Loading...
HomeMy WebLinkAbout2612 LA COSTA AVE; ; 84-394; Permiter USE BALL POINT PEN ONLY & PRESS HARD APPI ICANT Tfl Fil I IN IMFAPMATIrbPJ WITI.IIPJ QWAnCn ADA AMfl f'lCf'I AflATlfI CARLSBAD BUILDING DEPARTMENT I 1200 Elm, Carlsbad, California 92008-1989 (619) 438-5525 APPLICATION & PERMIT - JOB ADDRESS - - AV.SI RD NEAREST CROSS ST. L DATE OF APPLICATION1 USINES E VALUATION i4fl ZONE PERMIT NUMBER LOT BLOCK [SUBDIVISION ASS OR RCE 0.O ' -ob CONTRACTOR . ' -z------- CONTRACTORS PHONE I 1i4--4 OWNER'S NAME I TRACTOR'S ADDRESS ' LICENSE NO. PLAN I.D. BLDG USE CODE OWNER'S MAILING ADDRESS '1 7SS L Vii'\ * . LICENSE e STANDARD PLAN # - BUILDING SO. FOOTAGE DESCRIPTION OF WORK DESIGNER'S ADDRESS DESIGNER'S PHONE - - . - -, - - - F/P FLA ELEV. YO ND I NO 0 GP EDU / CENSUS TRACT-1 — - GP LAND USE PARKING fpAC RES UNITS / GRADING PERMIT ISSUED I Y N o REDEVELOPMENT AREA D NO , , ' J TfiPE 0CC LOAD ' I FIRE SPA YO rq QTY. PLUMBING PERMIT - ISSUE QTY. MECHANICAL PERMIT - ISSUE, - U[JUi3'd 9/U7/ 8023 SUMMARY/ACCOUNT-NUMBER 84 5L1 EACH FIXTURE TRAP I INSTALL FURN. DUCTS UP TO 100,000 BTU BUILDING PERMIT 01:00.00.8220 - / EACH BUILDING SEWER 44 - OVER 100,000 BTU _. - SIGN PERMIT -. 01-00-00-8221 EACH WATER HEATER AND/OR VENT 2,Z BOILER/COMPRESSOR UP TO 3 HP , PLAN CHECK 01-00-00-8806 I EACH GAS SYSTEM-11TO 4 OUTLETS BOILER/COMPRESSOR 3.15 HP ' -- TOTAL PLUMBING 01-00-00-8222 EACH GAS SYSTEM 5 OR MORE METAL FIREPLACE ELECTRICAL 01-00-00-8223 EACH INSTAL.. ALTER, REPAIR WATER PIPE . VENT FAN SINGLE DUCT MECHANICAL 01-00-008224 / EACH VACUUM BREAKER , MECH EXHAUST - HOOD/DUCTS ' MOBILEHOME - 01-00-00'8225 WATER'SOF TINE R - •.' ' . RELOCATION OF EA FURNACE/HEATER MOBILEHOME PARK INSP - - EACH ROOF DRAIN (INSIDE) . ' SOLAR / 01-00-00-8226 TOTAL MECHANICAL , ' STRONG MOTION 80-92-33-0519 :\OTAvL PLUMBING FIRE SPRINKLERS — 01-00-00-8227 OTY. ELECTRICALPERMIT - ISSUE - QTY. SOLAR -ISSUE - '$- , PUBLIC FACILITIES FEE 32-00-00-8930 BRIDGE FEE NEW CONST EA AMP/SWTBKR 10D 2..S.. COLLECTORS . ' . - SCHOOL FEE - DISTRICT 1 PH 3 PH ' -STORAGE TANKS . Carlsbad 80-92-21-0519 _ EXIST .BLDG EA AMP/SWT/BKR ' • ROCK STORAGE • - ' Encinitas ' 80-92-22-0519 I PH-, - - 3 PH - PUMP San Dieguito 80-92-23-0519 __ REMODEL/ALTER PER CIRCUIT ' . PLAN CHECK FEE San Marcos 80-92-24-0519 _______________ TEMPPO,LE 200AMPS OVER 200vAMPS _. . ' LICENSE TAX O1-O0'0O-8162 TEMP OCCUPANCY (30 DAYS) MFF80-92-57.0519 /_0.'.'o CREDIT DEPOSIT TOTAL ELECTRICAL _ TOTAL SOLAR - TOTAL FEES PA _72_3,j-/- - I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY I Expiration. Everypermit issued by the Building'Official under the provisions , ofthis * AN OSHA PERM1T IS REQUIRED FOR EXCAVATIONSOVER CERTIFY UNDR PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code shall expire by limitation and become null and void, If the building or work 50" DEEP AND DEMOLITION OR CONSTRUCTKN OF - aulhorrzed by such permit is not Commenced within 1 BO days from Ihe dale of such DECLARTlONSPRErTRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A P,ERMIT IS permit, or if the building or work authorized by such permit IS suspended or STRUCTURES OVER 3 STORIES IN HEIGHT ISSUED: TO COMLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CON abandoned at any time aft_I commenced for a period of 180 days . STRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND APP OWNER 0 CONTRACTOR d APPD_BY '' D EXPENSES _WHICHMAYINANYWAYACCRUEAGAINSTSAIDCITYINCONSEQUENCEOFTHE GRANTING OF THIS PERMIT. BY PHONE D -- - 0 I hereby affirm that I am licensed under - provisions of Chapter .9'(commencIng with Section 7000) of Division 3 of the Business and Professions Code, and my license Is in full foEceapd ef act. ass Lrc N rm I I exempt tr the C C' or's License Law jo the following gy If ISec. 7031.5 Business and Protes as Code: Any(tt r county which re' quires a permit to Construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the ap- plicant for such permit to tile a signed statement that he is licensed pursuant to the provisions of the Contractor's - License Law (Chapter 9 Commencing with Section 7000 01 Division 301 the Business and Professions Code) or that is no' empl therefrom and the basis or the alleged exemption. Any violation of Section 7031.5 by an applicant for a permit sub- jects the applicant to civil penalty of not more than tine hun- dred jloltàrs ($500): - t, as owner 01 the property, or my employees With wages as their sole compensation, will do the work, and the struc' - lure is not intended or offered for sate (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 t employees, provided that such improvements are not intend-ed or offered for sale. 1, however, the building or improve- moot is sold within one year 01 completion, the owner-builder will have the burden Of pruning that he did not build or im- prove for the purpose of sate(. 0 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 loan owner of property who builds or im- proves thereon, and who contracts for each projects with a contractor(s) license pursuant to the Contractor's License Law). O As a homeowner tarn improving my home, and the follow-ing conditions exist: The work is being performed prior to sate. I have lived in.my home or twelve months prior to completion of this work. ' I have not claimed this exemption during the last three years. tam exempt under Sec. ___________________ , B & P.C. for this reason . — o f hereby afkrm thatt have aCertnfncate 01 consent to setf-rnsure. ,r a certificate 01 Wo rkers' Compensation tnsn3rance, or a cerinlned COPY thereof (Sec. 3. LaborCode) POLICY NO, COMPANY C) Copy IS bled with the city C] Certified copy is hereby furnished CERTIFICATe OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be Completed if the t)errnI is lOs one hundred dollars t$1091 or tess) 0 I cerifyrhal in the perlormance of the work for which this permit m issued. I shall not employ any person fl any manner so as to become svbteCl to he Workers Comperrsafon Laws 01 Cahlorna NOTICE TO APPLICANT It. after making this Cert fcate of Eeemplon, you should become svbleCt I'D the Workers Compensation provisions 01 the Labor Code, you must IOrthwth Comply with such provisions or this permI shall be deemed revoked r 0 I hereby afkrrr that there is a construction I lending agency for the performance of the worfior which this permit is issued ISeC 3097. Civil Code) ZI WI Lender's Name —ii L Lender's Address V 0061f'6 - - TYPE I DATE INSPECTOR BUILDING,, FOUNDATION,' (A REINFORCED STEEL MASONRY GUNITE OR GROUT FLOOR & CEILING SUB FRAME SHEATHING E ROOF 0 SHAR FRAME EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL 92_ PLUMBING SEWER AND BL/CO DIPLICO I UNDERGROUND 0 WASTE 0 V1ATER TOP OUT STE 0 WATER TUB AND SHOWER PtkN GAS TEST f 0 WATER HEATER 0 SOLAR WATER ELECTRICAL o ELECTRIC UNDERGROUND 0 OFFER ROUGH ELECTRIC O ELECTRIC SERVICE 0 TEMPOP#R O BONDING 0 POOL MECHANICAL 0 DUCT & PLEM., 0 REF. PIPING - HEAT - AIR COND. SYSTEMS VENTILATING SYSTEMS GALL FOR FINAL INSPECTION WHEN ALL APPROPRIE4TE ITEMS ABOVE HAVF BEEN APPROVED. I PLUMBING - ELECTRICAL MECHANICAL SPECIAL I.I'I.E - FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTOR'S NOTES . INSPECTORS DATE • INSP -CTION REQ. IF — CHECKED APPROVAL SOILS COMPLIANCE :-. •,, PRIOR TO FOUNDATION INSP :. STRUCTURAL CONCRETE OVER 2000 PSI ' PRESTRESSED CONCRETE POST TENSIONED CONCRETE - ' ---' PLANNING, UTILITIES ,,7-io:,,INEERlN5FIRE, j FIELD WELDING HIGH STRENGTH -BOLTS --F1NET1NSPECTION NOTICE _/ Date SPECIAL MAR- Address Plan # j3y4 P PILES CAISSONS E Type of Construction c. C - Person to Contact Ph. No. /3?I 'T - - Engineering 0 1 Department _691 Date /.#49'_ApprovØ' Fire Prevention Date Approved Planning R Department Date Approved E 7 Utilities Q Department Date _Approved U El____ Comments: S • Tv', - IF A RESPONSE IS NOT RECEIVED WITHIN 24 HOURS, IT WILL BE ASSUMED IT IS OKAY TO FINAL. • -L.--.---_... ' I .•').t1 __________ ______ L_. ' • ' - hereby affirm that I am licensed under-- , .0 provisions of Chapter 9 (commencing with - ' Section 7000) of-Division 3 of the Business and Professions Code, and my license is In i fill I full force and effect. -- - 'I Lic No 433705 Class - _C-lU I hereby affirm that I am exempt from the Contrac - _tor's license Law for the following reason (Sec. 7031 5 Business and Professions Code: Any City or County which re- i - quires a permit to Construct, alter, improve, demolish, or 5repair any structure, prior to its issuance also requires he ap- plican! for such permit In tile a signed statement that he is I licensed pursuant to the provisions of the Contractors License Law (Chapter 9 commencing with Section 7000 of Division 301 the Business and Pretensions Code) or that is en' I empl therefrom and the basis for the alleged exemption. Any - violation 01 Section 7031,5 by an applicant for a permit sub- jects the applicant to a civil penalty 01 out more than tine hun- dred dollars ($500). - .......