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Home My WebLink About2435 STROMBERG CIR; ; CB920092; Permit• B JJ..,DlNL-i 'l.:s/12/9.l 14:09 Pag• 1 f 1 J b Addre ·~: 24 .... 5 .;,fROMBERG CR Pe1m1t Type: kESIDENTAL ADD/ALT a.reel No: 167-230-18 -OU Valudtion: 30,24 Const1.uct1on TY[t:: VN ccupancy Group: R a_, · uescr1pt1on: 420 SF BEDROOM A~DITION App ... /Own1 CONTRACTOR DURA-BlL'J. J .o W, DUUGLAS ES ONDIDO, CA DllRA-BILT 32.6 W DOUG EL CAJON, Fe s Required Fee.::;: A IJLlStlllt:>tltS: Total fees : Fee description Bu1ld11.g Permit Plan Check Strong Motion Fee BUILDTNG T(TAL Ente.t 'Y' fvr Plumbin Entei "V" for El(~ctric ~nter 'Y' for Remo, el ~ ELECTklCAL TOTAL Enter 'Y' for Mechanical P E R M [ .., t I : Cv l t19 Perm1 t N : 01 Project Ne,: A ➔.~o 2/'J r, .. r rr . 6591 02/29/92 0001 01 02 C-PRMT 314-00 ) Applie:l: Apr/ l ·1e: Vall l=it l y: 44:?-7140 61.J-44.2 7 4) . u 189. Ul' 14 .00 Ext fee Dat::1 2.J1.00 1tl9.0'1 J ' ( 0 483 .00 10.00 10 . J w O. Ol N y y N />. PROVAL INSP.-¥-oi--DATE __ , CLEARANCE ___ ....,....__, CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 PERMIT APPLICATION PLAN CHECK NO. City of Carlsbad Building Departllll!l'lt 2075 Las Pal-s Dr., carlsbad, CA 92009 (619) 438·1161 1. P£1lMI I IYP£ A -LI Commercial LI New Building LI tenant Improvement B -D Industrial □ New Building D Tenant Improvement C %,Residential D Apartment LI Condo □ Single Family Dwelling ,i6 Addition/ Alteration □ Duplex □ Demolition □ Relocation □ Mobile Home □ Electrical D Plumbing □ Mechanical □ Pool □ Spa D Retaining Wall D Solar □ Other ____ _ 2. PROJF.Cf INFORMATION Address ~ 4-3 5 Nearest Cross Street LEGAL bEscltiPl loN cRECR B£WW IF SDBMI 11 ED: □ 2 Energy Cales □ 2 Structural Cales □ 2 Soils Report □ 1 Addressed Envelope ASSESSOR'S PARCEL I ( r :l -d 5 ( ) -I R'. EXISTING USE i5 Ek DESCRIPTION OF WORK 8c: .D JCOc) /24 NAME ,-er ~ 7) STATEU ZIP cool/ dJ I I Cl1Y NAME Q Q si (h c' r-. · K. SV(euJ'SfP~RESS CJ1Y C CZ. r I st'AdsTATE ZIP CODE ~//-/ ADDRESS DATE C-PRMT FOR OFFICE USE ONLY Phase No. PROPOSED USE Workers' Compensauon Oeclara11on: I hereby affirm that I have a ceruhcate of consent to sell-insure issued by the Director of-lndustnal 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 there<J'-t!l~ wiT the Building Inspecr()to/fa3{)e~~3800, Lab. C). INSURANCE COMPANY s-(-&_j._t; y-u {) (1 POLICY NO. EXP~tiON DATE O · SIGNATURE DATE 8. oWNER-fiOIIDEil OECtARA'IloN Owner-Builder Oeclarauon: I hereby affirm that I am exempt from the Contractors License Law for the following reason: D 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.). LI I, 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). D I 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 the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500)). SIGNATURE DATE COMPLETE fi-lls SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: 189-00 Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? □ YES LI NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? □ YES □ NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? □ YES D NO IF ANY OP 1lIB ANSWERS ARE YF.S, A FINAL CERTWICATE OP oa:uPANCY MAY NOT BE ~ AFfER JULY 1, 1989 UNLF.SS TIIE APPLICANT HAS MET OR IS MEETING 11-IE REQlJIREMENTS OF TIIE OFFICE OF EMERGENCY SERVICES AND 11iE AIR POLLlfTION OONl'ROL DISl1UCT. 9. WNSIRUCl1ON LENDlNG .AGENCY I hereby alhrm that there 1s a construcuon lending agency lor the performance of the work for which this permit 1s issued (Sec 3097(1} CIVIi Code). LENDER'S NAME LENDER'S ADDRESS 10. Ai>PUCAN"I CER'm1cA11oN I ceruty that I have read the apphcauon and state that the above miormauon 1s 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 10 SAVE INDEMNIFY AND KEEP HARMLESS TIIE QTY OP CARLSBAD AGAINST ALL UABIUTIF.S, JUDGMENTS, CDSTS AND EXPENSF.S WIDCH MAY IN ANY WAY ACDHJE AGAINST SAID QTY IN OONSF.QUENCE OP TI·IE GRANTING OF TIDS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 365 days from the date of such permit or if the building or work authorized by such permit is suspended or abando ~ /ny ·me after the work is commenced for a period of 180 days (Section 303(d) Unifo~uildin~:=) APPLJCANT'SSIGNATIJRE u ;-?j",--;n--.,,~~~~~~----DATE: L c:2/• "d-- • PERMIT# CB920092 DESCRIPTION: 420 SF BEDROOM CITY OF CARLSBAD INSPECTION REQUEST FOR 07/02/92 ADDITION INSPECTOR AREA MP TYPE: RAD JOB ADDRESS: 2435 APPLICANT: DURA-BILT CONTRACTOR: DURA-BILT OWNER: STROMBERG CR REMARKS: RS/PAUL/258-0539 SPECIAL INSTRUCT: ROOF FINAL TOTAL TIME: CD LVL DESCRIPTION 15 ST Roof/Reroof PLANCK# OCC GRP CONSTR. STR: FL: PHONE: 619 442-7040 CB920092 R3 TYPE VN STE: PHONE: 619-442-7rf A PHONE: JL, INSPECTOR__,_µ __________ _ ACT COMMENTS ---'.'