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HomeMy WebLinkAbout1743 CEREUS CT; ; CB901767; Permit4 •• S ' •.-.•'• f -BUILDI-NGPE.RMIT 02/04/91 14:41. Page 1 of 1 Job Address: 1743 CEREUS CT Str: Permit Type: RES I DENTAL ADD/ALT (OVER $1.0K) Parcel No: 215-516-43-00 . Valuation: 27,238 Construction Type.: VN Occupancy Group: R3 Class Code: Description: 362 SF FAM/BEDROOM + 175 SF • : PATIO • ••' : ' Permit No: Project No: Development No: Fl: Ste: CB901767 A9002012 Appl/Ownr : LUNDBORG, ROBERT 1743 CEREUS.CT CARLSBAD, CA 92009 OWNER : LUNDBORG, ROBERT *** Fees Required *** Status: Applied: Apr/Issue: Validated By : 619 431-1268 ISSUED 11/05/90 02/04/91 DC * ** Lie. OWNER .619 Fees Collected & Credits ,< 431-1268 *** Fees: 466.00 Adjustments: .00 Total Fees: 466.00 Fee description Total Credits: Total Payments: Balance Due: Units Fee/Unit . 00. 172.00 .294. 00 Ext fee Data Building Permit Plan Check Strong Motion Fee * BUILDING TOTAL ' ; Enter "Y" for Electric Issue Fee > Enter "Y" for Remodel > *•ELECTRICAL TOTAL ($10 Minimum) 272.00 177.00 2.00 451.00 • 5.00 Y 10.00 Y 15. 00 INSP. jf CLEARAN NAL APPROVA °1 DATF1 "l^l 1 \ CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad CA 92009 (619) 438-1161 V • • B U I L D I N ' G. PERMIT 02/04/91 14:18 ' Page 1 of 1 • • Job Address: 1743 CEREUS CT Str: Permit Type: RESIDENTAL ADD/ALT (OVER $10K) Parcel No: 215-516-43-00 Valuation.: . 27,238 Construction Type: VN Occupancy Group: R3 Class Code: Description: 362 SF FAM/BEDROOM + 175 SF : PATIO Permit No: CB901767 Project No: A9002012 Development No: Fl: Ste: 0718 02/04/91 0001 01 02 C-PRKT 294.00 ISSUED 11/05/90 01/31/91 DC Appl/Ownr •- LUNDBORG, ROBERT 1743 CEREUS CT CARLSBAD, CA 92009 Status: Applied1. Apr/Issue: Validated By: 619 431-1268 OWNER : LUNDBORG, ROBERT *** Fees Required *** • *** Fees: 466.00 Adjustments: ..00 Total Fees.: 466'. 00 Fee description Building Permit Plan Check Strong Motion Fee * BUILDING TOTAL Enter "Y" for Electric Issue Fee > Enter "Y" for Remodel > * ELECTRICAL TOTAL ($10 Minimum) Lie. OWNER 619 ' Fees Collected & Credits Total Credits: Total Payments: . 172. Balance Due: 294. 431-1268 *** 00 00 00 Units Fee/Unit Ext fee 272. 177. 2. 451. ' 5. 10 . • . 15. 00 00 00 00 00 00 00 Data Y Y CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad CA 92009 (619) 438-1161 PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (eis) 438-1161 1. PERMIT TYPE I A - n COMMERCIAL[I]NEWQTENANT IMPROVEMENT 13 - Q INDUSTRIAL D^EW [^TENANT IMPROVEMENT C- PRESIDENTIAL QAPARTMENT []CONDO QSINGLE .FAMILY DWELLING ^ADDITION/ALTERATION DDUPLEX QDEMOLITION DISLOCATION QMOBILE HOME QELECTRICAL QPLUMBING DMECHANICAL OPOOL DSPA QRETAINING WALL QSOLAR 2. PROJECT INFORMATION PLAN CHECK No.' //If/ EST. VAL c-rfT u,3firo PLAN CK DEPOSIT /72~~~ VALID. BY 6^- DATE f'/SS&D «233 11/05/90 0001 03 02 C-PRHT 172-00' FOR OFFICE USE ONLYAddress |•749 Nearest Cross Streets LEGAL DESCRIPTION subdivision Name/Number LA Phase No. IB}CHECK BELOW IF SUBMITTED: DZ Energy Calcs Q2 Structural Calcs Q2 Soils Report fl Addressed Envelope ASSESSOR'S PARCEL EXISTING USE PROPOSED USE ~fr tt OF STORIES (BLDG. SO. FTG. l&tAU 3. CONTACT PERSON NAMEl~>jA.V»P ^ADDRESS STATE &j4- ZIP CODE DAY TELEPHONE 4 '. APPLICANT NAME CITY r Q CONTRACTOR D AGENT FOR CONTRACTOR ADDRESS DOWNER AGENT FOR OWNER DAY TELEPHONE 5. PROPERTY OWNER DLESSEE HTENANT 6. CONTRACTOR NAME STATE ADDRESS ZIP CODE DAY TELEPHONE STATE LIC. #LICENSE CLASS CITY BUSINESS LIC. # SIGNATURE TITLE DATE DESIGNER NAME _ •pJBK^/T^<««'«<m WORKERS' COMPENSATION ADDRESS ZIP CODE DAY TELEPHONE STATE LIC. 7. Workers' Compensation 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 Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY POLICY NO.EXPIRATION DATE Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. DATE 8.RATION Owner-Builder DeclarationVM hereby affirm that I am exempt from the Contractor's License Law for the following reason: f~"l I as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon,, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale.).' /SB 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). t am exempt under Section Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires tthe applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than f«e«L. hundred,dollars [$500]). SIGNATURE DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future buiIding 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? DYES DNO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? DYES QNO .Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL 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 with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. 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 commenced 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 yie work is commenced for a period of 180 days (Section 303( •••••• - " " -- • - ermit or 303(d) Uniform Building Code). | OWNER (^CONTRACTOR Q] BY PHONE APPROVED BY: DATE: WHITE: File YELLOW: Applicant PINK: Finance PERMIT* CB901767 DESCRIPTION: 362 SF FAM/BEDROOM + PATIO TYPE: RADMAJ JOB ADDRESS: 1743 CEREUS CT APPLICANT: LUNDBORG, ROBERT CONTRACTOR: OWNER: LUNDBORG, ROBERT REMARKS: RS/ SPECIAL INSTRUCT: REQUESTIN A P.M. MORNING CITY OF CARLSBAD INSPECTION REQUEST FOR 07/12/91 175 SF PHONE: PHONE: PHONE: STR: FL: 619 431-1268 619 431-J.268 INSPECTOR AREA PY PLANCKtf CB901767 OCC GRP CONSTR. TYPE STE: VN INSPECTOR INSPECTION-HE WILL NO HOME IN THE TOTAL TIME: CD LVL DESCRIPTION 19 29 39 49 ACT COMMENTS ST PL EL ME Final Final Final Final Structural Plumbing Electrical Mechanical /\ k n T \ / I \ ***** INSPECTION HISTORY ***** DATE DESCRIPTION 032991 Exterior Lath/Drywall 032691 Interior Lath/Drywall 032191 Insulation 031991 Frame/Steel/Bolting/Welding 031991 Rough Electric 031491 Shear Panels/HD's 022791 Ftg/Foundation/Piers ACT AP AP AP AP AP AP AP INSP PY PY PK PY PY PY PY COMMENTS I ESGIL CORPORATION 932O CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619) 56O1468 DATE: JURISDICTION: PLAN CHECK NO : Of •/It,'}SET; PROJECT ADDRESS; /W3> PROJECT NAME; QFILE COPY QUPS fjDESIGNER D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified AeLblA are resolved and D D _ _ _ checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. [~~j 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. 1 I Esgil staff did advise appJ^rCap? that the plan check has — been completed. Persojv^conj>«cted: Date contacted: _ REMARKS ; /) Qe>Tf nu &HT. I Telephone #_ h»/r By i ESGIL CORPORATION )-*4-1, UGA UAA URN QDM ESGIL, CORPORATION 932O CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619)560-1468 DATE: JURISDICTION: PLAN CHECK NO: II. X99/ SET: PROJECT ADDRESS; J7VJ PROJECT NAME; LUA/D *,& RISDICTSpN j'PLAN CHECKERQFILE COPY QUPS QDESIGNER D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's D D building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified _ _ are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: Pi fan•-!-•-— ~~'93 / a)~ Esgil staff did not advise the applicant contact person that plan check has been completed. j I Esgil staff did advise applicant that the plan check has been completed. Person contacted: _ _ Date contacted: REMARKS: Telephone # By: ESGIL CORPORATION /-//-?/ PGA DAA DRN QDM Enclosures JURISDICTION:_Date plans received by plan checker; / PLAN CHECK NO. ; 9 D ~Date plan recheck completed;/'//7',?/ By; &. f ££&&*! D&Tfit PROJECT ADDRESS; (743 TO; RECHECK PLAN CORRECTION SHEET FOREWORD; PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy 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. PLANS Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction,ito^ 0To 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. (The following items have not been resolved from previous plan reviews. The original correction number 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 outstanding corrections. 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. Have changes been made to the plans not resulting from this correction list? Please check. Yes No ffa\)\pe DfLftt, STBAP,font Form No. RPCS.41290 ESGIL CORPORATION 932O CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619)560-1468 DATE: JURISDICTION: <* PLAN CHECK NO: PROJECT ADDRESS; DP PROJECT NAME: LLuJD&alL& SET: TT" (APPLICANT fJURISDICTION JPLAN CHECKER ~]FILE COPY QUPS Pi DESIGNER D D The plans transmitted herewith have been corrected where necessary and substantially comply with the- jurisdiction1 s building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified _ are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. p| The check list transmitted herewith is for your information, fi) The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. 