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HomeMy WebLinkAbout2409 BUENA VISTA CIR; ; CB901613; PermitI BUILDING PERMIT Permit No: CB901613 10/23/90 14:38 Project No: A9001818 Page 1 of 1 Development No: Job Address: 2409 BUENA VISTA CR Str: F1: Ste: Parcel No: 155-222-03-00 Valuation: 148,339 Construction Type: VN Occupancy Group: R3/M1 Class Code: Status: ISSUED Description: REMODEL + 1773 SF ADD 472 SF Applied: 10/04/90 : GARAGE 613 SF DECK 131 SF PORCH Apr/Issue: 10/23/90 5966 + 9 !,':IT ,''<&?< y@- , .L ;L, e. Permit Type: RESIDENTAL ADDITION/ALTERATION 2. ;i: L_ i. , A /i .? , :._ ,: ~ .:-v.*!$- s. sx .j 7 " ,' Validated By: CD Appl/Ownr : COOK, RICHARD AND JODI 942 7363 2409 BUENA VISTA CR .oo 463.00 1,031.00 Ext fee Data ____------------- 811.00 527. QO 10.00 1348.00 7.50 Y 30.00 6.50 2.50 4?. 00 5.00 Y 50.00 55.00 15.00 Y Install Furn/Ducts > 1.00 9.00 9.00 Each Install/Reloc Appliance Vent > 3.00 4.50 13.50 Each Hood/Fireplace > 1.00 6.50 6.50 * MECHANICAL TOTAL 44.00 -c. - CrrY OF CARISBAD 2075 Las Palmas Dr., Carlsbad CA 92009 (619) 4381161 PERMIT APPLICATION City of Carlsbad Building Department -2075 13s Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 1. PERMIT TYPE A - OCOMMERCIAL UNEU OTENANT IMPROVEMENT B - OIN~RIAL ONEU 0 TENANT IMPPVEMENT ELDG. SO. FTG. 1 7 7/) # OF STORIES % ADDRESS 46& RaeL)& 6&-- STATE ZIP CODE 4 soo'!3 DAY TELEPHONE 454- 6 "3559 0 AGENT FOR CONTRACTOR NER ADDRESS STATE ZIP CODE QOF DAY TELEPHONE 5. PROPERTY OWNER ee--,-- OWNER OLESSEE UTENANT NAME ADDRESS CITY STATE ZIP CODE DAY TELEPHONE ADDRESS 6. CONTRACTOR NAME CITY STATE ZIP CODE DAY TELEPHONE CITY BUSINESS LIC. # STATE LIC. # LICENSE CLASS SIGNATURE TITLE DATE DESIGNER NAME ADDRESS CITY STATE ZIP CWE DAY TELEPHONE STATE LIC. # 7. WORKERS' COMPENSATION Uorkers' Canpensation Declaration: I hereby affirm that I have a certificate of consent to self-insure issued by the Director of Industrial Relations, or a certificate of Uorkers' Cornpensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed uith the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY POLICY NO. EXPIRATION DATE Certificate of Exemtion: I certifv that in the wrformance of the work for which this wrmit is issued. I shall not enwlov anv wrson in anv manner , . .. so as to become-sudject to the Workers' C-nsa;ion Laws of California. SIGNATURE DATE 8. OWNER-BUILDER DECLARATION Owner-Builder Declaration: I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 I as owner of the property or my employees with wages as their sole cwnpensation, 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 enployees, 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.). 0 1, as ouner of the property, am exclusively contracting uith 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 uith 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 uhich 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, cmncing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefran, 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 [SSOOI). Business and Professions Code for this reason: SIGNATURE DATE COnPLETE THIS SECTION FOR WON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to subnit 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 frm the air pollution control district or air quality management district? 0 YES 0 NO OVES 0 NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES 0 NO IF AYY OF THE AYSVERS ARE YES, A FIYAL CERTIFICATE OF OCCUPAYCY HAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS lEETlYG THE REQIIREHENTS OF THE OFFICE OF EMERGENCY SERVICES AYO THE AIR POLLUTIDll OOLITROL DISTRICT. 9. CONSTRUCTION LENilING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097ci) Civil Code). LENDER'S NAME LENDER'S ADDRESS 10. APPLICANT'S SIGNATURE I certify that I have read the appiication and state that the above information is correct. I agree to comply with all City ordinances and State laws relating to building construction. I ALSO AGREE TO SAM IUDEMYIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAIYST ALL LIABILITIES, JWGMEYTS, COSTS AND EXPEWSES UHICH HAY 111 AYY UAY ACCRUE AGAINST SAID CITY IN OOLISEOUEWCE OF THE GRAYTIWG OF THIS PERMIT. I hereby authorlze representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. 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 by such permit IS not comnenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is cmnced for a period of 180 days (Section 303(d) Uniform Building Code). APPROVED BY: 4 OUNER OCON ACTOR L/& &,Ju r / oBygQ. ,&/& DATE: f d WHtfE: File YELLOW: Apblicant PINK: Finance I. . "*. ,PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 1. PERMIT TYPE I A - OCOHHERCIAL UNEU UTENANT IMPROVEMENT ONEU OTENANT IHPROVEMENT OAPARTMENT OCONOO OSINGLE FAHILY DUELLING OADDITION~ALTERATION / " I I / rr . ' . .,i- ,~ ; ; .:;. . . . ~ \., :-. >. . ... . . . ... ._ . ODUPLEX ODEHOLITION ORELOCATION OHOBILE HOHE OELECTRICAL OPLLIMBING CHEW BE F SUBIIITTED: &gy Calcs Lctural Calcs &Is Report 01 Addressed Envelope ASSESSOR'S PARCEL EXISTING USE / PROPOSED USE DAY TELEPHONE CITY DAY TELEPHONE & tL ?4"-7'M,3 a DAY TELEPHONE 6. CONTRACTOR NAHE CITY STATE LIC. # LICENSE CLASS CITY BUSINESS LIC. # SIGNATURE / TITLE DATE DESIGNER NAHE ADDRESS CITY STATE ZIP COO€ DAY TELEPHONE STATE LIC. # 7. WORKERS' COMPENSATION / Uorkers' Canpensation Declaration: I herby affirm that 1 have a certificate of consent to self-insure issued by the Director of Industrial Relations, or a certificate of Uorkers' insurer thereof filed with t tion Department (Section 3800, Lab. C). rance by an adnitted insurer, or an exact copy or duplicate thereof certified by the Director of the INSURANCE COHPANY POLICY NO. EXPIRATION DATE Certificate of Exemption: 1 e performance of the work for which this permit is issued, I shall not enploy any person in any manner so as to becane subject to t sation Laws of California. SIGNATURE DATE 8. OWNER-BUILDER DECi.,ARATION Owner-Builder Declaration: I hereby affirm that I am exempt from the Contractor's License Lau for the following reason: Business and Professions Code for this reason: DATE of sale.). 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 Lau (Chapter 9, comnencing 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 [S5001). SIGNATURE COHPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: 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? 0 YES 0 NO UYES NO 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 uithin 1,000 feet of the outer boundary of a school site? DYES 0 yo IF ANY OF THE ANYSUERS ARE YES, A FINAL ERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UlLESS THE APf'LIUNT HAS WET OR IS WEETIYC THE REWIREEYTS OF THE OFFICE OF OERCENCY SERVICES AND THE AIR POCLUTION COYTRIX DISTRICT. 9. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS 10. APPLICANT'S SIGNATURE I certify that I have read the application and state that the above information is correct. I agree to comply uith all City ordinances and State laws relating to building construction. 1 ALSD AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JWWENTS, COSTS AND EXPENSES UHICH MAY IN ANY UAY ACCRUE AGAINST SAID CITY IN COYSEWENCE OF THE GRANTING OF THIS PERMIT. 1 hereby authorize representatlves of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. Code shall expire by llmitatlon and becane null and void if the bulldlng permit or if the building or work authorized by such permit 1s suspended 303(d) Uniform Building Code). 0 BY PHONE APPROMD BY; DATE: v- / // - =File YELLOW: Applicant PINK: Finance c -- c CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB901613 FOR 12/06/91 INSPECTOR AREA PD DESCRIPTION: REMODEL + 1773 SF ADD 472 SF PLANCK# CB901613 TYPE: RAD CONSTR. TYPE VN JOB ADDRESS: 2409 BUENA VISTA CR STR: FL: STE : APPLICANT: COOK, RICHARD AND JODI PHONE: 942 7363 CONTRACTOR: OWNER: COOK, SHIRLEY REMARKS: MH/JODY/942-7363 INSPECT0 SPECIAL INSTRUCT: GARAGE 613 SF DECK 131 SF PORCH OCC GRP PHONE : PHONE : 6 lg~7J33&, TOTAL TIME: --RELATED PERMITS-- PERMIT# TYPE RW910121 ROW STATUS ISSUED CD LVL DESCRIPTION ACT COMMENTS 19 29 39 49 ST Final Structural PL Final Plumbing EL Final Electrical ME Final Mechanical t ***** INSPECTION HISTORY ***** DATE 061891 022291 022191 022191 021191 020691 012591 011791 111690 111590 111590 110690 110290 110290 02229'1 DESCRIPTION Final Combo Interior Lath/Drywall Exterior Lath/Drywall Interior Lath/Drywall Exterior Lath/Drywall Insulation Rough Combo Shear Panels/HD's Roof/Reroof Underground/Under Floor Ftg/Foundation/Piers Underground/Under Floor Ftg/Foundation/Piers Underground/Under Floor Sewer/Water Service ACT INSP COMMENTS CO PD AP PD AP PD NR PD NR PD AP PD AP PD AP PD AP PD AP PD AP PD NR PD AP PD AP MP AP MP ROBERT J. ROYCE A.I.A. ARCHITECTURE/PLANNINO/INTERIORS November 5. 1990 City of Carlsbad Building Department; 2075 Las Palmas Drive Carlsbad, Ca. 92009 RE : Plan Compliance Permit 9 90-1613 2409 Buena Vista Circle Por-tion of Lot 1'7, Map No. 2492 This letter sha:ll serve as written verification that Lhe foundation excavations , forniings and reinforcements cornpliancc wi-th the soils report and approved plans October 23, 1990. are in dated 2956 Roosbvelt St. Suite 3 e Carlsbad, CA 92008 e (61 91 434-6259 E§GII-I CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 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 0 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 and resubmitted for a complete recheck. c] identified on the enclosed check list and should be corrected 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 0 jurisdiction to return to the applicant contact person. 0 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. Esgil staff been completed. Person contacted: advise applicant that the plan check has Date contacted: Telephone # u REMARKS: Enclosures: /Ja/)&- IIIPJARKS: .. pLAnaRREmIm91ggll CITYOFCARLSBAD SIRca;E FAwlLp AND Date plans received by jurisdiction: /d-f/- ?a ~~ ~~~~ ~~ Date plans received by Esgil Corporation: /o- &Pa Date initial plan check completed: /&la- 93 By:g. p&!&r!&RT ti Applicant contact person: br PUR c Fit Telephone: Y34- 6 a9 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, 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) 1987 NEC (eff. 10/28/87) 1988 mc (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 pk will be in conformance with the cited codes and regulations. Per Sec. 303(c), 1988 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To sDeed UD the recheck process. note on this list jot a CODY) where each correction item has been addressed i.e.. ~lan sheet. specification. etc. Be sure to enclose the marked UD list when YOU submit the revised plans. HmE: List No. 12, Carlsbad Single Family Dwelling and Duplex With All Supplements. PkGEmmmts ARHm 111 SIqaFJm As PAGE5 EAvmG lso rn HBgDIllG anmKcrxoNs WgRE-. (1988 UBC) I - PLMS . Show on the title sheet all structures, pools, ? walls, etc. included under this application. Please make all corrections on the original Any portion of the project shown on the site tracings and submit two new sets of prints, and plan that is not included with the building any original plan sets that may have been permit application filed should be clearly returned to you by the jurisdiction, to: identified as "not included .'I Esgil Corporation, 9320 Chesapeake Drive, Suite t208, San Diego, California (619) 560-1468. 