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HomeMy WebLinkAbout2726 OBELISCO CT; ; 82-185; PermitUSE BALL POINT PEN ONLY 9 PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. I ~.;.Iby ~ffkln that Lam licensed uhder' 10, to slonslof Chapter 9,(commencing with P- Section 7000) of Division -3 of the Business ~p V, 0 -9 and Professlons Code, and my license Is In 1K full force and effect. Z Lic. Nft.,—I— Class 01 1, hereby affirm t~at I am exempt from the,Con-.' tractor's License Law for the following reason (Sec.- ode: Any city or 7031 , 5 Business and Professions C I. county which requires a permit to construct after; improve, demolish,- or, repair any,struclure, prior to its issuance,alio'requires the applicant for such permit to tile a signed, statement that, he i is licensed pursuant to the provisions of the Con. tractor's~ License Law lChapter 9 commencing with Section 70DO of Division 3 of the Business and Pro-' r fessions Code) or that is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by an applicant for a permit subjects W me applicant to a civil penalty of not more than five MA hundred dollars ($5001) ~- .: -, 0 'd 1, as owner of the property, or'my employeest, =! with wagesas their sole compensation, will do the Z) 'intended or offered for work, and the str clure is not "Business and: Professions Code: sale (Sec 7044, The Contrac for's License Law does not apply to an Z owner of property who builds or improves thereon and who does such Work himself or through his own 0 -,employees. provided. that such improvements; are not intended or offered, for sale. If, however. the building or improvement is sold within one year of completion,-the owner-builder will have the burden _cif proving that Oe did not build or improve for the purpose of sale). [3 1. as jwn r of th'e property, am ixclusively Z contracting wieth licensed contractors to construct 0 the project (Sec. 7044, Busineis and Professions Code: The Contracto,'s, License Law does not apply -to an -owner of property who builds or improves IX thereon, and who contracts for each projects with a -J contractons) license pursuant to the Conlracto!'s 0 UJI License Law), 0 1 am exempt under Sec. B. 9 P.C. for this reason L E3 I hereby affirm that I have a certificate of consent -insure. . or a certificate of V to sell Compensation Insurance. or acerlified cop) (Sec: 3800.- Labor Code). 4 ~O: POLIC' Z Y 2 --,~:compiNy W 0 ~opy is filed with the city. Z UJ [3 Certified copy is hereby furnished. CL i ~- :E 0 CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE,-~, IT his section need not,pe completed~if the ~ermit' is for onePundred dollars ($100) or less) LU I ceri!fy that ~n.lhp performance of, the work for 0 ) Sh,ch this permit is issued. I shal no employ any person in any manner so as to become subjec I to the Workers' Comp nsation Laws of California. NOTICE TO APPLICANIT: If. after making this. Cert. tf~, ficate of,Exemption. you should become sul . the Workers' Compensation provisions of the Labor L! Code. - you must forthwill'i . comply with , such 11AW ObI Its be dee e re 6ked. . C] I hereby affirrr~ that there isva construction lending agency for the performance of the work lot Uj which this permit is.issued (Sec,'3097. Civil Code). Z uj Lender's Name _j Le rider's Address CARLSBAD BUILDING DEPARTMENT . I . I .... .. . APPLICATION &PERMIT' 1200 Elm, Carlsbad, California 920016 (714) 438-5525 JOB ADDRESS AV. ST. I DATE.OF APPL CATION BUWNSE RD., 0 6 C, ,2 7-26 o _3 VALUATION PERMIT NUMBER, 4 ZONE 'OWNER'S NAME OWNER'S PHONE PR E CONTRACTOR CONTRACTORS PHONE If ;71 y-A2,V 7,;2 27~2& OWNER'S MAILIING ADDRESS CONTRACTOR'S ADDRESS -C.A4 lea LICENSE NO. PLAN I.D. # 13LOG USE CODE C '22~ P 10 Ae A~ V03 4// Z - LOT BLOCK, SUBDIVISION ASSESSOR PARCEL NO. DESIGNER STATE LICENSE STANDARD PLAN # BUILDING SO. FOOTAGE DESCRIPTION OF WORK,.~,, DESIGNER'S ADDRESS S G- r-"s SdLv, 6-44, DESIGNER'SPHONE umi-VI, W40 U-4 F/14340.6 F/P FLR ELU. NO STORIES 0 G~5 EDU YO NO CENSUS TRACT' GP LAND USE PARKING SPACE. RES UNITS GRADING PERMIT ISSUED, REDEVELOPMENT E OCC LOAD FIRE SPR AREA- ?T6 YO. N 0 YC) N11( y 0 NJ& 'Nbt Valid Unless Allatchine Certified QTY. PLUMBING PERMIT - ISSUE QTY. MECHANICAL PERMIT'- ISSUE ip-0 SUMMARY/ACCOUNT NUMBER 049 fit, EACH FIXTORE TRAP. F INSTALL FURN. DUCTS UP TO 100,000 BTU BUILDING PE RMIT 01-000-422b J ~f BUILOING SEWER OVER.100,000 BTU SIGN PERMI 01-00IJ-4221 EA H WA ER KEATER AND/OR VENT BOILER/COMPRESSOR. UP TO 3 HIP PLAN CHECKV X-C 01 -000-4806 4 EACH GAS SYSTEM I TO 4 OUTLETS BOILER/COMPRIESSOR 3.15 HP TOTAL PLUMBING '01-000 -4222 ~EACH GAS SYSTEM 5 OR MORE METAL FIREPLACE ELECTRICAL. 01-000-4223 EACH INSTAL..~ALTER, REPAIR WATER PIPE VENT,FAN SINGLE DUCT MECHANICAL, 01-000-4224 EAC,~ VACUUM BREAKER MECH EXHAUST'- HOdD/OUCTS MOBILEHOME 01-000-4225 WATER SOFTNER RELOCATION OF EA'FURNACE/HEATER MOBILEHOME PARK INSP~ '14-'EAC H~ ROOF' DRAIN (INSIDE) SOLAR -000-4226 01 TOTAL MECHANICAL T -ZZ STRONG MOTION- 65-640-0519 - -TOTAt! . PL UMBING FIRE.S4INKLERS -4227 01-000 QTY.. -A EL CTRICAL7PERMIT ISSUE QTY. SOLAR - ISSU E PUBLIC FACILITIES FEE 25-000-4933 -BRIDGE FEE 2.00" N~W*COkSf E4*~W/Swf[6KR a<)Q— COLLECTORS SCHOOL FEE'- DISTRICT - # I PH 4 1. , 3 PH STORAGE TAN - 771 Carlsbid'. 65-6~3-0519 E X IST 9 LOG EA AMP/SWT-/B ~R Abft ~TORA& A Encinita-s 65624-0519 11 PH 3 PH PUMP San Dieguito' 65-625-0519 ilk REM6.OEL/ALT.ER PER CIRCUIT,17' PLAN..0 'TEdK FEE f -I/ San Marcos 65-626-0519 ',TEMPPOLE 26'OAMPS '41 -.1.% -1 -4- . I'll, P OVER 200 AMPS- TEMP 0 CCUPANCY (30 OAYS)~ o -TOTAL Ei LECTRICAL iOTAL-SO`[AR TOTAL FEES PA I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY Expiration. Every permit issued bythe BuildiAg Official under the provisions ofthis AN OSHA PERMIT IS REOUIRED 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 or work 5'0" DEEP AND DEMOLITION OR CONSTRUCTION OF authorized by such permit is not commenced within 180 days from the date of such STRUIC DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permit. or if the building or work authorized by such permit is suspended or 3 TURES OVER 3 STORIES IN HEIGHT time ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CON. ISSUED: TO COMPLY WITH abandoned at any after the work is commenced for a period of 180 days. STRUCTION, WHETHER,SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND APPRII~YED ~Y,', KEEP HARMLESS THE CITY OF:C~,PILSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND APP T' IGNA AR7 NER 0 CONTRACT L EXPENSES WHICH MA.Y IN ANY WAY ACCRUE AGAINST-SAID CITY IN CONSEQUENCE OF'THE r,'GRANTING OF THIS PERMIT. BY PHONO)r~ ,,, . - d - . I . . -. . . 1 .1 . A~ - - , . . . . I - I . A' , - . - , INSPECTION TYPE DATE INSPECTdA BUILDING .~OUNDATION REINFORCE D STEEL MASONRY GUNITE'oR GROUT" FLOOR & CEILING SUB FRAME SHEATHING 4-F-11 FRAME EXTERIOR LAT NSULATlq~S-1-20-!P5 INTERIOR LATH & DRYWALL'N-i PLUMBING SEWER AND BL/CO PLUMBING UNDERGROUND PLUMBING TOP OUT TUB AND SHOWER PAN GAS TEST ELECTRICAL TEMPORARY POWER ELECTRIC UNDERGROUND ROUGH ELECTRIC ELECTRIC SERVIC E J BONDING G. F.-I. -'SMOKE DETECTOR I MECHANICAL* DUCT & PLE M., REF. PIPING. HEAT - AIR COND. - SOLAR SYSTEMS i 7 VENTILATING SYSTEMS' CALL FOR FINAL.