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HomeMy WebLinkAbout2828 CACATUA ST; ; CB911012; Permit-a d’ BUILDING PERMIT Permit No: CB911012 09/17/91 13:56 Project No: A9101249 Page 1 of 1 Development No: I Job Address: 2828 CACATUA ST Str: Fl: Ste: Permit Type: RESIDENTAL ADD/ALT (UNDR $10K) W wwa 02 Parcel No: 215-370-07-00 A40 Valuation: 2,999 Construction Type: VN Occupancy Group: R3 Class Code: Status: ISSUED Description: 279 SF DECK Applied: 07/11/91 Apr/Issue: 09/17/91 CJ! 744 Validated By: SBB Appl/Ownr : BARRY, ROBERT +619 721-6609 P.O. BOX 192 CARLSBAD, CA *** Fees Required x* ted & Credits *** Adjustments: .oo ........................ Fees : Total Fees: 35.00 55.00 i Fee description Ext fee Data I------------------ ---------------- Building Permit 54.00 Plan Check 35.00 * BUILDING TOTAL 90.00 Strong Motion Fee 1.00 / Crrr0E:cammAD ZQ75 Las Pplmas Dr., &Isbaa CA 92009 (619) 438-1161 PJ3WlT APPLICATION City of Carlsbad Building Department 2075 Las Palms Dr., Carlsbad, U 92009 (619) 438-1161 B - 0 Industrial 0 New Building 0 Tenant Improvement C -wResidential 0 Apartment 0 Condo Mingle Family Dwelling BL.Addition/Alteration 0 Duplex 0 Demolition 0 Relocation 0 Mobile Home 0 Electrical 0 Plumbing 0 Mechanical 0 Pool 0 Spa 0 Retaining Wall 0 Solar 0 Other 2 PROJECTINFORMATION A - U Commercial U New Building U Tenant Improvement - . ... . FOR OFFICE USE ONLY 35 .oo Subdimion NamdNumber Unit No. Phase No. 2 Energy Calcs DESCRIPTION OF W RK 0 2 Structural Calcs 0 2 Soils Report 1 Addressed Envelope CEL */ 4- -9 -/ b D7mTING USE P- USE 8 SQ. FT. a #OFSTORIES 3.11 aitterent trom applicant) NAME bEAW ADDRESS 14s STATE C;+ ZIPCODE 7a $&MYTELEPHONE 7-24 bb89 UAGE- u U A- NAME ADDRESS CITY NAMEWeD baas ADDRESS -% adw 5T- STATE ZIP CODE DAY TELEPHONE %&lE&-SBa/t CITY cA(ey;I.JkD STATE a ZIPCODE DAY TELEPHONE yy/- /If) 0 NAME b lswbd ADDRESS b$ lqX c1TY c&&- STATE ZIP CODE 8 DAY TELEPHONE 72& bbw STATE LIC. #4dz_so1 LICENSE CLASS & CITY BUSINESS LIC. # NAMC 5cQv -w=FwL AuTmEss Wyb7 "-- GT. CITY Gqwi&P STATE ZIP CODE a(-8 DAY TELEPHONEaW iws STATE LIC. # )a832- Workers' Compensation Declaration: I hereby atfirm that 1 have a certiticate ot consent to selt-insure issued by the Director ot Industrial Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY POLICY NO. EXPIRATION DATE Certlticate at Exemptlon: I certity that in the pertormance ot the work tor which this permit is issued, 1 shall not employ any person in any manner so as to b&me subjgt to the Workers' Compensation Laws of California. DATE 7.11.91 Owner-Builder Deck@ ion: 1 hereby attirm that I am exempt Irom the Contractor's License Law tor the following reason: - 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale.). I, as owner of the property, am exclusivelycontracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). I am exempt under Section (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]). 0 0 Business and Professions Code for this reason: SIGNATURE DATE CORAL WING m: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? IF ANYOF THE ANSWERS ARE YES, A FINALCERTIFICATE OFOCCLJPANCY MAY NOT BEISSUEDAFIERJLJLY 1,1989 UNLESS THE APPLICANT HAS MET OR IS MEElTNG THE RlQWWNENTs OF TIE OFFICE OF EMERGENCY SERVICES AND THE AIR WLLUTION OONTROL DJSllUCT. 1 hereby attirm that there is a construction lending agency tor the pertormance ot the work tor which this permit is issued [Sec 3m I) CIVII Code). 0 YES 0 NO 0 YES 0 NO 0 YES 0 NO LENDER'S NAME LENDER'S ADDRESS 1 certity that 1 have read the application and state that the above intormation is correct. 1 agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I AISOAGREETO SAVE INDEMNIFY AND KEEP €IARMLEssTHE~OFcARzsBADACAINsTAU.LIAB~JUDGMEEIT$ cosls AND EXPENSES WIIICN MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSIQUENCE OF THE GRANTING OF TI= PERMIT. 