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HomeMy WebLinkAbout1070 BUENA VISTA WAY; ; CB891826; Permit. BUILDING PERMIT Permit No: CB891826 01/26/90 13:08 Project No: A8903232 Page 1 of 1 Development No: Job Address: 1070 BUENA VISTA WY Str: F1: Ste: Parcel No: 155-160-23-00 .. .. Valuation: 82,420 Construction Type: NEW Occupancy Group: Class Code: Status: ISSUED Description: 2s 1197 SF ADD + 105 SF DECK Applied : 11/27/89 Apr/Issue : 01/26/90 Validated By: DC ,.. .:;q>'\.Z. fJ,:L. .,.;-: . I .. . I ,,>.r_ ; -.. .;i;:;.:. ;: .''--i . I> , - . * . i. ... . . - . .. .:it'- . .r Permit Type: RESIDENTAL ADDITION/ALTERATION ." ,... ., .. c@#=- 5f 9 Lic. 619 471-2751 OWNER : LEARD, RONALD 1070 BUENA VISTA WAY CARLSBAD, CA 92008 *** Fees Required xxlr ected & Credits *** Adjustments: * 00 .oo ____------------- _____--______-____---------- Fees : 1,001.00 Total Fees: 1,001.00 363.00 638.00 Fee description Ext fee Data _______-___-_-_-__--____3______________1-----~--- __---------------- 563.00 Building Permit Plan Check 366.00 Strong Motion Fee 6.00 Enter "Y" for Plumbing Zssue Fee > 7.50 Y Each Plumbing Fixture or Trap 7.50 Each Building Sewer 6.50 BUILDING TOTAL 935.00 * PLUMBING TOTAL 22.00 Enter "Y" for Electric Issue F 5.00 Y 10.00 REMODEL Other 15.00 15.00 Y Enter 'Y' for Mechanical Issue Fee> Install Furn/Ducts 9.00 Each Install/Reloc Appliance Vent > 1.00 4.50 4.50 29.00 * MECHANICAL TOTAL ELECTRICAL TOTAL ($10 Minimum) .. 1 CLEARANCE 1 CllY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad CA 92009 (619) 438-1161 CITY OF CARLSBAD INSPECTION REQUEST i PERMIT# CB891826 FOR 04/03/91 DESCRIPTION: 2s 1197 SF ADD + 105 SF DECK TYPE: RAD JOB ADDRESS: 1070 BUENA VISTA WY APPLICANT : LEARD, RONALD CONTRACTOR: OWNER: LEARD, RONALD REMARKS : RS/TEL/RON/ SPECIAL INSTRUCT: INSPECTOR AREA PD PLANCK# CB891826 OCC GRP CONSTR. TYPE NEW STR: FL: STE: PHONE: 619 471-2751 PHONE : PHONE: 619 INSPECTOR TOTAL TIME: CD LVL DESCRIPTION ACT COMMENTS 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP COMMENTS 051790 Final Combo CO PD 032190 Interior Lath/Drywall AP PD 031990 Rough/Ducts/Dampers AP PD 031990 Interior Lath/Drywall NR PD 031990 Insulation AP PD 031390 Insulation NR PD 030790 Frame/Steel/Bolting/Welding PA PD 022690 Shear Panels/HD's AP PD 022690 Roof/Reroof AP PD 022090 Rough Electric AP PD 020690 Ftg/Foundation/Piers AP PD UFFER 61 8" WIDE STEM -& 12/03/90 INSPECTION HISTORY LISTING FOR PERMIT# CB891826 DATE 05/ 17/90 05/ 17/9 0 03/2 1/90 03/2 1/ 9 0 03/19/90 03/19/90 03/19/90 03/19/90 03/19/90 03/ 19/9 0 03/13/90 03/13/90 03/09/90 03/07/90 03/07/90 02/2 6/9 0 02/26/90 02/2 6/9 0 02/26/90 02/ 2 0/9 0 02/ 2 0/9 0 02/06/90 02/06/90 INSPECTION TYPE INSP Final Combo RI Final Combo PD Interior Lath/Drywall RI Interior Lath/Drywall PD Insulation RI Insulation PD Interior Lath/Drywall RI Interior Lath/Drywall PD Rough/ Ducts/ Dampers RI Rough/ Ducts/Dampers PD Insulation RI Insulation PD Insulation RI Frame/Steel/Bolting/Wel RI Frame/Steel/Bolting/Wel PD Shear Panels/HD's RI Shear Panels/HD's PD Roof/Reroof RI Roof/Reroof PD Rough Electric RI Rough Electric PD Ftg/Foundation/Piers RI Ftg/Foundation/Piers PD ACT RI co RI AP RI AP RI NR RI AP RI NR RI RI PA RI AP RI AP RI AP RI AP COMMENTS T2/MH/RON/434-4765 T2/MH/RON T l/MH/RON/ 4 3 4 - 4 7 6 5 Tl/MH/RON/ 4 3 4 -4 7 6 5 Tl/MH/RON/ 4 3 4 -4 7 6 5 Tl/MH/RON T3/M/ Tl/MH/RON Tl/M/RON/434-4765 Tl/MH/RON/4 34-4 765 T l/RS/RON/ T3/MH/434-4765 UFFER & 8" WIDE STEM HIT <RETURN> TO CONTINUE... ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92 123 (619) 560.14438 ~~c'~~ hs sa L ' 11 G I 9 DATE : 11241 9 0 APPLICANT JURISDICTION: Cmcs 3 I) 13 OFILE COPY PLAN CHECK NO: $39 -I%ZC, SET: Z DUPS PROJECT ADDRESS: 1 0 T) 0 Uk30-R v (Lrn h--f-# PROJECT NAME: =-cr,w %Do. DDESIGNER The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- - cies identified %Leu) are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected 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 jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. BY :. '3w 6 I LSSC-I Enclosures: L-q 5 ESGIL CORPORATION ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 kx13s (zz~,~ \\( 2~ \ $33 SAN DIEGO, CA 92123 (619) 560-1468 DATE : (215-\ €39 JURISDICTION: CevZLSc3 R.r3 PLAN CHECK NO: @?I- \S%b SET: Z PROJECT ADDRESS: \070 Bu~Sde \\s- u~&y . EFILE COPY LDESIGNER GUPS PROJECT NAME: Pa0 w ctoo- The plans transmitted herewith have been corrected where building codes. 