92123, 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, €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 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 1988. C 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 minh slopes. Section 302(d). Indicate distance from property lines to proposed building. Section 302(d). Section 302(d). ammo ,8,3~ A/!. . Clearly show if the lower level is a basement p 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 by way of items requiring special inspection, the following: In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec 306 of the Uniform Building Code. REOUIRm SPECIAL INSTRUCTIONS ITEM FEQ. IF RplARKS CHECKED SOILS COMPLIANCE PRIOR TO FOUNDATION INSP. STRUCTURAL CONCPm OVER 2500 PSI PRESTRESSED STEEL FIELD WELDING HIGH STRENGTH BOLTS EXPANSION ANCHORS , SPECIAL MASONRY 1 SPRAYED ON FIRE PROOFING PILES/CAISSONS DESIGNER-SPECIFIED OTHER FrREFTmmccIa Exterior walls closer than 3 feet to property lines shall be one-hour rated construction and have no openings. Table 5-A. 121 11/89 2 Exterior walls closer than 3 feet to a property line shall have 30 inch parapets when the 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 a2 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 existinq bedrooms per item 19 above. Section 1210. Section 1710. giving access to sleeping rooms. Section 1210 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). Window area must be at least 1/10 of the floor area and a mininium 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). {b. 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 rovided. Section 1205 (c). Show discharge point for exhaust air to be at least 5 feet from any mechanical ventilating intake. Section 1205(c). Ductless fans cannot be used in bathrooms if a tub or shower is present. 4. No habitable room, other than a kitchen, shall be less than 7'0" in any dimension. Section 1207 (c). . Show that ceiling height for habitable rooms is a minimum of 7'6". 3{ Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7'0". ASection 1207 (a). 9. 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 glass doors, glazing adjacent to doors and glazing adjacent to walkin surfaces. Section 5406. IhYPJ3&P. KP. DmE, 3f'- 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). y' Mtf I *lnAXE& BchH. Section 1205(c). Section 1207 (a). Section 511 (a). Section 5406 (d) 5. 2 112190 3 , 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 opendble area of at least 5.7 square feet with the minimum openable width 20" and the minimum openable heiEhi 24". Section 1204. Basements in dwellinrt units shall comlv with 3"YoP.fl. #DES bQT f@IllDt?a€'&'D. l%//hrrr, 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). 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. MITS. s31Az3MAYS. MID RAILMGS Floors above the second story shall have not less than 2 exits. 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 wit3in a unit does not exceed 500 sq. ft., only one exit need be provided. 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 (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. Qrl, 11~4- REZ BOLT-& bdgwcp Table 23-B. L3H k-hz f L. -ls 7L. pw ?c7Jt U31UtiP. Provide staiway and landing details. Section . Wimum rise is 7" and minimum run is occupants, or serves an unoccupied roof, rise may be 8" maximum and run 9" minimm. 3306 (b), (c) and (PI. s/ Minimum headroom is 6'-8". Minimum width is 36". All handrails per Section 3306 (j), shall satisfy the following: a. Provide handrail €or stairways with 4 or more risers. Handrail shall be 34" to 38" above the nosing of treads. The handgrip portion of handrail shall be cross-sectional dimension. /"' uf. 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 (j). @ An interior door may open inward at the top step of a stairway provided the top step is not more than 7 112" lover than the floor level. Section 3304 (i). Gf?t%hf . Provide details 6f winding stairway complying a. Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. f with Section 3306 (a): b. Ykximum rise is 8 inches. c. Minimum width is 36 inches. 5/ 10190 & ESGIL CORPORATTION 9320 CHESAPEAKE DR., SUlTE 208 SAN DIEGO, CA 82123 (619) 560-1468 DATE : Okm B E& ra,i??o PLAN CHECK HO: 90 -lL/3 SET: 2: GUPS PROJECT ADDRESS: &!YO9 A& E,J& V157# C,X-cZLG-- JURISDICTION: CANSBAD FILE COPY DESIGNER 0 -0 0 rn 0 0 -0 r I rhe plans transmitted herewith have been corrected where iecessary and substantially comply with the jurisdiction's xilding codes. rhe plans transmitted herewith will substantially comply sith 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 €or a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until cor'rected plans are submitted for recheck. The applicznt'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: L -. Afl@.h! Xlt PUACEL /rA$?L48PD, !& 4293s 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: Telephone fi REMARKS : #. Provide spiral stairvay 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. . Spiral stairways may not be used for required ' exits when the area sekved 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. 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. clear opening between risers is 6 inches. . . Section 3305 (b). ROOPMG f. Specify roof slope. $. Roof slope is not adequate for roof type specified. Table 32-B,C,D and E. 57! Specify roof material and application. Chapter 32. 4. Specify I.C.B.O. or U;L.. approval number for roof materials not covered in U.S.C., e.g., tile, etc. Section 107. pb. Specify minimum l/tr in& per foot roof slope for drainage or design to support accumulated water. Section 3207 (a) and Section 2305 (f). @ 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. 4: Plastic skylights must be separated from each other by at least 4 feet. Section 5207 (a) 6. Show attic ventilation. Minimum vent area is 11150 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) - /5f fU&?. f?fidS&W51Zb f. 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 C9 wire in horizontal joints. Show height and construction details of all 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 gr&n tension or bending in wood ledgers is not permitted. Section 2310. Show a minimum 2" air space and flashing between planter and building walls. Section 2516 (c) 7. f* masonry walls. Chapter 24. GiuuGK&D cAR#H(Is 7/j. Garage requires one-hour fire protection on the garage side of valls and ceiling common to the dwelling. . 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. Table 5-B, Section 503 (d). 12/11/89 5 h 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. b. 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 1f2 to 1 for plywood. 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 (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). 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 7f soils report recommendations 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 recomendations in the soils report are properly incorporated into the construction documents (when required by the soil report). .z + -- .I . The soils engineer recohded 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. The building pad was prepared in accordance with the soils report, 2. The utility trenches have been properly backfilled and compacted, and The foundation excavations comply with the intent of the soils report". . Show height of all foundation walls. Chapter ' 23. 64. Show height of retained earth on all . If cut or fill slopes exist, show distance of ' foundation to edge of cut or fill slopes and /. foundation walls. Chapter 23. show steepness and heights of cuts and fills. Chapter 29. . Note on plans that wood shall be 6" minimum Note on pl&s that surface water will drain away from building and show drainage pattern and key elevations. ' above finish grade. Section 2907 (a). Section 2905 (f). Dimension foundation per U.B.C. Table 29A: /* Floors Footing Supported* Stemwall Width Depth Thickness 1 6" 1. 12" 12" 6" 2 8" 15" 18" 7" 3 10" 18" 24" 8'' 'tFoundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. $ Show foundation sills to be pressure treated, Section 2516 (c) 3. 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 (a). If required, show size, hbedment and location . Show rafter ties. Rafter ties shall be spaced of hold down anchors on foundation plan. Ipf not more than 4 feet on center and be just Section 302 (d)AHoL) &rn&DmtWr + OOUEB above the ceiling joists, where rafters and &AeRrreEghs PEL 19.30 514t9J@A?PLo/W€ Section 2517 If hold downs are required, note on plan that ceiling joists are not parallel. hold down anchors mst' 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 steeper than 1:lO. Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Section 305 (e) 1. Section 2907 (c). Section 2516 (c) 2. Show pier size, spacing and depth into undisturbed soil. Table 29-A. 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. Section 2516 (c) 6. PRUWG . 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, Table 25-V. . In 2-story buildings, shear panels at the first story (at least 48 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, Table 25-V. . Note cross bridging or blocking. Floor joists and rqfters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 'feet, unless 'both edges are held inline. supports of floor ' joists, rafters and trusses at exterior walls. Sec.: 2506.(h), 2517 (d) 6. 3. Show blocking at ends and at Section 2517 (d) 3, 2517 (h) 6. shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joist. Bearing partitions, perpendicular to joists, Section 2517 (d) 5. . Show rafter purlin braces to be not less than '+ 45 degrees to the horizontal. Section 2517 (h) 5. splice. Section 2517 (g) 2. Show double top plate with minimum 48" lap Show nailing will be in compliance with Table 25-4. locations per Section 2516 (f): . Show or note fire stops at the following 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 sunilar openings which afford a passage for fire at ceiling and floor levels, with noncombustib e materials. .f 9. 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. 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'. Tabla 25-R-3. Studs supporting two floors, a roof and ceiling must be 3 x 4 or 2 x 6 at 16" O.C. Table 25-R-3. 3. 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 2505. 