0f;HA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized y such permit is not commenced within 365 days from the date of such permit or if the building or work authorized by such permit is suspended or /bandon# at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code). cc.L APPLICANT'S SIGNATURE DATE: 7. it 9 I I TE: File YELLOW Applicant PINK: Finance A UNSCHEDULED INSPECT DATE 43/4 INSPECTOR c PERMIT # PLANCK # JOB ADDRESS 282& eA7cIc71L/4 TIME ARRIVE: TIME LEAVE: CD LVL DESCRIPTION ACT COMMENTS PERMITS 6/15/09 CITY OF CARLSBAD INSPECTION REQUEST . PERMIT# CB911012 FOR 06/12/92 DESCRIPTION: 279 SF DECK TYPE: RAD JOB ADDRESS: 2828 CACATUA ST CONTRACTOR: OWNER: APPLICANT : BARRY, ROBERT REMARKS: MH SPECIAL INSTRUCT: INSPECTOR AREA TP PLANCK# CB911012 OCC GRP CONSTR. TYPE NEW STR: FL: STE : PHONE: 619 PHONE : PHONE : INSPECTOR 1 TOTAL TIME: CD LVL DESCRIPTION ACT COMMENTS 19 ST Final Structural -- ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP COMMENTS 051592 Final Structural CO PK CLEARANCE TO BEAM 040192 Final Structural CO TP SEE JOB CARD 032692 Frame/Steel/Bolting/Welding NR TP NO RESPONSE 101791 Ftg/Foundation/Piers AP TP 8 PIER FTNGS 101791 Steel/Bond Beam AP TP ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 5661468 DATE : PIP I91 JURISDICTION: CARLs BAD PLAN CHECK NO: 91- 1012 SET: PROJECT ADDRESS: 2823 CA TATUA Si- OFILE COPY f-JUPS QDESIGNER PROJECT NAME : 5 rrn AD~~TIG~ 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 buildinq codes when minor deficien- - cies identified /zL *d 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: Bo R ~3ard i3cx /or CE pc/z c Esgil staff did not advise the applicant contact person that plan check has been completed. By : Enclosures: ESG'IL ~ORPORAT~ON CIIGA OAA URN ODM ESGIL CORPORA'JTION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 5601468 DATE : 1 JURISDICTION: CARLSBAD PLAN CHECK NO: 91- 10 I2 SET: 1 c PROJECT ADDRESS: 287 8 PA CATUA Y PROJECT NAME: LEWIS SFD ADD~~IOI~ rhe plans transmitted herewith have been corrected where iecessary and substantially comply with the jurisdiction's Duilding codes. 0 Phe plans transmitted herewith will substantially comply llrith the jurisdiction's Auildinq codes when minor deficien- r -0 - - cies identified are resolvsd 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. I 0 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. 0 The applicant's copy of the check list has been sent to: ROB RURY Roy /q 2 Cf3 ?a0 /6 I * Esgil staff did not advise the applicant contact person that plan check has been completed. 0 Esgil staff - did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # REMARKS : By : Yfi 0 Enclosures : ESGIL CORPORATION 7~~ OGA OAA ORN ODM ,- Date plans received by jurisdiction: VI I 7hr Date plans received by Esgil Corporation: Date initial plan check completed: Y: BA \/ I r> VA 0 Applicant contact person: 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 my have other corrections based on laws and ordinances by the Planning Department, Engineering Department or other departments. Present California law mandates that residential construction comply with Title 24 and the following model codes: 1988 UBC (eff. 1/1/90) 1988 UPC (eff. 1/1/90) 1990 NEC (eff. 7/1/91) 1988 UMC (eff. 1/1/90) The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The circled items listed need clarification, modification or change. All items have to be satisfied before the plans will be in conformMce with the cited codes and regulations. Per Sac. 303(c), 1988 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. nooth s To sDeed UD the recheck Drocesh. te n is li t lor a cwv) where each correction item has beeq addressed i.e.. ~lan sheet, sDecification. etc. Be sure to enclose the marked UD list when YOU submit the revised ~lan~. Nom: List No. 12, Carlsbad Single Family Dwelling and Duplex With All Supplements. PAIc;E IlmBmB ARB= I11 sErp€xxAs PAGBsmvnGm m -xlG-oHs WERs -. (1988 UBC) - puns Show on the title sheet all stmctures, pools, walls, etc. included under this application. Any portion of the project show on the site ' plan that is not included with the building original plan sets that may have been permit application filed should be clearly identified as "not included." please &e all corrections on the original tracings and submit two new sets of prints, and ::wed to you by the jurisdiction, to: Esgil corporation, 9320 Chesapeake Drive, Suite 1208, Sari 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 mme of the legal ower and name of person responsible €or the preparation of the plans. Section 302(a)7. All sheets of plans must be signed by the perscn 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, €or 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 elemant of this project including dwelling, garage, carport, patio, deck and balcony. Provide a statement on the Title Sheet of the plans that this projrct shall comply with Title 24 and 1988 UBC, UMC and UPC and 1990 