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Home My WebLink About2710 OBELISCO CT; ; 83-32; PermitAPPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. USE BALL POINT PEN'ONLY 9 PRESS HARD - APPLICATI61lill PEAMilr—, CARLSBAD BUILDING -DEPARtMENT" I 4,-e b y Ahat.'IJAW 111c*ihsed under --1200 Elm, Ca provisions' , of,Chapter 9,(dommeincling- with risbad, Californ 92008-1989 (619) 438-5525 o 41 -- Sec: lor~-7000j,olf, plirldibn -3 of the,Business 1 f- ~ - I - - ~ - 11 JOB ADDRESS AV. ST. DATE Of APPLICATION1 BUSINESS LICENSE # VALUATION PERMIT NUMBER T -,4,-ancl,~ Professions Code, and mi license Is 1 71 n,.-' RO. lZ full for6e'and effect..'' OF P1 W5 no '?,,Lic.No.--- Class Z 0 -;;7"— OWNER'S NAME~11, OWNE R'S PHONE ONTRACTOR FCONTRACTORS PHONE # C JONE CL E -i-,tor:si License Law for the following reason (Sec. 7031.5 I heieby affirm that,l am, exempt, from, the Conlrac-, 6AWN?- Business and Professions Code: Any city or county which re-., 1 -7t7' Z9 I a) : quires a permit -to 'construct, i)ter, improve, demolish, or OWNER'S MAILING ADDRESS CONTRACTOR'S ADDRESS LICENSE NO. 'PLAN i.o- # BLCIG 69E-t:61DE '-~Jepair any structure, prior to its ikstinince also requires the ap- . I '- I plicant for such p6innit to Illeit'signed statement that,luis G)n I I . !!!? I .,!: - I - 1-117. w . 1, - -~ ~ bill. licensed p ursuant to I he 'provisions ~ of - I he- Contractor s qrz-o 03 -License Law (Chapter,9 commencing.with Section 7000 of. r- ju L~-T T- -0 Division 3 of the Business and Professions Code) or that is a LOT BLOCK 5UBDIVISION t~7213 ~L~ 0 DESIGNER LICENSE STANDARD PLAN # BUILDING SO. FOOTAGE empt therefrom and the basis for the alleged exemptioni '~Nl v An 1`0 LA V;'7; iolation of Section 7031.5 by a6 applicant for a pirmil s b- 4416 .J, ~&,jects theapolicant toacivil pepaltyof no more an fivehun-A DESCRIPTION OF WORK , ! ~-fh -- . ~ - dred dollars ($500). DESIGNER'S. ADDRESS DESIGNER'S PHONE 'Co 1,~as owner of the property,.ovirny employees with wages I heli,sole compensation, will do the work, and the struc- .2 W, Busines, a ture'is not intended or offered for sale (Sec. 7044, NO Profesilons Code:~.~The Contractor's Uiiense,Law does,, F/P FLR EUEV. OCC GP EDU CL Z) not apply-to an owner~of property. who bullds,oir'improves'.e- I. STORIES < .1 0 t, i. . 'I. ir ~o 14 . F-3 thereon and who does such work himself or through his own -:mPloyeei, provided that such improvements are not Intend -1-PARK NG SP T ISSUED 11111 d or offered for sale.4, however, the building or Improve Z merit is sold within one year of completion. the owner-builder CENSUS TRACT 7, GP C. , 1~1NIDUSE I ACE RES UNITS INa REDEVELOPMENT- TYPE" OCC LOAD FIRE SPR C ~AREA- , I - - _ , I - CONST 3: will'have the burden of proving that he did not build or lm- I , . % ' % -N Y. CL -sale). ' 6j ::~. - I lifor Valid Unless Machine Certified 0 prove for the pu , rposs , of YO N 0' 0 Nj Z 0 -K JKI, as owner of the property, am exclusively'contracting It -71144. MECHANICAL PERMIT -!ISSUE' SUMMARY/ACCOUNT NUMBER- - ,Businessland Professions Code: The Contractor's License QTY. PLUMBING PERMIT ISSUE 0 w does not apply to an owner of property who builds Z.- I . -- . - - - - I I - - .. .. with licensed contractors to construct the project (Sec. -QTY. 01-00-00-8220 La -or Im- fn es,'tqereon, and who contracts foveach projects with a 0 r) prov Z cOnfractor(s) license pursuant to the Contractor's License TRAP 'iNgTALOFURN. DUCTS UP TO 100.000"BTU 4) -00-00-8221 Z 'r -1, -100;000 BTU 01 f I. ',.EACHBUILDING SEWE-R-- +OVER SIGN PERMIT 0 f 0- Ax a iio;41S. 11 am i~proving my home, and the follow- E 17 WE BO I ILIER/COMPRESSOW I UPTO 01,00-00-8806 i ing conditions exist: I - , ,-_ 4. -, - AC'HWAfEF.'H'EATER,4Nd/OR*,VENT 3-HP PLAN CHECK 4;,5;, 7 0 IX 2 1., The,work Is being performed prior to sale. , - I . V- - I C TO .-I have lived in my'home for twelve months ~EACH GAS SYSTEM I TO 4,OUTLEtS BOILER/ OMPRESSOR 3.15 W TAL PLUMBING 01-00-00-8222 i prior to completion of this-work.- - - 0 -METAL FIREPLACE., + -00-00-82 0 st -SYSTEM 5 R MOBE ELECTRICAL— 01 23 have not 'claimed this exemptlim'during the .,EACH GAS !a hreeyears. -EACH'INSfAl~.-AL~ER:,REPAIR'WATER PIPE VENT FAN SINGLE DUCT MECHANICAL El I ann- exempt undir!~'ec: B&P.C. , 01-00-00-8225 -for.this reason EACH-VA U WECH tXkAUST- HOOD/DUCTS MOBILEHOME CUUM BREAKER- J WA ERSOFTNER EA F6.RNACE/HEATtR,, -MOBILEHOME PARK INSP In REI~QCATI,014 OE in 'EAU AOOF DRAIN (INSIDE) §OLAR 01-00-00-8226 0 0 1 hereby affi~FM that I have ai certificate of consent ~ I roters' TOTAL-MECHANICAL :"STRONG MOTION 80- , 92-33-,0519 - t., to self-insure., or ea -cerlificale of Wo. Compensation lns6ran6~~cir a certified copy (Sec. 38M. Labor Cocle~.~ --TOTAL- PLUMBING A C0 INKLERS FIRESPR 01-00-06-8227 -Z !L~,POLICY NO.— ""'A- Y's PUBLIC FACILITIES FEE' 32-00-00-8923 QTY~ .;-N,~ELECTRICAL PERMIT -JSSUE-,!!~-', S LA - OM AN"L., ~-~ ~.~TY BRIDGE FEE- -7 ~%Y 0 P 1 -0 'it COLLECTORS' DISTRICT 0 Copy is lited,with the c,,y. Z NEW.CONST EA.AMP/SWT/BKA SCHOOL FEE uJ O~Certifiecl copy~is hereby furnished?-~ STORAGE TANKS Carlsbad 80-92-21-0519 cc s6 4t :'j 3- PH A66K ~TORAGE Encinitas 80,92-22,0519 LL 7 -- - N '- ' - ' -- ~;~ . Nr- ~~- NFROM' EA ISTiB LOG EA-A,MIPI,,S,WT/BKR f W CERtIFICATE OF EXEMPTIO ORKERS.COMPENSATION INSURANCE OMP -80 - - . 9 . 2-23,05119 k section `nr 1~d it the permit ~l 'PH 3 PH (This need,nol, eco 1ple P San Dieguito uj #I w~ is for one hu ".is ir ndreA isloo) 6r'-iess) 11-0 , I " I PLAN CHECK FEE ~an Marcos 80-9~-24-0519 C: . . — 'k E M 0 EL/A ~Jf R PER CIRC`bIT , I certify that in.the performance of the work for 0 Awhich ~this permit is issued. I shall not employ any ~TzEIAP,Pd,((~ 06AMP9 31: person in any manner so as to become subject to he Workers' Compensation -Laws~of California., - -i --OVER 200-AMPS~rlt 4. J NOTICE TO APPLICANT:, lf.~after makihg this Ceni.. TEMP,OCCUPANCY 130 DAYS)- i ficate of Exemptiom 0 should become subject to.. to. the Workers' Compe-irysoati'on prov onsofthel-abor, ply,wit -el v 11 0 Code. -you -must forthwith h: such' L V, TOTAL FEES P YABLE a) u' I EA L "dTAL ~OLAR' $,profisions this permit shal deemed r I e~oked. TOTAL'EUECTR : . A T 0 HEREBY 0 Expiration. Every permit issued by the Building Official under the visionscifthis AN OSHA PERMIT IS RE(XJIRED FOR EXCAVATIONS OVER H ro onsiruction I A VE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO Code shall expire by limitation and become null and void. If the building or work ,IF F pensa n plo' I forth h '~US * I ~fh,/. permit ~h.' d here affir that there is a'c CLUDING THE .5'0" DEEP AND DEMOLITION OR CONSTRUCTION OF cc ending,a.ency for thq I performance of the work for CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON IN authorized by such permit is not commenced within 180 days from the date of such 1 -1 STRUCTURES OVER 3 STORIES IN HEIG, 0 whicii thi er if is issued (Sec. 3097.'Civit Code~. DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permit, or if the building or work authorizedpy such Permit is I suspended or Z , - - 0 L ISSUED: TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CON. aban ®r at any time after the work is comgEced for a period a 180 da 9. ut Lender's a e STRUCTION, WHETHER SPECIFIED HEREIN 08 NOT. I ALSO AGREE TO SAVE INDEMNIFY AND AP I ANT'S VED BY DATE A OWNEF.0 CONTRACTOR,44 's A~dres's KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, C 01 C EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENC GRANTING OF THIS PERMIT. I U r O'TS BY PI-16N~ 0 Lencie TOF T- 100 ppp_ IN.rlPFrTInN TYPE 'DATE INSPECTOR7 BUILDING FOUNDATION EIN R FORCED STEEL MASONRY GbNITE -OR .