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Home My WebLink About2629 COLIBRI LN; ; CB940455; PermitING PERMIT07/08/94 13 57 BUILD Page 1 of i Job Address 2629 COLIBRI LN Permit Type RESIDENTAL ADD/ALT Parcel No 215-535-24-00 Valuation 163,185 Construction Type VN Occupancy Group R3 Reference* Description 1665 SF 2S ADDITION R6ference# Suite Permit No CB940455 Project No A9400630 Development No Lot# Appl/Ownr MCCANN, JAMES 2629 COLIBRI LANE CARLSBAD, CA 92009 7701 07/08/94 0001 01 02 C-WKT 1152.00 Status ISSUED Applied 04/20/94 Apr/Issue 07/08/94 Entered By DC 619 438-7506 *** Fees Required ******Fees Collected & Credits Fees Adjustments Total Fees Fee description *** .00 1,584 00 Building Permit Plan Check Strong Motion Fee ''•:;" * BUILDING TOTAL C/;.,-. Enter "Y" for Plumbi%:;j;ssue Fee > Each Plumbing Fixture br Trap > Each Building Sewer > * PLUMBING TOTAL££ :»y: £ si^sr — -« > * ELECTRICAL TOTAL - S^T^I f°r Mechanical Issue Fe:e>Each Install/Reloc Vent s * MECHANICAL TOTAL Credits:..... Total Payments ' Balance Dues Units Pee/Unit 00 432 00 1,152 00 Ext fee Data 9 1 7,00 15,00 4 50 864 562 16 1442 20 63 15 98 10 10 20 15 9 24 00 00 00 00 00 Y 00 00 00 00 Y 00 Y 00 00 Y 00 00 JINA)L APPROVAL !NSP. DATE CLEARANCE CITY OF CARLSBAD 2075 Las Palmas Dr , Carlsbad, CA 92009 (619) 438-1161 City of Carlsbad Building Department 2075 Las Pa IMS Dr., Carlsbad. CA 92009 (619) 438-1161 I PERMIT TYPE From List 1 (see back) give code of Permit Type For Residential Protects Only From List 2 (see back) give Code of Structure-Type Net Loss/Gam of Dwelling Units. 2. PROJECT INFORMATION PLAN CHECK NO. EST VAL PLAN CK DEPOSIT, VALID BY_ DATE FOR OFFICE USE ONLY LEGAL DESCRIPTION Lot No Subdivision Name/Number Unit No CHECK BELOW IF SUBMITTED D 2 Energy Calcs D 2 Structural Calcs D 2 Soils Report D1 Addressed Envelope ASSESSOR'S PARCEL EXISTING USE PROPOSED USE DESCRIPTION OF WORK SQFT \2J>0 O •• bVsTtJRIES # OF BEDROOMS # OF BATHROOMS 3 LJUJM l AUl JrfcnaUN (it uitlerent trom applicant) t name first) ADDRESS STATE ZIP CODE DAY TELEPHONE 4 APPLICANT D CONTRACTOR LTAUENT KJK CONTRACTOR^ DOWNER LJ AGENT FOR OWNER NAME (last name first) ADDRESS CITY STATE ZIP CODE DAY TELEPHONE 5 PROPERTY OWNER CI STATE ADDRESS ZIP CODE DAY TELEPHONE 6 CONTRACTOR NAME (last name first) CITY ADDRESS STATE STATE LIC # ZIP CODE LICENSE CLASS DAY TELEPHONE CITY BUSINESS LIC # DESIGNER NAME (last name first) CITY STATE ADDRESS ZIP CODE DAY TELEPHONE STATE LIC # WORKERS^ COMPENSATION Workers Compensation Declaration I hereby attirm that I have a certificate of 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 of Exemption I certify that in the performance of the work tor 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-BUlLUhK DECLARATION Owner-Builder Declaration 1 hereby attirm tnat 1 am exempt trom the Contractors License Law Tor the following reason O 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 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, pnor 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 ther applicant to acunlpena)ty of not more than five hundred dollars [$500]) SIGNATURE J^^^V^--^ DATE COMPLETE/TOIS SECTION fUR NON RESIDENTIAL BUILDING PERMITS ONLY Is the appfucapfor future building occupant required to submit a business plan, acutely hazardous matenals registration form or nsk management and prevention errogram under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? // 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 THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1,1989 UNLESS THE APPLICANT HASI METOH. B MEETING THE REQUIREMENTS OP THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT 9 CONSTKUCIION LENLUNCi AGENCY 1 hereby attirm that there is a construction lending agency tor the performance ot the work tor which this permit is issued (Sec 30970) Civil code) LENDER'S NAME LENDER'S ADDRESS UEJlllrll^AlUJIM 1 certify that 1 nave read tne application and state that the above information is correct I agree to comply with all City ordinances and State laws relating to building construction I hereby 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 THE OTY OF CARLSBAD AGAINST ALL UABQJTIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA. 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 wofkauthorized by such permit is not commenced within 365 days from the date of such permit or if the building or work authorized by such permKis suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 303 (d) Uniform Building Code) APPLIC/ANrsJiGNATUREX? /Z/JS Jl~^h* DATE YELLOW Applicant PINK. Finance CITY OF CARLSBAD INSPECTION REQUEST PERMIT* CB940455 FOR 12/19/94 DESCRIPTION: 1665 SF 2S ADDITION TYPE: RAD JOB ADDRESS: 2629 COLIBRI APPLICANT: MCCANN, JAMES CONTRACTOR: OWNER: REMARKS: RS/SCOTT/438-4242 SPECIAL INSTRUCT: LN PHONE: PHONE: PHONE: INSPECTOR AREA PY PLANCK* CB940455 OCC GRP R3 CONSTR. TYPE VN STE: LOT: 619 438-7506 INSPECTOR TOTAL TIME: CD LVL DESCRIPTION 19 29 39 49 ACT COMMENTS ST Final Structural PL Final Plumbing EL Final Electrical ME Final Mechanical INSPECTION HISTORY ***** DATE DESCRIPTION 121494 Final Combo 120794 Gas/Test/Repairs 120794 Shower Pan/Roman Tubs 120694 Gas/Test/Repairs 120694 Shower Pan/Roman Tubs 120294 Roof/Reroof 111494 Interior Lath/Drywall 110794 Fireplace/Chimney 102894 Insulation 102894 Exterior Lath/Drywall 102794 Rough Electric 102494 Rough Combo 102094 Frame/Steel/Bolting/Welding 101994 Final Combo 101894 Rough Combo 092394 Shear Panels/HD's 092394 Roof/Reroof 082694 Ftg/Foundation/Piers 081994 Ftg/Foundation/Piers 081794 Ftg/Foundation/Piers 081794 Underground/Under Floor ACT CO AP AP NR NR CO AP AP AP AP AP AP CO CA CO AP AP AP AP PA AP INSP PY PY PY PY PY PD PY PY PY PY PY PY PK PY PY PK PK TP PY PY PY COMMENTS 'INSP-^OOAM/NO ONE THERE EXTENSION SVC UPGRADE ADD SMOKE DETECTORS SEE LIST 10/20 SEE LIST 2 PIERS PIR FOOTINGS CORRECTION NOTICE ADDRESS: 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 4 PLUMBING D UNDERGROUND PLUMBING D UNDERGROUND WATER "" * ~Q 0 " T 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 D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D UFER GROUND D 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 OWCARLSBAD BUILDING INSPECTION DEPARTMENT PHONE 438-3550 Note Final Inspection Required CORRECTION NOTICE ADDRESS: 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 PUCO D TUB OR SHOWER PAN D GAS TEST D WATER HEATER >4//P> ELECTRICAL D TEMPORARY SERVICE D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D UFER GROUND D 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 CARU6BAD BUILDING INSPECTION DEPARTMENT PHONE 438-3550 Note Final Inspection Required. CORRECTION NOTICE ADDRESS: 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 D ELECTRIC UNDERGROUND D 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 JUL^ULI CITVOF CAWfSBAD BUILDING INSPECTION DEPARTMENT PHONE ^38-3550 Note Final Inspectmn Required ' ESGIL CORPORATION 9320 CHESAPEAKE DR , SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 D^Tp pUvf - ^1 - M nAPPLICANT • / •JURISDICTION JURISDICTION crc ,-,\ r^i^y^d UPLIA1 CHECKER / GFILS CO?Y PIAN CHECK NO: V^^u ^ ^^ SET 1L DU?S QDESICAER PROJECT ADDRESS ^ PROJECT NAME : "S P (L The plans transmitted r.erewitn nave been corrected woere necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with tne jurisdiction's building codes when minor deficien- cies identified are resolved and checked oy building department staff. D The plans transmitted herewitn have significant deficiencies identified on the enclosed check list and should oe corrected and resuomitted for a complete recheck. D The cneck list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for tne jurisdiction to return to the applicant contact person. f"| 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. j j Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: _ Telephone * * REMARKS: By; \. f->^o-<o Enclosures; ESGIL CORPORATION DGA DCH DPC ESGIL CORPORATION 9320 CHESAPEAKE DR . SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DVTE JURISDICTION'• ?L*N CHECK NO-^SET PROJECT ADDRESS. ^Ci>}i\s>i\ PROJECT N.-ME /2. (O. A A t Tne plars rrarspmred nerewitn have been corrected necessary and sussra-Tiially comply with r^e ^unsd DUilcing codes. ' s The plans rrans-nitrea nerewitn will subsranuially co-plv witn -ere jurisdic-io-i ' s building codes wnen -iror deficien- cies identified _ are resolved a^a checked oy ouilding depar«:nient staff Tne plars urarsnit-ced nerewitn have significant deficiercies identified on tne enclosed check list and snould oe corrected and resuo-ni^ued for a complete recheck. The cnec-c lisr uransiiitted herewith is for yojr inf orT.a~:.o-> . Tne plans are oeing reld ar Esgil Corp until corrected plans are subnitred for recheck The applicant's copy of me cneck list is enclosed for me jurisdiction to return to the applicant contact person. I Tne applicant's copy of the check list has been sen:: co • Esgil staff did not advise the applicant contact: person mat: plan crec-c nas ceen completed Ssgil staff did advise applicant that the plan cnec< nas oeen comoleted. Person contacted Date contacted: [~] REMARKS: Teleohone I Cj I. 5By: ESGIL CORPORATION DGA Dc'i QPC Enclosures "*>/•- Date: 6/3/1^' Jurisdiction Preparea oy Blag. Dept. VALUATION AND PLAN CHECK ?SE ?L*N O.ZC< NO. BUILDING BUILDING CQ\ .Hr, PhONE NO -^-S f — 1 DESICN'Z3 ~-CNE . - TYPE C? CCNSITjCTICN BJILDLNC PORTION L / v>-»\ J^oi-'& {-'. W* A-t-C BUILDING A^SA -L*3oT\uLf* ~\Zf>\/ ISO'J ^7-'L 1 ^ir Corditionina: Cosnercial Residential Res. or Co-.i. Fire Sori^'-'lers VALU-?ICN •'ULTT^LIZ' *i~ '-LJE J- , --£5-^ 3 , 1 5 s ^^ ' 5 ^ E.??