' with Sections 3401 and 5207 or provide I.C.B.O. Provide skylight details to show compliance approval number. Plastic skylights must be separated from each other by at least 4 feet. Section 5207 (a) 6. Show attic ventilation. Minimum vent area is l/lSO of attic area or 1/300 of attic area if at least 50% of the reouired vent is at least 3 feet above eave vents -or cornice vents. Sa required area and area Drovided. Section 3205 (c). Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Chapter 37. , Show anchored veneer support and connections attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d)l and Section 2515 (a). Show ties and li9 wire in horizontal j oints ~' . +. Show height and construction details of all d6. Note that cleanout openings shall be provided at the bottom of all cells to be grout filled be sealed before grouting, after inspection. in accordance with Table 24-G. Cleanouts shall 67. Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal. foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2310 h 2312 (j)3A. masonry walls. Chapter 24. f. Provide details for damp proofing the usable space exists on the interior side of the foundation walls, below finish grade, where walls. Section 1707 (a). between planter and building walls. Show a minimum 2" air space and flashing Section 2516 (c) 7. WGE AN0 cARpoI(Ts 7'0. Garage requires one-hour fire protection on the garage side of walls and ceiling comn to the dwelling. Table 5-B, Section 503 (d). A All elements supporting floor above garage, have one-hour fire-resistive Drotection on the including walls SuDDOrtinK floor joists, must ~~ ~ ~~~ ~ ~ garage side. Section 503 (b)' Show 1 318" solid core self-closing door for openings between garage and dwelling. Section 503 (d). .3LW;ua FHL AUES l{ Garages are not permitted to open into a room used for sleeping purposes. Section 1104. if An occupancy separation is not required between carport and residence, provided the carport is open on two or mre sides and has no enclosed uses above. Section 503 (a) Exception 3. Show garage framing sections, size of header plate line, method bracing garage front and over garage opening, lateral cross bracing at ho ddowns if required. Chapter 23. NOTE: Maximum shear panel ratio is 3 112 to 1 for height-to-width . Table 25-1. +. Doors may open into the garage only if the floor or landing in the garage is not more than one inch lower than the door threshold. Section 3304 (h). PAWDL caw, =.rwps -mm~ nmm 5,utut. t. Provide an 18" raised platform for any FAU, water heater, or other device in the garage which may generate a flame or spark. UMC Section 508, UPC Section 1310 (a). WON Per soils report, note on the plan the soils classification, whether or not the soil is expansive and note the allowable bearing value. Section 2905 (c). Jg~d f. The foundation plan does not comply with the Please review the report and modify design, soils report recommendations for this project. notes and details as required to show compliance: ad. Provide notes on the foundation plan listing i the soils report recomendation for foundations, slab and building pad preparation. Si. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recomendations in the soils report are properly incorporated into the construction documents (when required by the soil report). 8 4 . The soils report recomendations excavations be reviewed by soils engineer. 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 accordance with the soils report, 2. The utility trenches have been properly backfilled and compacted, and 3. The foundation excavations, formings and reinforcements comply with the soils report and approved plan." 4. Show height of all foundation walls. Chapter 23. $4. Show height of retained earth on all foundation walls. Chapter 23. n 8. If cut or fill slopes exist, show distance of ,. foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29. . Note on plans that wood shall be 6" minimum 0 Note on olans that surface water will drain above finish grade. Section 2907 (a). ... J away from building and show drainage pattern, and key elevations. On graded sites, the top of any exterior foundation shall extend above the street gutter at point of discharge or the inlet to a drainage device a minimum of 12" plus 2 percent. Section 2905 (f), 2907 (d) 5. 