4 1 5. ~ll 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 16. City Ordinance 9792 requires two parking i.e. no i f 0 apply. spaces/unit with clear area of 2O1x20' washing machines, etc. Show compliance. 187. All chimneys attached to any appliance or fireplace that burns solid fuel shall be equipped with an approved spark arrester. Ihe net free area of the spark arrester shall be not less than four t@es the net free ara of the outlet of the chimney.. The'spkk 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/2-inch and shall not block the passage of spheres having a diameter of less than 3/8-inch. 18. Please see additional corrections, or remarks, on the following page. 189. 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. 190. 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. 6 0 Yes No The City of Carlsbad has "contyacted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact E//F&d - Ffi&&&JJzTH at Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnell at the City of Carlsbad, 2075 Las Palmas Dr., telephone 6191438-1161. Thank you. Enclosures : 1. 2. Date8-d Jurisdiction Prepared by: e VALUATION AND PUN CHECK FEE a Bldg. Dept. 0 Esgil PLAN CHECK NO.QD-/~WZ BUILDING ADDRESS ad~ wh r- APPLTCANT/CONTACT # b1,/f PHONE NO. $:.3J c Lg.5~ t-3 /m r 1 @LF fiqp+ C/p DESIGNER PHONE BUILDING OCCUPANCY TYPE OF COHSTRUCTlON /VJ CONTRACTOR PHONE 5 8//*.D I /3' s 9-27 Building Permit Fee S Plan Check Fee S C 0 M N E N TS; c 12/87 SHEET / OF / ESGIL CORPORATION 0320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (6 IO) 560- 1'468 RD &us7 23,. /99a y JURISDICTI FILE COPY DESIGNER DATE : JURISDICTION: (I ITY DG PA&!A.&fi/I PLAN CHECKER PLAN CHECK NO: qo-/dfg -k RGI).ESET: /I' UUPS PROJECT ADDRESS: gqo9 R&gA)& v157-h (!?RL1K PROJECT NAME: SFD RkWE L +@Olf /ad 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 0 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. -. [3 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 0 jurisdiction to return to. the applicant .contact person. The applicant's copy of the check list has been sent to: RoAm aV CE 9.66 R0(3~=ua7 c 5% Esgil staff did not advise the applicant contact person that plan check has been completed, -- n Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # REMARKS: By : J&! 2 /uu,P/*- Enclosures: 1 4, elm&. //-5.7- ESGIL CORPORATION 2-/4/- m OGA GAA Ovw ODM JURISDICTION: f?Au/3k# Date plans received by plan checker: 8 -- ./.d 9/3 PLAN CHECK NO. : 90 -/oSfK 3- p0.Z ate plan recheck completed: B-Z-'jD By: E. F#eA)w r r PROJECI: ADDRESS: I+ 111.5 7-h CfI2 @.lE REWCK PLAN CORRECTION SHEET FOREWORD: PLEASEREAD 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 disabled access. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items shown below 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), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. The following items have not been resolved from previous plan reviews. The original correction-nimber has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the still 0 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: 6- - I/- OR U&!.SD 1 cs/n d outstanding corredons. Please -contact me if you have any questions regarding these items. 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 on the plans. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. Have changes been made to the plans not resulting from this correction list? Please check. \ $. Exterior walls closer than 3 feet to a property line shall have 30 inch parapets when the floor 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 '1 tfq 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 mterial if they project into the 3' setback area from the property line. Section 1710. Show location of permanently wired smoke detector: 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 hzllways serving bedrooms, when such rooms have a ceiling height 24 inches or more above the ceiling height in the hallway. NOTE: Detectors shall sound m alarm audible in Section 1710. 4 a. Centrally located in corridor or arw giving access to sleeping rooms. ' all sleeping areas of the unit. Section 1210 the valuation of a room addition or repair exceeds $1,000, or when sleeping rooms are ! created, smoke detectors shall be provided at existinq bedrooms per item 19 above. Section 1210. GEXERAL RBlDmlTAL 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). 9. Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Section 1205 (a). Appears to be deficient in . Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laundry rooms and * similar rooms 1/20 of area is required and minimum is 1.5 sq. ft. Section 1205 (a). 4. At least 112 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 uechanical ventilation capable of providing five air changes per hour ii? bathrooms, water closet compartments, laundry rooms and similv rooms if required opemble windows are not provided. Show dischvge point for exhaust air to be at Section 1205 (c) . least 5 feet from any mechanical ventilating -' intake. Section 1205(c). & Ductless fans cannot be used in bathrooms if a tub or shower is present. KO habitable room, other than a kitchen, shall '' be less than 7'0" in my dimension. Section 1207 (c). {O. Show thzt ceiling height for habitable rooms is a minh of 7'6". Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a ~inimum of 7'0". Section 1207 (a). f. Dimension on the plans the 30" clear width for vater closet compartments and 24" clearmce in front of water closet. Specify safety glazing for glazing in hazaxdous locations such as glass doors, glazing adjacent to doors and glazing adjacent to walking surfaces. Section 5406. Glazing, in the same wall plane as a door, must be safety glazing if within 12" of the door znd less than 60" above the valking - surface, unless the glazing is leaded or faceted glass. Section 1205(c). . Section 1207 (a). Section 511 (a). Section 5406 (d) 6. n Glazing in shower and tub enclosures shall be tempered, 1amlMted or approved plastic (including windows within 5 feet of tub or shower floor). Section 5406 (d) 5. 65 n 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 sinimam openable width 20" and the minh openable height 24". Section 1204. Basements in dwelling units shall comly wit\ the above (even if not designated as sleeping rooms). Section 12011. Walls and floors separating units in a duplex shall be of one-hour ,fire-resistive construction. Section 1202(b). A mezzanine is w intermediate floor and may not have a floor uea exceeding 33 113 percent of the total floor Era in the room belor;. The mezzanine floor mst hzve a clGr heigkit of 7 feet, above and below, and must have Cqe long side open to the room below except fGr posts ad protective walls or railings not exceeding 42" in height. Section 1716. The loft you show does not comply ES a mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. Floors above the second story shll have not less thzn 2 exits. Exceptions: 1. Occupied roofs may have one exit if such occupied zres ue less LFlLn 500 sqwe feet anrid located no higher than hediately zbove the second sto*q. 2. %en the third flocr wit!!in a unit does not exceed 500 so. it., o~ly one exit nsed be provided. Section 33O?(a). Required exit doosays shall be not less ~3-i 36" in width and not less tlii 6'8" in height, urd shall be capable of opening at lest 00 degrees. Section 3304 (f). Provide 36" high protective railing for porches, -balconies, and open sides of stair landings. Openings. between railings shall be less thur 6''. Section 1711. Provide staimay and landing details. Section Y'axiunun rise is 7" ad minimum run is 11". When the stairs sexses less than 10 occupants, or serves an unoccupied roof, rise may be 8" cru;imm and run 9" mind. 3306 (b), (c) and (PI. p' @ Minimun headroom is 6'-8". Hinimm width is 36". Fx~€R IDR STAi p~ handrails per Section 3306 (j), shall satisfy the following: Provide hmdrail fcr stain-ays with 4 cr 1, more risers. @ k..drail shall be 31r" to 38" above the nosing of traads. Tne handgrip portion of handrail shall be cross-sectional dinensi0.i. Every stain-ey landing sbll have a dimension, measured in the direction of travel, at least equal to the stairsay width. Such dimemion need not exceed 36 inches. Section 3306 (g), 33011 (5). . An interior door my open hard at the top step of a stairsay prcrided 'the top s:ep is not more thin 7 112" lcver t!!i the floor level. Section 3304 (i). . Provide details of rindicg stairay complying with Section 3306 (d): a. HinirnvP tread is 6 inches zt any pcint and mh-h 9 inches a~ e point 12 inches from where the treads are narroiiest. b. Pax;Snrm rise is 8 inches. c. Miriimum width is 36 inches. Show how guudrail connection details are adequate to support 20 pounds per lineal foot at a right angleto the top rail. Table 23-B. - 5/10/90 4 provide Spiral staiway details, per Section 3306 (f): a, Minimum ~UJI is 7 112 inches measured at a inches from vhere the treads are point 12 the narrowest. b. Maximum rise is 9 112 inches. Maximum clear opening between risers is 6 inches. C. -.Minimum headroom is 6 feet 6 inches d. The tread mast provide a clear walking area measuring at least 26 inches from the outer edge of the supporting colunn to the inner edge of the handrail. Spiral staimays my not be used for required exits when the areb served is- greater than 100 sq. ft. Section 3306 (f). Provide I.C.B.O. Resech Report and number for metal stairnay, or submit plans and calculztions and approved fabricator registered with the building department or note that the staiway fabricztion plans shall be submitted to and approved by ’he building official p-’ &lor to installation. Exterior stairczgs shall not project into the 3 foot settack frsm tlhe 2roperty lines. Section 3306 (n). - The b-alls 2nd soffits of the enclcsed usable space under interior stzirs shall be protected on the enclosed side as required for one-hour fire-resistive construction. Section 3306 (m). Within units, shcv t!!t corridors have a minimum width of 36 hches. Section 3305 (b). Room Specify roof slope. Roof slope is not adequate for roof -type specified. Table 32-B,C,D end E. 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. - . Specify minh 114 inch per foot roof slope for drainage or design to support accumulated water. Section 3207 (a) and Section 2305 (f). 61. 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 oust be other by at least 4 feet. Section 5201 (a) 6. separated from each . Show attic ventilation. Minimum vent 2x88 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 rents. Show required area and area provided. Section 3205 (c). /yt l4AsoNm 65. 