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Home My WebLink About1807 OAK AVE; ; 84-64; Permit17 Q. — —-- ------ — D:herebratflrm that I amIlcensed under IM"o" - :provlelons ofrChapter.9'(c6mmenclng with I . SectIon'7000) of Division 3 of the Buslness"' 4 md Professions Code, and my license is in _f lit L4NO46and-4f'Class I hereby affirm that I am exempt from the..,Cnntrac- .1. torn License, Law for. the following reason (Sec. 7031.5 C Business and Professions Code: Any city or County which me' - quires a permit to construct, -alter,' improve, demolish,, or " I - "a repair'iny structure, prior to its issuance also requires the up' ,.plicanl tar such permit to lite.a,jigned statement that,he is ,. - licensed pursuant to 'the provisions 01 the Contractor's I License Law (Chapter 9 commencing with Section 7000 of—Division - 301 the Business and Professions , ex- empt therefrom and the basis for (re alleg,Code) or that is eu enemptiny. Any'. 0 I violation of Section 7031.5 by an applicant to,,a permit sub' jects the applicant to a civil penalty of not morn thao-fiveh un' - ' "' dred'ddltars'($50D). " - "'_" - .0 I.-as owner of the property,.nr my employees with wages /as their:sote compensation; will:do lhe'work, and the struc '..,'lue' is not intended or offered for sate (Sec.,,7044, Business I .. and Professions Code: The Cootraclors License Law does 5 ,toot apply to in owner 01 property .i'iho builds of improves - thereon and who dons such work himself or through his own I f lemployees provided thaI such improvements are'nut intend;. (ii tot ., .., edor offered Ior'safe., It, however, .the building or ,., improve'., Z , ment is sold within one year of completion, the owner-builder I will have the burden of proving that he'did'not build or im- prove for the purpose 01 safe). F 0 .1, as owner of tho' property, am exclusively Contracting . - with licensed contractors to construct the project (Sec. 7044, Business and Professions Code:' The Contractor's License r " Law doesTrht aliply to,anowner 01 prAperty who builds or im' proves lhereon,'and who contracts for each pmojects'with a )• U) • - contractor(s) license pursuaot.to .the Contractor's. Liceoso. '- ' ' D'Asa homeowner I am improving my home: and the totlow- $ conditions exist:i- • •. -"9 ,17The work is being performed prior to sale. 2. I have lived in. my home, tsr twelve months I — I- prior to completion 01 this work. --w.- 3. have not claimed this exemption daring the -- 0 , last three years. :i;o lamexemptunde Sec."._'_', T, •; touthis reason 'aT •. El 4-t• I - -, 'a_. ., • — . ' 4 I .0.1 thereby affirm that Chive a certificate of I' ' j. to • self-insure, or a certificate Of Connpensafon lesorance,ora certihed co z (Sec. 3800. Labor oae~ -'POLICYNO. —- C9M X 's .e4v U) )CoPY s frIed with the cit, d' UJ 0 Certified Copy s hereby furshd IL 8 — ' •'O CERTtFICATI OF EXEMPTION FROM ' , ,, WORKERS' COMPENSATION'INSURANCE - ' - - ,(1'hi5 seChon need not be completed 1 the permit - — s for one hundred dollars 101091 or leSsl 0 I certrty that ,n the performance 01 the work to, 0 ' -' wh,Ch INs permit is issued, 1, shall not employ any, person in any manner so as lobèco'mesubtecl to I the Workers' Compensation Laws of Cal,torn'a L.,.. - ,v•) t;ie t,r NOTICE TO APPLICANT It, after malr,n3 iris Cerl. 11 .' f'cate of E'xempho'n. 76u5h0u1d 6icoMe'sublect t L- ,41tne'Worters' Compensahon pronsons'of ttseLabo,' - -- Code, you -must torthwth -'COmply' wIhsvch'--.-I or INS Oer,nrl Stall be deemed revoked flT Cf,reby aft,rmlfial there s aconslruchon 'Ien'dhg'ag'en,v fdf the pe'f'o mance of the work to' d ,whCh Ips permit is issued (Sec 3097. Civil CO(tel Uj Lender's Name I Cermaer's Aslctre'ss 1. • w,-V't'.. — - USE BALL POINT PEN ONLY & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS -CAFLSBAD BUILDING-DEPARTMENT i APPLICATION & MI PERT - 1200 Elm, Carlsbad, California 92008-1989 (619) 438-5525 .. j -- JOB ADDRESS AV, ST.RD, NEARES CROSS ST. DATE OF PPLI ATION 1&7- -. 5/!/I LICENSE 0- 1/ VALUATION - /1ii PERMIT NUMBER " LOT BLOCK J SUBDI VISION ASSESSOR PARCEL NO , T ACTORS PHONE C v _ - ZONE - , • -- OWI{ER'S.NAME 'T (I-1 ,' ;- , OWNE R'S PHONE 2t3I/._)j) 2 - A/7 • $ - CONTRACTOR'S ADDRESS 'LICENSE NO. PLAN CO. - ' - 'USE'CODE rc OWNER'S MAILING ADDRESS . - - - - ' V-."qa- BLDG 67 LICENSE 0- . DESIGNER 7 I DESCRIPTION.OEWORt( - - - - - • DESIGNER'S ADDRESS -. DESIGNER'S PHONE - F P 'FLRELEV, NO -" - Oc:qVP EDU orValid Unless Machine' , CENSUS TRACT'" GP'LAND)SE - 'PAR INC SPACE RES UNITS GRADING PERMIT ISSUED REDEVELOPMENT AREA , a TYPE 0CC LOAD FIRE SPR T TTJ / VON YDN — Yo fliq 1. QTY - ' PLUMBING PERMIT - ISSJE -7. 5'.O - QTY. - MECHANICAL PERMIT- ISSUE 3,00 - - ;.-SUMMARY/ACCOUNT NUMBER' - - j_4 EACH FIXTURE TRAP - • - C' INSTALL FURN. DUCTS-UP TO 100,000 BTU . - ____ fk- BUILDING PERMIT 01-00-00-8220 -- - EACH B'UILOING SEWER 0-- '- --V - ç - - — OVER 100,000 BTU — - SIGN PERMIT - - -., - 01 00008221 — — - t EACH WATER HEATERAND /OR VENT - - . . BOILER/COMPRESSOR UP TO 3 HP - • 'PLAN CHECK -• - .01-00-00-8806 - - - 'EACH"GAS SYSTEM rTq'4oUr'1JET.s - , ". BOILER/COMPRESSOR 3-15 HP - - • . • - TOTAL PLUM BING - 01-00.00.8222 - ' £ 'EA CH'G'AS'SYSTE'MS OR MORE" - - • -- - , - a, ,., •- . - -.- - METAL FIREPLACE -- - 4*, - • • ,_ - — . - .__..- - •ELECTRICAL, - -- - Oi'00-00-8223.. - - --.-._.•_. - EACH $NsTAl-ALTER;REPAIR WA-T-R-PlPE' - ' VENT FAN SINGLE DUCT • • " - — MECHANICAL - 0100'00'8224 - EACH VACUUM BREAKER .L - - MECH EXHAUST HO TS OD/DUC - MOBILEHOME — 01-00-00-8225 WATER SOFTNER° RELOCATION OF EA FURNACE/HEATER MOBILEHOME PARK )NSP,. EACH ROOF DRAIN (INSIDE) • - ;' - , . • • . ' • - - 4 - SOLAR - - 01-00-00-8226 - - - I• f'-.