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HomeMy WebLinkAbout1639 TAMARACK AVE; ; CB891018; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 11-12-2008 Building Permit Permit No:CB891018 Building Inspection Request Line (760) 602-2725 Job Address 1639 TAMARACK AV CHAD Permit Type RAD Sub Type Parcel No 2071204400 Lot # Status EXPIRED Valuation $0 00 Const Type NEW Applied 07/12/1989 OccGroup Reference # Entered By JPY Appr/Issued Project Title ROOM ADD 93 5 SF Inspect Area Applicant Owner TRACEY , LANCE GRANATA JOSEPH F&NELLY F 770 MUNEBVAR RD CARDIFF, CA 92007 436-4449 Total Fees $59 00 Payments To Date $59 00 Balance Due $0 00 Description Fee Other 59 00 FINAL APPROVAL Inspector Date Clearance NOTICE Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as lees/exactions" You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any olher required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009-4859 (619)438-1161 MISCELLANEOUS FEE RECEIPT Applicant Please Print And Fill In Shaded Area Only ADDRESS £/vr2.L<5 fi/q f^> C A , ASSESSOR'S tix- 0 _ _ o nCLCtPARCEL NO "^ <L<J / 1 Ci^~r~r OWNER JOSft-lfH ^l2^K)^vT^\. OWNER'S / f *>cs TA iTJ/Vf? jTLC fr"MAILING ' •" ' ' ** -»K^*v.i^ ADDRESS O3*2_tSI'S/}O> OA , CITY CAriLSr^/vr) ZIP 9 20^ TEL 9^-^675" CONTRACTOR (&(J]&f\\\-\lg,Q O O>^ S PJ2. CJ C T^| O lo CONTRACTOR'S f^0 fS QX / I ST^ MAILING r,*a.,»-> Olpzp CJ9/->r>"7ADDRESS * ' l > ' c^t^ ^ ' \ CITY ^/Vf^.O\ l2-^ ZIP ^ZOOTTEL ^3^'^^<T> STATE ^rn2_C*^ BUSINESS .rs ^ m I/ , LICENSE NO '«—-'-' LICENSE NO ( ) /^ ^7 //^ «,«n,w««M R^iAM\anA ,nTn ^ SCK ^' r . LEGAL DESCRIPTION f^>^^Li,^\f\ S» f^ m^P <?)S~?- DESCRIPTION OF WORK r>D&/ty /^ IX L/ /2 <? ^r" v*"?***/ ) ^) •**' " CONTACT PERSON L/^Y)Cfe- T^^^Gi /^ 9^ ADDRESS ~7^D frTLSYl f&MQ 3g RO CITY C^ZDj^lT ZIP 9^00? TEL V36"4^V9 PLAN ID NO C~>/^\ / x^N / CV^9_ /o/ 8^ 8219 07/12/89 0001 01 05 Misc 59.00 VALIDATION AREA /^ "2^^ FRTMATFnVAIIIATION ^(-4 O^-^ O P, AM HHFOK FPF 00181000008821 ^ ^? IF THE APPLICANT TAKES NO ACTION '/ WITHIN 180 DAYS, PLAN CHECK FEES WILL BE FORFEITED C3 CHECK IF SUBMITTED Q 2 ENERGY CALCS r-i 2 1987 ENERGY CALCS ^ FOR NON RESIDENTIAL BLDGS Q 2 STRUCTURAL CALCS D 2 SOILS REPORTS n 2 SELF ADDRESSED ENVELOPES DATE GIVEN/ DATESENT TO APPLICANT LA COSTA LETTER SCHOOL FEE FORM P & E CORRECTIONS LIST CERTIFICATE OF OCCUPANCY APPLICANT'S SIGNATURE White - File Yellow Applicant Pink - Finance Gold Assessor ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619) 560-14^8 DATE:!~1 APPLICANT. JURISDICTION: PLAN CHECK NO: CITY OF CARLSBAD - \o\SET: T PROJECT ADDRESS :_J_6_3cf PROJECT NAME: ^5"FD V 4-Ton.- ri (^ H JURISDICTION PLAN CHECKERQFILE COPY QUPS nDESIGNER ( 4d . D 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 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: t I I t ^ -^ ,' ~\1O N-'A i? ru?.\tn T- kzri . P.I Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: REMARKS: Telephone # 7 By: <feOgrq?o Jjjf?^Lo> ESGILCCORPORATION QGA LJAA Dvw QDM Enclosures : >3f-ov- ,*-"--,- -" ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 56O-1468 DATE: JURISDICTION: PLAN CHECK NO: PROJECT NAME: CITY OF CARLSBAD PROJECT ADDRESS: - io\SET; O aJURISDICTION--^ QPLAN CHECKER QFILE COPY QUPS FjDESIGNER D I — | I _ I 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 __ 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: T7d? LAun^unr- Q.l Esgil staff did not advise the applicant contact person that plan check has been completed. f1 Esgil staff did advise applicant that the plan check has — been completed. Person contacted: Date contacted: (| REMARKS: Telephone # By: \^»g.ro 10 J\ 3 i; ESGILO30RPORATION DGA DAA Dvw QDM Enclosures: >Sheoi- -I PLAN CHECK HO; JORISDICTIOB; CITY OF CARLSBAD TO:nccz n g: ENCLOSURES: PROJECT ADDRESS; I 6 3 <^t 1CT n* q r-<3 W- HJOOR AREA; STORIES: HKllJ-rrr * REMARKS: PLAN COKKKCTIOH SHEET CITY OF CARLSBAD SIHGLE FAMILY AHD DUPLEX DWELLINGS Date plans received by jurisdiction 7/jg/gV Date plans received by Esgil Corporation: 7/1-5/8^ Date initial plan check completed: 7/26/6*? BV; xSgrofo i Q_ Applicant contact person- ~ Te 1 ephone: _ tIFOREWORD: PLEASE READ 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 conservatioru^noise__attenuation and access for the handicapped.me plan cnecK is forced by the Building Inspection! Department. You may have other corrections based) on laws and ordinances by the Planning Department, I Engineering_Departmeiit or other departments '. Present California law mandates that residential construction comply with Title 2A- and the following model codes: 1985 UBC (eff. 7/31/87) 1985 UPC (eff. 3/30/87) 1987 NEC (eff. 10/28/87) 1985 UMC (eff. 8/28/87) The above regulations construction, regardless adopted by ordinance. apply to