.' -* = ==========-fsl----- DATE 050692 050692 050592 050492 050492 050192 050192 042992 042792 042192 042192 042192 041792 041792 040192 ***** INSPECTION HISTORY***** DESCRIPTION Exterior Lath/Drywall Interior Lath/Drywall Interior Lath/Drywall Rough/Topout Underground/Under Floor Rough/Topout Insulation Rough/Topout Rough/Topout Frame/Steel/Bolting/Welding Rough/Topout Rough Electric Roof/Reroof Roof/Reroof Ftg/Foundation/Piers ACT INSP CO MP AP MP NR MP AP MP AP MP PA MP AP MP CO MP CO MP AP MP NR MP AP MP AP MP AP PD AP MP COMMENTS COMPLETE W/DOORS EXIST PATIO SLAB NOT REMOVED DATE: ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 JURISDICTION: □APPLICANT cg·IIlRfSDICTru~ JPLAN CHECKER QFILE COPY QUPS QDESIGNER PLAN CHECK NO: PROJECT ADDRESS: '2--'--f 3, r ~T/<-fl-n':!3&-7<-C.:, C.;/2--C_ LE--------------~----- PROJECT NAME: .SFfZ □ □ 0 D D --------------------- The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes . The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified ______________ are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enciosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your informati o n. 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: EEsgil staff did not advise the applicant contact person that plan check has been completed. D Esgil staff did advise applicant that the plan check has been completed. Person contacted: ____________ _ Date contacted: ----------Telephone# ---------□ REMARKS: _______________________ _ By: SYEI:> A-LEE:M Enc 1 os ures: _________ _ ESGIL CORPORATION 1..../ /Lj-- 0 GA DcM DATE: 1--j,5/ 12 I ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (61 9) 560-1 4-68 JURISDICTION: CARLSBAD .J PLAN CHECK NO: -SET: ..l- QFILE COPY QUPS CDESIGNER PROJECT ADDRESS: . 2-<-/--3'5 5,R:DfY) ffR6 C1 rZC. L£:, "' 5,:,,0 PROJECT NAME: ___ ,~,r-_______________ _ D D D The plans transmitted herewith have been corrected where necessary and substantially comply with t 'he jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's -building codes when minor deficien- ties identified _____________ are resolved an 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. &al 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 ~pplicant's copy of the r~ Y /Yl &N7£-LL D check list has been sent to: l/715 bO Tit S T ii Esgil staff did not advise the applicant contact person that plan check has been completed. D Esgil staff did advise applicant that the plan check has been completed. Person contacted: ____________ _ Date contacted: ---------Telephone# ________ _ □ REMARKS: ______________________ _ By: SyE;p A-use-M ESGIL CORPORATION / /zB □GA O CM Enclosures: ----------- PLAN CHECIC NO:_q_z_-_fJ-0_9_?.. ____ _ JURISDICTION: CITY OF CARLSBAD ,;-&ft,~ Y Mo /J7fU-{) ro: _____________________ _ ENCLOSURES: _________________ _ FLOOR AREA:___..4_UJ __ sa__r::-_r _____ _ Sl'ORIES: ___ __..__ _____________ _ HKIGHI: __________________ _ PLAN CORRECTION SHEET CITY OF CARLSBAD SDCLE FAMILY AMO IlJPLEX l'.lWELLDGS Date plans received by jurisdiction: Date plans received by Esgil Corporation: t/t-6/q 2- Date initial plan check completed: ~If! 1 z.-By: .5 '( W A-lE£:/v1 Applicant contact person: J{;fJ?( /rJO/.Jf&lf.,/) Telephone: 1,z_t::j ... t(p £/Z, FORE«>RD: PLF.ASE RF.AD 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 Galifornia law mandates that residential construction comply with Title 24 and the following model codes: 1988 UBC (eff. 1/1/90) 1988 UPC (eff. 1/1/90) 1990 NEC (eff. 7/1/91) 1988 UMC (eff. 1/1/90) The above regulations apply to residential construction, regardless adopted by ordinance. 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. NO'IE: PAGK JflJo(BDS ARE M7I Df SEQOENCE AS PAGES BAVDfG NO I1DtS NDDDG <DRRfX:TIONS WmE DELEIED. List No. 12, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1988 UBC) l I l / l l Please cake all corrections on the original tracings and submit b·o new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 OJesapeake Drive, Suite #208, San Diego, California 92123, (619) 560-1468. Please ciake all corrections on the original tracings and submit t"·o 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 nace of the legal o...,Tler and name of person responsible for the preparation of the plans. Section 302(a)7. All sheets of pla..~s oust be signed by the person responsible for their preparation. (California Business and Professions Code). Plans, specifications and calculations shall be signed by the Galifornia state licensed engineer or architect responsible for their preparation, for · plans deviating from conventional -..