(r..,j';:-" — I, TOTAL MECHANICAL " i . • - r '7 m7 _ --- - STRONG MOTION 80-92-33-0519 cp - ',TOTALp'1JMBINQ.) - . i• ,•- - L/--jf) FIRE SPRINKLERS - - 01-00-00-8227 - • - QTY I ELECTRICAL PER1T - ISSUE 00 QTY SOLAR ISSUE — PUBLIC FACILITIES FEE 32-00-00-6933 37D 1 BRIDGE FEE • -' - - — - - •----" -'----+--',- — ---------' • , • -,- - NEW CONSTEA AMP/S,WTIBKI2.Opu/ ' • COLLECTORS - - . • - - ' SCHOOL FEE - DIST ,IT • • ' . - 1PH . •, i 3 P - n"' ', STORAGE TANKS - • • ,4I '- Carlsbad I" 'Lr1L_8O-92'21-0519 ' 4 ROCK STORAGE'-,--80-92-22-0519 ''r' ' - - -- - -' 1PH - '3 PH , - -' '" ' - , PUMP ' - 1 ' • ' . - San Dieguilo 80-92-23-0519 - RE MOD EIJALTER PER CIRCUIT - - : v - .r PLAN CHECK FEE • ' •- - San Marcos - 80-92-24-0519 - - , ••'• •,, 4 • •• - 't "1 íA ,/ '""''" -' ''''''"r''" ''''''n''(r "'""' C a. LICENSE TAX 01-00-00-8162 ' - .,.,,. ----------- TEMPOCCUPANC'Y,,I300AYSI -' '; '•;". ,•,, •,- , ' ' '' JFFV - -- '. . .r '. a. --- •-• CREDIT DEPOSIT - — TOTAL-ELECTRICAL I TOTAL SOLAR TOTAL FEES PAYABLE * I HAVE CREFULLYEXAMINED THE COMPLETED 'APPLICATION AND PERMIT" AND DO HEREBY Expiration. Every permit issued bythe Building Official under fheprovisions of this * AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code shall expire by limitation and become null and void. If the building rwork 50" DEEP AND DEMOLITION OR CONSTRUCTION OF authorized by such permit is not commenced within 180 days from the date of such DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFYAND AGREE IF A'PERMIT IS permit, or it 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 at any time after the work is commenced for a period of 180 days. STRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND APPLICANT'S S '°" T RE - 0 xi.. APPROVEIBY -KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND OWN CONTRACTDR.. . - 'GRANTING OF THIS PERMIT - EXPENSES WHICH MAY IN ANY WA'? ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE BY PHONE 0 - SI . -, • , I - - - '- - - -. - - - - -. - . '-, V. -_ - - - - -. -'. ¶-'_• '--'7.. .V... - - -, 4'7-• - -. -V.--'. -, - - - - ç, - 1 TYPE I DATE INSPECTOR -BUILDING-- FOUNDATION - -• -• REINFORCED STEEL: MASONRY GUNITE OR GROUT" FLOOR &EILING.SUBFR .--. - - - Si1EATHING''RbOFSHAR.4..- FRAME ' S' ?' EXTERIOR LATH INSULATION '- I 41 INTERIOR LATH &DRYWALL h FIELD INSPECTION RECORD - REQUIRED SPECIAL INSPECTIONS _INSPECTOR S NOTES = JSPECTIONcKIEFD INSPECTORS DATE rL APPROVAL 7V 7. ¼' 4 ••'' " SOILS COMPLIANCE PRIOR.TO - - i•.. --- ----- ----- - - ------- . - -- -' ..: FOUNDATION INSP STRUCTURAL CONCRETE - -. -- - - - OVER2000P81 PRESTRESSED " I - CONCRETE POST TENSIONED -'--V ¼ CONCRETE - - .PLUMBING _ . SEWERAND BL/CO OIPLJCO '! ' . .'-h I,E}4.-.-' -.. . HIGH STRENGTH BOLTS , . .......I UNDERGROUND, 0- WASTE _0WATER A'3i _ SPECLAL MASONRY ______ - _____ -• _________________¼ TOP:OUT___0-WASTE _____0 WATER ____ TUBAND SHOWER PAN GAS_TEST _-------- --I I--~. .-... - PILES CAISSON-v--- ______________ _____ - .- .7 --- --..-.-----• .... 0 WATER HEATER. __0__SOLARWATER _- _- : c _______________________I ELECTRICAL 2_ .. 0 ELECTRIC UNDERGROUND VDUFFER ROUGHELECTRIC 0 ELECTRIC SERVICE _0 _TEMPdRARY _ 0-BONDING _-DPOOL : ,. - I. - -----VV. .V - - V - - ...........-._-- - -• - - ----v ....-.'. - - - - - - - _..MECHANICAL --• ' r '. o_ DUCT &PLEM, __0REF___PIPING _____ .HEAT. AIR COND__SYSTEMS VENTILATINGSYSTEMS CALL WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEENAPPROVED'.__( -..- - .._. ..- FINAL ELECTR -- MECHANICAL' kS GAS - - - - "- V. 7, BUILDING \ - 7• \ \ \__ -4 \8 7 , I 1,, - ... SPECIAL CONDITIONS . 8.. - . - •' . :-: - - - -. - V - -.------------ , ---.---- —--------- ..cIVtU I V ji,, ___________ V -, ._. ti. t.._ •..- City of CthrIsbaL .•. MISCELLANEOUS 1200 ELM, cRLBAD, CA 92008 • TEL. (619)'438-5525 RECEIPT Iu,i Add Il,1 flc4. MISCELLANEOUS FEE RECEIP'/44b7b WUUIA57d C2/lb/ El * PLAN CHECK FEE 01-00-00-8806 LI VALUATION /31 77-.. . El DEMOLITION 1. El HOUSE MOVING_______________________ El PARKS AND RECREATION FEE El . PUBLIC FACILITIES FEE LI SCHOOL FEE- DISTRICT_____________________ El Carlsbad El Encinitas San Diego El San Marcos CERTIFICATE OF OCCUPANCY El 'pcto ___________________ , 3 397.7 q Owne Mailing Address L _Z 03 N I q — _ Address ( City Zip Zip -. Tel. Slate Lic. S. Classil. City Lic. No. COMPLETE FOR PLAN CHECK ONLY LEGALDESCRIPTION - ASSESSORS PARCEL NO. %0_ . 1 El DESCRIPTION OF WORK -' El I I • El__________________ ______ PLAN ID NO. _____• __ • El______________ _____ El DESIGNER ADDRESS 5fl_• El . .I.•• . PHONE . __. El__________ __ TOTAL FEE $3:P_•-_ CONTACTPERSON *WARNING: PLAN CHECK FEES. WHERE NO ACTION IS APPLICANT IN 180 DAYS AND NO BUILDING PERMIT IS FORFEITED TO THE CITY. COMMENTS:________________________________________________ TAKEN BY THE ISSUED. ARE 16 Signature of Applicant U_ Wtite - Applicant Yellow - File Pink - (1) Finance (2) Data Process Gold - Assessor _______ ,..• on APPLICATION FOR PERMIT TO CONNECT TO CITY SEWER SYSTEM. CITY OF CARLSBAD . s 148 ENGINEERING DEPARTMENT 438-5541 ISSUED BY FOR APPLICANT TOFILL4N f 7 . DATE ISSUED BUILDING ADDRESS OWNER .)&)S MAILING ADDRESS (. ( ALIDATION / CONTRACTOR CONTRACTOR'S 1t(( /.. ADDRESS NEW BUILDING EXISTING BUILDING LEGAL DESCRIPTION 3 LATERAL CHARGE COMPUTATION STANDARD 4" (Max. H. 30', V. 10'). OVER 30' H. ______ ________ FT. OVER 10'V.-@-FT. STANDARD 6" (Max. H. 30', V. 10') OVER 30' H. ______ _______ FT. OVER 10'V. _____ ______ FT. TOTAL CONSTRUCTION COST- SERVICE CHARGE (REPAVING ETC.)- _ft TOTAL LATERAL CHARGE REMARKS: . LINECOSTDATA ASSESSMENT DIST. NO. FRONTAGE -COST PER FT.—TOTAL— OTHER LATERAL LOCATION CONNECTION FEE. 41 NO. UNITS COST PER UNIT TOTAL PUMP STATION FEES NO. UNITS-COST PER , NI TOTAL— ST. . . TOTAL CHARGES (LATERAL ETC.) UZI LATERAL NO. —INSTALLATION DATE . 1 WHITE: Engineerin GREEN: Finance YELLOW: Sanitation, PINK: Building GOLDENROD: Permitter -t - - - - - - - __• r 140__a__ .- J I - -• I, - -. __ -• -. - - I- - - - - - - - r - - j - -S / - 4 S - - - .- -• -- - S • S - -S S • • • - -•- 1- • 5__• --5 -- --S ...- .-. . -- 27- APPLICANT COPY J CITY COPY 0 PLAN CHECKER COPY itp o £ar1bab tacilitate rechecking. piese identify, re.. to each circled item, the sheet of e plan upon which each Correction on s..eet has been r'adc and return this seet with the revised plans. ( ........ - hf ,42LLOUJTm,, AA?lf- 7-0 _b 7'-12,9 c 1e7 'ii /5 S/-7 xiW • 5 7/-'s?7)q (3 L.i Cii7 KO 7 V Lii/, c #f 77V-e- 1;2-12 12& 'k?&17 // )4; 1,--7- (Ora 773 ____ 2S Ou/zSiD. CO/JJi3!).716)'2 47;- JURISDICTION: .4 DATE_________ PRIJECT ADDRESS: TC: /. /Y7%2 43) 2O75 /-/jVL2 Lwe .cm2L$ e7 C'-,ç PLAN CORRECTION SHEET Plan Check No. __ i?.' plans r"cci',ed by jurtsdictlon7?Jki'5/12 ate plans received by plan checker/i21 Date initial plan check complet.d1.€_by-I9' 4"? FnQE.ROi PLEASE READ Plan check is limited to technical requirements - cntained in the Uniform Building Coda, Uniform Plumbing Code. Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the ha.