8{ Dimension foundation per U.B.C. Table 29A: Fioors Footin Suooorted* Stemwall Width Deoth dss 1 6" 12" 12" 6" 2 8" 3 15" 18" 7" 10" 18" 24" 8" "Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. 4 Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. Show foundation bolt size and spacing. n (&)Specify size,,I.C.B.O. number and manufacturer of power driven pins. Show edge and end distances and spacing. Section 302 (c). . If required by structural calculations, show size, imbedment and location of hold down anchors on foundation plan. Section 2312 (f), 302 (c) . f. If hold downs are required by calculations, note on olan that hold down anchors must ba tied in piace prior to foundation inspection. Section 305 (e) 1. Show adequate footings under all bearing walls and shear walls. Section 2907 (b). 95. Show on the plans stepped footings for slopes steeper than 1:lO. Section 2907 (c). Show minimum 18" clearance from grade to sd. bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c) 2. d. Show pier size, spacing and depth into undisturbed soil. Table 29-A. ,$. Show,minimum underfloor access of 18" x 24". Section 2516 (c). sq. ft. for each 150 sq. ft. of underfloor . Show minimum underfloor ventilation equal to 1 area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c) 6. lb0. Soecifv that oosts embedded in concrete shall / b; pressure ireated per UBC Std. No. 25-12. Section 2516 (c) 1. 191. Show wall bracing. Every exterior wood stud wall and main cross partition shall be braced at each end at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3. Note cross bridging or blocking. Floor joists and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held inline. Sec. 2506 (h), 2517 (a) 6. 12/16/87 6 Show blocking at ends and at supports of floor joists, rafters and trusses at exterior walls. section 2517 (d) 3, 2517 (h) 6. show double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. Bearing partitions, perpendicular to joists, shall not be offset from suooortine eirders. ~ beams, walls or partitions, moye than-&e depk of the joist. Section 2517 (d) 5. Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h) 4. 45 degrees to the horizontal. Show rafter purlin braces to be not less than Section 2517 (h) 5. Show 112" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). If. Show double top plate with minimum 48" lap splice. Section 2517 (g) 2. 25-9. . Show nailing will be in compliance with Table '+ locations per Section 2516 (E): . Show or note fire stops at the following a. In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall; b. at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; c. In concealed spaces between stair and between studs along and inline with stringers at the top and bottom of the run the run of stairs if the walls under the stairs are unfinished; and d. in openings around vents, pipes, ducts, which afford a passage for fire at ceiling chimneys, fireplaces and similar openings and floor levels, with noncombustible materials. 0 112. Show stud size and spacing. Haximum allowable m. 10'; Non-bearing: 2 x 4 ma%. 14', 2 x 6 stud heights: Bearing wall: 2 x4 and 2 x 6 max. 20'. Table 25-R-3. fR0u)OE &U5. PA" POYLR 57-03 IU ~~c-5 ar m. 14. Studs supporting two floors, a roof and ceiling must be 3 x 4 or 2 x 6 at 16" O.C. Table 25-R-3. . Note on A.I.T.C. Certificate of Compliance for slued laminated wood members shall be eiven to I the building inspector prior to instailation. Section 306 (f). 1 5. Detail all post-to-beam and post-to-footing J connections and reference the detail to the lib. Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. $7. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. [Tables 25 I, J, K and Section 4713 (d)]. plan. Section 2516 (m). of three story building. Table 25-R-3. . Show 3" x 4" or 2" x 6" studs in first story 19. Provide truss details and truss calculations Specify truss f for this project. identification numbers on the plans. Section 302 (c). . Specify all header sizes for opening over 4' (;;;\Provide calculations for main vertical and '' wide. Section 2517 (9) 5. horizontal framing members and post footings. Section 302 (b). n calculations for lateral loads, shear panels, shear transfer and related. Section 302 (b). lokr& &xfi~& - show on the plans all structural requirements developed in the structural calculations. Section 302 (c). (See coments below or at end.) . colunols and posts located on concrete or or to water splash or in basements and which masonry floors or decks exposed to the weather by concrete piers or metal pedestals projecting support permanent structures shall be supported above floors unless approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the colms or posts which they support are of approved wood 06 natural resistance to decay or treated wood is used. Section 2516 (c) 4. p0Rf~ &-,cHE&- 1 8. Show location of attic access with minimum size 119. Show draft separation for attic areas between 22" x 30". Section 3205. - units in a duplex. Section 2516 (f). 3 130. Specify plywood grade and panel identification index. Table 25-N. FLOOR lo%@/aS l3/ as a beam. Section 2517 (h). . When roof pitch is less than 3:12, design ridge 42. 131. 134. I 1$ If- +. 136. If foundation cripple wall studs are less than 14" high, framing shall be solid blocking. Section 2517 (9) 4. Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when sup orting 2 stories. Section 2517 (gp 4. Show plywood sheathing over exposed eaves, or other weather exposed areas, is exterior grade. Section 2516 (i). Show a weep screed at the foundation plate line on all exterior stud walls to be stuccoed. Section 4706 (e). Detail truss layout for 30" x 30" attic access, if required for equipment in the attic. Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. across the beams at the ridge support. Section In open beam construction, provide strap ties 2501 (b). "ICAL IUNlTOFH ME5ANIcAL CODE) All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. 1 9. Show the size, location and tpe of all heating and cooling appliances or systems. combustion air to furnace, per l/l. Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 70 degrees 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. Section 505, UMC. Note on plans, "clearances to be per manufacturer's listing." Section 504, UMC. 4. Furnace shall not be installed in any bedroom, bathroom or in a closet or confined space with access only through such room unless specified as direct vent appliance, enclosed furnace or electric heating appliance. Section 704 UMC. 14. Show I.C.B.O. approval number for prefab firenlace. lk. Show access to the attic or underfloor furnace 0 ,o to be minimum 30 inches by 30 inches. Section 708 & 709 UMC. 147. Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708 UMC. 148. Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace. Section 708 UMC. . Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. l$. Note on plan: Gas vents and non-combustible piping, in walls, passing through three floors or less shall be effectively draft stopped at UBC, Section 1706 (a) 6. each floor or ceiling. . Provide dryer vent to outside. UMC, Section 1903. 0 171. ~ll energy items shown on the plans must be in agreenent with the information shown on the Droperly completed Form CP-1R. &e. "B"REQ4, . Specify on the building plans all of the mandatory energy conservation requirements as Enerev Conservation Reauirements". listed on the enclosure titled, "Mandatory ilL)rL&Lntl*)hl n f179~show the make. model and efficiencv of the uspace heating (or cooling) system and- rovide heat loss calculations if the output + excee s 45,000 BWm.0rk OLLTPUT BOTH L~II& EA&?& show that the glazing area 17' of the addition does not exceed 16% of the newly-conditioned floor area, plus glazing removed or relocated due to the addition. 