·ood 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 d\;elling, garage, carport, patio, deck and balcony. Section 302(d). Provide a statement on the Title Sheet of the plans that this project shall comply ~ith Title 24 and 1988 UBC, IDIC and UPC and 1990 NEC. Submit fully ditiensioned plot plan dras-n to scale showing location, size, and use of all existing and proposed structures on the lot. Identify property lin_es and show lot dimensions and all easm;ients. Show location of all cut or fill slopes. Show finish floor elevations and shew elevations of adjacent finish grade. Show drainage patterns -..·it.h minimum slopes. Section 302(d). Indicate distance proposed building. from property Section 302(d). lines to 7/9/91 13. Show on the title sheet all structures, pools, \.'Alls, etc. included under this application. Any portion of the project sho\o-n on the site plan Ulat is not included with the building pennit 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 tlle elevations and dimension the distance to the floor above, for story determination. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that sho"'11 below or sticky back. REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance -..·ith Sec. 306 of the Uniform Building Code. IIEM SOILS COJ>IPLIA!iCE PRIOR IO FOUNDATION INSP. STRUCTURAL CO~CREI'E OVER 2500 PSI PRESIP.ESSED STEEL FIELD WELDING HIGH SIRENGTII BOLTS D.l'ANSION ANCHORS SPECIAL MASONRY SPRAYED ON FIRE PROOFING PILES/CAISSONS DESIGNER-SPECIFIED OTIIER REQ. IF CHECKED FIRE PROJ.ECIIuH Exterior ~alls closer than 3 feet to property lines shall be one-hour rated construction and have no openings. Table S•A. 2 /9. 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 \.'indows 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 1 setback area from the property line. Section 1710. Show location of permanently wired smoke detector: a. Centrally located --in corridor or area giving access to sleeping rooms. b. On each story. c. In the basement. d. When sleeping rooms are upstairs, at the upper level in close proximity to the stair. e. In rooos 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 soW1d an alarm audible in all sleeping areas of the W1it. 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. ra»:RAL RESIDENTIAL KWQI.RtMEHIS Habitable rooms, o·t.her 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 be deficient in S /-rO.-v-.) AI e'I--/ ST II J& 13 W/?...frhYJ (t.Jt;-t.o Co N v f:;fcrC.--v 77> oe,J) . 10/2/91 0 2j,. Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laW1dry 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 co11VDon \.'all 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 W1less 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, l aW1dry rooms and similar rooms if required openable windows are not provided. Section 1205 (c). Note that the discharge point for exhaust air will 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 ll05(c). No habitable room, other than a kitchen, shall be less than 71011 in any dimension. Section 1207 (c). Show that ceiling height for habitable rooms is a minimum of 7 '611 • 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). Glazing, in the same wall plane as a door, must be safety glazing if within 1211 of the door and less than 6011 above the walking surface, unless the glazing is leaded or fa~~t~ glass. Section 5406 (d) 6. Ff<...,t::!vc.tf po,:,, /2... '> . 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. 3 r· r· t· +· 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 2411 • 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. Provide details of the assemblies. 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 4211 in height. Section 1716. The loft you show does mezzanine floor and is, Code definition, a story_. __ not comply as a by Uniform Building Section 1716. Dwellings used for daycare for 7 to 12 children shall comply with the special requirements in Oiapter 12 of Title 24. EXI'J:S, STAIRWAYS, Allll RAlLlllGS 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 doo:n.-ays shall be not less than 3611 in width and not less than 6'811 in height, and shall be capable of opening at least 90 degrees. Section 3304 (f), Provide porches, landings. less than 36" high protective railing for balconies, and open sides of stair Openings between railings shall be 6". Section 1711. Show how guardrail connection adequate to support 20 pounds per at a right angle to the top rail. details are lineal foot Table 23-B. 10/2/91 t· Provide stail"\r'ay and landing details. Section 3306 (b), (c) and (p). a. Maximum rise is 7" and m1n1mum run is 1111 • When the stairs serves less than 10 occupants, or serves an unoccupied roof, rise may be 811 maximum and run 911 mini.nrum. b. Minimum headroom is 6' -811 • c. Mini.mum width is 36". All handrails per Section 3306 (j), shall satisfy the following: a. Provide handrail for staiI"\,,·ays with 4 or more risers. b. Handrail shall be 3411 to 3811 above the nosing of treads. c. The handgrip portion of handrail shall be not less than 1 1/211 , nor more than 211 in cross-sectional dimension. Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stai:n.·ay 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 stain-.·ay provided the top step is not more than 7 1/211 lower than the floor level. Section 3304 (i). Provide details of winding stair .. :ay complying with Section 3306 (d): a. Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. b. Maxi.nrum rise is 8 inches. c. Minimum width is 36 inches. 4 r· fP· Provide spiral staiNay 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 8 inches d. The tread rmJSt 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 stair,,,•ays may not be used for required exits ·Jhen the area served is greater than 400 sq. ft. Section 3306 (f). Provide I.C.B.O. Research Report a.J'ld number for metal stainiay, 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). 'llle 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 minimum wid.th of 36 inches. corridors have a Section 3305 (b). Specify roof slope. Roof slope is not adequate for specified. Table 32·B,C,D and E. roof type 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). 7{. Show roof drains and overflows. Section 3207. 12 18/90 r· o/3· +· 4. J. 6~. Provide skylight details with Sections 3401 and I.C.B.O. approval number. to show compliance 5207 or provide Plastic skylights must be separated from each other by at least 4 feet. Section 5207 (a) 6. Show attic ventilation. Mini.mum 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 to standard drawing. construction details or note be per attached fireplace 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 constntction details of all masonry walls. Chapter 24. Show floor and roof connections to masonry walls. Connection shall resist 200 poWlds 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 211 air space and flashing between planter and building walls. Section 2516 (c) 7. GARAGE AND CARPOR:rS 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 l 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. f· I ?· An occupancy carport and open on two uses above. Show garage over garage plate line, holddo\mS if separation is not required between residence, provided the carport is or more sides and has no enclosed Section 503 (a) Exception 3. framing sections, size of header opening, lateral cross bracing at method bracing garage front and required. Chapter 23. NOIE: Maximum shear panel height-to-width ratio is 3 1/2 to 1 for plywood. Table 25-I. Doors may open into floor or landing in the one inch lower t.han the Section 3304 (i). the garage only if the garage is not more than door threshold. Provide an 1811 raised platform for any FAU, water heater, or other device in the garage which may generate a flame or spark. UMC Section 508, UPC Section 1310 (a). Per soils report, note on the plan the soils classification, whether" or not the soil is expansive and note the allowable bearing value. Section 2905 (c). The foundation plan does not comply with the soils report recommendations for this project. Please review the report and modify design, 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 tl)e soil report). 2/13 90 83. I t· i5. +· The soils engineer review the foundation recommended that he/she excavations. Note on that "Prior to the a Building Department the soils engineer the foundation plan contractor requesting foundation inspection, shall advise the building that: official in writing ' r Toe building pad was prepared in accordance with the soils report, The utility trenches have been properly backfilled and compacted, and The foundation excavations comply with the intent of the soils report". Show height of all foundation walls. 23. Chapter Show height of foundation walls. retained earth on all Chapter 23, If cut or fill slopes exist, show distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29, Note on plans that above finish grade. wood shall be 611 minimum 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.~. Table 29A: Floors Footing SUJ2I!:Orted1't Stemwall Width DeI!:th Thickness l 6" 1211 1211 6" 2 8" 1511 1811 7" 3 1011 1811 2411 8" 1°'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). 6 ~l. 9§_ I lt ~~. 