&A Oljf'~' FLOOR,,& CEILING SUB.,FRAME FRAME EXfEk16R LAT"I-1,1146OLKYRON INTERIOR LATH & DRYWALL PLUMBING SEWER'AND B L/CO PLUWBI'NG''UN DE RG ROUND PLUMBI*NG,TOP OUT' TUB 'A'ND'SHOWER'PAN -GAS TEST P3 ELECTRICAL TEMPORARY,0OWER 4 r.Z7 - P3 ,ELECTRIC UNDERGROUND ROUGH ELECTRIC -ELECTRIC SEAVICE BONDING G. F. 1. SMOKE DETECTOR' MECHANICAL.: DUCT.& PLEM., PIPING., 77. HEAT --AIR COND. .—SOLAR SYSTEMS,.- VENTILATING!tYSTEMS - I . , . - I . ~. -I,. 1_.. .1, 1 k- ICALC ,f~~ FINAL INSPECTION WHEN r AL L,-APPROPRIA TE ~i TEMS _480vt~l HAVE;,BEEN APPROVED...,. JOB S!JE. FINAL PLUMBING ELECTRICAL MECHANICAL . GAS' BUILO , ING. SPECIAL CONDITIONS CERTOF OCCUPANCY ISSUED FIELD INSPECTION RECORD REO - LIIAED SPEbAL iNSP , ECTIONS Sp' NOTES ,IN .ECTOR'S INSPECTIO~- ~t REO. IF INSPECTOR'S DATE tHECKED APPROVAL SOILS COMPLIANCE P I R OR TO FOUNDATIOWNSP STRUCTURAL CONCRETE OVER 2000 PSP. All- PRESTRESSED CONCRETE P ST TENSIONED CONCRETE FIELD WELDING HIGH STRENGTH BOLTS ..44 X, SPECIAL MASONRY PILES!CAIS' SONS 4 IJ vA. IL f, -2 -Z 06-r-,-?, C:1 APPLICANT COPY&BC1 0 CITY COPY C3 PLAN CHECKER COPY Citp of Carldab JURISDICTION: DATE c:000/44,3 PROJE CT ADDRESS: TO: ~WPZIC"_r W A;~1/0 e0l_725 /9?, -JIV I-VIP6, -5'Alfta5 19 73~-//-/ eV4 "Coll-f-7rz 741-c", Zo c1bu 5,40ew -the cw C_#V" 4--c- Alect- &—V 991. 517&EV'--~ 0~,C-MC_> CqleS '. 5AW&D ge-- Deli /I egAf--ek. Z 4nD k~~.Iawnv , e 4 P ;;Al r 'low -0 *? Aiar" AC e6 fo6v4~s 517,ow10 ze -~*--f CallS Gje egle s) W& Ur 0 '~9 -A Qd'5PW9t4 q7- '9600e~ L-.ej1t:-r I-* Z;W6_5kr- //5ftWS 8XA011 1*V0 LW4,- 5,q-r.- :5- 5 Aku-,-S 16, ~( 16 Cut Y!Y-? & ac & 0"40 opt Ce , ,qwv ;4)(- 'to oy%94 ova, -~ ame, t!k - I~IV,9'jOV 57-,*V OW 0 51--v c-0 :V,(10 .ge) oe '1-6" d);-- onsT7 5-1.6 6:03) e, 'Do— ILI 0 cj -67- ,08 L5;4,rew 011V 1741/'~"W "/409475 74b ZOW0-7 C~~D_j PLAN CORRECTION SHEET Plan Check No...' r-ite plans received by jurisdiction !);%te plans received by plan checker AW Date initial plan check completed— 01Z by J en EOREWORD-- PLEASE READ C( Plan ch6ck'isll'imited to technical requirements contained'in the'Uniform Building Code, Uniform Plumbing Code. UnitormMechanical Code,, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on 1 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), 1479 Uniform Building Code, the approval of ihe plans does not permit the violation of any state, county or city law. A. PLANS ((1.j Please make.all-corrections on the original tracings'and submit.-two new sets of prints, andIany original plan sets that may have been returned to you by the jurisdiction, tG: 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. A. PLANS . * . I I Please.make all corrections on the original tracings and submit two new sets of prints, ani any original plan sets that may have been re e 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. 3. Indicate on plans the name of the legal cwner and name of person responsible for the preparaiion of the plans. Sec. 302(b) Openable window area must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laundry rooms and similar rooms. Minimum is 1.5 sq.ft.,(Sec.1205(a) t One-half of all required window area must, be openable in Provide mechanical ventilation capable of providing five air changes per.hour in a bathrooms, water closet compartments, laundry rooms and similar rooms.if required.windows. are not provided. Sec. 1205(a) No habitable room, other than a k I itchen, shall be less than 7'0" in any dimension. LSe 1207(c) c" S how that ceiling height for habitable r .ms is a minimum of 7'6". Sec. 1207(a). 0 .0 ~3Q_~ AaA 40_51a~l F-1 APPLICANT COPY Z_ I ~~~Ci T 7Y~P P_ PLAN CHECKER COP Y Citp of Carissbab, ubmit 'fully dimensioned plot'plan drawn ',~Sto scale showina location size and use -ri-HvZ-* 5-1 . u 8L C& "- JURISDICTION: DATE !a PROJECT ADDRESS: TO: 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 1 corners. Sec. 302(b)7. In dicate distance from center-line of street or alley to property line and distance from curb to property line. Sec. 302(b)7 P lans, specifications and calculations sha 11 be signed by,a California State licensed engineer or architect. (California Business and Professions Code) ,.A~EIR- fROTECTION walls closer than 3 feet to property lines shall be one-hour fire-rated construction, N PLAN CORRECTION SHEET nave no openings, and s all ave iv nc 1 1 1 parapets when the building floor area exceeds SINGLE PA14ILY AND DUPLEX DWELLINGS 1,000 square feet on any floor. (Table 5-A Sec. 170 9(a) Plan'Check No. Projections, including eaves, may not extend Date plans received by jurisdiction more than 12 inches into the 3 foot setback from the property line. Sec. 1710 and Date plans received by plan checker/ Date initial plan check complet-d by_~~w Sec. 504(b) be -one- Projections, including eaves;shall hour.fire-resistive construction, heavy FOREWORD: PLEASE READ timber or-of non-combustible material if they project into the 3' setback area.from Plan check is limited to technical requirements the property line. Sec. 1710 contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National. Show location of permanently wired smoke Electrical Code and state laws regulating energy detector. Sec. 1210 conservation, noise attenuation and access for the handicapped. The plan check is based on C. ROOM SIZES, LIGHT, VENTILATIONS AND GLA7ING' regulations enforced by the Building Inspection Department. You'may have other corrections One room must contain a minimum of 150 square 1;W, based on laws and ordinances enforced by the feet of superficial floor area. Sec. 1207(b) Planning Department,.Engineering Department or other departments.- flabitable r~oms, other than kitchens, shallk. 1?Z contain at least 70 square feet of floor The items circled below need clarification, area. Sec. 1207(b) modification or change. All circled items have to be satisfied before the plans will be in Window area must be at least 1/10 of the 'conformance with the cited codes and.regulations. floor area and a minimum of 10 square feet. Per Sec. 303 (c), 1979 Uniform Building Code, perSec. 1207(a).'