1 Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: REMARKS : (LlTf- Tn SOIL* Telephone #_ f" <-rAmfi OiJ ESGIL CORPORATION /*-/3'/ODGA DAA DRN QDM Enclosures;S. U&T JURISDICTION;6 A fit)_Dafei plans received by plan checker; /«? - S3 ~ PLAN CHECK NO.; PROJECT ADDRESS; TO: Date plan recheck comp Ieted;y4? '<,?/) -j3? By; £ . <* g RECHECK PLAN CORRECTION SHEET FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy 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. A. PLANS Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to:' "" og- ^ujLiso/tmori _^bL.Dtl.DcrT. lo 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. 3. llhe following items have not been resolved from previous plan reviews. The original correction number 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 outstanding corrections. 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. Have changes been made to the plans not resulting from this correction list? Please check. .Yes No n) OtJ AH" A A ft £>/?-/ a >LK . on) Pi RPCS.A1290 AfPues TD ROOF- ^3^6titr6 . b) TD f- t 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. Section 1710. Eaves over required windows shall be not less than 30 inches from the side and rear property lines. Section 504. Plastic skylights shall not be installed within 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 itector: Centrally located in corridor or area. giving access to sleeping rooms. On each story. In the basement. 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. Section 1210 When the valuation of a room addition or repair exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided at existing bedrooms per item 19 above. Section 1210. GENERAL RESIDENTIAL REQUIREMENTS 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 minimum of 10 square feet per Section 1205 (a). Appears -to-tie-4e£ieienfc-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). OfJ 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).£X/£f/(J6 AlLf<>7 L&UJMS'. Required windows shall not open into a roofed porch unless the ceiling height is at least 7 feet, the longer side is at least 65% open, and the porch abuts a street, yard or court. Section 1205 (a). Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required openable windows are not provided. Section 1205 (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. Section 1205(c). No habitable room, other than a kitchen, shall be less than 7'0" in any dimension. Section 1207 (c). Show that ceiling height for habitable rooms is a minimum of 7'6". Section 1207 (a). Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7'0". Section 1207 (a). Dimension on the plans the 30" clear width for water closet compartments and 24" clearance in front of water closet. Section 511 (a). Specify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent to 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 surface, unless the glazing is leaded or faceted glass. Section 5406 (d) 6. Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor). Section 5'406 (d) 5. 2/12/90 /: /a. f f t Provide spiral stairway details, per Section 3306 (f): a. Minimum run is 7 1/2 inches measured at a point 12 inches from where the treads are the narrowest. b. Maximum rise is 9 1/2 inches. Maximum clear opening between risers is 6 inches. c. Minimum headroom is 6 feet 6 inches d. The tread must provide a clear walking area measuring at least 26 inches from the outer edge of the supporting column to the inner edge of the handrail. Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft. Section 3306 (f). Provide I.C.B.O. Research Report and number for metal stairway, or submit plans and calculations and approved fabricator registered with the building department or note that the stairway fabrication plans shall be submitted to and approved by the building official prior to installation. Exterior stairways shall not project into the 3 foot setback from the property lines. Section 3306 (n). The walls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as required for one-hour fire-resistive construction. Section 3306 (m). Within units, show that corridors have a minimum width of 36 inches. Section 3305 (b). ROOFTNG Specify roof slope. Roof slope is not adequate for roof type specified. . Table 32-B,C,D and 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 minimum 1/4 inch 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. y. f y. Provide skylight details .to show compliance with Sections 3401 and 5207 or provide I.C.B.O. approval number. Plastic skylights must be separated from each other by at least 4 feet. Section 5207 (a) 6. Show attic ventilation; Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents. Show required area and area provided. Section 3205 (c). MASONRY Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Chapter 37. Show anchored veneer support and connections attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d)l and Section 2515 (a). Show ties and #9 wire in horizontal joints. Show height and construction details of all masonry walls. Chapter 24. Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2310. Show a minimum 2" air space and flashing between planter and building walls. Section 2516 (c) 7. GARAGE AND CARPORTS Garage requires one-hour fire protection on the garage side of walls and ceiling common to the dwelling. Table 5-B, Section 503 (d). All elements supporting floor above garage, including walls supporting floor joists, must have one-hour fire-resistive protection on the garage side. Section 503 (b) Show 1 3/8" solid core self-closing door for openings between garage and dwelling. Section 503 (d). Garages are not permitted to open into a room used for sleeping purposes. Section 1104. 12/11/89 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 1:10. Section 2907 (c). Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c) 2. Show pier size, spacing "and depth into undisturbed soil. Table 29-A. Show minimum underfloor access Section 2516 (c). of 18" x 24". 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. 100.)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 1x4 diagonal let-in braces or equivalent. Section 2517 (g) 3, Table 25-V. 181. 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. 102. 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 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. Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h) 4. '6. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 5. rl .] Show double top plate with minimum 48" lap splice. Section 2517 (g) 2. Show nailing will be in compliance with Table 25-Q. . Show or note fire stops at the following locations per Section 2516 (f): a. In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall; b. At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; c. In concealed spaces between stair 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 d. In openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. 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. Show stud size and spacing. Maximum allowable stud heights: Bearing wall: 2 x4 and 2x6 Il6. f i- iik. max. 10'; max. 20'. Non-bearing: 2 Table 25-R-3. x 4 max. 14', 2x6 Studs supporting, two floors, a roof and ceiling must be 3 x 4 or 2 x 6 at 16" o.c. Table 25-R-3. Note on A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 2505. 2/12/90 Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2516 (m). Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate Maintain maximum diaphragm [Tables 25 I, J, K and required blocking, dimension ratios. Section 4714 (d)]. Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). Provide roof framing plan and floor framing plan. Section 302 (d). Provide framing sections through Section 302 (d). Specify all header sizes for opening over 4' wide. Section 2517 (g) 5. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (b). Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (b).fl«r#£ Goes tior Cjcmfii U/rtf *>ec. .as/7.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. Show on the plans all structural requirements developed in the structural calculations. Section 302 (d). (See comments below or at end.) 1/8 Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or,metal pedestals projecting above floors unless approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. Show location of attic access with minimum size 22" x 30". Section 3205. 1/1 T 9. Show draft separation for attic areas between units in a duplex. Section 2516 (f). Specify plywood and/or particle board thickness, grade and panel identification index. Table 25-S. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). If foundation cripple wall studs are less than 14" high, framing shall be solid blocking, or sheathed with plywood. Section 2517 (g) 4. Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. Show plywood sheathing over exposed eaves, or other weather exposed areas, is "bonded with exterior glue." Plywood used for exterior wall covering shall be the exterior type. Section 2516 (i), 2516(g)3. . Detail truss layout for 30" x 30" attic access, if required for equipment in the attic. 13j6.) Ridges, hips, and valleys shall be at least V/y one size larger than supported rafters. IT Section 2517 (h) 3. In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). MECHANICAL (UNIFORM MECHANICAL CODE) All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. 2/12/90 Mi 14 147. 4- Show the size, location and type of all heating and cooling appliances or systems. Show source of combustion air to furnace, per Chapter 6, UMC. Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC, Sec. 1212. Show minimum 30" deep unobstructed working space in 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 appliance. Section 704 UMC. , Show I.C.B.O. approval number for prefab fireplace. Show height of chimney above roof per I.C.B.O. approval or Table 37-B. . Show access to the attic containing equipment to be minimum 30 inches by 30 inches. The opening may be 22 inches by 30 inches if the equipment can be removed through such opening. Section 708 UMC. Where equipment is installed in the attic, the distance from the attic access to such equipment shall not exceed 20 feet. Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708 UMC. Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace. Section 708 UMC. Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. Note on plan: Gas vents and non-combustible piping, in walls, passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC, Section 1706 (a) 6. Provide dryer vent to outside. UMC, Section 1903. ELECTRICAL (RATIONAL ELECTRICAL CODE) All wiring shall Electrical Code. comply with the National Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub- panels. If service is over 200 amps, submit single line diagram, panel schedule and load calculations. 152. Show location of all electrical receptacles. ( 153. (Electrical receptacle locations and/or spacing V Vis not adequate in finTU fcooftl PrflD£> 0. Show at least one convenience outlet other than outlets for laundry, etc., outdoors, in garages and basements. NEC, Art. 210-52. ISS.JNote convenience outlets in bathrooms, kitchen counter top(s) within 6 feet of the kitchen sink, outdoors, and in garages and basements (other than for laundry and similar equipment)' shall be GFI protected. NEC, Art. 210-8. ,/e 15/6. Note electrical system ground to be provided per NEC, Art. 250-81. PUMBING (UNIFORM FUKBCTG CODE) Show water heater size, type and location on plans. UPC, Section 1301. Show source for providing combustion air to fuel burning water heater. If wall openings in an enclosure are used, at least one-half of the required opening area shall extend into the upper twelve inches of the enclosure and one-half within the lower twelve inches. UPC, Section 1307. Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section 1309. Provide adequate barrier to protect water heater from vehicle damage. An 18" platform for the water heater does not satisfy this requirement. UPC, Section 1310. 16D. Show T and P valve on water heater route of discharge line to exterior. UPC, Section 1007 (e). and show 1/19/90 Show that water heater is adequately braced to resist seismic forces, when not connected by rigid pipe. UMC Section 504(d). Show shower stall can accommodate a 30" circle and has a minimum floor area of 1,024 sq. in. UPC 909 (d). Provide clothes washer hook-up Title 24, Part 3. NOISE INSULATION for each unit. 165. Show details of duplex common (party) walls and / floor/ceiling assemblies to achieve a Sound Transmission Class (SIC) rating in walls of 50 decibels and an Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibels. Title 24. 186. 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. 187. Provide insulation in walls and ceiling to I achieve SIC of 50 between garage and living area if garage use is not controlled by resident. Title 24. ENERGY CONSERVATION Provide plans, calculations and worksheets to show compliance with current energy standards. The regulations require a properly completed and properly signed Form CF-1R to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design. All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-1R. Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure • titled, "Mandatory Energy Conservation Requirements". Show the make, model and efficiency of the space heating (or cooling) system and provide heat loss calculations if the output exceeds 45,000 BTU/Hr. .5*@ 180. 1*1. 1*3. 18; For room additions, show that the glazing area of the addition does not exceed 16% of the newly-conditioned floor area, plus glazing removed or relocated due to the addition. Provide fluorescent general lighting in kitchen(s) per CAC, Title 24, 2-5352(J). CARLSBAD S.F.D. & DUPLEX Energy conservation 7 • design should be for Zone Floor drains policy). must have auto-prime (city Note exhaust fans cannot be ductless type (city policy). New residential units must be pre-plumbed for future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). Note "two 3/4" copper pipes must be installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). All piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy). Incorporate the waterproofing details, on the attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 112383. All new residential buildings, including additions, require a soils report. Please submit two copies. 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). 2/26/90 10 1,86. ]/87. All structures require a Class B roof covering, except room additions. If a room addition covers all of the existing building (2nd story addition), then the above exception doesn't apply. City Ordinance 9792 requires two parking spaces/unit 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 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. MISCELLANEOUS 1$8. Please see additional corrections, or remarks, ' on the following page. To speed up the recheck process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 19/0.^Please indicate here if any changes have beenrmade to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please check. Yes No The City of Carlsbad has . contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number 619/560-1468, to 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 Darnell at the City of Carlsbad, 2075 Las Palmas Dr., telephone 619/438-1161. Thank you. Enclosures: 1. 3. 2/14/90 11 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: |> J QW l< r)1 ACfL I V. / 990 JURISDICTION: CARLSBAD . jPL'AN CHECKERDFILE COPY PLAN CHECK NO: #D - /7^7 SET: 7^_ DUPS fjDESIGNER PROJECT ADDRESS: f wi d^/gg U-< (LOT. PROJECT NAME: UaJpftflftA <1 FD ftDflir/AJ __ —I The plans transmitted herewith have been .corrected where I necessary and substantially comply with the jurisdiction's building codes. I—i The plans transmitted herewith will substantially comply LJ with the jurisdiction1s-building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a comolete 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. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted; Telephone #_. REMARKS: (jiff 10 Pt&ei? "SD/L*, vonc^ ' <zr#Mf> QlJ By: ^jfAct^,.^ fh**s»jn»ifi*JL, Enclosures; ESGIL CORPORATION UGA DAA DKN QDM FLAN CHECK NO:FOREWORD: PLEASE READ JURISDICTION; CITY OF CARLSBAD TO: 0 ft \J I \) ENCLOSURES: PROJECT ADDRESS: FLOOR AREA; STORIES: HEIGHT: / REMARKS: PLAN CORRECTION SHJKKT CITY OF CARLSBAD SINGLE FAMILY AND DUPLEX DWELLINGS Date plans received by jurisdiction: Date plans received by Esgil Corporation: Date initial plan check completed: //-/</'&) Bv; ^ Applicant contact person: p. /V/AJ6 Telephone : 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 Ik 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 construction, regardless adopted by ordinance. apply to residential of the code editions The circled items listed need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), 1988 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, note on this list (or a copy) where each correction item has been addressed i.e.. plan sheet, specification, etc. Be sure to enclose the marked up list when you submit the revised plans. NOTE: PAGE NUMBERS ARE NOT IN SEQUENCE AS PAGES HAVING NO ITEMS NEEDING CORRECTIONS WERE DELETED. List No. 12, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1988 UBC) © I0*"o f- 0 PLANS Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, California 92123, (619) 560-1468. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. Indicate on the'Title Sheet of the plans, the name of the legal owner and name of person responsible for the preparation of the plans. Section 302(a)7. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). Plans, specifications and calculations shall be signed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction. Specify expiration date of license. (California Business and Professions Code). Specify on the Title Sheet of the plans the gross floor area of each element of this project including dwelling, garage, carport, patio, deck and balcony. Section 302(d). 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 NEC. Submit fully dimensioned plot plan drawn to scale showing location, size, and use of all existing and proposed structures on the lot. Identify property lines and show lot dimensions and all easements. Show location of all cut or fill slopes. Show finish floor elevations and show elevations of adjacent finish grade. Show drainage patterns with minimum slopes.Section 302(d). Indicate distance from property lines to proposed building. Section 302(d). 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 follosing: REQUIRED SPECIAL INSTRUCTIONS 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. ITEM REQ. IF CHECKED REMARKS SOILS COMPLIANCE PRIOR TO FOUNDATION INSP. STRUCTURAL CONCRETE OVER 2500 PSI PRESTRESSED STEEL FIELD WELDING HIGH STRENGTH BOLTS EXPANSION ANCHORS SPECIAL MASONRY SPRAYED ON FIRE PROOFING PILES/CAISSONS DESIGNER-SPECIFIED OTHER FIRE PROTECTION Exterior walls closer than 3 feet to property lines shall be one-hour rated construction and have no openings. Table 5-A. 12/11/89 t- 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 more than 12 inches from the property line. eaves, may not extend into the 3 foot setback Section 1710. Eaves over required windows shall be not less than 30 inches from the side and rear property lines. Section 504. Plastic skylights shall not be installed within 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 etector: aA Centrally located in corridor or area giving access to sleeping rooms. On each story. In the basement. 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. Section 1210 When the valuation of a room addition or repair exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided at existing bedrooms per item 19 above. Section 1210. GENERAL RESIDENTIAL REQUIREMENTS 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 minimum of 10 square feet per Section 1205 (a). Appears -fee-be* dofie ten t-4«- OlJ Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laundry rooms and similar rooms 1/20 of area is required and minimum is 1.5 sq. ft. Section 1205 (a). At least 1/2 of the common wall must be open and have an opening not less than 25 sq. ft. nor one tenth of the floor area of the interior room if light and ventilation is being supplied from an adjacent room. Section 1205 (a) Required windows shall not open into a roofed porch unless the ceiling height is at least 7 feet, the longer side is at least 65% open, and the porch abuts a street, yard or court. Section 1205 (a). Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required openable windows are not provided. Section 1205 (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. Section 1205(c). No habitable room, other than a kitchen, shall be less than 7'0" in any dimension. Section 1207 (c). Show that ceiling height for habitable rooms is a minimum of 7'6". Section 1207 (a). Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7'0". Section 1207 (a). Dimension on the plans the 30" clear width for water closet compartments and 24" clearance in front of water closet. Section 511 (a). Specify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent to 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 surface, unless the glazing is leaded or faceted glass. Section 5406 (d) 6. Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor). Section 5406 (d) 5. 2/12/90 v>. f Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 44" above the floor. The window must have an openable area of at least 5.7 square feet with the minimum openable width 20" and the minimum openable height 24". Section 1204. Basements in dwelling units shall comly with the above (even if not designated as sleeping rooms). Section 1204. Walls and floors separating units in a duplex shall be of one-hour fire-resistive construction. Section 1202(b). A mezzanine is an intermediate floor and may not have a floor area exceeding 33 1/3 percent of the total floor area in the room below. The mezzanine floor must have a clear height of 7 feet, above and below, and must have the long side open to the room below except for posts and protective walls or railings not exceeding 42" in height. Section 1716. The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. EXITS. STAIRWAYS. AND RAILIMGS 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 within 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. Table 23-B. f- r Provide stairway and landing details. Section 3306 (b), (c) and (p). a. Maximum rise is 7" and minimum run is 11". When the stairs serves less than 10 occupants, or serves an unoccupied roof, rise may be 8" maximum and run 9" minimum. b. Minimum headroom is 6"-8". c. Minimum width is 36". All handrails per Section 3306 (j), shall satisfy the following: a. b. c. Provide handrail for stairways with 4 or more risers. Handrail shall be 34" nosing of treads. to 38" above the The handgrip portion of handrail shall be not less than 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 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 1/2" lower than the floor level. Section 3304 (i). p9. Provide details of winding stairway complying I with Section 3306 (d): a. Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. b. Maximum rise is 8 inches. c. Minimum width is 36 inches. 5/10/90 f f Provide spiral stairway details, per Section 3306 (f): a. Minimum run is 7 1/2 inches measured at a point 12 inches from where the treads are the narrowest. b. Maximum rise is 9 1/2 inches. Maximum clear opening between risers is 6 inches. c. Minimum headroom is 6 feet 6 inches d. The tread must provide a clear walking area measuring at least 26 inches from the outer edge of the supporting column to the inner edge of the handrail. Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft. Section 3306 (f). Provide I.C.B.O. Research Report and number for metal stairway, or submit plans and calculations and approved fabricator registered with the building department or note that the stairway fabrication plans shall be submitted to and approved by the building official prior to installation. Exterior stairways shall not project into the 3 foot setback from the property lines. Section 3306 (n). The walls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as required for one-hour fire-resistive construction. Section 3306 (m). Within units, show that corridors have a minimum width of 36 inches. Section 3305 (b). ROOFING Specify roof slope. Roof slope is not adequate for roof type specified. , Table 32-B,C,D and 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 minimum 1/4 inch 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. f f i- 4. Provide skylight details .to show compliance with Sections 3401 and 5207 or provide I.C.B.O. approval number. Plastic skylights must be separated from each other by at least 4 feet. Section 5207 (a) 6. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents. Show required area and area provided. Section 3205 (c). HASOHRY 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 09 wire in horizontal joints. Show height and construction details of all masonry walls. Chapter 24. Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2310. Show a minimum 2" air space and flashing between planter and building walls. Section 2516 (c) 7. GARAGE AND CARPORTS Garage requires one-hour fire protection on the garage side of walls and ceiling common to the dwelling. Table 5-B, Section 503 (d). All elements supporting floor above garage, including walls supporting floor joists, must have one-hour fire-resistive protection on the garage side. Section 503 (b) Show 1 3/8" solid core self-closing door for openings between garage and dwelling. Section 503 (d). Garages are not permitted to open into a room used for sleeping purposes. Section 1104. 