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 P9 wire in horizontal joints. $. Show height and construction details of all uesonry walls. Chzpter 24. Show floor and roof connections to =sow wills. Connection s:?all resist 200 pow.6~ per lii~eal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2310. Show a minh 2” air space md flshing between planter and building walls. Section 2516 (c) 7. P 78; Garage requires one-hour fire protection on the garage side of valls and ceiling coolmon to the dwelling. Table 5-B, Section 503 (a). 7. AI^ elements supporting floor above gerage, including walls supporting floor joists, must have one-hour fire-resistive protection on the gaage side. Section 503 (b) Show 1 318” solid core self-closine door €or openings between gvage and dwelling. Section p. Garages are not permitted to open into a room used for sleeping purposes. Section 1104. 12/11/89 5 occupancy separation is not required between and residence,.provided the carport is open on two or nore sides and has no enclosed uses above. Section 503 (a) Exception 3. . Show garage franing sections, size of header Over garage opening, lateral cross bracing at plate line, method bracing garage front and holddobns if required. Chapter 23. NOTE: Maximum shear panel height-to-width ratio is 3 1/2 to 1 for plywood. 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 (i) . Provide an 18" raised platform for any FAU, water heater, or other device in the garage which may generate a flame or spark. WC Section 508, UPC Section 1310 (a). P POUKDATION +. 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 recormendations for this project. Please review the report and modify design, nErAiC ~ka. (SAD ,crks.) 9. Provide notes on the foundation plw listing the soils report recommendation for foundetions, slab and building pad preptration. . Provide a letter from the soils engineer 8/ confirming that the foundation plan, grading plan and specificztions have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated-ints the construction documents (when required,by the soil report). 2. The soils engineer recomended 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 bTiting that: 1. The building pad was prepared in accordance with the soils report, backfilled and compacted, and the intent of the soils report". 2. The utility trenches have been properly . The foundation excavations comply with 4 Show height of all foundation valls. Chapter . Show height of retained earth on all ' foundation walls. Chapter 23. . If cut or fill slopes exist, show distance of 6 foundation to edge of cut or fill slopes and .. 23. show steepness and heights of cuts and fills. Chapter 29. ,#. Xote on plans that wood shall be 6" minh above finish grade. . Hote on pltx that surface water will drain aw2.y from building and show draimge pattern and key elevations. Section 2901 (a). Section 2905 (f). s$. Dimension foundation per U.B.C. Table 29A: Floors Foot inq SUDDOrtedn Stemall Width Deoth Thickness 1 6It 12" 12" 6" 2 SIC 15" 18" 7" 3 10" 18" 24" 8" :*Foundations may support a roof in addition to tbe floors. Where only a roof is supported, use foundation for one floor. f. Show foundation sills to be pressure treated, Section 2516 (c) 3. or equal. Show foundation bolt size and spacing. Section 2907 (f). Specify size, I.C.B.O. number and manufacturer distances and spacing. . of power driven pins. Show edge and end Section 302 (d). ql7. If required, show size, imbedoent and location of hold dom 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. Section 2907 (b). Section 305 (e) 1. ShoG on the plans stepped footings for slopes steeper than 1:lO. Show minimum 18" clearance from grade to bottom of floor joists and minimum 12'' clearance to bottom of girders. Section 2907 (c). Section 2516 (c) 2. Show pier size, spacing and depth into undisturbed soil. Table 29-A. 98: Show minimum underfloor access of 18" x 24". 0 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. pR13IMG Show wall bracing. Every exterior wood stud wall and -in cross-stud partition shell be braced at each end at last every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3, Table 25-V. In 2-story buildings, shear panels at the first story (at least 48 inches in b*idth) shell be located at each end or as near thereto LS possible znd comprise at least 25 percent of the linear length of the wall, or provide design. Section 2517(g)3, Table 25-V. Note cross bridging or blocking. Floor joists and rafters 12" or more in depth shall be supported laterally by 'bridging at intemals not exceeding 8 feet, unless both edges are held inline. Show blocking at ends and at supports of floor joists, rafters and trusses at exterior walls. Section 2517 (d)=3, 2517 (h) 6. 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. Sec. 2506 (h), 2517 (d) 6. . 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 $6. Show rafter purlin braces to be not less than (h) 4. 45 degrees to the horizontal. Section 2517 (h) 5. Show double top plate with minium 48" lap splice. Section 2517 (g) 2. fit-fipp;kd:; ~ZPF)) 10A. Show nailing will be in compliance with Table / 25-4. Show or note fire stops at the following locations per Section 2516 (f): a. In concealed spaces of stud walls and partitions, including furred spaces, rt the ceiling and floor levels and at 10 foot intervals along the length of the wall; b. At all interconnections between concealed vertical and horizontal spaces such LS 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 run of stairs if t!!e walls under the stairs are unfinished; and d. In openings zround vents? pipes, ducts, chimneys, fireplaces and sunil~.~- openings which afford a passage for fire at ceiling and floor levels, with noncombustible mzterials. It. In duplexes, drzft stops shall be provided in floor-ceiling assemblies arid attics in line with walls separating units and separating units from common arezs. 111 Show stud size and spacing. Maximum allowable stud heights: Bearing k-all: 2 x4 and 2 X 6 W. 10'; x 4 w. 14', 2 X 6 max. 20'. Table 25-R-3. Non-bearing: 2 0 0 Studs supporting two floors, a roof md ceiling must be 3 x 4 or 2 x 6 at 16'' O.C. Table 25-R-3. 113. 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 2505. 2/12/90 7 \ Show that water heater is adequately braced to resist seismic forces, when not connected by rigid pipe. UMC Section 504(d). 1 3. Show shower stall can accomodate a 30" circle and has a minimum floor area of 1,024 sq. in. UPC 909 (d). 114. Provide clothes washer hook-up for each unit, /I Title 24, Part 3. NOISE INSULATION (DUPLEXFS) 16/ . 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 24. . 1,6. Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound transmission rating. Title 24. 1 7. 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, f Provide plans, calculations and worksheets to The regulations require a properly completed show compliance with current energy standards. 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 r quirements of the approved energy design.OI);L & n items shown on the plans must be in agreement with the infomation shown on the pmperly completed Form CF-1R. mandatory energy conservation requirements as listed on the enclosure titled, 95andatox-y Enerav Conservation Reauirements" . space heating (or cooling) system and provide heat loss calculations if the output exceeds 45,000 BTU/Hr. L/Gl)al 1 0. All energy Specify on the buildina 01an~ all of the Show the make,=model and efficiency of the 1 3. For room additions, show that the glazing ara 7 of the addition does not exceed 16% of the newly-conditioned floor area, plus glazing . removed or relocated due to the addition. 174. Provide fluorescent general lighting in kitchen(s) per CAC, Title 24, 2-5352(J). CMUSBAD S.P.D. & DUPLEX IbNflW k ITW~FI) urf~/,f& FS ;Sa>&. 5.vc f U$#j 0 lis. Energy conservation design should be for Zone lj6. Floor drains must have auto-prime (city 117. Note exhaust fans cannot be ductless type 18. Kew residential units must be pre-plumbed for i future solar vater heating. Kote "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 KO. 8093). 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). 7. policy). (city policy). I 17'9. Note "two 3/4" copper pipes must 0. 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). on the attached Policy 80-8, where interior living space occurs below grade at the masonry wal 1 ( s ) . . Show on the Title Sheet on the plans, the 18' information required by the attached 1 1. Incorporate the waterproofing details, ' Developmental Services Sheet 112383. 1#3. All new residential buildings, including 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 stamp on the plans. . Heavy timber 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). ~ 2 I2 6/ 90 10 , . All structures require a Class B roof covering, except room additions. If a room addition corers all of the existing building (2nd story addition), then the above exception doesn't apply 146. City Ordinance 9792 requires two parking spaceshit with clear area of 20'x20' 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 cr 24 gauge stainless steel. Openings shall not permit the passage of spheres having a diameter larger than 1/2-inch and shall not block the passage of spheres having a diameter of less than 3i8-inch. 18$! P,lease see additional corrections, or remarks, the following page. -7 184. 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. 190. 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 &de to the plans not resulting from this correction list? Please check. /- W 0 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 perform the plan check for your project. If you have any questions regarding these plan check items, pl-e contact at Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnell at the City of Carlsbad, 2075 Las Palmas Dr., telephone 619/438-1161. Thank you. .Eric losures : 1. 1) h 43 r' 2. 2/14/90 11 Date i 3-3333 Jurisdiction &LsBAD Prepared byt 1% - VALUATION AND PLAN CHECK FEE MU LTI PLI ER 8Y#O s 8sr.D? 0 Bldg. Dept. 0 Esgil I I Air ConditioninE @ Commercial . Residential @ Res. or Comm. Fire Sprinklers -@ Total Value 1 I I t 95403 PLAN CHECK NO. 90 -10 sa QE v, BUILDING ADDRESS JV09 Aut: a)& !f,&%+ t/tQc/E- APPLICANT/CONTACT R UY C€ PHONE NO. v3# -6259 SUILDJNG OCCUPANCY R:3 /la7 DESIGNER PHONE TYPS OF’ COHSTRUCTION iJ CONTRACTOR PHONE 1 SUILDING PORTION I EUILDING AREA I VALUATION 1 VALUE I Building Permit Fee $ 5 Plan Check Fee $ $ /05.0s, C 0 M M E N TS: 12/87 SHEET / OF / . .. ESGIL CORPORATION 9320 CHESAPEAKE DR., SL'ITE 208 SAN DIEGO, CA 92 123 (6 1 9) 560 I 468 fl ?ILE COPY iJ UPS D DESIGNER SUBJECT: Suspension of Plan Check Process GENTLEMEN: Plan checking of the above referenced project cannot be commenced at this time for the following reason(s1: 0 The Designer has requested-that plan check be delayed pending submittal of complete or revised plans. Esgil Corporation has determined that plans submitted are not sufficiently complete to allow making a complete plan check. To allow plan checking to commence the following item(s) must be addressed: / OProvide a Soils Investigation Report nProvide Structural Calculations 0 Provide Energy 'Calculations OProvide legible Plans OProvide complete Architectural Plans OProvide complete Structural Plans (JProvide complete Plumbing, Electr or Mechanical Plans the applicant contact person. Applicant Contact Person: Date Applicant Contacted: The contact person at Esg Telephone : $3$/ -8253 By : Esgil Corporation 121186 -4 '. I. IC ESGIL CORPORATION 9320 CHESAPEAKE DR., SUlTE 208 SAN DIEGO, CA 92 123 (619) 560-1468 0 -0 0 0 11111 rhe plans transmitted herewith have been corrected where iecessary and substantially comply with the jurisdiction's 2uilding codes. ?he plans transmitted herevith will substantially conply dith the jurisdiction's -building codes when minor deficien- zies identified are rasolv2d 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 transinitted herewith is for your information. The plans are being held at 2sgil 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 aipplicant's copy of the check list has been sent to: RD$K /3i, Y Cf 295b R .?")'r' ~ L-- -v. 