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Home My WebLink About1812 OAK AVE; ; 82-393; PermitAPPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. CARL-SBADBUILDtNG-DEPARTMENT •-------' - - APPLICATION& PERMiT' -' - - -4-- -r-" • 1200 Elm, Carlsbad California 920081989 (714) 438 5525 , 0' JOB ADD SS - - AV. ST. DATE OF APPLICATION BUSINESS LICENSE # RD. 0 V ATION I PERMIT NUMBER OWNER'SNAME OWNER'S PHONE CONTRACTOR CONTRACTORS PHONE a , Jo &Ab S.,.77 'Sop, OWNER'S MAILING ADDRESS . . ' ' ' -. '. ' CONTRACTOR'S ADDRESS ''' ' - ' LICENSE NO, - ' PLAN'I.O. # ' pop __________________________ BLDG USE CODE V;4 LOT - BLOCK' SUBDIVISION ASSESSOR PARCEL NO. • DESIGNER DESCRIPTION OF WORK' ' LICENSE # STANDARD PLAN # -' BUILDING SO. FOOTAGE DESIGNER'S ADDRESS' • ' • SAM- ___ ___ DESIGNER'S PHONE .5 - :. ,..' ' " 7.1 . - - ,F/P • ,FL EL'EV.L'. NO P .EDU / - - ' 1/6 z o/-4 3 CENSUS TRACT GP LANDUSE 1 -'. I(ARKING SPACE - ES UNITS t '' GRADING PERMIT ISSUED REDEVELO MENT - TV E osi.I-, 0CC LOAD - - -:-., FIRE SPA '1' •'"-- 'it. •--'-' -4 V 0 N 0 V 0 ND '. I'.) 'rD N Not Valid Unless Machine Certified - QTY 13 • . - , - •' ,. PLUMBING PERMIT ISSUE - '.' - '•_.,-_. L: a QTY -- -. , ', • •.',-. - ' - 'V MECHANICAL PERMIT 1ISSUE - •• 3 -' -, -'-'-----' r'- ' - •- a, -:50 - '- - SUMMARY/ACCOUNT NUMBER '-C'; EACH FIXTURE TRAP INSTALL FURN DUCTS UP TO 100 000 BTU BUILDING PERMIT 01-00-00-8220 EACH BUILDING SEWER'-'. 0'- 40-16 . OVER 100 000 BTU -. SIGN PERMIT.01-00-00-8221 .._ ___C ,, EACH WATER HEATER AND/OR VENT - BOILER/COMPRESSOR UP TO 3 HP a PLAN CHEC..' 01-00-00-8806 - -'2.'' I have 'lived In my 'hume for 'twelve months EACH GAS SYSTEM I 104 OUTLETS-, ,.J' BOILER/COMPRESSOR 315 HP TOTAL PLUMBIN 01-00-00-8222 a,J j EACH GAS SYSTEM 5 OR MO RE " "t METAL FIREPLACE * '< ....ELECTRICAL - . .. 01 -00-00-82i3 — - " EACH INSTAL'ALTER REPAIR WATER PIPE VENT FAN SINGLE DUCT -' MECHANICAL 01-00-00-8224 -EACH VACUUM BREAKER*' - - MECH EXHAUST HOOD/DUCTS MOBILEHOME 01-00-00-8225 — - RELOCATION OF EA FURNACE/HEATER MOBILEHOME PARK INSP ,., p is-. VIVEACH 1`1041DRAIN (INSIDE) SOLAR TOTAL MECHANICAL—.-.-,.. , 6 - STRONGMOTION 'V 8092330519 lC' ' "' TOTAL PLUMBING e- "t I D FIRE SPRINKLERS 01 00008227 QTY5 t ELECTRICALPERMIT ISSUE ,/' X'' t ' SOLAR ISSUE PUBLIC FACILITIES FEE 'V 32-00-00-8923 BRIDGE FEE"" Z ,,,'s' '4" '14' NEW CONST EA'AMP/SWT/BKR 0' '2.*'V COLLECTORS SCHOOL FEE DISTRICT ' - 1 PH " " ' 3 PH 5 STORAGE TANKS • Carlsbad 80 -92-21-0 519 ° u -- rCERTfFfCTE"OF-EXEMPTlON FROM"' EXIST BLDG EA AMP/SWT/BKR ROCK STORAGE' "i". - -- Encinitas - - - 80-92-22-0519,- '- - -, - .,. (This' section -need not be completed, if the permit I PH 3 PH '0' - a, " - PUMP °' Sac DIegullo 80-92-23-0519. REMODEL/ALTER,,, 'PER CIRCUIT ,i eC ' 0' ' PLAN CHECK FEE - - - San Marcos 8092240519 \TEMPPOLE'200 AMPS TEMP OCCUPANCY 130 DAYS) '( - __________ -- _______ L,--' ,- -• -. - - - - TOTAL ELECTRICAL ~.-,~AoTAL-S'QLA TOTAL FEES PAYABLE 77 / J'• - IHAVE"CAAEFUL-LY EXAMINEO,THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY " EpiraIion. Every permit issued by the Building Official under the provisionsoftnis * AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER - CERTIFY UNDER 'PENALTY OF, PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code shall expire hbYermit is t mbecome null h building oo ,menced within 180 days from the date of such 50" DEEP AND DEMOLITION OR CONSTRUCTION OF authorized by DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY.AND AGREE IF A PERMIT IS Permit, or if the building or work authorized by such permit is suspend or STRUCTURES OVER 3 STORIES IN HEIGHT STATE LAWS GOVERNING BUILDING CON- ISSUED: TO COMPLY WITH ALL CITY, COUNTY AND abandoned SI any time afterIhe work is commenced for a period 01180 days. - - KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS COSTS APPLICANTSTRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND 'NATuRE * ., OWNER 0 CONTRACO? APPREDBY .°'' 1 - NST SAID CITY IN CONSEQUENCE OF THE 42 BY PH 0 EXPENSES WHICH MAY IN ANY WAY ACCRUE AGA[ t GRANTING OF THIS PERMIT. 'V ' . ' .- . ' -. . ' . -, • ' '1 ) - •'.u-'' •' - USE BALL POINT PEN ONLY & PRESS HARD ,, A 0 I hereby affirm that I amrllôensed under ' o' ' provisions .of Chapter. 9.(commenclng"with' ' Section 7000) of Division 3 of the Business 4I-.iand Professions Code, andmy'iicensè is in' I ..full force and effect. - Lic. No. ___________ ......._- Class 4,- 1-hereby attirm that ,I.-am, exempt from the ,Centrac tsr's -License. Law for the following. reason (Sec. 7031.5 Business and,Protessions Cede: Any city or county which re-quires a permit to construct, alter, improve, demolish, or grepair any structure, prior to its issuance also requires the up' ant for 'such permit to-file a' signed 'statement'Ihat he is licensed pursuant Ito the. provisions 'el the Contractor's -. License Law (ChapterS commencing with Section 7000 01 "I Division 301 the Business and Professions Code) or that Is ex-empt thérelnom and the basis for the alleged exemption. Any violation of Section 7031.5 by an applicant for a permit sub-, (' jects the applicant to a civil penally of not more than live hun' ç - dred dollars ($500). ,e 0 as ,uwner at the property, or my employees with wages 'as their Sole compensation. wiil'do the Work, and the struc- " tore is not intended or uttered for Sate (Sec 7044 Business - sand Protessions Cede: kThe Contracto(s License Law does,, , nut apply to an owner 01 property who .builds or improves. %..therenn and who does such work himself or through his own - ''- en,ployees, provided that such Improvements are not intend- " eder offered for sate:' II, however, the building or improve- ment is sold within one year of completion, the owner-builder will have the burden et proving that he did not build or Im- 'prove for- the purpose of Sale).