residential of the code editions The circled items listed need clarification, modification or change. All items have to be satisfied before the plans 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 speed up the recheck process. note on this listl (or a copy1) where each correction item has been! [addressed i e.. plan sheet, specification, etc Bel sure to enclose the marked up list when you submit I the revised plans NOTE: PAGE NUMBERS ARE NOT IH SEQOERCE AS PAGES HAVING NO ITEMS NEEDING CORRECTIONS WERE DELETED. List No. 63, Carlsbad Single Family Dwelling and Duplex With All Supplements (1985 UBC) or 2.. © © FLAMS 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 #208, 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. 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. 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 proposed building Section 302(c). lines to 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. FIKK PROTECTION 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. Section 1710 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. **"^ ^dc «oo"T° r^c?"Vot 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 stairway 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 or repair exceeds $1,000, or when sleeping roons are created, smoke detectors shall be provided at existing bedrooms per item 16 above \T <gn.<aris 4-n <2:fcc got- 4kg»ion. 5/10/89 ROOM SIZES. LIGHT. VEHTILATION AND GLAZIHG y^e 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 square feet of floor area. Section 1207 (b) <^_-—u 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 deficien^ in 031^ ts \ ct n ^5» T& QJ^_ L?m <s>\ 9< Vion. i- 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 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). 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. Section 1205 (a). No habitable room, other than a kitchen, shall be less than 7'0" in any dimension. Section 1207 (c). „ . «->• &houf < T on. plan.<y Show that ceiling height for habitable rooms is a minimum of 7'6". Section 1207 (a). Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7'0". 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. [31 ] 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 (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 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 1/3 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. Section 1716. The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. EXITS. STAIRWAYS. AKD RAHJUGS 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. / K PL.AVJ 1.VID gQOU (GOMPLE.TE.) 5/10/89 y Provide stairway and landing details 3306 (b) & (c) Section Maximunfrise 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 Minimum headroom is 6'6". MinuDum width is 36" All handrails per Section satisfy the following. 3306 (j), shall Provide handrail for stairways with 4 or more risers Handrail shall be nosing of treads 30" to 34" above the 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. Section 3306 (g), 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. 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 1/2 inches measured at a point 12 inches from where the treads are the narrowest b Maximum rise is 9 1/2 inches. Maximum clear opening between risers is 6 inches. 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 x 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 0 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 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 0 or U.L approval number for roof materials not covered in U B C., e.g , tile, etc. Section 107. 5/10/89 The maxi_mum 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 mininum 1/4 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 0 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 1/300 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) t . MASOMRg (64J Provide fireplace construction details or note ^—' construction to be per attached fireplace standard drawing. Chapter 37. (65J 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 AND CARPORTS 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. Section 503 (d) Garages are not permitted to open into a room used for sleeping purposes Section 1104. 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. 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. Maximum shear panel ratio is 3 1/2 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). Provide an 18" raised platform for any FAU, water heater, or other device in the garage which aiay generate a flame or spark. UMC Section 508, UPC Section 1310 (a) TOONDATOM ( 79 J Per soils report, note on the plan the soils _x classification, whether or not the soil is expansive and note the allowable bearing value. Section 2905 (c) 80 The foundation plan does not comply with the soils report recommendations for this project. Please review the report and modify design, notes and details as required to show compliance __ ____ corvg.c.if> n U<|7) orx oo 8 cC a \- r?vr-<fob. <• ° t- <r. c? I a CJZ.