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: Telephone # REMARKS : By : Enclosures: A)Ol)E ESGIL COR ORATION 7-2 -& OGA .Om Ow ODM JURISDICl'IM: CITYOFCAKLSBAD EKIGEr: PrA??axREccI(RIsaKKr CITY OF CAKLSBAD SI3RX.E FAKUY h?U) IlcmLw LWELIMS Date plans received by jurisdiction: $-ZR+JO 7-2H43 Date plans received by Esgil Corporation: Date initial plan check completed: 7-H c 3-9 '$0 By: E. VPefAlChp, Applicant contact person: R. bYCE Telephone: y3 q-625 9 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 consemation, 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, 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) 1987 NEC (eff. 10/28/87) 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 conformance with the cited codes and regulations. Per Sec. 303(c), 1988 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed UD the recheck Drocess. note on this list lor a CODV) where each correction item has been addressed i.e., ~lan sheet. sDecification, etc. Be sure to enclose the marked up list when vou submit the revised plans. mm: List No. 12, Carlsbad Single Family Dwelling and Duplex With All Supplements. PHlwUmmS ARE lsoT XH SKqmCE As PAc;Es mmxm rems HEgDIlsG a)RREmIoXs WEREDELElm. (1988 UBC) n please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite t208, San Diego, California 92123, (619) 560-1468. 5 0 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. 0- 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, €or plans deviating from conventional wood frame construction. Specify expiration date of license. (California Business and Professions Code). 6. 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 1988 UBC, UMC and UPC and 1987 hTC. Submit fully dimensioned plot plan drain 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(d). . Indicate distance from property lines to proposed building. Section 302(d). lB Section 302(d). 0 ,#. I#. 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. On the cover sheet of the plans, specify any items requiring special inspection, by way of the following: REOUIRED SPECIAL INSTRUCTIONS In addition to the regular inspections, the folloving checked items vi11 also require Special Inspection in accordance with Sec 306 of the Uniform Building Code. ITEM REQ. IF F.BiARKS CHECKED SOILS COMPLIANCE PRIOR TO FOUNDATION Ih'SP . STRUCTUWJ, CONCPm OVER 2500 PSI PRESrnSSED STEEL FIELD \('ELDING HIGH STRENGTH BOLTS MPANSION ANCHORS SPECIAL .USOMlY SPRAYED ON FIRE PROOFING PILESIGISSONS DESIGNER-SPECIFIED OTHER F'IRE -ON . Exterior walls closer than 3 feet to property lines shall be one-hour rated construction and have no openings. Table 5-A. f3 Exterior walls closer than 3 feet to a property line shall have 30 inch parapets when the 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. Section 1710. Projections, including eaves, shall be one- hour fire-resistive construction, heaxy 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 giving access to sleeping rooms. 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 1210 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 sqwe feet of floor area. Section 1207 (b). Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Section 1205 (a). Appears to be deficient in Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laundry rooms and 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 pr ov i d ing bathrooms, rooms and five air changes per hour in water closet compartments, laundry similar rooms if required openable windows are not provided. Section 1205 (c). Show discharge point for exhaust air to be at least 5 feet from any mechanical ventilating intake. Section 1205(c). Ductless fans cannot be used in bathrooms if a tub or shower is present. KO habitable room, other than a kitchen, shall be less than 7'0" in any dimension. Section 1207 (c). Show that ceiling height for habitable rooms is a minimum of 7'6". Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7'0". Section 1207 (a). Section 1205(c). Section 1207 (a). Dimension on the plans the 30" clear width for h*ater 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 doors and glazing adjacent 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 suxface, unless the glazing is leaded or faceted glass. Section 5406 (d) 6. n 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 minimurn openable height 24". Section 1204. Basements in dwelling units shall comly Kith 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). A mezzanine is an intermediate floor and may not have a floor yea 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. Section 1716. The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. EUTS. !SAIFS?AYS. AND FAILINGS Floors above the second story shall have not less thyl 2 exits. Exceptions: 1. Occupied roofs may have one exit if such occupied areas ue less than 500 square feet and located no higher than inmediately above ae second story. 2. When the third floor wit5in a unit does not exceed 500 sq. ft., o~ly one exit need be prcvided. 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 00 degrees. Section 3304 (f). Provide stairway and landing details. Section !taximum rise is 7" and minimum run is 11". h%en the stairs serves less than 10 occupants, or serves an unoccupied roof, rise. may be 8'' maxh and m 9'' min-. 3306 (b), (e) and (PI. / @ Mink headroom is 6'-8". Minkan width is 36". FX7€RlDR STAi #is @- handrails per Section 3306 (j), shall satisfy the following: Provide handrail €or stairways with 4 or 1. more risers. @ Padrail shall be 34" to 38" above the nosing of treads. @ The handgrip portion of handrail shall be not less th.m 1 1/2", 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 stzirway width. Such dimension need not exceed 36 inches. Section 3306 (g), P 3304 (j). . hn interior door may open ink-ard at the top step of a stairway provided the top step is not more than 7 1/2" lcwer "lzn the floor level. Section 5304 (i). . Provide details of winding stainiay complying f with Section 2306 (d): a. Minimum tread is 6 inches at aiiy point and mind 9 inches at a point 12 inches from where the treads are narrovest. Provide 36" high protective railing for porches, balconies, and open sides of stair b. Piirrmm rise is 8 inches. landings. Openings.between railings shall be less than 6". Section 1711. c. Minimum width is 36 inches. Show how guardrail connection details are adequate to support 20 pounds per lineal foot at a right angleto the top rail. Table 23-B. - . provide spiral stairway details, per Section a. Minimum run is 7 112 inches measured at a inches from where the treads are p 3306 (f): point 12 the narrowest. b. Maxh rise is 9 112 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. . Spiral stainiays may not be used for required st exits when the area served is greater than 400 sq. ft. Section 3306 (f). Provide I.C.B.O. Resarch Report and number for f. metal staixvay, or submit plans and calculations and approved fabricator registered with the building department or note that the stainiay fabrication plans shall be submitted to and approved by the building official prior to installation. Exterior stairnays shall not project into the 3 foot setback from the property lines. Section 3306 (n). - . The walls and soffits of the enclcsed usable space under interior stairs shall be protected on the enclosed side as required for one-hour fire-resistive construction. Section 3306 (m). 55. Within units, show that corridors have a minimum width of 36 inches. Section 3305 (b). . P ,+. Specify roof slope. ;?: specified. Table 32-B,C,D and E. Roof slope is not adequate for roof type @ ;;?ify roof material and application. Chapter 3. 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. . Specify minimum 114 inch per foot roof slope for drainage or design to support accumulated water. Section 3207 (a) and Section 2305 (f). 61. Show roof drains and overflows. Section 3207. - 7 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 7' 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). !EmZ 65. 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 89 wire in horizontal joints. Show height and construction details of all Show floor 2nd roof connections to masonry valls. Connection shail resist 200 pounds per liiieal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2310. Show a minimum 2" air space and flashing between planter and building walls. Section 2516 (c) 7. '' m.sonry walls. Chapter 24. 76 Garage requires one-hour fire protection on the garage side of valls 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 1 318" 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. P @ Section 1104. 12/11/89 5 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 holddobns if required. Chapter 23. NOTE: Maxh shear panel height-to-width ratio is 3 1/2 to 1 for plywood. Table 25-1. Doors may open into the garage only if the floor or landing in the ghage 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). #- . 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 recommendations for this project. Please review the report and modify design, reauired to show 5- /3* j/J TQ 5 9. Provide notes on the foundation plan listing the soils report recommendation for foundations, slab and building pad preparation. 8f. 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 engineer recommended that he/she 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. The building pad was prepared in accordance with the soils report, backfilled and compacted, and the intent of the soils report". 2. The utility trenches have been properly . The foundation excavations comply with Chapter $. Show height of retained earth on all foundation walls. Chapter 23. . If cut or fill slopes exist, show distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29. . Note on plans that wood shall be 6" minimum above finish grade. Section 2907 (a). . Note on plas that surface water will drain away from building and show drainage pattern and key elevations. 