^~ /5«-<L 1 7 L5^1 £ yj'J ~~~ 1 @ e e* it ^^ Total Val-e \U ^ J8S^ j 2 ?rn?-- ~ / J Suildng Perc.t Fee S_ Plan Check Fes S C 0 H HE N TS 22 SHEET 12/87 PLAN CHECK MO;^^fi JURISDICTION: TO; PROJECT APOR8SS;A»7. FLOOR AREA: / STORIES J. HEIGHT: REMARKS: PLAM CORRECTION SHEET SINQLE FAMILY AMD DUPLEX DWELLINGS Date plans received by jurisdiction Date plans received by Esgil Corporation Date initial plan chec< coiroleted 5v Applicant contact person. Telephone. FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code ana state la-*s regulating energy conservation, '•oise attenuation and access for tne ".a-.aicapped. -The plan check is cased on regulations enforced by the Building Inspection Department You may have other correcticrs cased on laws and ordinances cy tne Flaming Department, Z-gineeri*:g £apartme-t, Fire Department or ctrer departments Clearance from tress cecartTents may oe required prior to tr.e .ssuance of a building per-it Present California law Tiandatss tnat residential constructici corrply xith Title 24 a-'G t-e follc*irg model codes 1951 U3C (eff 8/14/52) 1551 UPC (eff 8/14/52) 1991 tVC (eff 8/14/92) 1550 NSC (eff 7/1/51) The aoove regulations apply to residential construction, regardless of the code editions adopted by ordinance The circled iterrs listed need clarification, modification or change" All items have to ce satisfied before the plans will ce in conformance with the cited codes and reculationst,. ?er Sec 303(c), 1991 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed UP the recnecV process, note., on thj.a 4ist (°- a ccov) where each correction item has been addressed i.e.. plan sheet, specification, e^c1. Bg sure to enclose the marked UP list when vou submit the revised olan.s. NOTEi PACK KDKBXRS AXS NOT IX SEQUENCE AS FACES HAVING MO ITEMS KZKDXtTO CORRECTIOKS WERE DELETED LIST NO. 1. GENERAL SINGLE FAMILY DWELLING AND DUPLEX WITJ-OUT SUPPLEMENTS (1S91 U3C) PLANS 1.^Please make all corrections on the <SClglnal tracings and submit two new sets of prints, to Ssgil Corporation, 9320 Chesapeake Briv*. Suite #208, San Diego. California 92123, (6191 560-1468 Please make all corrections on tne original tracings and Submit t*o new sets of prints, to The jurisdiction's building department. Indicate on the Title Sreet of the plans the name of tne legal owner and name of the person responsiole for the preparation of the plans Section 302(a)7. '. All sheets of plans must oe signed by the person responsible for their preparation. (California Business and Professions Code). specifications and calculations t«ied and sealed by the .censed sn*f faMcr nr" responsible for their tion/ for plans deviating from conventional wood frame construction Specify expiration date of license. (California Business and Professions Code). A* 6 • ^Specify on the Title Sheet of the plaits the gross floor area of each element of this project,Including dwelling, garage, carport, patio, deck and balcony. Section 302(d). 7.) Prc^aeastatement on the Title Sheet S of the plans that this project shall comply with Title 24 and the 1991 UBC, UMC and UPC and 1990 NEC Submit fully dimensioned plot plan, drawn to scale, showing location, size, and uses of all existing and proposed structures on the let Identify property lines and shew lot dimensions and all easements. Section 302(d) Indicate distance from property li-es to tr.e oroposed ouildi-.g. Section 302 (d) I On tr.e cover s'reet of the pl=-s, spec.fy any items requiring spec.al inspection, in a format similar co that: s-'Ofcn oelcw Section 302 r REQUIRED SPECIAL INS?£CTIQNS In addition to the regular inspections, t^e following crec<ed iter.5 will also require Special Inspection in acccrdarce witn Sec 306 of tne Uniform Suilding Code ITEM REQ IF CHECKED SOILS COMPLIANCE PRIOR TO FOUNDATION INS? STRUCTURAL CONCRETE OVER 2500 PSI PRSSTR2SSED STEEL FIELD WELDING HIGH STRENGTH BOLTS EXPANSION ANCHORS SPECIAL MASONRY SPRAYSD-ON FIRE PROOFING PILES/CAISSNS DESIGNER-SPECIFIED OTHER 11/18/93 Show on the title sneet all structures, pools, walls, etc included under this application Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included " Clearly show if the lc*er level is a basement or a story, cased on the definitions in Sections 403 and 420 Plot the finish grade (as cefired) on the elevations and d-itis-sion the distance to the floor aocve, for story determination. PIRE PROTECTION Exterior xalls closer tnan 3 feet to property lines shall ce one-hour rated construction ard r.ave no openings. Table 5-A 14. Exterior walls closer tnan 3 feet to f a property line shall rave 30 inch parapets when the floor area per floor exceeds 1,000 square feet See Section 1710 for possible exception Projections, including eaves, may not extend more than 12 ir.cnes into the 3 foot setback from the property line. Section 504(b) Eaves over required windows shall be not less than 30 inches from the side and rear property lines Section 504(a). Projections, including eaves, shall be one-hour fire-resistive construction, heavy timber or of noncoiribustible material if they project into the 3' setback area from the property line. Section 1711. 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 pronioited or reouired to be protected Section 5207 (a) 7 19.) Show locations of permanently wired sjnpke detectors with battery backup (A) Inside each bedroom Tjfc Centrally located in corridor or / area giving access to sleeping rooms. f. On each story a In the basement, if part of tre duelling unit if Khen sleeping rooms are upstairs, at the upper level IP close proximity to fie stair i. In rooms adjacent to r.allways serving bedrooms, *-.en sucn roo-s have a ceil-ng heigit 2-= irc~ss or more aoove t're ceiii-g reig.-r IP the hallway NOT3: Detectors snail sound an alar- audible in all sleeping areas of ere unit Section 1210 When the valuation of a rcc~ addit.on or repair exceeds $1,CGC, or fcnen sleeping rccrs are created, smoke detectors snail ce provides per item 19 above, except that src<e detectors added at existing construction need only be cattery powered Section 1210 2/. Habitaole rooms, otner tr.ar. kitchens, shall contain at least 7C square feet of floor area. At least one room shall have rot less tr.ar. 120 square feet of floor area Section 1207 (b) No haoitable room, other than a kitchen, shall be less than 7'0" ir. any dimension Section 1207 (c) 23 .^ Sleeping rooms shall have a windov. or exterior door for emergency exit. Sill height shall not exceed' 44" above the floor Tne window must have an openable area of at least 5.7 square feet with the minimu-1 openaole width 20" and the ooenaole heioht 24".Section 1204 . Basenents in dwelling comly with the above (even if ncz designated as sleepirg roorrs) Section 1204 11/16/93 Window area must be at least 1/10 of, ")$)*• floor area and a minimum of 16 Square feet per Section 1205 (b) Appears to be deficient in t)pen&ble window area in nabitable rooms must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laundry roctr.s and similar rooms, 1/20 of area is required and minimum is 1 5 sq ft Section 1205 (0. At least 1/2 of the cc-ru--cn *-all must be open and have an opening not less than" 25 sq ft., nor o^e tenth of the floor area of the irterier room, if light and ventilation is being supplied from an adjacent room Section 1205 (a). Required windows shall not open into a roofed porc,h unless tr.e 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). 29.1 Provide lechanical vent1lation 8 of providing five, air Chihges per hour in bathrooms, water closet compartments , laundry rooms and similar rooms if required openable windows are not provided Section 1205 (c). gieta- T 30.} Note that the discharge point for exhaust air will be at least 3 feet from any opening into the building Section 1205 (c) . Ductless fans cannot be used in bathrooms if a tub or shower is present. Section 1205 (c) . Show that ceiling neignt for habitable rooms is a minimum of 7'6". Section 1207 (a). Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7*0" Section 1207 (a). 