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HomeMy WebLinkAbout1365 CYNTHIA LN; ; CB911101; Permit11/27/91 14 56 ~ BUILDING PERMIT Page i of 1 Job Address 1365 CYNTHIA LN Str Permit Type RESIDENTAL ADD/ALT (OVER $lOKl Parcel No Valuation 46,248 Construction Type- VN Occupancy Group' R3 Class Code Description 636 IS ADDITION Permit No CB911301 Project No A91U1370 Development. No Fl ste- 5445 11/27/91 0001 01 02 C-PRMT 452-00 Appl/Ownr . WICKHAM, CLYDE 1365 CYNTHIA LANE CARLSBAD, CA 92008 ^** Fees Required *** Status- ISSUED Applied 07/31/SI Apr/Issue 11/27/91 Validated Bv DC 619 729-2728 Fees Collected & Credits * * Fee '5 Adjustments • Total Fees 7 0 9 . 0 0 . 00 709 no Total Credit- s. Total Payments; Balance Due : 00 257 00 4 c, 200Fee d«crlption U^s" F«>U»it Ex? 'lee Data Building Permit. Plan Check Strong Motion Fee A BUILDING TOTAL Enter "Y" for Plumbing Issue Fee > Each Plumbing Fixture'or Trap > Each Building Sewer > * PLUMBING TOTAL Enter "Y1 for Electric Issue Fee > Additional AMP breakdown.. > * ELECTRICAL TOTAL ($10 Minimum) Enter 'Y' for Mechanical Issue Fee> Each Install/Reloc Appliance Vent *> * MECHANICAL TOTAL 2,50 6 .. 50 4 50 257 5 . 657. 7, 7 . 00 00 00 00 50 50 2 2 0 0 5 00 Y Y 10 00 15 00 Y 4 50 20 00 CLEARANCE CITY OF CARLSBAD 2075 Las Palmas Dr , Carlsbad, CA 92009 (619) 438-1161 PERMIT APPLICATION City of Carlsbad Building Department 2075 Las PaI mas Dr., Carlsbad, CA 92009 (619) 438-1161 1 PERMIT TYPE A - U Commercial U New Building U Tenant Improvement B-Dlndustnal DNew Building DTenant Improvement C - D Residential D Apartment D Condo D Single Family Dwelling D Addition/Alteration D Duplex D Demolition D Relocation D Mobile Home D Electrical D Plumbing D Mechanical CD Pool D Spa D Retaining Wall D Solar D Other 2 PROJECT INTORMATION PLAN CHECK NO.qHI°l EST VAL PLAN CK DEPOSIT VALID BY DATE 3 oooi QJ- C-PRMT 257.00 CK. FOR OFFICE USE ONLY Address building or suite No LEGAL DESCR1PTION Subdivision Name/Number Phase No CHECK BELOW Ir SUBM111EL) D 2 Energy Calcs D 2 Structural Calcs D 2 Soils Report D 1 Addressed Envelope ASSESSOR'S PARCEL EXISTING USE PROPOSED USE # OF STORIES UUN1AL.I FhJiMJlM (\l dillerenl irom applicant,) NAME ADDRESS CITY STATE ZIP CODE DAY TELEPHONE 4 APPLICANT NAME CITY U CONTOACI OR UACibNI FOR CONTRACTOR ADDRESS STATE ZIP CODE U OWNER UACihNI KJR OWNhR DAY TELEPHONE 5 PKUPEKTY OWNERNAME ADDRESS "» ZIP CODE °ITJDO8> DAY TELEPHONE - \\ h | 6 CONTKACTOR NAME CITY STATE ADDRESS ZIP CODE DAY TELEPHONE STATE LIC #LICENSE CLASS CITY BUSINESS LIC # UbMCJNEK NAME AUUKESb CITY 7 WOUKKm." COMPliNSA'HON STATE ZIP CODE DAY TELEPHONE STATE LIC # Workers' Compensation Declaration I nereby atlirm that I have a certilicate otconsent to self-insure issued by me Director ot Industrial Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab C) INSURANCE COMPANY POLICY NO EXPIRATION DATE Certilicate ot Exemption 1 certily that in me performance ol the work lor which this permit is issued, T shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California SIGNATURE DATE 8 OWNER-BUILDER DEQARATION Owner-Builder Declaration I hereby affirm that I am exempt trom the Contractor's License Law lor the iollowing 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) D 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 Ijccnse 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 COMPUTE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act7 D YES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? D YES D NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? D YES D NO IF ANY OF 'HIE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOF BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING TlIE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT 9"UJNbTKUCIION LENDING AGENCY I hereby atlirm that there is a construction lending agency lor the pertormance ot the work lor which this permit is issued (Sec 3097(i) Civil Code) LENDER'S NAME LENDER'S ADDRESS 10 APPLICANT ChRITFICAnON 1 certily that 1 nave read the application and state that the above mlormation is correct I agree to comply with all City ordinances and Stale 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 1IARMIESS THE OTY OF CARLSBAD AGAINST ALL LIABII JTIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSIIA An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stones 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 nerrnjt-iSTiispendjpd or abandoned at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code) iE^n DATE "1 ~-V~- WHITE File YELLOW Applicant PINK: Finance DATg INSPECTOR PERMIT I JOB ADDRESS PIANCK * TIMS AWIIVE:TIME LfiAVI: CO LVL OESCRIPTIOM ACT COMMENTS S t «/13/tf CORRECTION NOTICE ADDRESS: D APPROVED PLANS SHALL BE ON JOB SITE BUILDING u D FOUNDATION D REINFORCING STEEL D MASONRY D GROUT-GUNITE D FLOOR AND CEILING FRAME D SHEATHING D FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL PLUMBING D UNDERGROUND PLUMBING D UNDERGROUND WATER n ROUGH PLUMBING D TOP OUT PLUMBING D SEWER AND PL/CO D TUB OR SHOWER PAN D GAS TEST n WATER HEATER ELECTRICAL D TEMPORARY SERVICE D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D UFER GROUND a GFI D SMOKE DETECTOR MISCELLANEOUS D PLENUM AND DUCTS D COMBUSTION AIR D CONDITIONED AIR SYSTEMS D SOLAR D GRADING D POOL D PATIO D SIGN D OTHER INSPECTOR CITY OF CARLSBAD BUILDING INSPECTION DEPARTMENT PHONE 438-3550 Note Final Inspection Required CORRECTION NOTICE ADDRESS: /36T' C. c, i D APPROVED PLANS SHALL' BE ON JOB SITE BUILDING D FOUNDATION D REINFORCING STEEL D MASONRY D GROUT-GUNITE D FLOOR AND CEILING FRAME D SHEATHING D FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL PLUMBING D UNDERGROUND PLUMBING D UNDERGROUND WATER D ROUGH PLUMBING D TOP OUT PLUMBING D SEWER AND PL/CO D TUB OR SHOWER PAN D GAS TEST D WATER HEATER ELECTRICAL D TEMPORARY SERVICE H ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D UFER GROUND n GFI D SMOKE DETECTOR MISCELLANEOUS G PLENUM AND DUCTS D COMBUSTION AIR D CONDITIONED AIR SYSTEMS D SOLAR