h'EC. Submit fully dimensioned plot plan drawn to scale showing location, size, and use of all existing and proposed structures on the lot. Identify property linqs and show lot dimenrions 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( d) . Indicate distance from property lines to proposed building. Section 302(d). Section 302(d). - 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. . On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below or sticky back. REOUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the folloxing checked items will also require Special Inspection in accordance with Sec. 306 of the Uniform Building Code. ITE4 REQ. IF REWRKS CHiCKED SOILS COMPLIANCE PRIOR TO FOUNDATION INSP. STRUCTURAL COKCRErE OVER 2500 PSI PRESTRESSED STEEL FIELD WELDING HIGH STRENGTH BOLTS EXPANSION ANCHORS SPECIAL MASONRY SPRAYED ON FIRE PROOFING PILES/CAISSONS DESIGNER-SPECIFIED PlRglxwmCrIoR 3. Exterior walls closer than 3 feet to property lines shall be one-hour rated construction and have no openings. Table 5-A. 7/9/91 2 . Exterior walls closer than 3 feet to a property line shall have 30 inch parapets when tho floor area per floor exceeds 1,000 square feet. Section 1709. . 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 that portion of a roof located within a distance to property line where openings in exterior walls 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: a. Centrally located in corridor or area b. On each story. c. In the basement. d. When sleeping rooms are upstairs, at the upper level in close proximity to the stair. e. In rooms adjacent to hallways serving bedrooms, when such rooms have a ceiling height 24 inches or more above the ceiling height in the hallway. NOTE: Detectors shall sound an alarm audible in - all sleeping areas of the unit. 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 19 above. Section 1210. Section 1710. + 1/ J 1B @ . giving access to sleeping rooms. Section 1210 . Habitable rooms, other than kitchens, shall 9 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). Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Section 1205 (a). . Appears to be deficient in f . 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 axes is re uired and minh is 1.5 sq. ft. Section 1205 la). . At least 112 of the comn 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). - f. 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. . Show discharge point for exhaust air to be at least 5 feet from any mechanical ventilating intske. Section 1205(c). 26. Ductless fans cannot be used in bathrooms if a tub or shower is present. 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 minimrnn of 7'6". . Show ceiling height for laundry row, hallways, corridors, and bathrooms is a minimum of 7'0". Dimension on the plans the 30" clear width for water closet compartments and 24" clearance in front of water closet. Specify safety glazing for glazing in hazardous locations such as 8- glazing adjacent to doors and glaz to walking surfaces. Section 5406. 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. f. Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor). Section 1205 (c) . f Section 1205(c). . Section 1207 (a). Section 1207 (a). Section 511 (a). Section 5406 (d) 6. Section 5406 (d) 5. 2/12/90 3 . Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed UQ1 above the floor. The window must have an openable area of at least 5.7 s me the minimum openable height 24". Section 1204. . Basements in dwelling units shall comly with the above (even if not designated as sleeping rooms). Section 1204. . Walls and floors separating units in a duplex shall be of one-hour fire-resistive construction. Section 1202(b). 4. 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 €or 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. feet with the minimum openable width 20' s and Section 1716. -- . Floors above the second story shall have not Exceptions: 1. 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. 2. When the third floor within a unit does not exceed 500 sq. ft. , only one exit need be provided. Section 3303(a). . Required exit doonmys 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 (f). Provide 36" high protective railing for porches, balconies, and open sides of stair landings. Openings between railings 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. 