- .•.• - -. - £:,. •1 ••_ev,,,: ,C,t)t-' •-'I' - I, as owner at IhO properly, am'exciasivety contracting with as contractors to construct the project (Sec. 7044, Business and Professions Cede: The Contractor's License , Law. does not apply to an owner of properly who builds or Im-,. proves thereon, and who contracts for each projects with a contractor(s) license pursuant to the Contractor's License Z ,..Law).., 2 I- .a 0 Asa homeownen'i am Improving my home, and the 15110w- -. I, -ing conditions exist: ,. -i -4 1. .. - a el. The work is being performed prior to sale. prior to completion Of this work.' - '-- - W -"3. "-I I hOve not claimed, this exemption during the 0 - last three yearx 0 lam exempt iThd Sec B & P.C. fonI his reason _,,,,.,. ---•,r.._ ... .a(. •'-ev- •'w- Sw., .,_ - -- Q thereby affirm that 'l have a certificate of consent 4- -.,selfinsure.- or a ,.certificate of Workers - , '- Comp'ensation Insurance, or a certified copy thereof - ." (Sec. 3800: Labor Code). --- w'-.----'- ,,,-" - POLICY NO.'_._' "-- 7 7- - ." •. v'A,'v' "• ' Copy is filed,with the:City. e us 0 Celifiedcopy is hereby furnished.`- .. '- '- -' - • •r WORKERS',,pOMPENSATl'ON INSURANCE 4is for one hundred dollars 151001 or less) le ' . 11c -, - I centifythal iS. the performance of the work 10r - 0 ,,p', ,w - this permit is issued, I shall-not employ any j' perso 'many manner so as to become subject to -' (J_reWor1cers' CompensationLawsof California. -'iii V (,J ' •- 'aL NOTICE TO APP,41CANT: If, after making this Cèflm-' hficaIe of Exemption:'yoU should become subject to the Workers' Compensation pr6visiovs of the Labor Code, you. must-forth with ,compIy',with such. a - pro sons or thspermit shall be deemed revoked._, o:l)h'eieby'affirm that there ms,a COeSlruCtmOfl'' i tending agency for the performance of the work for - , ,Smch ti4ms'pSrmit'ms issued.iSec"3O97: -' CivmI Code), '"' S I"s n tJH/ i -- Lenders Name Lenders Addres .- - C., BUILDING FOUNDATION ) // REINFORCED STEEL - MASONRY GUNITEOR GROUT FLOOR & CEILING SUB FRAME SHEATHING FRAME EXTERIOR LATH INSULATION EXTERIOR INTERIOR LATH & DRYWALL _- PLUMBING SEWER AND BL/CO PLUMBINGUNOERGROUND PLUMBING TOP OUT TUB AND SHOWER PAN GAS TEST --S ELECTRICAL TEMPORARY POWER ELECTRIC UNDERGROUND • _______. ROUGH ELECTRIC ELECTRIC SERVICE BONDING S. .• . •, - G. F. I. - SMOKE DETECTOR MECAANICAL_.'. DUCT & PLEM., REF. PIPING :7A HEAT - AIR COND. - SOLAR SYSTEMS VENTILATING SYSTEMS'- JOB SITE FINAL • PLUMBING - ELECTRICAL • MECHANICAL 4.ff GAS BUUDING -' SPECIAL CONDITIONS CERT OF OCCUPANCY ISSUED CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE; ITEMS ABOVE HAVE: BEEN APPROVED. FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTOR S NOTES INSPECTIor4 REQ. IF INSPECTORS CHECKED APPROVALDATE SOILS COMPLIANCE PRIOR TO FOUNDATION INSP STRUCTURAL CONCRETE OVER 2000 PSI PRESTRESSED CONCRETE POST TENSIONED CONCRETE FIELD'WELDING 'HIGH STRENGTH BOLTS SPECIAL4ASONRY PILES'CAISSONS p S•c" S - - S - - - .__i_.__. ________________ S , .4- •I •- .5 SPCTI(Th1 TYPF DATE INSPECTOR •.-.. Y13 APPLICATION FOR PERMIT TO CONNECT TO CITY SEWER SYSTEM. CITY OF CARLSBAD . . . TSE 1958 ENGINEERING DEPARTMENT 438.5541 ISSUED BY V FOR APPLICANT TO FILL IN . DATE ISSUED flflR /S(/' (1:24 k' VALIDATION OWNER (),u /.(j4./C.. cd iq I M. f MAILING ADDRESS. . LATERAL CHARGE COMPUTATION STANDARD 4" (Max. H. 30', V. 10') OVER 30' H. _______FT. CONTRACTOR CONTRACTOR'S OVER 10'V._@ ______FT. ,\) C / f- . . ADDRESS STANDARD 6" (Max. H. 30', V. 10') (,4.\ . . • OVER 30' H. _____ _______ FT.___________________ OVER 10'V.-@- .FT. TOTAL CONSTRUCTION COST NEW BUILDING EXISTING BUILDING LEGAL DESCRIPTION SERVICE CHARGE (REPAVING ETC.) • . TOTAL LATERAL CHARGE REMARKS: . . LINE COST DATA • . - ASSESSMENT DIST. NO. FRONTAGE -COST PER FT.-TOTAL- OTHER • . LATERAL LOCATION . CONNECTIONFEE - .• I _COST PER UNIT/J-O-d TOTAL/.' . .__• • NO. UNITS ,..( )........ PUMPSTATIONFEES -E NO. UNITS -COST PER UNIT-TOTAL- ST. • . . . . • TOTAL CHARGES (LATERAL ETC.) LATERAL NO. ______________ INSTALLATION DATE______________ • WHITE: Engineering GREEN: Finance YELLOW: Sanitation PINK: Building GOLDENROD: Permitter • INTERDEPARTMENTAL INFORMATION SHEET .IECEIVED BUILDING DEPARTMENT' DATE'; BUILDING ADDRESS NOV8 1982 A P N - - C T: CITY OF CARLSBAD ELNNING .DPARTMENT ZONE: SCHOOL FEES: SAN DIEGUITO ' ' 'SAN MARCOS ' ENCINITAS CARLSBAD UNITS REQ'D': --,. PROVIDED: ' % COVERAGE ALLOWED: '' ' ' PROVIDED: PARKING' SPACES REQ'D:- PROVIDED:' BUILDING HEIGHT'REQ'D: ' •- ' PROVIDED: FRONT SETBACK ' ' '- SIDE SETBACK , REAR SETBACK ALLOWED: lk PROVIDED INTRUSIONS: ' ' ' ' ' RE-DEVELOPMENT APPROVAL REQ'D: __-1_- '' 'LANDSCAPE IRRIGATION PLAN COMMENTS ENVIRONMENTAL PROTECTION REQ .-,ADDITIONAL COMMENTS: OK TO ISSUE:" DATE: j\\O\' .0K TO FINAL: -_, DATE: ENGINEERING _DEPARIJENT ' R.O.W: -IMPROVEMENTS: PUBLIC FACILITIES FEEe.Qft 2i. -. SEWER CONNECTION: ' DRIVEWAY LOCATION(S): GRADING PERMIT EASEMENTS: DRAINAGE .: - '.-LEGAL LEGAL DESCRIPTION:. ADDITIONAL COMMENTS *CHECK IF ENGI' EE INC INSPCTIq'N REQ'D. F NAL: OK TO ISSUE: - DATE: Ij%/ PWI:c7/F -OK TO FINAL: DATE. * .IF TI-ITS ITEM IS NOT CHECKED, BUILDING DEPARTMENT WILL MAKE - -' FINAL' INSPECTION.. ' w593 1k S . City of San Diego Building Inspection Department. . JN BiEEdhig Newsil etter 339 INTERPRETATIONS & APPLICATIONS OF CITY '&' STATE BUILDING REGULATIONS DOORS BETWEEN DWELLINGS AND ATTACHED GARAGES . July .: . 