D GRADING D POOL n PATIO D SIGN D OTHER \-\. !A<J $ INSPECTOR CITY OF CARLSBAD BUILDING INSPECTION DEPARTMENT PHONE 438-3550 Note Final Inspection Required CORRECTION NOTICE ADDRESS: l^ o « APPROVED PLANS SHALL BE ON JOB SITE #0 APPBUILDING D FOUNDATION D REINFORCING STEEL D MASONRY D GROUT-GUNITE D FLOOR AND CEILING FRAME /\ X f £? D SHEATHING D FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL PLUMBING D UNDERGROUND PLUMBING D UNDERGROUND WATER D ROUGH PLUMBING D TOP OUT PLUMBING D SEWER AND PL/CO D TUB OR SHOWER PAN D GAS TEST [J WATER HEATER ELECTRICAL D TEMPORARY SERVICE D ELECTRIC UNDERGROUND n ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D UFER GROUND n GFI D SMOKE DETECTOR MISCELLANEOUS D PLENUM AND DUCTS D COMBUSTION AIR D CONDITIONED AIR SYSTEMS D SOLAR D GRADING D POOL D PATIO D SIGN D OTHER TIME . DATE INSPECTOR CITY OF CARLSBAD BUILDING INSPECTION DEPARTMENT PHONE 4383550 Note Final Inspection Required ESGIL CORPORATION 932O CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619) 56O-1468 JURISDICTIO CKECKER DATE: JURISDICTION: PLAN CHECK NO: PROJECT ADDRESS: PROJECT NAME: COPY QUPS F DESIGNER ^( a-cx D D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. V The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified )Q£\AK^ 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: Esgil staff did not advise the applicant contact person that plan check has been completed. jI Esgil staff did advise applicant that the plan check — been completed. Person contacted: Date contacted: Telephone ft „/~~s "/ DTTMRDlfC . r^3<SV . /*.. ^~ I I II ' /\ 4. "^x Ayf ^- uKtlrlAKixts . T\vr\i c_Av^V» 1 j K>A\/_ H\<^ ' AfcXX^^ )\>->i <. o r\ )f\ A. \~> ^ X ESGIL CORPORATION q i. DGA DAA DRN QDM ESGIL CORPORATION 9320 CHESAPEAKE DR. SUITE 208 I SAN DIEGO. CA 92123 l (619)560-14^8 i DATE: JURISDICTION: CARLSBAD PLAN CHECK NO:- \\O\SET: PROJECT ADDRESS:r\.- PROJECT NAME; <^~ CTTECKER jFILE COPY QUPS P. DESIGNER 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 ard checked oy building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and snould be corrected and resubmitted for a complete recneck. 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 cneck list has been sent to: s^ ; h ft- Ic' ~> -W u a i '• ~ _ -"/ . -^ & 5 L "3 "-'^', n ., '.. '^ o 'J n' § Esgil staff did not advise the applicant contact person that plan check has been completed. II Esgil staff did advise applicant that the plan check has been comoleted. Person contacted: Date contacted:_ REMARKS: Telephone #_ By: ESG2C7CORPORATION DGA DAA DKN QDM Enclosures: PLAN CHECK HP;I - I I O I cm OF CARLSBAD TO:44t ENCLOSURES: PROJECT ADDRESS; »"?. fefi FLOOR AREA: STORIES: HEIGHT: REMARKS: PLAN SINGLE FAMTT.T Aim nuFTjnr Date plans received by jurisdiction: Date plans received by Esgil Corporation: _^ ^_ Date initial plan check completed: Bv; Applicant contact person: _ _ Telephone : Plan check is limited to technical requirements contained in the Uniform Bu: Iding Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, Present California law mandates that residential construction comply with Titlej24 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 construction, regardless adopted by ordinance. apply to residential of! the code editions the circled items listed modification or change. A satisfied before the plans wi with the cited codes and regulations. Per Sec. 303(c), 1988 Uniform Building ilode, the approval of the plans does not permit state, county or city law. need clarification, 1 items have to be 1 be in conformance the violation of any .To speed UD the recheck nrocesi for where eadi coi addressed i.e.. plan sheet, stu icification. etc. Be sure to enclose the marked UD the revised plans. . note on this list' •ection item has been 1st, when vou submit' NOTE: PAGE ROHBERS ARE NOT IN SEQUENCE AS PAGES HAVING NO ITEMS NEEDING CORRECTIONS WERE List No. 12, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1988 UBC) 1- 0 PLANS Please ciake all corrections on the original tracings and submit tvo 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 oust 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 vood 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 duelling, garage, carport, patio, deck and balcony. Section 302(d). Provide a statement on the Title Sheet of the plans that this project shall comply vith Title 24 and 1988 UBC, UMC and UPC and 1990 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 vith minimum slopes. Section 302(d). Indicate distance from property proposed building. Section 302(d). lines to Show on the title sheet walls, etc. included un Any portion of the \ proj tct plan that is not includ permit application fil identified as "not inclu Clearly show if the'lowe or a story, based on Sections 403 and 420. (as defined) on the el the distance to the determination. 11 structures, pools, er this application, shown on the site d with the building d should be clearly ed." level is a basement the definitions in 'lot the finish grade vations and dimension loor above, for story On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below or sticky back. REQUIRED SPECIAL I» SECTIONS In addition to the regti folloving checked items Special Inspection in of the Uniform Building ITEM REQ. CHECK SOILS COMPLIANCE [F ED REMARKS ar inspections, the will also require with Sec. 306accordance Code. 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 FTRJEJ23S1Q39S thaiExterior walls closer lines shall be one-hour ra have no openings. Table 5 3 feet to property ted construction and •A. 7/9/91 1,. 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. t eaves, may not extend into the 3 foot setback Section 1710. Eaves over required windows shall be not less than 30 Infta** from the side and rear property lines. Section 504. Plastic skylights shall not be installed within that pdrtion of a roof located within a distance to property line where openings in exterior vails are prohibited or required to be protected. Section 5207 (a) 7. Projections, including eaves, shall be one- hour fire-resistive construction, heavy timber or of noncombustible material if they project into the 3' setback area from the property line. Section 1710. Show location of permanently wired smoke detector: a/ Centrally located in corridor or area '- 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. 