-dicapped. The plan check is based on regulations enforced by the Building Inspection partment. You may have other corrections eased on laws and ordinances enforced by the Planning Departrtent, Engineering Department or other departments. The items circled below flood 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- pina does not permit thi violation of any state, county or city law. A. PIAt:S Please sake all corrections on the original tra.ins and sut,mit two new sets of prints, ar..1 any orx.j&nal plan sets that may have tten returned to ou by the jurisdiction. ,?)t'7 &7710 41 40 T- 0-777I10 1&7?1772,19 77 Al 7 ?z,)7Z?2 t-4 i372c' 14- L79 7 -4-5 2-riY7 'i722 -" /24 -7f3-J 1?) IIL) 4),49j D7?Y LS '9n'Z7 t1 i2 7 2?cS' i /97/17. h4247c , ,i,Vi1e14 iJ -. i-/ 7 /•r) lSty (i ,1 ,/t}Zi7, /OLi ro ri-abot Co^jmdcr f4 rn> ?,'i,r 9c/ 5747 A- o cua ___ / k-J,-- '2 i'V , 2. 2- iJ2 /9 777 ( s dJ 1. S i.S 07-1 ___ 9 /L72/ Ldid2 7 fri-//2L e QCttp.ofQartbab iURISDtCT ION: DATE___________ PROJECT ADDRESS: //Oc' •/)4/( TO: 7p1 (a. PLAN CORRECTION SHEET - SINGLE FAMILY AND DUPLEX. DWELLINGS Plan Check No.________________________________ r:.ite plans received byjurisdiction Date plans received by plan checker 2 / S Date initial plan check completed j2 by_____ FOREWORD: PLEASE READ T.I. (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 to new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: To faclttate rechecking please Ldentl.fy 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. Q Indicate on plans the name of the legal J owner and name of person responsible for the preparation of the plans. Sec. 302(b) Submit fully dimensioned plot plan drawn tc scale showing location size, and use 0; all existing and proposed structures on the lot. Identify pro ert lines and imeniions d all easement 'Show 1ocation o~and approximate f in is h f oar eleva ions a1cursoph a re all corners. Sec. 302(b)7. rndicate distance from center-line of Street or alley to property line and distance from curh to property.line. Sec. 302(b,)07 Eiq -' 7 Z-''V 6 . "c1i La Rspecifications and calculations shall 5signéd by a CaliforniaStte licensed-eL •• engineer or architect. (California Business and Professions Code) 5. 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) . . Projections, including eaves, shall be one- hour fire-resistive construction, heavy - timber or of noncombustible material if . they project into the 3' setback area from the property line. Sec. 1710 Show location of .permanently wired smoke dtcctor. Sec. 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) Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor rca. Sec. 1207(b) . . . '2 Window area must be at least 1/10 of the ( floor area and a minimum of IC square feet per Sec. 1207(a). Aonears to e deficient • in 45ém8.*J7' £gcA',, j,'j 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 l3 sq.ft. (Eec.1205(a) One-half of all required window area must 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 heiht for habitable - rooms is a minimum of 7'6. Sec. 1207(a) 73. Show ceiling height for laundry rooms, Handrails shall Satisfy the following: hallways, corridors, and bathrooms a. Provide handrail for stairways over W. minimum of 7'O'. Sec. l207(a). high when serving a single dwelling. Provide 30" clear width for water closet Title 24. Sec. r25-22(6) -- compartments and 24" clearance i front Handrail shall be 30" to 34 above the of water closet. Sec. 1711(b) 411,nosing of treads. Sec. 3305(j) 4o cooking room shall be used for sleeping Handrail projecting from a wall shall have purposes, unless complying as an efficiency a space not less than I 1/2" between - living unit. Sec. 1208 the wall and the handrail. The hand grip portion of handrail shall - 36. Specify safety glazing for glazing in hazardous be not less than I l/4 nor more than 2' in cross-sectional dimension. locations such as glass doors, glazing Sec. 3305(j) (see attached) adjacent to such doors and glazing adjacent to walking surfaces. Sec. 5406 2's. Every stairway landing shall have a dimension. iDGlazingin shower and tub enclosures f measured in the direction of travel, at ' (including windows) shall be tempered, least equal to the stairway width. laminated or approved plaatic Sec. 3305(g) Sec. 1711 (f)(g) Sleeping rooms shall have a window or y. ' A door may open over a stairway landing 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 The window must have an openable area of less than one-half the required .width.ot at least 5.7 square, feet with the minimum the stairway.. Sec. 3305(g) openable width 20" and the minimum openable height 24". Sec.120404. 73. A door may open inward at the top step of * Eaves and cornices may not into project a stairway provided the top step is not. 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 . open into the yard. Sec. Provide details of winding stairway.. a. Minimum tread is 6 inches at any point . A mezzanine 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 b.-maximum rise is 9 inches. a clear height of 7 feet, above-and below, and c. Minimum width is 30 inches. Sec. 3305(d) - must have 65% of the long side open to the - (see attached) room below. - '. t: The loft you show does not comply as a . $'. ( Provide spiral stairway details: . " mezzanine floor and is, by Building Code a. Minimum run is .7 1/2 inches at a point - definition, a story . . - from where the-tread is the narrowest. - . - 5. Maximum rise is 9 1/2 inches. C. Minimum headroom is 6 feet 6 inches. - . . . Sec. 3305(f) - . - (see attached) D. EXITS, STAIRWAYS, AND RAILINGS . . ,$. sprial stairways may notbe used for required -Floors above the second story shall have . /411 - exits when the area served is greater than - not less than .2 exits. - Sec. 3302(a) 400 sq. ft. Sec. 3305(f) - . . . - . . Required exit doorways shall be not less ,. 54. Spiral stairways must have a clear walking 26 inches between than 36" in width and not less than 6'-8" space-of the column and in height, and shall be capable of opening - handrail. Sec. 3305(f) -. at least 90 degrees. Sec. 3303(e) Provide I.C.8.O. Reasearch Report and 4umber 4. Provide 36" high protective railing for - . -" for metal stairway, or submit plans and porches, balconies, and open sides of landings. . - - calthilations and approved fabricator Maximum opening between railings shall be registered with the Building Department . less 9. Sec. 1716 .than - or note thatthe'stairway fabrication shall be done under special inspection per the - . - Show how guardrail connection details are . approved fabrication, plans. Sec. 306(a)48 Sec. 306(f) - and f adequate to support 20 pounds -per lineal . , - foot at a right angle to the top rail. 19. In buildings over 2 stories in height, provide Table 23-9 hour- fire-rated assemblies for all - - . , . .. 