- - - 0 I, as owner of the property, or my employees with wages full I - ' as their solo compensation, will do the work, and the struc- o 'lure is not intended or offered for sale (Sec. 7044, Business ,J Professions Code: The Contractor's License Law does I and pet apply to an owner 01 property who builds or, improves • -thereon and who does such work himself or through his own - -s employees, provided that such improvements are not intend-i. I Z uu red or offered for sate. It, however. the building or improve- -. mont is sold within one year 01 completion, the owner-builder will have the burden 01 proving that he did not build or im- I -o prove for the purpose of sale). - - - I. as owner 01 the property, am exclusively contracting i • With licensed contractors to construct the project (Sec. 7044. " Business and Professions Code: The Contractor's License Law does not apply loan owner 01 property who buildC or im- proves thereon, and who contracts for each projects with a U) , Z - contractor(s) license pursuant to the Contractor's License • r')' -. -0 Asa homeowner I am improving my home, and the tollow' 4 in9 conditions exist: r. .- " " 'Ib - 1'; The workisbeing performed prior to sale. - - 2: I have lived in my home for twelve months L) prior to completion 01 this work I W - 3, I have, not claimed this • exemption during the 0 lust three years. I - 0 lam exempt under Sec. ' - - - B'&P.C.. torthisroasoo • '. - t h6lebyalt rm hat ha e aceRm cate 01 con or - - sell-insure, or a certificate 01 WOr '5' 'Compensation Insurance or a certified copy th reot (Sec. 3, Labor Codel - POLICYNO 76435001737 ' Z COMPANV ARGONAUT Copy is filed with the City.. 0 ernitied copy is hereby furnished 0 CERTIFICATI.OF EXEMPTION FROM - WORKERS' COMPENSATION INSURANCE - - ' (This section need not be completed it the permit Lu is for one hundred dollars l$1091 or less) III:0 I cerr.ty that-sn the performance 01 the work for o whiCh this permit is issued, 'shall not employ any S - person in any manner so as to become subject to - the Workers' Compensation Laws 01 California I - NOTICE TO APPLICANT it.'atIr-making thiS Ceti,- - ticate of Edbrnptioh you should become'sublecl I'S - the Workers' Compensation provisions ol'the Labor Code, you must forthwith comply with such 1 - provisions or this permit shall be deemed revoked ff,rm that there is a construction 0 I hereb'y - at fir I lending agency for the pervorrnarrce 01 the wow to, I whiCh this permit is issued Sec 3097, Civil Code) - LLI Lender's Name - • ' , ' L 'Lender's Address USE BALL POINT PEN ONLY & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS -. . CARLSBAD BUILDING DEPARTMENT ' APPLICATION &PERMIT 1200 Elm, Carlsbad, California 92008-1989 (619) 438-5525 ' JOB ADDRESS AV, ST. RD. NEAREST CROSS ST. DATE OF APPLICATION BUSINESS IC SE # VALUATION PERMIT NUMBER 2612 LA COSTA AVE VIEJO CASTILLA [10/09/84 64341,X LOT BLOCK SUBDIVISION ASSESSOR PARCEL NO. CONTRACTOR - - CONTR4TORS PHONE U Y ZONE ll OWNER'S NAME OWNER'S PHONE JOHN F. SNYDER ELECTRIC CO., 14C. 942-9222 S.. PLAN 1:0. # BLDG USE CODE McGU IRE DEVELOPMENT 438-2898 CONTRACTOR'S ADDRESS - - LICENSE NO. 348 N. ACACIA AVE, SOLANA BEACH 433705 OWNER'S MAILING ADDRESS DESIGNER - FIJERTE 1A COSTA LICENSE A STANDARD PLAN # BUILDING SO. FOOTAGE 7533 EL DESCRIPTION OF WORK NEW CONSTRUCTION - DESIGNER'S ADDRESS - - - DESIGNER'S PHONE - -- - - - . F/p FIR ELEV.' - NO EDU - - - - - STORIES 'D ND 0CC GP O(JUUi'7-1W/U9/ 814 •115 CENSUS-TRACT ' CP LAND'USE PARKING SPACE RES UNITS heADING PERMIT ISSUED REDEVELOPMENT • TYPE 0CC LOAD FIRE SPR AREA I- CONST - ' - . u• _ , - - • - TO N 0 YO NO vD NO Not Valid Unless Machine Certified - QTY, PLUMBING PERMIT - ISSUE -. r7... QTY. - MECHANICAL PERMIT - ISSUE - - SUMMARY/ACCOUNT NUMBER EACH FIXTURE TRAP- - . INSTALL FURN. DUCTSUP TO 100,000 BTU - BUILDING PERMIT 01.00.00:8220 - EACH BUILDING SEWER _.- . - - - _-OVER 100,000 BTU ,-- - -- - , - - .sF)PERMIT --..O1'00-OO'8221. EACH WATER HEATER AND/ORVENT ' BOILER/COMPRESSOR UPTO3HIP • PLAN CHECK O1'OO'00-8806 EACHGASSYSTEM110-4OUTLETS'. ' - BOILER/COMPRESSOR3.15HP -, TOTAL PLUMBING O1'OO'OO'8222 - ' -EACH GAS SYSTEM S 0-A-MORE - - - , METALFIREPLACE. _- ... __- -..ELECTRICAL - _01'00'00'8223. -- - EACH INSTAL,. ALTER, REPAIR WATER PIPE - . VENT FAN SINGLE DUCT ' . MECHANICAL 01-00-00-8224 EACH VACUUM BREAKER MECHEXHAUST _H000/OUCTS MOBILEHOME 01_00008225 - WATERSOFTNER -- -•,,- ,. RELOCATIONOFEAFURNACE/HEATER - ---,-.- -•.- EACHROOFDRAINNSI0EI -, MOBILEHOMEPARKINSP ::::::[ ' SOLAR TOTAL MECHANICAL TOTAL PLUMBING' _--" STRONG MOTION -.•80-92-33.0519_- - - -. FIRE SPRINKLERS O1-O0-O0'8227 OTY ELECTRICAL PERMIT ISSUE QTY SOLAR ISSUE PUBLIC FACILITIES FEE 32_0000_8933 BRIDGE FEE - 'NEW CONSTEAAMP/SWT!BKR - - COLLECTORS - SCHOOLFEE -DISTRICT 1PH 200/43/17 3PH - STORAGE TANKS . Carlsbad 80-92-21-0519 'EXIST BLDG EA1AMP/SWT/BKA , - - ' ' ROCK STORAGE - - ' Encinitas __80'92-22'0519 - - - - 1PH 3PH - ,, -,. PUMP -'-- - San Dieguito 80'92'23-0519 REMO DIE L.'ALTER PER CIRCUIT ' ' . PLAN CHECK FEE ' San Marcos -80'92-24'0519 - - - ,TEMPPOLE _200AMPS. _•-- - ' - --. . .- .-.. _,.••-. . , - • 'OVER200A'MPS -.'- - LICENSETAX01-00-00-8162 ' TEMP OCCUPANCY (30 DAYS) -, ' . - - - - ' - - - --•- - CREDIT DEPOSIT TOTAL ELECTRICAL __ - ' - ,- TOTALSOLAR , - - TOTAL FEES PAYABLE I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY C Expiration, Every permit issued by the Building Official under the provisions otthis 111,AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER ode shall expire CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE a hieit ccommen uthc~rized by sucrmt is noDECLARATIONS ' 0" DEEP AND DEMOLITION OR CONSTRUCTION OF 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 suspended or STRUCTURES OVER 3 STORIES IN HEIGHT ISSUED: TO COMPLY WITH ALL CITY. COUNTY AND STATE LAWS GOVERNING BUILDING CON- abandoned SI any time after the work is commenced for ape riod01180days. STRUCTION. WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND APPLICANT'S I NAT - V-i APPROVED BY DATE URE rt KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND SIGNATURE OWNER CONTRACTOR -. - ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.WAY BY PHONE o TYPE DATE INSPECTOR BUILDING I FOUNDATION REINFORCED STEEL MASONRY GUNITE OR GROUT FLOOR & CEILING SUB FRAME SHEATHING 11 ROOF 0 SHEARS FRAME EXTERIOREXTERIOR LATH INSULATION I INTERIOR LATH & DRYWALL PLUMBING SEWER AND BL/CO DIPLICO UNDERGROUND 0 WASTE 0 VATER TOP OUT 0 WASTE 0 WATER TUB AND SHOWER PAN GAS TEST D WATER HEATER D SOLAR WATER ELECTRICAL ELECTRIC UNDERGROUND 0 UFFER ROUGH ELECTRIC /O/'"h/ )4/' ELECTRIC SERVICE 0 TEMP011ARY 0 BONDING 0 POOL MECHANICAL DUCT & PLEM., 0 REF. PIPING HEAT - AIR COND. SYSTEMS VENTILATING SYSTEMS CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED. FINAL PLUMBING ELECTRICAL MECHANICAL GAS BUILDING N '.SPECIAL CONDITIONS H FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTORS NOTES - INSPECTION REQ. IF CHECKED APPROVAL DATE INSPECTORS PRIOR TO FOUNDATION INSP SOILS COMPLIANCE STRUCTURAL CONCRETE OVER 2000 PSI PRESTRESSED CONCRETE POST TENSIONED CONCRETE FIELD WELDING HIGH STRENGTH. BOLTS SPECIAL MASONRY PILES CAISSONS -S .5 5 SS 4 - ESGIL CORPORATION - 9320 CHESAPEAKE DR., SUITE 122 SAN uwtm CA 9212 (619) 60-1468 S779- Z -'VS 61S TA-"trnLL1 - / .4.' : LI 07— 331 QCitp at CárIbab (S1r\1t vu, i\L. JURISDECTION: DATE___________ PROJECT ADDRESS: ciz L Cosr TO: PLAN CORRECTION SHEET SINGLE FAMILY AND DUPLEX DWELLINGS Plan Check No. 84L -3?tI.Z r:te plans received by jurisdiction Date plans received by plan checker .'W°4' 9/(.. Date initial plan check completed- /'/. !