5. See additional corrections below or at end. C"D S.F.D. h LXlPLEX 1 6. Energy conservation design should be for Zone t 7. See attached energy packages. Floor drains must have auto-prime (city policy). 0 l7P 0 0 178. Note exhaust fans mot be ductless type (city policy). . New residential units must be pre-plumbed for future solar water heating. Note "two roof jacks mst be installed" where the water heater is in the one story garage and directly below the mst south facing roof (City Ordinance No. 8093). 180. Note "two 314" copper pipes must be installed to the most convenient future solar panel story garage and is not directly below the mst location when the water heater is not in a one south facing roof. (City Ordinance No. 8093). 181. All piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy). ly. Incorporate the waterproofing details, on the attached Policy 80-8, where interior living space occurs below grade at the masonrY wall(s). 0 183. Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 112383. 1 4. All new residential buildings, including f additions, require a soils report. Please submit two copies. 5. Heavy timber framing, minimum 6" x 10" beams and minimum 8" x 8" post, for the stlllcturII1 beam and column supporting the fire separation between the garage and living area above, is policy). acceptable if shown on the plans. (city 18 Retardant roof on all structures (See. 6. UBC Adopting Ordinance 8792 requires Fire 18.04.230). Show compliance with UBC Section 3203( e). 197. City Ordinance 9792 requires two parking washing machines, etc. Show compliance. spaceslunit with clear area of 2O'xZO' i.e. no 18. Please see additional corrections, or remark, ' on the following page. The City of Carlsbad has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number project. If you have any questions regarding these of 6191560-1468, to perform the plan check for your plan check items, please contact Elf Ped 1JRvtme at Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnel1 at the City of Carlsbad, 1200 Elm Avenue, telephone 6191438-1161. Thank you. Enclosures: 1. 2. 7/29/88 10 DEVELOPMENTAL SERVICES BUJLDJNG DEPARTMENT &itp of CarI4’bab CARLSBAO. CA ilxC&l860 12DOELMAVENUE THE INFORMATION LISTED BELOW MUST BE SHOWN ON THE TITLE SHEET OF THE PLANS FOR YOUR SINGLE FAMILY DWELLING J Site Address J Legal Description /Assessor’s Parcel Number J quantity of Grading in cubic yards J Contact Person - Name and daytime Phone Number Aircle any Planning Commission or City Council Action on this Property: Variance, Conditional Use Permit, Tract or Parcel Map, Zone Change, Planned Development, Redevelopment Permit, Specific Plan, . Site Oevelopment Plan PLAN CHECK NUMBER =-L,q/ cd 112383 DaterS*/Pf? CITY OF CARLSBAD Prepared by! EJJAucEkL VALUATION AND PLAN CHECK PEE 0 Bldg. Dept. 0 Esgil PLAN CHECK NO. 99 *bv BUILDING ADDRESS aOV.3 4LhA ad AP?LICANT/CONTACT _&sHma.dooD PHONE NO. BUILDING OCCUPANCY R-3?m-~ DESIGNER PHONE TYPE OF CONSTRUCTION vd CONTRACTOR PHONE I I I I I I I I Air Conditionine 1 I I Conmercial I n I I lV I Residential I a Res. or Corn. I I Fire Surinklers le I ! 1 I To tal Value I I 260 ..Fob- Building Permit Fee S s /zn.7.n7-J Plan Check Fee $ s 7g/, 9.4 Plans received by Esgil after July 31, 1987 shall have permit and plan check fees calculated per 1985 UBC. - SHEET OF 12/87 do do do / do do do 0 0 0 0 0 c1 O R ENGINEERING CHECKLIST Date: 5 -23-8s Plan Check No. 89064) Project Address: ,2043 ALG~ e. Project Name: Field Check Item Incomplete - Needs Your Action 1,2,3 Number in circle number that deficiency indicates plancheck was identified LEGAL REQUIREMENTS Site Plan 1. Provide a fully dimensioned site plan drawn to scale. Show: North ro osed arrow, property lines, easements, existin structures, streets, 0 wldt and dimensioned setbacks. 2. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway and percent (%1 grade and drainage patterns. 3. Provide legal description of property. 