-INSPECTION 1WHEN. ALL- -,APPROPRIA TE ITEMS ABOVE,'HAYE BEEN -,APPROVED.' JOBSITE'FINAL-, PLUMBING ELECTRICAL 7 MECHANICAL GAS BUILDING SPECIAL CONDITIONS CERT OF OCCUPANCY ISSUED %,X FIELD INSPECTION RECORD' REQUIRED SPECIAL INSPECTIONS INS ECTOR'S'NOTES. INSPECTiON' -REQ. IF INSPECTOR'S /40 CHECKED APPROVAL DATE SOILS COMPLIANCE 2or 74~t 7-,,- e CA1144-' _TeA-le PRIOR TO FOUNDATION INSP. 6 Ae <; ej V L.)A 14 - SY.MiZ, STRUCTURAL CONCRETE' OVER 2000 PSI Nq% PRESTRESSED CONCRETE POST TENSIONED CONCRETE elk 72P _512%e -f ~FI~E~D_'W~ ELDING 1HIGH STRENGTH 4 E~OLTS SPECIAL MASONRY--. PILES!CAISSON-S 2~2 J%_ v 1v Arn __7 % ------ -,A 4 HQF RAI I PAINT Prm nwiv i mitt jimon APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS., the C] -I'~areby.af*flnh_' t-1-am Ilb need under' 0 P of Chapter 9,'(commencing with Zislons, loh'7000)'of Div[sloh'-3 of,the Business and 0-ioliesslons Code, and my license Is In 19 full for ce and effect. Z Lic. No. class 0 I. hereby affirm that I am'exempt 1i-ont -the,.Contrac 'for's License Law. for the following reason (Sic.' 7031.~ Business-and Professions Code: Any city or county whit quires, a' permit to construct, alter, improve: demolish, or repair.any structure, priorto its Issuance also requires the ap- licant for such~jpermit to file a signed,stalement that he is I Pimnsed pursuant Jo the provisions of the -Contractor's Llcense Law (Chapter 9 commencing with Section 7000 of Division 3 of the Business and Professions Code) or that 1 a , empt therefrom and the b asis for the alleged exemplion.sAnx;, violation of Section 7031.5, by an applicant for a permit sub- jects the applicint to a-civil penalty of not more than five hun- - f dred dollars ($500). 0, 1, as owner of the property, or my dmployees:wit6 wage as heir sole compensation, will do the work, and the sh I uc! lure is not Intended or offered for sale (Sec., 7044, Business and Professions Code: ,The Contractor's License, Law don not apply to an owner of property who builds or improves thereon and Who'does such work hiffiself-or through his own I employem, provided that "such improvements are not Intend- W e d or - offered for sale. If, however, the building or improve- Z is sold wilhin'one'yeair at completion, the owner-builder 'ment will.have he burden of.proving that he did not build or Im :he 0 prove for purpose of sale)-. 0 I_ as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, r Business and Professions Code: The Contractor's License.. Law does not apply to an owner-of property.who builds or im- 'proves'thereon, 'and who contracts, for each projects with a (A , , 2 contriclar(s), license pursuant to the Contractor's License J Z Law). 0 O-A~ i6omeowner I arnimprovingmy home, and the follow. ing,conditions exist: 1.1, ~'The work is-belnb perkirmid prior to sale. 0 uj ' 2. I havii'lived in my' home for twelve months frior 9 comp f this work. 31 have not Ah is dtiring the, , c exemption, 0 last three years. r 0 1 am exempt under Sec B & P.C. for this reason [3 1 hereby affirm that I have a certificate of,con ~to . ielf4risure; or ja, certificate of Wor rs' r,:,e,a c;cc o PW Compiensatign lnsurance~c~r a cei ereof (Sec. 3900. Labor Code) Z POLICY NO. 0 COMPANY to C3 Copy is filed 14ith the cu Z Uj 9L 'hereby 0 Cenifio;6 co py is I I fu rhish6d. 0 CERTIFICATE,OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (rhisise lion need not be,completed'if the permit IX UA C r for one hundred dollars ($100) or less) IX I certify that in the performance of the work for wh I ch~ this permit is issued. I shall nol employ any 0 3: in any manner, so as to becomi~:Subie cl to Ahe Workers' Compensation Laws of California. NOTICE TO APPLICANT: 11. after,making this Ceni. 1 of'E~emption, you Should become subject to :icate he Workers' Compensation provisions of the Labor Code. yoLi Must - forthwith 'Comply with such provisions or this permit Shall be deemed revoked. i"h~reb, ';flirm Ahat 't e,e' is c6nilruction, cc lending agency~for the p ormance, of the work for erf UJ 0 which this permit is issuad'(Sec. 3097 1 e) ~. giy I Cod Z uJ _J ~gnoer-s Name Liindir~sAddress E CARLSAA6, BUIOING DEPAUM 14T APPLICATION & PERMIT Elm,.Carlsb,ad, Callilforinia 92008-1989 (619) 438-5525 JOB ADDRESS AV, ST. DATE OF APPLICATION1 BUSINESS LICENSE # VALUAT PERMIT NUMBER R D. 0— d / A,&_4 V 72 ra /V( I _S . OWNER'S NAME OWNE R'S PHONE CONTRACTOR CONTRACTORS PHONE # ;fle 1?. - Ri/f G CZ-7n ZONE 0z;_ OWNER'S MAILING ADD ,BESS CONTRACTOR'S ADDRESS lnrvoeo:~ LICENSE NO. PLAN I.CI7 # SLOG USE CODE 29f la- LOT 13LOCK SUBDIVISION ASSESSOR PARCEL NO. DESIGNER LICENSE # STANDARDPILAN # BUILDING SO. I V03 F$TAGE DESCRIPTION OF-WORK DESIGNER'S ADDRESS DESIGNER'S PHONE Wall F/P FLR ELEV. NO STORIES OCC GP EDU I Y01 N0 ------- 7 CENSUS TRACT GP LAND USE PARKING SPACE' PNI GRADING PERMIT ISSUED REDEVELOPMENT. TYPE' OCC LOAD FIRE SIP.R AREA YO NO c6NST YO NO o Vkfi~ Okiess Af4c,hine'tefiified 7~ -t , CITY. PLUMBING PERMIT - ISSUE QTY MECHANICAL 'PERMIT - ISSUE _SUMMAR~Y/ACCOUNT NUMBER. EACH FIXTURE TRAP INSTA LLSURN: DUCTS UP TO 100,000 BTU BUILDING PERMIT 01-00-00-8220 'EACH BUILDING SEWER- OVER'100,000 BTU- SIGN PERMIT~ 01-00-00-8221 'EACH WATER -HEATER AND/OR-VENT_ qOLILER/COMPRESSOR UP TO-3, HP'1~ PLAN CHECK. EACH GAS'SYSTEM I TO 4 OUTLETS -BOILER/COM~RESSOR,3-115 HP TOTAL PLUMBING 01-00-00-8222 EACH GASSYSTEM 50R.MORE' METAL FIREPLACE ELECTRICAL 01-00-00-8223 EACH INSTA'L'..'ALTER, R!EpAiR~WATER PIPE VENT FAN SINGLE DUCT MECHANICAL 01-00-00-8224 EACH VACUUM BREAKER, MiICH EXHAUST'_ HOO'D/OUCTS MOBILEHOME 01-90-00-8225 WATER,SOFTNER RELOCATION OF EA FURNACE/HEATE,R- MOBILEHOMEPARK INSP E ACH ROOF DRAIN (INSIDE) aOLAR.... . 01-00-00-8226 TOTAL MECHANICA:L STRONG'MOTION 80-92-33-'0519 TOTAL PLUMBING 7 %, ~0 11-00-00-822T. PUBLIC FACILITIES FEE 32-00-00-8923 OTY. ELECTRICAL PERMIT - ISSUE OTY., SOLAR - ISSUE 'BRIDlGE'F.EE- NEW.CONST~EA AMP%/SWT/BKR COLLECTORS SCHOOL FEE 7 DISTRICT I.' P 3 PH STORAGE TANKS Carlsbad 80-92~211-0519 EXIST BLDG EA'AMP/SWT/BKR R661<,~TORAGE Encinitas, 80-92-22-0519 I PH, 3 PH PUMP San Dieguito 80-92-23-0519 REMODEL/ALTER PER CIRCUIT PLAN CHECK FEE ~an Marcos 80-92-24-0519 TEMPPOLE, 200AMPS OVER 200 AMPS .~TEMP OCCUPANCY (30 DAYS) TOTAL ELECTRICAL TOTAL SOLAR TOTAL FEES PAYABLE I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY Expiration. Every permit issued bythe Building Official under the provisions ofthis 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. It the building or work authorized by such permit is not commenced within 180 days from the date of such -5'0" DEEP AND DEMOLFTION OR CONSTRUCTION OF DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permit. or if the buildin 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 COW abandoned at any time a fleorrhe work is commenced for a period of 180 days. APPROVED BY DATE STRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY ANU APPL~P?T'S SIGNATURE OWNER 0, KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND —CONT&ACTOR EXPENSES WHICH MAY IN-ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE lz~~41,ijj~ BY PHONE 0' GRANTING OF THIS PERMIT. lNqPFCTIC)N TYPF DATE INSPECTOR BUILDING FOUNYATIbN REINFORCED STEI MASONRY GUNITE OR GROIJT' FLOOR & CEILING SUB' FRAME SHEATHING FRAME EXTERIOR LATH INSULATI,ON INTERIOR, LATH &-DRYWALL_ -PLUMBING SEWER AND BL/CO PLUMBING UNDERGROUND-—, PLUMBING TOP 06T TUB AND SHOWER PAN GA§, TEST ELECTRICAL -TEMPORARY POWER ELECTRIC UNDERGR ROUGH ELECTRIC" ELECTRIC -SERVICE BONDING - G. F.'I. - SMOKE DETECTdR- I-- -9ECHANiCAL DUCT-& PLEM., REF,P~I'PING' HEAT AIR.COND. SOLAR SYSTEMS, VENTILATING SYSTEMS CALL.,FOR FINA-L-,INSPECTION kVHEN-AL:L APPROPRIATE,. '.,~,~ITEIOS A.BOVE -HAVEj BEEN APPROVED- JOB SITE FINAL PLUMBIN'Gl' ELECTRICAL- V, .