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. mm*™™™ 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). / '22.) Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Appears to be deficient inSection 1205 (a). Openable window area in habitable room* oust be 1/20 of the f loqir area and a minima of 5 square feet. In bathrooms, laundry rooms and similar rooms 1/iO 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 frosi an adjacent room. Section 1205 (a). Required windows shall not open into a roofed porch unless the ceiling height is a* Least 7 feet, the longer tide is at least »5* 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 compartSiftts, laundry rooms and similar rooms if required openable windows are not provided. Section 1205 (c). Show discharge point for exhaust ait 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). ceiling height for habitable rooms a minimum of 7T6". Section 1207 (a). c r Show that is «oLJ 1 4 e> n Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minima of 7*0". Section 1207 (a). Dimension on the plans the 30" clear width for water closet compartments and. 2V 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 gluing 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 Slewing rooms shall have a/windowxor exterior door for emergency exit. Sill height (HUH notexceed 44" above the floor. The Window oust 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. BCCtS. SIAIRHAYS. j 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). 36" high protective railing for porches, balconies, and open sides of stair landings. Openings between railings shall be lets 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. c-* J••o I Provide stairway and landing details. Section 3306 (b), (c) and (p). Maximum rise; is 7" and minimum run is 11". when the stairs serves less than 10 occupants, pr serves an unoccupied roof, rise may be 8" maximum and run 9" minimum. Minimum Jheadroom is 6 '-8". Minimum widtfh is 36". All handrails p|er Section 3306 (j), shall satisfy the following: Provide handrail for stairways with 4 ormore risersj Handrail shall be 34" to 38" above the nosing of treads. The handgrip portion of handrail shall be not less than 1 1/2", nor more than 2" in cross-sectional dimension. Every stairway measured in the < equal to the need not exceed J 3304 (j). landing shall have * dimension, irection of travel, at Jeast sUirway width; Such; dimension 3,6 inches. Section 3306 (g), An interior door may open inward at the top step of a stairtay provided the top step is not more than 7 1/2" lower than the floorlevel. Section 3304 (i). Provide details iof winding stairway complying with Section 3306, (d): Minimum triad is 6 inches at any point and minimum 9 inches at 4 point 12 inchesfrom where the tread* are narrowest./the .Maximum rise; is 8 inches. Minimum widtih is 36 inches. ... - <^\-^i.'=. 5/10790 Provide spiral stairway details, per Section 3306 (f): / / Minimum run is 7 1/2 inches measured at a point 12 inches from where the treads are the narrowest. Maximum rise is 9 1/2 inches. Maximum clear opening between risers is 6 inches. Minimum headroom is 6 feet 8 inches 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). Ihe 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 width of 36 inches. corridors have a Section 3305 (b). 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. Provide skylight with Sections I.C.B.O. approval numl detail Is 3401 | and to show compliance 5207 or provide r63j 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 ivents or cornice vents. Show required area and area provided. Section 3205 (c). «. F MASCTfRY Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Chapter 37. /66. Show anchored veneet support and connections attached to wood in Seismic Zones 3 and 4, comply with Section 3p06 (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" i air space and flashing between planter and building walls. Section 2516 (c) 7. GARAGE AH CARPORIS/ / / / 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 f loo*. Joists, must have one-hour f ire-risistive protection on the garage side. Section 503 (b) Show 1 3/8" solid fore 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. r~ S\ 1t ', ! Of «•€, Uf 1 4 (T u n cf & d n* ba-Ue-.r- f •- J±- ^<•? rvi i *-> . >X3~^ *•<. r- \ n u rv <z, rvt , £ -, !4- 12/18/90 An occupancy separation is not required between carport and residence, provided the carport is open on two or more sides and has no enclosed uses above. Section 503 (a) Exception 3. Show garage framing sections, size of header over garage opening, lateral cross bracing at plate line, method bracing garage front and holddowns if required. Chapter 23. NOTE: Maximum shear panel height-to-width ratio is 3 1/2 to 1 for plywood. Table 25-1. Doors may open into the garage only if the floor or landing in the garage is not more than one inch lower than the door threshold. Section 3304 (i). Provide an 18" raised platform for any FAU, water heater, or other device in the garage which may generate a flame or spark. UHC Section 508, UPC Section 1310 (a). n I 78.) 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). 79. 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 comp 1 iance : _____^_^^__________ 80. Provide notes on the foundation plan listing the soils report recommendation for foundations, slab and building pad preparation. 81. 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 recommendation* in the soils report,-are properly incorporated into the construction documents (when required by the soil report). 