4. Provide assessor's parcel number. PERMITS REQUIRED Grading 5. Grading permit required. (Separate submittal to Engineering Department required for Grading Permit). 6. Grading plans in plan check PE 7. Need the following completed prior to building permit issuance: A. Grading plans signed. B. Grading permit issued. C. Grading completed. D. Certification letter and compaction reports submitted. E. Grading inspected and permit signed off by City Inspector. 8. Right-of-way Permit r d for work in public right-of-way etc). (e.g., cveway appro sidewalk, connection to water main, 9. Industrial Waste Permit application required. To be filled out completely and returned to Development Processing. dm 0 FEES REQUIRED 10. Park-in-Lieu fees required. A Quadrant: , Fee Per Unit: - , Total Fee: - 11. Traffic impact ee re ulred. Fee Per Unit: jb7OG , Total Fee: #&* , 12. Bridge and Thoroughfare fee required Fee Per Unit: @EZos , Total Fee: %Z30e. 13. Public facilities fee required. 14. Facilities management fee required. Fee: @z,Dg IS. Additional EDU’s required: A&@ Sewer connection fee: Sewer permit no. 16. Sewer lateral required: ,&dD . REMARKS: ,&& ” 4 &,. 4.- u O.K. to issue: /. - Date: 6/&/97 / / check, please call the Development Processing Department at 438-1161. If you have any questions about any of the above items identified on this plan -mm *## do 0 dn 0 do 0 PLANNING CHECKLIST Plan Check No. fl-6 .// Address aoq3 @LG& Type of Project and Use se &</Bg&& Zone /f-/-/~ BOO Use Allowed? YES - A NO Setback: Front Side / Rear Facilities Management Zone 6 Svtrict: San Dieguito - Encinitas - - Carlsbad - San Marcos - Discretionary Action Required YES - NO 5 Type - Environmental Required YES NO w-" Landscape Plan Required YES NO /' Comments - - Coastal Permit Rgquired YES - NO L/ Additional Comments OK TO ISSUE LA-", -. ... ._ .. ... ............. -~ P I :: P II II . . - & '1 5 I. 0) ! '1 : u 0) 'I i .. ! .. i' ! .. ~__-, ... ... ,. ,. ..I .. ,'\ " ,' I .... .... .. .................. '* . ,,' I. .. ,. . ,. .. 2 E n ...... ....... ,.. .. ~. . .. .. I z , 01 u Y ., .. ,. .., : '. ~. . ... . . . . , .....~ .. .. . .. .. I .. .. .. II !, t. .. I I' .. I . .. . . .~. ., . ~. ,i . . ,, I. "I .. .. .. i j i t ! I ! : j ! i ! I ! .. .. .. <. : .. I .. .. .. .. .. .... .......... .. ., . , . ..... .. -. .. .. ... '. . ". .. . ., .. . -. .. .. : ,',PTW 111 IIIII 1111I *. . p , 9" 1 I 1 - I t.' .. I. f.: Structural Consultant BENTON ENGINEERING, INC. APPClED SOIL MECHANICS - FOUNDATIONS ¶¶a0 RUFFIN ROAD SAN DIEM. CALIFORNIA 921 23 August 4, 1989 PHILIPHLNKING BENTON ,"lSIDIM - SIYIL I*G,YII" 7825 Fay Avenue Sylvester Development Suite 200 La Jolla, CA 92037 Attention: Mr. Jim Sylvester Subject; Project No. 89-4-9A Supplement to Soils Investigation Lot 149 of La'costa Valley Unit 4 Carlsbad, California Gentlemen: 2043 ALA@ KO. m. Per your request, we have reviewed the reinforcement requirements for the concrete slabs-on-grade for the planned house for Lot 149 of La Costa Valley Unit 4 in Carlsbad, California. . It has been determined that #4 reinforcement steel bars which are spaced 24 inches on center in both directions should be adequate for reinforcement of the concrete slabs. The reinforcement shall be supported to ensure that the reinforcement is centered within the concrete. contact us. If you should have any other questions regarding this project, please Respectfully submitted, .. . I BENTON ENGINEERING, INC. A Reviewed by Philip H.&'ntOn, Civil Engineer RCE No. 10332 and Geotechnical Engineer No. 138 Distribution: (2) Addressee JHB/PHB/jer A I. Thomas Engineers Consulting Engineers Land Surveyors I 1036 Commerce Street, Suite B San Marcos, CA 92069 4' (619) 471-8889 9 I Spencer Smith 1822 Encinitas Blvd. Encinitas, CA 92024 Subject :" ... " ., . i ,. $. - . , ,, ,;. , .... ,,,, ,&., , .~, >,), : :,,,, ;:+;-g Tfi .