\A MECHANICA L 7-Z )tl GAS BUILDIN&- SPECiAL,IcbNDITIONS CERT OF OCCUPANCY ISSUED , A FIELD INSPECTION RECORD 2 REQUIRED SPECIAL INSPECTIONS;~ NSPECTbR'S NOTES, 1 INSPECTION REO. IF CHECKED INSPECTOWS "APPROVAL DATE ml,* Alf -rdle *"),. la: top 7c. SO,ILS COMPLIANCE PR OR TO FOUNDATION INSP ' - . AZodcA0 Ar le "A -4 . STRUCTURAL CONCRETE OVER'2000 Psi PRESTRESSED CONCRETE .POST TENSIONED ~CONCRETE ao- 1,0r Jeddr AAC4~, Aela Of Alilll&., FIELD WELDING .45~IIw dOA40 AM "A 72P AA Ise HIGH STRENGTH BOLTS SPECYAL MASONRY PILES/CAISSONS xr, L A ----------- K, 47 N 71 7, lie 0 INSUIATION'CERTITICAT)ON This -is to certify that, in confoirrhance with'the current energy regola"tilon's (California Adm'inis- trative Code, Title 25, State of California*) and ap'oroved ~plans, insulation' hbs..be'en installed 'in the building located at. city County Street No. (It Available) strist Lot Number Tract No. DESCRIPTION OF INSTALLATION ROOFS Type of Material fiberglass Manufacturer j M. ts-61Z2 Thickne 2h value 19 EXTERIOR WALLS Type of Material fiberglass MariAdiurer J -01-Y! - Thickineis_i_1_14iv~166" 11 (Or Trade Name) COLINGS .'BATrS:' Tyo of Material Manufacture Thickness R. Value** (Or Trade Name) Sq. Ft. Coveied BLOWN: Type of Material Manufacturer Thickness— No. Bajs____~L (Or trade Name) Wt./Bag Sq. Ft. bovered R 'Value'** FLOORS Type of Material Manufacturer T . hicknes&-L-R Value** (Or Trade Name) SLAB ON 6RADE Type of Material Manufacturer Thickness-11 Value", (Or Trade Name) Width of Insulation Inches. FOUNDATION WALLS (if required) Type of Material Manufacturer (Or Trade Maine) REMARKS (if desired)--- Thickness R Value** General Contractor (Builder) License. NUm-be B Title-- Date Sub-Contractor (Insulation Applicator)i!VM.`:__Q:b,1~ License Number 2' (Insulatio M sonry, Etc.) (Sti— if a as General Contractor) , / . 1~d e&~ Title owner Date !.*Californid Adm'dfstrative Code, Energy Insulati in Standards, declares: EXCERPT from Sec. 19875 of the Health and . Safety Code of the State 0 Compliance. Upon completion of the installation of insulation, a card of California: certifying that the insulation has bee" installed in conformance with the equirements of these reg u,.ti ns shall be completed and executed by "No, certificate of occupancy or similar certification that a newly can. he insulation applicator and ' by the builder. This in.-ulation compliance structed hotel, motel, apartment house, home or other residential card shall be posted at a conspicuous location within the dwelling.") dwelling js habitable shall be issued by such a building department unless the structure at least satisfies the minimum energy insulation (-R Value is the measure of the resistance of a material or building standards established Pursuant to this chapter." component to the passage of heat. The resistance value (R) of mass-type insulations shall not Include any value for reflective facing.) 6ENTON ENGINEERING,.INC. 5540 Ruffin Road SAN DIEGO, CAUFO'iNIA 92123 (714) 565-1955 TO THE FOLLOWING WAS NOTED: DATE PROJECT LOCATION 7 CONTRACTOR OWNER WEATHER TEMP. 0 at AM 0 at PM PRESENT AT SITE -klt~ 04 LL'= '~D.0`V (' IA A.) A~ -4-6 Ax- S? i of f- 1012 (I rN "- N1 /A r-A 2 A Kv ok \' ~K ),A ,-I ~ A, A C, ~ k -~ C~*, cl 4vN C% 0 k't%^S All I 4A 'O\F\ K C:0*2T ()v h Of& IL I 'V-0" IL 0 IR 0 a q AJ A 4t 0 -0'XQJ-lJr I Pj ll~~ 0 14, 4) QLV-. Ov\ 0 . D 7'1~~178R&IX COPIES TO oz"j \0m J LAILIM M J C~A ?g —~—C"R'p CA SIGNED FORM 241-3 - Available fro. J~lnc.. Groton, Mass. 01450 F-1 APPLICANT'COPY C :: F-1 PLAN CHECKER CGPY ubmit fully.dimensioned plot plan drawn' /11"Sto scale, showing loc3tion 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. Q'i r-ndicate distance from center-line of stree ' t or alley to property line and distance from curh to property line. Sec. 302(b)7 JURISDICTION: DATE Plans, specifications and calculations shall PROJECT ADDRESS: be signed by a California State licensed engineer or architect. (California TO: Business and Professions Code) Citp of Cadgbab PLAN CORRECTION SHEET SINGLE FAMILY 'AND DUPLEk DWELLINGS Plan Check No. C;;p C— Date plans received by jurisdiction nate plans received by plan checkeAAe-,16/,~ Date initial plan check completed&/ by FOREWORD: PLEASE. RZAD—,-e,:" 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 I.' Please make all corrections on the original tracings and"s.ubmit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: To facilitate rechecking, please identify, next to each circled item, the sheet of the plans upon which each correction on .this sheet has been.made and return this check sheet with the revised plans. Indicate on plans the name of the legal owner and name of person responsible for the preparation of the-plans. See. 302(b) B. FIRE PROTECTION /1 Walls closer than 3 feet to property lines. 1"'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 / ec. 1709(a) Irojections, including eaves, may not extend mpore than 1-2 inches into the 3 foot setback from the property line. Sec. 1710 and Se.c. 504(b) P Projections, including eaves,shall be'one- ' hour fire-re~istive construction, heavy timber or of non-combustible material if they project into the 3' setback area from the property line. Sec. 1710 Show ocation of permanently wired smoke detector. Sec. 1210 C SizEs_,_r.icHT, VENTILATIONS AND GLAZING One room must contain a minimum of 150 square fee t of superficial floor area. Sec. 1207(b) 'c 11abi-table rooms, othor than kitchens, shall ontain at least -70 square feet of floor r o a , S ec. 1201(b) Window area must be at '.~ast 1/10 of the floor area and a minimum of 1C square feet per Sec. 1207(a). Appears to be deficient in ~ 28 Oppnable window area must be 1/20 o ' f the 1) floor area and a minimum of 5 square feet. In bathrooms, laundr7,rooms and similar rooms,. Minimum is 1.5 sq.ft. (Sec.1205(a) One-half of all required wiridow,area must be openable in 30. Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and simila.r rooms if required windows are not provided. Sec. 1205(a) No habitable room, other than a kitchen, shall be' less than 7'0" in any dimension. Sec. 1207(c) Show that ceiling height for habitable rooms is a minimum of 7'6". Sec. 1207(a) !I ~.Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7'0". Sec. 1207(a) Provide 30" clear width for water closet compartments and 24" clearance in front of.water closet. Sec. 1711(b) ; 3 No cooking room shall be used for sleeping 140 purposes, unless complying as an efficiency ~<living unit. Sec. 1208 ZW Specify safety glazing for glazing in hazardous . "Si'Op"ca t ions such as glass doors, glazing adjacent to such doors and glazing adjacent, to walking surfaces. Sec. 5406'' 7 Glazing in shower and,"tub enclosu (including windows) sRSTT=e tempered~~ laminated or approved plastic. m (S-TvZ Sec. 1711 (f)(g) S Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 44" above the floor.. The window must have an openable area of at least 5.7 square feet with the minimum openable width 20" and the minimum openable ght 24*. Sec. 1204 Eaves and cornices may not project into a required yard more than 2 inches for each f.0 t of yard width if required windows en into the yard. Sec. 1206(d) OA . mezzanine is an intermediate floor and may not have a floor area exceeding 33 1/3 percent of the total floor area in the room below, and the mezzanine floor must have a clear height of 7 feet, above and below,and must have 65% of the long side open to the / oom below. T he ' loft you show does not comply as a mezzanine floor and is, by Building Code definition, a story D. EXITS, STAIRWAYS, AND RAILINGS Floors above the second story shall have Xot 1 than 2 exits. Sec. 3302(a) ~ Requi::: 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) Provide 36" high protective railing'for porches, balconies, and open sides of landings Maximum opening between railings shall be less than.9". Sec. 1716 Show how guardrail connection details are adequate to support 20 pounds per lineal* foot at a right angle to the top rail. Zable 23-B ovide stairway and landing details. sPerc. 