82. The soils engineer recommended that he/she review the foundation excavations. Note on the foundation pi Ian that "Prior to the contractor requesting a Building Departmentfoundation 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". 83. Show height of all foundation walls. Chapter 23. 84. Show height of retained earth on all foundation walls. Chapter 23. 85. If cut or fill slopes exist, show distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29. Note on plans that wood shall be 6" minimum above finish grade. Section 2907 (a). f87.) 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 Footing Supported* Stemwall yidth Deethfalhickness 1 2 3 6" 8" 10" 12" 15" 18" 12" 18" 24" 6" 7" 8" ^Foundations may support a roof in addit|.0||.to the floors. Where only a roof is supported, use foundation for one. floor. 8/. cr* Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. Show foundation bolt site 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, embedment and location of hold down anchors on foundation plan. Section 302 (d). If hold downs are required, note on plan that hold down anchors oust be tied in place prior to foundation inspection. Section 305 (e) 1. Show adequate footings under all bearing walls and shear vails. 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 undisturbed soil. Table 29-A. Show minimum underfloor access Section 2516 (c). and depth into of 18" 100. / 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. FEAMTMG Show v<all bracing. Every exterior wood stud wall and main cross-stud partition shall be braced at each end at least every 25 feet of length v>ith 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. 2. Note cross bridging or blocking. Floor joists and rafter*, 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. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 5. Show double top platle with miniaum 48" lap splice. Section 2517 (g) 2. 100. Show7 «•«• T nailing will be ih compliance with Table Show or note fire stops at the following locations per Section 2516 (f): In concealed spacjes of stud walls and partitions, including furred spaces, at the ceiling and j floor levelt-and at 10 foot intervals along the length of the vail; At all interconnections between concealed vertical and horizontal spaces. such as occur at soffits, drop ceilings and cove ceilings; In concealed stringers at the run and between with the run of the stairs are unfnished spaces between stair and bottom of the studs along *nd inline if the walls under and top stairs- In openings around vents, pipes, duets, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and {floor levels, with noncombustible materials. A In duplexes, draft steps floor-ceiling assemblies with walls separating units from cocoon areas shall be provided in and attic* in line units and separating Show stud size and spacing. -MxiM)* allowable stud heights: Bearing! wall: 2 x4 and/t X 6 max. 10'; Non-bearing: 2 x 4 max. 14', 2x6 max. 20'. Table 25-R-3L 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 fee given to the building inspector prior to installation. Section 2505. 7/6/91 i- 4- i-i- I 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 site and spacing for all shear vails, floor and roof diaphragms. Indicate required blocking. Maintain iMxItmim diaphragm dimension ratios. [Tables 25 I, J, K and Section 4714 (d)]. Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading v»ill 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. Section302 (b). In Seismic Zones 3 and 4, the allowable shear wall value* for drywall in Table 47-1 must be reduced 50 percent when considering earthquake loafls. This does not apply to wind loads. Footnote 1. Show on the plans all structural requirementsdeveloped in the structural calculations. Section 302 (d). (See comments below or at end.) )¥•>.locaterColumns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or ip 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,1 decay or treated wood is used. Section 2516 (i) 4. I*27)127 J Individual concrete or; masonry piers shallv—•/ project at least 8 inches above exposed ground unless the columns or pdsts 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 size 22" x 30". Section 3205. with minimal Show draft separation if or attic .areas between units in a duplex. Seejtion 2516 (f). Specify plywood arid/or particle board thickness, grade and panel identification index. Table 25-S. ii When roof pitch is Jess than 3tl2, 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 J Section 2517 (g) 4. Cripple vail studs exceeding 4 feet in height shall be 3 inch by f inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. Show plywood sheath other weather expoexterior glue." wall covering shal Section 2516 (i), 25 over exposed eaves, or areas, i* "bonded with lywood used Cor exteriorbe the exterior, type. 6(g)3. Detail truss layout for 30" x 30" attic access, if required If or equipment In the attic and detail 30" x 30" clearance through truss webs. Ridges, hips, and; valleys shall be at least one size larger' than supported rafters. Section 2517 (h) 3. In open beam construction, provide strap ties across the beans at the ridge support. Section 2501 (b). ; "> \ V O -- 7/5/91 138.JNote on the plans that "all weather-exposedsurfaces shall have a weather-resistive barrierto protect the interior wall covering and that exterior openings shall be flashed in such amanner as to make them weatherproof". Section 1707. f UNIFORM MECHANICAL CODE) All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. yo. uA 14B». Show the site, 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. Showbasis 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 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 source of combustion Chapter 6, UMC. air to furnace, per t i- f 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. Note that passageway to the attic furnace shallbe unobstructed and have continuous solid flooring not less than 24 inches wide, not more than 20 fe*t in length through the