0 necessary and substantially comply with the jurisdiction's The plans transmitted herewith will substantially comply with the jurisdiction's building cod$s when minor deficien- , cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected 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 jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: VIS-. c*, 920533 Esgil staff did not advise the applicant contact person that plan check has been completed,maz -rVa+d ~~+\LIIv~, Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # 72+-2a&& REMARKS : By : GILSH~ Enclosures mc6\2rr I LIGT ESGIL CORPORATION GA DAA OW JURISDICTION: 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 conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances by the Planning Department, hgineering Department or other departments. Present California law mandates that residential construction comply with Title 24 and the following model codes: 1985 UBC (eff. 7/31/87) 1985 UPC (eff. 3130187) 1987 NEC (eff. 10/28/87) 1985 UMC (eff. 8/28/87) 1070 &GU+ \/ICT# b~+d The above regulations apply to residential construction, regardless of the code editions FLOOR AREA: adopted by ordinance. mRIEs: The. circled items listed need clarification, modification or change. All items have to be mm: satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. FmIARKs: 303(c), 1985 Unform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To meed up the recheck Drocess. note on this list lor a COPY) where each correction item has been PLAHaBI?EcmoHsEEEz addressed i.e.. plan sheet. sDecification, etc. Be sure to enclose the marked UD list when you submit SINc;LE FAKEY AND DUPLEX DWELLIWGS the revised Dlans. Date plans received by jurisdiction: b\Zd 84 \\I z01 89 Date plans received by Esgil Corporation: \ I Date initial plan check completed: Applicant contact person: m: PAc;Em ARB= SspWRcE AS Pm EA- NO HEEDIRG -ORs WD-. List No. 60, General Single Family Dwelling and Duplex Without Supplements. (1985 UBC) PLANS - 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 1208, San Diego, California 92123, (619) 560-1468. @ Please be all corrections on the original tracings and submit two new sets of prints, and any original plan sets that .may have been retuned to you by the'jurisdiction, to: J ;d J d /$ i $ 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. 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 engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction. Specify expiration date of license. (California Business and Professions Code). Specify on the Title Sheet of the plans the gross floor area of each element of this project including dwelling,-.garage, carport, patio, deck and balcony. 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). Section 302(c). 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 (as defined) on the elevations and dimension the distance to the floor above, for story determination. FIRE pR11136cTION Exterior walls closer than 3 feet to property lines shall be one-hour rated construction and have no openings. Such walls shall have 30 inch parapets when the building floor area exceeds 1,000 square feet on any floor. (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 504. Plastic skylights shall not be installed within 8' of an exterior wall located where openings in such exterior wall are prohibited or required to be protected. Section 5207 (a) 7. 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. Section 1710. A smoke detector shall be installed in the basement of dwelling units having a stairway which opens from the basement into the dwelling. Such detector shall be connected to a sounding device or other detector to provide an alaxm which will be audible in the sleeping area. Section 1210. When the valuation of a room addition or repair exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided at existing bedrooms per item =above. 17 2 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 walkine RoQn SIZES. LTm. VMlclLhTloW AND QAZMG Habitable rooms, other than kitchens. shall contain at least 70 square feet of floo; area. At least one room shall have not less than 120 square feet of floor area. Section 1207 (b). Window area must be at least 1/10 of the floor area and a minh 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 similar rooms 1/20 of area is required and minimum is 1.5 sq. ft. (Section 1205 (a)). At least 1/2 of the common 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. 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). 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 windows are not provided. 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 minima of 7'6". Section 1207 (a). Show height for abW3h Section 1207 (a). Dimension on the plans the 30" clear width for water closet compartments and 24" clearance in front of water closet. Section 511 (a). 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. Section 1205 (a). TOLdGt2 hdkiaj.a, --, - .. P surface, unless the glazing is leaded 0; faceted glass. Section 5406 (d) 6. 