9 less than 2 exits. Table 23-B. . Provide stairway and landing details. Section 3306 01, (c) and (PI- . Maximum rise is 7" and minimum mn is occupants, or serves an unoccupied roof, rise may be 8'* maximum and run 91r minimum. {. Minh headroom is 6'-8". f. Minimum width is 36". handrails per Section 3306 (j), shall satisfy the following: Provide handrail €or stairways with 4 or f more risers. @ Handrail shall be 34" to 38" above the nosing of treads. 0 The handgrip portion of handrail shall be not less than 1 1/2". nor more than 2" in cross-sectional dimension. Every staimay landing shall have a dimension, measured in the direction of travel, at least equal to the staimay width. Such dimension need not mcceed 36 inches. Section 3306 (g), 3304 (j). r(- An interior door may open inward at the top step of a staimay provided the top step is not more than 7 1/2" lcwer than the floor level. Section 3304 (i). . 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. a . 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 height-to-width ratio is 3 112 to 1 for plywood. Table 25-1. 4. 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 (i). . Provide an 18" raised platform for any FAU, water heater, or other device in the garage which may generate a flame or spark. UMC Section 508, UPC Section 1310 (a). f . 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) . k9. The foundation plan does not comply with the soils report reconmendations for this project. Please review the report and modify design, notes and details as required to show compliance: 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). P . The soils engineer reco-ded that helshe review the foundation excavations. 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. 2. The utility trenches have been properly 3. The foundation excavations comply with /. Et# height of all foundation walls. Chapter Show height of retained earth on all foundation walls. Chapter 23. If cut or fill slopes exist, show distance of f foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. 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 draina e pattern and key elevations. Section 2905 (ff. 8g. Dimension foundation per U.B.C. Table 29A: f The building pad was prepared in accordance with the soils report, backfilled and compacted, and the intent of the soils raport'l. Floors Footing SUDDOrted* StWall Width DeDth Thickness 1 6" 12" 12" 6" 2 8" 15" 18" 7" 3 10" 18" 24" 8" *Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation €or one floor. . Show foundation sills to be pressure treated, ' or equal. Section 2516 (c) 3. 96 Section 2907 (f). f. Specify size, I.C.B.O. number and manufacturer of power driven pins. Show edge and end distances and spacing. . Show foundation bolt size and spacing. Section 302 (a). If required, show size, embedment and location of hold down anchors on foundation plan. Section 302 (d). 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. show on the plans stepped footin s for slopes steeper than 1:lO. Section 2907 fc). Show minimum 18'' clearance from grade to bottom of floor joists and minimum 12'' clearance to bottom of girders. Show pier size, spacing and depth into undisturbed soil. Table 29-A. Show minimum underfloor access of 18" x 20". Section 2516 (c) . Section 305 (e) 1. Section 2907 (b). Section 2516 (e) 2. . 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. 1 0. 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. P Section 2517 (g) 3, Table 25-V. . In 2-story buildings, shear panels at the first story (at least 18 inches in width) shall be located at each end or as near thereto as possible and coaprise at least 25 percent of the linear length of the wall, or provide design. Section 2517(g)3, Table 25-V. 1 2. 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. 3. Show blocking at ends and at supports of floor joists, rafters and tnsses at exterior walls. Sec. 2506 (h), 2517 (d) 6. . Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center and be just . abgve the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 Show rafter purlin braces to be not less than 15 degrees to the horizontal. Section 2517 (h) 5. (h) 4- . Show double top plate with minimum 08" lap 9 splice. Section 2517 (g) 2. @ :!!;,nailing will be in compliance with Table . Show or note fire stops at the following a. In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and et 10 foot intervals along the length of the wall; b. ht all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; c. In concealed spaces between stair stringers at the top and bottom of the run and between studs along and inline with the nm of stairs if the walls under the stairs are unfinished; and d. 