1 Show height of all foundation walls. 23. Section 2905 (f). /$s. Dimension foundation per U.B.C. Table 29A: Floors Footinq Supported+( Stem;zll Width Depth Thickness 1 6" 12" 12" 6" 2 8" 15" 18" 7'l 3 10" 18" 24" 8" &Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. . 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 2516 (c) 3. . + . gP Section 302 (d). 2/13/90 6 If required, show size, imbedment 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. 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:lO. 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. Section 2907 (c). Section 2516 (c) 2. . 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 &6. Show rafter purlin braces to be not less than (h) 4- 45 degrees to the horizontal. Section 2517 (h) 5. 107. Show double top plate with minimum 48" lap , Section 2517 (9) 2. Rgfl~cqfi;: .$f+p$ 19. Show nailing will be in compliance with Table splice. 25-4. 0 Show or note fire stops at the following locations per Section 2516 (f): a. In concealed spaces of stud walls and partitions, including furred spaces, at Show minimum underfloor access of 18" x 24". the ceiling ana floor levels and at 10 Section 2516 (c). foot intervals along the length of the 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. Show wall bracing. Every exterior wood stud wall and main cross-stud partition shzll be braced at each end at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (9) 3, Table 25-V. In 2-story buildings, shear panels at the first story (at least 48 inches in width) shall be located at each end or as near thereto as possible and comprise 2t least 25 percent of the linear length of the wall, or provide design. Section 2517(g)3, Table 25-V. 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. Show blocking at ends and at joists, rafters and trusses Section 2517 (d)=3, 2517 (h) 6. supports of floor at exterior walls. wall; b. At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings j c. 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 +&e walls under the stairs are unfinished; and d. In openings around vents? pipes, ducts, chimneys, fireplaces and sunilar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. 1 0. In duplexes, draft stops shall be provided in floor-ceiling assemblies and attics in line with walls separating units and separating units from common areas. 111 Show stud size and spacing. Maximum allowable stud heights: Bearing wall: 2 x4 and 2 x 6 max. 10'; Non-bearing: 2 x C max. 14', 2 x 6 max. 20'. Table 25-R-3. f 0 12. Studs supporting two floors, a roof and ceiling must be 3 x 4 or 2 x 6 at 16" O.C. Table 25-R-3. / n 113. 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 2505. U 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. . Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2516 (m). 115. Detaii shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. i . 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 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 'f 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). Provide framing sections through Section 302 (d). Specify all header sizes for opening over 4' wide. Section 2517 (9) 5. . Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (b). panels, shear transfer and related. Section 302 (b). Provide calculations for lateral loads, shear In Seismic Zones 3 and 4, the allowable shear wall values for drywall in Table 47-1 must be reduced 50 percent when considering earthquake loads. This does not apply to wind loads. Footnote 1. 125. Show on the plans all structural requirements developed in the structural calculations. Section 302 (d). (See coments below or at end*) Ct) LiUE 16" fburUC De3Gr~ 3FL,f&FiL)F( hT WJ LI DO& 0 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 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. 49. Show draft separation for attic areas between . Specify plywood and/or particle board '36 thickness, grade and panel identification . When roof pitch is less than 3:12, design ridge as a beam. . If foundation cripple wall studs are less than 14" high, framing shall be solid blocking, or sheathed with plywood. shall be 3 inch by 4 inch or 2 inches by 6 inches when sup orting 2 stories. Section 2517 (gp 4. Section 2516 (c) 4. units in a duplex. Section 2516 (f). index. Table 25-S. Section 2511 (h). Section 2517 (g) 4. Cripple wall studs exceeding 4 feet in height . Show plywood sheathing over exposed eaves, or l3h 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. across the beams at the ridge support. Section 2501 (b). 7. In open beam construction, provide strap ties All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. I 138. I lis. do. I i 14'1. I i12. SOW 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 hating 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. LJC, Sec. 1212. show minimum 30" deep unobstructed working space L. front of furnace. Section 505, 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 ap?limce. Section 704 MC. I&). %ow I.C.B.O. approval number for prefab fireplace. Show height of chimney above roof per I.C.B.O. approval or fable 37-B. to be minimLrm 30 inches by 30 inches. The opening nay be 22 inches by 30 inches if the equipment can be removed throu-eh such opening. Section 708 UHC. :/5. Were equipment is instzlled in the attic, the distvlce from the attic access to such equipment shall not exceed 20 feet. 14. Note tbt pusageway to the attic furnace sbll be unobstructed and have continuous solid flooring not less thLn 21r inches vide. Section 708 UHC. . sow access to the attic containing equipment ! i67. Show pelnanent electri-1 outlet and lighting fixture controlled by a switch for the attic furnace. Section 708 1MC. . Show details to comply with Sec:ion 709 for furnace under the floor, or Section 710 €or 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 et each floor or ceiling., UBC, Section 1706 (a) 6. , 1 0. Provide dryer vent to outside. UHC, Section 1903. - ELDXRIcAL tlunO?UL ELGQOUW CDDEl All wiring shall comply with the National Electrical Code. 1 1. 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 sc!!edule and load calculations. il Show location of all electrical receptacles. Electrical receptacle locations and/or spacing is not adequate in ~/LIILI& Pm, Show at lwt one convenience outlet other than outlets for laundry, etc., outdoors, in gzzages and basments. hZC, Art. 210-52. If. Note convenience outlets in bathroous, kitchen counter top(s) vithin 6 feet of the kitchen sink, outdoors, and in gzrages and basements (other thm for lzundry and similar equipment) shall be GTI protected. hZC, Art. 210-8. per hSC, hrt. 250-61. Sote electrical system ground to be provided 1 7. Show water heater size, type and location on pluls. UPC, Section 1301. l&. Show source for providing combustion air to fuel burning water heater. If wall openings in an enclosL-e 2-re csed, at lwt one-half of the required openhg zra shall extend into the upper twelve inches of the enclosure and one-half rithin the lower twelve inches. UPC, Section 1307. / 151. Fuel combustion vater heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section 1309. . Provide adequate burier to protect water heater from vehicle damage. An 18" platform for the water heater does not satisfy this requirement. UPC, Section 1310. I.. Show T and P valve on water heater and show route of discharge line to exterior. UPC, Section 1007 (e). 1/19/90 9 Show that water heater is adequately braced to resist seismic forces, when not connected by rigid pipe. UMC Section 504(d). 1 3. Show shower stall can accommodate a 30" circle and has a minimum floor area of 1,024 sq. in. UPC 909 (d). 114. Provide clothes washer hook-up for each unit. Title 24, Part 3. i 165. Show details of duplex comon (party) walls and I 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 24. ' 6. Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound transmission rating. Title 24. 1 7. 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. t ENERc;y C€M!SB?VATION Provide plans, calculations and worksheets to The regulations require a properly completed show compliance with current energy standards. 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 r quirements of the approved energy design.&f%f &* T3 items shown on the plans must be in agreement with the information shown on the prpperly completed Form CF-1R. mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Enernv Conservation Reauirements". space heating (or cooling) system and provide heat loss calculations if the output exceeds 45,000 BTUlHr. -5Gdad 1 0. All energy 1. Specify on the bui1di.w plans all of the Show the make,=model and efficiency of the 1 3. For room additions, show that the glazing area I of the addition does not exceed 16% of the newly-conditioned floor area, plus glazing removed or relocated due to the addition. 174. Provide fluorescent general lighting in kitchen(s) per CAC, Title 24, 2-5352(J). f bEIw/W k i7Wa.l Llrj&qf6 ,G5 d2&. seE f UGkfT3 CARLSBAD S.P.D. h s[mpLp&KT 0 lj5. Energy conservation design should be for Zone 116. Floor drains must have auto-prime (city 117. Note exhaust fans cannot be ductless type 18. New residential units must be pre-plumbed for 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). 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). 7. policy). (city policy). 1 future solar water heating. . Note "two 3/4" copper pipes must 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). . Incorporate the waterproofing details, on the attached Policy 80-8, where interior living space occurs below grade at the masonry wall (5). . Show on the Title Sheet on the plans, the 18' information required by the attached Developmental Services Sheet 112383. 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 stamp on the plans. . Heavy timber 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). 3. All new residential buildings, including . 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 146. City Ordinance 9792 requires two parking i.e. no apply * spaces/unit with clear area of 20'x20' washing machines, etc. Show compliance. 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 1/2-inch and shall not block the passage of spheres having a diameter of less than 3/8-inch. 87. All chimneys attached to any appliance or. J Please see additional corrections, or remarks, on the following page. 18y. 189. 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. 190. 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. 0 0 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 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 Carter Darnel1 at the City of Carlsbad, 2075 Las Palmas Dr., telephone 619/438-1161. Thank you. Enclosures: 1. /)0+4-)" 2. 