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 not exceed 44" above the floor. The window must have an openable area of at least 5.7 square feet with the minimhrm openable width 20" and the minimum openable height 24". Section 1204. f 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. The 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. The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. Section 1116. EXITS. slxmMYs. m - ;b Floors above the second story shall have not less than 2 exits. Occupied roofs may have one exit if such occupied areas are less than 500 square feet and located no higher than immediately above the second story. Section '3303 (a). Required exit doorways shall be not less than 36" in width and not less than 6'8" in height, and shall be capable of opening at least 90 degrees. Section 3304 (e). Provide 36" high protective railing for porches, balconies, and open sides of stair landings. Openings 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. ;d r/ P c~wz\ry W bsrs,wtm- 'boLTs,ah)GFz;f 7% 30\6TS. 5/10/89 3 Provide stairway and landing details. Section 3306 (b) & (c) . a. Maximum rise is 7" and minimum run is 11". When the stairs serves less than 10 occupants, or serves an unoccupied roof, rise may be 8" maximum and run 9'' minimum. b. Minimum headroom is 6'6". c. Minimum width is 36". - All handrails per Section 3306 (j), shall satisfy the following: a. Provide handrail for stairways with 4 or more risers. b. Handrail shall be 30" to 34" above the nosing of treads. c. The handgrip portion of handrail shall be not less than 1 1/4" nor more than 2" in cross-sectional dimension. Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. Such dimension need not exceed 36 inches. 3304 (i). A door may open inward at the top step of a stairway provided the top step is not more than 7 1/2" lower than the floor level. Section 3304 (h) . Provide details of winding stairway complying with Section 3306 (d): a. Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. Section 3306 (g), b. Maximum rise is 8 inches. c. Minimum width is 36 inches. Provide spiral stairway details, per Section 3306 (f): a. Minimum run is 7 112 inches measured at a inches from where the treads are point 12 the narrowest. b. Maximum rise is 9 112 inches. Maximum c. Minimum headroom is 6 feet 6 inches d. The tread must provide a clear walking area measuring at least 26 inches from the outer edge of the supporting column to the inner edge of the handrail. clear opening between risers is 6 inches. Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft. Section 3306 (f). Provide I.C.B.O. Research 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 plans shall be submitted to and approved by the building official prior to installation. In buildings over 2 stories in height, provide 3/4 hour fire-rated assemblies for all openings in the exterior wall below or within 10 feet horizontally of an exterior stairway. An exit balcony with 2 separated stairways is exempt. Section 3306 (1). Openings in exterior walls below or within 10 feet, measured horizontally, of an exterior stair shall be protected by self-closing fire assemblies having a three-fourths-hour fire protection rating when the stair serves a floor level having openings in two or more floors below it. An exit balcony with two separated stairways is exempt. Section 3306 (1). Exterior stairways shall not project into the 3 foot setback from the property lines. Section 3306 (n). The walls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as required for one-hour fire-resistive construction. Section 3306 (m> - Within units, show that corridors have a .minimum width of 36 inches. Section 3305 (b). ROOFING Specify roof slope. Roof slope is not adequate for roof type specified. Table 32-B; Section 3203 (h). Specify roof material and application. Chapter 32. Specify I.C.B.O. or U.L. approval number for roof materials not covered in U.B.C., e.g., tile, etc. Section 107. 5/10/89 4 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. The minimum slope for a fire retardant built- up roof, with cap sheet surfacing, is 1/2 inch in 12 inches. Section 3203 (e) 3. Specify minimum 114 inch per foot roof slope for drainage or design to support accumulated water. Section 3207 (a), Section 2305 (f) and Section 2511 (d) 6. Show roof drains and overflows. Section 3207. Provide skylight details to show compliance with Sections 3401 and 5207 or provide I.C.B.O. 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 1/150 of attic area or 11300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents. Show required area and area provided. 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 #9 wire in horizontal joints. Show height and construction details of all masonry walls. Chapter 24. 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 grouting, after inspection. 