1 Dimension on the plans 30" clear width for water closet compartments and 24" clearance in front of water closet. Section 511 (a) Show safety glazirg in the following locations, per Section 5406(d) ©Where the nearest edge of glazing is within a 24-inch Arc Q* eitner sidq of a door in a closed position (unless there is an intervening *all cetween tre coor and the glazing cr if the glazing is 5'-0" or nigner abcvs the ual<ing surface)©Glazing greater t'ran 5 square feet with the bottom edge less tnan 18" abcve the floor, a'nd the ten edge greater than 36" aoove the floor (unless ..the glazir.g is more than 36" horizontally away from walking surfaces cr if a coTplying protective car is ^^^ installed) fc) Glazing in srcwer ana tub ^"^ enclosures (including windows within 5 feet of tuo or snower floor) #(&> Walls and floors separating units in a duplex shall be of one-hour fire-, resistive construction Provide details of the assemblies 'Section 1202(0) 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, aoove and below, and must have the long side open to the room fc>low except for posts and protective walls or railings not exceeding 44" in height. Section 1717. The loft you show does not cc-qply as a mezzanine floor and is, by Uniform Building Code definition, a story Section 1717 Dwellings used for daycare fcr 7 to 12 cnildren shall comply wit- the special requirements in Chacter 12 of Title 24 11/16/93 (5*: MTS. AMP RAILINGS . 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 ce provided. Section 3303(a) . Required exit doorways shall oe not less than 36" in width and not less tnan 6'5* _n heignt 42 ] Provide 35" high protective railing \^S fcr psrches, balconies, and open sides* cf stair landings Openings jpetwegn railings shall be less than *fe''. 7r.e triangular openings formed by the riser, tread and bottom elements of a guardrail at a stair snail ce less than 6" Section 1712. Show hew guardrail connection details are adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B Provide stairway and landing details. Section 3306 (b), (c) and Maximum rise is 7" and minimum run is 11". When the stairs serves less than 10 occupants, or serves an unoccupied roof, jise nay be 8" maximum and run 9" Tb) Minimum headroom is 6' -8" :. Minimum width is 36* .handrails, per Section 3306 (i), shall satisfy the following A. Provide handrail for stairways '^ with 4 or more risers (o) Handrails and handrail extensions ^-^ shall oe 34" to 38" above the ^.^ nosing of treads. fcj The Handgrip portion of handrails ^^ snail ce not less than 1-1/2", nor Ticre than 2" in cross- sectional dimension. A. Sxcept for stairs serving only one tenant, handrails shall be extended 12" beyond the top and bottom of the stair Every stairway landing snail have a dimension, measured in che direction of travel, at least equal to the stairway width if a door occurs at the landing, sucn dimension need not exceed 35 inches Section 3306 (g) , 3304 (j) An irtenor ccor may open at a landing t--at is ret -lore than B" lower cra-> tne fleer level, provided t're deer does ~ct swirg over tne landing Section 3304 (i) . Provide details cf winding stairuay coirplying *itn Beetle-1 33C5 (d) a. vi-.i-_->. tread is 6 i-cres at any poirz a-a mi-'irurn 5 inches at a poirz 12 ircr.es frcti where the treass are narrowest b. Xaxi-T-Ti rise is 3 inches c Xini—'--i widtn is 35 incnes Provide spiral stairway details, per Section 3305 (f) a Mini-Kim run is 7-1/2 inches measured at a point 12 inches frca where tne treads "are the carrc*est b. Xaxi~uTi rise is 9-1/2 XaxiTuin clear opening risers is 6 inches. c. XiniTurn headroom is 6 inches d. The tread must provid^, a jelear walking area neasurit^ "at f.e#st 26 incnes from the outer ed&e'':of the supporting column to 'the inner edge of the handrail.. Spiral stairways may not be used for required exits wnen the area' served is creater than 400 so ft Section 3306 (f} . Provide I C 3 O Research Report and number fcr metal stairway, or submit plans and calculations and approved fabricator registered --with the buildirg departTent or nOt* that the stairway faoricacion plans shall be submitted to a-.d approved by tie building official prior to installation infches. between feet 8 11/15/53 Exterior stairways shall not project into the 3 foot setback from the property lines. Section 3306 (ra) The walls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as required for one- hour fire-resistive construction Section 3306 (1) Within units, show that corridors have a minimum width of 36 inches Section 3305 <b) ROOFING Specify roof slope Roof slcce is not adequate for roof tyoe scecified. Table 32-B, D and 3.* Specify roof material application. Chapter 32. and Specify I.C.3.0 or U.L approval number* for roof materials not covered in D.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. 61.1 Provide skylight details to show \ / compliance with Sections 3401 and 5207 or provide I.C.B.O. approval number. * ' yl. Pxasticslcylights must be separated froa each other by at least 4 feet, unless tney are over the same room and their combined area does not exceed 100 square feet (or 200 square feet if the plastic is a "CCI" material) Section 5207 (a) 6 63.) Show attic ventilation Minimum vent area is 1/150 of attic area (or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents). Show area required and area provided. Section 3205 (c). Note on the plans "Attic ventilation openings shall be covered with corrosion-resistant metal -nesh with mesh openings of 1/4-i^cn in dimension " Section 3205(c) CONCRETE AND MASONRY Frcvz.se fireplace construction details or note construction to be per a—ached fireplace sta-dard ara*_rg Chapter 37 6^. Sr.c* a-crored veneer support and ' cc".ec:: ions attacr.ed to wood in Ssisr._c Zones 3 and 4, comply with Sectic- 3006 (d)1 and Section 2515 (a) . Snow ties and #9 wire in fcrizcTtal joints, etc Sicv r.eigrt ara construction details of all nasonry walls Chapters 24 erf. Sr.cw flc / mascr.rv i 1- loor and roof connections to •.ry and concrete walls Connection shall resist 200 pounds per i^real foot or the actual design load, »nichever is greater. Cross grain tension or bending in wood ledcers is not permitted Section 2310. GARAGE AND CARPORTS Garage requires one-hour fire protection on the garage side of walls and ceiling common to the dweilir.g Table 5-3. Section 503 (d). All elements supporting floor above garage, including walls supporting floor ;joists, must have one-hour f ire-resistive protection on the garage side Section 503 (b) Snow a self-closing door, either 1- 3/S* solid core or a listed 20- mir.ute assemoly, for openings between garage and dwelling Secticr. 503 (d) fstrfTT ^Ttfj^A Garages are ^ot permitted to open ir.to a room used for sleeping p_rpcses Section 1104 ,- % 11/17/93 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, Snow garage framing sections, size of header over garage opening, lateral cross bracing at plate line, method bracing garage front and holddosns if required Chapter 23 NOTE: Maximum shear panel neicht-to- width ratio is 3-1/2 to 1 for plywood. Taole 25-1. Doors nay open into the garage only if the floor or landing in the garage is not more than one inch lo*er than the door tnreshold Section 3304 (i) Provide an 18* raised platform for any ?AO, water heater, or other device in the garage which may generate a flame or soar* UMC Section 508, DPC Section 1310 (a) FOOHDATIOM REQUIREMENTS 77.) Per soils report, .note on the plan the soils classification, whether or not tne 'soil .s 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 The soils engineer recommended that he/she review the foundation excavations Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that 1. The building pad was prepared in accordance with the soils report, 1 r 2. The utility trenches have been properly backfilled and compacted, and 3. The foundation excavations, the soils expansive characteristics and cearirg capacity conform to tne soils report " Provide a letter from the soils engineer confirming that the foundation plan, grading plan arc specifications have oeen revie^ea and tr.at it has ceen determined that the recommendations in tne soils report are properly incorporates irto tne construction documents (fc-.en required oy tne soil report) She*' .-.eight of all foundation »alls Cr.apter 23 Snc* neight of retained eartn en all fc_r.dation walls Chapter 23 If <r_t or fill slopes exist, she* distance from foundation to edge of cut or fill slopes and she* steeoness and heights of cuts and fills Chapter 29. Note on plans that wood shall be 6" miniram above finish grade Section 2907 (a) Note en plans that surface water will drain away from building and she* drainage pattern and key elevations Section 2905 (f) Dimension foundation per U.B C Taole 29A Floors Supported* Steovall, Width 6" 8" 10" 12" 12" 15" 18" 18" 24" 6" 7" 8" * Foundations may support a roof n addition to the floors Where only a roof is supported, use foundation for ore floor 87 Shew foundation sills to be pressure / treated, or eoual Section 2516 (c) ' 3 11/17/93 110. t "t b. At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; c. In concealed spaces between stair stringers at fe top and bottom of tre run ara between studs along and inline with the run of stairs if tre walls under fe stairs are unfinished; d. la openings arc^rd vents, pipes, ducts, cninsneys, fireplaces ara si-i-lar openings whicn afford a passage for fire at ceiling and flcor levels, with nonccni.