1972 Doors between dwellings and attached garages may swing in either direction provided the difference in floor elevation between the dwelling and garage does not exceed 7T1/2 inches and provided the door is not used as the primary means of egress from the building If the difference in floor elevation exceeds 7-1/2 inches, or if the door is used is the primary mein'. of egress from the building, additional steps or a landing must be provided In accordance with stairway requirements, and the door must not swing over the depressed level .....................-.- . 1 S...- S 5 5 5 5 5 5 5 . S 5 Code Refereric, UNIFORtI RUILDUC CODE J.-IBN 33/9 J 1 of 1 ESCIL CORPORATION' PLA'T -PICK IJiD AND PLAN RETtI?N Jurisdiction Of - . 7 . . . Niber of Plans Picked .• . Date_ 1 1 3 Up This Date t. Delivered y .. . . 'Nber of Plans Delivered . . . . S. - S •• This Date. . . . For Plan Chock I os, initial Plans Picked Up Plan For*. •:. . .. • . ....•. :. This Dae . • Check . Re ch- Comments 0 0 • 0 0 . ?lanCheck S . . •0 . . . Plans.. Delivcred . Plan. Corrections 0 Remarks . . . Th.sDe 1Aproved Required 4-1 Concurrence Jurisdiction Official by: - 0 . Date-- • 3'79.35 ,15.78 Building rmit Fee f 7 P/heck Fee $ X 1.065 = Adjustment for State Mandated Handicapped IaLjaflTh 1.065 / . .; Date* /_i,O3 Jur2.sd1ctionL/,4?S._,q7 Prep by Bldg. Dept. VALUATION AND _PLANCHECKFEE a Esgil. PLAN CHECK NO . BUILDING ADDRESS APPLICANT/CONTACT,, 1.SS &12Ti*M PHONE NO.* BUILDING OCCUPANCY /2-3 L. DESIGNER PHONE 7/$(/ TYPE OF CONSTRUCTION CONTRACTOR PHONE___________ - BUILDING PORTION -I BUILDING AREA VALUATION MULTIPLIER VALUE . S-788- —/'lcJ7 . 338 _C44 Res.Baths "(over 3) @2,200 Res.Firep1aces(°' @ 1,760 Air_Conditioning Commercial - Residential ,.. " 2.40 Res. or Comm. Fire Sprinklers ' ... ' ,@ _1.50 . S Total Value _.•• / ___________ '/ C U H H [ N 15: — c(.i '~ yo-' Chce4 ôi 7ijc trc4 '1/ '- 8/4/82 APPLICANT COPY j CITY COPY LAN CHECKER COPY Citp of QtarIbab JURISDICTION: DATE___________ PROJECT ADDRESS: TO: fr' Submit fully dimensioned plot plan drawn f 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 and approximate finish floor elevations for all structures and show elevations at all corners. Sec. 302(b)7. Indicate distance from-center-line of street " or alley to property line and distance from curb to property line. Sec. 302(b)7 Plans, specifications and calculations shall be signed by a California State licensed engineer or architect. (California Business and Professions Code) 1. B. FIRE PROTECTION PLAN CORRECTION SHEET SINGLE FAMILY AND DUPLEX DWELLINGS Plan Check No. Date plans received by jurisdiction/1V Bate plans received by plan checker op /4f/"/ I Date initial plan check completed'77by7,'h4 FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the ,—Planning Department, Engineering Department 7' or other departments. l4W4, 11UYS c I-L.. 5. Cii2. ZI'4LLL. -r (1) 65j L The items circled below need clarification, modification or change. All circled items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1979 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. PLANS I Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been retjrned to you by the jurisdiction, to: 45ze2. p,L. 2. To facilitate rechecking, please identify, next to each circled item the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. Indicate on plans the name of the legal $.' owner and name of person responsible for the preparation of the plans. Sec. 302(b) Walls closer than 3 feet to property lines shall be one-hour fire-rated construction, have no openings, and shall have 30 inch parapets when the building floor area exceeds 1,000 square feet on any floor. (Table 5-A Sec. 1709(a) Projections, including eaves, may not extend more than 12 inches into the 3 foot setback from the property line. Sec. 1710 and Sec. 504(b) .x(Projections, including eaves, shall be one- hour fire-resistive construction, heavy timber or of non-combustible material, if they project into the 3' Set ck area from the proper . ec. 710 i3r DQ o T$h,2S QjJ Show 1ocationf permanently wired smoke detector. Set. 1210 C. ROOM SIZES, LIGHT, VENTILATIONS AND GLAZING One room must contain a minimum of 150 square feet of superficial floor area. Sec. 1207(b) 11 Habitable rooms, other than kitchens, shall 7 contain at least 70 square feet of floor area. Sec. '1207(b) ,rWindow area must be at least 1/10 of the floor area and a minimum of 10 square feet per Sec. 1207(a). Appears to be deficient in Openable window area must be 1/20 of the floor area and a minimum of S square feet. In bathrooms, laundry rooms and similar rooms.'. Minimum is 1.5 sq.ft. (Sec.1205(á) ,E Onerhalf of all required window area must f be openable in Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required windows are not provided. Sec. 1205(a) No habitable room, other than a kitchen, shall be less than 7'0" in any dimension. Sec. 1207(c) - Show that ceiling height for habitable rooms is a minimum of 71 6°. Sec. 1207(a) Show ceiling height for laundry rooms. 