9/- 1· If required, show si:e, embedment and location of hold do.,i anchors on foundation plan. Section 302 (d). If hold do'wfls are required, note on plan that hold do--n anchors cust be tied in place prior to foundation inspection. Section 305 (e) 1. Show adequate footinss under all bearing -·alls and shear -·alls. Section 2907 (b). Show on the plans steeper than 1:10. stepped footinss for slopes Section 2907 (c). Sho-· mini.cum 18" clearance from grade to bottoc of floor joists a."ld r.iini.mum 12" clearance to bottom of girders. Section 2516 (c) 2. Show pier size, spacing and depth into undisturbed soil. Table 29-A. Show minimum underfloor access of 18" x 24". Section 2516 (c). Show mini..tou0 underfloor ventilation equal to l sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to corners as practicabl e and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c) 6. ~ ~ Show ,..all bracing. Every exterior wood stud -·all and ca.in cross-stud partition shall be braced at each end at least every 25 feet of length with l x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3, Table 25-V. r ~!>~ 1 1. 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 -·alls. Section 2517 (d) 3, 2517 (h) 6. Bearing partitions, perpendicular to joists, shall not be offset from supporting girders, be.a.ms, walls or partitions, more than the depth of the joi st. Section 2517 (d) 5. 7/6/91 Show rafter ties. RA!ter ties shall be spaced not roore than 4 feet on center and be just above the ceiling joists, -·here 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 -·ith cinimum 48" lap splice. Section 2517 (g) 2. Show nailing -·ill be in cocpliance -·ith Table 25-Q. Show or note fire stops at the follo-·ing locations per Section 2516 (£): /. In concealed spaces of stud walls and partitions, including fu..-red spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the -·all; At all intercoMections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; In concealed spaces between stair stringers at the top and bottom of the run and between studs along and inline with the run of stairs if the ,..alls under the stairs are unfinished; and In openings around vents, pipes, ducts, chi.cneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, -·ith noncombustible materials. In duplexes, draft stops shall be provided in floor-ceiling assemblies and attics in line .:ith ,.,alls separating units and separating units from cocmon areas. Show stud size and spacing. Maximum allowable stud heights: Bearing wall: 2 x4 and 2 x 6 cax. 10'; Non-be.a.ring: 2 x 4 cax. 14', 2 x 6 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.!.C. Certificate of Compliance for glued laminated wood inembers shall be given to the building inspector prior to inst.allation. Section 2505 . 7 I 1)6. I Detail all post-to-beam and post-to-footing coMections and reference the detail to the plan, Section 2516 (m). Detail shear transfer connections, including roof and floor diaphragms, to shear -.:alls. Section 2513. Specify nail size ,,:alls, floor and required blocking. dimension ratios. Section 4714 (d)]. and spacing for roof diaphragnis. Maintain maxi.mum [Tables 25 I, all shear Indicate diaphragm J, Kand Provide truss details and truss calculations for this project. Specify truss identification nus.hers on the plans. Show l / 2 11 mini..muJ::J clearance bet\.·een top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). Provide roof fraciing plan and floor framing plan. Section 302 (d). Provide framing sections through Section 302 (d), Specify all header sizes for opening over 4 1 ~ide, 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 (bJ, In Seismic Zones 3 and 4, the allowable shear ,·all values for dr)"·all in Table 47-I must be reduced 50 percent when considering earthquake loads. This does not apply to wind loads. Footnote 1. Show on the plans developed in the Section 302 (d), end.) all st.liJctural requirements stn.ictural calculations. (See comments below or at 7/5/91 Columns and posts located on concrete or masonry floors or decks exposed to the weather or to ~ater 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 groWld unless the columns or posts "-'hich 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 size 2211 x 30". Section 3205. with minimuc Show draft separation for attic areas between units in a duplex. Section 2516 (f). Specify plywood thickness, grade index. !able 25-S. and/or particle board and panel identification When roof pitch ridge as a beam. is less than 3:12, design Section 2517 (h), If foundation cripple wall studs are less than 1411 high, framing shall be solid blocking, or sheathed with plywood. Section 2517 (g) 4, Cripple ""all studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches ~hen sup~orting 2 stories •. Section 2517 (g) 4, Show plywood sheathing over eA-posed eaves, or other weather exposed areas, is '~onded with exterior glue." Plywood used for exterior ~all covering shall be the exterior type. Section 2516 (i), 2516(g)3, Detail truss layout for 3011 x 3011 access, if required for equipment in the and detail 3011 x 30" clearance through webs. attic attic truss Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. In open beam across the Section 2501 const.liJction, provide strap ties beams at the ridge support. (b) • 8 C\ Note on the plans that "all weather-exposed f.!:.Y surfaces shall have a weather-resistive barrier to protect the interior wall covering and that exterior openings shall be flashed in such a manner as to make them weatherproof". Section 1707. HECIIANICAL (IJIIIFORH HECIIANICAL <X>DE) All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. Show the size, location and type of all heating and cooling appliances or systems. 