-stiole materials e. At openings between attic spaces and cniTrey chases for factory-built cni~r.sys In dupl-exes, draft steps sr.all be provided in fIcor-ceiling assemblies and attics in line with walls separating units and seoarating units from ccsr-on areas Section 2516(f)4 Show stud size and spacing Maximum allowable stud heights Bearing wall: 2 x4 and 2x6 max. 10'; Non-bearing: 2x4 max 14', 2 x 6 max. 20'. Table 25-R-3. Studs supporting two floors, a roof and ceiling must be 3 x 4 or 2 x 6 at 16- o.c. Table 25-R-3 , Note on the plans that an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to tne building inspector prior to installation. Section 2505. Detail all post-to-oeam and post- to-footing connections and reference the detail to the plan Section 2516 (m). Detail shear transfer connections, including roof and floor diaphragrns, to snear walls Section 2513. Specify nail size and spacirg for all shear walls, floor ana roof diaphragms Indicate required blocking Yai-'tain ~aximum diaphragm diversion ratios [Tables 25 I, J, .< ard Sectic-i 4714 Provide truss details a-.a truss calculations for this project Specify truss ideitif ^cation numbers on the pla~s Shew cleararce eet*ee-. tcp plate cf inter.or partitions and rcttctr chord of trusses iTo e~s_re ron- beanng corditicn cet*eer supports as designea; Provide rocf frani-.g plan ars floor framing plan Section 302 ,3, Provide framing sect-ens tr.ro.-~h Section 302 (d) Specify openinos 2517 (g) all header sizes for over 4' *-ide Section Provide calculations for main vertical and horizontal frarrting members and footings. Section 302 (b). Provide calculations for lateral loads, shear panels, shear transfer and related Section 302 (c) In Seismic Zones 3 and 4, the allowable shear wall values for drywall in Table 47-1 ^jst be reduced 50 percent *.nen ccr.s leering earthquake loads This dees not apply to wind loads Foot net e l Show on tne plans all structural requirements developed in the structural calculations. Section 302 (d) (See co^rerts celc* cr at end.) 11/17/33 ^?ec,^ Vf/S, O't 1^6 12?. ill / Columns and posts located on concrete or masonry floors or decks' exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting 1" minimum aoove floors unless approved wood of natural resistance to decay or treated wood is used Section 2516 {c) 4 Individual concrete cr rasonry piers shall project at least 8 inches abcve exposed ground unless the coluar.s or pests *nich they support are of approved wood of natural resistance* to decay or treated wood is used Section 2516 (c) 4 Show location of attic access with a minimum size of 22"x30", unless the maximum vertical headroom height in the attic is less than 30*. Access must be provided to each separated attic area, shall be located in a hallway or other readily accessible location and 30" headroom clearance is required above the opening Section 3205 (a). Detail truss layout for 30" x 30" Attic access, if required for equipment, in the attic 'and detail 30* x 30* clearance through truss webs. Specify plywood and/or particle board thickness, grade and panel span rating. Table 25-S. When roof pitch is less than 3.12, design ridge as a beam Section 2517 (h) Ridges, hips, and valleys shall be at least one size larger than supocrted rafters. Section 2517 (hf 3 In open beam construction, provide strap ties across the oeams at the ridge support Section 2501 (b) ¥• i If foundation. cripple rfall studs are less tran 14" hign, framing shall be solid clocking, or sheetr.ed witn Dlv*ood Section 2517 (g) 4 Cripple rfall studs exceeding 4 feet in heigrt srall ce 3 i-ci by 4 .ncn or 2 inc'res cy € inches *nen sucocrting 2 szcries Section 2517~~ Note ci t~e cls~s fat "all weatr.er-expcsea s_rfaces snail -ave a •*eatner-resist_-'-5 carrier to protect tre _-ten;r *ail ccvenrg and tr.at exter.cr cpenings shall be flasr.ea in s_c- a -a-.r.er as to ~a'<e then *eatrerprccf" Section 1708 MECHANICAL (UNIFORM M3CHANICAL CODS) All heating, ve-tilati-g, and coding systems and applia-.ces s-all comply *ith the Unifor-i yVcbanical Coae Show tr.e size, location and type of all nesting ara cooling appliances or systems 3O7 7 Every dwelling unit shall be provided witn neating facilities capaoie of raint.aining a room temperature cf 70 degrees F st 3 feet above tne floor in all habitaole rears Show basis for compliance U3C, Sec 1212. Note on the plans that the FAU closet or alcove must be 12, inches wider than tne furnace or furnaces being installed. U^C Section 704 Show minimum 30" deep unobstructed worjcing space in front of furnace Section 505, uXC Furnace shall r.ot ce installed in any cedroorn, batnroom or 1-1 a closet or confined space with access only through ! such room unless specified as direct vent appliarce, erclcsea furnace or electric heatira accliance. Section 704, U^C Shew source cf cc~.custacn air to furnace, per Chapter 6, UXC . \ U & -< A ? «?' I.* 2,5 ^ g 3 I ^ T«/ « 11717/93 10 1/1. X«4 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 Sote mat 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 tnrough the attic. Section 708, UMC Shew permanent electrical cutlet and lagr.ting fixture controlled by a swi-cn for furnace located in attic cr underfloor soace Section 70S & 703, UMC. Show derails to comply with Section 709 fcr furnace under tne floor, or Section 710 for roof or outside furnace. Show I.C B.O approval number for prefab fireplace. Show height of chimney above roof per I.C.B.O. approval or Table 37-8 Mote en the plans that approved spark arresters shall be installed on all chimneys. Section 3703(h). Note on plan. Gas vents and non- combustible piping in walls, passing through three floors or less, shall be effectively draft stopoed at each floor or ceiling. OBC, Section 1706 (c) 148) Provide dryer vent to outside. The maximum length is 14 feet with two 90-degree elbows UMC, Section 1903. BLKCTRICAL (NATIONAL ELECTRICAL CODE) All wiring shall comply with the National Electrical Code 4, 14 9 i Show en the plan the amperage of V theelectrical 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 lead calculations* IOT. Note on the plans that receptacle outlet locations will comoly wit-i 1930 KSC Art 210-52 (a) 151. Show en the plans that countertop recec-acle outlets comply with 1990 NEC Art 210-52(c), whicn reads as folios In <icchens and oining areas of dwelling units a receptacle outlet shall ce installed at each counter space wider than 12 irches .Receptacles snail ce installed sc thar* r.o point along tne **all li~e is -ere than 24 incr.es measured hcnzc-tally fron a receptacle outlez in tnat space Island ard pe-i-s-lar countertcps 12 inches cr wider snail nave at least ore receptacle for eac.i four feet cf cour.csr top Cour.cer ccp spaces secsraced by range tops, refrigerators, or sinks snail ce cc-sidered as separate ccuriter top spaces Receptacles rendered inaccessible oy appliances fastened in place or appliances occupying dedicated space shall not ce considered as chese required outlets Dwelling Unit Receptacle Outlets Counter Tops 2lO-52(c) i 2 H r-2 -i-2 H 1-2H *I o • *?..;._iro~ i ratchet or Dining Am 192. Shew on the plan that, receptacle /' outlets in hallways <?otnt)ly witn 1990 NEC Art 210-52%h), whicn reads as follows For r.allv,ays of 10 feet or more in lengri at least one receptacle outlsu shall be reouired IS1 11/17/93 Show on the plan that ground-fault- cIrcuit-interrupterorotectioft complies with 1990 NEC Art. 210-8, which reads as follows All 125-volt, single-phase, 15- and 20- ampere receptacles installed in bathrooms, oaraoes. casements, itdoors and within 6 feet of a :itcnen sink PMHBIHG (UNIFORM PLUMBING CODS) 154) Show water heater size, type and location on plans UPC, Section 1301. Note on the plans tr.at "coTCuStion air for fuel burning -*ater neaters will ce provided in acccraance with the Uniform Plumbing Code" Fuel combustion water neater shall not be installed in clothes closets, in a bathroom or bedroom, or in a closet opening into bathroom or bedroom. "u?C, Section 1309. Provide adequate barrier to protect water heater from venxcle damage An 18" platform for the water heater does not satisfy this requirement. UPC, Section 1310 Show T ana'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. UPC, Section 1310 Show shower stall can accomnodate a 30" circle and has a minimum floor area of 1,024 sq. in UPC 909 (d) 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 A112 19 2, and urinals and associated flusnometer 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 A112192 H&S Code, Section 17921 3 (b) NOISE INSULATION (DUPLEXES) She** details of duplex ccranon (party) walls and floor/ceilirg assetrjolies to achieve a Soura Transmission Class (STC) rating ir walls of 50 decibels and an I-ipact Irsulation Class (IIC) rati-g c" f Icc-r/ceiling cf 50 dec.csls Title 24 Src** now penetrations cf as sere lies for piping, electrical devices, recessed cabinets, bstht-os, soffits, or heating ventilating, cr exraust ducts srall be sealea, li-.ed, or insulated to rr.air.rair. required sound transmission rating Title 24 16/ Prcvi / ceili Provide insulation in walls and ng to achieve STC of 50 garage and living area if garage use is not controlled by resident Title 24 ENERGY CONSERVATION NOTE. Plans submitted after January 1, 1993 must comply with the new energy standards 1/55. Provide plans, calculations and / worksheets to show compliance with current energy standards. 1/6 The regulations require a properly / completed and properly s,!