/lpby 7aq FOREWORD: PLEASE READ 'Tel. (619) 560.1468) 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 or other departments. The items circled below need clarification, modification or change. All circled items have tc 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. PLANS Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: 57t'. O'r I 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 n the o no erson res o s le for APPLICANT COPY PLAN CHECKER COPY 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 curh 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) D. FIR PROTECTION 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) 1/ Projections, including eaves, shall be one- hour fire-resistive construction, heavy timber or of non-combustible material if they project into the 3' setback area from the property line. Sec. 1710 Show location of Permanently wired smoke tccto Sec. 2 IOL C. ROOM SIZES, 1.1CM?, VENTILATIONS AND GLAZING One room must contain a minimun of 150 square / feet of superficial floor area. Sec. 1207(b) zi. Habitable rooms, other than kitchens, shall ( contain at least 70 square feet of floor area. Sec. 1207(b) Window area must be at least 1/10 of the ( floor area and a minimum of IC 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 5 square feet. In bathrooms, laundry rooms and similar rooms. Minimum is 1.5 sq.ft. (Eec.1205(a) XOne-half of all required window area must be openable in 3 . Provide mechanical ventilation capable of f 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 coiling height for habitable / Sec. is a minimum of 7'6. Sec. 1207(a) /Show ceiling height for Laundry rooms, PO.Handrailsshall satisfy the following: hallways, corridors, and bathrooms ts a -ovide handrail for stairways over 30" minimum of 7'O". Sec. 1207(a) gh when serving a single dwelling. Title 24, Sac. T25-22(b) 30 clear width for water closet ),Provide 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) Handrail projecting from a wall shall No cooking room shall be used for sleeping 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 safety glazing for glazing in hazardous 3y"Specify be not less than I 1/4" nor more than locations such as glass doors, glazing 2" in cross-sectional dimension. Sec. 3305(j) (see attached) 'adjacent to such doors and glazing adjacent s/ Every stairway landing shall have a dimension, in direction to walking surfaces Sec or 071 ( measured the of travel, at 1 be ed i°i1.5 least equal to the stairway width. EG1azinq:i:n9:hower .ud rov Sec. 3305(g) door may open over a stairway landing .L Sleeping rooms shall have a window or provided the door, in any position, does not reduce the clear area the Landing, of exterior door for emergency exit. Sill height shall not exceed 44" above the floor. in the direction of stairway travel, to The window must have an openable area of less than one-half the required width of at least 5.7 square feet with the minimum the stairway. Sec. 3305(g) openable width 20" and the minimum openable 24". Sec. 1204 3 A door may open inward at the top step of a stairway provided the top step is not /aves and cornices may not project intoE more than 7 1/2" lower than the floor level. a required yard more than 2 inches for each, Sec. 3303(i)2 foot of yard width if required windows pen into the yard. Sec. 1206(d) (. Provide details of winding stairway. Minimum tread is 6 inches at any point A m ezzanine is an intermediate floor and and minimum 9 inches at a point 12 inches may not have a floor area exceeding 33 1/3 from the side of the stairway. percent of the total floor area in the room below, and the mezzanine floor must have Maximum rise is 9 inches. a clear height of 7 feet, above and below, and Minimum width is 30 inches. Sec. 3305(d) must have 651 of the Long side open to the (see attached) room below. A 47 The loft you show does not comply as a / mezzanine floor and is, by Building Code definition, a story___________________________ D. EXITS, STAIRWAYS, AND RAILINGS 11o0r5 above the second story shall have not less than 2 exits. Sec. 3302(a) 4)? Required exit doorways shall be not less / than 36" in width and not less than 6-8" ' in height, and shall be capable of opening at least 90 degrees., Sec. 3303(e) /7. Provide 36" high protective railing for porches, balconies, and open sides of landings Maximum opening between railings shall be less than 9". Sec. 1716 4)? Show how guardrail connection details are adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B Provide stairway and landing details. / Sec. 3305(b) 5 (c) Maximum rise 8" and minimum rim is 9". Minimum head room is 6-6". C. Minimum width is 30". S. Provide spiral stairway details: I a. Minimum run is 7 1/2 inches at a point from where the tread is the narrowest. 5. Maximum rise is 9 1/2 inches. Minimum headroom is 6 feet 6 inches. Sec. 3305(f) (see attached) 5.]. Sprial stairways may not be used for required / exits when the area served is greater than 400 sq. ft. Sec. 3305(f) ,4. Spiral stairways must have a clear walking I space of 26 inches between the column and handrail. Sec. 3305(f) Provide I.C.3.0. Reasearch Report and Number f for metal stairway, or submit plans and calculations and approved fabricator' registered with the Building Department or note that the stairway fabrication shall be done under special inspection per the approved fabrication plans. Sec. 306(a)48 and Sec. 306(f) I. In buildings over 2 stories in height, provide 3/4 hour fire-rated assemblies for all openings in the exterior wall below or within 10 feet horizontally of an exterior stair-way. An exit balcony with 2 separated stairways is exempt. Sec. 3305 Exterior stairways shall not project into the 3 foot setback from, the property lines. Sec. 3305(n) The walls and soffits of the enclosed useable 0w I 3/8' solid core self-closing door I space under interior stairs shall be protected for openings between garage and dwelling. on the enclosed side as required for one-hour Sec. 503(d) fire-resistive construction. Sec. 3305(m) 103 Garages are not permitted to open into ,,, Minimum construction specifications shall a room used for sleeping purposes. Sec. 1104 be made a part of the approved plans. . Openings between carport and residence (See attached) require self-closing doors and stationary windows. Sec. 1214 E. ROOFING 105. Show garage framing section, size of header / 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 28'. Table 24-I Specify roof material and application. ). Doors between dwellings and attached garages may swing in either direction provided Specify I.C.3.O. approval number for roof the difference in floor elevation between 72. materials not covered in UBC. the dwelling and garage does not exceed. Specify roof slope for drainage or design 7 1/2 inches and provided the door is not used the to support accumulated water. Sec. 3207(a) as primary means of egress from the. building. Show roof drains and overflows. Sec. 3207(a) If the difference in floor elevation exceeds Provide skylight details to show compliance 7 1/2 inches, or if the door is used as with Sections 3401. and 5207 or provide ICBO the primary means of egress from the bilding, approval number, additional steps or landing must be provided in accordance with stairway requirements, Y. Provide plastic roof panel details to show and the door must not swing over the depressed compliance with Section 5206 or provide ,level. (see 3303(i)2 and 3305 (g). number. . Provide 18' raised platforms for any FAU, / ICBO water heater, or any other device which Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attice may generate a flame or spark. - area if at least 501 of the required vent Note that continuous fire wall protection is at least 3 feet above ceiling joists. shall be installed behind raised platform(s) Sec. 3205(c) - prior to framing platform. H. MASONRY ProvideS fireplace construction details or f note construction to be per attached fireplac standard drawing. Sec. 3707 Show veneer support and connections comply ( with Sec. 3002, 4,5,6. and Sec. 2516(a) regarding ties and #9 wire in horizontal joints or note construction to be per attachec sheets 30-I or 30-2. Show height and construction details of all masonry walls. Chapter 24 Note that cleanout openings shall be' provided / at the bottom of all cells to be grout filled over 4' in a single pour. Cleanout shall be sealed before grouting, after inspection. Sec. 2415 Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Sec. 2310 Provide material specifications for mortar, grout, masonry and reinforcing steel. / Sec. 2403 9/. Show how masonry house walls retaining earth / are to be waterproofed. Provide detail. 