attic. Section 701 UMC. Show permanent electrical outlet and lighting fixture controlled by a switch for furnacelocated ift attic or underfloor space. Section708 4 709 UMC. Show details to comply with Section 709 for furnace under the floor, or Section 710 forroof or outside furnace. Show I.C.B.O. approval fireplace. Show heightper I.C.B.O. approval or number for prefabof chimney above roof Table 37-B. Note on plan: Gas venjts and non-combustible piping, in walls, passiig through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC, Section 1706 (a) 6J Provide dryer vent to outside. UMC, Section 1903. i ELECTRICAL fHATTOMAL LEdRICAL QQDK) 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 awps, submit single line diagram, panel schedule and toad calculations. \ Note on the plans: "flectrical outlets shall be installed in accordance with NEC Article 210-52". ] Note on the plani: "Lighting outlets controlled by a wall {switch shall %e toevlded in accordance with NEC] Article 210-70". Note on the plans: "Ljight fixtures installed in clothes closets i till comply vith NEC Article 410-8". ' Note convenience outlets counter top(s) within sink, outdoors, and i (other than for laundjy shall be GFI protected Note electrical sys per NEC, Art. 250-80 Show water heater sizjft, type an4 plans. UPC, Section 130U in bathrooms, kitchenfact of the kitchen garages and bawent* and similar equipment) NBC, Art. 210-8. to be provided location on Show source for providing eoafrustion air tofuel burning water hiater* If wall openingsin an enclosure are tised, at least one-half of the required opening aiea shall extend into the upper twelve inches of th* enclosure and one-half within the lower twelve inches. UPC, Section 1307. j CO v '. yj Or c. i -^ • J n n J • ' *<r3<*"> ' T i * •v"; i. H 4 fo n J h K -\•— 7/9/91 lao lfi/4 i Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom UPC, Section 1309 Provide adequate barrier to protect water heater from vehicle damage An 18" platform for the water heater does not satisfy this requirement UPC, Section 1310. Show T and P valve on water heater and show route of discharge line to exterior UPC, Section 1007 (e). 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 vasher hook-up for each unit Title 24, Part 3 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 EHERGY OOWSERVAIIOW 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 space heating (or cooling) heat loss calculations if 45,000 BTU/Hr efficiency of the system and provide the output exceeds 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, 2-535Z(J) CARLSBAD S.F.D. & DUPLEX Energy conservation design should be for Zone 7 Floor drains policy). must have auto-prime (city For gas piping under 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 "two roof jacks must be installed" where the water neater 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 detail;., 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 7/10/91 10 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 area, then a soils report is not Esgil Corporation will advise the place their soils notice stamp on the ft in required City to plans 189 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) 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. Ihe spark arrester screen shall have heat and corrosion resistance equivalent to 12 gauge wire, 19 gauge galvanized wire or 2k 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 . 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 list9 Please check 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 to 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: Yes No 7/10/91 11 a ^y ^o itiSM ^1 f S3 BUILDING PLANCHECK ENGINEERING CHECKLIST* 1s T C H E K b> u} 2 N D C H E K i ! R D C H E K t \ a / / x JG 1""DATE: O//6/'/ PLANCHECK NO. 9/~ I/O 13^ Cy«T«,» ^ &3<oJ Awr,^ PROJECT ID- ttJiCi<H4, LEGAL REQUIREMENTS f Site Plan L / c „ y^WTKW ITEM COMPLETE ITEM INCOMPLETE NEEDS YOUR ACTION ITEM SELECTED Provide a fully dimensioned site plan drawn to scale. Show: north arrow, property lines, easements, existing and * rLo.pjJs.ed^structures , streets , existing street improvements, v'drLo.pjJs.ed^strucures , streets , exising sree ight-of-way wid'tfi^ and dimension setbacks. Finish floor elevations^ pad of finish grade adjacent to_ nnn 2 Show on site plan: elevations. elevations building. existing topographical lines, existing and proposed slopes, driveway with percent (%) grade and ^drainage patterns. ADb MOTE. "» PiMlS-t-i PLoOR. l?'^vAT\ofU W.UU Si 3. Provide legal description and Assessors Parcel Number t^fCAiNi,"1 Discretionary Approval Compliance av' ^J1 r k'C) I 4 No Discretionary approvals were required. 5. Project complies with all Engineering Conditions of Approval for Project No. D Project does not comply with the following Engineering Conditions of Approval for Project No . M S fe e? » ^ ' ~0 S" \\I'Z. o Conditions complied with by:. Field Review /VdGEfc- Date: \O nnn 7. 8. Field review completed. No issues raised. Field review completed. The following discrepancies with the site plan were found: issues or nn A. Site lacks adequate public improvements nnn B. nnn Existing drainage improvements not shown or in conflict with site plan. C. Site is served by overhead power lines. P \DOCS\MISFORHS\FRM0010 DH REV 02/27/91 '—' '—' '—' D. Grading is required to access site, | create p.. provide for ultimate street improvement. '—' '—' '—' E. Site access visibility problems exist. Provide onsitt turnaround or engineered solution to problem. nnn F. Other: Dedication Requirements I—I LSU I—i 9m No dedication required. nn 10. 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 dedication is as follows: Dedication completed, Date By:. Improvement Requirements ' — ' ' — ' ' — ' 11. No public improvements required. SPECIAL NOTE; Damaged or defective improvements found adnacent to building site must be repaired to the satisfaction of the City inspector prior . to occupancy . j I I 153 Mi — ii£SJi_sj12. 