9 4,9 Provide stairway and landing details. - . . - - openings in the exterior wall below or within 10-feet horizontally of an exterior stair- Sec. 3305(b) & (c) -. - - - way. An exit balcony with 2 separated Maximum rise 8" -arid minimum run is 9". - - - stairways is exempt. Sec. 3305 - - Minimum head room is 6'-6"'. - - - 6. Exterior stairways shall not project into - Minimum width is 30". - ( - the 3 foot setback from-the property lines. - Sec. 3305(n) - - U 'he walls and soffits of the enclosed seabIe 2. Show 3/8" solid core self-cLosinqdoor soace under interior stairs shall be protected for openings between garage and 'dwelling. cn the enclosd side as required for one-hour Sec. 503(d) - - fire-resistive construction. Sec. 3305)m) Garages are not permitted to open into tll%. 62. Minimum construction specifications shall.- be made a part of the approved plans. / l. a room used for sleeping puroses. Sec. 1104 - 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 /u. S Specify roof pitch. ' over garage opening, lateral cross bracing at line an&eethocrsaing ga. t. Roof pitch is not adequate for roof type E. tB'F'23 f specified. Specify minimum pitch of 4OTE: Minimum plywood diaphragm ratio is 1/ o,,l or Z&. Table 24-I Specify roof material and application. 1ff6. . / J ----- '.. -..-------- Doors between dwellings and attached garages may swing in-either direction provided 7,Z Specify I.C.3.O. approval number for roof the difference in floor elevation between I 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 to support accumulated water. Sec. 3207(a) used as the'orimary 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 building, approval number. - - . additional steps or landing must be provided /1. Provide, plastic roof panel details to show in accordance with stairway requirements, and the door must not swing over the depressed compliance with Section 5206 or provide , level. (see 3303(i.)2 and 3305 (g). ICBO number. . . 7(8. Provide 18" raised platforms for any FAIl, 3 78 Show attic ventilation. Minimum vent area water heater, or any other device which is 1/150 of Attic area or 1/300 of attice may generate a flame or spark. area-if at least 50% of the required vent '7/'T') 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 IL' FOUNDATION REQUIREMENTS - 2--(\ Provide' fireplace construction details or i19 Note on plans that"A soils engineer shall note construction to be per attached fireplace ' evaluate any unanticipated uncompacted fill standard drawing. Sec. 3707 or expansive soil or other soil problems Show veneer support and connections comply ' ' disclosed during construction". Sec.'306(a)12. with Sec. 3002, 4,5,6. and Sec. 2516(a) -120 Submit- soils classification determination 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 302. . . expansiveness, compressibility and bearing (898 . Showheight and construction details of value. Sec. 2905 all masonry walls. Chapter 24 - I.? 121) Note on the plan the soils classification. 89 Note that cleanout openings shallbeprovided '-' - whether or not the soil is expansive, and note the allowable bearing value. Sec. 2905 at the bottom of all cells to be grout filled - over 4' in a single pour. Cleanout shall 172.- The foundation plan does not comply with be sealed before grouting, after- inspection. - / the soil report recommendation for this - Sec. 2415 project._____________________________________ Show floor and-roof connections to masonry' walls. Connection shall resist 200 pounds . - - per lineal foot or the actual design load, j - whichever.is greater. Sec. 2310 - p3.' Provide notes on the foundation plan listing - the soils report recommendations for-foundations. 92 -Provide material specifications for mortar, - - slab and building pad preparation. grout, masonry and reinforcing steel. - Sec. 2403 . , J 1l4. Note on the. foundation plan that "Prior - 93. - . Show how masonry house walls retain ing earth - . to the Contractor requesting a Building Department foundation inspection, the - - are to be waterproofed. Provide detail. - - 'lote that special inspection of the masonry - soils engineer shall advise the Building Official in writing that will -be required for - ' . .1. the building pad was. preparád in accor- dance with the soils report:. C.' GARAGE AND. CARPORTS - . ' ' : the utility trenches have been properly - . ' . . . . . . .- - - báckfilled and compacted, and: - ill.Garage requires one-hour fire protection - - - . - the foundation excavations, forming - on the garage side of walls and ceilings and reinforcement comply with the soil's common to the dwelling. - Table 5B Sec.03(b) . report and approved plan." - - - / to have one-hour fire-resistive protection All element's supporting floor above garage - VS.- Provide spread footings for concentrated on the garage side. Sec. 503.'-Beam and - - - loads designed for 1,000 PSF soil bearing posts, not within the' wall or ceiling con- or per bearing value as determined by struction, must comply with USC,- Table 43 an engineer or architect. Chapter 29 or be minimum 6" dimension beam and minimum 8" by 8" post. - l Show height of all foundation walls. Chapter 23 16, Note Cross bridging or blocking. Floor . • Show height of retained earth all foundation ,on I joists and rafters. more than 12' in depth . and soanning more than 9 feet snaIl 'be . / walls. Chapter . . supported laterally by bridging at intervals 129. Show distance of foundation to edge of riot exceeding 8 feet. Sec.- 2506(g) cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29 j '1 L..,.,1' Show blocking at ends and at supports of floor joists, and for rafters at exterior (D 3 Note on olans that wood shalt be 6' above •. walls. Sec. 2506(g) ' finish grade. Sec. 2417(c) 7. . . LjShoW 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 Sec. 2506(g) . . . . . and key elevations. Sec. 2905(f) 165. Show double joists. Floor joists shall i (liT) '1 Dimension foundation per Table 29A. . . . . . be doubled under bearing partitions running parallel with the joists. . Sec. 2518(d) 5 Show rafter ties. Rafter ties shall be. TABLE NO. 29.A—FO(jNDATIONS FOR STUD BEARING ' . spaced not more than 4 feet on center WALLS—MINIMUM REaUIREMENTS where rafters and ceiling joists are not n,l11 s,- 'ciqu,t 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 .6, .O 6.12 2 8 8 15 .7 18 3 10 10 18 8 24' )47, Show rafter purlin braces to be not .less ' than 45 degrees to the horizontal. Sec. 2518(h) . 16 . Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed.) 169 Show double top plate with minimum 48 lap splice. Sec. 2518(g)4 Show nailing will be in compliance with Table 25-P. .,• UCWttfl stories, u ----- ecwntn NOTES: 3L_._ L.top story and roof space, at ceilings Where 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 excavatee to the elevation of thr . concealed or furred space is greater than top of the footinc. . 10' horizontally or vertically, between stair stringers at top and bottom *and L Show foundation sills to be pressure treated, , between studs along and in line with stair run adjoining stud walls and partitions, or equal. Sec. 25l7(c 3. at perimeter of sliding door pockets, M (ffr Show foundation bolt size and spacing. .. . . between chimney and wood frame using metal \,,,,,...' Sec. 2907(e) or incombustibles for the fire stop and q (') Specify size, ICB0 numberand manufacturer . at other places that could afford passage of power driven pins. Show edge and end of flame. Sec. 2517(f) distance.and spacing. Sec. 306(f) Show stud size and spacing. Maximum allow- Show size, imbedmertt and location of hold able stud heights: 2'x4"9 16 is 14': 3x4"&2x6'9 16"o.c. is 20'. Sec. 2518(g)2 down anchors on foundation plan. Sec. 2312(f) Note on plan that hold down anchors must 3Note an A.I.'.C. Certificate of Compliance i.iG. for glued laminated wood members shall be tied in place prior to foundation inspection, be given to the Building Inspector prioi Sec. 2312(f) Show adequate footings under all shear to erection. Sec. 306(f) walls. Sec. 2311(e) Detail all post to beam and post to footing -A Show stepoed footings for slopes steeper connections. Sec. 2517(c) 4 075 Specify nail size and spacing for all ( than 1:10. Sec. 2907(c) shear walls, floor and roof diaphragms. 119. Show minimum 18 clearance from grade to ,. Indicate required blocking. Maintain bottom of floor joists and minimum 1:2" , maximum diaphragm dimension' ratios. clearance to' bottom of girders. Sec. 2517 ' (Tables I.J,K(. s.tj f • ' 140. Show pier size, spacing and depth into ~76 Show 3"x4' or 2"x6 studs in fr" , undisturbed soil. Table 29-A of e c story building. Sec 2518(f) Show minimum under floor acess of 18x 24', Sec. 2517 77 . Proitruss details and truss. calculations., . Show minimum under 'floor ventilation equal . ' Provide roof framing plan'. Sec. 302(a)7 to 1 1/2 sq. ft. for each 25 lineal feet , ', . 79. Provide framing sections through____________ of exterior'foundatjon with openings, as close 'to corners a's practicable to provide cross ventilation on at least two approximate Section 302(a) 7 'ly opposite sides. Sec. 2517 'Specify all ,header sizes for opening over I. FRAMING wide. Sec. 2518(g) 7 ' - : 4' Provide ca1culatiors for 3 Show all joists. 'rafters, beams,- and posts f,: • f"i.•Ji'.( ,::. , 2' to 4' thick to be No. 2 'Grade 'Douglas Fir-Larch or Section 302(a) 7 better.- All posts' and beams ': 5 and thicker shal,l be No, 1 Grade Douglas )frl In areas subject to water splash and in Fir-Larch or better. (Table 25-A-I) - exterior locations, wood columns and posts 3 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 Ix4 diagonal - , • , . wood unless, the columns or posts are foun- let-in brace or equivalent. Sec. 2518(9)5 datiort grade redwood or cedar. Sec. 2517(c)4 ) Show location ot attic access with ml.nimun 108 Show access to the attic or under floor 22' x 30'. Sac. 3203 .. / furnace to be minimum 30 inches by 30 / P4 r Show draft separation for attic areas / inches. sec. 08 709 1.MC - in excess of 3 000 sq t Sec 3205 209 '4ote tat passageway to ..he attic fu:,ace - ke - Show draft seoaracion or space between / shall be unobstructed and have continuous dropped ceilings and floor above in excess solid flooring not less than 24 inches of 1.000 sq.ft. Sec. 2517 / S wide. Sec 708 (JMC Li: Specify plywood grade and panel indenti- 21. Show permanent electrical outlet and fication index. Table 25J e' lighting fixture controlled by a switch J,8'4. When roof is less than 3:12. design pitch for the attic furnace. Sec. 708 (JMC 21'L Show details to comply with Section 09 ridge as a, seam. Sec. 2518 (h) / for furnace under the floor, Section 708 18.1. Wood shear walls shall not be used to : for attic furnace, or Section 710 for roof or outside furnace. / resist horizontal forces contributed by t'2 Note on plan, gas vents and non-combustible masonry in buildings over one story in - height. Sec. 2516(b). ( piping passing through three. floors or Less shall be effectively draft stopped l4. Gypsum lath and plaster, gypsum sheathing at each floor or ceiling. (JOC Sec. 1706(a)6 board and gypsum wallboard shall not be used in vertical diaphragms to resist K., ELECTRICAL (National Electrical Code) forces imposed by masonry or concrete All wiring shall comply with the National Electrical construction. Table Code. 134. 'If cripple wall studs are less than 14'. framing shall be blocking. Sec.25l8(g)6j-.-.- solid i1i' Note on the plan the amperage of electrical '. Cripple wall studs exceeding 4 feet in service 'i. t.t height shall be 3 inch by 4 inch or 2 If the electrical installation is more inches by 6 inches when supporting 2 stories., Than 200 amperes. show panel location Sec. 2518(g)6 and provide a single line diagram and , S load calculations including: 1 1y2. . . Show plywood sheathing'over exposed eaves, " Wiring method employed. or other weather exposed areas, is exterior - . Sizes of all conductors, switches, . grade. Sec. 2517(g) 3 'and circuit breakers, fuses. conduits. . C. Approximate Length of service feeders. ') 93 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 J stuccoed. Sec. 4706(e) ' : and load distribution on panel busses. . V . Provide an approved waterproof building e. Provide typical panel schedule(s). paper under wood siding. Sec. 1701(a) '(2 Dwellings require minimum 100 amp service. Specify an approved 'flashing for exterior 224 ' Show location of all electrical receptacles. openings and parapet walls. Sec. 320,8 116. Show ' 7I2'5 Electrical receptacle locations-,and/or corridor width to be minimum 36". V -- spacing is not. adequate in " 3,17. Specify truss layout for 30" x 30' attic Sec. 3304(b) access. . ' 'i 2216")( At 'least one rectacle shall be installed i4. Ridges, hips, and valleys' shall be at ' , outdoors.