$nfl&! >orm ' CF-1R to be either imprinted.on the plans, taped to the plans cr "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 infcrrration shown on the properly ccrrpleted Form CF-1R ,7"^a To "— 11/17/93 1JW. 17B. Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Measures Checklist." Show the make, model ard efficiency of tne space heating (or cooling) •system. For room additions, she* cc-s>liance with the energy standarcs See attached. Provide f luoresce"seaeral (40 luners per *att) in kitchen(s) and bathrocT.s. Provide a note on tne plar.s stating "All new glazing (fereszrations) will oe installed wit.i a certifying label attacned, she*ing the U- value." MISCBLIAMBQUS 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 r.as 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 tne plans not resulting from this correction list? Please indicate- The jurisdiction has contracted Esgil Corporation located at 9320 Chesapeake Drive, Suite 203, San Diego, California 92123, telephone ru-.cer of 619/560-1468, to perform tre pla- crec< for your project If yea have any questions regarding trese items, please contact ola- c-eck at Esgil Corporation Thank yo^ Yes " 13 Datei 6/3/14 Jurisdiction Prepared byi 51dg. Dept. PLAN CHECK KQ. VALUATION AND PLAN CHECK FEE CLL- BUILDING ADDRESS __ APPLICANT/CONTACT . BUILDING OCCUPANCY PHONE NO. DESIGNED PhONE - — TYPE 0? CONSTRUCTION 3HT -CONTRACTOR PhONE BUILDING PORTION L.%/ivt/n ^?iA,t & Tt^iJi Air Coaditionine Commercial Residential Res. or Comm. Fire S-orir.klers Total Value BUILDING AREA Ifro CPOO VALUATION MULTIPLIER «- 15" @ @ @ V^LUS 'o LP Soo^ '£ /y^^ " I ) Z I / ^0 Building Pernit Fee $. Plan Check Fee $ C 0 H HENTS- SHEET CD OF *Aj£^3»&. ii,:.^ ..,•.•_. ,. City of Carlsbad Engineering Department DATE BUILDING ADDRESS ,j // BUILDING PLANCHECK CHECKLIST 7 y°/tflr PLANCHECK NO £/,n/e'/77 i^r G ADDRES PROJECT DESCRIPTION ASSESSOR'S PARCEL NUMBER EST VALUE ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved The approval is based on plans, information and/or specifications provided in your submrttal, therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build DENIAL Please see the attached report of deficiencies marked with d Make necessary corrections to plans or specifications for compliance with applicable codes and standards Submit corrected plans and/or specifications to this office for review By.Date By.Date By.Date OFFICAL USE ONLY ATTACHMENTS D Dedication Application D Dedication Checklist D Improvement Application D Improvement Checklist D Future Improvement Agreement D Grading Permit Application D Right of Way Permit Application D Sewer Fee Information Sheet CONTACT PERSON NAME. ADDRESS. PHONE A-4 P \DOCS\CHKLST\BP0001 FRM REV 12/17/93 2O75 Las Palmas Dr • Carlsbad, CA 92009-1576 • (619) 438-1161 • FAX (619) 438-0894 BUILDING PLANCHECK CHECKLIST SITE PLAN 3rdV El D D 1 Provide a fully dimensioned site plan drawn to scale Show A North Arrow D Property Lines Easements B Existing & Proposed Structures E Easements C Existing Street Improvements F Right-of-Way Width & Adjacent Streets D 2 Show on site plan A Drainage Patterns C Existing Topography B Existing & Proposed Slopes D 3 Include note "Surface water to be directed away from the building foundation at a 2% gradient for no less than 5' or 2/3 the distance to the property line (whichever is less)" [Per1985UBC2907(d)5] On graded sites, the top of any exterior foundation shall extend above the elevation of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus two percent1 (per 1990 UBC 2907(d)5) D 4 Include on title sheet A Site address B Assessor's Parcel Number C Legal Description For commercial/industrial buildings and tenant improvement projects, include Total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc) previously approved EXISTING PERMIT NUMBER DESCRIPTION o/n P \DOCS\CHKLST\BP0001 FRM Page 1 Of 4 REV 12/17/93 BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE 2ndV 3rdN/ D D 5 Project does not comply with the following Engineering Conditions of approval for Project No Conditions were complied with by Date DEDICATION REQUIREMENTS D D 6 Dedication for all street Rights-of-Way adjacent to the building site and any storm dram or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ -pursuant to Code Section 1840030 Dedication required as follows Attached please find an application form and submittal checklist for the dedication process Provide the completed application form and the requirements on the checklist at the time of resubmittal Dedication completed by Date IMPROVEMENT REQUIREMENTS 7a All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ -pursuant to Code Section 18 40 040 Public improvements required as follows Please have a registered Civil Engineer prepare appropriate improvement plans and submit them together with the requirements on the attached checklist for a separate plancheck process through the Engineering Department Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit Attached please find an application form and submittal checklist for the public improvements requirements Provide the completed application form and the requirements on the checklist at the time of resubmittal Improvement Plans signed by Date P \DOCS\CHKLST\BP0001 FRM Page 2 Of 4 REV 12/17/93 BUILDING PLANCHECK CHECKLIST 1stv/ 2nd>/ 3rcV D G D 7b Construction of the public improvements may be deferred pursuant to code Section 1840 Please submit a recent property title report or current grant deed on the property and processing fee of $ so we may prepare the necessary Future Improvement Agreement This agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit Future public improvements required as follows Improvement Plans signed by Date D D D 7c Enclosed please find your Future Improvement Agreement Please return signed and notarized Agreement to the Engineering Department Future Improvement Agreement completed by Date D D 7d 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 GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11 06 030 of the Municipal Code D D D 8a Inadequate information available on Site Plan to make a determination on grading requirements Include accurate grading quantities (cut, fill import, export) D D D 8b Grading Permit required A separate grading plan prepared by a registered Civil Engineer must be Submitted together with the completed application form attached NOTE The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit Grading Inspector sign off by Date D 8c No Grading Permit required P \DOCS\CHKLST\BP0001 FRM Page 3 Of 4 REV 12/17/93 D D D BUILDING PLANCHECK CHECKLIST MISCELLANEOUS PERMITS 9 A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way Types of work include, but are not limited to street improvements, trees, driveways A separate Right-of-Way permit issued by the Engineering Department is required for the following I 0 A SEWER PERMIT is required concurrent with the building permit issuance The fee is noted in the fees section on the following page II INDUSTRIAL WASTE PERMIT is required Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Permit Industrial waste permit accepted by Date P \DOCS\CHKLST\BP0001 FRM Page 4 of 4 REV 12/17/93 ENGINEERING DEPARTMENT ENGINEERING REVIEW SECTION FEE CALCULATION WORKSHEET D Estimate based on unconfirmed information from applicant D Calculation based on building plancheck plan submittal Address Bldg Permit No. Prepared by.Date Checked by.Date EDU CALCULATIONS List types and square footages for all uses Types of Use Sq Ft EDU's Total EDU's APT CALCULATIONS List types and square footages for all uses Types of Use Sq Ft ADTs. I A/ FEES REQUIRED / PUBLIC FACILITIES WITHIN CFD Total ADTS HIRED D YES D NO (See Building Department for amount) (no bridge & thoroughfare fee, D NO reduced Traffic Impact Fee) D 1 PARK-IN-LJEU FEE FEE/UNIT PARK AREA X NO UNITS 2 TRAFFIC IMPACT FEE ADTs D 3 BRIDGE AND THOROUGHFARE FEE ADTs D 4 FACILITIES MANAGEMENT FEE SOFT D 5 SEWER FEE PERMIT No EDU'S FEE/ADT FEE/ADT. ZONE =$_ FEE/SO FT FEE/EDU BENEFIT AREA EDU's DRAINAGE BASIN. X FEE/EDU =*_ D 6 SEWER LATERAL ($2,500 DEPOSIT) D 7 WATER FEE EDU'S X FEE/EDU =$ =$_ TOTAL OF ABOVE FEES* $ *NOTE. This calculation sheet Is NOT a complete list of all fees which mav be due. P \DOCS\MISFORMS\BP0002.FRM REV 04/12/94 Plan Check No Planner DAVID RICK PLANNING CHECKLIST - ^Address 2 (>Z? £ol'bf'. phone 438-1161 ext *»328 (Name) V APN Type of Project and Use Zone P& Facilities Management Zone CFD (in/out) # circle (If property in, complete SPECIAL TAX CALCULATION WORKSHEET provided by Building Department) -2 .