3305(b) & (c) a. Maximum rise 8" and minimum run is 9". b. Minimum head room is 6'-6". c. Minimum width is 30". shall satisfy the following: Provide handrail for stairways over 30" high when serving .a single dwelling. Title 24, Sec. T25-22(b) Handrail shall be 30" to 34" above the nos ing of treads. Sec. 3305(j) C. Handrail projecting from a wall shall have a space not less than 1 1/2" between the wall and the handrail. The hand grip portion of handrail shall be ' not less than 1 1/4" nor more than 2" in cross-sectional.dimension. Sec. 3305(j) (see attached) Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. Sec. 3305(g) / 0"A door may open over ; stairway landing p rovided the door, in any position, does not reduce the clear area of the landing, in the direction of stairway travel, to less than one-half the required width of he stairway. Sec. 3305(g) A door may open inward at *the top step of a stairway-provided-the top step is not more than 7 1/2" lower than the'floor level. ec. 3303(i)2 ,..' ~4Provide details of winding stairway. Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from,the side of the stairway. maximum rise is 9 inches. 'c. Minimum width is 30 inches. Sec. 3305(d) (see attached) '5.9'. Provide spiral stairway details: Minimum ' run is 7 1/2 inches at a point from where the tread is the narrowest.* Maximum rise is 9 1/2 inches. Minimum headroom is 6 feet 6 inches. Sec. 3305(E) (see attached) Sprial stairways may not be used for required exits when the area served is greater than 400 sq. ft. Sec. 330.5(f) Spiral stairways Ust have a clear walking space of 26 inchems between the col umn'and .handrail. Sec. 33051fl Provide I.C.B.O. Reasearch Report and Numb er for metal stairway, or iubmit-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)4B and Sec. 306(l) Tn buildings over-2 stories in height, provid,e 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 st~irways shall not project into the 3 foot setback from the property lines., Sec. 3305(n) /The walls and soffits of the enclosed useable how 1 3/,8" solid core self-closing d ' oor dspace under interior stairs shall be protected Sor-openings between garage and dwelling. the enclosed side as required for one-hour Sec. 503(d) re-resis,tive construction. Sec. 3305(m) Gara~ges are not permitted to open into M' ninum construction specifications shall /~be made a of the approved plans. part om used for sleeping purposes. Sec. 1104 4- between carport and residence ?0p:0nings (S ee attached) r equire self-closing doors and stationary windows. Sec. 1214 E. ROOFING 7 Specify roof pitch. Show garage framing section, size of header over garage n opening ;t latera r I..-- te li e and m 0 0 racing garage Roof pitch is not adequate for roof type n il g . E pter 23 specified. 'Specify minimum pitch of NOTE: Minimum plywood diaphragm ratio is 3 1/2 to 1 or 2'8". Table 24-1 Doors between dwellings and attached gdrages ;Ad",may Specify roof material and application. swing in either direction provided Specify I.C.B.O. approval'number for roof the difference in floor elevation between materials not covered in UBC. the dwelling and garage does not exceed /4. 7 1/2 inches and provided the door is not. Specify roof slope for drainage or design used as*the primary means of egress from to support,accumulated water. Sec. 3207(a) the building. Show roof drains and overflows. Sec. 3207(a) If the difference in floor elevati'on exceeds 76 Provide skyl'ight 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, additional steps or landing must be provided in accordance with stairway requirements, 'Provide plastic roof panel details-to show and the door must not swing over the depressed compliance .4ith Section 5206 or provide . (see 3303(i)2 and 3305 (g). 8 . CBO number. Xevel . P rovide 18" raised platforms for any FAU, ~how attic ventilation. minimum vent area water heater, or any other device which is 1/150 of attic area or 1/300 of attice may generatea flame or spark, area if at least 501 of the required vent Note that continuous Eire wall prot~ection is at least-3 feet above ceiling joists. shall be installed behind raised platform(s) Sec. 3205(c) prior to framing platform. H. MASONRY H. FOUNDATION REQUIREMENTS Provide fireplac6'construction details or Note on plans that"A soils engineer shall uncompacted fill eva-luate any unanticipated note construction to be per attached fireplace standard drawing. Sec. 37.07 or expansive soil or other soil problems disclosed during construction". Sec.306(a)12. 120. Submit soils classification determination S how veneer support and connections comply with Sec. 3002, 4,5,6, and Sec. 2516(a), by a licensed engineer or architect based regarding ties and #9 wire in horizontal on observation, tests, borings, or excavations, joints or note construction to be per attached and containing comments on the degree of sheets 30-1 or 30-2. expansiveness, compressibility and bearing Show height and construction details of -value. Sec. 2905 masonry walls. Chapter Note on the plan the soils classification, ,,all whether or not the soil is expansive, and Note that cleanout openings shall be*.provided Pote the allowable bearing value. Sec. 2905 at the bottom of all cells to be grout filled over 4' in a*single pour. Cleanout shall 12,2~~'The foundation plan does not comply'with be sealed before grouting, after inspection. the soil report recommendation for this S ec. 2415 Show floor and roof connections to masonry - project walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Sec. 2310 Provide notes on the foundation plan listing /1"'the Provide material.specifications for mortar, /-grout soils'report recommendations for foundations. slab and building pad preparation. masonry and reinforcing steel. - Sec. ~403 Note on the foundation plan that "Prior . to the'Contractor requesting a Building 9 Show how mas onry house wall's retaining earth' Department foundation inspection, the are to be waterproofed. Provide detail. soils engineer shall advise the -Building, 4; Note that special inspection of the masonry Official in writing that: will be required for the building pad was prepared in accor- dance with the soils report: G. GARAGE AND CARPORTS the utility trenches have been properly backfilled and compacted, and: , . 1, requires one-hour fire protection ,. ~Garage the foundation excavations, forming -.. n the garage s de of walls and ceilings and reinforcement comply with the soils 'mmon to the dwelling. Table 5-B Sec.503(b) "~o report and approved plan." .11"'All elements supporting floor-above garage to have one-hour fire-resistive protection Provide spread footings Eor concentrated, ~~"lo'ads on the garage side. Sec. 503. Beams and designed for 1,000 PSF-soil bearing - posts, not within the wall or ceiling con- or per bearing value as deter ' mined by struction, must comply with UBC.. Table 43-A, an .engineer or architect. Chapter 29 or be minimum 6" dimension beam and minimum 8" by -8" post. - 126. Show height of ail foundation walls. Chapter 23 127.,Show height of retained earth on all foundation dialls. Chapter 23 Show distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29 Note on plans that wood shall be 6" above finish grade. Sec. 2417(c) 7. 1; r n Note on _ sur —aje wa~er will dra " away from building and show drainage pattE _11~ and key elevations. Sec. 2905,(f), 11 1 ro I V% 640 131. Dimension foundation per Table 2 Soj~.S ~ i Cya!7/ TABLE NO.29-A—FOUNDATIONS FOR STU BEA ING WALLS—MINIMUM REQUIREMENTS DEPTH OF FOUNDATION WIDTH THICKNESS BELOW NUMBER THICKNESS OF OF -OF NATURAL OF FOUNDATION WALL FOOTING FOOTING SURFACE STORIES (inches) (Inches) (inches) OF GROUND CONCRETE UNIT MASONRY AND FINISH GRADE (inches) 1 6 6 12 6 1. 