50. Handrails shall satisfy the following: - hallways, corridors, and bathrooms is a minimum of 7'0". Sec. 1207(a) a. Provide handrail for stairways over 30" high when serving a single dwelling. VProvide 30" clear width for water closet Title 24, Sec. T25-22(b) compartments and 24" clearance in front b. Handrail shall be 30" to 34" above the of water closet. Sec. 1711(b) nosing of treads. Sec. 3305(j) cooking room shall be used for sleeping - c Handrail projecting from a wall shall have a space not less than 1 1/2" between purposes, unless complying as an efficiency the wall and the handrail. living unit. Sec. 1208 The hand grip portion of handrail shall )hSpecify safety glazing for glazing in hazardous k4h be not less than 1 1/4" nor more than locations such as glass doors, glazing 2" in cross-sectional dimension. adjacent to such doors and glazing 7'&2 Sec. 3305(j) (see attached) to walking surfaces. Sec. 5406 () Glazing in shower and tub enclosures _>j . Every stairway landing shall have a dimension, measured in the direction of travel, at T (including windows) shall be tempered least equal to the stairway width. laminated or approved plastic. Sec. 3305(g) Sec. 1711 (f)(g) door may open over astairway'landing () Sleeping rooms shall have a window or ø" provided the door, in any position, does exterior door for emergency exit. Sill not reduce the clear area of the landing, height shall not exceed 44" above the floor. in the direction of stairway travel, to r" I The window must have an 'j less than one-half the required width of a I t lastj7 s uare feet with the minimum the stairway. Sec. 3305(g) cae wi .0 dTi1 mum o minipenabie height 24". Sec. 1204 /)4(A door may open inward at the top step of S gtsir.,av orovided the n sten is more than 7l/2" lower than the floor level. Sec. 3303(i)2 Or Provide details of winding stairway. Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from the side of the stairway. Maximum rise is 9 inches. Minimum width is 30 inches. Sec. 3305(d) (see attached) )$(Provide spiral stairway details: Minimum run is 7 1/2 inches at a point from where the tread is the narrowest. Maximum rise is 9 1/2 inches. Minimum headroom is 6 feet 6 inches. Sec. 3305(f) (see-attached) Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft. Sec. 3305(f) Spiral stairways must have a clear walking space of 26 inches between the column and handrail. Sec.- 3305(f) .(Provide I.C.B.O. Reasearch Report and Number for metal stairway, or submit plans and - calculations andapproved fabricator registered with the Building Department or note that the,stairway fabrication shall be done under special inspection per the 48' Show how guardrail con ection details are approved fabrication plans. Sec. 306(a)43 adequate to support 20 pounds per lineal - and Sec. 306(f) foot at a right angle to the top rail. ) - Table 7' stories in height, provide' our assemblies for all (49) Provide stairway and landing details, openings in the exteriorwall below or within Sec. 3305(b) & (c) -10 feet horizontally of an exterior stair- way. An -exit balcony with 2 separated / a. Maximum-rise 8" and minimum run is 9'. stairways is exempt-. Sec. 3305 Minimum head room is 6'6". ).8'(Exterior stairways shall not project into Minimum width is 30". - the 3 foot setback from the property lines. f Sec. 3305(n)' - '-' -- - - ,9Eaves and cornices may not project into a required yard more than 2 inches for each foot of yard width if required windows open into the yard. Sec. 1206(d) ja 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, and the mezzanine floor must have a clear height of 7 feet, above and below. and must have 65% of the long side open to the room below. fr1 The loft you show does not comply as a mezzanine floor and is. by Building Code definition, a story__________________________ 0. EXITS, STAIRWAYS, AND RAILINGS Floors above the second story shall have not less than 2 exits. Sec. 3302(a) 3$ Required exit doorways shall be not less ' than 36" in width and not less than 6'-8" .i height, and-shall be capable of opening at least 90 degrees. Sec. 3303(e) Provide 36" high protective railing for porches, balconies, and open sides of landings. Maximum opening between railings shall ,be less than 9". Sec. 1716 0.0. soffits of the enclosed usable) The7u~dder Show 1 3/8' solid core self-closing door spa terior stairs shall be protected dwelling. for openings between garage and on eenced side as required for one-hour Sec. 503(d) fire-resistive construction. Sec. 3305(m) ,I41. Garages are not permitted to open into a room used for, sleeping purposes. Sec. 1104 Minimum construction specifications shall be made a part of the approved plans. ).9(. Openings between carport and residence (See attached) require self-closing doors and stationary windows. Sec. 1214 B. ROOFING Show garage framing section, size of header 7'(Specify roof pitch. over garage opening, lateral cross bracing at plate line and method of bracing garage Roof pitch is not adequate, for roof type . front. Chapter 23 specified. Specify minimum pitch of ___ NOTE: Minimum plywood diaphragm ratio is 3 1/2 to 1 or 218". Table 24-I roof material and applica(n. Doors between dwellings and attached garages ,FSpecify may swing in either direction provided approval' number for ro CLIVS the difference in floor elevation between Specify I.C.B.O. vered materials not co in (IBC. the dwelling and garage does not exceed 7 1/2 inches. and provided the door is not /4. Specify roof slope, for drainage or design used as the primary means of egress from to support accumulated water. Sec. 3207(a) the building. Show roof drains and overflows. Sec. 3207(a) ' If the difference in floor elevation exceeds skylight details to show compliance 7 1/2 inches, or if the door is used as ,Provide with Sections 3401 and 5207. or provide ICBO the primary means of egress from the building, approval number. . ' additional steps or landing must be provided in accordance with stairway requirements, Provide plastic roof panel deils to show , and the door must not swing over the depressed 3305 compliance with Section 5206 or rovide level. (see 3303(i)2 and (g). ICBO number. . /6g. Provide 18' raised platforms for any FAU, Show attic ventilation. Minimum v t area water heater, or any other device which is 1/150 of attic area or 1/300 of tice may generate a flame or spark. area if at least 50% of the required nt Note that continuous fire wall protection is at least 3 feet above ceiling jo shall be installed behind raised platform(s) Sec. 3205(c) . . prior to framing platform. B. MASONRY. . 