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. Note on the plans that the FAU closet or alcove must be 12 inches wider than the furnace or furnaces being installed. UMC Section 704. Show minimum 3011 deep ___ wiobstructed working space in front of furnace. Section SOS, 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 source of combustion air to furnace, per Chapter 6, UMC. Show access to the attic containin~ 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. Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide, not more than 20 feet in length through the attic. Section 708 UMC. Show permanent electrical outlet and lighting fixture controlled by a switch for furnace located in attic or underfloor space. Section 708 & 709 UMC. Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. 10 2 91 Show I.C.B.O. approval number for prefab fireplace. Show height of chimney above roof per I.C.B.0. approval or Table 37-B. Note on the plans that arrestors shall be installed Section 3704(h), Title 24. approved spark on all chimneys. Note on plan: Gas vents and non-combustible piping, in walls, passing through t.hree 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 (HAIIOIIAL ELECllUCAL 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. Note on the plans: "Electrical outlets shall be installed ·in accordance with NEC Article 210-52". Note on the plans: 11Lighting outlets controlled by a ~all switch shall be provided in accordance with NEC Article 210-7011 • Note on the plans: in clothes closets Article 410-811 • "Light fixtures installed will comply with NEC Note on the plans: "Convenience outlets in bathrooms, kitchen counter top(s) within 6 feet of the kitchen sink, outdoors, and in garages and basements (other than for laundry and similar equipment) shall be GFI protected." NEC, Art,. 210-8. Note electrical system ground to be provided per NEC, Art. 250-80(a), 8l(c). PLUHIIING (ll!IIl'ORM PLUHIIING <X>DE) Show water heater size, type and location on plans. UPC, Section 1301. 9 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 1811 platform for the water heater does not satisfy this requirement. UPC, Section 1310. Show T and P valve on water heater and show route of discharge line to exterior. UPC, Section 1007 (e), Show that water heater is adequately braced to resist seismic forces, when not connected by rigid pipe. UMC Section 504(d). Show shower st.all can accommodate a 3011 circle and has a minimum floor area of 1,024 sq. in. UPC 909 (d}. Provide clothes washer hook-up for each unit. Title 24, Part 3. New water closets and associated flushometer valves, if any, shall use no more than 1.6 gallons per flush and shall meet performance standards established by the American National Standards Institute Standard All2.19.2, and urinals and associated flushometer valves, if any, shall use no more than one gallon per flush and shall meet performance standards established by the American National Standards Institute Standard All2.19.2. H & S Code, Section 17921.3(b). NOISE IIISDLATIOII (roPLEXES) Show details of duplex co111Don (party) walls and floor/ceiling assemblies to achieve a Sound Iransmission Class (SIC} rating in walls of 50 decibels and an Impact Insulation Class (IIC} rating on floor/ceiling of 50 decibels. Iitle 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. 1/17/92 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 CONSERVA:r:IOII Provide plans, calculations and worksheets to show compliance with current energy standards. The regulations require a properly completed and properly signed Form CF-lR to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual constniction with the requirements of the approved energy design. All energy items shown on the plans must be in agreement witr. the inforIJation shown on the properly completed Form CF-lR. Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements11 • Show the make, model and efficiency of the space heating (or cooling) system and provide heat loss calculations if the output exceeds 45,000 BIU/Hr. For room additions, show that the glazing area of the addition does not exceed 16% of the newly-conditioned floor area, plus glazing removed or relocated due to the addition. Provide fluorescent general lighting kitchen(s) per CAC, Iitle 24, 2-5352(J). CARLSBAD S.F. D. & DUPLEX SUPPUMEll'I in 13/8. Energy conservation design should be for Zone 7. Floor drains policy). must have auto-prime (city For gas piping W'lder slabs that serve kitchen island cooktops, see the attached Policy 91-46 for special sleeve and clean-out requirements. Note exhaust fans cannot be ductless type (city policy). New residential units must be pre-plumbed for future solar water heating. Note 11two 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). 10 Note "two 3/411 copper pipes rm.1st be installed to the most convenient future sola: 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 p1p1ng for heating must be are not heated (city policy). present or future solar water insulated when in areas that or cooled by mechanical means Incorporate the waterproofing attached Policy 80-8, where space occurs below grade .-all(s). details, on the interior living at the masonry Show on the information Developmental Title Sheet on the plans, the required by the attae::hed 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, minimwn 611 x 1011 beams and minimum 811 x 811 post, for the structural beam and Column supporting the fire separation between the garage and living area above, is acceptable if sho~n on the plans. (city policy). All structures require a Class B roof covering, except room additions. If a room addition covers all of the existing building (2nd story addition), then the above exception doesn't apply. City Ordinance 9792 requires two parking 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 ti.mes 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. 1/17/92 Only tank-type water closets that use an average of 1.6 gallons of water per flush or less, and urinals and associated flushometer valves, that use an average of l gallon of water per flus11 or less shall be installed in new constructiQn. These provisions shall apply to existing buildings only when toilets are being replaced in existing bathrooms or installed in new bathrooms. Please see additional corrections, or remarks, on the following page . To speed up the recheck process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please check. ____ Y.es ____ No The City of carlsbad has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, Galifornia 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. ________ _ SYf;D 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. 11 Jurisdiction _ _,_faA~B~T,s~a~A~D..._ __ Prepared by1 .5 Y&P Al£:eM VALUATION AND PLAN CHECK FEE □ Bldg, Dept. D Esgil PLAN CHECK NO, q 7 -b-09 2- BUILDING ADDRESS '2.tj3-S ~~!3c,EL, C.1,e.CLE, APPLICANT/CONTACT feJZ.-IZ-Y /(}o/,17f:r_LO PHONE NO. _______ _ BUILDING OCCUPANCY /?--3 DESIGNER PHONE ------ TYPE OF CONSTRUCTION ✓~ rJ CONTRACTOR PHONE ____ _ BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER -. A-P.01771'77-J !,L 20 --; --z_.. 3,02..-l/--O - Air Conditionin~ Commercial @ - Residential ta . Res. or Comm. Fire S'Drinklers @ Total Value 3o 2--LI-D ..,qi ',61). Building Permit re e $ _________________ _,,__v_'--~---- $ / aCJ '/5' Plan Check r ee__,S,.._ _________________ ~_:__U-....:.,_f ____ _ COM ME ti TS._: ---------------------------- SHEET __ OF __ 12/87 ,. ) ')- Q...;., ?' <t' ~"> V' 1 2 3 s N R T D D C C C H H H E E E C C C K K K ~□□ BUILDING PLANCHECK ENGINEERING CHECKLIST DATE: _l'--• ...... ?_'J.___.,___,1,... t'-~----- PLANCHECK NO. CP__...c.f Z. {'{?/2... ITEM COMPLETE ITEM INCOMPLETE NEEDS YOUR ACTION ITEM SELECTED , Iv'\ A 1 r Ir , ( N 420 , -r' LEGAL REQUIREMENTS Site Plan r T. V/\L(. r II t v11- 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 dimension setbacks. [SZ(oo 2. Show on site plan: Finish floor elevations, pad to and and ~□□ 3. elevations, elevations of finish grade adjacent building, existing topographical lines, existing proposed slopes, driveway with percent (%) grade drainage patterns. Provide legal description and Assessors Parcel Number. ~□□ Discretionary Approval Compliance 4. No Discretionary approvals were required. □□□ 5. Project complies with all Engineering Conditions of Approval for Project No. ________ _ □□□ 6. Project does not comply with the· following Engineering Conditions of Approval for Project No. _________ _ Conditions complied with by: _________ Date: ____ _ ~□□ Field Review 7. □□□ 8. □□□ □□□ Field review completed. No issues raised. Field review completed. The following issues or discrepancies with the site plan were found: A. B. Site lacks adequate public improvements Existing drainage improvements not shown or in conflict with site plan. □□□ c. Site is served by overhead power lines. P:\DOCS\MISPORMS\PRMOOl0.DH REV. O'lm/91 ( □□□ D. Grading is required to access site, create pad or provide for ultimate street improvement. 