4'. Note that special inspection of the masonry ( will be required for________________________ C. GARAGE AND CARPORTS .Garage requires one-hour fire protection ..' on the garage side of walls and ceilings common to the dwelling. Table 5-8 Sec.503(b l~-All elements supporting floor above garage / to have one-hour-fire-resistive protection on the garage side. Sec. 503. Beams and posts, not within the wall or ceiling con- struction, must comply with (JBC. Table 43-A, or be minimum 6' dimension beam and minimum/ 9' by 8' post. FOUNDATION REQUIREMENTS Note on plans that'A soils engineer shall evaluate any unanticipated uncompacted fill or expansive soil or other soii problems disclosed during construction'. Sec.306(a)I2. Submit soils classification determination by a licensed engineer or architect based on observation, tests, borings, or excavations, and containing comments on the degree of expansiveness, compressibility and bearing value. Sec. 2905 Note on the plan the soils classification, whether or not the soil is expansive, and note the allowable bearing value. Sec. 2905 The foundation plan does not comply with the soil report recommendation for this project 123. Provide notes on the foundation plan listing the soils report recommendations for foundations. slab and building pad preparation. 24. 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: the building pad was prepared in accor- dance with the soils report: the utility trenches have been properly backfil1ed and compacted, and: the foundation excavations, forming and reinforcement comply with the soils report and approved plan.' 25. Provide spread footings for concentrated loads designed for 1,000 PSF soil bearing or per bearing value as determined by an engineer or architect. Chapter 29 --J— '4 /6- Show height of all foundation walls. Chapter 23 /Note cross bridging or blocking. Floor joists and rafters more than 12" in depth Show height of retained earth on all foundation and spanning more than 8 feet shall be walls. Chapter 23 supported laterally by bridging at intervals S . Show distance of foundation to edge of not exceeding 8 feet. Sec. 2506(9) / cut or fill slopes and show steepness and Show blocking at ends and at supports heights of cuts and fills. Chapter 29 of floor joists, and for rafters at exterior 9. Note on plans that wood shall be 6" above walls. Sec. 2506(g) finish grade. Sec. 2417(c) . 164. Show solid blocking at ridge line and Note on plans that surface water will drain at exterior walls on trussed roofs. away from building and show drainage pattern and key elevations. Sec. 2905(f) Sec. 2506(q) Show double joists. Floor joists shall Dimension foundation per Table 29A. be doubled under bearing partitions running arallel with the joists. Sec. 2518(4) 5 yhow rafter ties. Rafter tas shall be TABLE NO. A—FOUNOAONS FOR STUD BEARING spaced not more than 4 feet oncenter WALLS—MINIMUM REQUIREMENTS where rafters and ceiling joists are not narallel Sec 2518(h) DEPTH or FOUNDATION WIDTH THICKNESS DELOW NuMet! THICKNESS OF OF OF NATURAL OF FOUNDATION W*U. FOOTING FOOTING SURFACE STORIES ((aches) ((aches) (Inches) OF GROUND AND FINISh CONCRETE UNIT MASONRY GRADE (Inches) 1 6 6 12 6 2 8 8 15 7 18 3 10 10 18 8 24 167. Show rafter purtin braces to be not less than 45 degrees to the horizontal. Sec. 2518(h) Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed.) Show double top plate with minimum 48" lap splice. Sec. 2518(g)4 Show nailing will be in compliance with Table 25-P. cz ---------------------- - NOTES: 7 . cnww&,aa ssa a..u)n uewntn stories, oacween top story and roof space, at ceilings %Theyr unusual condjtjoun or frost conditions are found, footings and and floor levels in interior and exterior foundations thsll be as required in Section 29071a. 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 (ootine. • 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 / equal. Sec. 2517(c) 3. ,or stair run adjoining stud walls and partitions, at perimeter of sliding door pockets. • 7. Show foundation bolt size and spacing. . between chimney and wood frame using metal Sec. 2907(e) or incombustibles for the fire stop and /Specifysize, ZCBO number and manufacturer at other places that could afford passage of power driven pins. Show edge and end distance and-spacing. Sec, .306(f) ).Y( of flame. Sec. 2517(f) Show stud size and spacing. Maximum allow- 13 . Show size, imbedment and location of hold - able stud heights: 2"x48 16" is 14'; down anchors on foundation plan.. Sec. 2312(f) 3x4&2x69 161o.c. is 20'. Sec. 2518(g)2 13 . Note on plan that hold down anchors must Note an A.I.T.C. Certificate of Compliance be tied in place prior to foundation inspection, for glued laminated wood members shall Sec. 2312(f) be given to the Building Inspector prior to erection. Sec. 306(f) )4'-Show adequate footings under all shear walls. Sec. 2311(e) 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) ~7 ( Specify nail size and spacing for all shear walls, floor and roof diaphragms. Show minimum 19" clearance from grade to Indicate reqezired blocking. Maintain bottom of floor joists and minimum 12" • maximum diaphragm dimension ratios. clearance to bottom of girders. Sec. 2517 (Tables t,J,K). 140. Show pier size, spacing and depth into Show 3"x4" or 2"x6" studs in first itory undisturbed soil. Table 29-A of three story building. Sec. 2518(f) A. Show minimum under floor access of 18"x 24". Sec. 2517 . Provide truss details and truss calculations. Show minimum under floor ventilation equal Provide roof framing plan. Sec. to 1 1/2 sq. ft. for each 25 lineal feet I Provide framing sections through____________ of exterior foundation with openings as close to corners as practicable to provide cross ventilation on at least two approximate- Section 302(a) 7 ly opposite sides. Sec. 2517 180. Specify all header sizes for opening over I I. FRAMING 4' wide. Sec. 2518(g) 7 / Show all joists, rafters, beams, and posts rovide calculations for U 0 t_) 5A 2" to 4" thick to be No. 2 Grade Douglas Fir-Larch or better. All posts and beams Section 302(a) 7 9J-'taC. 5* and thicker shall be No. I Grade Douglas Fir-Larch or better. (Table 25-A-1) 2. In areas subject to water splash and in exterior locations, wood columns and posts )fll. Show wall bracing. Every exterior wood shall be supported by piers projecting 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 foun- let-in brace or equivalent. Sec. 2518(g)S dation grade redwood or cedar. Sec. 2517(c)4 / Y . Show access to the attic or under floor furnace to be minimum 30 inches by 30 inches. Sac. 708 £ 709 UNC Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Sec 708 ((MC Show permanent electrical outlet and lighting fixture controlled by a switch / for the attic furnace. Sec. 708 (iNC Show details to comply with Section 109 for furnace under the floor, Section 708 for attic furnace, or Section 710 for 7. Wood shear walls shall not be used 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),PP less shall be effectively draft stopped Gypsum lath and plaster, gypsum sheathing at each floor or ceiling. UOC Sec. 1706(a)6 board and gypsum wallboard shall not be used in vertical diaphragms to resist K. ELECTRICAE. (National Electrical Code) forces imposed by masonry or concrete All wiring shall comply with the National Electrical construction, Table 47-1 Code. framing shall be solid blocking.. Sec.2518(g)6 service If cripple wall studs are less than 14' Note on the plan the amperage of electrical Cripple wall studs exceeding 4 feet in . rf the electrical installation is more height shall be 3 inch by 4 inch or 2 an 200 amperes, show panel location inches by 6 inches when supporting 2 stories. and orovide a single line diagram and Sec. 2518(g)6 load calculations including: Show plywood sheathing over exposed eaves, a. Wiring method employed. Sizes of all conductors, switches, or other weather exposed areas, is exterior b. circuit breakers, fuses, and conduits. grade. Sec. 2517(g) 3 C. Approximate length of service feeders. 193. 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. 