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: _ Vz. Lo Improvement plans signed, Date: _ by: P \DOCS\MISFORHS\FRM0010 DH ' REV 02/27/91 *•—' '—' '—' 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: DDE 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 DC 16. Right-of-Way Permit not required. DDE 17. Right-of-Way Permit required. A separate Right-of-Way Permit issued by the Engineering Department is required for the following: I 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. Industrial Waste Permit is not required., P \DOCS\MISFORMS\FRM0010 DH REV 02/27/91 L— ' ' — ' ' — ' 21. Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Building Permits. Permits must be issued prior to occupancy. i Industrial Waster Permit accepted - Date : _ By : _ Fees Required 27« Park-in-Lieu Fee Quadrant: _ Fee per Unit: _ Total Fees: _ 23. Traffic Impact Fee Fee Per Unit _ Total Fee: _ ! 24. Bridge and Thorough fare Fee Fee Per Unit: _ Total Fee: _ DAW| 25* Public Facilities Fee required. i 26. Facilities Management Fee Zone: _ _Fee. 27. Sewer Fees Permit No. _ EDU's Benefit Area: _ Fee: _ 28. Sewer Lateral Required: Fee. _ EJ 29. REMARKS; SITE. PL AM LOT ENGINEERING AUTHORIZATION TO ISSUE PERMIT BY: ss/7/j94 DATE: P \DOCS\HISFORMS\FRM0010 DH REV 02/27/91 nV*;I 00 Q O Q >. X >•J3 .0 J3 V V V555 I I I Q. Q. Q- E'DC Plan Check, No Planner /A/J L/*>(A. — (Name)APN PLANNING CHECKLIST Address Phone 438-1161 ext A S>0>Type of Project and Use Zone X--—/ Facilities Management Zone /i Legend D Item Complete I iI i Item Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified Environmental Review Required YES DATE OF COMPLETION NO xV TYPE Compliance with conditions of approval7 If not, state conditions which require action Conditions of Approval \ Discretionary Action Required YES NO X TYPE DATEAPPROVAL/RESO NO PROJECT NO OTHER RELATED CASES Compliance with conditions of approval7 If not, state conditions which require action Conditions of Approval D California Coastal Commission Permit Required YES NO XV DATE OF APPROVAL San Diego Coast District, 3111 Cammo Del Rio South, Suite 200, San Diego, CA 92108-1725 (619) 521-8036 Compliance with conditions of approval7 If not, state conditions which require action Conditions of Approval \ LJ Landscape Plan Required YES NO See attached submittal requirements for landscape plans Site Plan, -TLJ I &U D Zoning 1 Provide a fully dimensioned site plan drawn to scale Show \cr- arrow, property lines, easements, existing and proposed structures streets, existing street improvements, right or way 'Aidth a-- dimensioned setbacks 2 Show on Site Plan Finish floor elevations, elevations or 'Inisn race adjacent to building, existing topographical lines, existing ana procosec slopes and driveway 3 Provide legal descnption of property 4 Provide assessor's parcel number Setbacks E^jD cran t5Ka Front Int *Side Street Side Rear 2 Lot coverage 3 Height 4 Parking Additional Comments §>i,&ts.&' C^/Tc-6^ toJ/r*f F&>ecT~ ^flQ,s Required Required Required Required Required Required Spaces Required Guest Spaces Required $>lo(J>$8' € fTS" /^fcyJ-J & C £7~~ T3Ac£, fcs/*tiHlS'' }/ 1 / '2c2 Shown 2n>*£ j> ' Shown JT" ' ' &~ Shown -£U / 2^ ' Shown -+C2J ^ ^9^Shown C^^ 43 r Shown £"35 2— Shown 2— Shown //^»**-W to ^"V cJit/X / ^ / OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE PLNCK FRM PO Box 1301 CorisBod; CA 9200S 615-431-0685 JOB _ JOB NO SHEET NO CALCULATED BY DATE :OF Metegor Engineering JOB _ PO Box 1301 JOB NO <?<W. M6 CorisfcuC CA 92008 SHEET N0 619-431-0685 CALCULATED BY DATE TABLE OF CONTENTS BASIS OF DESIGN I MATERIALS "2- ABBREVIATIONS ^ LOADS q- IS Metegor Engineering JOB PO Bat 1301 JOB NO Carfsbad, CA 9200S SHEET N0 —*- 619-431-0685 CALCULATED BY DATE BASIS OF DESIGN CODE: SEISMIC ZONE: 4 WIND EXPOSURE: B NOTES: I,") QJC TO THC ^•l^LUJo' OtjPIH <^r '(|C 2,") TO ©) <w TH£: C i*> 1 2 p, Metegor Engineering PO Vox 1301 CoHs6o4; CA 92008 619-431-0685 JOB _^i JOB NO SHEET NO CALCULATED BY DATE r>F MATERIALS LUMBER FRAMING HARDWARE PLYWOOD CONCRETE BLOCK MASONRY CONCRETE REBAR STEEL SOIL UAC BOARDS DIMENSION 2x DIMENSION 4x AND LARGER TIMBERS GLULAM BEAMS DF2 DF2 DF1 DF1 DF24F SIMPSON STRONG TIE CD GRADE UNLESS OTHERWISE NOTED fm = 1500 psi GROUT fc = 2000 psi FOUNDATIONS fc = 2000 psi BEAMS, STRUCTURAL SLABS, COLUMNS GRADE 40 BOLTS PIPE COLUMNS STRUG TUBE COLUMNS ROLLED SHAPES, PLATE WELDS REBAR WELDS fc = 3000 psi A307 UNLESS OTHERWISE NOTED A53 GRADE B A500 GRADE B A36 E70XX USE LOW HYDROGEN ELECTRODES MAX C CONTENT =03% MAX Mn CONTENT =06% Metegor Engineering JOB PO Box 1301 JOB N0 CA 92008 SHEET N0 CALC DATE 615-431-0685 CALCULATED BY LIST OF ABBREVIATIONS (STRUCTURAL) DL DEAD LOAD LL LIVE LOAD ULT ULTIMATE LOAD AB ANCHOR BOLT SW SHEAR WALL L LENGTH L 0 S W LENGTH OF SHEAR WALL SP SOLE PLATE SPN SOLE PLATE NAILING t PLATE 0 T OVERTURNING OTM OVERTURNING MOMENT R M RESISTING MOMENT H D HOLDOWN BLKG BLOCKING B C T W BLOCKING CONNECTION TO WALL V TOTAL SHEAR FORCE (Ibs ) 'V UNIT SHEAR FORCE (Ibs per ft ) H HORIZONTAL LOAD DUE TO INDIVIDUAL SHEAR WALL Dw DEAD WEIGHT Hw HORIZONTAL LOAD DUE TO DEAD WEIGHT PSF POUNDS PER SQUARE FOOT P L F , #1 POUNDS PER LINEAL FOOT P S I POUDS PER SQUARE INCH BM BEAM JST JOIST COL COLUMN HDR HEADER Metegor Engineering PO Box 1301 Ccuisbad, CA 9200S JOB JOB NO SHEET NO 4- OF CALCULATED BY ROOF S-^BUILT UP D CEDAR SHAKE D CONCRETE TILE 0/ROOF JOISTS D ROOF TRUSSES 1/2" CDX PLYWOOD INSULATION 1/2" GYP BOARD DL LL FLOOR ffl^FLOOR FINISH D 1 1/2" LT WT CONC D FLOOR JOISTS D FLOOR TRUSSES 5/8" - 3/4" FLR PLYWOOD 1/2" - 5/8" GYP BOARD LOADS 55 PSF 45 PSF 95 PSF 30 PSF 25 PSF 20 PSF 05 PSF 25 PSF PSF ROOF SLOPE D o < s < 4 4 < S < 12 12 < S = 05 PSF = 125 PSF = 25 PSF 25 PSF 35 PSF OCCUPANCY H^RESIDENTIAL D OFFICE DL = ^° LL =40.0 PSF BALCONY D L SAME AS FLOOR DL = LL =60 PSF PSF J Metzgor Engineering PO Box 1301 Cor(s6a4 CA 9200S 615-431-0685 JOB _ JOB NO SHEET NO ^ CALCULATED BY DATE OF JK ^ y Metegor Engineering JOB _ PO Box 1301 J°B NO O£°l^b CA 92008 SHEET NO _£* OF 615-431-0685 CALCULATED BY DATE _ 2-xfc eooP/^aufo^ jpisrs g TASLE ' - |1- jj. Metegor Engineering PO Box 1301 Catisbad, CA 92008 615-431-0685 JOB JOB NO SHEET NO "7 DF CALCULATED BY - 19,5 ^ rr >.