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. 195 locations per Section 2516 (f): In duplexes, draft stops shall be provided in floor-ceiling assemblies and attics in line with walls separating units and separating units from comn areas. Maximum allouabl8 stud heights: Bearing wall: 2 x4 and 2 x 6 mw. 10'; x 4 mw. 14', 2 x 6 1pw. 20'. Table 25-R-3. 2. Studs supporting two floors, a roof and ceiling must be 3 x 4 or 2 x 6 at 16" O.C. Show stud size and spacing. Non-Wing: 2 Section 2517 (d) 3, 2517 (h) 6. 04. Bearing partitions, perpendicular to joists, shall not be offset from supporting girders, beans, walls or partitions, more than the depth of the joist. Table 25-R-3. 3. Note on A.I.T.C. Certificate of Complianc8 for glued laminated wood members shall be given to the building inspector prior to installation. Section 2505. 3 J Section 2517 (d) 5. . Detail all post-to-beam and post-to-footing 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. valls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables 25 I, J, K and Section 4714 (d)]. Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. &. 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 and floor framing plan. Section 302 (d). . Specify nail size and spacing for all shear Provide framing sections through Section 302 (a). Specify all header sizes for opening over 4' wide. Section 2517 (g) 5. 2. Provide calculations for main vertical and ' horizontal framing members and post footings. 3. Provide calculations for lateral loads, shear and related. Section 0, the allowable shear wall values for drywall in Table 47-1 must be reduced 50 percent when considering earthquake loads. mis does not apply to wind loads. Footnote 1. 1 5. Show on the plans all structural requirements developed in the structural calculations. Section 302 (d). (See cmts below or at end.) Section 302 (b). / 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. 7. Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the colrnrms or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 6. Show location of attic access with minimum size 22" x 30". Section 3205. ljd. show draft separation for attic areas between units in a duplex. Section 2516 (f). . Specify plywood and/or particle board 7 thickness, grade and panel identification . When roof pitch is less than 3:12, design 9 ridge as a beam. Section 2517 (h). . If foundation cripple wall studs are less than 'f 14" high, framing shall be solid blocking, or sheathed with plywood. . Cripple hall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when sup orting 2 stories. Shw plywood sheathing over exposed eaves, or other weather exposed areas, is "bonded with exterior glue." Plywood used for exterior wall coverin shall be the exterior type. Section 2516 fi), 2516(g)3. 5. Detail truss layout for 30" x 30" attic access, if required for equipment in the attic and detail 30" x 30" clearance through truss webs. 6. Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. 37. In open bean constaxaction, provide strap ties across the beams at the ridge support. Section 2501 (b). Section 2516 (c) 4. indax. Table 25-S. Section 2517 (9) 4. l~ Section 2517 (gy 4. 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. An 18" platform for the water heater does not satisfy this requirement. UPC, Section 1310. Show T and P valve on water heater and show route of discharge line to exterior. . UPC, Section 1007 (e). 4 Show that water heater is adequately braced to , resist seismic forces, when not connected by rigid pipe. UMC Section 504(d). . Show shower stall can accommodate a 3Utt circle and has a minimum floor area of 1,024 sq. in. UPC 909 (a). 4 Title 24, Part 3. 5. Provide clothes washer hook-up for each unit. Show details of duplex cormuon (party) walls and f loor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of SO decibels and an Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibels. Title 24. Show how penetrations of assemblies for pip-, 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 24. . 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 24. I . Provide plans, calculations and worksheets to show compliance with current energy standards. 