4 • Provide an approved waterproof building e. Provide typical panel schedule(s). paper under wood siding. Sec. 1701(a) Dwellings require minimum 100 amp service. Specify an approved flashing for exterior Show location of all electrical receptacles. openings and parapet walls. Sec. 3208 Electrical receptacle locations and/or Show corridor width to be minimum 36". spacing is not adequate in ________________ / Sec. 3304(b)1 . SPecifY truss layout for 30" x 30" attic At least one receptacle shall be installed access. Ridges, hips, and valleys shall be at / outdoors, in basements and attached garages, other than laundry outlets. Art. 210-25(b) least one size larger than supported Show minimum dwelling lightin 1.101 _a NEC rafters. Art. 210-26(a) and GF±'S inc s and rafters. straps across ridge . Note "UFER" ground to be provided (NEC). Provide metal Iva and outdoors. NEC Art. 210- Art. 250-81 J. MECHANICAL All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. L. .00 Show the size, location and type of all PLUMBING (Uniform Plumbing Coda) heating and cooling appliances or systems. All plumbing shall comply with the lJnifrom Plumbing Code. 20 . Show source of combustion air for furnace Show water heater size, type and will comply with Chapar 6, U.M.C. 20 Every dwelling unit shall be provided with location on plans. heating facilities capable of maintain- Show method of providing combustion air ing a room temperature of 70 F. at 3 to fuel burning water heater. Sec. 1307 feet above the floor in all habitable Fuel combustion water heater shall not be rooms. Show basis for compliance. ((BC installed in bath or bedroom or in a closet Sec. 1211 opening into bath or bedroom. Sec. 1309 203 Show minimum JO" deep unobstructed working , 3.a4 Provide adequate barrier to protect water space Ln front of furnace, heater from vehicle damage. Sec. 1310 20 Note on plans,clearances to be per Show P and P valve on water heater and turers listing. Sec. 704 ((MC show route of discharge line to exterior 205 Furnace shall not be installed under any Sec. 1007(e) stairway. Sec. 704 ((MC 44 Provide dryer vent to outside. ((MC 20 Furnace shall not be installed in any Sec. 1903 bedroom, oathroom, closet, or in confin Note on the plan that hose bibbs and lawn space with access only through such room sprinkler systems shall have approved unless specified as direct vent appliance, enclosed furnace or electric heating appliance. backflow prevention devices. Sec. 1003 Sec. 704 ((MC Show IC3O approval for prefab fireplace /4. Shower stall shall accomodate a 30"circle and have a minimum floor area of 900 sq.in. ((PC 909(d) and provide approved installation instructions at job site. location of attic access with minimum size 22 x 30". See. 3203 Show draft separation for attic areas / in excess of 3,000 sq.ft. Sac. 3205 Show draft seoaracion. for space between / dropped ceilings and floor above in excess / of 1,000 sq.ft. Sec. 2517 1$. Specify plywood grade and panel indenti-/ / fication index. Table 25-1 iØ. When roof pitch is less than 3:12, design / ridge as a beam. Sec. 2518 (h) / OSE43ULATION (OUPtEXESI show 4.tiL5 of duplex OflOfl party) w3115 And oor. :.iline issumolies to scni.ve 1 Sound 7ransmtsslOn C1.42s rae&t%q in ...alLi of 1.1 t.CtUt'I .ftid in ciffo&ct Ensulaclon class 11 rating on tiour. .4 ceiling of iO .acioles. TitLe 25 Show now penetration of asamootias for pipLfl. electrical devices. recessed cabinets. bacntuCs. soffits. or eat&ng venCJ.la'g. or e%liaust ducts shall be sealed. Lifted. or insulated to ntaiit required sound 16/ = eranislion rating. TitLe 25 Provide insulation Lit wails and ceiling to aCItiaVu SIC of SO between garage and Livistq area if garage ge LSn0t COfltO lId by resident Title 23. a. INERCY ISSERVA?!ON, Please Reed New State Mandated Regulations (Calif. Admin. Code) became effective June 16. 1993 and require that the design satisfy one of the alternative energy package, (see attached package. A. B. C. 1. 2. 3, 4 and AS 163). The law also requires that many mandatory consurvation items be satisfied. s in Zan* 17 Copies of the Residential Energy Conservation Manual may be obtained from: Publications Unit. California Energy Commission. 1111 Howe Ave. 1-50, Sacramento, California 95825, (Tel. (916) 920-6216)). California Building Officials also maintain a telephone *hotline* between 10:00 A.M. and Noon and 1:00 P.M. to 4:00 P.M. at (916) 'P 456-3823. Show on the title sheet of the plans. the alternative energy package that was selected j:.. A. B. C. 1, 2. 3, 4.or AS 163 to show compliance, and provide calculations and other data. /P appropriate to that selected package. The responsible designer should sign a statement, on the plan title shoot, "The design submitted substantially Conforms to the Energy Regulations for Residential Buildings". Show the R value for the wells and ceiling and related areas. Note that the insulation used shall comply with California Quality Standards. 27 Note the insulation installer shall post a signed certificate, in a conspicioea place in the building, s.tating the insulation complies with Title 24, Chapter 2-53 and Title 20. chapter 2. Subchapter 4, Article 3. Note doors and windows, including skylights, between conditioned and non-conditioned Space shall be fully weatherstripped. Note on the framing plan that weather- stripping. caulking or sealants must be used to limit filtration in the building envelope at the following locations: Exterior joints around windows and door frames; between wall sole plates and floors, and uutween exterior we1 panels; penetrations in walls, ceilings, and floors for plumbing, electricity, and gas lines: openings in attic floors: and .ill other openings in the building envelopu. Note that doors and windows to be certified and labeled as complying with the Energy p Regulations. Note fans exhausting air to have back draft dampers. Note at the exterior wall fireplace .' ?ir.place to have minimum six square inches of outside air: to have glass or metal door covering the entire opening of the firebox: to have tight-fitting damper with readily accessible control and should not have a continuous burning pilot light'. 8 . Note ducts shall comply with Chapter 10. 1976 (iNC and shall be tightly sealed with mastic or tap.. 28 . Note at the water heater location 'water heater to have wrap of R-12 external insulation". Note, where water heater is in unconditioned 7 space, the first five feet of outlet / pipe to have R-3 wrap. 2$'. Note all circulating hot water pipes / in unconditioned spaces shell be insulated. 2 . Note that all gas fired heating and cooling appliances, showers and faucets shall comply with the Energy Efficiency Standards. 28 . Show. at bath and kitchen, that the general lighting shall have an efficiency of not less than 25 lumens per watt i.e. florescent. 28 . Not, that heating or cooling systw (except heat pumps) shall have an automatic thermostat with mechanism which can be manually programmed to automatically set back the thermostat set points for at least two periods within 24 hours. Show the size. type and location of the space heating (or cooling) System and provide energy calculations if the output srJ/Hr. exceeds 45.000 Sf1.1/Hr. output. Show make and model for PAN and water heater are on State approved list. t1. Outdoor pocks -eian fossil fuel heaters require pool covers am well as otner energy saving devices $ucb as time ciocxs. etc. 406 0. NISCLLANTOUS 21. Show a minimum 2" air space and flashing / between planter and building walls. Sec. 2517(a) 30 . Specify material to be used under the shower tile. Sec. 1707(a) Z 3 . Specify Lath and plaster to comply with 7,., Chapter 47, USC. 30 . Two 3/4" copper pipes must be installed from water heater Location to convenient location of future solar panels !City Ord.) Provide sleeves (root jacks) in roof for / two future 3/4' copper pipes to cunvenient location of future solar panels (City Ord.) 39(. Note that solar water piping is to be insulated / in areas that are not heated or cooled. (City Ord.) C3 Building plans are substantially correct and complete. Sys Ost.: O Building plans would be substantially correct and complete is minor corrections are mad. at Counter. P By:___________________________________ Date: ilding plans require major corrections and complete plan recheck, by plan check engineer, is required. • By: Oat.: : 3\\e\13d,. If you have any questions regarding this plan Check, please call__________ (St (..U'S Qe t3 Li-( - • 4-e. E!), '- .. We would also be pleased to meet with you, at no charge, if additional assistance LrA is is needed. - To r 10 is P\ rY)oa 2-1. ALTERNATIVE COMPONENT PACKAGES FOR CLIMATE _TABLE ZONE 7 Package Component A B C BUILDING ENVELOPE Insulation Minimums Ceiling R 19 R 30 R 19 Wall' R 11 (R 2.5) R H (R 2.5) R 11 (a 2.5) Slab Floor Perimeter no req'ment & 7 no req'ment Raised