- Appears to ,be deficient the-approval of the plans does not permit the in violation of any.state, county or city law. r -1. p m. (0. 41-VOAe st, we 0% pot 12"'. OYZ- IDW Le%m,, vout CPLSC~ a q, rYK". e CA1 "eS. LQ v~,-ve,4 J la S c, Pit-so C-L-v+ak 4 126W a-C. 0 VZ,,,J ~ADC>-U _S 0 J?_ AtALL Wl'" - S,, IZMA /3. Provide 30" cl e . ar width for water closet Title 24, Sec. T25-22(b) 33 Show ceiling.h6ight for laundry ro ms, 50. Handrails shall satisfy the following: Glazing in shower and tub enclosures Sec. 1711 (f)(g) minimum of 7'0". Sec. 1207.(a) a. Provide handrail for stairways over 30" adjacent to such doors and glazing adjacentV laminated or approved plastic. hallways, corridors, and bathrooms is a No cooking room shall be used for sleeping have a space not less than 1 1/2" between Specify safety glazing for-glazing in hazardous compartments ana ,24" clearance in front b. Handrail shall be 30" to-34" above the purposes, unless complying as an efficiency the wall and the handrail. to walking surfaces. Sec. 5406 . _0*~, - (including windows) shall be temLpered~, living unit. Sec. 1208 I"N 1~ A locations such as glass doors, glazing .11 closet. Sec. 1711(b) nosing of treads. Sec. 3305(j) ' nd — ' t room 7 L ( ) .s or s p c. Handrail projecting from a wall shall u— ry ro ms Han( a h s s a a 9,Z W 1W gow 0:1 O-e t t c Sec. 3305(j) (.see attached) be not less than 1 1/4* nor more than high when serving a single dwelling. 2" in cross-sectional dimension. e an gr p port on o andrail shall 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 penable width.20" and the minimum openable . 0a.required yard more than 2 inches for each /9 height 24*. Sec; 1204 Eaves and cornices may not project into foot of yard width if required windows pen into the yard. Sec. 1206(d). 0 A mezzanine is an-intermediate.floor and may not have.a floor area exceeding'.33 1/3 percent of the total -floor area in the room below, and the mezzanine floor must have a clear height of 7 feet, above and below,and must have 65% 6f the long side open to the ~Oom below. The loft you show does not comply as a mezzanine floor and is, by Building Code definition, a story D. EXITS, STAIRWAYS, AND RAILINGS Floois above the second story-shall have no t ess than 2 exits. Sec. 3302(a) tequired exit doorways shall be not less than 36" in width and not less than V-8 - ~~Iin 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 48: Show how guardrail connection detail's are adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B 49. Provide stairway and landing details. Sec. 3305(b) (c) S a h d f 0- ow eq ot Tab 1 49 - P rov S e c. u ho a a t t e 2 w e 3 de a g t _ B- u 0 r a r s g -ta r 33 0 5(b .J.mum Maximum rise 8" aAd minimum run is 9'. um Minimum head room is 61 -6". Minimum wid is 30.. E _rV1QA1Abe4 - U.1!YA,O _01-6-t6mc-C-~ iS, '-tatc:t CLU q., 1 1) S111 , LO, 0 YL, S-,YYUL/V-VA 10-,v4, - I-v9-C4 Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. Sec. 3305(g) A door may open over a stairway landing provided 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 the stairway. Sec. 3.305(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. -Sec. 3303(i)2 X14' Pro vide details of winding stairway. Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches', from the side of the stairway. maximum rise is 9 inches. Minimum width is 30 inches. Sec. 3305(d) (see~attached) Provide spiral stairway details: Minimum run is 7 1'/2 inches at a point from where the tread is the narrowest. maximum rise is 9 1/2 inches. Minimum headroom is 6 feet 6 inches. Sec 3305(f) (se; attached) 5fol Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft. Sec. 3305(f) /7- Spiral stairways must have a clear walking space of'26 inches between the column and handrail. Sec. 3305(f) Provide I.C.B.O. Reasearch Report and Number, ."for metal stairway, or submit plans and calculations 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(f) .In buildings over 2 stories in height, provide 3/4 hour fire-rated assemblies for all openings in the exterior wall below or within 10 feet horizontally of an exterior stair- way. An exit balcony with 2 separated stairways is exempt. Sec. 3305 Exterior stairways shall not project into the -3 foot setback from the property lines. Sec. 3305(n) V" Q",v 6G4 ZY. WOOD The walls and soffits of the enclosed usable 1 Show 1 3/8" solid core self-closing door ",Z fo~ space under interior stairs shall be protected , for openings between garage and dwelling.. on the enclosed side as required for one-hour Sec. 503(d) fire-resistive.construction. Sec. 3305(m) 3. Garages are not permitted to open'into room used for sleeping purposes. Sec. 110 4'." linimum construction specifications shall be made a part of the approved plans~ ~ ZOpenings between carport and residence (See attached) require self-closing doors and stationary.'. indows. Sec. i214 E. ROOFING 1 - Show garage framing section, size of header. ",~~.ver garage opening, lateral cross bracing ecify roof pitch. at plate line and method 'of bracing garage. Roof pitch is not adequate for roof type front. Chapter 23 specified. Specify minimum pitch of NOTE: Minimum plywood diaphragm ratio-is. 3 1/2 to 1 or 2'8". Table 24-1 11 Specify roof material and application. '0/6 Door ' s ' between dwellings and attached garages. 15 -41 may swing in either direction provided Specify I.C.B.O. approval number for-roo! 7 the difference in floor elevation between ~<a t~ rials not covered in UBC.1bMYe-(%LJZ-r 00. the dwelling and garage does not exceed e S S 7 1/2 inches and provided the door is not'- pecify roof slope for drainage or design used as the primary.means of egress from o support accumulated water. Sec. 3207(a) the building. X7 how roof drains and overflows. Sec. 3207(a) If the difference in floor elevation exceeds rovide skylight details to show compliance 7 1/2 inches, or if the door is-used as with Sections 3401-and 5207,or provide rcBO the primary means.of egress from the building, a proval number. additional steps or landing must be provided NO in accordance with stairway requirements,' Irovide plastic roof panel detail h and the door must not swing over the depressed- s to ."~Ccppmpliance with Section 5206 or provid: level. (see 3303(1)2 and 3305 (g). 0 umber. lap , 0 . Pro~ide 18- raised platforms for'any FAU', .,,7 ~.Sh.w :ttic.ventilation. minimum vent area water heater, or any other device which .s / 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 10 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* SONRY I(OvecA-r""Gq JU.