(' iem.and attached garages, other thai a'ü'nry-outlets. Art.. 210-25(b) / least one size larger than supported . . Show minimum dwiii'iglightin NEC rafters. Sec. 2518(h) , ''' , Art. 210-26(a) and GFtS' in garage, baths Provide metal straps across ridge beam ' and outdoors. NEC Art. 210-8(a). S and rafters.. , Note 'UFER" ground to be provided (NEC). J. MECHANICAl. ' ' 1 Art. '250-81 All heating, ventilating, and cooling systems and appliances shall comply with the Uniform ' S Mechanical Code. .L 200 Show the size, location and type of all L. - PLUMBING (Uniform Plumbing Code) 5 heating and cooling appliances or systems.. All plumbing shall comply with the Unifrom 201 ' Show source of combustion' air for furnace Plumbing Code.' ' S ' 5' will comply with Chaper 6, U.M.C. Showsize, type and 202. Every dwelling unit shall be provided with heating facilities capable of maintain- ' I 237 loca ' tion on plans. Show method of combustion air providing ing a room 'temperature of. 70' F. at 3 , ' 'to burning water. heater. Sec. 1307 ,fuel fet above the floor in all habitable ' 2)1. Fuel 'combustion water heater' shall not be rooms Show basis for compliance USC / installed' in bath or bedroom or in a closet Sec. 1211 opening into báth'or bedroom. Sec. 1309 : Show 30 deep minimum unobstructed working ' , 34 Pro q vide adeuate barrier to protect water space in front of furnace.' ' ' heater from vehicle damage. Sec. 13'10 'Z (it') Note on plans ,clearances to be per manufac- turers Sec 704 3MC Show T and P valve on water heater and listing iPøFoufe of djsca?e lieioeio ' •"i)urnace shall not be installed under any srTre-i 'stairway. Sec. 704 (JMC ' '(z) Provide dryer vent to outside. CMC. 2.06 Furnace shall not be installed in any '-..." Sec 1903 ' bedroom bathroom closet or in confined 3 243 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 backflow orevention deuces Sec 1003 S , ' enclosed furnace or electric heating appliance. / Sec 704 IJMC . ' - ' - 2f4. 'Shower stall shall accomodate'a 30 circle 2707) S , ' ShOw ICSO approval for prefab fireplace ' / - :UPC 'and have a minimum floor area of 900 sq.in. and provide approved installation instructions 969(d) . at 30b site ' 81 NQte t the extorter wall fireplace - F:r-otaC. to have minimum ix quare - inches of outside air: to have glass : or metal deer covering the entire opening Of the firebox: to have tight-fitting damper' with readily accessible control 1. otsE :NSUZ-V?tON I0PLEX '. and should not have a continuous burning 3h0w .et3l. I of duplex ronmtor% party) 'jL1s pilot light'. / md floor. :ailina .iss.mOlte5 to ,/282.)' Note ducts shall'comply with Chapter 10.. 'm Sound in.imtsSiOn i1a - 'aC' ' 1976 UMC and shall be tightly sealed in '.altx Ot i(l''1eCU31.1 md in IIp4Ct , witim maSt' nLei:n 'te at the water heater loc&tiqn water 14 / 264. Show naw penetration of asamsotiel fOr r wrap of RZ external. ,,• inoulation:.,,.. 7 Piping. electrical devices, recessed caBinets. ') water hester is in unconditioned' i. g. bat$tuBs. soffits. or heating ventila Lined- spaU. true-ftrz 11 at of outlet or •51,4u5c ducts snaIl be sealed. required bun or insulated to maintain pipe'to have R-3 wrap. ' 0 transmission rating. ' TitLe 23 ' ,. 285. Note all circulating hot water pipes / Provide insulation in walls and cetiing in unconditioned spaces shall be insulated. , to acniev, SiC of 50 between garage And -a.~86 Note that all gas fired heating and Living' area' if garage use is not controlled _J cooling appliances, showers and faucets by resident Title_ 23. ' ' shall comply with the Energy Efficiency Standards. ' a. EMCY CONSERVATION, Please Read /87 at bathanitchen that the New State Mandated Regulations ' ,. L—' Al ssiT Ave an efficiency an (Calif. Admin. Code) became effective , of not less than 23 lumens per watt June 16. 1983 and require that the ' i.e. florescont.. ' design satisfy on. of the alternative energy packages (see attached packages ' 2811 Note that heating or cooling systems • ) —" (except heat pumps) shall have an automatic A. S. C, 1. 2. 3. 4 and AS 163). The ' thermostat with mechanism which can be law also requires that many mandatory manually programmed to automatically ,conswrvation items be satisfied.' - , is in Zone_ . set back the thermostat set points for ' Copies of the Residential Energy at least two periods within 24 hours. ("it') Show the size, type and location of Conservation Manual may be obtained ' —.-' the space heating (or cooling) system from: Publications Unit, California and provide energy calculations if the Energy Camatssion, 1111 Howe Ave. MSSOe - output BTU/Hr. exceeds 45,000 BTU/Hr. Sacramento, California 95823, (Tel. output. (916) 920-6216)). California Building 2O Officials also maintain a telephone .) Show make and model for PAU and smEar heater. 'hotline* between 10:00 A.M. and Noon ' are on State approved list. and 1:00 P.M. to 4:00 P.M. at (916) y(.' Outdoor pools '&tn fossil' fuel heaters 456-3823* ri:e pool covers as well aà otner energy how on the title sheet of the plans. S&VLAq 416VICUS *ucn as cia. clocks. ICC. was selected i.e. A. B. C. 1, 2, 3. 4. or AS 163 to show compliance, and MIscELLANEOUs provide calculations and other data, .... Show a minimum 2 air space and flashing appropriate to that selected packs ' between planter and building walls. 273. 7 e responsible deaigné'r'should sign Sec. 2517(e) a statement, on the Plan title sheet ' 1 Specify material to be used under the e esign su it C su a y .' shower tile. Sec.' 1707(a) ' conforms to the Energy Regulations - for Residential Buildings*. - 03. Specify lath and plaster to Comply with 30ç 274 Show the R value for the wells and Chapter 47, hOC. - ceiling and related areas. - . , 304 Two 3/4 copper pipes must be installed o . - - - ) from water heater location to convenient .310 Note that the insulation used shall location of future 3015r panels (City Ord.) comply with California Quality Standards. - - 76. Note the insulation installer shall m 3 provide sleeves (roof jacks) in roof for - two future 3/4 copoer to cunvenient - pipes post a signed certificate, in a conspicioua location of future solar panels (City Ord.) - • place in the building, stating the - insulation complies with Title 24, Chapter 306. Note that solar water .Piping is to be insulated - 2-53 and Title 20, Chapter 2. Subchapter • - in areas that are not heated or Coaled. - 4, Article 3.' • - - (City Ord.l • - 277 'Note doors and windows, including skylights, .between conditioned and non-conditioned 8uldxng plans are substantially correct —0 as he and complete. U S. 