Floor * R 11 R 11 a ii Glazing .Maximum U-Value 1.10 0.65 1.10 Maximum Total Area no req'inenc 14.0% 14.0% Maximum Total Non-South Facing Area 9.6% no req'ment no req'inent Minimum South Facing Area 6.4% no req'ment no req'ment Thermal Mass required not req'd not req'd SPACE CONDITIONING SYST( Heating System Type2 gas gas gas DOMESTIC WATER HEATING SYSTEM TYPE gas, heat pump, gas, heat pump, solar with or solar vl any or solar wl any gas backup type of backup type of backup heat heat heat The value in parentheses is -the R-value for the entire wall assembly if the wall weight exceeds 40 pounds per square foot. The insulation must be integral with or installed on the outside of the exterior mass. The inside surface of the thermal mass, including plaster or gypsum board in direct contact with the masonry wall, shall be exposed to the room air. The exterior wall used to meet the R-value in parentheses cannot be used ta meet the above thermal mass requirement. hcre natural gas is not available, zonally controlled electric resis- tji-.e or radiant heating systems may be used. 48 2CU -II 1. out hq is it I" 3401 WIISIS S" in lR 4,l 4 1501 1195 91411VIN 1131YA 311S)b()O sas, CU 1JI ,I CU ao$ueqvj DaM Jl -02-ilY 0*04 15* is s. 15* 45 to, OdAl ansts •uflI84 111515 ui,eiiiw3 37V45 1i180 CU 1JICU CU Olvid 181$I I93143813 1J$IU. CU 1JSCU CU IJ1 D0139J311jul SIUflUO3 U 01 iIs,s Cli I) SUW I011 $iICU II D'VCU CU 60619113 I41131j )Ip CU $uSJ$mI1 CU SWIZOII Iui35j Iflnoç sommis" 0111 Iu.4lI1 CU HJV k131i D0S IOIW volailibeg CU 1SJIII CU '• D0tu0U If101 I',w in soz ''v rn°iandisew ri sso Bulle ts UI-I 61-I JIj III 1$_p II'W - oc- killS) • • sl.iI. von, ills., Si$o, low PsIOW MIT )d0DAI) 9111011fil IV03 .ls,ll'ev I )101 311111113 10J S"V)13V4113110103 IAIIVNIII1V seam "1 1501 2"I is •dil Are UIIW il%O% 34*0 WJISIS 515a Lq it tos is41111114 I.Is So, 5411 uiav 311Sb1 jusamilobarl as 1vIvoJll*I Cl ia6vI43I3 21511 J$V-01alt dead I.OW is so, 6 OW4 11* 40 555 adil MOISAS buflsa,i IQISAS SWINOIIIWSO) 37545 10JIII CU DJICU CU slat555 %Sld 18I1l (.1J$13 18 iiq CU llilII CU .0$U1 '°fl'i1llii 5AlvI290) WI Ill .sooiip 155w l,u.aaMt 1'llCU CU 1vsvoJlal CU Isilli, 6vl3qj 1501 avovoilm.0 II %SIs5Jl5lCU Ss,ui, kl,,j f4pag, 2WJICl CU 1..voJI$1 CU -Ia,, 6sa.j IDOS Ww9j *SflCU CU 1WOvoJII.1 CU SOJy 6u3lj $R01V05 15201 004011vu its Wi eajv l2O1 WI$5W I., 0 SPIPA A bu;11t5 pa$q iou psalmlp IOU '2l1d Q0li QIS III Il-U iieu ct-I Guilin 1w1vlwvoflSlMuI ,.iim.0 101 1)1115 34013AW) 5*I01061 2U5u003 1 ..i13lj1IW0)t llS iii •iqsiiddv I No 31113 111 SVW3yd 1USOO) 3411v1131W jv/w tWtWU co went - tu g•:ç; STATE OF CALIFORNIA—THE RESOURCES AGENCY GEORGE OEUKMEJIAN. Go.qmo, "TVED CALIFORNIA ENERGY COMMISSION R CE 516 NINTH STREET - - AUG 19 1983 .ACRAM(NTO. CALIFORNIA 95814 NOTICE OF STATUTORY CHANGES FSGIL ccpo.rio'i IN TEE "RESIDENTIAL BUILDING STANDARDS f,M CHE SAPIE AKE DR Newly enacted legislation (AB 163 [Gog1n]), which became law an July 29, 1983, !provides builders new options and additional flexibility in complying with the energy conservation standards for new residential buildings. The principal features of the bill are described below: GROUP AVERAGING Builders may comply with the standards by averaging the performance of groups of buildings. All buildings in an averaged group must be in the same subdivision, and all must be based on the same model. Reverse plans and different elevations of a model are regarded as the same model. Buildings base& on the model and with the same floorplan (including reverse plans) but with different conservation features, such as shading, insulation levels, thermal mass, etc, are still regarded as the same model. Different models may not be grouped together for averaging. builders who elect to average must apply for permits for all buildings in an averaged group on the same day, and each application must indicate the group to which the averaging approach is applied. The builder demonstrates compliance by using either the Point System or any other approved calculation method, such as CALPAS 1A or CALPAS 3, to show that a simple arithmetic average of the energy performance of all buildings in the group meets the standards' energy budget. When the buildings are offered for sale, builders must also notify potential buyers that compliance with the energy standards used averaging and that the performance of a particular home relative to the performance standard is available upon request. NEW PACKAGES Builders may also use new packages enacted by AB 163, in place of Packages A, B, and C in the standards. The new packages for each climate zone are summarized in the TABLE attached to this notice. Notes explaining the packages appear on page 2 of this notice. ALTERNATIVE PACKAGES AB 163 also allows builders to-develop and use their own packages of measures, provided such packages result in the same energy performance as the new packages in AB 163. To use this approach, builders may use either the. Point System or another approved calculation method (e.g., CALPAS. 1A or 3) arid follow these steps: I. Calculate the energy consumption or point system total of the building floor an including all of the components in an AB 163 package (see attached TABLE). Assume the building has the maximum amount of glazing allowed in that Package and that this glazing is equally distributed north, east, south, and west. This calculation sets the energy goal. or standard that the proposed building must meet. Note: If the point systemis used, this goal will not necessarily be zero points. 2. rft the same computation, using the proposed building's actual glazing area, orientation, and distribution, and it:i actual energy conservation features. The Jesign canpiles if the energy consumption or point system total is equal to or better than the goal established in Step 1. Mailed to lists 408, 409, 050, 053 on 8/15/83 OTHM PROVISIONS Of AB 163 Regardless of the method of compliance, every building must still comply with the mandatory features and devices requirements of the standards. The requirements appear in Section 2-5352 of Title 24, CUfornip M t4V VMQPt Any application for a building permit pending on or after July 29, 1935, may use any of the compliance methods in AB 163 to meet the new energy standards. If a fireplace is not located near an exterior wall, outside combustion air is not required in climate zones 5, 6, 7, 8, 9, 10, 14, and 15. Note that this provision of the bill is an express exemption for those climate zones from the outside combustion air requirement in the standards. (The requirement in the standards appears in Section 2-5352(d) of Title 24, California Administrative Code.) EXPLANATIONS OF THE' RUIRE?€TTS IN THE NEW AB 163 PACKAGF$ (See TABLE) The following requirements apply if builders elect to use the packages in AB 163. (For requirements of other packages or compliance methods, consult the standards or the Energy Conservation Manual.) All concrete slab floor buildings are required to have 25 percent of the floor area directly exposed to the conditioned space. To determine the floor area, count only the first floor in conditioned areas. Uncarpeted first floor areas, such as linoleum or tiled entry ways, kitchens, bathrooms, and utility closets may all be counted towards this requireiient. In some climate, zones, a building with raised floors (rather than concrete slab) must also include thermal mass with an area exposed to the conditioned space equal to a.certain percentage of the ground floor floor area. The percentage for each zone is listed in the attached TABLE. To qualify for thermal mass, the material used must havea performance equivalent to masonry two inches thick, with a volumetric heat capacity of 28 Btu per cubic foot per degree Fahrenheit per hour, a thermal conductivity of one Btu per foot per foot per degree Fahrenheit per hour, and a surface area directly exposed to the room air of the required percentage of the ground floor floor space. A list of materials that meet these requirements is being developed by the Commission. The attic requirement means that an attic is installed under not less than 75 percent of the roof that is over any conditioned space. The air conditioner efficiencies must be met if an air conditioner is installed, but AB 163 does not require that an air conditioner be installed. If a heat pump is used, an automatic setback thermostat is required in climate zones 1, 3, 5, 7, 15, and 16 if building permits are applied for on or after August 1, 1983. In all zones, an automatic setback thermostat is required for permits applied for on or after July 1, 1984. Infiltration barriers and air-to-air heat exchangers are not required in any Climate zone by these packages. RECUIREI€NT& NEW AS 163 PACKAGES WHERE RECUIRc:E.