$* *Item Complete Item Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified D Environmental Review Required YES NO ./TYPE DATE OF COMPLETION Compliance with conditions of approval? If not, state conditions which require acnon Conditions of Approval Discretionary Action Required YES NO ./TYPE DATEAPPROVAL/RESO NO 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: YES NO \s 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 c/can t/can an czfaa 0 n n £j an Inclusionary Housing Fee required YES NO (Effective date of Inclusionary Housing Ordinance - May 21, 1993 ) Site Plan. Zoning* Provide a fully dimensioned site plan drawn to scale Show North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, nght-of-way width, dimensioned setbacks and existing topographical lines Provide legal description of property, and assessor's parcel number D 2 3 4 Additional Comments -c* < Setbacks Front • Int Side Street Side Rear Lot coverage Height Parking Required Required Required Required Required Required Spaces Required Guest Spaces Required Shown jo1 I' Shown ShownV/S- L_ Shown H7' Shown Shown OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE PLNCK.FRM MOAYEDI 8c VOLPE PARTNERSHIP, Inc. Consulting Engineers BUILDING DEPARTMENT CORRECTIONS FOR McCann Residence PROJECT NO 93-073 01 DATE 1 7 2182DupontDrlve Suite 3 Irvine CA 92715* Tel (714) 250-4700 Fax (714) 250-8623 DATE. NOTICE ^- CALCULATIONS TO BEJ/.AHentfuST BEAR A COMPAtlX^erTAfuRE IN RED INK ON JWE-FI15ST PAGE OF CALCULATIONS A REPRODUCED SIGNATURE IS NOT VALID J R.M. Volpe & Associates Consulting Engineers Job No Sheet No of O rre ITEM 7-7 ITfH - (3 PAGE PROJECT SUBJECT ." DATE •"BY : SINGLE SPAN BEAM ANALYSIS DESCRIPTION B-6 Left Support Fixed or Pinned —> Right Support — Fixed,Pinned or Free <— Left —> X : Left Cant <- < Center ><— Right >| > X Right Cant > X Center Note : Left CANNOT be Pinned with Right Fixed ' FIXITY AT SUPPORTS 0 = FREE 1 = PINNED 2 = FIXED > LEFT SUPPORT -> 1 > RIGHT SUPPORT -> I SPAN LENGTHS > CENTER SPAN RIGHT CANTILEVER LOADING 17 ft > RIGHT CANTILEVER > LEFT CANTILEVER Cant. Length = 1 5 ft 1 5 ft 0 ft > POINT LOADS #1 = 8.4 k #2 = Ok X = 1.5 ft X = 0 " #3 = #4 = ok x = Ok X = 0 ft 0 " SUMMARY MOMENTS Center Span Dist from Left @ Left Support @ Right Support MAXIMUM MOMENT 0 ft-k 0 0 ft 0 ft-k •12.6 ft-k 12 6 ft-k SHEARS Left Support Right Support REACTIONS Left Support Right Support 07k 84k -07k 9lk PAGE PROJECT SUBJECT DATE BY QUERY DEFLECTIONS > Moment of Inertia = ( Positive = Downward ) 972 in*-4 Elastic Modulus > X - @ Center Span = 8 5 ft CONSTANT @ Rt. Cant Dist. = 1 5 ft CONSTANT @ Lft. Cant Dist = 0 ft CONSTANT -228 Defl = 92 Defl = 0 Defl = QUERY MOMENT ( Enter Location of Desired Moment ) > X - Dist. @ Center Span > X - Dist. @ Left Cant > X - Dist @ Right Cant 0 ft 0 0 MOMENT MOMENT MOMENT 1800 ksi 0 225 in 0 091 in NA in 0 0 ' -k NA ' -k -12 6 ' -k - —- i | ^j-, DATE. NOTICE _-- CALCULATIONS TO JE^CAHerKiijST BEAR A COMP^Y-aertATuRE IN RED INK ON JUE-FIRST PAGE OF CALCULATIONS A REPRODUCED SIGNATURE IS NOT VALID r°Je° RM Volpe & Associates Consulting Engineers Job No. By--Date. Sheet M<8D" 4- "< IMTeMoe-b To £•£ AT it 6K,. IS / PROJECT. MOAYEDI & ASSOCIATES Consulting Engineers 5/1* .DATE. MOAYEDI & VOLPE PARTNERSHIP, Inc. Consulting Engineers STRUCTURAL CALCULATIONS PROJECT. McCANN RESIDENCE REMODEL/ADDITION CARLSBAD, CALIF CLIENT: BRAD McNAMEE Date Signed MAR 11 1991 JOB NO 93-073 BUILDING CODE: MATERIALS: Concrete Concrete Block Bnck Masonry Remf Steel Structural Steel Structural Pipe Plywood Sheathing Glu-lam Beams Lumber Soil Pressure 1991 Edition U B C Except as otherwise specified 2,000 psi at 28 days Grade N, 2,000 psi Lt. wt Units, ASTM C-90 Grade MW, 2,500 psi Units, ASTM C-62 ASTM A615, Grade 40 (#4 & Smaller), Grade 60 (#5 & Larger) ASTM A-36 ASTM A-53, Grade "B" D F.P A .Structural II, INTR , P S 1-74 2,400 psi (D F - Larch, Comb "A" or Comb. 24F) Grade Marked D F - Larch, W C.L B Grading Rule 16 1000 PSF (ASSUMED) DESIGN REFERENCE Lumber & Timber Steel Concrete Concrete Block & Brick including charts and Tables from Wood Structural Design Data (Volume I) National Lumber Manufacturers Assn Manual of Steel Construction, AISC 8th & 9th Edition. Reinforced Concrete Design Handbook, ACI Ultimate Strength Design Handbook, Masonry Design Manual, By Masonry Industry Advertising Committee 18019 Skypark Circle. Suite C. Irvine. CA 92714 • Tel (714) 25(M700 Fax (714) 250-8623 McCANN RESIDENCE DESIGN LOADS ROOF TILE SHEATHING FRM'G CLN'G INS ,MISC DL LL 100PSF 20 20 20 20 180 160 PROJECT NO 93-073 FLOOR FLOORING SHEATHING FRM'G CLN'G INS ,MISC DL LL 20PSF 20 20 20 20 100 400 TL 34 0 PSF TL 50 0 PSF MOAYEDI & ASSOCIATES Consulting Engineers -DATE.-SHEET. CALC BV_!B JOB MO t- *v\fsv"> I S ~ Job Name. MC CANN RES. Beam Mrk: RB-1 3.5 X 13.25 3.162 kips 3.162 kips Span(ft)= 12 Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 18 psf Live Load = 16 psf OC Spacng = 15.5 ft WOOD BEAM - DESIGN CRITERIA BEAM SIZE : 3.5 x 13.25 1. Allowable Bending,psi: Fb = 1250 2. Allowable Shear, psi: Fv = 95 3 Mod of Elasticity, psi: E = 1700000 4. Duration of load factor = 1 5. Live Load: Deflection < L / 360 6. D+L Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span Igth ratio: le/lu= 1.92 10. Allowed overstress:(%)/100= .01 11. Exact Beam WIDTH (in): b = 3.5 Bending stress: +M fb for +M -M fb for -M Shear stress:fv for V Dead Load Deflection = Live Load Deflection = D+L Load Deflection = Allowable bending stress: for +M: F'b = for -M: F'b = 1112 psi 9.49 k-ft 0 psi 0 k-ft 87 psi 2.69 kips .113 in .1 in L/ 1435 .213 in L/ 675 1236 psi 1236 psi Job Name: McCANN Beam Mrk: RB-2 5.5 x 13.5 2.743 kips 1.371 kips Span(ft)= 22 Both ends pinned SUMMARY OF BEAM LOADS TRIANGULAR LOAD: Max at left suppt: Dead Length to 0 load = 22 ft OC beam spacing = 11 ft = 18 psf Live = 16 psf WOOD BEAM - DESIGN CRITERIA BEAM SIZE 5 5 X 13.5 Allowable Bending,psi: Fb Allowable Shear, psi: Fv Mod of Elasticity, psi: E Duration of load factor Live Load: Deflection < L D+L Load: Deflection Unbraced top edge in region of +M (ft): Unbraced bottom edge in region of -M (ft): < L 1300 85 1600000 1.25 360 299 1, 2, 3, 4. 5. 6. 7, 8, LU = 0 9. Eff span Igth ratio: le/lu= 1.92 10. Allowed overstress:(%)/100= .01 11. Exact Beam WIDTH (in): b = 5.5 Lu = 0 Bending stress +M fb for +M -M fb for -M Shear stress fv for V Dead Load Deflection = Live Load Deflection = D+L Load Deflection = Allowable bending stress: for +M F'b = for -M- F'b = 834 psi 11.61 k-ft 0 psi 0 k-ft 47 psi 2.34 kips .289 in .257 in L/ 1026 .546 in L/ 483 1603 psi 1603 psi PAGE PROJECT SUBJECT :^ DATE :"BY SINGLE SPAN BEAM ANALYSIS DESCRIPTION RB-3 Left Support Fixed or Pinned —> Right Support — Fixed,Pinned or Free <— Left —>< Center > X : Left Cant <-- Note : Left FIXITY AT SUPPORTS > LEFT SUPPORT -> SPAN LENGTHS <— Right >| > X :Right Cant —> X : Center CANNOT be Pinned with Right Fixed ' 0 = FREE 1 = PINNED 2 = FIXED 1 > RIGHT SUPPORT -> \ > CENTER SPAN > TRAPEZOIDAL LOADS #1: Load @ Left X @ Left #2: Load @ Left X @ Left RIGHT CANTILEVER LOADING > POINT LOADS #1 = 2.743 k X = #2 = Ok X = SUMMARY MOMENTS : Center Span = 8. Dist. from Left = @ Left Support = @ Right Support = -2 MAXIMUM MOMENT = 8. 21 0 0 0 0 1 0 6705 11.6 0 .743 6705 ft : klf ft klf ft Cant. ftit ft-k ft ft-k ft-k ft-k > RIGHT CANTILEVER > LEFT CANTILEVER Load @ Right X @ Right Load @ Right X @ Right Length = 1 ft #3 = Ok #4 = Ok SHEARS : Left Support Right Support REACTIONS • Left Support Right Support 1 0 = 0 361 21 0 0 X = 0 X = 0 11 27 1.1 5.4 ft ft klf ft klf ft ft it k k k k PAGE PROJECT SUBJECT DATE BY QUERY DEFLECTIONS > Moment of Inertia > X - § Center Span @ Rt. Cant. Dist. @ Lft. Cant. Dist. ( Positive = Downward ) 0 in*4 Elastic Modulus 10.5 ft CONSTANT : 1 ft CONSTANT : 0 ft CONSTANT : 382 Defl.= 0 Defl.* 0 Defl.=* QUERY MOMENT ( Enter Location of Desired Moment ) > X - Dist. @ Center Span > X - Dist. @ Left Cant > X - Dist. @ Right Cant 0 ft 0 0 MOMENT MOMENT MOMENT 0 ksi NA in NA in NA in 0.0 '-k NA '-k -2.7 '-k Job Name: MC CANN RES. Beam Mrk: RB-4 5/1 3.5 X 11.25 1.638 kips .819 kips Span(ft)= 17 Both ends pinned SUMMARY OF BEAM LOADS TRIANGULAR LOAD: Max at left suppt: Dead = 18 psf Length to 0 load = 17 ft OC beam spacing = 8.5 ft Live = 16 psf WOOD BEAM - DESIGN CRITERIA BEAM SIZE 3.5 X 11.25 1, 2 3. 4. 5. 6. 7. 8. 9. 10. Allowable Bending,psi: Fb = 1250 Allowable Shear, psi. Fv = 95 Mod of Elasticity, psi- E = 1700000 Duration of load factor = 1 Live Load: Deflection < L / 360 D+L Load: Deflection < L / 240 Unbraced top edge in region of +M (ft): Lu = 0 Unbraced bottom edge in region of -M (ft): Lu = 0 Eff span Igth ratio: le/lu= 1.92 Allowed overstress:(%)/100= .01 11. Exact Beam WIDTH (in): b = 3 5 Bending stress- +M fb for +M -M fb for -M Shear stress:fv for V Dead Load Deflection = Live Load Deflection = D+L Load Deflection = Allowable bending stress: for +M: F'b = for -M: F'b = 871 psi 5.36 k-ft 0 psi 0 k-ft 53 psi 1.4 kips .204 in .181 in L/ 1127 .385 in L/ 530 1250 psi 1250 psi Job Name: MC CANN Beam Mrk: RB-5 3.5 x 9.25 1.632 kips 1.632 kips Span(ft)= 12 Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 18 psf Live Load = 16 psf OC Spacng = 8 ft WOOD BEAM - DESIGN CRITERIA BEAM SIZE : 3.5 x 9.25 Allowable Bending,psi: Fb Allowable Shear, psi: Fv Mod of Elasticity, psi: E Duration of load factor Live Load: Deflection < L D+L Load: Deflection < L / 240 Unbraced top edge in region of +M (ft): Unbraced bottom edge in region of -M (ft): 1250 95 1700000 1 360 1, 2. 3. 4. 5. 6. 7. 