'ote',on the framiñ Ian hat weather- at cau ing or es :: must • - '• '' . - • By: • be used to 'limit filtration in the: - - Date: - • - -• building envelope at the following -locations: - - - • - • - - - • Exterior joints around windows and door - - • 0 Building plans would be substantially correct frames between wall sole plates and floors and complete is minor correcions are made - • • • and u,..twoen exterior wii,& pane&s; - - '- - - - - at counter. . , - - - penetrations in walls, ceilings, and • - -- . - • floors for plumbing electricity, and - - - gas lines; openings in attic floors: • • - Date:. ,., • • - - - - - -• and ill other openings in the -building envelopu. - , - • - - ' - -• - Building' plans require major corrections and > ..,.._" Note that 'doors and windows to be certified and laoeled'ai complying with the Energy / complete pl# recfl.ck. by plan check , -• engineer,syquq.d. ' ' • Regulations. '- - By: .i0 Note fans exhausting air to have beck • - Date: . draft dampers. - ' ' . - ' 0 ' ' ' ' ' '• ' . If you' hay. any questions regarding 0 - , ' - ' -' ' , - this plan check, plesse 'call at________________________________________ we would also be pleased to meet with - - - ' ' • you, at no, charge. - if additional assistance is needed.' 9-9 PLAN CHECK NO. OWNER .PLANRECD. PLAN CHK'D. CHK'D. BY 7.• . . ,; / r ') I, . •- ...,., .- I o,- 27c /? i&) dSTS oé' OAtA1efi$ ___ s dS.Je4 'U ,4.s d_i )) ,& '4:(.?l "4 . lcl'#4ss zAJof /44 eC 4) ?-f (1 5 C7AF4' • C 4 ,u.ô i 5 &.i . • J• ,,o i i2 __ 72pa isiiii TABLE '2—i. ALTERNATIVE COMPONENT PACKAGES FOR CLIMATE ZONE 7 • Package '' . . .• . Component .. A B C •. . S BUILDING ENVELOPE Insulation Minimums . Ceiling . . R 19 R 30 . : R 19 . Wall1 V R 11 (R 2.5) R H (R 2.5) R 11 (R 2.5) Slab Floor Perimeter . V noreq'rnent : . no req'mertt Raised Floor R 11. ' R 11 . R .11 Glazing Maximum U—Value 1 10 0.-65. 1.10 V Maximum TotalArea V no.req'menc . . 14.0% V .14.0% Maximum Total Non—South V. V Facing Area 9.6% no req'ment no req'ment. •. Minimum South Facing', Area V 6.4% . no req'utent no'.req'me nt. ' V V Therml Mass V required not req'd . not req.'d . . SPACE CONDITIONING 'SYSTEM' V Heating Systeth.Type2 . , gas . . gas . gas V DOMESTIC WATER HEATING . . V 0 V .SYST( TYPE . . ' gas, heat pump, gas, heat pump, . solar with V . or solar w/ any or solar w/ any . gas backup . V ' V •• V type of backup., type of backup heat ' V heat. heat I The value in parentheses is the R—value for the entire wall assembly if V •' 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 maso'nrywallo shall be exposed to the room air. The exterior wall used to meet the R—value in.parentheses cannot 'be used: ., . tj meet the above thermal mass requirement 2, 4hcrenatura.1 gas 'is not available, zonally'controlled' electric' regis— cue or radiant heating systems may be used 48.' ' S , V .: ,, - '-7 00 • -at. aa- at. • 2 at it at II JE I ! at at 92 323 46 • • '• • .• •• --a • • •• a ,• S. s - -. - • ..• p • a 0• a C S - . ..- . .-. 0 C -. C - a g - .. - • - - • a . ti a to S , :. . . _ 0 - 0 - C - - p. .-I - - - - .. - - a - 0 I. I qp II I Z I -a a F ..- Z 31 • --- . o a - .. . - • -. • - C - a • - ...e - - C C - - 5- - - 0 . . - ) -- 41 - - • 2 C ii . t. • -- t' -.5 - S S • . S S 1 !J 11111 16 • . .1 - h a a a a a.- a a a ta a-a at .. 2. a -a- at a-a -;a?-- • • S • ii ii : .5 1,.: • • -- • - -a -.. p-:- a.- s-i ii -ii -- • S --a a • -it i -a-. at - S --- .P - STATE OF CALICRNIA—ThE. RESOURCES AGENCY S ' CEOCE OEUkMEJAN. Gu..mo, CALIFORNIA , ENERGY COMMISSION c ErV o 516 NINTH STREET •. AUG 1 9 1983 .ACRAM(NTO. CAIlFOaNIA 95814 NOTiCE OF STATUTOF.Y CHANGES c' CCFPORMIO:I ' 120 CNESAPEAKIE IN THE RSIDENTIkL BUILDING STANDARDS DR E 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 building. 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 based'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 lÀ 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. ht:n 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 enerr 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) and follow these steps: . 1 Calculate the energy consumption or point system total of the building floor an irLcluding'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 buildirg must meet. Note: Lt''the point system is used,. this goal will not-necessarily be zero points. S , .• S ,, ' , S S 2. 1rf.:ti the same computation, using the proposed building's actual glazing area, 3rir.tation, and distribution, and it: actual energy conservation feature. he Jesigr complies if the energy consumption or point system total is equal to or better than the goal established in.. Step 1.. , 5 5 Mailed to lists 408, 409, 050, 053 on 8/15/83 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, C;mliforni4 d 4itt1i b4 Pu4 Any application for a building permit pending on or' after July 29, 1983, 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 RUIREJrJTS IN THE NEW B 163 PACKAG3 (See TABLE) The following requirements apply if builders elect to use the çackaes in AB 163. (For requirements of other packages or compliance methods, consult the standards or the &ierr Conservation Manual.) •' 1. 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 requirement. 2. 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 S material used must have a 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. '3. The attic reqplrement means that an attic is installed under not less than 75 percent of. the 'roof that is over any conditioned spce. .' , • ' . S 4. The air conditioner efficiencies must be et if an air 'conditioner is • inst41ed, out AB 13 does not require. that an air conditioner be 'installed... 5." 'If a heat ptp'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 plied for on or after July. 1, 1984 E. Infiltration barriers' and air-to-air heat exchangers'are not required in any cl1Idte zone by these packages RECUIREMENTS NEW -AB 161 PACKAGES hiERE REQUIR:ENT5 DIFFER FON SLAB AND RAISED FLOOR CONSTRUCTION., . FIRST VALUE IS FOR.. . .. . . • S SLAB FLOOR AND SECOND VALUE IS FOR. RAISEDFLOCR. EXAI,PLE IN CLIMATE ZONE 1, ThE .. '. FLOOR ThSL1.ATICN EEQUIRD1ENT, "NR/19", MEANS THAT TIRE IS NO REQUIREMENT FOR SLAB EDGE INSULATION aur R-19 FLOOR INSULATION IS F.EQUIRED FOR RAISED FLOORS ClJate Zone . . . . . . : . . S a a . 5. . i. a n. z ii A ii Building Envelope S. . . .. .. . . . . S. Insulation Kinian.s. .. . . '. S •. . . . .• . . . . Ceiling. fi value 38 30 .30 30 . 30 , 30 . 30 30 30 ••• 30 30 , . : 30 30 38 38 38 Wall, R value .19 ii . n ii 11 11 . 11 11 11 11 11 . 11 ii 1 1/19 11 11/19 : • Floor, H value HR/19. NR/19. NR/19 NR/19 NR/19 NR/19 NR/19 NR/19 NR/19 NR/19 NR/19 NR/19 . NR/19 HR/19 NR/19:. 