\rrS DIFFER FOR SLAb AND RAISED FLOOR CONSTRUCTION, FIRST VALUE IS FOR SLAB FLOOR AND SECOND VALUE IS FOR RAISED FLOOR. EXAMPLE: IN CLIMATE ZONE •1 • ThE FLOOR IhSULATICN REQUIREMENT. "NR/19, WAKS THAT TIRE IS NO REQUIREMENT FOR SLAB E1XE INSULATION BUT R-19 FLOOR INSULATION IS hEQUIRED FOR RAISED FLOORS. Climate Zone - 7. Building Envelope Insulation P21n1mue3 . Ceiling, R value 38 30 30 30 30 30 30 30 30 30 30 30 30 38 38 38 Wall, Rvalue 19 11 . 11 11 11 11 11 11. 11 - 11 11. 11 11 11/19 11 11/19 Floor, B value - NH/19 NR/19 HR/19 0119 NR/19 NR/19 NR/19 NR/19 NR/19 NR/19 NR/19 NR/19 NR/19. NH/19 NH/19 7/19 Attic - . REQ . REQ . REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ . REQ R Glazing . .. S Maximum ..a' 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 Maximtzn area, .2 16 16. 20 .20 16 20 20 20 20 20 16 16 16 16 16. 16 Shading Coefficient South-taclng NH Nh NF KR NB NH 0.36 0.36 0.36 . hR 0.36 0.36 0.36 0.35 NR rest-facing HR . t-t NE HR Nh HR NH 0.36 0.36 0.36 NR 0.36 0.36 0.36 0.36 Na e.-facing NH NH NB KR HR 0.36 NR/O.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 KR North-facing HR NE NE NH NH NE NH 0.36 0.36 0.36 HR 0.36 0.36 0.36 0.36 HR Themal Mass, S 25/NE 25/NH 25/NH 25/NH 25/NH 25/5 25/5 25/5 25/10 25/5 25/HR 25/5 25/5 25/NE 2515 25/Nfl Electrical Outlet Gaskets REQ NH NH/REQ KR NB HR NH NH HR HR NB KR NH REQ/NB REQ aJ heating & Cooling Systems Gas furnace efficiency, 5 72/71 . 71 71/79 71 71/79 71 71 71 71/74 71 71 79 . 71 71 71 71 Climate Zone fL 7. . IL IZ 11. ii 15..ii Heat punp . c.o.p? 2.5/2.5 2.5 2.5/2.8 2.5 2.5/2.8 2.5 2.5 2.5 2.5/2.6 2.5 2.5 2.8 2.5 2.5 .2.5 2.8 Air conditioner, ER 8.0 . 8.0/b.5 8.0/9.5 9.0/9.5 6.0/9.0 6.0 8.0 8.0/9.5 9.5 8.5 9.5/9.0 9.5 8.0 9.5/6.8 96 8.5 Water heating System Type .aural gas, heat pump. or solar with any kind of backup NOTES: U value of 0.5 means :auble glazed. S Gazir.g area is perce?a&e of conoPioned floor space. S 71h.rmal mass requirement based on percentage of first floor area. . Ii. Ca'&ce's reçulreo only on exterlor walls. S 5. I*a' pi must, have a.aa'.ic dual setback '.nermos'a's in zones 1, 3, 5, 7. 15, and 16. After July 1 1584, AU neat pups installed as components of these packages must have automatic juall se'baac thermostats. e - DEVELOPMENTAL - 1200 ELM AVENUE SERVICES CARLSBAD, CA 92008.1989 BUILDING DEPARTMENT 619) 438.5525 Citp of Carisbab 0 U 1 b1983 THE INFORMATION LISTED BELOW MUST BE SHOWN ON THE TITLE SHEET OF THE PLANS FOR YOUR SINGLE FAMILY DWELLING Site Address Legal Description Assessor's Parcel Number Quantity of Grading in cubic yards - Contact Person - Name and daytime Phone Number Circle any Planning Commission or City Council Action on this Property: Variance, Conditional Use Permit, Tract or Parcel Map, Zone Change, Planned Development, Redevelopment Permit, Specific Plan, Site 'Development Plan PLAN CHECK NUMBER cd 112383 1979 EDITION UNIFORM BUILDING CODE Sec. 3305. (j) Handrails. Stairways shall have handrails on each side, and every stairway required to be more than 88 inches in width shall be provided with not less than one intermediate handrail for each 88 inches of required width. Intermediate handrails shall be spaced approximately equal within the entire width of the stairway. EXCEPTIONS: I. Stairways 44inches or less in width and stairways serv- ing one individual dwelling unit in Group R, Division I or 3 Occupancies may have one handrail, except that such stairways open on one or both sides shall have handrails provided on the open side or sides. 2. Private stairways 30 inches or less in height may have handrails on one side only. Handrails shall be placed not less than 30 inches nor more than 34 inches above the nosing of treads. They shall be continuous the full length of the stairs and except for private stairways at least one handrail shall ex- tend not less than 6 inches beyond the top and bottom risers, and ends shall be returned or shall terminate in newel posts or safety terminals. Handrails projecting from a wall shall have a space of not less than 1 ½ Iinches between the wall and the handrail. The handgrip portion of hand- rails shall be not less than 11/4 inches nor more than 2 inches in cross-sec- tional dimension and shall have a smooth surface with no sharp corners. NOT ACCEPTABLE Dates______ Prepadby: Jurisdiction - Bldg. Dept. VALUATION AND PLAN CHECK FEE E3 Esgil PLAN CHECK NO.____________ BUILDING ADDRESS Z'/ 2' L'—Cei.i APPLICANT/CONTACT ,7'2c'3± BUILDING OCCUPANCY _72-3,, "a-I TYPE OF CONSTRUCTION V—i! PHONE NO.____________ DESIGNER PHONE____________ CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE —,? 00 Air Conditioning Commercial 2.80 - Residential 2.40 Res. or Comm. Fire Sprinklers 1.50 TotalValue Fee Adjusted To Reflect DEriergy Regulations (Fee x 1.1) []Handicapped Regulations (Fee x 1.065) Building Permit FeeS Plan C heck F e e $ S + Co 0 COMMENTS: 8/4/82 CARLSBAD______________________ % COVERAGE BUILDING HE FENCES/WALL COMMENTS: E.D.U: ' SIW ER: AiI9 76 L7-7r>C- LATERAL: DRIVEWAY: sJ.I GRADING PERMIT: DRAINAGE: tSWc,..1_h't-vr_45 IA O/.tm cizIrAflflhTTflNAI rflMMr REAR SAN MARCUS REQUI R FRON SIDE PLAN CHECK t1UMBER2%79f ADDRESS c: o:2:c; :ZAe: DATE---fZ$Zif PLANNING: TYPE OF STRUCTURE ZONE:______________ SCHOOL FEES: SAN DIEGUITO ENCINITAS_____________________ REDEVELOPMENT APPROVAL REQUIRED: LJ F-] cx W II LANDSCAPE PLAN COMMENTS:_______ ENVIRONMENTAL REQUIRED: ADDITIONAL CO ENTS: OK TO ISSUE: DATE: ************* ****** / OK TO FrNAL: DATE:______________ * ENGINEERING LEGAL DESCRIPTION VERIFIED? A.P.N. CHECKED?_____ P.F.F. __ — PARK IN LIEU R.O.W: '-CT IMPROVEMENTS:FJ' IJLi I I I - - - C - - F - F -. F iLl I • WI •' 1 •WI II •.II E1 b.fl OK TO ISSUE: 1/4 X & * ENGINEERING INSPEC7IQNJREQUIRED: PUBLIC WORKS INSPCOR: 0 FINAL OK: \Q,- Dff: U1\4 * IF THIS ITEM IS NOT CHECKED, BUILDING DEPARTMENT WILL MAKE ALL INSPECTIONS (DRIVEWAYS, CURB CUT, DRAINAGE, ETC.) JOHN VERNON &ASSOCIATES 1859S. ESCONDIDO BLVD. ESCONDIDO, CA 92025 TEL. (619) 743-8808 - V SEPTEMBER 7, 1984 PAT McGU IRE -7533 JEREZ COURT - V CARLSBAD, CA 92008 . V V V TO WHOM -IT MAY CONCERN: V V V V THIS IS TO VERIFY THAT I HAVE CHECKED THE FOUNDATION SOILS V V CONDITIONS AT 2612 LA COSTA •AVE., CARLSBAD. V I HEREBY 'CERTIFY' THE CONDITIONS FULLY MEET THE PRELIMINARY SOILS REPORT REQUIREMENTS TO BE WITHIN- 3Z OVER V OPTIMUM MOISTURE. JOHN E. VERNON V 21121 V JV/DL PROPERTY DEVELOPMENT ENGINEERS. INC. V ENGINEERING. SOILS TESTING *SURVEYING 0 v. Rc,cho La Costa, Inc. oufe 1, Box 2550 Encinitas,. California 92024 Subject: Project No. 70-1--5D County Permit No. L5548 Final Report on Compacted FiHed Ground Lots 330 to 382, inclusive, Lots 389 to 394, inclusive, Lots 400 to 410, inclusive, and Certain Street Areas of. La Costa South Unit No. 5 Also certain offsite areas adjacent to Lots 368 to 370, inclusive and Lots 377 to 379, inclusive San Diego County, California Gentlemen: 0.' mIENKING BENTON CIVIL ENGINEER SENTON ENGINEERING. INC. APPLIED SOIL MECHANICS - FOUNDATIONS 6741 EL CAJON BOULEVARD SAN DIEGO, CALIFORNIA 92115 October 19, 1970 This is to report the results of tests and observations made i n o r d e r t o i n s p e c t t h e c o m p a c t i o n of filled ground placed on certain areas of Lots 330 to 382, i n c l u s i v e , 3 8 9 t o 3 9 4 , i n c l u s i v e , r),V 400 to 410, inclusive, and on certain street areas of La Cost a S o u t h U n i t N o 5 , a l s o c e r t a i n offsite areas adjacent to Lots 368 to 370, inclusive, and Lots 377 to 379, inclusive, in Son Diego County, California The fills were placed during the pe r i o d b e t w e e n J a n u a r y 6 a n d May 1, 1970. S The approximate areas and depths of filled ground placed un d e r o u r i n s p e c t i o n i n a c c o r d a n c e , with the approved specifications are shown on the attached Dr a w i n g N o 1 , e n t i t l e d " L o c a t i o n Of Compacted Filled Ground." The grading p!ai used for the placement of filled ground was 1, prepared by Rick Engineering Company and dated December 2 , 1 9 6 9 'E The approximate locations at which the tests were taken and t h e f i n a l t e s t r e s u l t s a r e p r e s e n t e d - on pages Ti to T17, inclusive, under the "Table of Test Re s u l t s . " The laboratory determinations "c of the maximum dry densities and optimum moisture content s o f t h e m a j o r f i l l m a t e r i a l s a r e presented on page 118, under the "Laboratory Test Results." S o m e . , o f t h e m a x i m u m d r y d e n s i t i e s ::,•1 shown in the "Table of Test Results" were combinations of t h e s e . T h e t e s t s w e r e t a k e n d u r i n g the weekly periods indicated on the following page. • • . .4 'I .'