8. Lu = 0 9. Eff span Igth ratio: le/lu= 1.92 10. Allowed overstress:(%)/100= .01 11. Exact Beam WIDTH (in): b = 3.5 Lu 0 Bending stress: +M fb for +M -M fb for -M Shear stress:fv for V Dead Load Deflection = Live Load Deflection = D+L Load Deflection = Allowable bending stress: for +M: F'b = for -M: F'b = 1177 psi 4.9 k-ft 0 psi 0 k-ft 68 psi 1.47 kips .171 in .152 in L/ 946 .323 in L/ 445 1250 psi 1250 psi M\MOAYEDI & ASSOCIATES Consulting Engineers FROJECT-.DATE -SHEET. CALC BY_JOBNO- c A r \ t \ f i Job Name: McCANN Beam Mrk: B-l 5.5 x 11.5 1 2.61 kips 2.61 kips Span(ft)= 18 Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 18 psf Live Load = 16 psf OC Spacng = 5 ft PARTIAL SPAN UNIFORM LOAD. Dead Load = 120 psf Live Load = 0 psf OC spacng = 1 ft Dist from left suppt to start of load- a Dist from left suppt to end of load: b 0 ft 18 ft WOOD BEAM - DESIGN CRITERIA BEAM SIZE 5 5 X 11 5 Allowable Bending,psi: Fb Allowable Shear, psi: Fv Mod of Elasticity, psi: E Duration of load factor Live Load. Deflection < D+L Load: Deflection < Unbraced top edge in region of +M (ft): Unbraced bottom edge in region of -M (ft): L : L Lu 1300 85 1600000 1.25 360 240 1, 2. 3. 4. 5. 6, 7, 8, Lu = 0 9. Eff span Igth ratio. le/lu= 1.92 10. Allowed overstress-(%)/100= .01 11. Exact Beam WIDTH (in): b = 5.5 Bending stress. +M fb for +M -M fb for -M Shear stress'fv for V Dead Load Deflection = Live Load Deflection = D+L Load Deflection = Allowable bending stress for +M: F'b = for -M F'b = 1163 psi 11 75 k-ft 0 psi 0 k-ft 56 psi 2 35 kips 445 in .169 in L/ 1274 614 in L/ 351 1625 psi 1625 psi Job Name: McCANN Beam Mrk: B-2 7.5 x 11.5 4.724 kips .675 kips Span(ft)= 16 Both ends pinned SUMMARY OF BEAM LOADS CONCENTRATED LOADS: LOAD NO. P-DL(k) P-LL(k) X(ft) P - 1 2.858 2.541 WOOD BEAM - DESIGN CRITERIA BEAM SIZE 7.5 X 11.5 1. Allowable Bending,psi: Fb = 1300 2. Allowable Shear, psi: Fv = 85 3. Mod of Elasticity, psi: E = 1600000 4. Duration of load factor = 1.25 5. Live Load: Deflection < L / 360 6. D+L Load: Deflection < L / 552 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span Igth ratio- le/lu= 1.92 10. Allowed overstress:(%)/100= .01 11. Exact Beam WIDTH (in): b = 7.5 Bending stress +M fb for +M -M fb for -M Shear stress:fv for V Dead Load Deflection = Live Load Deflection = D+L Load Deflection = Allowable bending stress: for +M. F'b = for -M: F'b = 686 psi 9 45 k-ft 0 psi 0 k-ft 82 psi 4 72 kips .104 in 092 in L/ 2080 .196 in L/ 979 1625 psi 1625 psi Job Name: McCANN Beam Mrk: B-3 3.5 X 11.25 3.002 kips .273 kips Span(ft)= 18 Both ends pinned SUMMARY OF BEAM LOADS CONCENTRATED LOADS: LOAD NO. P-DL(k) P-LL(k) X(ft) P - 1 1.734 1.541 1.5 WOOD BEAM - DESIGN CRITERIA BEAM SIZE 3.5 X 11.25 1. Allowable Bending,psi: Fb = 1250 2. Allowable Shear, psi: Fv = 95 3. Mod of Elasticity, psi: E = 1700000 4. Duration of load factor = 1.25 5. Live Load: Deflection < L / 360 6. D+L Load: Deflection < L / 240 7 Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span Igth ratio: le/lu= 1.92 10. Allowed overstress:(%)/100= .01 11. Exact Beam WIDTH (in): b = 3.5 Bending stress +M fb for +M -M fb for -M Shear stress fv for V Dead Load Deflection = Live Load Deflection = D+L Load Deflection = Allowable bending stress- for +M F'b = for -M. F'b = 719 psi 4 42 k-ft 0 psi 0 k-ft 114 psi 3 kips .131 in .116 in L/ 1861 .247 in L/ 875 1562 psi 1562 psi Job Name: McCANN Beam Mrk: B-4 7.5 X 11.5 4.8 kips 4.8 kips Span(ft)= 12 Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 10 psf Live Load =40 psf OC Spacng = 14 ft PARTIAL SPAN UNIFORM LOAD' Live Load = 0 psfDead Load = 100 psf OC spacng = l ft Dist from left suppt to start of load Dist from left suppt to end of load: a b 0 ft 12 ft WOOD BEAM - DESIGN CRITERIA BEAM SIZE 7.5 X 11.5 1, 2. 3. 4. 5, 6. 7. 8 9. 10, Allowable Bending,psi: Fb = 1300 Allowable Shear, psi: Fv = 85 Mod of Elasticity, psi: E = 1600000 Duration of load factor = 1 Live Load: Deflection < L / 360 D+L Load: Deflection < L / 240 Unbraced top edge in region of +M (ft): Lu = 0 Unbraced bottom edge in region of -M (ft):Lu = 0 Eff span Igth ratio: le/lu= 1.92 Allowed overstress:(%)/100= .01 11. Exact Beam WIDTH (in): b = 7.5 Bending stress: +M fb for +M -M fb for -M Shear stress:fv for V Dead Load Deflection = Live Load Deflection = D+L Load Deflection = Allowable bending stress: for +M: F'b = for -M: F'b = 1045 psi 14.4 k-ft 0 psi o k-ft 71 psi 4.08 kips 074 in .172 in L/ 838 .245 in L/ 586 1300 psi 1300 psi PAGE : PROJECT : SUBJECT :\ DATE :'BY : \\ SINGLE SPAN BEAM ANALYSIS DESCRIPTION : B-5 Left Support Right Support Fixed or Pinned —> — Fixed,Pinned or Free <— Left —> < Center > <— Right >| > X -Right Cant X : Left Cant < > X : Center Note : Left CANNOT be Pinned with Right Fixed ' FIXITY AT SUPPORTS 0 = FREE 1 = PINNED 2 = FIXED > LEFT SUPPORT -> 1 > RIGHT SUPPORT -> I SPAN LENGTHS > CENTER SPAN = 15 ft > RIGHT CANTILEVER = 2 5 ft > LEFT CANTILEVER = 0 ft CENTER SPAN LOADING > UNIFORM LOADS : Load - #1 = 0.075 klf X @ Left= 0 ft X @ Right = 15 ft #2 = 0.12 " " 0 " " = 15 " #3 = 0.136 " " 0 " " = 15 " #4 0 " " 0 " " 0 " #5 = 0 " " 0 " " 0 " RIGHT CANTILEVER LOADING Cant. Length = 2 5 ft > UNIFORM LOADS \z. Load - #1 « Load - #2 = POINT LOADS #1 = 1.1 k #2 = 2.61 k 0.45 klf 0.12 " X-Left X-Left X = X = 2.5 ft 2.5 " 0 ft 0 " #3 = #4 - X-Right X-Right 0 k o k X X 2.5 ft 2.5 " 0 ft 0 " PROJECT SUBJECT DATE PAGE BY SUMMARY MOMENTS : Center Span = Dist. from Left = @ Left Support = @ Right Support = MAXIMUM MOMENT QUERY DEFLECTIONS > Moment of Inertia > X - @ Center Span @ Rt. Cant. Dist. @ Lft. Cant. Dist. 4.6018 ft-k 5.3 ft 0 ft-k -11.05 ft-k SHEARS : Left Support Right Support REACTIONS : Left Support Right Support 11.056 ft-k ( Positive = Downward ) 738 inA4 Elastic Modulus 7.5 ft CONSTANT : 63 Defl, 2.5 ft CONSTANT : 12 Defl, 0 ft CONSTANT : 0 Defl, QUERY MOMENT ( Enter Location of Desired Moment ) > X - Dist. @ Center Span - 0 ft MOMENT > X - Dist. @ Left Cant = 0 MOMENT > X - Dist. @ Right Cant = 0 MOMENT 1.7 k 5.1 k 1.7 k 8.4 k 1800 ksi ,= 0.082 in ,- 0.016 in NA in 0.0 '-k NA '-k -11.1 '-k PAGE PROJECT SUBJECT DATE BY QUERY DEFLECTIONS > Moment of Inertia ( Positive = Downward ) 972 in*4 Elastic Modulus > X - @ Center Span = 8.5 ft CONSTANT : -228 Defl.= @ Rt. Cant. Dist. = 1.5 ft CONSTANT : 92 Defl.- @ Lft. Cant. Dist. - 0 ft CONSTANT : 0 Defl.= QUERY MOMENT ( Enter Location of Desired Moment ) > X - Dist. @ Center Span > X - Dist. § Left Cant > X - Dist. e Right Cant 0 ft 0 0 MOMENT MOMENT MOMENT 1800 ksi •0.225 in 0.091 in NA in 0.0 '-k NA '-k -12.6 '-k PAGE PROJECT : SUBJECT :\ DATE •'BY : SINGLE SPAN BEAM ANALYSIS DESCRIPTION : B-6 Left Support Fixed or Pinned —> Right Support — Fixed,Pinned or Free l<— Left --> X : Left Cant <• < Center > -> X : Center <— Right >| > X :Right Cant Note : Left CANNOT be Pinned with Right Fixed ! FIXITY AT SUPPORTS > LEFT SUPPORT -> SPAN LENGTHS > CENTER SPAN RIGHT CANTILEVER LOADING 0 = FREE 1 = PINNED 1 > RIGHT SUPPORT -> 17 ft > RIGHT CANTILEVER > LEFT CANTILEVER Cant. Length = 1 5 ft 2 = FIXED 1 1.5 ft 0 ft > POINT LOADS #1 = 8.4 k X = 1.5 ft #2 = Ok X = 0 " #3 = #4 = ok x = ok x = o ft 0 " SUMMARY MOMENTS : Center Span Dist. from Left @ Left Support @ Right Support MAXIMUM MOMENT 0 ft-k 0.0 ft 0 ft-k •12.6 ft-k 12.6 ft-k SHEARS : Left Support Right Support REACTIONS • Left Support Right Support 07k 8.4 k -0.7 k 91k \s PROJECT : SUBJECT :^ DATE •' PAGE : BY : SINGLE SPAN BEAM ANALYSIS DESCRIPTION B-7 Left Support Fixed or Pinned —> Right Support — Fixed,Pinned or Free <— Left —> X : Left Cant <• < Center > •> X : Center <— Right >| > X Right Cant Note : Left CANNOT be Pinned with Right Fixed i FIXITY AT SUPPORTS > LEFT SUPPORT -> SPAN LENGTHS > CENTER SPAN CENTER SPAN LOADING > UNIFORM LOADS : Load - #1 = 0.425 klf #2 0 " #3 0 " #4 0 " #5 = 0 " RIGHT CANTILEVER LOADING > UNIFORM LOADS 0 = FREE 1 = PINNED 1 > RIGHT SUPPORT -> 5 ft > RIGHT CANTILEVER > LEFT CANTILEVER 2 = FIXED 1 2 ft 0 ft Left= 0 ft X @ Right = II Q It II _ II Q II II — II 0 " " ii o ii ii 5 ft 0 " 0 " 0 " 0 " Cant. Length =2 ft Load - #1 = Load - #2 = > POINT LOADS #1 = 2.61 k #2 = Ok 0.425 klf 0 " X = X = X-Left X-Left 2 ft 0 " 0 ft 0 " X-Right X-Right #3 = #4 = o k 0 k X X ft " 0 ft 0 " PAGE PROJECT SUBJECT DATE BY SUMMARY MOMENTS : Center Span = Dist. from Left = @ Left Support = @ Right Support = MAXIMUM MOMENT QUERY DEFLECTIONS > Moment of Inertia > X - @ Center Span @ Rt. Cant. Dist. @ Lft. Cant. Dist. 0 ft-k 0.0 ft 0 ft-k -6.07 ft-k SHEARS : Left Support Right Support REACTIONS : Left Support Right Support 6.07 ft-k ( Positive = Downward ) 950 inM Elastic Modulus 2.5 ft CONSTANT : -6 Defl. 2 ft CONSTANT . 19 Defl. 0 ft CONSTANT : 0 Defl, 0.2 k 3.5 k -0.2 k 57k QUERY MOMENT ( Enter Location of Desired Moment ) > X - Dist. @ Center Span = 0 ft MOMENT > X - Dist. @ Left Cant = 0 MOMENT > X - Dist. @ Right Cant = 0 MOMENT 1600 ksi -0.007 in 0.022 in NA in o o '-k NA '-k -6 1 '-k PAGE PROJECT SUBJECT DATE BY n SINGLE SPAN BEAM ANALYSIS DESCRIPTION : B-8 Left Support Fixed or Pinned —> Right Support — Fixed,Pinned or Free <— Left —>< Center ><— Right >| > X Right Cant X : Left Cant <~ Note : Left FIXITY AT SUPPORTS > LEFT SUPPORT -> SPAN LENGTHS > CENTER SPAN CENTER SPAN LOADING > UNIFORM LOADS : Load - #1 = 0.176 klf #2 = 0.12 " #3 = 0.136 " #4 0 " #5 = 0 » RIGHT CANTILEVER LOADING —> X : Center CANNOT be Pinned with Right Fixed ! 