000 E. Site access visibility problems exist. Provide onsite turnaround or engineered solution to problem. 000 F. Other: _______________________ _ ey{□□ □□□ Dedication Requirements 9. 10. No dedication required. Dedication required. Please have a registered Civil Engineer or Land surveyor prepare the appropriate legal description together with an 8~" x 11" plat map and submit with a title report and the required processing fee. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. The description of the d~dication is as follows: _______________ _ Dedication completed, Date __________ _ By: ___ _ Improvement Requirements [y'.] DD 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, 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, oate: _________ b,y: ___ _ P:\00CS\MISFO!lMS\FRM0010.0H REV. 02/27 /91 1 D D D 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: __________ _ DD D 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). 0"'□ 0 14. No grading required as determined by the information provided on the site plan. DD D 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 @DO □□□ &ef□□ □□□ 16. 17. 18. 19. Right-of-Way Permit not required, Right-of-Way Permit required. A separate Right-of-Way Permit issued by the Engineering Department is required for the following: _____________________ _ Sewer Permit is not required. sewer Permit is required. A sewer Permit is required concurrent with Building Permit issuance. The fee required is noted below in the fees section. DD D 20. Industrial Waste Permit is not required. P:\OOCS\MISFORMS\FRM0010.DN REV, 02/27 /91 I. □□□ 21. Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Buildi ng Permits. Permits must be issued prior to occupancy. Industrial Waster Permit accepted - Date: __________ By: _______________ _ Fees Required 0 tJ/f\ 27. Park-in-Lieu Fee Quadrant: _____ Fee per Unit: _______ _ Total Fees: __ _ 0 23. Traffic Impact Fee □ □ □ □ □ □ Fee Per Unit: __________ Total Fee: _____ _ 24. Bridge and Thorough fare Fee Fee Per Unit: __________ Total Fee: _____ _ 25. Public Facilities Fee required. 26. Facilities Management Fee Zone: _____ Fee : ____ _ 27. Sewer Fees Permit No. ________ EDU's ___ _ Benefit Area: ________ _ Fee: ________ _ 28 . Sewer Lateral Required: ______________ _ Fee: ________ _ 29. REMARKS: ______________________ _ ENGINEERING AUTHORIZATION TO ISSUB PERMIT BY: \ ]w-JA E>«tftM1rf¼ DATE: / ,.30 ,qQ c-' P:\OOCS\MISFORMS\FRM0010.0H REV. 02/27/91 "" I:!- ~ e u ~ • • 0 0 ~ I ~ ~ """ ;;; N ~ .. ~ ~ iJ u u .c u ~ ~ i .. .. u ~ • 0 I ~ !,1 ~ u u .c u C ~ .. PLANNING CHECKUSf Plan Check No. 9J.-qJ_ Address _,2.::;.Y--'-"'-'3S!...__....i)'..ll.:*~•'1::.i...:::::X,L_r;J,l.'-':,..___.:L::..'..llr.=...c =='4=-- Planner 'D,t/1 d ~',cl<. Phone 438-116t'ext. _ _,lf.a:c3.::.2__,,l5'---- (Name) APN: _-11.1..<.h.;....7.;,_~ _,,?,,s...).e:.;O=---.u:1&:~------------- ~ ~ ~~ ~ ~ __ t_P_J_: ~_~_J_~M-~_0~· -~----- Zone ~ -}-'if Facilities Management Zone --'"""----- Legend [2] Item Complete D Item Incomplete -Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified Environmental Review Required: YES_N0/4 ___ _ DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval ________________________ _ ✓□ 0 Discretionary Action Required: YES _ NO ~E ___ _ APPROVAL/RESO. NO. __ _ DATE: _____ _ PROJECT NO. ___ _ OTHER RELATED CASES: _____________________ _ Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval ________________________ _ California Coastal Commission Permit Required: ~S _ N~ DATE OF APPROVAL: / San Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA. 92108-1725 (619) 521-8036 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval ________________________ _ ~~ Landscape Plan Required: YES _ NO / cr6 □ ~□□ See attached submittal requirements for landscape plans Site Plan: Zoning: 1. 2. 3. 4. 1. 2. 3. 4. 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. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway. Provide legal description of property. Provide assessor's parcel number. Setbacks: Front: Required Jo' Shown~ Int. Side: Required 6 Shown 6 Street Side: Required ~ Shown ,0 Rear: Required ,2.' Shown l ,i..' Lot coverage: Required 40i Shown a;ofr; Height: Required 3 II 0 Shown 6 1t'' Parking: Spaces Required t."-Shown c,.Jt. , Guest Spaces Required Shown 0 0 0 Additional Comments ________________________ _ OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTE~µ DATE PLNCK.FRM