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 & 2312 (j)3A. Provide details for damp proofing the foundation walls, below finish grade, where usable space exists on the interior side of the walls. Section 1707 (d). Show a minimum 2" air space and flashing between planter and building walls. Section 2516 (c) 7. Garage requires one-hour fire protection on the garage side of walls and ceiling common to the dwelling. Table 5-B, Section 503 (d). All elements supporting floor above garage, including walls supporting floor joists, must have one-hour fire-resistive protection on the garage side. Section 503 (b) Show 1 3/8" solid core self-closing door for openings between garage and dwelling: 503 (d). Section Garages are not permitted to open into a room used for sleeping purposes. An occupancy separation is not required between carport and residence, provided the carport is open on two or more sides and has no enclosed uses above. Section 503 (a) Exception 3. Section 1104. .Section 3304 (h). 7{ Show garage framing sections, size of header over garage opening, lateral cross bracing at plate line, method bracing garage front and holddowns if required. Chapter 23. NOTE: for height-to-width. Table 25-1. Maximum shear panel ratio is 3 1/2 to 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. 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). 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). The foundation plan does not comply with the soils report recornendations for this project. Please review the report and modify design, notes and details as required to show compliance: 5 lO/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 (d) 6. 1 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.supporting girders, beams, walls or partitions, more than the depth of the joist. Section 2517 (d) 5. 109 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 Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 5. Show double top plate with minimum 48" lap splice. Section 2517 (9) 2. 06 6 l9Q P P (h) 4. l,d. %oj;.nailing will be in compliance with Table Show or note fire stops at the following locations per Section 2516 (f): f a- b. C. d. 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; at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings ; In concealed spaces 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, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. Show stud size and spacing. Maximum allowable stud heights: Bearing wall: 2 x4 and 2 x 6 max. 10'; Non-bearing: 2 x 4 max. 14', 2 x 6 max. 20'. Table 25-R-3. Studs supporting two floors, a roof and ceiling must be 3 x 4 or 2 x 6 at 16" O.C. Note on A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Detail all post-to-beam and post-to-footing .J connections and reference the detail to the plan. Section 2516 (m). Detail shear transfer connections, including ' roof and floor diaphragms, to shear walls. Section 2513. 119 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)]. 1 0. Show 3" x 41t or 2" x 611 studs in first story of three story building. 1 1. Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. 2. Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). 1 3. Provide roof ' framing plan and floor framing plan. Section 302 (c). 124. Provide framing sections through ;J' Table 25-R-3. ection 306 (f). Y Table 25-R-3. P i 16. / Section 302 (c). A 1 5. Specify all header sizes for opening over 4' wide. Section 2517 (g) 5. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (b). / . . I ,. .- . -. .. .. . . . . , .. -. . . . . . . . . . . 127 Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (b). 28 Show on the plans all structural requirements developed in the structural calculations. Section 302 (c). (See comnents below or at end. ) Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting 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 of natural resistance to decay or treated wood is used. Section 2516 (c) 4. Show location of attic access with minimum size " 22" x 30". Section 3205. 1 2. Show draft separation for attic areas between P units in a duplex. Section 2516 (f). P P Ir' l# mcU "ICAL CODE) All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. 1. Show the size, location and type of all heating and cooling appliances or systems. Show source of combustion air to furnace, per ; Chapter 6, UMC. 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. 145 Note on plans, "clearances to be per 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 specified as direct vent appliance, enclosed furnace or electric heating appliance. Section 704 UMC. / L Section 505, UMC. 6 - Show I.C.B.O. approval number for prefab fireplace. Specify plywood thickness, grade and panel identification index. Table 25-N. l&. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). l+. If foundation cripple wall studs are less than 14" high, framing shall be solid blocking. Section 2517 (g) 4. 6. Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (9) 4. . Show plywood sheathing over exposed eaves, or other weather exposed areas, is "bonded with exterior glue." Plywood used for exterior wall covering shall be the exterior type. Section 2516 (i), 2516(g)3. 8. 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. In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b) . J # P +* Show access to the attic or underfloor furnace to be minimum 30 inches by 30 inches. Section 708 & 709 UMC. Note that passageway to the attic furnace 'shall be unobstructed and have continuous solid flooring not less than 26 inches wide. Section 708 UMC. . 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. . Note on plan: Gas vents and non-combustible l? piping, in walls, passing throua three floors shall be effectively draft stopped at or less each floor or ceiling. UBC, Section 1706 (a) 6. 3. Provide dryer vent to outside. UMC, Section 1903. Provide notes on the foundation plan listing the soils report recommendation for foundations, slab and building pad preparation. 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 recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report). The soils report recommendations 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." Show height of all foundation walls. Chapter 23. Show height of retained earth on all foundation walls. Chapter 23. 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 above finish grade. Section 2907 (a). Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 2905 (f) . For buildings adjacent to slopes steeper than 3:1, the top of any exterior foundation shall extend above the elevation of the street gutter at point of . discharge or the inlet of an approved drainage device a minimum of 12 inches plus 2 percent. Dimension foundation Der U.B.C. Table 29A: . Show foundation sills to be pressure treated, or equal. Show foundation bolt size and spacing. Section 2907 (f). 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, show size, imbedment and location of hold down anchors on foundation plan. Section 2312 (f), 302 (c). If hold downs are required, note on plan that hold down anchors must be tied in place prior to foundation inspection. Show adequate footings under all bearing walls and shear walls. Section 2907 (b). . Show on the plans stepped footings for slopes Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c) 2. Show pier size, spacing and depth into Show minimum underfloor access of 18" x 24". Section 2516 (c). Show minimum underfloor ventilation equal to 1 sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. . Specify that posts embedded in concrete shall be pressure treated per UBC Std. No. 25-12. Section 2516 (c) 1. Section 2516 (c) 3. PI 4 .t/ 7 Section 305 (e) 1. Y 9 ' steeper than 1:lO. Section 2907 (c). + s4. undisturbed soil. Table 29-A. 2 P Section 2516 (c) 6. Show wall bracing. Every exterior wood stud wall and main cross-stud 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. A In 2-story buildings, shear panels at the first story (at least 48 inches in width) shall be located at eack end or as near thereto as possible and comprise at least 25 percent of the linear length of the wall, or Section 2517(g)3. u F@dN-r kmm0E.l' /!& Footinq S orted* Stemwall Width Depth Thickness ' 1 6" 12" 12" 6" 2 8" 15" 18" 7" 3 10" 18" 24" 8" J'Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. ELECIXICAL tNATIcmht ELECIRICAL CoDEI All wiring shall comply with the National Electrical Code. 'Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels. If service is over 200 amps, submit single line diagram, panel schedule and load calculations. f Show location of all electrical receptacles. Electrical receptacle locations and/or spacing is not adequate in I Show at least one convenience outlet other than outlets for laundry, etc., outdoors, in garages and basements. NEC, Art. 210-52. 158 Note convenience outlets in counter top(s) within 6 sink, outdoors, and in garages and basements (other than for laundry and similar equipment) shall be GFI protected. NEC, Art. 210-8. Note electrical system ground to be provided per NEC, Art. 250-81. P Show water heater size, type and location on plans. UPC, Section 1301. 1. Show source for providing combustion air to fuel burning water heater. If wall openings in an enclosure are used, at least one-half of the required opening area shall extend into the upper twelve inches of the enclosure and one- half within the lower twelve inches. LPC, Section 1307. . Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section 1309. barrier to. protect water heater from vehicle damage. UPC, Section 1310. 