- 0 - H. FOUNDATION REQUIREMENTS Provide fireplace construction details or Note on plans that*A.soils engineer shall n co 7note construction to be per attached fireplace eva-luate any unanticipated uncompacted fill standard drawing. Sec. 3707 or expansive.soil or other soil problems .. disclosed during construction". Sec~306(a)12. V6. Show veneer support and connections comply I Submit soils classification determination with Sec. 3002, 4,5,6, and Sec. 2516(a) by a licensed engineer or architect based regarding ties and #9 wire in horizontal on observation, tests, borings,. or excavations, joints or note construction to be per attached and containing comments on the degree of hee t s 30-1 or 30-2. expansiveness,comprdssibility and bearing value. Sec. 2905 Show height and construction details of X~ISII masonry walls. Chapter 24 vll Note on the plan the soils classification, whether or not the soil is expansive, and Note that cleanout openings shall be'provided 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 12 The foundation plan does not comply with be sealed before grouting, after insp~c the soil report recommendation for this ec. 2415 project O—kc.T- ALj_ SKc,,"1p1f1~y1.s oyt~. how floor and roof connections to masonry it D36%L% ctecckwl rucr L4 WSalls. Connection shall resist 200 pounds lod&43 ~a per lineal foot or the actual design load, ; whichever is greater. Sec. 2310' 123 Provide notes on the fou~dation plan lfsting the soils report recommendations for foundations. 9 F rovide material specifications for mortar, slab and building pad preparation. Xrout, masonry and reinforcing steel. .64c. 2403 Note on the foundation plan that "Prior 0*1 to the Contractor requesting A Building 5. Show how masonry house walls retaining earth Department foundation inspection, the Ire to be waterproofed. Provide detail.' soils engineer'shall advise the Buildin , g W Note that special inspection of the masonry Official in writing that: will be required for 1. the building pad was prepared in accor- dance with the soils report: G. ARAGE AND CARPORTS 2. the utility trenches have been properly backfilled and compacted, and: ~ Ga age requires one-hour fire protection 3. the foundation excavations, forming the garage side of walls and ceilings and reinforcement comply with the soils common to the dwelling. Table 5-8 Sec.503(b) report and approved plan." 01.All elements supporting floor above garage to have 6ne-hour fire-resistive protection Provide spread footings for concentrated on the garage side. Sec. 503. Beams 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 UBC, Table 4,3-A, an engineer or architect. Chapter 29 or be minimum 6" dimension beam and minimum 8" by post. Vt nx~L" 5AS) L Q~L& __--C U-4i U A';,' 1W P, A— (\ A 1;4CO e7a"e~l t)ma 40 V41 I. 518 X A-4 JA Y ~41 Show he ght of all foundation walls. Chapter 23 Show height of retained earth on all foundation alls. Chapter 23 Show distance of foundation to edge of Wcut or fill slopes and show steepness and ,,heights of cuts and fills. Chapter 29 11 Note on plans that wood shall be 6" above / t f inish grade. Sec. 2417(c) 7. 13- Note on plans that surface water.will drain away from building and show drainage pattern and key elevations. Sec. 2905(f) 131. Dimension foundation per Table 29A. TABLE NO. 29-A—FOUNDATIONS FOR STUD BEARING WALLS—MINIMUM REQUIREMENTS DEPTH OF FOUNDATION WIDTH THICKNESS BELOW NUMBER THICKNESS OF OF OF NATURAL. or FOUNDATION WALL FOOTING FOOTING SURFACE STORIES (Inches) (Inches) (Inches) OF GROUND AND FINISH CONCRETE UNIT MASONRY GRADE (inches) 6 6 12 6 12 2 '8 8 15 .7 18 10 10 18 8 24 NOTES: NVhere unusual conditiomi or frost conditions are found. footings and foundations shall be as required in Section 2907(a). The ground under the floor may be excavated to the elevation of the top of the footing. ~ Note cross bridging or-blocking. Floor Ijoists and rafters more than 12" in depth~ and spanning more than 8 feet shall be supported laterally by bridging at intervals not exceeding I 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) 5. Show double joists. Floor'joists shall be doubled under bearing partitions running parallel with the joists. Sec. 2518(d),S..' Show rafter ties. Rafter ties shall be. spaced not more than 4 feet on center / where rafters and ceiling joists are not parallel., Sec. 2518(h) 67. Show rafter purlin braces to be not less than 451degrees to the horizontal. sec. 25 8( Z68. Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading 'will be as designed.). 10/ Show double top plate with minimum 48* lap splice. Sec. 2518(9)4 S how 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 Show foundation sills to be pressure treated, between studs along and in line with I qual. Sec. 2517(c) 3. stair run adjoining stud walls and partitions, Sho:at'perimeter of sliding door pockets, foundation bolt size and spacing. between chimney and wood frame using metal or incombustibles for the fire stop and - 2907(e) 4Sp: C cify size,'ICBO number and manufacturer at other places that could.'afford passage osrpower driven pins. S . how edge and end and spacing. Sec. 306(f) of flame. Sec. 2517(f) Show stud.size and spacing. Maximum allow*. :tance 1 Sh w size, imbedment and location of hold ~dqwn able stud heights: 2"x4"@ 16" is 14';- 1 Sh' anchors on foundation plan. Sec. 2312(f) 3"x4"&2"x6"@ 16"o.c. is 20'. Sec. 2518(g)2 ~bote on plan that hold down anchors must 173.. Note-an A.I.T.C. Certificate of Compliance , - W e tied in place prior to foundation inspection. for glued laminated wood members shall Sec. 2312(f) be given to the Building inspector prior 1 Show adequate footings under all shear rection. Sec. 306(f) ):t:,, beam walls. Sec. 2311(e) all post to and post to footing Show stepped footings for slopes steeper than 1:10. Sec. 2907(c) ,connections. Sec. 2117(c) I Specify nail size and spacing for all shear walls, floor and roof diaphragms. S how minimum 18" clearance from grade to ~bottom,of indicate required blocking. Maintain floor joists and minimum 12" maximum diaphragm dimension ratios. barance to bottom of girders. sec. 2517 S Sh (Tables 1,J,K). how pier size, spacing and depth into u un ndisturbed soil. Table 29-A X6. Show.3"xil" or 2"x6" studs in first story 1 ihow minimum under floor access of 18*x 24". c. 2517 0 f three,story building. Sec. 2518(f) 1 Provide truss details and truss calculations. ~l ~_Soow minimum -under floor Ventilation equal Provide roof framing plan. Sec. to 1 1/2 sq. ft. for each 25 lineal feet 17 Provide framing sections bhW-010h4& 12privila of exterior foundation with openings as *1 51~g I QA*J Wts_ %?-e LAA4la- h, ), e!z 9A. close to corners as practicable to provide cross ventilation on at least two approximate- Secti;~ 302(a) 7 ly opposite.sides. Sec. 2517 180. Specify all header sizes for opening over F N Sh a 1 joists, rafters, beams, and posts, 4' wide. Sec. 2518(g) 7 01.1. MLn 18 . I—rovide calculations forALA maini") alemtbms, %0CLV%)i1Ut( 26;~*qlvs FWIVICA -fryv - PAC - Avv w 1 to 2 4" thick to be No. 2 Grade Douglas F r-La rch or-better. All posts and beams Section 302 a) -no Ct — 5",-and thicker shall be No.