12/11/89 '7/. An occupancy separation is not required between / carport and residence, provided the carport is open on two or more sides and has no enclosed uses above. Section 503 (a) Exception 3. li. Show garage framing sections, size of header f 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 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 330/» (i). Provide an 18" raised platform for any FAU, water heater, or other device in the garag'e which may generate a flame or spark. UMC Section 508, UPC Section 1310 (a). FOOHPAHOK REQUIREMENTS 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). i i-The foundation plan does not comply with the soils report recommendations for this project. Please review the report and modify design, notes and details as required to show compliance: Provide notes on the foundation plan listing the soils report recommendation for foundations, slab and building pad preparation. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report). The soils 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, 2. The utility trenches have been properly backfilled and compacted, and 3. The foundation excavations comply with the intent of the soils report". Show height of all foundation walls. 23. Pft.o\))D£ Show height of foundation walls. retained earth Chapter 23. Chapter on all 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. Bp. Note on plans that wood shall be 6" minimim above finish grade. Section 2907 (a). Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 2905 (f). Dimension foundation per U.B.C. Table 29A: Floors Supported* 1 2 3 Stemwall Width 6" 8" 10" 12" 15" 18" Footing Depth Thickness 6" 7" 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. Section 2516 (c) 3. 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 (d). 2/13/90 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 1:10. Section 2907 (c). Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c) 2. Show pier size, spacing ~ and depth into undisturbed soil. Table 29-A. Show minimum underfloor access Section 2516 (c). 102. of 18" x 24". 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. FRAMING 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 1x4 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 rafters . 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held inline. Sec. 2506 (h), 2517 (d) 6. Show blocking at ends and at supports of floor joists, rafters and trusses at exterior walls. Section 2517 (d) 3, 2517 (h) 6. 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. f i- T Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h) 4. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 5. Show double top plate with minimum 48" lap splice. Section 2517 (g) 2. Show nailing will be in compliance with Table 25-Q. Show or note fire stops at the following locations per Section 2516 (f): a. In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall; b. At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; c. In concealed spaces between stair 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 d. In openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. 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. Show stud size and spacing. Maximum allowable stud heights: Bearing wall: 2 x4 and 2x6 max. 10'; Non-bearing: 2 x 4 max. 14', 2x6 max. 20'. Table 25-R-3. Studs supporting two ceiling must be 3 x 4 Table 25-R-3. floors, a roof and or 2 x 6 at 16" o.c. 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 Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2516 (m). ^ Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. 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)]. 117. Provide truss details and truss calculations f or this project. Specify truss identification numbers on the plans. I IB.1XB. Show 1/2" minimnn clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). Provide roof framing plan and floor framing plan. Section 302 (d). Pft-rjo f\Aoom ftoo/r/oos. Provide framing sections through Section 302 (d). Specify all header sizes for opening over 41 wide. Section 2517 (g) 5. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (b). Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 W.ReftZ. Di>ec, tf&r ^>et .25/7.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. Show on the plans all structural requirements developed in the structural calculations. Section 302 (d). (See comments below or at end.) Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. Show location of attic access with minimum size 22" x 30". Section 3205. Show draft separation for attic areas between units in a duplex. Section 2516 (f). Specify plywood and/or particle board thickness, grade and panel identification index. Table 25-S. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). If foundation cripple wall studs are less than 14" high, framing shall be solid blocking, or sheathed with plywood. Section 2517 (g) 4. Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. Show plywood sheathing over exposed eaves, or other weather exposed areas, is "bonded with exterior glue." Plywood used for exterior wall covering shall be the exterior type. Section 2516 (i), 2516(g)3. Detail truss layout for 30" x 30" attic access, if required for equipment in the attic. 136.) Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. 37. In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). MECHANICAL (UNIFORM MECHANICAL CODE) All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. 2/12/90 Ltf. •f \ut>. 4 4- 4- Show the size, location and type of all heating and cooling appliances or systems. Show source of combustion air to furnace, per Chapter 6, UMC. Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC, Sec. 1212. Show minimum 30" deep unobstructed working space in 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 appliance. Section 704 UMC. . Show I.C.B.O. approval number for prefab fireplace. Show height of chinmey above roof per I.C.B.O. approval or Table 37-B. . Show access to the attic containing equipment to be minimum 30 inches by 30 inches. The opening may be 22 inches by 30 inches if the equipment can be removed through such opening. Section 708 UMC. Where equipment is installed in the attic, the distance from the attic access to such equipment shall not exceed 20 feet. Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 2U inches wide. Section 708 UMC. Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace. Section 708 UMC. Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. Note on plan: Gas vents and non-combustible piping, in walls, passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC, Section 1706 (a) 6. ELECTRICAL (RATIONAL ELECTRICAL CODE) All wiring shall Electrical Code. comply with the National Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub- panels. If service is over 200 amps, submit single line diagram, panel schedule and load calculations. 152. Show location of all electrical receptacles.^S153.[Electrical receptacle locations and/or spacing is not adequate in finTU EflOM Show at least one convenience outlet other than outlets for laundry, etc., outdoors , in garages and basements. NEC, Art. 210-52. 155.)Note convenience outlets in bathrooms, kitchen \ ____ /counter top(s) within 6 feet of the kitchen sink, outdoors, and in garages and basements (other than for laundry and similar equipment)' shall be GFI protected. NEC, Art. 210-8. 15/6.Note electrical system ground per NEC, Art. 250-81. to be provided Provide 1903. dryer vent to outside. UMC, Section PMMBIHG (UNIFORM PLOMBIBG CODE.) Show water heater size, type and location on plans. UPC, Section 1301. Show source for providing combustion air to fuel burning water heater. If wall openings in an enclosure are used, at least one-half of the required opening area shall extend into the upper twelve inches of the enclosure and one-half within the lower twelve inches. UPC, Section 1307. 159. Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section 1309. Provide adequate barrier to protect water heater from vehicle damage. An 18" platform for the water heater does not satisfy this requirement. UPC, Section 1310. Show T and P valve on water heater route of discharge line to exterior. UPC, Section 1007 (e). and show 1/19/90 147. Show that water heater is adequately braced to resist seismic forces, when not connected by rigid pipe. UMC Section 504(d). Show shower stall can accommodate a 30" circle and has a minimum floor area of 1,024 sq. in. UPC 909 (d). Provide clothes washer hook-up Title 2k, Part 3. for each unit. NOISE INSULATION (DUPLEXES) 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. 