2/14/90 11 Dater 7,9/7i> Jurisdiction -D Prepared by1 rr E, Y-P&!Jf&J& VALUATTON AND PLAN CXZCK F'EP / I Air ConditioninE' 0 Bldg. Dept, 0 Esgil I. I 1 PLAN CHECK NO. 90 -/0gz BUILDING ADDRESS p,kp-jjp 1srp (?~RCIF APPLICANT/CONTACT e. &-J+LE PHONE NO. y3q -Gag9 BUILDING OCCUPANCY TYPS OF CONSTRUCTION vr3 CCNTfiACTOR PRONE: e-3 - DESIGNS8 PHONE .. . Coininercial . I I I I - I 1 I 'a -I I I I I I I I I Res. or Con&. fire Sprinklers .. @ Building Permit Fee $ Plan Check Fee $ C 0 M ME N 1s: SHEET 1 OF ,/ 12/87 BUILDING PLANCHECK ENGINEERING CHECKLIST DATE: 12 CT 9 a ITEM COMPLETE PLANCHECK NO. 90 - I b 13 0 ITEM INCOMPLETE - NEEDS YOUR ACTION 2 3 P409 RIIFNA \I lSTA CWI I F NR - X ITEM SELECTED D D A. P.N. 155-222.--03 C C PROJECT ID: HH E E LEGAL REOUIREMENTS cc K K Site Plan do0 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 (X) grade and drainage patterns. 3. Provide cription and Assessors Parcel Num Discretionary ADDroval Comliance 9/ 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 -X A. Site lacks adequate public improvements. c,G,*g,Li/ Existing drainage improvements not shown or in conflict with site plan. Site is served by overhead power lines. Grading is required to access site, create pad or provide for ultimate street improvement. with the site plan were found: B. C. D. FRMOOIO. OH oa/ 2 918 9 Y E. Site access visibility problems exist. Provide onsite turnaround or engineered sol uti on to problem. F. Other: Ped i cat i on Reau irements J 9. No dedication required. 10. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropri ate 1 egal descri pt i on 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 foll ows : Dedication completed, Date: By: ImDrovement Reauirements 11. No public improvements required. SPECIAL NOTE: Damacied or defective imDrovements found adjacent to buildina site must be reoaired to the satisfaction of the Citv insDector Drior to OccuDancv. .12. Pub1 ic improvements required. This project requires construction of pub1 ic 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 plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. The required improvements are: Improvement plans signed, Date: By : FRMOO 10. OH 08/29/89 X 13. Improvements are required. Construction of the pub1 ic 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. By : provement Agreement completed, Data3 @T90 Gradina Reau i rementf 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. 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 aradinq substantially comDlete and found acceDtable to the City InsDector Drior to issuance of Buildina Permits. d 14. 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 fol 1 owing: - I/ 18. Sewer Permit is not required. 19. Sewer Permit is required. A Sewer Permit is required The fee required concurrent with Building Permit issuance. is noted below in the fees section. I - f 20. Industrial Waste Permit is not required. FRMOOlO . DH - 21. Industrial Waste Permit is required. Applicant must complete Industri a1 Waste Permit Appl icantion Form and submit for City approval prior to issuance of Building Permits. Permits must be i ssued prior to occupancy Industri a1 Waste Permi t accepted - Date: By : Fees Reaui red l$!6 22. Park-in-Lieu Fee Quadrant: Fee per Unit: Total Fee: bl!e 23. Traffic Impact Fee Fee Per Unit: Total Fee: Bridge and Thoroughfare Fee N/pI 24. Fee per Unit: Total Fee: Pub1 i c Faci 1 it i es Fee required, N//9 25. bl/A 26. Faci 1 i ties Management Fee Zone: Fee : w27. Sewer Fees Permit No. EDU' s hI!A 28. Sewer Lateral required: Fee : Fee: x REMARKS: wo Vl E PROW T1Sm nrrv E\L Lmr m>v_ F.sRF ClJ l2w?N7- "NE-. FlJ-I-llRE IdP. *REF WLL 'BE P&l&FF xztn ENGINEERING AUTHORIZATION TO ISSUE PERMIT FRMOOlO. DH 08/29/89 RECORDING REQUESTED BY AND ) WHEN RECORDED MAIL TO 1 CITY OF CARLSBAD 1 Carlsbad, CA 92008 1 1200 Elm Avenue Space above this line for Recor- der's use. CITY OF CARLSBAD Permit No. BP 90-1613 Parcel No. 155-222-03 CONTRACT FOR FUTURE PUBLIC IMPROVEMEIWS THIS AGREEMENT is made by the City of Carlsbad, a municipal corporation, hereinafter referred to as llCityll, and Elizabeth Jean Hough, hereinafter referred to as "Property Owner.I1 RECITALS WHEREAS, Property Owner has applied to City for a building Permit Number 90-1613 for the real property hereinafter described, now under Property Owner's ownership; and WHEREAS, it has been found that said property is not suitable for development in its present condition, however said property would be suitable for development if certain public improvements hereinafter described are constructed and certain irrevocable offers of dedication are made to City; and WHEREAS, the Municipal Code of City requires certain improvements and dedications as a condition of approval of this building permit; and WHEREAS, Property Owner has requested that approval of said building permit be granted by City in advance of the time said improvements are to be made; and WHEREAS, Property Owner, in consideration of the approval of 1 Rev. 6/19/90 said building permit desires to enter into this agreement securing the construction of said improvements, and City has determined it to be in the public interest to agree to temporarily postpone said construction; NOW, THEREFORE, IT IS AGREED between the parties hereto as follows: Section 1. That City agrees to record any irrevocable offers of dedication made by Property Owner for (none required). Section 2. That Property Owner, in lieu of making the hereinafter described improvements before approval of said building permit is granted, agrees to install and construct, or cause to be installed or constructed, said improvements in accordance with plans and specifications approved by the City Engineer within sixty (60) days after written demand so to do by City. Property Owner shall not be required to make said improvements before November 1, 1992, or within such further period of time as is granted by City, provided, however, that upon the happening of either of the following occurrences said improvements may, at the sole election of City, be required to be made sooner than said date or such extended period of time which may have been granted by City: (a) When the City Council finds that the owners of 40% or more of the frontage, including the frontage of Property Owner, between intersecting streets on both sides of the street upon which the property herein described has frontage, have agreed with City to install street improvements to City specifications. (b) When owners of more than 50% of the frontage, between intersecting streets on both sides of the street upon which the property herein described has frontage, have petitioned 2 Rev. 6/19/90 the city to form an improvement district for the improvement of said streets. Said improvements shall be made without cost or expense to City. City estimates that the cost of engineering and construction of said improvement at the time of signing this contract is seven thousand seven hundred fifty and OO/lOO DOLLARS ($7,750.00) . Property owner hereby acknowledges that said cost is a reasonable estimate of engineering and construction costs at this time and that the actual cost of same at some time in the future may exceed this estimate. Section 3. That for the faithful performance of the promises and covenants herein contained, Property Owner hereby grants to City a lien upon the hereinafter described property in the amount of $7,750.00 plus any future increases of cost in excess of this sum resulting from increased engineering and construction costs, and in the event Property Owner, Property Owner's successors, heirs, assigns, or transferees fail to install and construct said improvements in the manner and within the time specified herein, Property Owner agrees that City may do any or all of the follow- ing: (a) Have the necessary engineering for said improve- ments done, and install and construct said improvements by contract or otherwise. city or its contractor and contractor's employees may enter upon any portion or portions of the property reasonably necessary for said engineering and construction, and the entire cost and expense shall be charged against said property and payable by said Property Owner, Property Owner's successors, heirs, assigns or transferrees immediately upon completion of said improvements. In the event same is not paid within thirty (30) 3 Rev. 6/19/90 days from completion, City may foreclose said lien as provided by law for the foreclosure of mortgages. (b) Direct the City Engineer to estimate the cost of necessary engineering, and the work required to install and construct said improvements, and foreclose said lien in said amount. (c) Pursue any remedy, legal or equitable (including those specifically referred to herein), for the foreclosure of a lien, and the Property Owner, Property Owner's successors, heirs, assigns and transferrees, shall be liable for reasonable attorney's fees as a cost in said proceedings. Section 4. That it is agreed that anything herein contained to the contrary notwithstanding, the promises and covenants made herein shall not be binding upon the holders, mortgagees, or beneficiaries of any purchase money mortgage or purchase money deed of trust for value which has been or may in the future be executed by the Property Owner, Property Owner's successors, heirs, assigns or transferees, and the lien hereby created shall be and is hereby subordinated to and declared to be inferior and subsequent in lien to the lien of any such purchase money mortgage or purchase money deed of trust. The lien hereby created shall likewise be of no force or effect against any owner whose title to the property hereinafter described is acquired by or as a result of a foreclosure or trustees' sale of any such purchase money mortgage or purchase money deed of trust. Section 5. That at any time during the period herein provided, the Property Owner, Property Owner's successors, heirs, assigns or transferees may deposit a cash bond or post a surety performance bond satisfactory to the City to charge said surety 4 Rev. 6/19/90 with the cost of said improvements; the amount of bond to be the estimated cost of engineering and improvements at the time of such deposit or posting as ascertained by the City Engineer, and that upon deposit of said cash or posting of said bond the City agrees to release the property, or any portion of it as to which said deposit or posting applies, fromthe provisions ofthis agreement, and to execute any necessary release to enable the record title of the property to be released from the lien herein imposed. Section 6. Said City shall not, nor shall any officer or employee thereof, be liable or responsible for any accident, loss or damage happening or occurring to the work or improvements specified in this agreement prior to the completion and acceptance