•"-' . • S es.., ject NJc. 70-1-5D ho La Costa, Inc. IRZ October] 9. 1970 Test Number . . Week Ending 1 to 72, inclusive January 10, 1970 73 to 106, inclusive . January 17, 1970 107 to 151, inclusive . . . January 24, 1970 152 to 2211 inclusive . . January 31, 1970 - 222 to 310,inclusive . February 7, 1970 • .310 to 321, inclusive . February 14, 1970 :. 322 to 350, inclusive . February 21, 1970 351 to 385, inclusive . . February 28, 1970 .386 to 427, inclusive •. March 14, 1970 428 to 471, inclusive '• March 21, 1970 472 to 503, inclusive. March 28, 1970 504 to 516, inclusive . . - April 4, 1970 517 to 521, inclusive April 11, 1970 . •0 522 to 542, inclusive . . . April 18,1970 .543 to 550, inclusive April 25, 1970 551 to 579, inclusive . . . May 2, 1970 The final results of tests and observations indicate that the compacted filled ground has been placed at 90 percent of the maximum dry density or greater. It has been determined that the fill materials,, compacted to 90 percent of the maximum dry density, hczve'a safe bearing value of at least 2000 pounds per square foot for one foot wide continuous footings founded at a mini- mum depth and placed five feet or more I side' the top of compacted filled ground slopes. If footings are placed closer to the exposed slopes than 5 feet inside the top of compacted filled ground slopes, these should be deepened one foot below a 1 1/2 horizontal to 1 veffical line. ,projected outward and downward from a point 5 feet horizontally inside the top of compacted filled ground'slopes with the two following exceptions. The exposed compacted filled ground slopes to the rear of Lots 368 to 370, inclusive and Lots 377 to 379,. inclusive, which overlook the golf course, contain some large boulders partially covered and partially buried. It is recom- mended that minimum depth footings in these areas be placed no closer than 10 feet inside the top of slope.. If it is desired to support structures closer to the top edge of these exposed slopes than 10 feet horizontally inside the top of slopes, then it is recommended that the footings be deep- ened one foot below minimum depth for each 1.5 feet horizontal distance closer to the exposed slopes. Tests indicate that the compacted filled ground is adequate to satisfactorily support the proposed one or two story wood frame dwellings without detrimental settlements. In our report of the original investigation conducted at this subdivision, (Project No. 69-9--8C dafed November 7, 1969), we stated that some "expansive" soils existed on the site and if they we,re allowed to remain in the upper 3 feet below finished grade some of the lots would require J. specially designed footings and slabs. We further stated that these lots would be listed upon the completion of grading. The lots where expansive soils were observed to remain within the lupper 3 feet are tabulated as follows: Type A Lots: • 330, 332 to 338, inclusive, 340 to'351, inclusive, 353 to383, inclusive, 385 to 407, inclusive, 409 and 4)0 IENTON ENcINEERir.G. INC. project No 70-1--5D -3- October 19, 1970 Rcncho La Costa, Inc Type B Lots 331, 339, 352, 384, 408 t is recommended that the following special design and precautions be token for the houses to be constructed on the lots: ••• Type A Lots 1 • Avoid the Use of isolated interior piers. Use continuous footings r throughout, and place these at a minimum depth of two feet below the lowest adjacent exterior final ground surface 2 Reinforce and interconnect continuously with steel bars all interior and exterior footings with one #5 bar at 3 inches above the bottom of the footingsand one #5 bar placed .] 1/2 inches below the top of the stems of the footings 3 Exercise every effort to assure that the soil under the foundations and stabs has a uniform moisture content, 1 percent to 3 percent greater than optimum throughout the top 3 feet below finished grade at the time of placing founda- tions and slabs.. 4. Use raised wooden floors that span between continuous footings, or use all concrete stabs with. 6 x 6 ':lO/lO welded wire fabric and provide a minimum .,of 4 inches of clean sand beneath all 'concrete stabs. Provide a moisture barrier 2 inches below stabs under living areas. 5. Separate garage slabs from perimeter footings by ci 1/2inch thickness of con- struction felt or equivalent, to allow independent movement of garage slobs relative to perimeter footings. / 6'. Provide positive drainage away from all perimeter footings too horizontal distance of at least 6 feet outside the house walls. 0 Type BLots .. . . . Those lots listed above; as Type B lots should follow all the above-listed recommendations with the two following exceptions 1 The continuous footings may be placed at a minimum depth of 18 inches below the lowest adjacent exterior final ground surface rather than the two feet recommended for Type A lots. , , , • 7,. 0 •'' • - -. -. No. 70-1-513 -4- October 19, 1970 La Costa, Inc 2. Single 04 bars placed as directed (above) near tops and bottoms of all - interior and exterior footings may be substituted for the 5 bars recom- mended for Type A lots. V H •: . V - V Recommendations 3 to 6, inclusive, as listed for Type A lots, ore applicable to the Type Blots C: ISO RespectfU1Iy submitted, - _q3ENTON ENGINEERING, INC 4y~ philipüron,,vilEnginee4 : Distr (4) Addressee (2) Rancho La Costa, Inc Attention Mr. Burton L Kramer : (1) Rick Engineering Company (2) San Diego County Building Inspection Vista Office V . V V 0 • VV : -. V. S S .5. . 5•5 . S . S S .. V . V V V V V :i. . . VVVZ V . V - . f3ENTOt; EGiER;r:c. •'.-. S S LEUCADIA COUNTY WATER DISTRICT 1t)Dt 1I'ITTflM CMD ChIID CrDIT Owner's Name Ben Trabert 6' Phone No. Mailing Address —_2616 La Costa Ave V'E PER,flT ISSUED UPON Carlshad Ca lif qpp • RF IJILDIN3tMIT Service Address: CU DJ.PiI MUST B By Tract Description: - lot 331 La costa South 5 LIED FOR BY Assessor's Parcel No. 216.2,20- 02 Type of Building s.f. No. Units 1 Connection Fee $600.00 prepd(200.00) Lateral Size: 4" -- 6" - 8" - Saddle Easement Connection Extra Footage: @ $ - Extra Depth: @ $ .1400cc, I Lateral Fee Amount Rec'd $jpo.co Prorated Sewer Ck. No/Cash Service Fee Date -O-k Rec'd By Total $ The application must besigneci by the owner (or his authorized representative) of the property to be 'served. The total charges must be. paid to the District at the time the application is submitted. If a service lateral is required, it will Oe installed by the Leucadia County Water District. The service lateral is that part of the sewer system that extends from the main collection line in the street (or easement) to the point in the street (at or near the applicant's property line) where the service lateral is connected to the applicant's, building sewer. The applicant is responsible for the construction, at the applicant's expense, of the sewer pipeline (building sewer) from the appli- cant's plumbing to the point in the street (or easement) where a connection is made to the service lateral. The connection of the applicant's building sewer to the service lateral shall he made by the applicant at his expense. The connection must be made in conformity with the District's specifications, rules and regulations; and IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT, THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLEC- TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. The prorated sewer service fee is based upon the date the District estimates that service will begin and covers the balance of the fiscal year. There will be no additional fee or refund if service actually commences on a different date. For succeeding fiscal years,.the sewer service fee will be collected on the tax roll in the same manner as property taxes. The undersigned hereby agrees that the above information given is correct and agrees to the conditions as stated. / Owner s Signature Date Account-No.