4. Show T and P valve on water heater and show f 3 l6/ Provide adequate >d route of discharge line to exterior. ' UPC, Section 1007 (e). sprinkler system shall have approved backflow prevention devices. UPC, Section 1003(h) & Note on the plan that hose bibbs and lawn (i). Show shower stall can accommodate a 30" circle and has a minimum floor area of 1,024 sq. in. UPC 909 (d). Show details of duplex common (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibels and an Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibels. / 25- . 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. achieve STC of 50 between garage and living area if garage use is not controlled by resident. Title 25. Provide insulation in walls and ceiling to / ENERGP CONSERVATION 4. Permit applications received after June 30, 1988, are regulated by the new Residential Energy Standards. Provide plans, calculations and worksheets to show compliance. 1. The new regulations require a properly completed and properly signed Form CF-1R 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 i/ .requirements of the approved energy design. Section 1403(a)l, Title 24, states that Form CF-1R shall be signed by the person responsible for its preparation. The signer shall be a civil engineer, mechanical engineer, electrical engineer, architect, general building contractor, mechanical contractor, or electrical contractor licensed or registered to practice by the State of California or other individual eligible under Division 3 of the Business and Professions Code to sign such documents. Document signers are subject to the limitations in Division 3 of the Business and Professions Code. Please provide the signature. 173. All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-1R. ~ 5/10/89 9 Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Ener~v Conservation Requirements". Show the make, model and efficiency of the space heating (or cooling) system and provide heat loss calculations if the output exceeds 45,000 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. Provide fluorescent general lighting . in kitchen(s) per CAC, Title 24, 2-5352(J). Please see additional corrections, -or-rewerks, jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 6191560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact at Esgil Corporation. sku Thank you. n 5110J89 10 _-- + 3 BUILDING PORTION EUILDING AREA VALUATION VALUE MULTIPLIER .. Jurisdiction cv3ruWW Air Conditionha Commercial . -.. Residential Res. or Comm. Fire Sprinklers Prepared by I c @ @ @ Jlv\/\ VALUATTON AND PLAN CHECK FEE Bldg. Dept. 0 Esgil PLAN CHECK NO. 89 -I 82 cp BUILDING ADDRESS \Ole i3dc-m I) Isn9 Li)tybj APPLICANT/CONTACT Cwcu PHONE do, 724 Zo68 BUILDING OCCUPANCY E-3 two') DESIGNER PHONE TYPE OF‘ CONSTRUCTION \)- tJ CONTRACTOR PHONE (1 I 1 Total Value Building Permit Fee $- 563100 d- Plan Check Fee $ 3GS195” $ COMMENTS; SHEET OF 12/87 t BUILDING PLANCHECK ENGINEERING CHECKLIST DATE: /..-/i-89 ITEM COMPLETE PLANCHECK NO. 8?/826 0 ITEM INCOMPLETE - NEEDS YOUR ACTION 1 2 3 /070 BUEM hrs /&Y SNR X ITEM SELECTED TDD cc HH EE 00 C H E C K 0 0 0 LEGAL REQUIREMENTS Site Plan 1. Provide a fully dimensioned site plan drawn to scale. Show: north arrow, property 1 ines, easements, existing and proposed structures, streets, existing street improvements, right-of- way width and dimensioned setbacks. 2. Show on site plan: Finish floor elevations, pad elevations, elevations of finish grade adjacent to building, existing topographical 1 ines, existing and proposed slopes, driveway with percent (%) grade and drainage patterns. 3. Provide legal description and Assessors Parcel Number. Discretionary ADDroval ComDliance %. 4. No Discretionary approvals were required. 5. Project complies with all Engineering Conditions of Approval for Project No. 6. Project does not comply with the following Engineering Conditions of Approval for Project No. Conditions complied with by: Date: Field review completed. with the site plan were found: Field Review ,h7. No issues raised. 8. Field Review completed. The following issues or discrepancies A. Site lacks adequate public improvements. B. Existing drainage improvements not shown or in conflict with site plan. C. Site is served by overhead power lines. D. Grading is required to access site, create pad or provide for ultimate street improvement. FRM0010.DH 08/29/89 E. Site access visibility problems exist. Provide onsite F. Other: turnaround or engineered solution to problem. Dedication Reauirements $. 9. No dedication required. 10. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropri ate 1 egal description together with an 8%” x 11” plat map and submit with a title report and the required processing fee. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. The description of the dedication is as follows: Dedication completed, Date: By: Imwovement Reauirements 11. No public improvements required. SPECIAL NOTE: Damaqed or defective imDrovements found adjacent to buildinq site must be reDaired to the satisfaction of the Citv insDector Drior to OccuDancv. ‘12. Pub1 ic improvements required. This project requires construction of public improvements pursuant to Section 18.40 of the City Code. Please have a registered Civil Engineer prepare appropriate improvement plans and submit. for separate pl ancheck process through the Engineering Department. Improvement pl ans must be approved, appropri ate securities posted and fees paid prior to issuance of permit. The required improvements are: Improvement plans signed, Date: By: FRMOOlO. DH 08/29/89 13. Improvements are required. Construction of the public improvements may be deferred in accordance with Section 18.40 of the City Code. Please submit a letter requesting deferral of the required improvements together with a recent title report on the property and the appropriate processing fee so we may prepare the necessary Future Improvement Agreement. The Future Improvement Agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future Improvement Agreement completed, Date Gradina Reauirements 13a. Inadequate information available on site plan to make a determination on grading requirements. Please provide more detailed proposed and existing elevations and contours. Include accurate estimates of the grading quantities (cut, f i 11 , import, export). No grading required as determined by the information provided on the site plan. &<14. 15. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted for separate plan check and approval through the Engineering Department. NOTE: The Gradinq Permit must be issued and qradinq substantially comDlete and found acceotable to the City Inspector Drior to issuance of Buildinq Permits. Grading Inspector sign off. Date: By: Mi scell aneous Permits 16. Right-of-way Permit not required. 17. Right-of-way Permit required. A separate Right-of-way Permit issued by the Engineering Department is required for the following: xl8. Sewer Permit is not required. 19. Sewer Permit is required. A Sewer Permit is required concurrent with Building Permit issuance. The fee required is noted below in the fees section. Industrial Waste Permit is not required. b 20. FRM0010.DH 08/29/89 - 21. Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Appl icantion Form and submit for City approval prior to issuance of Building Permits. Permits must be issued prior to occupancy. Industri a1 Waste Permit accepted - Date: By: Fees Reaui red YkZZ. Park-in-Lieu Fee A$&Z3. Traffic Impact Fee A$&-24. Bridge and Thoroughfare Fee Quadrant: -+ Fee per Unit: Total Fee: hub Total Fee: miA Total Fee: mu& - Fee Per Unit: i Fee per Unit: &25. Public Facilities Fee required. @27* Fee: m,&& Fee: $!26. Facilities Management Fee Zone: 1 EDU’s 9Wt& 72 _c__ Sewer Fees Permit No. U 28. Sewer Lateral required: Fee: 9WU& ENGINEERING AUTHORIZATION TO ISSUE PERMIT FRM0010.DH PLANNING CHECKLIST do 0 Plan Check No. - )%a- Address P1 anner Phone 438- 1161 Type of Project and Use APN: /! -/60-23 (Name) SF &An/< -. Zone g- I Facilities Management Zone / Leaend Item Complete @) Item Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number that deficiency was identified Environmental Review Required: YES NO 6 TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval Discretionary Action Required: YES NO TYPE APPROVAL/RESO. NO. DATE: PROJECT NO. * OTHER RELATED CASES: Compliance with conditions of approval? If not, state conditions which require action. Condi ti ons of Approval Coastal : YES 50 DATE OF APPROVAL: // ,&k’l ,de!- Compliance with conditions of approval? If not, state conditions which requi re action. Condi ti ons of Approval 00 00 0 an 0 on o a0 c3 00 0 00 0 No + Landscape Plan Required: YES See attached submittal requirements for 1 andscape plans Site Plan: 1. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property 1 i nes, easements, exi sting and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. 2. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical 1 ines, existing and proposed slopes and driveway. 3. Provide legal description of property. 4. Provide assessor’s parcel number. Zoni nq: Setbacks : ob - 1. Front: c/ Required Shown Int. Side: Required Shown Street Side: Required Shown Rear: Required Shown 2. Lot coverage: Requ i red Shown 3. Height: Requ i red Shown 4. Parking: Spaces Requi red Shown Guest Spaces Required Shown Additional conents and remarks have been ude on the building plans. These marked-up plans may be picked up at the Building Department. These marked- up plans rust be resubaitted with the revised plans for this project. Have plans been marked up? YES NO Additional Comments u PLNCK. FRM 31955 Rockinghorse Rd. hondido, California 92026 Bw 728-8549 City of Carlsbad Dept. of Engineering Carlsbad, California. KENNETH G. WILKES, Consulting Engineer In ENCI Re: Addition to Residence for Ron and