^—-j" i £2- i | r' ' > i ^ r -£^ ' i - . S* ... S M ' - ill •O (\Ojh *>Uq{( (o<y v-(^\/?g.g^( adCO*-di\gft' le-:av*&. or <on £>*£ 5/10/89 81. Provide notes on the foundation plan listing the soils report recommendation for foundations, slab and building pad preparation 82. 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) 83. 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 " 8/. Show height of all foundation walls. Chapter ' 23. 86. Show height of retained earth on all foundation f walls. Chapter 23 rS?) 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). &8) 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 31, 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 per UBC Table 29A. Floors Supported'1* 1 2 3 Stemwall Width 6" 8" 10" 12" 15" 18" 12" 18" Footing oth Thickness 6" 7" 8" / Show foundation sills to be pressure treated, or equal Section 2516 (c) 3 Show foundation bolt size and spacing Section 2907 (f) Specify size, I C.B 0 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 Section 305 (e) 1 Show adequate footings under all bearing walls and shear walls Section 2907 (b). Show on the plans stepped footings for slopes steeper than 1.10 Section 2907 (c) Show minimum is" clearance from grade to bottom of floor joists and minim™ 12" clearance to bottom of girders. Section 2516 (c) 2. Show pier size, spacing and depth into undisturbed soil. Table 29-A. . Show minimum underfloor access of 18" x 2V. 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. Section 2516 (c) 6 Specify that posts embedded in concrete shall be pressure treated per UBC Std No. 25-12 Section 2516 (c) 1. FRAMING »n p|arr» 5, fl03) 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 U diagonal let-in braces or equivalent Section 2517 (g) 3. In 2-story buildings, shear panels at the first story (at least US inches in width) shall be located at each end or as near thereto as possible and comprise at least 25 percent of the linear length of the wall, or provide design Section 2517(g)3. i Jo 'Foundations may support a roof in addition to the floors Where only a roof is supported, use foundation for one floor 5/10/89 106. yf. Note cross b'ridging 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 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 >lfou/f4-@ terC'tPorv A-A Show rafter ties Rafter ties shall be spaced ^—f 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) 4 110. Show rafter purlin braces to be not less than / 45 degrees to the horizontal. Section 2517 (h) 5. yn.. Show double top plate with minimum 48" lap / splice. Section 2517 (g) 2. Show nailing will be 25-Q. in compliance with Table (113) Show or note fire stops at the following locations per Section 2516 (f): 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 stud heights: Bearing wall max 10'; Non-bearing: 2 x max. 20' Table 25-R-3. Maxi_mum allowable 2 x'* and 2x6 4 max IU1, 2x6 Studs supporting two ceiling must be 3 x 4 Table 25-R-3 floors, a roof and or 2 x 6 at 16" o c A Note on A.I T C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 306 (f) Detail all post-to-beam and post-to-footing connections and reference the detail to the plan Section 2516 (m). f 118 1 Detail shear transfer Connections, including ^ — ' roof and floor diaphragms, to shear walls. Section 2513 ino. 119J 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 U713 (d)]. Show 3" x V or 2" x 61 of three story building. studs in first story Table 25-R-3. Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. \TL. Show 1/2" minimum clearance between top plate ' of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). Provide roof framing plan plan. Section 302 (c). t. Provide framing sections through Section 302 (c). 125) Specify all header sizes for opening over 4' wide Section 2517 (g) 5 1/6 Provide calculations for main vertical and ' horizontal framing members and post footings Section 302 (b). 5/10/89 yf. yt. Provide calculations for lateral loads, shear panels, shear transfer and related Section 302 (b) Show on the plans all structural requirements developed in the structural calculations Section 302 (c). (See comments 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. 111. Show draft separation for attic areas between / units in a duplex. Section 2516 (f). (l33) Specify plywood thickness, grade and panel identification index. Table 25->S- I When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). If foundation cripple wall studs are less than 14" high, framing shall be solid blocking. Section 2517 (g) 4. 