of the same, nor shall said City, nor any officer or employee thereof, be liable for any persons or property injured by reason of said work or improvements, but all of said liabilities shall be assumed by said Property Owner and Property Owner's successors, heirs, assigns or transferees, and they shall save the City harmless from, and indemnify the City against, any and all claims, suits and liabilities of or to any person or property injured or claiming to be injured as a result of said work or improvements. Said Property Owner, and Property Owner's successors, heirs, assigns or transferees, further agrees to protect said City and the officers and employees thereof from all liability or claim because of, or arising out of, the use of any patent or patented article in the construction of said improvement. Section 7. It is further agreed that said Property Owner will at all times up to the completion and acceptance of said work and improvements by the City, give good and adequate warning to the traveling public of any dangerous or defective conditions of 5 Rev. 6/19/90 public property. The Property Owner hereby agrees to pay for such inspection of improvements as may be required by the City Engineer of city. Section 8. This agreement and the covenants contained herein shall be binding upon and inure to the benefit of the successors, heirs, assigns and transferees of Property Owner, shall run with said real property, and create an equitable servitude upon said real property. Section 9. A description of the property referred to herein and upon which said lien is imposed is described as follows: Portion of Lot 17, Buena Vista Gardens, Map No. 2492 Filed in the Office of the San Diego County Recorder August 4, 1948. /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// /// 6 Rev. 6/19/90 T ! kL Section 10. The required improvements to be constructed and the estimated costs thereof are as follows: IMPROVEMENTS ESTIMATED COSTS Engineering L.S. Curb & Gutter 217 L.F. Sidewalk 1085 sq. ft. 500.00 2,605.00 3,535.00 +15% Contingency 1,010.00 TOTAL ~ $7,750,00 Executed this day of&F , 19YD. DEVELOPER CAT. NO. "00627 TO 1944 CA (7-82) (Individual) CITY OF CARLSBAD a municipal corporation of the State of ---I 1 c 1- COUNTY OF D, e9 0 2 =?!,I lqqb before a Notary Pubiir irl 3nd for said State, pcrsonzlly appeared CA I i//eCr / I E- ~- 1-7- proved to me on the basis of satisfactory evidence to be the penon-whose name / 5 subscribed to the within instrument and acknowledged that exe- cuted the same. WITNESS my hand and official sed. Signature . . .. - .. -. . .. Notary Publrc - Cat fornia SAN DIEG9 COUNTY assistant secretary unaer corporace seal empowering tnat orricer to bind the corporation.) APPROVED AS TO FORM: VINCENT F. BIONDO, JR. City Attorney By: Deputy City Attorney 7 Rev. 6/19/90 Cln OF CARLSBAD CARL$BAO, CALIFORNIA 92008 438-5821 1200 ELM AVENUE 'i ACCOUNT NO. DESCRIPTION 1 AMOUNt I (SPACE ABOVE THIS LINE FOR RECORDER'S USE) POWER OF ATTORNEY SPECIAL KNOW ALL MEN BY THESE PRESENTS: That I, EXIZJfBETfj Jr;'Ah/ - BmCrh' l/%--- -7 the undersigned (jointly and severally if more than one, "principal"), hereby make, constitute and appoint cw/A L E Y principal's true and lawful attorney to act for principal and in principal's name, place and stead and for principal's use and benefit: " ,I 5,. * ... , .. . .. , ...-... . . ,I ...I , , A. .. .. ~,~. .r.<' ., Principal hereby grants to said attorney in fact full power and authohty to do ahd per&m'.eachand every act and thing which may be necessary, or convenient, in connection with'any oftthe for& .oing,;as fully, to all all that our said attorney in fact shall lawfully do or cause to be done by authority hereof. intents and purposes, as principal might or could do if personaliy present,. nereby?ati 9 yjng ahd confirming pa WITNESS my hand this kJ/ t7t- ~ ~-4ay of 119 Wherever the context so requires, the singular numb A STATE OF CALIFORNIA 1 QQ Lw . , In the year 19Xy before me, the undersigned, a Onthis !q* dayof \ kb~ and for said State, personally appeared I n personally known to me (or proved to me on the basis of satisfactory evidence) to beYhe personBwhose name to the within Instrument. and acknowledged to me that Lhe- executed it. I I FLl"3cxbet-k d PCxA 440 ch,* n k . ' 5 POWER OF ATTORNEY.SPECIAL WOLCOTTS FOAM 1406-Rev. 9.82 01982 WOLCOITS. INC. brke ClaSS 3) Notary Public in -subscribed . .. This standard form I5 Intended for the IyplCll flluatlons sncounlered In Ihe tield Indicated. However. belote you slgn. read It. till in all blanks. and make whatever changes are appropriale and necessary lo your particular transadion. Consul1 a lawyer If you doubt the lorm's fitness for your purpose and use. - , RLCClRDlNG REQUESTED AND WHEN RLCORDLD MAIL THIS txEo AND. UNLESS OTHER w11:c mnowN ~CLOW. MAIL TAX STATEMENTS TO: 1 MAUS rEl izabeth Jean Peters Hough mr*.- 2409 Buena Visat Circle CIW L Carlsbad, CA. 92008 OTATC L i Tillr Orrlrr Nn. I.:sr r n w SI). n Cr I,&&<,\ OLtLI hereby CRANTf S) to ELIZABETH JEAN PETERS 1JOUGH, a married woman as her sole and separate property, MAR26 9 42 A!! '81 off i c i x t A 1; c 0 R D s OIECO COUHTY. CA, VERA L. LYLE RECORDER SPACE ABOVE THIS LINE FOR RECORDER'S US2 That portior! of I.nt 17 of RIJFNA VISTA CARDFW. 5n the City nT Carlsbac!, Cwm+,y of San Diego, State of California, according to Map thereof No. 2492, filed in the office of the County Recorder of San Diego County, August 'I, 1948, lying Westerly of the location and prolongations of a line described as per the attached Exhibit "A" comprising one page, which by reference hereto is incorporated herei n. NOTARY PUOLlC CALIFORNIA PRINCIPAL OFF ICE IN SAN OlEGO COUNTY FOR NOTARY SEAL OR STAMP rrmvc A hswssor's Parcel No. ............................................ ---. .. ..I_. ... .._____________.I_ -..-__ __- Nootr Strrrt Atidrris City 9 State C-16 (Rrv 9/79) Printed hy Tirnrn STATE OF CALIFORNIA-THE RESOURCES AGENCY GEORGE DEUKMEJIAN, Governor CALIFORNIA COASTAL COMMISSION SAN DIEGO COAST DISTRICT 1333 ;4MINO DEL RIO SOUTH, SUITE 125 (61 9) 297-9740 3AN. ‘;GO, CA 92108-3520 Shirley P. Cook 2409 Buena Vista Circle Carlsbad, CA 92008 Re: Waiver # 1067 Applicant/Agent: Enclosed please find your check which is being returned to you due to the recent De Minimis (or) Standard Waiver approval of Such waivers are exempt from permit fees. ! your coastal development permit application on Auqust 7, 1990 . Sincerely, Office Assistant (1889M) pic mq 8pIGJII&L ' firs 90 /6:/3 PLANNING CHECKLIST c c; pJ< td Plan Check No, 5'0- - Address 2LIbq 19 L/"h 4 V,*JLj 1 Phone 438-1 161 A! Type of Project and Use fl-n~J-1 9- 5 <LA-, 1 FLn P AJJ; >' ;nt ApN: /.J:F / -^z! E3 Pl anner i? A <.A/ b It r- tq I $2: ' (Name) L3 Zone k'- J-10 Faci l f ties Management Zone I Pl,d,,tt \/i?JJA +rAe4 et Iff 17 :I $I$ 22.a +-nJM. ]**a - legend <SA4 owu [-;21 Item Camplete @ Item Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number that deficiency I was identified 4 I .. Environmental Review Required: YES NO - /.TYPE ' bATE-OF COMPLETION: i I' Compl ihnce.wi th condi tlons of approval? If not, state conditions which Conditions of Approval ~ require action. . ., biscretionary Action Required: YES NO '/TYPE APPROVAl/RESO. NO. DATE: ~ FRoJECf NO. as Cmpl iance with conditions of approval? If not, state conditions whit.h require action. I OTHER RELATED CASES : 1 5 r Condi ti ons of Approval - 1 Y .,* Coastal : YES I/ . NO DATE OF APPROVAL: I CamplianCe..with conditions of approval? ff not, state conditions which require action, .- Condltionr af Approval w Landscape P1 an Required: YES NO ---- J. See attached submittal requirements for 1 andscape plans ." te Plan: 1, provide a fully dimensioned site plan drawn to scale. S North -- amw, Lopertv lin-es, easements, exj&ing and -prop_ structures , streets ,+ ex i st I ng Street improvements, - right /-- -0 f wm-finxd i men s i o ne d s e t b a c k s . show on Site Plan: Finish floor elevations, elevations of fil grade adjacent to building, existing topographical lines, exisi and proposed slopes and driveway. provide legal description of property. ' 4. Provide assessor's parcel number, rl 2. I. '! .. .tb. 3. . Zoning: R- 1-10 1. Setbacks: Y If ' Front: Requited ad Shown 20' Required . 10' Shown to' Requ i red a o~ Shown * /PV i5-ld ~tq~~ MW;A-fnt. Side: Required /o', Shown 4' &b'3 Street Side: . Rear: 2, Lot coverage: Requ i red Vb % Shown ' 3, Height: 4. Parking: Spaces Requ i red Shown Shown Required 35' Shown 4 3 -- El -I I" Guest Spaces ,' .- Required + udo i i co&nts ?;ad &narks have been made on the building plans. marked-up plans t:ay be pickd.up at the Building Department. up plans must be.resubmitted with the revised plans for this project. Th These mark /'.. I. 1. d! '. . I .I Have plans been marked up? YES NO September 4, t890 Robert Royce, AM 2958 R oosevelt Street Carisbad, CA 82008 As w8 discussed last week, the proposed remodel of the Cook's reesfdence will 68 approved by the Planning Department prodded that the structure does not encroach io& the requirsd setbacks. The plan we teeviewed together would conform to the requited yards, e$ the flrepl8oe is a legal encroachment (up to two feet) Into the required front yard. As long as the drivewey's required ihme foot flare Is aut of the cufve radius for Buena VIsta Circle, access can be provided to ths new garage. If you have any questions, pleese feel free to call me at (619) 438-7 1%7, exiensior; 4329. *A Sincerely, Dlck Cook 2409 Buena Vista Cifccle Carlsbad, CA 92008 KEN LONO - CWlL ENOINEERINO RCE 32728 527 N. Hwy 101 [sui$ e] Sdana Beaeh, CA 92075 [619] 481-7866 June 22,1990 .. . *KENNETH LONG - CIVIL ENGINEERING 527 N. Hwy. 101 (Suite E) SOLANA BEACH, CA 92075 Phone 481-7866 CALCULATED BY DATE CHECKED BY DATE - SCALE I I c 04188 I. sfTE USE OF SCHOOL FACILITIES/RENTALS S USE OF SCHOOL BUS $ $ DAMAGE TO SCHOOL PROPERTY 5 $ DAMAGED OR LOST BOOKS SALE OF SURPLUS to verify I bu i 1 ding !d by the lent . $ INSURANCE $ $ TELEPHONE COMMISSIONS $ TOTAL $a- %C1-9.q & \qN INCOME ABATEMENT 0 ACCOUNT Nd. RECEIVED CASH 0 CHECK 16) -- - - - -- ACCOUNT NO. - - - -- - ACCOUNT NO. - Project Applicant: RESIDENTIAL: SQ. FT. of living area /773 -dwelling units SQ. FT. of covered area SQ. FT. of garage area COMMERCIAL/ IN SQC Prepared By Date FEE CERTIFICATION (To be completed by the School District) L’Applicant has complied with fee requirement under Government Code 53080 Project is subject to an existing fee agreement Project is exempt from Government Code 53080 Residential Comm/Indust Final Map approval and construction started before September 1, 1986. (other school fees paid) Other Fee Levied: $$,-F0\,3ci based on (.;‘I73 sq. ft.@ $ 1- T-6 Fee Levied: $ based on sq. ft.@ AB 2926 and SB 201 fees are capped at $1.58 per square foot for residential. AB 2926 is capped at 8.26 per square foot for commerciai/industrial.