& >V 5' L Metegor Engineering PO Box 1301 Carfsbad, CA 9200S 613-431-0685 JOB . JOB NO SHEET NO g_ CALCULATED BY DATE C*~^\ V- i. Y J/ Hpi2: SHEET OF TYPES OF SHEATHING A i x DiAG SHEATHING @ 45° w/ (3) 8d NAILS ALONG STUDS (4) (8)d @ BOUNDARIES UBC SEC. 2514 b '2 1/2" DRYWALL WITH 5d COOLER NAILS @ 7" O.C. EDGES AND FIELD (TABLE 47-1 UBC) 100.1/1. 5/8" DRYWALL WITH 6d COOLER NAILS @ 7" o C EDGES AND FIELD (TABLE 47-1 UBC) 100. #/l. 1/2" DRYWALL WITH 5d COOLER NAILS @ 4" O.C EDGES AND FIELD (TABLE 47-1 UBC) 125.#/l. /j\ 5/8" DRYWALL WITH 6d COOLER NAILS @ 4" O.C EDGES AND FIELD (TABLE 47-1 UBC) 125.1/1. /6\ 1/2" BLOCKED DRYWALL WITH 5d COOLER NAILS @ 4" o.c. EDGES & FIELD (TABLE 47-1 UBC) 150. #/l. 5/8" BLOCKED DRYWALL WITH 6d COOLER NAILS g 4" o.c EDGES & FIELD (TABLE 47-1 UBC) 175. #/l. f /8\ 7/8" STUCCO OVER PAPER BACKED LATH W/16 GAUGE STAPLES AT 6" o c. AT TOP (. BOTTOM PLATES, EDGE OF SHEAR WALL AND ON FIELD (ICBO REPORT NO 1823, MAY 1972) OR (ICBO REPORT NO. 1318, FEBRUARY 1973) 180 #/l. /9\ 7/8" STUCCO OVER PAPER BACKED LATH W/16 GAUGE STAPLES AT 3" o c AT TOP & BOTTOM PLATES, EDGE OF SHEAR WALL AND 6" o.c. ON FIELD (ICBO REPORT NO. 1823, MAY 1972) OR (ICBO REPORT NO. 1318, FEBR. 1973)180.#/l. 3/8" STRUCTURAL I PLYWOOD WITH 8d NAILS AT 6" O.C. AT EDGES & 12" o.c FIELD (TABLE 25K UBC) 276.1/1. 3/8" STRUCTURAL I PLYWOOD WITH 8d NAILS AT 4" O.C. AT EDGES & 12" o.c. FIELD (TABLE 25K UBC) 432.#/l. 3/8" STRUCTURAL I PLYWOOD WITH 8d NAILS AT 3" O.C. AT EDGES & 12" o.c. FIELD (TABLE 25K UBC) 552. #/l. 3/8" STRUCTURAL I PLYWOOD WITH 8d NAILS AT 2" O.c. AT EDGES & 12" o.C FIELD (TABLE 25K UBC) 732.1/1. " STRUCTURAL PLYWOOD WITH d NAILS AT O.c. AT EDGES & 12" o.c. FIELD REQUIRES MIN. 3" NOMINAL FRAMING MEMBERS (TABLE 25K UBC) Metegor ETUjineerouj JOB _ PO Box 1301 JOB N0 CA 92008 SHEET NO _^_ OF 619-431-0685 CALCULATED BY DATE . KJ-'SSEISMIC ANALYSIS *e^ DIRECTION USING UBC. SECTION 2312 ( EARTHQUAKE REGULATIONS ) WT ROOF WT 1/2 EXT WALLS = WT 1/2 INT WALLS = «" - -^•7H2, # WT 57</. -"rut WT 1/2 EXT WALLS = I5?5F * 4IV2 = I44C? WT 1/2 INT WALLS = WT FLOOR = WT 1/2 EXT WALLS= WT 1/2 INT WALLS = V = ZIKCSW = 1 0 x 1 0 x 1 33 x 14W = 0 186W nx wx nx wx r 7 9> 7,3 F= Metajor Engineering PO Box 1301 CoHs6o4 CA 92008 619-431-0685 JOB JOB NO SHEET NO _!!___ OF CALCULATED BY DATE WIND FORCE ANALYSIS USING PROJECTED AREA METHOD (METHOD 2) U B C SECTION 2311 HEIGHT ZONE 0 < D < 20 20 < H"< 40 40 < D < 60 WIND PRESSURE = C, EXPOSURE B 07 1 0 WHERE EXPOSURE C 1 2 1 3 1 5 = O> ) 1 3 x 13 =PSF PROJECTED AREAS ROOF (EW) FLOOR (EW) ROOF (NS) FLOOR (NS) FR (EW) - I*S F2 (EW)= .5.5 FR (NS) = F2 (NS) = 4s Cq = 1 3 = 13 PSF PO Bo*1301CorkBoa; CA 9200S619-431-0685 JOBJOB NO - OFSHEET NO _CALCULATED BY _£DATE 7~*\ LJ LJ u. O LJ a ^ r- C£ < LJ X (/) O QD Q) 0 m QJ vF> Q. CO UJCO if} a a: uj^<ox^u a: co u. cc< OUJQ Z (N s S ^L 2§ - •5 0 ct: « .a * *: II II UJCO k Ij Q_ Ld (M 5 a: m \f\ OUJ _QZO 2 a PO Box 1301Ccuisbad, CA 92008619-431-0685 JUB !£JOB NO .SHEET NO £CALCULATED BYDATE "7~4 I Ld> Ld O I— Ld Q =*s o: Ld I CO O y- ° *-x< Ox u a: oo u_ a:< 00 rO s s o ^ \*S 1 ^ II II -J J Q Q 01Q UJ01 a a Zi Q_ Ld t a. r- cc m r-S o N m Metzgor JbTUjinemrujPO Bo* 1301CoHsBtuC CA 9200S619-431-0685 JOB .JOB NOSHEET NO 14CALCULATED BYDATE 7-4|v WVOF UJ UJ CJ UJcr <£>IN* II of UJ X CO m O m Q Q. CO UJCO COo oc ujo CO cc CO 82o^z tSi \r I 8 o: O O 00 0g UJCO t Q. UJ a. 13 tr m O OLU C ^r^" § r~ vo -i JL/IUJWPO Box 1301Ccuisbad, CA 92005613-431-0685 JOB NOSHEET NOCALCULATED BYDATE 7-11 OF LJ LJ OLJ 9= Q GR o: LJ XCO o m a: ui^<ox uj a:^•xoCO U. CO OUJQ Z i N Cr 1 0 tsis \r .B *XI iP * Q - id O Z) ct: > — r-vj a «^ cS o <9 UJCO LJ t_i Q. cr 0 LJ Q Z OTi s<I , Metegor Engineering JOB _ * PO Box 1301 JOB NO CA 92008 SHEET N0 615-431-0685 CALCULATED BY DATE Cf^\ FT, 24 u// WRITE IT—DON'T SAY IT INTER-DEPARTMENT MEMORANDUM TO flfiwuJ Md, BlJ, REPLY ON THIS SHEET CP r DATE 9>3/<19 J FROM A M P M WILMCR "SERVICE IJ,NE STANDARD INTER DEPT MEMO FORM 11— 24 — PD 156-23 1 Si § *§ i^1§i$s^§ N, CQ 1 ^ 1s ex & 1 £\16J ^ ^t ^ yglS*N«t t \ a>j^pl^x*,^^•O^'VJH ^ fa *& '^V Sfe fl*3 M •^ MAP4233-KNOWLES TERRACE SEC 6 -TI2S-R4W-PORNEQ OF NWO-- ROS 12769 //° ' CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Plan Check No DEVELOPMENT PROCESSING SERVICES DIVISION ' 2075 LAS PALMAS CARLSBAD, CA 92009 (619) 438-1161 This form shall be used to determine the amount of school fees for a project and to ver_: triat trie project applicant has complied with the school fee requirements \o Du-id-- perries :or ere prefects shall be issued until the certification is signed D. t-. appropriate scnoc_ cisrrict and returned to the Citv- of Carlsbad Suild^g Depar:~e~: SCHOOL DISTRICT Carlsbad Unified 801 Pine Avenue Carlsbad, CA 92009 ( 434-0610) Encinitas Lnion Elementary 189 Union Street Encinitas, CA 92024 (944-4306) Project Applicant Project Address - X" RESIDENTIAL SQ FT of living area SQ FT of covered area COMMERCIAL/ INDUSTRIAL SQ FT AREA Prepared By San Marco Unified 1290 West San Marcos Blvd San Marcos, CA 92024 (744-4776) San Dieguito Union High School 710 Encinitas Boulevard Encinitas, CA 92024 (753-6491) APN /56? ~ Number of dwelling units SQ FT of garage area Date FEE CERTIFICATION (To be completed by the School District) Applicant has complied with fee requirement under Government Code 53080 Project is subject to an existing fee agreement Project is exempt from Government Code 53080 Final Map approval and construction started before September 1, 1986 (other school fees paid) Other Residential Fee Levied $ Comm/ Indus t FeeLe-vied . %0 based on based on ? sq ft @ sq ft @ School District Official MTitle Date/ AB 2926 and SB 201 fees are capped at $1.58 per square foot for residential AB 2926 is capped at $ 26 per square foot for commercial/industrial. BUILDING PERMIT PCR No PCR92006 01/29/92 09 36 Project No A9101370 Page 1 of l Development No Job Address 1365 CYNTHIA LN Str Fl /%&&> Permit Type PLAN CHECK REVISION 01/..9/92 0001 01 02 Parcel No C-PKMT 55-00 Valuation 0 /p /o Construction. Type VN LX Occupancy Group Class Code 91-1101 Status ISSUED Description REMOVE HEADER/ADD TIES/RAFTER Applied 01/20/92 VALLEY SHOW STUDWALL AND OPEN CEILING Apr/Issue 01/29/92 Validated By DC Appl/Ownr WICKHAM, CLYDE 619 729-2728 1365 CYNTHIA LANE CARLSBAD, CA 92008 A** Fees Required *.