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 (g) 4. fl37} 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. 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). yi. MECHANICAL (UNIFORM MECBAMICAL CODE) All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code Show the size, location and type of heating and cooling appliances or systems. all yt. 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 Section 505, UMC. 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. Show ] 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 & 709 UMC. Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 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 piping, in walls, passing through three floors or less shall be effectively draft stopped at each floor or ceiling UBC, Section 1706 (a) 6 Provide dryer vent to 1903 outside. UMC, Section 5/10/89 ELECTRICAL (HATIOMAT. VT.ECTRICAI. CODE) All wiring shall comply with the National Electrical Code. 15/*. 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 135. Show location of all electrical receptacles ljj/b. Electrical receptacle locations and/or spacing / is not adequate in Show at least one convenience outlet other than outlets for laundry, etc., outdoors, in garages and basements. NEC, Art. 210-52. Note convenience outlets in bathrooms, kitchen counter top(s) within 6 feet of the kitchen 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. PLUMBIMG (UNIFORM PUMBIHG CODS') Show water heater size, type and location on plains UPC, Section 1301. 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. UPC, 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. , Provide adequate barrier to protect water heater from vehicle damage UPC, Section 1310 Show T and P valve on water heater route of discharge line to exterior. UPC, Section 1007 (e). and show 1«B Note on the plan that hose bibbs and lawn sprinkler system shall have approved backflow prevention devices UPC, Section 1003(h) & (1)- Show shower stall can accommodate a 30" circle and has a minimum floor area of 1,024 sq in UPC 909 (d) NOISE DiSULATIOH (DuTLEXES') 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 Title 25. . Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhau&t ducts shall be sealed, lined, or insulated to maintain required sound transmission rating Title 25 . Provide insulation in walls and ceiling to achieve STC of 50 between garage and living area if garage use is not controlled by resident Title 25 EHERGY CONSERVAIIOM %£ Permit applications received after June 30, 1988, are regulated by the new Residential Energy Standards. Provide plans, calculations and worksheets to show compliance. 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 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, geneial 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. All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-1R. P <or 5/10/89 176. 176. Specify on the building plans all of the mandatory energy conservation requirements as listed on "the enclosure titled, "Mandatory Energy 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 kitchen(s) per CAC, Title 24, 2-5352(J) in Please see additional corrections, or remarks, on the following page CARLSBAD S.F.D. & Energy conservation design should be for Zone 7 See attached energy packages. Floor drains policy). must have auto-prime (city Note exhaust fans cannot be ductless type (city policy). New residential units must be pre-plumbed for future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). Note "two 3/4" copper pipes must be installed to the most 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 must be insulated when in areas that are not heated or cooled by mechanical means (city policy). yt. 1/0. yt. Incorporate the waterproofing details, on the attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 112383. All new residential buildings, including additions, require a soils report. Please submit two copies. Heavy t-unber framing, minimum 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 acceptable if shown on the plans. (city policy) UBC Adopting Ordinance 8792 requires Fire Retardant roof on all structures (Sec. 18.04 230). Show compliance with UBC Section 3203(e). City Ordinance 9792 requires two parking spaces/unit with clear area of 20'x20' i.e no washing machines, etc. Show compliance. Please see additional corrections, or remarks, 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 of 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact at Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Caiter Darnell at the City of Carlsbad, 1200 Elm Avenue, telephone 619/438-1161. Thank you. Enclosures: 2. 