2 8 8 15 7 18 3 10 10 18 8 24 NOTES: %Vhere unusual conditiomi or frost conditions are found, footings and foondations shill be as required in Section 2907 (a). The ground under the floor may be excavated to the elevation of the top of the footina. I FRAMINd Show all joists, rafters, beams, and posts 2" to 4" thick to be No. 2 Grade Douglas Fir-Larch or better. All posts and beams '" and thicker shall be No. I Grade Douglas Fir-Larch or better. (Table 25-A-1) I Show wall bracing. Every exterior wood stud wall and main cross partition shall be braced at each end and at least every 25 feet of length with 1X4 diagonal' ' let-in brace or equivalent. Sec. 2518(9)5 ,A-9-2. Note cross bridging or blocking. Floor joists and rafters more than 12" in depth and spanning more than 8 feet shall be supported laterally by bridging at intervals exceeding 8 feet. Sec. 2506(g) Show blocking at ends and at supports of floor -joists, and for rafters at exterior walls. Sec. 2506(g) Show solid blocking at ridge line and at exterior walls on trussed roofs. Sec. 2506(g) 1 Show double joists.. Floor jpists shall be doubled under bearing partitions running parallel with the joists. Sec. 2518(d) 5 11!~ Show risffer ties. Rafter ties shall be spaced not more than 4 feet on center where rafters and ceiling joists are not' parallel. Sec. 2518(h) X Show rafter purlin braces to be not less "than 451degrees to the horizontal. ,Sec. 25 8( ) 1 Show 1/2" minimum,clearance between top plate o ' f interior partitions and bottom chord of trusses. (To ensure loading will be as designed.) 1 Show double top plate with minimum 48" lap splice. Sec. 2518(g)4 Show nailing will be in compliance with Table 25-P. Provide fire stops between stories, between top story and roof space, at ceilings and floor levels in interior and exterior walls, in mansard roof or eyebrow so no concealed or furred space is greater than 10' horizontally or vertically, between stair stringers at top and bottom and between studs along and in linewith stair run adjoining stud walls and partitions, at peri~ieter of sliding door pockets, between chimney and wood frame using metal or incombustibles for the fire stop and at other places that could afford passage of flame. Sec - 2517(f) 2_ Show stud size and spacing. maximum allow- able stud heights: 2"x4"@ 16" is 14'; 3"x4"&2"x6"@ 16"o.c. is 20'. Sec. 2518(g)2 Note an A.1 * T.C. Certificate of Compliance g lued laminated wood members shall be given to the Building Inspector prior to erection. Sec. 306(f) 4- , Detail all post to beam and post to footing connections. Sec. 2517(c) 4 ~1~ Specify nail size and spacing for all ~shear walls, floor and roof diaphragms.' Indicate required blocking. maintain maximum diaphragm dimension-ratios. (Tables I,J,K). I Show 3"x4" or 2"xV studs in first story of three story building. Sec. 2518(f)' Provide truss details and truss calculations. rovide roof framing plan. Sec. 302(a)7 ~1~pp rovide framing sections thro . ugh 1 Show foundation sills to be pressure treated, or equal. Sec. 2517(c) 3. / l/. Show foundation bolt size an.d spacing. Sec. 2907(e) / 4-- Specify size, ICBO number and manufacturer of power driven pins* * Show edge and end distance and spacing. Sec. 306(f) 5- Show size, imbedment and location of hold down anchors on foundation plan. Sec. 2312(f) Note on plan that hold'down anchors must be tied in place prior to foundation inspection Sec. 2312(f) l/. Show adequate footings under all shear walls. Sec. 2111(el Show stepped footings for slopes steep er than 1:10. Sec. 2907(c) Show minimum 18" clearance from grade ,to bottom of floor joists and minimum 12" clearance to bottom of girders. Sec. 2517 1 Sho~ pier size, spacing and depth into undisturbed soil. Table 29-A 1 Show minimum under floor access of 18"x 24". Sec. 2517 Show minimum under floor ventilation equal to 1 1/2 sq. ft. for each 25 lineal feet.. 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 1 / I Spec y all eader sizes for opening over 4' wide. Sec. 2518(g) 7. Provide calculations for SIOM 0, (1 ~U) + u >p o 1 Section 302(a) 7 UT, In areas subject to water spla.sh and in' ~el?-exterior locations, wood columns and pos s shall be supported by piers projecting —,) at least 2" above the finished—grade--and---.-- shall bear on a metal b~as~ plate or treated wood 'unless''the columns or posts are Ebun7 datj',~-'g d redwood or cedar. Sec. 2517(c)4 , ~a e .1 Af-Al - 16 1 e V'~ G t_rr L o A4D 10 \%-r, Show I ocation of attic acceis with minimun si, 22" x 30". Sec. 3205 4. Show draft separation for attic areas. n d O:x: e of 3,000 sq.ft.- Sec. 3205 Sh rassft separation.for space between dropped ceilings and floor above in excess , f I * 000 sq.ft. Sec. 2517 I Specify plywood grade'and panel indenti- Xi:ati.:n index. Table 25-J h n r of pitch it less than 3:12, design 1 1ridge as a beam. Sec. 2518 (h) "*" wood shear walls shall not be used to resist horizontal forces contributed by masonry in buildings over one story in height. Sec. 2516(b) 1 "Gypsum lath and plaster, gypsum sheathing board.and gypsum wallboard.shall not be used in vertical diaphragms to resist forces imposed by masonry or concrete ,construction. Table 47-1 ~~1 If cripple wall studs are less than 14", _,/'framing shall be solid blocking. Sec,1118(g)6 Cripple wall'studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Sec. 2518(g)6 R 9 Show plywood sheathing over exposed eaves, or,other weather exposed areas, is.exterior iad6. Sec. 2517(g) 3 1 Show a weep screed at the foundation plate line on all exterior stud walls to be ~istuccoed. S~c. 4706(e) ~1 Provide an approved.waterproof building paper under wood siding. Sec. 1701(a) 11Q Specify an approved flashing ~or exterior .,openings and parapet.walls. Sec. 3208 1 Show corridor width to be minimum 36'. Sec. 3304(b) 2 Sho access to the attic or under floor f urwnace to be minimum 30 inches by ;0 inches. Sec. 708 & 709 UMC Note that passageway to the attic furnace /9 shall be unobstructed-and have continuous solid flooring not less than 24 inches wide. Sec 708 UMC 21/. Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace, Sec.,708 UMC Show details to comply with Section 1709 for furnace under the floor, Section 708 for attic furnace, or Section 710 for roof or outside furnace - 2. Note on plan, gas vents and non-combustible piping passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC Sec. 1706(a)6 K. ELECTRICAL-4AWtional Electrical Code) A~A_Wilii_~_4 shall collpl ith the National Electrical .Code. Zbo VMq 5 ,;Z~ Note 9n the 'p _,21 ~w _Ila e amperage of electrical ;~2.~ ~se r y I' If rv' th~ ~e ~e_~lecZrical installation is more than 200 amperes, show panel location and provide a single line diagram and load calculations including: Wiring method employed. Sizes of all conductors, switches, circuit breakers, fuses, and conduits. C. Approximate length of service feeders. d. Provide plot plan showing services, all panel locations, circuit arrangement and load distribution on panel busses. P ovide typical panel schedule(s). r 2 w ,?~D ellings require minimum 100 amp service. A4~ Ko'w location of all electrical receptacles. '~2, Electrical receptacle locations and/or s s pacing is not adequate kn I Specify truss layout for 30" x 30" attic S ccess. At least one receptacle shall be installed outdoors, in basements and attached garages, 1 Ridges, hips, and valleys shall be at other than laundry outlets. Art. 110-15(b) least one size larger than supported rafters. Sec. 2518(h) 3 Zy" ,~ Show minimum dwelling lighting (NEC Art. 210-~26(a) and GFI'S in garage, baths 99 Providetmetal across , ridge beam and raf ers. 02_1~ and outdoors. NEC Art. 210-8(a). '00000~8.1~ "UFER" Note ground to be provided (NEC). 