'b—.... FOUNDATION REQUIREMENTS Provide fireplace construction details or 1/19.cNote on plans thatA soils engineer shall )evaluate fill any unanticipated .uncompacted 'note construction to be per attached fireplace standard drawing. Sec. 3707 or expansive soil or other soil problems during construction'. Sec.306(a)12. veneer support and connections comply ,fr((Show 20. )disclosed Submit soils classification determination with Sec. 3002, 4,5,6, and Sec. 2516(a) ' by a licensed engineer or architect based regarding ties and 9 wire in horizontal on observation, tests, borings, or excavations, joints or note construction to be per attached ( ,and containing comments on the degree of sheets 30-1 or 30-2. . çsj (expansiveness, compressibility and bearing height and construction details of /"/'Show )value. Sec. 2905 all masonry walls. Chapter 24 ' tL. / 121. Note on the plan the soils-classification, whether or not the soil is expansive, and 9. Note that cleanout openings shall beprovided note the allowable bearing value. Sec. 2905 at the bottom of all cells to be grout filled over 41 in a single pour. Cleanout shall The foundation plan does not comply with be sealed before grouting, after inspection. j'( the soil report recommendation for this Sec. 2415 project___________________________________ Show floor and roof connections to masonry . P. walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Sec. 2310 Provide notes on the foundation plan listing the soils report recommendations for foundations. 7. Provide material specifications for mortar, / slab and building pad preparation. grout, masonry and reinforcing steel. Sec. 2403 .) 124 Note on the foundation plan' that 'Prior to the Contractor requesting a Building Show how masonry house walls retaining earth are to be waterproofed. Provide detail. ) Department foundation inspection, the soils engineer shall advise the Building I, Note that special inspection of the masonry ( , Official in writing, that: will be required for_________________________ the building pad was prepared in accor-dance with the soils report: G. GARAGE AND CARPORTS the utility trenches have been properly backfilled and compacted, and': Garage requires one-hour fire protection the foundation excavations, forming on the garage side of walls and ceilings 2 and reinforcement comply,with the soils common to the dwelling. Table 5-B Sec.503() report and approved plan." ,1 Provide spread footings for concentrated to have one-hour fire-resistive protection loads designed for 1,000 PSF'soil bearing All elements supporting floor above garage 1131i)) on the garage side. Sec. 503. Beams and posts, not within the wall or ceiling con- ' or-per bearing value as determined by struction, must comply with .UBC, Table 43-A an engineer or architect. Chapter 29 or be minimum 6' dimension 'beam and minimum 8' by 8 post. 'how height of all foundation walls. Chapter 23 Note cross bridging or blocking. Floor (1271 Show height of retainth on all foundation walls. Chapter 23 joists and rafters more than 12" in depth and spanning more than 8 feet shall be - supported lateFally by bridging at intervals (1281 Show distance of foundation to edge of (....Z•) not exceeding 8 feet. Sec. 2506(g) cut or fill slopes and show steepness an I . Shdw blocking at ends and at supports heights of cuts and fills. Chapter 29 of floor joists, and for rafters at exterior , Note on plans that wood shall be 6 above walls. Sec. 2506(g) finish grade. Sec. 2417(c) 7. )ft. Show solid blocking at ridge line and Note on plans that surface water will drain at exterior walls on trussed roofs. Sec. 2506(g) away from building and show drainage pattern .. and key elevations. Sec. 2905(f)(____.. i,Ø. Show double joists. Floor joists shall Dimension foundation per Table 2 be doubled under bearing partitions running parallel with the joists. Sec. 2518(d)5 TABLENO.29.A—FOUNDATIONSFORSTUDBEARING 6 Show' rafter ties. Rafter ties shall be 1 spaced not more than 4 feet on center WALLS—MINIMUM REQUIREMENTS where rafters and ceiling joists are not SI11 e '5ctaIb. . C .&JS T. Show rafter purl in braces to be not less than 45 decrees to the horizontal. Sec. 2518(F) 148. Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed.) 1,P. Show double top plate with minimum 48" lap splice. Sec. 2518(g)4 Show nailing will be in compliance with Table 25-P. V(l. Provide.fire stops between stories, between NOTES: top story and roof space, at ceilings %Thery unusual conditions or frost conditions are found, footings and and floor levels in interior and exterior foundations shall be as required in Section 2907(a). walls, in mansard roof or eyebrow so no The ground under the floor may be excavated to the elevation of the concealed or furred space is greater than top of the footing.'10' horizontally or vertically, between stair stringers at top and bottom and ,Show foundation sills to be pressure treated, between studs along and in Line with or equal. Sec. 2517(c) 3. stair run adjoining stud walls and partitions, at perimeter of sliding door pockets, Show foundation bolt size and spacing, between chimney and wood frame using metal Sec. 2907(e) or incombustibles for the fire stop and )4. Specify size, ICBO number and