1. Ihe regulations require a properly completed and properly signed Fow CF-lR to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design. '171. All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-1R. Specify on the buildine blgap all of the mandatory energy conservation requirements as listed on the enclosure titled, Wandatoq Enerw Conservation Reauirements 11. 3. 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. 14. For room additions, show that the glazing area of the addition does not exceed 16% of the newly-conditioned floor area, pl~. glazing removed or relocated due to the addition. 15. Provide fluorescent general lighting in / kitchen(s) per CAC, Title 24, 2-5352(J). d f 6. Energy conservation design should be for Zone . Floor drains must have auto-prime (city policy). 17 . For gas piping under slabs that serve kitchen island,cooktops, see the attached Policy 91-46 for special sleeve and clean-out requirements. Note exhrnrst fans cannot be ductless type (city policy). . New residential units must be pre-plumbed for future solar water heating. Note %wo 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). 1. 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). 2. All piping for present or future solar water heating must be insulated &en in areas that are not heated or cooled by mechanical means (city policy). 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. I/ 7* 7 P 14 9 td ld ?- @ ~11 new residential buildinas. includina additions, require a soils report. Please submit two copies. Exception: If a room addition is limited to one story and 1000 sq. ft. in area, then a soils report is not required. Esgil Corporation will advise the City to place their soils notice stsmp on the plans. Heavy timber framing, minimum 6" x 10" beams and minimum 8" x 8" post, for the strructural beam and column supporting the fire separation between the garage and living mea above, is acceptable if shown on the plans. (city policy). All structures require a Class B roof covering, except room additions. If a room addition covers all of the existing building (2nd story addition), then the above exception doesn't apply. City Ordinance 9792 requires two parking spacedunit with clear area of 2O1x2O' i.e. no washing machines, etc. Show compliance. All chimneys attached to any appliance or fireplace that burns solid fuel shall be equipped with an approved spark arrester. The net free area of the spark arrester shall be not less than four times the net free ara of the outlet of the chimney. The spark arrester screen shall have heat and corrosion resistance equivalent to 12 gauge wire, 19 gauge galvanized wire or 24 gauge stainless steel. Openings shall not permit the passage of spheres having a diameter larger than l/t-inch and shall not block the passage of spheres having a diameter of less than 3/8-inch. Please see additional corrections, or remarks, on the following page. To speed up the recheck process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please check. Yes No The City of Carlsbad has contracted with Esgil . Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number 619/560-1468, to perfonn the plan check for your project. If you have any questions regarding these plan check items, please contact \j I p VAO at Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnel1 at the City of Carlsbad, 2075 Las Palmas Dr., telephone 619/438-1161. Thank you. Enclosures : 1. 2. OWELOPMENTAL SERVICES BUlLOlNG 0 €PAR WEN f Citp of QatIsttab THE INFORMATION LISTED BELOGI MUST BE SHOWN ON THE TITLE SHEET OF THE PLANS FOR YOUR SINGLE FAMILY OWELLING Site Address Legal Description Assessor s Parcel Number Quantity of Grading in cubic yards Contact Person - Name and daytime Phone Number I Circle any Planning Commission or City Council Action on this Property: Var i anc e, Corditional Use Permit, Tract or Parcel Map, Zone Change, Planned Development, Redevelopment Permit, Specific Plan, Site Development Plan PUN CHECK NUMBER cd 112383 Jurisdiction ~~&SEAQ- Datet 7/22. BUILDING PORTION EUILDING AREA r .. - Prepared byt VALUATTON AND PUN CHECK FEE - VALUATION VALUE MU LT J PLI ER t 0 Bldg. Dept. 0 Esgil b 1 I 1 d - 1 I I 3 A ir Conditioning @ Commercial , Residential @ Res. or Corn. .. Fire Sprinklers c Total Value - i I I I Building Permit Fee L S 3.t- to s; Plan Check fee $ SHEET / OF / 12/87