3. Olo J« „ l LIT itfe co n n cx-AiOft- bc-T'J 33 I £ct. (H) "-po o n a i ana >d «s,f d ff?,<p . 4 W oru ei 5/11/89 10 DEVELOPMENTAL • H^ • 12CX3 ELM AVENUE SERVICES CARLSBAD. CA V2006-1&S9 BUILDING DEPARTMENT < (810)438-3523 THE INFORMATION LISTED BELOW MUST BE SHOWN ON THE TITLE SHEET OF THE PLANS FOR YOUR SINGLE FAMILY DWELLING Site Address Legal Description Assessor's Parcel Number Quantity of Grading in cubic yards Contact Person - Name and daytime Phone Number Circle 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 Development Plan PLAN CHECK NUMBER cd 112383 Date> Prepared byt CITY OF CARLSBAD VALUATION AND PLAN CHECK Bldg. Dept. Esgil PLAN CHECK NO. BUILDING ADDRESS APPLICANT/CONTACT BUILDING OCCUPANCY PHONE NO. £-3 DESIGNER PHONE TYPE OF CONSTRUCTION CONTRACTOR PHONE t BUILDING PORTION Uo^ft (Z- Air Conditionine Commercial Residential Res. or Comm. Fire Sprinklers Total Value BUILDING AREA 30 VALUATION MULTIPLIER 6-6 e o e VALUE 6\3.O-~ k 6 / 2(?. - Building Permit Tee $_ Plan Check fee S COM HCNTS: Plans received by Esgil after July 31, 1987 shall have permit and plan check fees calculated per 1985 UBC. SHEET / OF / 12/87 BUILDING PLANCHECK ENGINEERING CHECKLIST DATE: PLAN CHECK NO. ffi/Q/g PROJECT ADDRESS: i •* io .LEGEND ITEM COMPLETE ITEM INCOMPLETE - NEEDS YOUR ACTION N/A - NOT APPLICABLE PROJECT NAME: LEGAL REQUIREMENTS Site Plan [ J [ ] 1. Provide a fully dimensioned site plan drawn to scale. Show: north arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. [ | | I I I 2. Show on site plan: Finish floor elevations, pad elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway with percent (%) grade and drainage patterns. I I ( I 3. Provide legal description and Assessors Parcel Number. Discretionary Approval Compliance 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 7. Field review completed. No issues raised. 8. Field review completed. The following issues or discrepancies with the site plan were found: 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 (Future Improvement Agreement required). D. Grading is required to access site, create pad or provide for ultimate street improvement. E. Site access visibility problems exist. Provide onsite turnaround or engineered solution to problem. F. Other: Dedication Requirements v£ 9. No dedication required. 10. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8-1/2" 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: Improvement Requirements 11. No public improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City inspector prior to occupancy. 12. Public 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 plan check process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. The required improvements are. Improvement plans signed, Date: By: 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 recent title report on the property so we may prepare the necessary Future Improvement Agreement. The Future Improvement Agreement must be signed, notorized and approved by the City prior to issuance of a Building Permit. Future Improvement Agreement completed, Date: By: Grading Requirements 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, fill, import, export). 14. No grading required as determined by the information provided on the site plan. 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 Grading Permit must be issued and grading substantially complete and found acceptable to the City Inspector prior to issuance of Building Permits. Grading Inspector sign off. Date: By: Miscellaneous 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: 18. 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. 20. Industrial Waste Permit is not required. 21. Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of Building Permits. Permits must be issued prior to occupancy. Industrial Waste Permit accepted - Date: By: Fees Required 22. Park-in-Lieu Fee Quadrant; 1 Fee Per Unit; Total Fee. 23. Traffic Impact Fee Fee Per Unit: Total Fee: 24. 25. 26. 27. 28. Bridge and Thoroughfare Fee Fee Per Unit: — Total Public Facilities Fee required. Facilities Management Fee Zone Sewer Fee; Fees Permit No. Sewer Lateral required. Fee: • REMARKS: ENGINEERING AUTHORIZATION TO ISSUE PERMIT 7 T Qi 0) 4-1mQ CD 01o: a; •+—'CO a CQ T3 3<u 0)a: r- CN CO **==«==»*= U U CJQ. Q. a. n n n n Plan Check No. PLANNING CHECKLIST Address Type of Project and Use Zone \ 5iF/ D Use Allowed7 YES y NO Setback Front ffi) Side Q Rear Facilities Management Zone _ School District San Dieguito _ Carlsbad Encmitas Discretionary Action Required Environmental Required Landscape Plan Required Comments YES YES YES San Marcos NO XI NO _^ _ NO V Type Coastal Permit Required Additional Comments YES NO OK TO ISSUE r DATE