manufacturer of flame. Sec. 2517(f) at other places that could afford passage of power driven pins. Show edge and end distance and spacing. Sec. 306(f) 4. Show stud size and spacing. Maximum allow- Show size, irnbedntent andlocation of hold able stud heights: 2"x4'@ 16" is 14'; down anchors on foundation plan. Sec. 2312(f) 3"x4"&2"x6"@ 16"o.c. is 20'. Sec. 2518(g)2 Note on plan that hold down anchors must Note an A.I.T.C. Certificate of Compliance e,4 be tied in place prior to foundation inspection. for glued lamin at ed wood members shall Sec. 2312(f) be given to the Building Inspector prior to erection. Sec. 306(f) Show adequate footings under all siear walls. Sec. 2311(e) l,. Detail all post to beam and post to footing connections. Sec. 2517(c) 4 Show stepped footings for slopes steeper than 1:10. Sec. 2907(c) Specify nail size and spacing for all shear walls, floor and roof diaphragms. Show minimum 18" clearance from grade to Indicate required blocking., bottom of floor joists and minimum.12" maximum diaphragm dimension rs. clearance to bottom of girders. Sec. 251 . Show pier size, spacing and dept in in undisturbed soil. Table 29-A Show 3"x4" or 2"x6" studs in first story Show minimum under floor Provide truss details and truss calculations. C-(,1'rfl of three story building. Sec. 2518(f) ec. 2517 hew minimum under floor ventilation equal , Provide rooff in lan. Sec. 302(a gh IV I of exterior foundation with Openings as ;I - 4.i to 1 1/2 sq. ft. for each 25 lineal feet . close to corners as practicable to provide V V cross ventilation on at least two approximate- _s4Q: Qi.r u ly opposite sides. Sec. 2517 180. Specify all header or ersin eve I. FRAMING 4 wide. Sec. 2518(g) 7 Sea B4(Show all joists, rafters, beams,-and Provide calculations for____________________ 2" to 4" thick to be No. 2 Grade Douglas JVCf.Lk(' " '' Fir-Larch or better. All posts and beams LOI0.)$ J 5" and thicker shall be No. 1 Grade Douglas In areas subject to water splash Fir-(.arch or better. (Table 25-A-l) exterior locations, wood columns and posts V 161 .Show wall bracing. Every exterior wood ' shall be supported by piers projecting V stud wall and main cross partition shall at least 2" above the finished grade and be braced at each end and at least every shall bear on a metal base plate or treated 25 feet of length with 1x4 diagonal wood unless the columns or posts are fours- let-in brace or equivalent z22. .ç5Sl8()S V 'dation grade redwood or cedar. Sec. 2517(c)4 DEPTH OF FOUNDATION WIDTH THICKNESS BELOW NUMBER THICKNESS OF OF OF NATURAL OF FOUNDATION WALL FOOTING FOOTING SURFACE STORIES (inches) (Inches) (Inches) OF GROUND AND FINISH CONCRETE UNIT MASONRY GRADE (Inches) 1 6 12 6. 12 b 8. 15 7 18 3 10 10 18 8 24 IShow location of attic access with minimun 29Z' Show access to the attic or under floor size 22" x 30". Sec. 3205 furnace to be minimum 30 inches by 30 inches. Sec. 708 & 709 UMC Show draft separation for attic areas in excess of 3,000 sq.ft. Sec. 3205 - 3P. Note that passageway to the attic furnace shall be unobstructed and have continuous l,S' Show draft separation. for space between solid flooring not less than 24 inches ' dropped ceilings and floor above in excess wide. Sec 708 UMC - of 1,000 sq.ft. Sec. 2517 2)4'. Show permanent electrical outlet and Specify plywood grade and panel indertti- lighting fixture controlled by a switch fication index. Table 25-J for the attic furnace. Sec. 708 UMC. When roof pitch is less than 3:12, design 2)tf'i Show details to comply with Section 09 ridge as a beam. Sec. 2518 (h) for furnace under the floor, Section 708 'for attic furnace, or Section 710 for Wood shear walls shall not be' 6sed to roof or outside furnace. resist horizontal forces contributed by Note on plan, gas vents and non-combustible masonry in buildings over one story in piping passing through three floors or height. Sec. 2516(b) less shall be effectively draft stopped. )8'9. Gypsum lath and plaster, gypsum sheathing at each floor or ceiling. USC Sec. 1706(a)6 board and gypsum wallboard shall not be used in vertical diaphragms to resist X. ELECTRICAL (National Electrical Code) forces imposed by masonry or conc_ All wiring shall Comply with the National Electrical construction. Table 47-I If Q1A Code 19'. If cripple wall studs are less than 14",. framing shall be solid blocking. Sec.2518(g)6 c 4ote on the plan the amperage of electrical service. Y Cripple wall studs exceeding 4 feet If the electrical installation is more height shall be 3 inch by 4 inch or 2L inches by 6 inches when supporting 2 s'i' than 200 amperes, show panel location and provide a single line diagram and Sec. 2518(g)6 load calculations including: )9'2 'Show plywood sheathing over exposed eaves, a. Wiring method employed. b. Sizes of all conductors, switches, or other weather exposed areas, is exterior circuit breakers, 'fuses, and conduits. grade. Sec. 2517(g) 3 C. Approximate length of service feeders. Show a weep screed at the foundation plate d. Provide plot plan showing services, line on all exterior stud walls to be all panel locations, circuit arrangement stuccoed. Sec. 4706(e) - and load distribution on panel busses. e. Provide typical panel schedule(s). Provide an approved waterproof building 'paper under wood siding. Sec. 1701(a) 22 Dwellings require minimum 100 amp service. Specify an approved flashing for exterior Show location of all electrical receptacles. openings and parapet walls. Sec. 3208 25 Electrical receptacle locations and/or Show corridor width to be minimum 36". 