0 = FREE 1 = PINNED 2 = FIXED 1 > RIGHT SUPPORT -> 1 12 ft > RIGHT CANTILEVER > LEFT CANTILEVER 2 ft 0 ft X @ Left= n n n 0 ft X @ Right 0 " " 0 0 0 n n n it n it 12 12 12 0 0 Cant. Length =2 ft > UNIFORM LOADS Load - #1 = Load - #2 = > POINT LOADS #1 = 1.1 k #2 = Ok ft n n n n 0.12 klf 0 " X = X = X-Left = X-Left = 2 ft 0 " 0 ft X-Right 0 " X-Right #3 = 0 k X #4 = 0 k X 2 ft 0 " 0 ft 0 " PAGE PROJECT SUBJECT DATE BY SUMMARY MOMENTS : Center Span = Dist. from Left = @ Left Support = @ Right Support = MAXIMUM MOMENT QUERY DEFLECTIONS > Moment of Inertia > X - @ Center Span @ Rt. Cant. Dist. @ Lft. Cant. Dist. 6.6002 ft-k 5.4 ft 0 ft-k -2.44 ft-k SHEARS • Left Support Right Support REACTIONS : Left Support Right Support 6.6002 ft-k ( Positive = Downward ) = 697 inM Elastic Modulus 24k 28k 2.4 k 4.1 k 6 ft CONSTANT • 2 ft CONSTANT • 0 ft CONSTANT • 95 Defl -44 Defl 0 Defl, QUERY MOMENT ( Enter Location of Desired Moment ) > X - Dist. @ Center Span = 0 ft MOMENT > X - Dist. @ Left Cant = 0 MOMENT > X - Dist. @ Right Cant = 0 MOMENT 1600 ksi 0.147 in •0.068 in NA in 0 0 '-k NA '-k -2.4 '-k xi Job Name: mC CANN Beam Mrk: B-10 3.5 x 15.25 3.96 kips 3.96 kips Span(ft)= 10 Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN' Dead Load = 28 psf Live Load = 56 psf OC Spacng = 8 ft PARTIAL SPAN UNIFORM LOAD: Dead Load =120 psf Live Load = 0 psf OC spacng = 1 ft Dist from left suppt to start of load: a Dist from left suppt to end of load: b 0 ft 10 ft WOOD BEAM - DESIGN CRITERIA BEAM SIZE : 3.5 X 15.25 1. Allowable Bending,psi: Fb = 1250 2. Allowable Shear, psi: Fv = 95 3. Mod of Elasticity, psi' E = 1700000 4. Duration of load factor = 1 5 Live Load: Deflection < L / 360 6. D+L Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span Igth ratio: le/lu= 1.92 10. Allowed overstress:(%)/100= .05 11. Exact Beam WIDTH (in): b = 3.5 Bending stress: +M fb for +M -M fb for -M Shear stress:fv for V Dead Load Deflection Live Load Deflection D+L Load Deflection Allowable bending stress: for +M: F'b for -M: F'b 876 psi 9.9 k-ft 0 psi 0 k-ft 83 psi 2.97 kips .044 in .057 in L/ 2093 .101 in L/ 1184 1217 psi 1217 psi Job Name: MCCANN Beam Mrk: B-ll 3.5 x 15.25 4.05 kips 4.05 kips Span(ft)= 10 Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 334 psf Live Load =476 psf OC Spacng = 1 ft WOOD BEAM - DESIGN CRITERIA BEAM SIZE 3.5 x 15.25 1250 95 1700000 = 1 L / 360 240 1. Allowable Bending,psi: Fb 2. Allowable Shear, psi: Fv 3. Mod of Elasticity, psi: E 4. Duration of load factor 5 Live Load* Deflection < 6 D+L Load: Deflection < L / 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span Igth ratio: le/lu= 1.92 10. Allowed overstress:(%)/100= .01 11. Exact Beam WIDTH (in): b = 3.5 Shear stress: Bending stress: +M fb for +M -M fb for -M fv for V Dead Load Deflection = Live Load Deflection = D+L Load Deflection = Allowable bending stress: for +M* F'b = for -M: F'b = L a 3 896 psi 10.13 k-ft 0 psi 0 k-ft 85 psi 3.04 kips .043 in .061 in L/ 1970 .104 in L/ 1157 1217 psi 1217 psi Job Name: MC CANN RES. Beam Mrk: B-9 4.5 x 11.5 is A 1.505 kips 1.324 kips Span(ft)= 18 Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 10 psf Live Load =40 psf OC Spacng = 1.33 ft CONCENTRATED LOADS: LOAD NO. P-DL(k) P-LL(k)X(ft) P - 1 .864 .768 WOOD BEAM - DESIGN CRITERIA BEAM SIZE : 4.5 X 11.5 1. Allowable Bending,psi: Fb = 1250 2. Allowable Shear, psi: Fv = 95 3. Mod of Elasticity, psi: E = 1700000 4. Duration of load factor = 1 5 Live Load: Deflection < L / 360 6. D+L Load: Deflection < L / 240 7 Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span Igth ratio: le/lu= 1.92 10. Allowed overstress:(%)/100= .01 11. Exact Beam WIDTH (in): b = 4.5 Bending stress: +M fb for +M -M fb for -M Shear stress:fv for V Dead Load Deflection = Live Load Deflection = D+L Load Deflection = Allowable bending stress: for +M: F'b = for -M: F'b = 1191 psi 9.85 k-ft 0 psi o k-ft 42 psi 1.45 kips .216 in .293 in L/ 737 .509 in L/ 424 1250 psi 1250 psi MOAYEDI & ASSOCIATES Consulting Engineers PROJECT..DATE. CALC BY-JOB NO. s> ; I t f MOAYEDI & ASSOCIATES Consulting Engineers PROJECT..DATE._SHEET . CALC BY_JOBNO. U 4, x I . I ^ x I c] \o-\-\o "2. \ ^ 'I PROJECT. MOAYEDI & ASSOCIATES Consulting Eng.neers .DATE-_SHEET_ . CALC BY_JOB NO. x% \) ns =. C \0 M\MOAYEDI & ASSOCIATES Consulting Engineers .DATE -SHEET. Z2. CALC BY_JOB NO. oo /j , s ^ X -Uoot loo) IX\.S XI L \\.'^l'/ MOAYEDI & ASSOCIATES Consulting Engineers PROJECT-.DATE.-SHEEL . CALC BY_JOB NO. 2.o'x'7.C) /i \t RISA-2D (R) Version 3.03 Moayedi & Volpe Partnership, Inc. CANTILEVER STEEL COLUMN Job Page Date Units Option : US Standard AISC Code Checks : 9th Edition ASD Shear Deformation: No P-Delta Effects : No Redesign : Yes Edge Forces : No A.S.I.F. : 1.333 Node No 1 2 Boundary Conditions X-Coord Y-Coord X-dof Y-dof Rotation Temp — (ft) (ft) (in,K/in) (in,K/in) — (r,K-ft/r) (F) - 0.00 0.00 R R R 0 00 0.00 10.00 STORY 1 0.00 Material Label STEEL Elastic Modulus -(Ksi) 29000.00 Poisson's Ratio 0.30000 Thermal Coefficient (F) 0.65000 Weight Density -(K/ft3)- 0 490 Yield Stress (Fy) (Ksi) 36.000 Section Label COL Database Shape W12X22 Matl. Set STEEL Area 6.48 Moment of As Inertia Coef —(inA4) 156 000 1.20 y/y I J No Node Node I Releases J End Offsets Section x y z x y z Sec Sway I J 1 -COL Length (ft) 10.00 I J No Node Node 1 - Unbraced Lengths Lb-in Lb-out Lc -(ft) (ft) (ft) K Factors In Out Bending Coefs Cm Cb 2.10 RISA-2D (R) Version 3.03 Moayedi & Volpe Partnership, Inc. CANTILEVER STEEL COLUMN Job Page Date BLC No. Basic Load Case Description Load Totals Nodal Point Dist. 1 GRAVITY + LATERAL Nodal Loads, BLC 1: GRAVITY + LATERAL Node Number Global X 2 3.600 Global Y — (K) 0 000 Moment (K-ft)- 0 000 Load Combination No. Description Self Wt BLC BLC BLC BLC BLC Dir Fac Fac Fac Fac Fac Fac W E DYNA S V 1 LATERAL Load Combination is 1 AISC Code Checks No 1 Nodes I J Maximum 1-2 0 5920 1 1 LATERAL 0 0.5920 Member 1/4 0.4440 Quarter 1/2 0.2960 Points 3/4 L 0 1480 0.0000 1 Shear 0.0586 Load Combination is 1 : Nodal Displacements LATERAL Node 1 2 Global X (in) 0.00000 0.45836 Load Combination is 1 Reactions LATERAL Global Y (in) 0.00000 0 00000 Rotation (rad) -0 00000 -0 00573 Node 1 Totals Global X -3.60000 -3.60000 Global Y 0.00000 0.00000 Moment (K-ft) 36.00000 36 00000 U = i=> o o CD D 0) 0) U D O LJ I O SHEARo 5 O CD QJ i 00 u u o o OO 0.0. 0" Ii OO Pits f- o o o o 00 100 •-KI r- CM f** 0 J If is 0 . 00 S -o10 u o o o Vsto 00 XX o o o o Vjlc 00 o. lOOMIT 0" Jo1I O J3 •0.510 = l OO o o o o OO XX u o o o wn 00 IOC — M 1 II0 0 JO ° 10 O ^ *"%io,-g I O O o o V>V OO o u o o 10 K) 00 Vxts o o o o OO biba. a. op10 5 It IT o u o o V,V OO o o o o Mo IOO OO u o o o 00 jOO OI *£_ o•32 t3 00 i! to| u u o o OO ss o u o o OO IN IN o o o o Intoin rs 00 cote o-oi Z 8,1 50-S m5 0 oo o o OO 10 to o o o o OO O O, o c 00 5. Si •4-00 "S MO 0 Uo o o Vis OO ss o u o o OO Kit o o o o OO 00 1C a f s -is d o o obfe OO VsV u o o o OO tsV f * 5-0 = z i o -° fe s< OO XXion Jo OO V>V 2a (N IONIOOI 1* 1" If If fl OoS .°N~&'ii m m OO RifePI i» "s^ >g ADDITION WORKSHEET Page 1 ADD Project Title Residence Addition Project Address 2629 Colibri Lane Carlsbad Documentation Author... Ned L. Olthoff Company NED L OLTHOFF CONSULTANT Telephone (8O5> 821-5769 Compliance Method MICROPAS4 by Enercomp, Inc. Climate Zone O7 ! , M1CRQPAS4 V4.U2 Fi li?~NED94LML Progr am-ADDI IMONS I ! User*-MPo469 User-NED L OLTHOFF CONSULTANT Run-Existing ^ Addition I Date 03/0^/94 Building Permit tt Flan Check / Date F7e7d"~Check7 ~Date ADDITION WORKSHEET - COMPUTER PERFORMANCE EX ISrCNH Fi 1 e Name NED94LML Run Title F/i sting Only Conditioned Floor Area 1363 s-f Standard Design Energy Use. 22.22 kBtu/sf-yr Proposed Design Energy Use. 38.SO kBtu/sf-yr NEW (EXISTING PLUS ADDITION) File Name NED94LLI Run Title Existing + Addition Conditioned Floor Area 3O28 sf Standard Design Energy Use. 14.39 ^tu/sf-/r Proposed Design Energy Use. 19.95 kBtu/cf--yr FLOOR AREA RA1 IO Existing F1oor Ar ea New Floor Area Floor Area Ratio 1363 / '028 = O.45O ADDI1ION DESIGN ENERGY USE FOR NEW (EXISTING PLUS ADDITION) New Standard Fl oor Area Ratio ET> i sting Proposed Existing Standard Addition Design ¥ 14.0.45O 38.50 7"*f A. Note: li (t>istinq Proposed - Existing Standard) is negative, this difference is set to rero. ADDITION ENERGY USE SUMMARY = Energy Use = <kBtu/sf-yr) Addition Proposed Lornpliance = Design Design Margin = New 21.72 19.95 1.77 *** Addition i.oinpl i 0-3 wtih Computer F pr for mane f? ***• City of Carlsbad Building Department OWNER-BUILDER VERIFICATION Attention Property Owner An 'owner-builder' building permit has been applied for in your name and bearing your signature Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit No building permit will be issued until this verification is received 1 J I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) I (have/have not) ///, signed an application for a building permit for the proposed work I have contracted with the following person (firm) to provide the proposed construction Name Address City Phone Contractors License No I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work Name Address City Phone Contractors License No I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated Name Address Phone Type of Work Signed Property Owner 2O75 Liar Palmas Drive - Carlsbad California 92OO9-1576 - (619)438-1161