Paula Leard 1070 Buena Vista Way Carlsbad, California Gentlemen; I have examined the founGation material underlyinp: the existing residence at the above noted address. The material is in-situ water deposited sand of uniform fine texture. This material is capable of supportinF; a foundation load of at least 1500 lbs. per square foot. A typical two-story residential building shouI.dnot require a foundation of creater bearinc capability. kenneth G. Wilkes E.C.E. $7192 L Stale of California, George Deukmejian , Governor I California Coastal Commission 1333 Camino Del Rio S., Suite 125 San Diego, Ca 92108 (619) 297-9740 I .. This is to certify that this location and/or proposed project has been reviewed by the staff on the San Diego Coast District Commission. A coastal development permit is not necessary because of the item(s) checked belo= obtained. -. . Appropriate local permits may now be The site is not located within the coastal permit area as adopted in the California Coastal Act of 1976 and effective January 1, 1977, and modified effective January 1, 1980. c The proposed development is included in Catagorical Exclusion No, adopted by the California Coastal Commission. The proposed development is judged to be repair or maintenance activity not resulting in an addition to or enlargement or expansion of the object of such activities (Section 30610(d) of Coastal Act). ’- .I proposed development is an improvement to an existing single family (Section 30610(c) of the Coastal Act) and not located in the area between the sea and first coastal road or 300 feet (whichever is greater) (Section 13250(b) (4) of Administrative Regulations) . The proposed development is an improvement to an existing single family residence and is located in the area between the sea and the first coastal road or 300 feet (whichever is greater) but is not a) an increase of 10% or .- mre of internal floor area, b) the construction of an additional story, or c) a significant non-attached structure (Sections 30610 (a) of Coastal Act and Section 13250 (b) (4) of Administrative Regulations) . The proposed development is an interior modification to an existing use with no change in the density or intensity of use (Section 30106 of Coastal.ACt). The proposed development is an improvement to a structure other than a single family residence or'public works facility and is not included in excluded catagories of development (Section 13253 of Administrative Regulations).' The proposed development is the rebuilding of a structure, other than-a public works facility, destroyed by natural disaster. The replacement conforms to all of the requirements of Coastal Act Section 30610(g). . -. The proposed development is exempt under Section Commission's "Interpretive Guideline on Exclusions from Permit Requirements." Other: of the -. -. .. .. .. This certification is based on information provided by theirecipientof this letter. If, at a later date, this information is found to be incorrect, this letter will become invalid, and any development occuring must cease until a coastal development permit is obtained. Very truly yours, Charles Dam ~ District Director t s , t' OL 5 II , : '. 1. , ...... .... i . -- c i. r -0 ? ". ._ ..x, _,.^.,. -..*._ , .--.'.._ . .. ... _I._ ..... .,- ..... ., .... ....I - . .- .... . &. .... ,. . .. - ^I , ..... ._ . .... .... ... -. ...... ... ... .- ." , .. ~. .. _.-.., "_ ....... ~ ..c . . . _. ...... ._. i .* .... c . -. ., .* ......... ... .. .. .... I .... -. ... ..... . ., ....... . ', . CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS CARLSBAD, CA 92009 (619) 438-1161 Plan Check No. gy'*'' This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT: HCarlsbad Unified sb/ San Marcos Unified 270 West San Marcos Blvd. Carlsbad, CA 92009 (438-5710) San Marcos, CA 92069 (744-4776) Encinitas Union Elementary 189 Union Street 710 Encinitas Boulevard Encinitas, CA 92024 (944-4306) Encinitas, CA 92024 (753-6491) San Dieguito Union High School Project Applicant: &A? e b APN: ,445 - /& -23 Project Address: m7f3 4u-k L/.r74 u/P RESIDENTIAL: SQ. FT. of living area /070 Number of dwelling units SQ. FT. of covered area SQ. FT. of garage area COMMERCIAL/ INDUSTRIAL: SQ. FT. AREA Prepared By Date '/LY/P9 FEE CERTIFICATION (To be completed by the School District) / Applicant has complied with fee requirement under Government Code 53080 \\'I Project is subject to an existing fee agreement Project is exempt from Government Code 53080 Final Map approval and construction started before September 1, 1986. (other school fees paid) Other \ Residential Fee Levied: $_bC.cn9 .So based on (,a 1 c) sq. ft.@ $a. rLl Comm/Indust Fee Levied: $ based on sq. ft.@ AB 2926 and SB 201 fees are capped at $1.56 per square foot for residential. AB 2926 is capped at $.26 per square foot for commercial/industrial.