7 spacing is not adequate Sec. 3304(b) t.u2Lt 7. Specify truss layout for 30" x 30" attic access. , At least one receptacle shall be installed other than laundry outlets. Art. 210-25(b) 198 Ridges, hips, and valleys shall in basements and attached garages, least one size larger than suPPorted ..) . Show minimum dwelling lighting (NEC rafters. Sec. 2518(h) 3 Art. 210-26(a) and GFI'S in garage, baths 199. Provide metal straps across ridge be and outdoors. NEC Art. 210-8(a). and rafters. Note "UFER" ground to be provided (NEC). Art. 250-81 3. MECHANICAL All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mecha ical Code. 3p8'"how the size, location and type of all ,heating and cooling appliances or systems. .Show source of combustionair for' f) will comply with Chaper 6, Every dwelling unit shall be provided with heating facilities capable of maintain- ing a room temperature of 70" F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. USC Sec. 1211 3pShow minimum 30" deep unobstructed working space in front of furnace. Note on plans,clearances to be per manufac- turers listing. Sec. 704 UMC Furnace shall not be installed under any stairway. Sec. 704 UMC Furnace shall not be installed in any bedroom, bathroom, closet, or in confined space with access only through such room, unless specified as direct vent appliance, enclosed furnace or electric heating appliance Sec. 704 UMC. 2 , p."Show ICSO.approval for prefab fireplace and provide approved installation instructions at job site. - /7 L. PLUMBING (Uniform Plumbing Code) All plumbing shall comply with the Uniform Plumbing Code. Show water heater size, type and - location on plans. Show method of providing combustion air to fuel burning water heater. Sec. 1307 2)8. Fuel combustion water heater shall not be 7 installed in bath or bedroom or in a closet opening into bath or bedroom. Sec. 1.309 Provide adequate barrier to protect water heater from vehicle damage. Sec. 1310 23O Show T and -P valve on water heater and 7 show route of discharge line to exterior Sec.' 1007(e) .4'1. Provide dryer vent to outside. UMC f , Sec. 1903 Note on the plan that hose bibbs and lawn sprinkler systems shall have approved backflow prevention devices. Sec. 1003 A4. Shower stall shall accomo'date a 30-circle I and have a minimum floor area of 900 sq.in. UPC 909(d) N. ,,,NOISE INSULATION (DUPLEXES) 25ø1 Show details of duplex common (party) walls / and floor/ceiling assemblies to achieve a Sound Transmission Class (SIC) rating in walls of 50 decibles and an Impact Insulation Class (tIC) rating on floor/ ceiling of 50 decibles. Title 25 20. Show how penetration 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 25 $2. Provide insulation in walls and ceiling to achieve SIC of 50 between garage and living area if garage use is not controlled by resident Title 25. N. ENERGY CONSERVATION All additions to existing residential buildings must comply with Title 24 energy regulations. Additions exceeding 30% of the existing building requires the existing and addition to have R-19 ceiling insulation if the existing ceiling area is accessible for insulation installation (120-1401(c) Specify the insulation R values for walls, ,( roof and ceiling. CR-li for walls: R-19 for ceilings, or provide details and analysis for alternate design. 120-1403 Table A & 2B. Specify the gross floor area or heated portions of the dwelling, and the area of glazed openings on the plan. (T20-1430) Y(. Provide an analysis justifying increasing the single glazed area beyond 16% of the gross floor area. Show method to reduce heat loss to that which would occur with basic glazing. (T20-1402.def.) 27.( Provide energy analysis to show that the / bonnet capacity of the gas central furnace does not exceed the building design heat loss by more than 30%. (Exceptions: 48,000 BTU Mr. output furnace. See also California Efficiency Adjustment.) 124-1404 Note on plan that all tranverse ducts, plenums, and fitting joints of HVAC system shall be sealed with pressure sensitive tape or mastic to prevent air loss. 120-1404 Note on plan that insulation of ducts shall conform to UMC Section 1005. (120-1404) 234 Note on plan that all doors and. windows to the exterior or to unconditioned areas shall be fully weather striped per ANSI Standard. (120-1403). 941 Note on plan that back draft dampers are required on all fan systems exhausting air from the building. 120-1403 27( Electrical resistance space heating shall not be used unless: 60% of heating/cooling is supplied by a nondepletable source. supplements a heat pump system. less than 10% of, total heating system. life cycle costanalysis justifies. 120-1404 28y( Note on plan that all heating and cooling equipment efficiencies shall conform to Title 20-Chapter 2, Subchapter 4, Article 4. (75% forforcedair furnaces). 28. Note on plan that no natural, gas, central 7 heating plant may be installed 'without an Intermittent Ignition Device. 120-1405 2J Electric resistance water heating is not / permitted unless verfied as' cost effective by a life cycle cost analysis. 