-cr Dear Mr. Smith: In accordance with your request we have compiled soils structural adjoining project$. The soils within your project are consistent information from testing and reports we have conducted on with those within the adjacent properties which we analized. We therefore feel that, subject to the recommendations below, there define criteria for construction of the anticipated structures. is no need to do further testing on your property to adequately The site soils consist of dense to medium dense marine deposits which are well-drained and sandy when removed and recompacted. A bluff, approximately 20 feet in height, traverses the southeastern portion of the Easterly parcel between the Easterly property boundary and the current rear yard setback. Structural setbacks to the top of this bluff are provided below. The portion of the subject site Westerly of this bluff generally drains Westward at a fall of 2 to 5 percent. A crib retaining wall was constructed in the area of the Southeast corner of.Parce1 4 (see attached plat). An existing subsurface concrete water storage tank is roughly centered on Parcel 3 near the Southerly project boundary. -All structural fill soils shall be nagide or compacted to within 90 percent of maximum dry density. Testing for compaction shall be provided for all structural fills .k,n excess of.6 inches in depth. Such testing shall be conducted by a Soils Engineer or Registered Civil Engineer familiar with soil mechanics. -When transition cut/fill areas are anticipated beneath a proposed structure the cut area shall be overexcavated a minimum minimize differential settling. of 24 inches and recompacted with the fill areas in order to -Footings constructed within native or compacted fill areas of the site shall be designed for a maximum soil bearing pressure of one-third for seismic and wind loads and one-fourth for roof 1500 pounds per square foot. This pressure may be increased by Building Code. No retaining walls are anticipated at this time.. loads or as provided by the current edition of the Uniform -Footings constructed op Parcel 4 shall be placed or deepened to provide a minimum 5 foot horizontal separation between the bottom of the footing and the side of the existing bluff. Additionally, the bottom of these footings shall extend beneath a 45 degree angle measured from the bottom of the bluff or crib retaining wall to the East. 2AiX:;continuous. footings,.~s,hall&a~e~:.a, mipimum 'ofi2. numberLw4&', 9 i =.,*.. , I . . . ., , . ,_./ .).., ~ ,.,, ,,., .+, 9tlld5s-oEr8" ,trebars: praced I I ?"% three;l;in~hes.,elow., ~ b . ... . the top.:and three inches above m of the footings.+ ,;,.,.,,.. . . -Prior to construction on Parcel 3 the existing subsurface water storage tank shall be removed and backfilled. In lieu of this the local building official may consider allowing the tank to remain if structural analysis of any proposed structure on Parcel concrete tank walls. Another posibility is that the designer of 3 determines that no building loads are transfered to the the proposed dwelling may wish to incorporate the storage tank into the design of the dwelling. If this is the case adequate core samples of the existing concrete walls/floors will be required in accordance with the Uniform Building Code. hesitate to give me a call. If you have any questions concerning the above please don't Sincerely, CERTIFICATION OF COMPLIANCE DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS CARLSBAD, CA 92009 (619) 438-1161 This form shall be used to determine the amount of school fees for a project and to verify permits for the projects shall be issued until the certification is signed by the that the project applicant has complied with the school fee requirements. No building appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT: - Carlsbad Unified CITY OF CARLSBAD Plan Check No. 4 San Marcos Unified 6350 Yarrow Drive Ste. A 270 West San Marcos Blvd. Carlsbad, CA 92009 (438-5710) San Marcos, CA 92069 (744-4776) Encinitas Union Elementary - San Dieguito Union High School Encinitas, CA 92024 (944-4306) 189 Union Street 710 Encinitas Boulevard Encinitas, CA 92024 (753-6491) Project Applicant: 2im se &--s=x APNZE- $20 02 Project Address: dO~f3 AL6d f RESIDENTIAL: SQ. FT. of living area (3&/ Number of dwelling units SQ. FT. of covered area SQ. FT. of garage area 707 COMMERCIAL/ INDUSTRIAL: SQ. FT. AREA Prepared By ,@ .I &L- Date 6-28- 89 FEE CERTIFICATION (To be completed by the School District) __ Applicant has complied with fee requirement - Project is subject to an existing fee agreement ~ .