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. 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. ENERGY CONSERVATION Provide plans, calculations and worksheets to show compliance with current energy standards. The regulations require a properly completed and properly signed Form CF-1R to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design. All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-1R. Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements". Show the make, model and efficiency of the space heating (or cooling) system and provide heat loss calculations if the output exceeds 45,000 BTU/Hr. 174 ' 180. 1*1. 1*3. 184. For room additions, show that the glazing area of the addition does not exceed 16% of the newly-conditioned floor area, plus glazing removed or relocated due to the addition. Provide fluorescent general lighting in kitchen(s) per CAC, Title 24, 2-5352(J). CARLSBAD S.F.D. & DUPLEX SUPPLEMENT Energy conservation 7. design should be for Zone Floor drains must have auto-prime (city policy). Note exhaust fans cannot be ductless type (city policy). New residential units must be pre-plumbed for future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). Note "two 3/4" copper pipes must be installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). All piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy). Incorporate the waterproofing details, on the attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 112383. All new residential buildings, including additions, require a soils report. Please submit two copies. 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 tijnber 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). 2/26/90 10 186. 166. ]/87. All structures require a Class B roof covering, except room additions. If a room addition covers all of the existing building (2nd story addition), then the above exception doesn't apply. City Ordinance 9792 requires two parking spaces/unit 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 or 24 gauge stainless steel. Openings shall not permit the passage of spheres having a diameter larger than I/2-inch and shall not block the passage of spheres having a diameter of less than 3/8-inch. MISCELLANEOUS Please see additional corrections, or remarks, on the following page. 189.JTo speed up the recheck process, note on this V./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 V ^made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please check. Yes No The City of Carlsbad has . contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number 619/560-1468, to 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 Darnell at the City of Carlsbad, 2075 Las Palmas Dr., telephone 619/438-1161. Thank you. Enclosures: 1. 2. 3. +&OJPPO&T FOR, 2/14/90 11 Certificate of Compliance: Residential (Page 1 of 2)CF-1R Project TJUe D»te Project Addrea DocumenUUon Author Compliance Method (Picluge. Point Syitcm or Computer) Telephone Building Permit t Checked By / Ditc Climate Zxme Enforcement Agency Uie Only GENERAL INFORMATION Total Conditioned Floor Area: _ Building Type: _ (check one or more) _ Front Entry Orientation: Number of Dwelling Units: Floor Construction Type: Infiltration Control: Single Family Multi-Family (less than 4 stories) Multi-Family (4 or more stories) Hotel/Motel Addition Existing-Plus-AdditSon North / East / South / West / All Orientations (circle one or more) Slab / Raised Floor (circle one or both) Standard/Tight (circle one) BUILDING SHELL INSULATION Component Insulation Location/Comments Type R-Value (aide, to garage, typical, etc.) Wall •WaURoof Roof Floor Floor Slab Edge GLAZING Glazing Orientation •Shading Devices Area Glass Type (single, double) Interior (roller blind, etc.) Exterior (shadescreen, etc.) Overhang Framing Type (yes/no) (metal/wood) Front.... ( ) Front.... ( ) Left ( ) Left ( ) Rear ( ) Rear ( ) Right.... ( ) Right.... ( ) Skylight Skylight THERMAL MASS Type/Covering Area Thickness (slab/exposed, tile, etc.) (sf) (inches)Location/Description (kitchen, bath, etc.) Certificate of Compliance: Residential (Page 2 of 2)CF-1R Project Till*D»U HVAC SYSTEMS Type (furnace, air conditioner, hea pump) Minimum Efficiency (SE. SEER.HSPF) Duct Location (aide, etc.) Duct Output R-Value (Stub) Manufacturer/Model # (or approved equal) Maximum Furnace Heating Output:Btuh HOT WATER SYSTEMS T^ Manufacturer/Model * System Type (storage gas, etc.) Capacity (or approved equal)Special Feature(s) SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary arc indicated in the Special Features/Remarks section. Designer Name: Tide/Firm: Address: Telephone: Lic.tf: Building Owner Name: Tide/Firm: Address: Telephone: (signature)(date)(signature)(date) Documentation Author Name: Tide/Firm: Address: Telephone: Enforcement Agency Name: Agency: Telephone: (signature) Form Revised Mirth 198S (date)(signature or stamp)(dale) THE FOLLOWING NOTES SPECIFYING MANDATORY REQUIREMENTS SHOULD BE INCORPORATED ON PLAN SHEETS, OR CONTAINED WITHIN JOB SPEdFICATION DOCUMENTS. MANDATORY1 ENERGY CONSERVATION KmUlfctMEKTS OF THE STATE OF CALIFORNIA (1) All heating, ventilating, air conditioning, and water heating equipment shall meet all of the requirements of the Appliance Efficiency Standards and shall be certified by the California Energy Commission. (2) A two stage thernostat, which controls the supplementary heat on its second stage, shall be provided for heat pumps. (3) Thermostats shall be equipped with an automatic setback, which the building occupant can program to automatically set back the thermostat twice in 2U hours. (^) Equipment which requires preventive maintenance to maintain efficient operation shall be furnished with complete necessary maintenance information. (5) All gas-fired fan type central furnaces, gas-fired fan type wall furnaces, and cooking appliances shall be equipped with an intermittent ignition device. (6) All fan systems exhausting air to the outside shall be provided with backdraft dampers. (7) All transverse duct, plenum, and fitting joints shall be sealed with pressure sensitive tape or mastic to prevent air loss and shallTbe insulated to conform to the provisions of Section 1005 of the UMC, 1982 Edition. (8) A vapor barrier is required in clinate zone 1, 1A, and 16. (9) All manufactured windows and sliding glass doors shall meet the 1972 ANSI air infiltration standards and shall be certified and labeled. (10) All swinging doors and windows leading to unconditioned areas shall be fully weather-stripped. (11) Storage type water heaters and storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater. (12) The five feet of pipe closest to the water heater, if- outside conditioned space, shall be insulated with a minimum of R-3. Steaa and steam condensation return piping and recirculating hot water piping outside the building envelope shall be insulated in accordance with I20-1406(d). (13) Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficiency of not less than 25 lumens per watt. (1«») Showerheads and faucets shall be equipped with flow restrictors as outlined in the appliance efficiency standards and shall be certified to the Energy Commission. (15) Masonry and factory-built fireplaces on exterior walls, shall be equipped with tight-fitting closeable metal or glass doors covering the entire opening of the firebox; a combustion air intake equipped with a readily accessible, operable, and tight fitting damper to draw air froa the outside of the building; and a tight fitting flue damper with a readily accessible control. (16) Insulation used shall comply with"California Quality Standards. (17) The insulation installer shall post, a signed certificate. .'.Section. 276.. Insulation Certificate (All Occupancies). After installing insulation, the installer shall post in a conspicuous location in the building a certificate signed by the installer and the builder stating that the installation conforms the requirements of Title 2U, Part 2, Chapter 2-53, and that the materials installed conform with the requirements of Title 20, Chapter 2, Subchapter k, Article 3. The certificate shall state the manufacturer's name and material identification, the installed "R" value, and (in applications of loose fill insulation) the minimum installed weight per square foot consistent with the manufacturer's labeled density for the desired "R" value. (18) For infiltration control all openings and penetrations must be caulked and sealed, such as around windows, at sole plates, and openings for utility pipes and wires. Form ECH 3/5/86 Date Jurisdiction CARLSBAD Prepared by i VALUATION AND PLAN CHECK FEE Q Bldg. Dept. D Esgil PLAN CHECK NO. 3 O ~ BUILDING ADDRESS /7V 3 £.