250-81 J. KECHANICAL Art. All heating, ventila!~ing,—and",cooling.systems and appliances shafCcomply with the,uniform "IeCt anical Code. V .. Iti L.' PLUMBING (Uniform Plumbing Code) 20 . ~A~roW_~n(rlt_y_pe o-1 f Show the ize f a . heating aR~c.oling ap pliances or systems. PO4. All plumbing shall comply with the Unifrom Plumbing Code. Show source of combustion air for furnace will comply with Chaper 6, U,M,C, ,~6_' Show water heater size, type and Every dwelling unit shall be provided with 1_~_ - location an plans. heating facilities capable of maintain- 37. 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. UBC installed in.bath or bedroom or"in a.closet sec. 1211 .opening into bath or bedroom. Sec.-1309 Show minimum 30" deep unobstructed working Provide adequ *te barrier to protect Water in front of furnace. heater from vehicle damage. Sec. 13*10 2/ space Note on plans,clearances to be per manufac- 2,40. Show T and P valve on water heater and turers listing. Se.c 704 UMC show route of discharge line to exterior 2 Furnace shall not be installed Under any Sec. 1007(e) stairway. Sec. 704 UMC 24 Provide dryer vent to outside. UMC Sec. 190 3 Furnace shall not be installed in any bedroom, bathroom, closet, or in confined 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 prevention devices. Sec. 1003 enclosed lurnace.or electric heating appliance. Sec. 704 ~MC 244. r Shower stall shall accomodate a 30"circle and have a minimum floor area of 90.0 sq.in. 2/7. Show ICBO approval for prefab fireplace . UPC 909(d) and provide approved installation instructions at job site. M. NOISE INSULATION (DUPLEXES) Show details of duplex common (party) walls and fl6or/celiling assemblies to achieve a Sound Transmission Class (STC),rating in walls of 50 decibles and an Impact In s ulation Class (IIC) rating on floor/ ceiling of 50 decibles. Title 25 Show how oenetration of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound transmission rating. Title 25 ,26 Provide insulation in walls and ceiling to ,achieve STC of 50 between garage and living area if garage use is not controlled by resident Title 25. V. ~ENERGY CONSERVATION All additions to existing residential buildings must comply with Title 24 energy regul'ations. Additions-exceeding 30% of the existing building requires the existing and addition to have R-19 ceiling insulation if the existing 4~eil'ing area is accessible for insulation installation (T20-1401(c)-. Specify the insulation R valves for walls, roof and ceiling. (R-11 for walls: R-19 for ceilings, or provide details'and analysis for alt , ernate design. T20-1403 Table A 2B. )#*3-' Specify the gross. floor area or heated portions of the dwelling, and the area of glazed openings on the plan. (T20-1430) 4-' Provide an analysis justifying incr6asin4 'the single glazed area.beyond 16% of the gross floor area. Show method to reduce heat loss to that which would occur with basic glazi ng. (T20-1402,def.) Provide energy analysis to show that the bonnet capacity of the gas central'furnace does not exceed the building design heat loss by more than 30%. (Exceptions : 48,000 BTU Hr.. output furnace. See also California Efficiency Adjustment.) T24-1404 Note on plan that all tranverse ducts, plenums, and fitting joints of HVAC system shall be sealed with pressure sensitive' tape or mastic to prevent air loss. T20-1404 77. Note on plan that insulation of ducts shall conform to UMC Section 1005. (T20-1404) Note on plan that all doors and windows to the exterior or to unconditioned areas shall be fully weather striped per ANSI Standard. (T20-1403). 2 Note on plan that back draft dampers are required on all fan systems exhausting air from the building.~ T20-1403 0. Electrical resistance space heating shall not be used unless: 60% of heating/c6oling is supplied by a nondepletable source. supplements a heat pump.system. less than 10% bf total heating system.- life cycle cost analysis justifies., T20-1404 28 Note on plan that all~ heating and cooling equipment efficiencies shall conform to -Title 20-Chapter 2, Subchapter -4,' Article 4. (75%' for forced air furnaces). 2 Note on plan that.no natural gas, central heating plant may be installed without- /a,n Intermittent ignition Device. T20-1405 3 Electric resistance water heating.is not permitted unl . ess verfied as cost effective Y by a life cycle cost analysis. T20-1406 Outdoor'pools*with fossil fuel heaters require pool covers as well as other energy . saving devices such as time clocks, etc. T20-1406 0. MISCELLANEOUS ~01. Show a minimum 2" air space and flashing between planter and building walls. ~ec. 251.7(e) specify 'material to be used under the shower tile. Sec. 1707(a) /,t X 3 Specify lath and plaster to comply with Chapter 47, UBC. .~a J/ Two-3/4" copper pipes must be installed from water heater location to convenient location of future solar panels (City Ord.) 5 Provide sleeves (roof jacks) in roof for two future 3/4" copper pipes to c4,nvenient location of future solar panels (City Ord.) Note that solar water piping is to be insulated in areas that are not heated or cooled. (City Ord.) 307. See attachment for'roofing requirements. NOTE: The plans were reviewed based on the information shownion the plans. If the.plans are in error, or changed during~ construction, the permittee shall contact theBuilding Department for review and prior approval before proceedin'g with the work: Building plins,are substantially correct and complete. By: Date: Building plans would be substantially correct and complete if minor corrections are made ht C-,~-!Cou B ~.. D __ - ~ - \A - Building plans require major .corrections and complete plan recheck, by plan check,, engineer, is requi.red. BY'. Date: If you have any questions regarding this plan check, please call =1 atN~- 504GS. We would also be pleased to meet with you, at no charge, if additional'assistance is needed'. Ordinary roof coverings may be used only on'buildings of Group M occupancies. .(City Ord. 8093) Fire-retardant roofing is required on all residential dwellings per City Ord. 8093- 1979 EDITION UNIFORM BUILDING CODE 3203 (c) Fire-relardatil Roof Coverings. A fire-retardant roof covering shall be anv one of the following roofings: 1. Any Class A or B built-up roofing assembly. 2.*' Any mineral aggregate surfaced built-up roof for application to roofs having a slope not more-than 3 ' inches to 12 inches applied as specified in Section 3203 (d). I consist.ing of not less than the following: Roof Deck Solid surface on noncombustible materials or minimum of V-ilch plv%vood or 1-inch nominal boards br other material approved by the building official.. Base Sheet and Plies Four layers of Type 15 perforated organic fiber felt, or, Three lavers'of Type 15,organic or inorganic fiber felt, and :Surf acing Material 400 pounds per roofing square of gravel. crushed rock. ceramic or approved similar surfacing material. or 300 pounds per roofing square.of crushed slag:, (See U. B.C. Standard No. 32-5 for mineral roofing aggregate weigh- ing.less than 60 pounds per.cubic foot.) 'for -3. Any built-up-roof, -application to, roofs-having a,slope not, less, than V-,inch to, 12 inches applied as specified in'Section 3203 (d) 1, consisting of not less than the following:, Roof Deck Solid surface on noncombustible materials or minimum of V.