-1 Grade Douglas 4, 0'200.' Irl areas subject to water .sp as an in -Larch or better. (Table 25-A-1) i S Sh wall bracing. Every exterior wood All exterior locations, wood columns and posts I Xi: . s 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 lx4 diagonal wood unless the columns or posts~are foun- let-in brace or equivalent. Sec. 2518(g)5 (iation grade redwood or cedar. Sec. 2517(c)4 /8. 'Show 1 S w location of attic access with minimun access to the attic or under floor size 22* x 30*. Sec. 3205 furnace to be minimum 30 inches by 30 inches., Sec. 708 & 709 UMC 4 Show draft separation for attic areas i 2,0,e Note'that to the furnace' passageway attic in excess of 3,900 sq.ft. Sec. 3205 shall be unobstructed and have continuous " l'~dropped . Show draft separation.for space between epe1 solid flooring not less than 24 inches ceilings and .floor above in excess wide. Sec 708 UMC of 1,000 sq.ft.~ Sec. 2517 /0. 18 . Specify plywood grade and panel indenti- Show permanent electrical outlet and lighting fixture controlled by a switch V" ' fication index. Table 25-J X7_ when roof pitch is less than 3:12, design 4 for the attic furnace. Sec. 708 UMC . r i dge as a beam. Sec. 2518 (h) 1 - -709 Show details to comply with Section for furnace under the floor, Section 708.' 8. Wood shear walls.shall not be used to for attic furnace, or Section 710 for roof or outside furnace. resist horizontal forces contributed by. malsonry in buildings over one story in 21y- Note on plan, gas vents and non-combustibl4.' piping passing through three floors or height. Sec.;.251,6(b) less shall be effectively draft stopped G I ~Gypsum lath and plaster, gypsum sheathing ' at each floor or ceiling. UBC 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 s I hall comply with the National Elec . trical construction. Table 47-1 Code. I if cripple wall studs are less than 14", be blocking. Sec.2518(g)6 Ff, solid ;ZI-I Note on the plan the amperage of electrical' raming shall . Cripple wall studs exceeding 4 .feet in f the,41ectrical installation is more e~~ervice. height shall be 3 inch by 4 inch or 2 than 200 amperes, show panel location inches by 6 inches when suppo rting 2 stories. . I . and'provide a single line diagram and Sec. 2518(g)6 load calculations-including: how plywood sheathing over exposed eaves, /PZI_"OS Wiring method employed. r other weather exposed areas, is exterior Sizes.of all. conductors, switches, grade. Sec. 2517( g) 3 circuit breakers, fuses, and conduits.. . C. Approximate length of service feeders. lvj_./~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 tuccoed. Sec. 4706(e) 1 Provide an approved waterproof building and load distribution on panel busses. Provide typical panel schedule(s..). pa per under wood siding.'Sec. 1701(a) require minimum 100 amp service. ,, ~D-ellings , Specify an approved flashing for exterior ~5_openings ."~ and parapet walls. Sec. 3208 S locati6n of all electrical receptacles.. 3Z~El:wctrical receptacle locations and/or Show corridor.width to be minimum 36'. Yflllec. spacing is not adequate in 3304(b) - Specify truss layout for ~0" x'30"'attic At least.one receptacle shall be.installed ,access. 1 Ridges, hips, and valleys shall be at outdoors, in basements and attached garages.,- ?g,_ least one size larger than supported . ~A t her than laundry outlets. Art. 210 -25(b) rafters. Sec. 2518(h) 3 1~ S how minimum dwelling lighting (NEC r t. 210-26(a) and GFI'S in garage, baths 199,. Provide metal straps across ridge beam and.outdoors. NEC Art. 210-8(a). and rafters. 2 Note "UFER" ground io..be provided (NEC). J.' 14ECHANICAL Art. 250.781 All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. L. PLUMBINGAUniform Plumbing Code) 200. Show the size ?catiop and type o all heating (~~.Oir_ing appliaSe~.ystems. All plumbing shall'comply with the Uniform 20 Show source of combustion air fo fur! Plumbing Code. , a~c r :e 114 e~ will comply with Chaper 6, U.M.C. 24-1 V~Oj I Show water heater size, type and location on plans. Every dwelling unit shall be provided with .'~'heating facilities capable of maintain- 23 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 mbustion water heater shall not be Fuel co rooms. Show basis for compliance.i UBC installed in bath or bedroom or in a closet l 1_~Iec'. 1211 1 opening into bath or bedroom. , Sec. 1309 Show minimum 30" deep unobstructed working 91. Provide adequate barrier to protect water space in front of furnace. - h 5er from vehicle damage. Sec. 1310. Note on plans,cleirances to be per,manufac ~24 Sh T and P valve on water heater and turers listing. Sec. 704 UMC.. s ow route of discharge line to exterior ow Furnace,shall not be installed under any Sec. 1007(e) . ~ro_ stairway. Sec. 704 UMC . ' . 24 Provide dryer vent to outside. UMC .10~b Furnace shall not be installed in any Sec. 190,3 edroom, 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 furnace or electric heating appliance. Sec. 704 UMC ,* Shower stall shall'accomodate a 30"circle Show IC§O approval , for pref . ab fireplace and have a min I imum.floor area of 900 sq.in. UPC 90.9(d) and provide.approved installation instructions at job site. M. /NOISE INSULATION (DUPLEXES) Outdoor ,pools with fossil fuel heaters require pool covers as well as other Show details of duplex -common (party) walls energy saving devices such as time clocks, etc. and'floor/ceiling assemblies to achieve T20-1406 a Sound Transmission.Class (STC) rating in walls-of 50 decibles and an Impact 0. MISCELLANEOUS I lation Class (11C) rating on floor/ — 's in 0 /.eiul 9 f 50,decibles.. Title 25 . Show a minimum 2" air space and flashing between Rlanter and building walls. 1. Show how penetration of assemblies foe,-., Sec. 2517(e) 111-$ piping, electrical devices, recessed cabinets, bathtubs, soffits,.or heating ventilating, X3. Specify material to be used under the or e;haus t ducts m shall be-sealed, lined, Xhower. tile. Sec. 1707(a). 3 3 S or i sulated to aintain required sound S pecify lath and plaster to comply with C transmission rating. Title 25 Chapter 47, UBC. 21 Provide insulation in walls and ceiling ~Z/ Z Two 3/4" copper pipes must be-installed to achieve STC of.50 between garage and / - from water heater location to convenient living area if garage use is not controlled location of future solar panels (City Ord.) by resident Title 25. Provide sleeves (roof jacks) in roof for* 14 ENERGY CONSERVATION - two future 3/4" copper pipes to cwnvenient' ocation of future solar panels (City Ord.) 2 All additions to existing residential ___gs must comply with Title 24 X6. Note that solar water piping is to be insulated energy regulations. Additions exceeding in areas that are not heated or cooled. 