££.£ U APPLICANT/CONTACT p. BUILDING OCCUPANCY TYPE OF CONSTRUCTION PHONE NO. DESIGNER PHONE CONTRACTOR PHONE BUILDING PORTION •$JY\. frOD ^fl-r/D „. Air Conditioning . Commercial Residential Res. or Comm. Fire Snrinklers Total Value BUILDING AREA 3^.5- 115- — VALUATION MULTIPLIER 7X.OD Ifi-sr^ '§ § .e • • VALUE 3\o} too \IZS £723%. Building Permit Fee $_ Plan Check Fee $ ; COMMENTS: SHEET OF /12/87 BUILDING PLANCHECK ENGINEERING CHECKLIST DATE: 8 NOW 9O 0 ITEM COMPLETE PLANCHECK NO. SQ—H&l O ITEM INCOMPLETE - „_ NEEDS YOUR ACTION2 3 t~745 CER&liS Cl S N R _<A^ X ITEM SELECTED C C C PROJECT ID: H H H E E E LEGAL REQUIREMENTS C C C Ky K K Site Plan '—' '—' '—' 1. Provide a fully dimensioned site plan drawn to scale. Show: north arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of- / way width and dimensioned setbacks. L^-l LJ LJ £ ^QW on site p-|an. finish floor elevations, pad elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway with percent (%) grade and drainage patterns. L—' LJ LJ 3, Provide legal description and Assessors Parcel Number. Discretionary Approval Compliance v 4. No Discretionary approvals were required. Project complies with all Engineering Conditions of Approval for Project No. . Project does not comply with the following Engineering Conditions of Approval for Project No. Conditions complied with by: Date:. Fjkeld Review 7. Field review completed. No issues raised. 8. Field Review completed. The following issues or discrepancies with the site plan were found: A. Site lacks adequate public improvements. B. Existing drainage improvements not shown or in conflict with site plan. C. Site is served by overhead power lines. D. Grading is required to access site, .create pad or provide for ultimate street improvement. FRM0010.DH 08/29/89 Site access visibility problems exist. Provide onsite turnaround or engineered solution to problem. Other: Dedication Requirements v 9. No dedication required. .10. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8V' x 11" plat map and submit with a title report and the required processing fee. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. The description of the dedication is as follows: Dedication completed, Date:.By:. Improvement Requirements .11. No public improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City inspector prior to occupancy. .12. Public improvements required. This project requires construction of public improvements pursuant to Section 18.40 of the City Code. Please have a registered Civil Engineer prepare appropriate improvement plans and submit for separate plancheck 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:. FRM0010.DH 08/29/89 13. Improvements are required. Construction of the public improvements may be deferred in accordance with Section 18.40 of the City Code. Please submit a letter requesting deferral of the required improvements together with a recent title report on the property and the appropriate processing fee so we may prepare the necessary Future Improvement Agreement. The Future Improvement Agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future Improvement Agreement completed, Date _ By: _ Grading Requirements _ 13a. Inadequate information available on site plan to make a determination on grading requirements. Please provide more detailed proposed and existing elevations and contours. Include accurate estimates of the grading quantities (cut, fill, import, export). .14. No grading required as determined by the information provided on the site plan. _ 15. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted for separate plan check and approval through the Engineering Department. NOTE: The Grading Permit must be issued and grading substantially complete and found acceptable to the City Inspector prior to issuance of Building Permits. Grading Inspector sign off. Date: _ By: _ Miscellaneous Permits \/ 16. Right-of-Way Permit not required. 17. Right-of-Way Permit required. A separate Right-of-Way Permit issued by the Engineering Department is required for the following: _ 18. Sewer Permit is not required. .19. Sewer Permit is required. A Sewer Permit is required concurrent with Building Permit issuance. The fee required is noted below in the fees section. .20. Industrial Waste Permit is not required. FRM0010.DH 08/29/89 .21. Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Applicantion Form and submit for City approval prior to issuance of Building Permits. Permits must be issued prior to occupancy. Industrial Waste Permit accepted - Date: By: Fees Required 22. Park-in-Lieu Fee Quadrant: _ Fee per Unit: _ Total Fee:. 23. Traffic Impact Fee Fee Per Unit: _ Total Fee: _ N/A 24. Bridge and Thoroughfare Fee Fee per Unit: _ Total Fee: _ . Public Facilities Fee required. MlA 26. Facilities Management Fee Zone: _ Fee: M/fl 27. Sewer Fees Permit No. _ EDU's ~~i Fee: _ KJ/A 28. Sewer Lateral required: ' Fee: _ REMARKS: ENGINEERING AUTHORIZATION TO ISSUE PERMIT Date: 8 MQl/<ffl FRM0010.DH 08/29/89 Plan Check No. Planner PLANNING CHECKLIST ////Address }74 3 APN: 7 Iff/4 Phone 438-1161 (Name) Type of Project and Use _ Zone K"1 Facilities Management Zone 5 4) 0) 4) (Q (Q (0a a a Legend -Q -Q J3 ; 2 s Bf o &UD Item Complete Item Incomplete - Needs your action 1, 2, 3 Number in circle mdicates plancheck number where deficiency was identified Environmental Review Required: YES NO «-"-^ DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval ' • D Discretionary Action Required: YES NO ^ DATE:APPROVAL/RESO. NO. PROJECT NO. OTHER RELATED CASES: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval D Coastal: YES NO DATE OF APPROVAL: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval D Landscape Plan Required: YES NO See attached submittal requirements for landscape plans Site Plan: OD Zoning: UD 1. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. 2. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway. 3. Provide legal description of property. 4. Provide assessor's parcel number. Setbacks: QTID o^dn PDD Front: Int. Side: Street Side: Rear: 2. Lot coverage: 3. Height: 4. Parking: Additional Comments /* /j2^L 1 //h^/^ffi l-^n^ pt / / ' Required Required Required Required Required Required Spaces Required Guest Spaces Required /- / nf *,« ; M / rer* *" \- ^x1 G^QTyp f\J ,~!jj ?O ' Shown- (fo. V ' Shown lo. H Shown / 3 . 2_ Shown lO'O Shown -^' Shown K^ Shown Shown •:-t~ _ _^ " s^k <^~7 — "N 2J> * &.{,' £.(>' 3iX> a^ OK TO ISSUE /DATE / / c: Data Entry PLNCK.FRM JOB DEARDORFF & DEARDORFF SHEET NO. —. OF . Structural Engineers _ „ 9988 Hibert Street Suite 200 CALCULATED BY _tLJL DATE SAN DIEGO. CALIFORNIA 92131 (619)689-1771 FAX (619) 689-8721 CHECKED BY DATE SCALE . PLAN GHCGK CORRECTION 5££ SHT. A-3j FWNDAT10H PLAf4 AND DETAIL 15 NOT REQc^lR£D SlHCc IS PROVlt>EE>. 116? SEE. FRAMING PLAM 1.30 SEE SHEET A-*2> DETAIL 2. SEE FRAMING PLAN /3 DEARDORFF & DEARDORFF Structural Engineers 9988 Hibert Street Suite 200 SAN DIEGO. CALIFORNIA 92131 (619) 689-1771 FAX (619) 689-8721 .„. SHEET NO.. OF . CALCULATED BY CHECKED BY SCALE R.P.DATE DATE RESIDENTIAL REMODEL STKOQTURAL DAVID KING DEARDORFF & DEARDORFF Structural Engineers 9988 Hibert Street Suite 200 SAN DIEGO, CALIFORNIA 92131 (619) 689-1771 FAX (619) 689-8721 JOB UJHP&QR& RESIDE.HTIAL SHEET NO. . CALCULATED BY CHECKED BY SCALE R.p.DATE 12.-7" DATE NORTH LIVE LOAD ' Y/ALLS r WOOD SHAKES 4.0 PS l.o I. 5 Z. 5SYP. BD. /Z.C7 is DEARDORFF & DEARDORFF Structural Engineers 9988 Hibert Street Suite 200 SAN DIEGO, CALIFORNIA 92131 (619) 689-1771 FAX (619) 689-8721 SHEET NO.OF . CALCULATED BY CHECKED BY SCALE R.P DATE . DATE . ACCOST: -r- ADJ. TOP bM. ^2. oic M= X\o=K. - C?.|S -oK- y^ gfesipgNTlAi DEARDORFF & DEARDORFF SHEETNO 3_ OF Structural Engineers D 7 - 9988 Hibert Street Suite 200 CALCULATED BY fCK. DATE /^ ^ TO SAN DIEGO. CALIFORNIA 92131 (619)689-1771 FAX (619) 689-8721 CHECKED BY DATE SCALE A 775 > 745* " w/ IH T(J>? OHC?R.D AMD io-8c\ (IS BOTTOM HEADER. %-- 4ja£f^ -42. &-- & cJ - ^27.^1 PspV^t/s} - /62.2> PLF V- i«.