*/• .. •'**•* Fees Connected & Credits *** Fees /55 00'-> •' ' "' _'-''••' •- . ,;'^ ''\ Adjustments / \\00 x' -":^; TP^1- .Cr.ed.i'ts. \ , 00 Total Fees / ET^.'p-O /' "/////.., T,o.;fcai Pa-ynfenVy \ 00 / / ... " ,/ "''" :"--i" Balance' Quo • \ 55 00 Fee description / .';''" '> I v\>-.-,... ^tr-rir'^^yttijts"'^ ''fefe^Uhiti Ext fee Datai i~ ._; ~^_^__^^_'_^-^^^-:^=^^^'_^'_ \ -i/1 _ _'. Plan Check Revision Fee j"] ! \ > A \ 55/00 ,'T/'i f'r1- i'l I 55 00' i . ^ -1>-->~/ /y /..-•>, \ \ \. / i !; ••• - - * - ; CITY OF CARLSBAD 2075 Las Palmas Dr , Carlsbad, CA 92009 (619) 438-1161 PERMIT APPLICATION City of Carlsbad Building Department 2075 Las PaImas Dr , Carlsbad. CA 92009 (619) 438-1161 1 PEHMJTTYPE ~~AD Commercial U New Building U Tenant Improvement B D Industnal D New Building D Tenant Improvement C D Residential D Apartment D Condo D Single Family Dwelling D Addition/Alteration D Duplex n Demolition D Relocation D Mobile Home Q Electncal D Plumbing D Mechanical DPool D Spa D Retaining Wall D Solar D Other 2. PROJECT INFORMATION —•SJEfi rNeai Building or Suite No PLAN CHECK NO '-noi. EST VAL PLAN CK DEPOSIT. VALID BY DATE FOR OFFICE USE ONLY Nearest Cross StreetIF.GAL DESCRIPTION Lot No Subdivision Name/Number Unit No Phase No . BELOW IF SUBMI11 hD D 2 Energy Calcs D 2 Structural Calcs D 2 Soils Report D 1 Addressed Envelope ASSESSOR'S PARCEL EXISTING USE PROPOSED USE DESCRIPTIONJDF WORK SQ </4 * & 6 7 'CITY c#*J-<,gAO APPLICANT U (JUN 1 KACTUK NAME CITY FKUI'KKTY UWNKRiswjpHE^-' *&T CUNTKACIUK NAME CITY STATE LIC UtblliNEK NAMt CITY WUHKIiKb' UJMPliNSATKJN STATE UACitNl STATE STATE STATE # STATE ZIP CODE h'OK (JUN 1 KACJ 1 UK ADDRESS ZIP CODE ADDRESS ZIP CODE ADDRESS ZIP CODE LICENSE CLASS AUUKtbb ZIP CODE DAY TELEPHONE ^?D '"//»' ^~*T-5*3.^ UUWNKH UAUt.NI 1-UH UWNKK DAY TELEPHONE DAY TELEPHONE DAY TELEPHONE CITY BUSINESS LIC # DAY TELEPHONE STATE LIC # Workers Compensation Declaration I hereby allirm that 1 nave a certilicate ot consent to sell insure issued by the Director ot Industrial Relations, or a certificate of Workers Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab C) INSURANCE COMPANY POLICY NO EXPIRATION DATE Certificate ot Exemption I certily that in the performance or tne work lor which this permit is issued, so as to become subject to the Workers Compensation Laws of California shall not employ any person in any manner SIGNATURE DATE 1} OWNER-BUnDER DECLARATION Owner Builder Declaration I hereby atfirm ihatTam exempt from the Contractor's License Law tor 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) D 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 Ijcense 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 THIS SECTION FOR NON RESIDENTIAL BUILDING PERMITS ONLY Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley Tanner Hazardous Substance Account Act? Q YES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? D YES D NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? D YES D NO IF ANY OF THF. 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 TIIE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT 9 J3UNi»tKUC-.'itON LENDING ACiliMCJY 1 hereby attirm that there is a construction lending agency tor tne perlormance ot the work lor which this permit is issued (Sec 3097(0 tJivil Code) LENDER S NAME LENDER S ADDRESS 10 APPLICANT ChRTTFICATION 1 certify that 1 have read tne application and state that the above information is correct I agree to comply witnall City ordinances and State laws relating to building construction I hereby authonze 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 TIIE CITY OF CARI.SBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES Wind I MAY IN ANY WAY ACCRUE AGAINST SATO CITY IN CONSEQUENCE OF TIIE GRANTING OF TIDS PERMIT OSHA An OSHA permit is req Expiration Every permit building or wor] such permit APP jr excavations over S'O" deep and demolition or construction of structures over 3 stones in height under the provisions of this Code shall expire by limitation and become null and void if the lenced within 365 days from the date of such permit or if the building or work authorized by 'ter the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code) DATE / WHITE File YELLOW Applicant PINK. Finance ESGIL CORPORATION 9320 CHESAPEAKE DR , SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE JURISDICTION PLAN CHECK NO PROJECT ADDRESS PROJECT NAME C e>>V ' U \\ rt I £--/ C SET nAPPLICANT- GPLAN CHECKER QFILE COPY DUPS fjDESIGNER n The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. =gj The plans transmitted herewith will substantially comply PS with the jurisdiction's building codes when minor deficien- cies identified V^s^V&u^) are resolved and D n checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and snould 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 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./j^lephone By:Enclosures: ESGIL CORPORATION DGA DCM , Datet Jurisdiction Prepared byi Bldg. Dept. VALUATION AND PLAN CHECK FEE PLAN CHECK BUILDING ADDRESS r CM *>" APPLICANT/CONTACT <2W <ie. BUILDING OCCUPANCY 'RS /H t PHONE NO. 43f - M 6» I DESIGNER PHONE TYPE OF CONSTRUCTION CONTRACTOR PHONE -— TSUTTrvTWP T3ADT>TnM3\j ILJJlnu rUKiiUn P^ , /Ik4*t^*U •;> Air Conditioninsr Commercial Residential Res. or Comm. Fire Snranklers Total Value '/t ^ V ft 7 !T & 1>T AMvAjjUn i lurt MULTIPLIER £7 /5/V. @ § @ U & T T1TTV HJbU t M ^ .1 r~ cis^VI. ^-(. Building Permit Fee $ Plan Check Tee $ COM HENTS SHEET OF 12/87