301 of the existing,building requires the (City Ord.) existing and addition to have R-19 ceiling 7. See attachment for roofing requirements. insulation if the existing ceiling a rea is accessible for insulation installation Cy~ 11 L( 308 C,(aA( (a-kWL u I zn.., ji% T20-1401(c). r, 2 peci values- 4-_< fy the insulation R for Walls, Pr"L, IVA aots Io roof and ceiling. (R~11'for walls: R-19 for ceilings,,or provide details and analysis esr for alternate design. T20-1403 Table A & 2B. portions of the dwelling, and the area 2A11"Specify the'gross floor area or heated VqQe" 46 %Y-ViPA C4 of glazed openings on the plan. (T20-1430) A - I . . . I U-1 Q1___ C4&<A 1~ 2 '4 1"'Provide an analysis justifying increasing the single glazed area beyond 16%*of the gross floor area. Show method to reduce heat loss to that which would occur with NOTE: asic glazing. (T20-1402,def.) The plans were reviewed based on the information sh . own on-, 11~2 W---Ibprovide en6rgy analysis to show that the bonnet capacity of the gas centralfurnace the plans. If the plans are in error, or changed during does not exceed the building design heat construction, the permittee.shall contact the Building loss by more than 30%. (Exceptions: 48,000 BTU Hr. output furnace. See also Department for review and prior approval before proceediag California Efficiency Adjustment.) T24-1404 'with the work: Note on plan that all tranverse ducts, plenums, and fitting joints of HVAC system Building plans are substantially correct shall be sealed with pressure sensitive and complete. tape or mastic to prevent air loss. T20-1404 Note an plan that insulation*of ducts shall By: onform to UMC Section 1005. (T20-1404) Date: 2 Wle-,'exote on plan that all doors and windows to the exterior or to unconditioned areas shall be fully weather striped per ANSI Building plans would be substantially correct S tandard. (T20-1403). and complete if minor correction~s are made 2 at counter. te on plan that back draft dampers are :q u ired on all fan systems exhausting air from the building. T20-1403 By: Electrical resistance space heating shall not be used unless: te: 60% of heating/cooling is supplied t by a nondepletable source. Bu Iding plans require major corrections and supplem~nts a heat pump system. C. less than 10% of total heating system. mplete plan recheck, by plan check d.- life cycle cost analysis jus . tifies. engineer, is required.. T20-1404 Note an plan that all heating and cooling By: d44 equipment efficiencies shall conform to. Title 20-Chapter 2. subchapter 4, Article 4. Date: (75% for forced air furnaces). X Note on plan that'no natural gas, central Tf you have any questions regarding this plan check, please ""heating plant may be installed without an Intermittent Ignition Device. T20-1405 call % w-w1b 2E Electric resistance water heating is not permitted unless verfied as cost effective -We would also be pleased to meet with you, at no charge; if by a'life cycle cost analysis. T20-1406 additional assistanc'e is-needed. 1982,EDITION 5406-5407 - 7. Glazing in fixed panels other than t h o s e c o v e r e d by Itern No. 6 which have a glazed area in excess of 9 square feet and the lowest edge i s l e s s t h a n 18 inches above the finished floor l e v e l o r w a l k i n g s u r f a c e w i t h i n 36 hiches*of such glazing. In lieu of safety,gl a z i n g , s u c h g l a z e d p a n e l s m a y b e p r o t e c t e d witha horizontal member not les s t h a n V / 2 i n c h e s i n w i d t h w h e n l o c a t e d between ~4 and 36 inches above the walking surface . EXCEPTION: The following productsi materials and uses are exempt fr o m t h e above hazardous locations:' 1.0 penings in doors.through which a 3-i n c h s p h e r e i s u n a b l e t o p a s s . Assemblies of leaded glass or fa c e t e d g l a s s a n d i t e m s o f c a r v e d g l a s s w h e n used for decorative purposes indoors o r i n l o c a t i o n s d e s c r i b e d i n S e c t i o n 54060), It6m No, 6 or 7. above. Glazing materials used as curved gla z e d p a n e l s i n r e v o l v i n g d o o r s . Commercial refrigerated cabinet gla z e d d o o r s P (e) Wardrobe Doors. Glazing in w a r d r o b e d o o r s s h a l l , m e e t t h e . i m p a c t t e s t requirements for safety glazing a s s e t f o r t h i n U.B.C. Standard No. 54-2, Part 11. Laminated glass must also mee t t h e b o i l t e s t r e q u i r e m e n t s o f U . B . C . S t a n d a r d No. 54-2. Part IL EXCEPTION: The impact test shall be modified so t h a t i f n o b r e a k a g e o c c u r s whMthe impacting object is dropp e d f r o m t h e h e i g h t o f 18 inches. the test shall K tag p ress in height increments of 6 inches until the maximum of 48 in c h e s i s r e a c h e d . Hinged Shower Doors Sec.'507. Hinged shower,doors s h a l l o p c n o u t w a r d . 685 7 5405-5406' UNIFORM BUILDING CODE Louvered.Wlhdows Sec. 5405. Regular plate, sheet or patterned glass in jalousies and louvered ,windows shall be no thinner thin nominal 7/32 inch and no longer than 48 inches. When otherglass types are used, design shall be submitted to the building official for approval.. Exposed glass edges shall be smooth. Wired-glass with wire exposed on longitudinal edges shall not be used in jalousies or louvered windows.- Safety Glazing Se c. 5406. (a) General. G lazi . ng subject to human impact shall comply with this section. EXCEPTION: Louvered Windows or jalousies complying with Section 5405 neek! not comply with Subse6ion (c) of this section. Ident ; Ification. Each light of safety glazing'material ins tailed in h azardous locations as defined in Section 5406 (d) shall be identified by a label which.will specify the la ' beler, whether the manufacturer or installer, and state that safety glazing material has been.utilized in such installation. For additional identifica- 'tion requirements and for limitation on size and use by category, cla~ssificatibn, see U.B.C-. Standard No. 54-2, Fait 1. Each unit of tempered glass shall be permanently identified by the manufac- turer. The identification shall be etched or ceramic firedonthe glassandbe visible' when the unit is glazed. Tempered spandrel glass is exempted from i permanent, labeling but such glass shall be identified by the manufacturer with a removable. paperlabel. Human Impact Loads. Individual glazed areas in hazardous locations such as those indicated in Section 5406 (d) shall pass the test requirements of Part I of U. B.C. Standard. No. 54-2 or by comparative tests approved by'the building official which shall be 'roved to produce at least equivalent performance.. p EXCEPTION: Polished wired glass complying with Part 11 of U. B.C. Standard No. 54-2 may be used in fire assemblies and in locations specified in Items Nos. 6 And 7 of Section 5406 (d). Plastic glazing used in exterior applications also shall comply with the weather- ing requirements in Part I ofU,.B.C. Standard No. 54-2. Hazardous Locations. The follo%6ng shall be. considered specific haz-' ardotis locations for the purposes of glazing: I . Glazing in ingress and egress doors except jal6usies. Glazing in fixed and sliding panels of sliding-type doors ot,hefthan ward- robe doors. Glazing in storm doors. Glazing in all unframed swinging doors. .5. Glazing in shower and.bathtub doors and enclosures. 