^eV^ CK /2.SO JOB DEARDORFF & DEARDORFF Structural Engineers 9988 Hibert Street Suite 200 SAN DIEGO, CALIFORNIA 92131 (619) 689-1771 FAX (619) 689-8721 SHEET NO.OF CALCULATED BY . CHECKED BY SCALE . P.DATE \Z-IO-lQ DATE 1'WALL SOIL PS F OX, LiWDfeORla RgSHTEMtlM- OEAROORFF & DEAROORFF Structural Engineers 9988 Hibert Street Suite 200 SAN DIEGO. CALIFORNIA 92131 (619) 689-1771 FAX (619) 689-8721 SHEET NO. CALCULATED BY CHECKED BY SCALE R.P. OF DATE . DATE . LATERAL LOADS 1= 1.0 O- 2,06 ,= 8 - /. o =g2.g PLF LINE LEM6TH /Z.S'8' 114 -757 12.0 a -2.5-f 757 e /H X IN 101 &50 B 7 /15(5 B OOEARDORFF AND DEARDORFF 12/10/90 (619)-689-1771 WOOD SHEAR WALLS Job: Wall: ROOF Length: Wd: Rdl: Rdc: Vr: OTM = Lundborg res. remodel LJnel 1250 101 0 0 615 4920 Res Mom UpKtt ft Height: pK Wwall: Iba Rdr. Ibe @ | 0.00 Ibe v = it-fee Left End 11668 0 — —— — 8.00 IS 114 ft psf Ibs ft from left end SO ptf Right End 12S23 0 —— — — ft-to Ib Ext or Int Conds Interior Conditions Exterior Conditions Ext or Int Conds SHEATHING SUMMARY Level Shear 3/8 Ply Mi Ply Gyp* 1st 50 I N A * For use where wind load governs ** For use where seismic load governs Gyp* B Stucco R 9988 HIBERT STREET. #200 PAGE OF SAN DIEGO, CA 92131 eOEARDORFF AND DEARDORFF 1/11/91 10:02 (619)-689-1771 WOOD SHEAR WALLS Job: Wall: ROOF Length: Wd: Rdl: Rdc: Vr OTM = Brandywine Une2OA 4.00 101 228 0 616 4928 Res Mom UplHt ft Height: pV Wwal: bs Rdn bs O | 0.00 bs v = ft-bs Lett End 2680 642 HD2Ato2xstud MAS to 2x stud MAS to 2x stud PB^BS nailed 8.00 15 114 ft psf bs ft from teft end 166 pit Right End 2224 773 HD2Ato2xstud MAS to 2x stud MAS to 2x stud PB/PBS nailed ft-b b Ext or Int Conds Interior Conditions Exterior Conditions Ext or Int Conds SHEATHING SUMMARY Level Shear 3/BPIy 1/2 Ply Gyp' Gyp~ 1st 166 I N D H * For use where wind load governs ** For use where seismic load governs Stucco R 9988 HIBERT ST., #200 PAGE OF_SAN DIEGO, CA 92131 COEARDORFF AND DEARDORFF 8 1/11/91 10:09 (619)-689-1771 WOOD SHEAR WALLS Job: Wall: ROOF Length: Wd: Rdl: fide: Vn OTM = Brandywine Line3&4 425 120 450 0 757 6056 Res Mom Uplift ft pH bs bs 0 bs ft-bs Height: WwaU: Rdn | 0.00 v = Left End 4080 527 HD2Ato2xstud MAS to 2x stud MAS to 2x stud PB/PBS nailed 8.00 15 0 ft ps» bs ft from left end 191 P» Right End 2168 1037 HD2Ato2xstud PA18to4xstud PAHD42to4xstud PB/PBS nailed ft-b b Ext or Int Conds Interior Conditions Exterior Conditions Ext or Int Conds SHEATHING SUMMARY Level Shear 3/8 Ply 1/2 Ply Gyp- Gyp- Stucco 1st 191 I N E _ _ * For use where wind load governs •* For use where seismic load governs 9988HIBERTST.,#200 PAGE OF_SAN DIEGO, CA 92131 OOEARDORFF AND DEARDORFF 1/11/91 10:04 (619)-689-1771 WOOD SHEAR WALLS Job: Wall: ROOF Length: Wd: Rdl: Rdc: Vn OTM = SHEATH Level 1st Brandywine Una A 9.50 50 228 0 592 4736 Res Mom Uplift INQSUMM Shear 64 ft ptf bs bs O bs ft-bs Height: Wwall: Rdn | 0.00 v = Left End 9837 0 —_ —_ 8.00 15 0 ft psl bs ft Irom left end 64 P» Right End 7671 0 — —— — ft-b b ExtorlntConds Interior Conditions Exterior Conditions Ext or Int Conds AHY 3/BPIy 1/2 Ply Gyp- Gyp- Stucco I N A C R * For use where wind load governs " For use where seismic load governs 9988HIBERTST., #200 PAGE OF_SAN DIEGO, CA 92131 ODEARDORFF AND DEARDORFF 12/10/90 10 (619)-689-1771 WOOD SHEAR WALLS Job: Wall: ROOF Length: Wd: Rdl: Rdc: Vr: OTM = lundbofg res, remodel UneA 4.00 101 114 582 P» Ibe Height: WwaJI: Rdr: I 0.00 8.00 15 114 ft from left e 4736 ft-lbe psf tbe 160 plf HOS Mom Uplift Left End 1490 927 HD2Ato2xstud MAS to 2x stud MAS to 2x stud PB/PBS nailed Right End 1490 927 HD2Ato2x8tud MAS to 2x stud MAS to 2x stud PB/PBS nailed ft-lb Ib Ext or Int Conds Interior Conditions Exterior Conditions Ext or Int Conds SHEATHING SUMMARY Level Shear 3/8 Ply 1/2 Pry Gyp* 1st 160 I N D * For use where wind load governs ** For use where seismic load governs Gyp" H Stucco R 9988 HIBERT STREET. #200 PAGE OF SAN DIEGO, CA 92131 ODEARDORFF AND DEARDOHFF 12/10/90 ;/ (619)-689-1771 WOOD SHEAR WALL* Job: Wai): ROOF Length: Wd: Rdl: Rdc: Vr: Lundborg res. remodel | UneB 7.00 240 600 0 1806 ft plf Ibs Ibs @ C Height: Wwall: Rdr: 0.00 Ibs v = 8.00 15 600 ft psf Ibs ft from left end 269 P» 14448 ft-toa Res Mom Uplift Left Bid 8723 881 HD2Ato2x8tud MAS to 2x stud MAS to 2X stud PB/PBS nailed Right Bid 8723 881 HD2Ato2xstud MAS to 2x stud MAS to 2x stud PB/PBS nailed n-lb to ExtorlntConds Interior Conditions Exterior Conditions Ext or Int Conds SHEATHING SUMMARY Level Shear 3/8 Ply 1/2 Ply Gyp- 1st 269 I N G * For use where wind load governs Gyp*Stucco ** For use where seismic id governs 9988 HIBERT STREET. #200 PAGE OF SAN DIEGO. CA 92131 ODEARDORFF AND DEAROORFF 12/10/90 12. (619)-689-1771 WOOD SHEAR WALLS Job: WaU: ROOF Length: Wd: Rdl: Rdc: Vr: OTM = Lundborg res. remodel LineB 6.00 240 600 0 1548 12384 ReaMom Uplift ft Height: ptf WwaU: bo Rdn (be @ | OM toe v = fMbe Left End 6754 1024 H02Ato2x8tud PA18to4x8tud PAH042to4xstud PB/PBS nailed 8.00 15 600 ft psf IDS ft from left end 271 Plf Right End 6754 1024 HD2Ato2xstud PA18to4xstud PAHO42to4xstud PB/PBS nailed ft-to Ib Ext or Int Conds Interior Conditions Exterior Conditions Ext or Int Conds SHEATHING SUMMARY Level Shear 3/8 Ply 1/2 Ply Gyp* 1st 271 I N G * For use where wind load governs ** For use where ooiomio load gove Gyp-Stucco 9988 HIBERT STREET. #200 PAGE OF SAN DIEGO, CA 92131 DEARDORFF & DEARDORFF Structural Engineers 9988 Hibert Street Suite 200 SAN DIEGO. CALIFORNIA 92131 (619) 689-1771 FAX (619) 689-8721 K.eSIP£HTiAL REtvtoDg L- SHEETNO CALCULATED BY CHECKED BY SCALE __, oK-T-DATE DATE DESIGN B£TW££N PATIO AND PARALLEL -0 &.& > /^ Z. LIH£ A V - M TRAP HEW = 12.93 Ss^-te of California, George Deukmejian , Governor ~:-^ California Coastal Commission 1333,Camino Del Rio S., Suite 125 'San Diego, Ca 92108 (619) 297-9740 DATE: November 20, 1990 NAME: Robert Lundborg 1743 Cereus Court Carlsbad, CA 92008 LOCATION: Same as above PROJECT;Construction of a 362.5 sq.ft. addition to an existing 1,500 sq.ft. one story three bedroom'single family'residence ou__a 7.635 sq_,f_t... lot. No new living unit is $ "• i prnpnsp-d or approved. This is to certify that this location and/or proposed project has been reviewed by the staff on the San Diego Coast District Commission. A coastal development permit is not necessary because of the item(s) checked below- Appropriate local permits may now be obtained._. • '• • , •/ - .,.- •;;•:' :.-;•.:;..;••.,.-: /..'•.:.:•:;;•.:"... ..;. •...-.-.' '.-.••..' •'• ^••^-•"^'•••••• -• ; . The site is not located within the coastal permit area as adopted in the California Coastal Act of 1976 and effective January 1, 1977, and modified effective.January 1., 1980. - • The proposed development is included in Catagorical Exclusion No, adopted by the California.Coastal Commission. . . , The' proposed development is judged to be repair or maintenance activity not resulting in an.addition to or enlargement or expansion of the object of such activities (Section 30610(d) of Coastal Act). XXXXX The proposed development is an improvement to an existing single family residence (Section 30610(c) of the Coastal Act) and not located in the area between the sea and first coastal road or 300 feet (whichever is greater) (Section 13250(b) (4) of Administrative Regulations). The proposed development is an improvement to an existing single family residence and is located in the area between the sea and the first coastal road or 300 feet (whichever is greater) but is not a) an increase of 10% or more of internal floor area, b) the construction of an additional story, or c) a significant non-attached structure (Sections 30610Ca) of Coastal Act and Section 13250 (b) (4) of Administrative Regulations). _The proposed development is an interior modification to an existing use with no change in the density or intensity of use (Section 30106 of Coastal ACt). _The proposed development is an improvement to a structure other than a single family residence or public works facility and is not included in excluded catagories of development (Section 13253 of Administrative Regulations).' __The proposed development is the rebuilding of a structure, other than a public works facility, destroyed by natural disaster. ..The replacement conforms to all of the requirements of Coastal Act Section 30610(g). The proposed development is exempt under Section of the Commission's "Interpretive Guideline on Exclusions from Permit.Requirements." Other: . , .. _ ._,„... ~~- This certification is based on information provided by the, recipient of this letter. If, at a later date, this information is found to be incorrect, this letter will .become invalid, and any development;occuring must cease until a coastal development permit is .obtained.";: '.„..::, ;•.,-.; ":.~.J. ..'- •;:'• v-v • » -:. • - • ' • •-' - "•• -~;; Very truly yours, Charles Damm District Director By 7 / S / / / / / / / / Lundborg Residence Addition Carlsbad Climate Zone #7 David King, Architect Title 24 Energy Calculations Compliance Method - CALPAS 4 December 6, 1990 Haynal and Company 425 N. Date, Suite A Escondido, CA 92025 (619) 743-5408 / (619) 295-9225 Contractor's License #467907