~ ., . - Project is exempt from Government Code 53080 > e. ':,! . . " t f<s>;:,'f &743// .. . . . .~ ~ ~ ~. . - ~~ k. ,, . .. .... .. , . ~- -. __ Final Map approval and construction started before September 1, 1986. (other school fees paid) Other Residential Fee Levied: $ 5&9&56 based on 36X/ sq. ft.@ Comm/Indust Fee Levied: $ based on sq. ft.@ , 6hh9 Scp1 District Vficial Title ' Ddte AB 2926 and SB 201 fees are capped at81.53 per square foot for residential. AB 2926 is capped at 5.25 per square foot for commercial/industrial. LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE The application must be signed by the owner (or his representative) of the property to be served. The total charges must be paid to the District at the time the application is submitted. APPLICANT MUST SUBMIT EVIDENCE OF BUILDING PERMIT WITHIN 60 DAYS. FAILURE TO MAKE SUCH SUBMITTAL WILL RESULT IN AUTOMATIC CANCELLATION OF THE SEWER PERMIT. THE SEWER CON- NECTION FEE LESS A $50 ADMINISTRATIVE FEE WILL BE REFUNDED. A six-month construction period shall be provided and sewer service charges for the balance of the fiscal year shall be collected on the tax roll in same manner as property taxes. If the six-month construction period extends shall be collected at the time of application for sewer permits. Sewer service charges for subsequent fiscal years into the subsequent fiscal year, a prorated sewer service charge for that fiscal year shall be collected on the tax roll the tax roll in the same manner as property taxes. There will be no additional fee or refund if service actually com- in the same manner as property taxes. The full sewer service charges for all subsequent years shall be collected on mences on a different date. Such applicants shall be required to notify the District, on forms provided by the District, of escrow closing on The prorated sewer service charge shall not be required in those applications for sewer permits for subdivisions. individual properties within the subdivision. Sewer service charges shall commence upon close of escrow and will be the responsibility of the buyer. 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 to the service lateral. (building sewer) from the applicant's plumbing to the point in the street (or easement) where a connection is made expense. The connection must be made in conformity with the District's specifications, rules and regulations; and The connection of the applicant's building sewer to the service lateral shall be made by the applicant at his 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 COLLECTION WILL NOT BE ACKNOWLEDGED. LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND In the event unusual construction conditions occur, such as blasting, jack hammering hard rock, dewatering, The Inspection Deposit will be refunded upon the completion of satisfactory inspection of the connection to the District's sewer system. The Inspection Deposit shall not apply in those cases in which the applicant has paid plan check and inspection fees for a subdivision. etc., the applicant shall be liable for any cost over and above the established charge. OWNER~SNAME Jim Sylvester CONNECTION FEE:$ 2,600*oo MAILINGADDRESS: 6709 Vista Mar Ave*y Apt* A LATERALSIZE:- . EASEMENT:XX~~ 485 .OO La Jolla, CA 92037 EXTRA FOOTAGE:A$/Foot EXTRA DEPTH: "@$/Foot PHONENUMBER: 459-7937 LATERAL FEE INSPECTION DEPOSIT- TRACTNAME/NO. LOT# 149 PRORATED SEWER SERV. FEE 80-70 f6 ma SERVICE ADDRESS: 2043 A1 qa Rd. 1 ASSESSOR'SPARCELNO.: 215-220-02 TOTAL TYPEOFBUILDING sf NO./UNITS~ PAID BY: CASH CHECK#- hereby agrees that the above information given is correct and agrees to the conditions as $3.215.70 Ref 15 S. PERMIT 1