—inch plywood or 1-inch nominal'boards or other material'approved by the building of ficial. -Base Sheet and Plies Two layers of Type 15 organic fiber felt, or One layer of 14~pouncl glass fiber felt base sheet, or combination sheet, or One layer of.Type 30 organic fiber felt.-or One layer of Type 45.asbestos fiber felt base sheet, and 'Cap Sheets One layer of 90-pound mineral surfaced organic fiber felt cap sheet (requires~.not less than two layers~6f organic fiber felt), or Two layers of 55-poun'd mineral surfaced organic, fiber -felt split sheet, or One layer of 80-pound mineral surfaced asbestos fiber felt cap sheet, or One layer of 72-pound mineral surfa ced glass fiber felt-cap sheet, or -Two layers of Type 15 asbestos.fiber finishing fells. Any Class A or'B'prepared roofing. Any Class C mineral surfaced asphalt shingles laid so that there arc~ not less than two thicknesses at any point and the total weight per roofing square is not less than 235 pounds. Asbestos-ceme,rit shingles or, sheets. T. Concrete slab roof. -,Metal roof covering. Slateshingles. Clay or concrete roof tile. Any roof. covering systems of wood shingles or shakes having a Class B rating-. BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE ---7--Z ~1-6 Of Air Conditioning Commercial Residential - .?ire SDrinklert Total Value I i P/ Building' Permit Fee Plan Check Fee 1,;;' ~, i , Date: Jurisdiction(:: Pry b [3 Bldg. Dept, y VALUATION .AND PLAN CHECK'FEE PLAN CHECK NO. BUILDING ADDRESS Co 0 APPLICANT/CONTACT a2 45e26- PHONE NO. ZA?-1 Yllo.5- BUILDING OCCUPANCY DESIGNER PHONE TYPE OF CONSTRUCTION CONTRACTOR. PHONE ESGIL CORPORATION. MINDMM CONSTRUCTION -zPEC!C!CkT!CNS (Ref: URC m- 1979~Edition) These are minimum- specifications established by the Uniform Building Code and~shall not suDersede any moritestrictive specifications shown on the approved plans. A. Foundation and Underfloor 1. Conczete for iootings shall ha:ve a mini -.1P com ' pressive strength of. '1000 psi, at 23. days aiid shall be com~osed of 1 part cement. 5 parts~sand, 4 parts of 1" maxi-im size rock. and.not more than 7-1/1. gallons of water per -sack of cement. 2.' Wood and.Earth Separation. Foundations supporting woodshall extend at least 6" above the adjacent finish gr ae. c. (Sec. 2907(a)) Provide 18" clearance under wood joists and 12" clearance under wood girders. (Sec. 2S17(c)), Concrete Slabs.* Slabs on grade shall be it least' 5-1/21'-ihick. (Sec'. 2623) Treated Wood. All foundation plates or -sills 'and sleepers on a concrete slab; which is in direct contact with earth, and sills which rest'on concrete or masonry ~oundations, and wood joist ' 's closer, than 18". or wood, girders or supports closer than 12" to the ground shall be pressure treated wood or'foundation grade .redwood. S. Anchor'Bolts and Footing Sills. All footing sills shall have full bearing an the footing wall or slab and :shalJ be bolted to the foundation with 1/2" x 10"'bolts embedded at, least 7", into the concrete or reinforced masonry or 1511 into unreinforced g7routed masonry. Bolts shall be ipaced not to exceed 61 on center.with bolts not over 12" from -cut end of sills. (Sec. 2907(e)) Underfloor Vents. Underfloor 'areas shall be ventilated by openings in foundation walls. Wall openings shall have a net area 'of not less 'than 1-1/2 sq. ft. for each 25 linear feet of exterior wall. *Openings shall be-artanged,:to provide cross 'ventilat ion and shall be covered with corrosion-resistant wire -mesh of not less than 1/4" nor more than 1/2" in any dimension. (Sec. 2SI7(c)) UnderfloorL Access' Underfloor areas shall be provided.with a crawl hole not less ~than 1811 x 24". (Sec. 2S17 (c): 3. Wood - Framin~ Lumber. All joists. rafters, beams, and posts 211 to 41' thick shall be 114o. 2 Grade Douglas Fir-Larch. or better. All posts and beams S" and thicier shall be No. 1 Grade Douglas Fir-Larch or better.. (See items B.14 for lumber grading requirement3, for -studs) Wall.Bracing. Every exterior wood stud wall and main cross partition shall be braced at each en~ and at least every 2S feet of length with J -x 4 diagonal let-in brices or equivalent. (Sec.- 2S13(g)) Cross Bridging. Floor joists and rafters more than 12" in' depth and spanning more than S feet shall be support laterally by bridging at intervals not exceeding 8 feet. . (Sec. 2506(g5) r 41 Provide blocking'at ends and at suppor ts of floor joists, and for.rafters At exterior walls. S. Provide,blocking at,ends and supports of rafters more than 8" in depth. Provide solid blocking at ridge line and at exterior walls on trussed roofs. Double Joists. Floor joists shall be doubled under bearing partitions rtunning parallel with the joists. (Sec. 2SIS(d)w,' Rafter Purlin braces to be not less than 45* to the horizontal . Sec. 2SI8(h)) T Rafter ties shall be sDaced not more than-4 feet on center where rafters and ceiling joists are Rafter iie5L. not parallel: 'Provide 1/2" =inim- clearance between too ulate of interior partitions and bottom c1ho rd of r__Wses. Providedouble top plate with =inim= 48" 4ap splice. (Sec. 2518(g)) %laiiing will be in compliance with Table 25-P. 15. Fire blocking shall be provided for -walls over 101-0" in height. (Sec. 2517(l)),, also for horizortal shaf~s 10'I o.c.-, and for concealed draft openin3.* 14. Studs. In one- or two-story buil~4ngg. studs for exter4 or walls and interior bearing walls shall be not less, tt-2 x 4 at 16" o.c. Studs for-linterilor nonbearing Partitions may, be 2 x 3 at 16 o.c. Studs 2" - 4" thick and 2" wide and not mare than 3 feet longLshall be "Stud grade" Douglas Fir-lirch or better when supporting nct more t . n.. MINL~Wl CONSTRUCTI.ON SPECUICATIONS (continued) 15. -An A.!.T.C. Certificate of Conformance for. glued laminated wood zembers shall . be given to the 3uilding Inspector prior to erection. C. General Material Soecifications T-used . 1'. Niortar Z4i;x. Mortar. to a "or construction of masonry walls,- foundation walls, retaining walls shall consist of I partportland cement, 3 , -1/2 parts sand and 1/4 to 1/2 part hydrated lime or lime putty. .4orrar MIX with plastic cement shall, be 1 part plastic cement to 3 parts sand. 2. Grout Mix. The mix for the grout shall be 1 part partland cement, 2-3 part3 sand, 1/10 part hydrated lime or lime putty,,and.2 parts gravel. Grout shall attain a minimum compressive strength of 'ZOOO psi at 23 days S. Masonry. The masonry units shall comply wit h ASM Spec. C90-70, Grade X, for .1-tollow unit concrete blocks. 4. Rainiorcing Steel. The reinforcing steel used in construction of reinforced masonry or concrete struct-ures shall be defaimea and comply with ASTM Spec. A615-74a, Grade 40. S. Structural Ste * el. Steel used as structural shaDes such as wide flange sections, channels, plates, angles* shall comply with ASTM Spec. A-56.. Pipe columns' shall comply with-AM Spec. A-S3. D. Roofing, and Weatheraroofing Wood Siding. All wood siding shall be placed over an approved, weatherproofing barrier. (Sec. 1707). Flashing Ar6und Openings. Every opening in any exterior wall shall be flashed with sheet metal or water- proof building paper. (Sec. 17076)). ?oof Covering. Wood shingle,' split shake, and asphalt shingle roofs shall not be installed on. a roof hiv-Lng a pitch, of Less than 4 inches, to 12 inches.' Tile roofs shall not be installed on a roof having a pitc.1% , -of less than 3 inches to 12 inches. Mineral surfaced, built-uo roofing shall not be installed on a roof having a pitch,oi more than 3 inches to 12 inches. (Table 52-i). (Note: Section 3203(g) allows reduced roof slaves under special appli I cation requirements.) Weep screed: A weep screed shall be provided at at- below the foundation plateline for all exterior stud walis finished on