7/19. A"ic REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ Glazing txiunu' 065 065 065 065 065 065 065 065 065 065 065 065 065 065 0.65 065 Haxintin area, %2 16. 16 20 20 16 20 20 20 20 20 16 16 16 . . 16 16 . . 16 Shading Coefficient So h-facing NH NH n NEt NH HR 0 36 0.36 0.16 HR 0 36 0.36 0.36 0.35 HR .' -E as'.-facing . HR' HR . HR :NR. Nit p p' 0.36 0.36 0.36 NR 0.36 0.36. 0.36 0.36 p. e5P...facing. . NB NE; .N11 KR . ... HR 0.36 NR/0.36 0.36 -0.36 0.36 0.36 .0.36 0.36 0.36 .. 0.36 HR Nor'.h-facing ..1IR . NE HR NR NR HR 0.36 0.36 0.36 NE 0.36 0.36 0.36 0.36 NE Tnemal Pass, S 25/HR 25/NE 25/HR 25/HR 25/HR 25/5 25/5 25/5 25/10 25/5 25/NR 25/5 25/5 25/NB 255 25/HR Electric,-4 (tle. Caskets •. . REQ HR . NH/REQ HR NE .NR NR . NE NR .. -NR . HR HR NE REQ/HR REQ . HR. nearing & Cooling Systems Gas furnace efficietcy, 5 72/71 71 71/79 71 71/79 . 7.1 . 71 71 71/7 71 . 71. . 79 . 71 71 . 71 7.1 Cla'.e Zone. . ... ' . . -. . . . . . . . ' .. . , . . ... . .t a a s. i. a a IQ .li Hea'puTp • 2.5/2.5 . . . 2.5 2.5/2.8 2.5 , 25/2.8 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 6.0 8.O/b.5. 8.0/9.5 9.0/9.5 6.0/9.0 6.0 8.0 8.0/95 9.5 6.5 9.5/9.0. 95 ' 8.0 9.5/8.8 5:5 8.5 aater bearing System Type '.aural gas t.eat puip or solar wl'h any dnd of backup NOTES: 1. U ishe of O..5 zans :ouble glazed. . .. ., . . . . . . . .. 2 G.azing area is perce ae of conat1oneQ floor space .3 Th.iiT.a mass requ1renen based on percen'ae of first floor area. l '.x Cue's 'rtq'-,irea only on exterior walls. 1*2t ptr.,z musthave a.'.a'.ic dual setback '.nermosa'.s in zones 1, 3. 5, 7, 15, and 16. After July 1, 1584, U near pu.aps installed as carponens of nese paeaages musT have autotat1c ua se'oac.c tnerinos'ats PLAN CHECK NO - BUILDING ADDRESS APPLICANT/CONTACT ,•< PHONE NO. — BUILDING OCCUPANCY _/,'- / DESIGNER PHONE____________ TYPE OF CONSTRUCTION / .') CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA. VALUATION MULTIPLIER VALUE /7.7Z 1 g 2' 8 / '2 93 c 03 Air Conditioning Commercial 2.80 Residential 2.40 - Res. or co; • Fire Sorinklers • 1.50. • Total Value'.'e 5 Fee Adjusted To Reflect • • • • • 0 Haidicapped RegulLions (Fee ..w l Building Permit Fee $_ Plan Check Fee $ - - COMMENTS: • • • • • 8/4 /8 2 % COVERAGE_______________________________ BUILDING HEIGHT FENCES/WALLS \ TWO CAR GARAGE . REAR REQUIR'' FROM SIDE COMMENTS: -' PLAN CHECK NUMBER ADDRESS /7 DATE PLANNING TYPE OF STRUCTURE ZONE SCHOOL FEES: SAN-DIEGUITO ENCINITAS____________________ CARLSBAD SAN MARCOS_____________________ H (I' REDEVELOPMENT APPROVAL REQUIRED: Cl .' I-Ui ' LANDSCAPE PLAN COMMENTS: ENVIRONMrNIAL REQUIRED______ ADDITIONAL COMMENTS:________ IN OK TO ISSUE• .DA1E:71'9 OK TO FINAL:______ DATE: • ENGINEERING LEGAL DESCRIPTION VERIFIED? . A.P.N. CHECKED? P.F.F. A)L IZLEO PARK IN LIEU 17AtO -AAS cjzo R.O.W:. IMPROV MENTS: 3bt40Ei17 - •E.D.U: SEWER LATERAL ( — DRIVEWAY O-cOMI&O cy- GRADINGPERMIT: DRAINAGE: C) K - AJC Qv - . t ArTYt•IRI ui - OK TO. ISSUE: DATE:_____________________________ * ENGINEERING INSPECTION REQUI!ED: .S PUBLIC WORKS I SPECTOR: \ FINAL OK DATE * IF THIS ITEM IS NOT CHECKED, BUILDING DEPARTMENT, KE ALL INSPECTIONS (DRIVEWAYS, CURB CUT, DRAINAGE, ETC.) - . -V -------"----.- - '-- -V V• V.' SOIL AND MATÉRIAL TESTING LABORATORY. ' OF NORTH COUNTY. INC. February 16, 1984 423 HALE AVE. - ESCONDIDO. CALIF. 92025 - - ESCONDIDO - 746-2333 City of Carlsbad .-Building Department . 1200 Elm Avenue Carlsbad, CalifornIa 92008 '- RE Job No 84-5 SUBJECT: -Mark Packard Residence Site 1800 Block, Oak Avenue ', Carlébad,,rCalifornia V -: Gentlemen: Our firm has been retained by lYIr. JYlark Packard to perform the inspectio.n of the footin6 excavations for his proposed two story over -: basement dwelling. , The residence will be located on a flat parcel of land. '• V ' ' ', : V The plans available for our use in.preparing this report consisted of the mini Subdivision map, prepared by .,fflr. Alto.n •Ruden, and the building plans, prepared by Home Planers,.,Inc. V The legal description of the site is Parcel 2', of minor Subdivision No 620, Carlsbad, California A 'review of ,the aforemention plans, 'Indicate a seven foot ± deep ' basement beneath the ;proposed residence. The basement wallswi'llbe - V of concrete—masonry block 'construction. A wood floor'system will -cover •'the basement and be 'a -integral part of the residence above. The remaining two story residence will consist of concrete slab on grade and wood frame—stucco construction; The subject site i's V • • , . " ' '• .' - further depicted on the attached Figure No I It is our opinion, based on our experience, that the continuous and spread foundations when founded a minimum of 16 inches deep into the firm natural ground soils may be designed with an allowable soil bearing value of 3,000 pounds per square foot. The. following are recommended lateral. loads to be utilized for the natural ground soils a... The active earth pressure for the' use and design of ..' . .. foundations, footings., retaining walls, etc., shall be based on an equialent fluid pressure of 30 pounds per cubic foot. .• . b.: The active earth pressure for the use and design of restrained walls shall be based'on an equivalent fluid pressure of 60 pounds percubic foot. • c. The passive earth pressure to be used for the design of- foundations and footings-to resist the lateral forces (wind or seismic) or the-active soil pressure, shall be based -on-an .,equivalent fluid pressure of 500 pounds per cubic foot. d A -coefficient of - friction maybe uCed between he soil and the concrete foundations, -footings, and floor slabs - - . on a factor of. 0.4 times the dead load. -This value may -. -. be used in conjunction with the.passiv.e earth pressure. - • - - • - in determining the lateral resistance of the natural . ground soils. - • • - - • - • - : Our :engineering geologist, Mr.Alfred- N.--Venton, and,.I visually inspected the site and classified the existing natural ground soils as'red—brown sands. The sands are non—expansivqI and are part of the - Pliocene age, beach terrace. f-ormational materials that occur in this portion of Carlsbad. These formational soils possess excellent.bear— ing qualities. - - • - •. • -- • - •- - - - • -• • - - We respectfully -request your approval for-the construction of this single family dwelling - - -. - - - - SOIL AND MATERIAL TESTING LABORATORY -: - - - - - - - - - - - - - - OF NORTH COUNTY. INC. - - - - - - - - —2— -. - - - - - -