6. Glitzing, operable or inoperable adjacent to a door in all buildings and i * w hin e t -the same wall plane as the door whose ri arcst vertical edge is within I ~ inches of the door in a closed position 'and whose bottom edge is less than 60 inches above the floor or walking surface. 684 'J" a FLACK ON 4' 6' A IM rq No 26 GA. GAI~rLASHINQ Ala COLLECTOn E NAlt CIOLLECTOn WT Map FRAME (MAST AT.FIOLT k Ir PEIJETRATI~ON F M 'RIAL ANCOFF _mO ATERIAL USULATION' -L'C- tCA.L._, ~101' MOP AT SIDES AND BEt,EAT SCREW r . 6. t SUPPORi RIM 1; CAPFLASHING-- 1. GA. CAI FLIIH,~G,~ Aw, C.LL~.,o. ROO F SECTIONS , - " I - ',o A~ AFO'!S UP cp~ ll:~; 2* 6'HEAOER E~. 11 =EC~ I I-ECEIVp INTERDEPARTMENTAL INFORMATION SHEU FrA A 1605 MIDING DEPARTMENT DATE: BUILDING ADDRESS: o 674 6/" CITY OF CARLSBAD R_ Ilia A. P. N: C. T: PLANNING DEPARTMENT ZONE: SCHOOL FEES: SAN DIEGUITO SAN MARCOS .ENCINITAS CARLSBAD UNITS REQID: PROVIDED: .( % COVERAGE-ALLOWED: PROVIDED: .,~PARKTNG SPACES REQ'D: PROVIDED: BUILDING HEIGHT REQ'D:. PROVIDED: .FRONT SETBACK SIDE SETBACK REAR SETBACK ALLOWED: PROVIDED:' fi INTRUSIONS: \j RE-DEVELOPMENT APPROVAL REQID: LANDSCAPE IRRIGATION PLANCOMMENTS: .ENVIRONMENTAL PROTECTION REQ: o v ADDITIONAL COMMENTS:' U-0 OY,# TO ISSUE: DATE:,Ip- 3 OK TO~FINAL: DATE: 3DE-:v T*_K* K E. ENGINEERING DEPARTIMEENU R.O.W: IMPROVEMENTS: FACILITIES FEE: DRIVEWAY LOCATION(S):_ GRADING PERMIT: EASEMENTS: LEGAL DESCRIPTION: ADDITIONAL COMMENTS:— SEWER CONNECTION: DRAINAGE: *CHECK IF EN I r~RING I NSPIETION'REQ 1 D. ON FINAL: oK TO ISSUE DATE: PWI: V OK TO FINAL: DAT E IF THIS ITEM IS NOT CHECKED, BUI LDING DEPARTMENT WILL MAKE NAL INSPECTION. J2 Joe 0AA5-1-1Slr-0 CT Z14. .4.55'1 SAN MARCQ4;fNGINEERING'. 180 Mulbe D= Suite., B SHEET NO.- O~ rrU CALCULATED BY OAT :(714) 744--0111 Ci wil Engineers CHECKED BY' DATE SANAARCOS. ENGINEERING 6" Suite B 380 Mulberrl Dxffi7_j:6=d - xX AN MARCO'$. CAOFORNIA 92065 'Qi4')'744-'olll 4411,1:ngineers JOB SHUT NO.-- Of CALCULATED'BY DATE CHECKED BY' DATE -SAN MARCOS ENGINEERING 380 M.ulber D ---Jft= Suite B 7A.N mARtOS."CAUPORMA 92069 (714) 744-0111 Civil Engineers JOB SHEET NO. OF- . CALCULATEDZY OATE CHECKED BY OATE SAN MARCO$ ENGINEERING 380 Mulberq DLta)&oAxRxwk:ftxX Suite B AN MAACOS~'!CALIFORNIA 92069 (71-4.) 744-0111 A Civillngineers JOB. SHEET NO. OF. CALCULATED By RATE CHECKED 13Y DATE -A, SAN MARCOS ENQI,NEERING 380 Mulber ax Su.ite B 7AN MAKOS'tALIFORNIA 92069 .(714) 744-0111 Civil:Enii gineers, SCALE SAN MARCOS ENGINEERING 380 Mulberrj Suite B AN MAR i, ;,CALIFORNIA 9,?.069 -(71-4).,744-0111 civ, 117" n $AN M# ENGINEERING 380.Mulberr-I Diao-Aoi Suite B AN NA. --,.CALlFOf3NtA. 9?P§9 C, S.' FQ: 4).144-Ol'I ilingineers- SAN. MARCOS.- ENPINIEFRING 380 Mulberry DiBZ~*o=RaacXJb§2& Sui~e SAN MARCOS,'CALIFORNIA 92Q69 Q 14).744-0111 Civil Eng'ineers. . JOB SHEET NO. CALCULATED By OAT I E CHECKED BY !DATE SCALE JOB .-SAWMARCOSENGINEERING "'DtR jacmx Suite B SHEET NO. 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A , ........... . ............. ............ .. ............ .... ........ ............. ...... . . 31-,-2:,!' ............ ............. ............. ..... ..... ........... ............. ............. ........ ........... ..... .. .... . . . ......... .. .... ................. .. ........... . .......... .......... 4 6.-.etV/, ............. 1 1 1 . . ............. ............. . 77 1 ....... ... .... ....... ..... ............. .............. ............. ............. t ip i 4-1. > f" ........... ............. .... .. . . ......... .. ......... ....... ............. ............ . ............ ............. ............. .............. .......... .. ;! ............... .......... ............. .............. ............. .................... ............. ...... .......... ........ .............. ........... ~4 ........ .......... .......... .. ........... ;o ...... .......... ............. ... ...... . ............. ................ ............. ............ .... . ..... ............. .............. .... ...... + I ............ I . ........... .. .... . ...... . ......... ;..I ....... . ............. I .......... ... .. ... ............ .... .......... .. .... . ....... . ...... .... ..... ........ .... .... I ............ i ............. ............. ............ ......... . ... ... ....... .... ....... ............ .... ............. .... ............. ........... .......... . .. ... .......... ........... ........... co .4s.L S 0 U TI H E R N C A . L I F 0 R N I S 0 1 L A N D E S, T I N G, I N C. 6'2B 0 R I V RCrAt-E DIEGO, CALIF. 92 . 120 . TELE 280-43 2 1 P.O. . BOX 20627 SAN DIEdO, CALIF. 92120 f p _N BENTON ENGINEERING, -INC. APPLIED SOIL MECHANICS FOUNDATIONS 6717 CONVOY COURT SAN DIEGO. CALIFORNIA 92tII. PHILIP HENKING BENTON PRIWIDIENT CIVIL ENCIF41ELR TCLIPHONC 47141 SGGS-1955 Septem6er 10, 1973 La Costa Land Company Costa-Del Mar Road Rancho La Cos~ta,,~Callfornia 92003 S.ubject: Pro.ject No. 71-3-24D Grading Permit'.No'. L 5970 Vr 5 "nol !Report on m Fj Co' oacted Filled G2 ro u, i d And Classification of Soil Conditions Lots 585 to 665, inclusive Sp ? 1973 712 to 717, inclusive, 725, 726, 7281 729 7361 7371 739 C C1 )F CARLSBAD 740 and 742 And Certain Street Are'as 7,91e Ac --c Ia.Cos ta'i\Ae ado ws Unit N.o'~.4. Carlsbad, California. This is to report the results of tests on d observations made in order to inspect the compqctioni.of filled ground placed on certain areas of Lots 535 to 665, inclusive, 712 to 717, inclusive, 725' 726, 728, '729, 736r- 737, 739, 740, on.d 742 and certain street areas-or' La Costa.,~Aeadoy/s - Unit-N6. 4 in Carlsbad, California. The fills'were placed during the period between March 171 -3. Certain lo- of this subdivislcn were not -raded during the above period t 7., 1 und t",,1ay '0, '91 1 Ill. I 1 -1 .;v and the classification of the expansive soil condi tions.presented herein pertains only to those lots braded to level building p 9 -ods.during this initial site dev.elopmeryt. The approximate areas and depths of fill'cid ground placed under our inspection in accordance with the approved spocifications are shown on the attached Drawing No. I'l en ti tied .,tocation of Compocfed Filled- Ground." The grading plan used for the plac~meint of filled.ground was prepare,4 by'Rick Engineering Company and approved May 18, 1971 i The approximate locations at which tho tests were taken and the final test results are picsented. on pages T-1 to T-19, inclusive, under tho "Table of- Test Results." The laboratory determin- ations of tho maximum dry densities and optimum moisture contents of the major fill ma,tcrials ore prosenied on pages-T-20 and T-21,. under the "Laboratory Test Results." Somo of the rnaxi~ trum dry dcnsitics shown in the "Table df Test is" were combinations of thes'o. -The tests were taken during the wookly porlods indicatod on the. following page. Project' No.