the exterior with stucco.' The screed shall be placed-a minimum of 4 inches above grade.. (Sec. 4706(e)) E. General Attic Access. Attic areas shall be accessible by an opening not less than.2211 x 30". With a furnace in the attic, the opening shall not be less than 30" x. 30;1. (See 32CS(a)). Shower Enclosures. Shower walls Tmlqt be finished to a height of 70 inches above the drain inlet with a f ce. smooth, hard, nonabsorbent surfa (Sec. 1711(d)). Glazing used in walls, doors and panels of shower and bathtub enclosures shall be fVily tempered, laminated safety glass or approved plasitic. (Sec. 1711(f)). S. Electric Meter Enclosure. Cont=t San Diego Gas i Electric Comoany,.Customer Extension Planning Department, for meter location. All wiring must comply' with the National Electrical Code. 4. Fire~warning Systems. Every dwelling unit.and every guest room in a hotel or lodging house used for sleeping purposes shall be provided with smoke detectors conforming to U.a.C. Standard No. 43-6. In dweiiing units, detectors shall be mounted on the ceiling or wall at a point centrally located in the corridor or area giving access to roams used for sleeping purposes. In an efficiency dwelling unit, hotel sleeping room and in hotel suites, the detector shall be centrally, located on the ceiling of the main - 'oom or hotel sleeping room. Wheri sleeping rooms are on an upper level, r a t he detector shall be placed'at he center of the ceiling directly above the stairway. All detectors shall be located in accordance with approved manufac;=rer's instructions. When actuated, the detector shall provide an alarm in.the dwelling unit or guest .room. (Sec. 1210(a)). .S. Exit Facilities. Every sleeping room belo4 the fourth story shal 1 have . at least one operable window or exterior door approved for emergency egress or -.escue. The units shall be operable from the ihside to provide a iull clear opening without the use of separate tools. All egress or rescue windows from sleeping rooms shall have a minimum net crear opening of S.7 square feet. The minimum net clear opening height dimension shall be 24 inchis. The minimumnet clear opening width dimension shall.be 20 inches. Where windows are provided a3a means of egress or rescue they shall have a finished sill height not more than 44 inches above the floor. 6., G, * as , i and Gla-zing. Glass and glazing shall. satisfy the provisions of Chapter S4. Federal 'spec-_;!ications shall take precedence. See your glazing contractor. 140TICE I X,le3e mini=um'speciftcations ' become part of the approved plans when included with the approval of the consttuction 'Plans. Construction shall comply to these. specifications -or any more restrictive speci~ications shown on the ipproved plans., .2- J TP -4- Z7 z 1.6. LL 'Ire Aw;. 00, pelf op "o AL x 173, 3 0-0 io oo if—)c lK 'J77t BENTON ENGINEERING,, INC.'. APPLIED SOIL MECHANICS FOUNDATIONS 13BAO RUFFIN ROAD SAN DIEGO, CALIFORNIA 92123 FebrUary 1, .1983 PHILIP HENKING BENTON TELEP"NE (714) i65-195i_ CI VIL.ENGINEER PRESIDENT Mr. Richard Runnells 1930 ?-. 215 Encinitas Road 'Colif~rnio*92069 an Marcos, Subject: Project No. 83-1-23F Moisture Con-tents in Subgrode' Soils Lot 595 of La Costa Meadows Unit No. 4 1'-.'CcirIsbod,, California bear mr,,`~,Ru%,i-n—n,e-IIs: This is to rep~art the..resul,ts of tests to determine the moisture coAtehts of the soils in -the .,upper three feet below finished grade in the proposed building area at the subject site in .torlsb'ad, California. "The soil sam ,pies we re obtained on January 31, 1983 and the results of the moisture determinations lore presented, as' follows: Depth Ikelow Moisture Existing Approximate G f4d e Content in, eet Location- of Saim,ples F' % dry wt 1 `0 Sout~ rly portion of proposed building area'... 17.6 2..'D 16.8, Too rocky to excavate below.2.5 f.e e t .'Nor therl 1. y portio n of proposed building,area , 1.0 17.4 18: 2.0 ..5 5.0 14.4 It it concluded from the field observations of the various soil types;ond the final results of the, moisture determinations that the soils in 'the upper.2.5 to 3.,O-feet below finished grade at the locations'sampled have been, sufficiently moistened to minimize'the -potential expansion, of the ~soils, as,recommended in. but report under Proje It No.,71-1~241)d'otied September 10, 1973.- 'if is recommended that positive'draino' . e 6 in ches of verti . cal fall in -6 fee t hor I izontally, shoul , d., 9 INTERDEPARTMENTAL INFORMATION SHEET BUILDING DEPARTMENT BUILDING ADDRESS: DATE: jc ly I I lu. T ent guildink Departm PLANNING DEPARTMENT ZONE - 1-t-060L.OT SIZE LOT-WIDTH TTXT T rr 0 A T T n TJ V n UNITS PROVIDED PARKING SPACES REQUIRED PROVIDED OVERAGE ALLOWED PROVIDED HEIGHT ALLOWED PROVIDED FRONT SETBACK: SIDE SETBACK: REAR SETBACK: WLLOWED 4 PROVIDED. INTRUSIONS LANDSCAPE & IRRIGATION PLAN COMMENTS: ENVIRONMENTAL PROTECTION REQ: ADDITIONAL COMMENT S ':' 7Uo,4.4w v OK T-0 ISSUE: _49~~_.DATE Wl4p~-OK TO F INAL DATE ,.ENGINEERING DE PARTMENT ~_y R I.O..W.- INDUSTRIAL WASTE IMPROVEMENTS SEWER CONNECTION DRIVEWAY LOCAT.IONS GRADING PERMIT EASEMENTS DRAINAGE LEG-AL,DESCRIPT ION. ADDITIONAL COMMENTS OK TO ISSUE T E L__,PWI UW_T-' TO FINAL DATE FIRE DEPARTMENT SPRINKLING SYSTEM FIRE ALARMS FIRE HYDRANTS ADDITIONAL COMM-ENTS FIRE-PROTECTION EQUIP. EXITS LOCATION OK TO ISSUE: DATE OKJO FINAL' DATE ? WATER DEPARTMENT 4 REQUIREMENTS- OF APPROPRIATE DISTRICTS'MET_ DATE 1A 1?,o V'r ALL ePLA,0, /paj 7:* w fvprw . ~Llp- WIPTH 10 gor cr plwq -101wr L4 :z 6e P I 1-~ e c4 ewwT IV 6, 6) Cuele XOP Lj eV,411+ I Lie"* ,A- 1zocNVF-.L W I PTH I L?-~TH LAW I~AL, reVr 'WALL rM -W&U, HeVAH-T --~M V-P, 1 ~4 W r, 61Welo' 4E--'r .4~lZrZ rj~70T, W I 0,T s, "5 Z4, .151 -99 , 11 A-0, I& lPz vI ?('I6II a 01) -IECEIVED JUN 71983 CITY OF CARLSBAD Building Department LEUCADIA C-OUNTY WATER DISTRIC1, APPLICATION FOR SEWER SERVICE C Oviner's Nam e Dr. Joseph Kwint, Trustee Phone No. 942-2435 Mailing Address c/o Robert Kwint 4159 West Sanna Drive S-WER PERMIT 15:,-UED UPON Glendale s Arizona 85302 Set-vice Address: --ke-UsLa-Court F-_~~EIPT OF BU"_D.'N/G PERMIT. Tract Description: lot* 595, Mpadaws #4 C*! L7)!I--!G Kllm:T MUST BE Asses sor'.s -Parcel No. , 215-420 APPLIED FOR BY9_~_~~ Type of Building ~ingle family -No. Units l I Connection Fee $ 600.0.0 I.ateral Size: 4" 6 11 811 Saddle Easement Connection (pre-pd 200,00) Extra Footage: @ $ Extra Depth: @ $ 400.00 Lateral Fee Amount Rec'd $ 400 00_ Ck. No!Casj, Prorated Sewer Date Service Fee Total Rec'd By S. Williamsol The application must be signed by*the owner (or hisauthorized 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 serv4ce lateral is required, it will be 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 strea,(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 constr~uc'tion, at the a-,plicanf's expense, of the sewer pipeline (building sewer) from the appli'L cant's p~umbing to the point in the street. (or easement) where a connection is made to the service lateral. The coilnection of the applicant's building sewer to the service lateral-sha,11 be made by the applicant at his expense. The connection must be made in cdnformtty with the District's specifications, rules' and regulatio'n's; 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 Of! COLLEC_ .,TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BYTHE DISTRICT WILL BE CONSIDERE7D INVALID AND WILL'NOT,BE ACKNOWLEDGED. The prora-ted sewer service fee is ba~6d upon the date,the Distric ' t 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 a nee to the clondii, ons as s ed. --//Owner's Sionaturd s that the above information given is correct and agrees 01 C a te4 Account No.