120-1406 2)4. Outdoor pools with fossil fuel heaters / require pool covers as well as other energy saving devices such as time clocks, etc. T20-1406 0. MISCELLANEOUS Show a, minimum 2" air space and flashing between planter and building walls. Sec. 2517(e) 4B'2. Specify material to be used under the / shower tile. Sec. 1707(a) 39. Specify lath and plaster to comply with 7 Chapter 47, UBC. 3B(. Two 3/4" copper pipes must be installed from water heater location to convenient location of future solar panels (City Ord.) Provide sleeves (roof jacks) in roof for two future 3/4" copper pipes to cunvenient location'of'future solar panels (City Ord.) Note that solar water piping is to be insulated / in areas that are not heated or cooled. (City Ord.) ;.ei. See attachment for roofing requirements. fy4- S\'1Q(2A. çcuvte,(S L -J o- ecst 'J ai -m -r ci cs '- Tu 2Ji' " UJve - NOTE: The plans were reviewed based on the information shown on the plans. If the plans are in error, or changed during construction, the permittee shall contact the Building Department for review and prior approval before proceeding with the work: 0 Building plans are substantially correct and complete. By: Date: 0 Building plans would be substantially.correct and complete if minor corrections are made at counter. By: Date: 0 Building plans require major corrections and complete plan recheck, by.'plan check engin is required. pate: If you have any questions 'regarding this plan check, please call at(q4)&4. We would also be pleased to meet with you, at no charge, if additional assistance is needed. Ordinary roof coverings may be used only on buildings of Group M occupancies. (City Ord. '8093) One layer of 72-pound mineral surfaced glass fiber felt cap sheet, or Two layers of Type is asbestos fiber finishing felts. • Any Class A orB prepared roofing. Fire-retardant roofing is required on all residential Any Class C. mineral surfaced asphalt shingles laid so that there are dwellings per City Ord. 8093. not less than two thicknesses at any point and the total weight per roofing square is not less than 235 pounds. • Asbestos-cement shingles or sheets. 1979 EDITION UNIFORM BUILDING CODE 3203 , , Conèrete slab roof. , ' ' ': " Metal roof covering. (e) Fire-retardant Roof Coverings. A fire-retardant roof covering shall ' Slate shingles: be any one of the following roofings: : ' ', . • . 10. Clay or concrete roof tile. I. Any Class A or B built-up roofing assembly. ' ' . ' ' II - Any roof covering systems of wood shingles or shakes having a Any mineral aggregate surfaced built-up roof for application to , ' ' Class B rating. root's having a slope not more than 3 inches to 12 inches applied as specified in Section 3203 (d) I. consisting of not less than the following.. ' ' " ' ••. ' ROof Deck • ' ' ' . ' '' Solid surface on noncombustible materials or minimum of ½-inch ' , ' •• ' plywood or I-inch nominal boards or 'other material approved by . the building official. Base Sheet and Plies Four layers of Type IS perforated organic fiber felt, or Three layers of Type IS organic or inorganic fiber felt, and Surfacing Material 400 pounds per roofing square of gravel, crushed rock,' ceramic or approved similar surfacing material, or 300 pounds per roofing square of crushed slag. ' ' . '• ' ' ' ' ' (See U. B.C. Standard'No. 32-5 for mineral'roofing,aggregate weigh- ing less than 60 pounds per cubic foot.) Any built-up roof for 'application to roofs having a slope not less than½ inch to 12 inches applied as specified in Section 3.203 (d) 1, consisting of not' less than the following: Roof Deck , , ' ' . • . ' '• ' Solid surface on noncombustible materials or minimum of '/2-inch plywood or 1-inch nominal boards or other material approved by the building official. Base Sheet and Plies Two layers of Type 15 organic fiber felt, or , ' ' - ' ' • ' ' ' One layer of 14-pound glass fiber felt base sheet, or combination sheet,'or, One layer of Type 30 organic fiber felt, or One layer of Type 45 asbestos fiber felt base sheet, and Cap Sheets ' ' ' ' • ' One layer of 90-pound mineral surfaced organic fiber felt cap sheet (requires not less than two layers of organic fiber felt), or ' Two layers of 55-pound mineral surfaced organic fiber felt split ' ' ' ' • sheet, or • . ' ' ' ' ' ' ' ' One layer of 80-pound mineral surfaced asbestos fiber felt cap sheet, or • , ' ' ' ' ' • . Dates Jurisdiction £11 L94?t2 Pre pa'e byj 5•; •' Bldg. Dept. VALUATION AND PLAN CHECK FEE D Esgil - 4 PLAN CHECK NO.___2 BUILDING-'ADDRESS - y/2' C"9J' 4i i. . APPLICANT/CONTACT 4612005 ,/Z7A/* PHONE NO*..7? 37s BUILDING OCCUPANCY - DESIGNER PHONE t TYPE OF CONSTRUCTION CONTRACTOR PHONE___________ BTJTLDTNG POR!PTUN RTTTTSTVrNa AREA VATITA'TTAN• tlTTT - - -- .. - ... MULTIPLIER _-oe2 L-i a .: •. .-. ________ ______ .1 4 :2-, /2- • io ____ ______•• .'__________ - - - - -- - - ------------ ____________• /o _______ ••7 960 Res.. Baths. (over3) @2,200 Res.Firépiaces(P" . '@.1,760 Air Condition1ng . ' Commercial ___• - @ '•2.80 .-- Residential Fire Sprinklers-'. Res. or Comm. -•. __' .@. ___.1.50 . . Total Value? rlrthtd Handicapped • - el _--L Z5 Fee Plan Check x (I .065 COMMENTS: - • - • - S S . V 8/4/82 . __•- _____0 • • $Carlsbad Unified School District 4 ~g "T 801 Pine Avenue, Carlsbad. California 92008729-9291 S "Excellence In. Education" BOARD OF , . TRUSTEES - - THOMAS L CURTIN, M.D. President . -- JOHN J.MAMAUX - Vice President .. JUUANNELNYGAARD January 25, 1983 Clerk ,. . W. ALLAN KELLY . Member Mr. Martin Orenyak, Building arid J.EDWARDSWITZER,JR. Planning Director Member City of Carlsbad . 1200 Elm 'Avenue DISTRICT - ADMINISTRATION Carlsbad, California . . PHILIP GRIGNON, Ed.D. . Dear- Mr.- - Orenyak; S District Superintendent .. . SUSAN H. LARGEN . Reference: Mr. 'Bill Gilley and Mr. Don Gallacher Instructional Services -- 1808 and 1812 Oak Avenue DAVID WM. BATES,.SR. Employee Relations .This is to inform you that Mr. Bill Gilley and Mr. Don . Gallach, er have satisfied. their' agreement with the Carlsbad JAMES M. STARK Comptroller Unifi-ed School District in.regardto the developer fees for the above referenced properties. - RICI-IARDA. SI-IALER . . . Information Systems Sincerely, - -. K.C. DUNLAP Facilities/Services - - Comptroller ac