-/ i --J-Z4D September 10, 1973 L a C N~-odu.yfs -Un it No. 4 'Test Nvm6,-r Week Ending I to 16, Inclusive March 201, 1971 17 -to 38, inclusive March 27., 1971 39 to 43, inclusive 'April 10, 1971 44 to 45, inclusive May 8, 1971 46 'and 47 May 15, 1971 -48 to 50, inclusive July., 17,1971 51 to 95, inclusive March - 4, 1972 ..'96 to 138, inclusive March 11, 1972 .139 to 167,' inclusive March 181. 197~ 168 to 220, inclusive March 25f 1972' 221 to 273, inclusive April I j 1972. 274 to 3~8, inclus* ve. April 9, 1972 329 to 391, inclusive April 15, 1972 .392 to 452, inclusive April 22, 1972 453 to 500 Inclusive ril .29, 1972.... .501 to 572, inclusive.. May ..-6, 1972 573 to 580/ inclusive May.* - 13, 1972L.... 581 to 615, inclusive May 20, 1972 .616' to 626, inclusive June 101 11072 627 and 628 June 17, '1972 .629 to 632, inclusive L JUly- 29, .1972 633 to 636, incl usive Ma * .5, 1973 y 637 and 633 may 12, ..1973 The final results of.fests.6nd observations indicate that -the' compa'Cted filled ground hos.been placed at 90 percent of -the'maximum dr y density or greater. .'It has been determined tHa't the` fill materials, compacted to 90 percent of the 'maximum' 'd ry density,' have a safe bearing voluo. of 19;10,pounds per square foot for one foot wide continuous footing' founded at a . mini - mum s depth. and placed five feet, or more -inside the top of compacted filled ground slopes. If footings Cre-!Placed closer to the exposed slope's than 5 feet inside the top of compacted filled ground* - sl opes, these should be deepened one foot below a .1 1/2 horizontal to 1 vertic*al line'projected' , ' outward and downward from a point 5 feet ho,riz6h'tally inside the-top of compacted. filledL ground slopes.-. Tests -indicate that the compacted filled ground is adequate to' satisfactorily support the.proposed wood frame dwellings without detrimental settlements. clay, and s andy clay soils were placed in the upper three feet in certain. compacted fill areas and also exist in the upper three feet below finished grade in certain cut areas. The final classifications of the soil conditions existing on the level gradcd lot o1cos-. are presented on the fo I 19 Y.i 1 ng page. -24D Sept r 10, 1973 Ij ro f No. 71'3 1 -a iV 11. ~Ac)si. ,cadows Unit No. 4 Expansive So T Critically Hs Lots A a U 5 585 6665, incl sive to 717, inclusive -739 740 and 742 order to-minimize possible damaging effects due to.differential movements of these poten- tially expansive soils, Hie following special design and *precautions a r.e recon-irnended: .11 Avoid the use of isolated interior Diers. Use continuous Interconnected re i n fo rced footings througkout, and place these at a minimum depth of 24 inches below the lowest adjacent exterior final geound -surface . Whe re, J in-place rock conditions exist at shal-lo,,Yer deptks, then less depth of ox.- covation is, p ermissible' to a minimum of 12 inches.. 2 Reinforce and -interconnect continuously wil:h 511--cl bars -a I I interior and ~dxferior footings Y-'~ifh one '5 bar of 3 inches cboye the bottom of the footings and one ~'5 bcr placed 1 1/2 inckes below the:top of the sterins of the footings. Raised wooden floor,s. that,spaii between continuous footings are best, or use p-ontrefe.-slabs rein,forced with at least 6x6-1 0/10 welded wi re fabri c. A minim'um.'OLF 4,in'ches of crushe'd rock 3/4 fol inch in sLze' should be placed beneath all concrete sicbs* and-c:)vered with a moisture barr.ier. Two Jnches of1clean sand should then be p1cced over the moisture barrier ..and below the bottom of the slob. 4. Sepa'rate garcgd slabs from'perimeter footings by. a 1/2 inch*Aickness'of construction felt or eiquivalen..f., to allow indep'endent movement of garage L . slabs relative to perimeter footings. 'Assure complete separation by extend- t- n n [ thickened edge of the garage ing f~e. M t over the rtull depth a' ti e fro, b Ojo ....Also, cut off the garage door stops of least 1/2 inch above the slab. 5 Provide Oositi've drainage away from all perimeter foofings with 0 v'e t fical fall of at least 5- inches' in a horizontal distance of 5 feet outside the house Walls. US f 1113 us i ve) q E7 5 L 11/2/78 LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE Ovine, 's Narne George Bretton Phone No. 582-911A Mailing Address 5960 Oyprl kP venlue- Ran Dipqn. CA 92120 Service Address: CP 2~lb O'hpli-.rn Court Tract Descriptidn:~ lot 597. Meadows, #4 Assessor's Parcel No. 21S-420-27 Type of Building s_f No. Units 1 Connection Fee $600.60 Lateral Si.2e: 4" 61t Saddle Easement Connection (pre-pd 200.00) Extra Footage: @ $ Extra Depth: @ $ Lateral Fee Amount ROC - d Prorated Sewer Ck. No/Cash 'Service Fee Date RP-c'd By Total The,opplication must be signed'by the owner (or) hi s authorized representative) of , the property to be served. The total charges must,be paid to the District at the time the application is submitted. If a service lateral is required', it will be installed by the Leucadia County Water District. The service lateral is that part of the sewer system that extends frc-m the main collection line in the street (oreasement) to the point in the street (at or near the applicant's property.line) where the service lateral is connected t6' the applicant's building sewer * The applicant is responsible for the construct"lon., at the appl,icant's expense, of the sewer pipeline (building sewer)-from the appli- cant's plumbing to the point in the street (or easement) where a connection is made to the service lateral.' The Connectio.n of the applicant's buildi ' ng sewer to the service lateral shall be by the applicant at his expen'se. The connection must be'made in conformity with the District's specifications, rules and regulations; and IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLI~ANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE-$ MUST ~NOTIFY THE DISTRI.CT AT JHE TIME INSPECTION IS DESIRED. ANY CONNECTION MADE T ' OJH~ SERVICE LATERAL OR C-fTLLEC- TITON LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE/DISTRICT WILL BE CONSIDEREUD INVALID AND WILL.NOT BE ACK.NOWLEDGED.~ '.,-The Prorated sewer service feels based upon'.the date.the bistrict,estimates that- service will begin -and covers the balance 'of the fis.cal year. There will be no aaditional fee -or refund if service actually commences on a different date. For s ' ucceeding.fiscal years, the sewer service fee will b.e collected on thel tax roll Jn the same manner as,property taxes. The undersigned hereby agreest'hatthe above information given is correct and agrees to the conditions as stated. Owror's Signature Date Account No.