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Home My WebLink About2656 OBELISCO PL; ; 87-67; Permitq; LL 0 CL. E 0,; C ro C'. C —4 ch ,n a) . in, U) 2 -A C UL M f, 0' ADDII lf'AKIT TA C111 I IKI lKlUADl1UlAT1f%K1 U11TUIlk! QUAIINCIN ;DCA AMIN nil=^1 AnA-11,11^ BUILDING DEPARTMENT - -2075 Las Palmas Dr., Carlsbad, CA 92009-4859 (619),438-1161 APPLICATION & PERMIT 1 ~013 ADDRESS AV. ST.RO. NEAREST CROSS ST. ONTE OF API~LICATI 01 BUSINESS LICENSE At 0Z V~LUA I TION PERMIT NUK48ER 1. CONTRACTO BLOCK I SUB0,1VISION ASSESSOR PARCEL NO. 1r — L/ (W) 0 ell CONTRACTORS PHONE # ZO NE OWNEFYS NAME OWNER'S PHONE CONTRACTOR'S ADDRESS ~130!5 _6;~/2 ~ I STATE LICENSE NO. - .1 . - -1 - BUILDING SO. FOOTAGE , OWNER'S MAILING ~O~IRESS DESIGNER r/ 1Z 04 Cwq R . C DESIGNER'S PHONE 0014 06/16-:0101-02PIdPmt. DESCRWTION or WORK v 9800.9! DESIGNER'S ADDRESS STATE LICENSE NO. r: F/P 1FLR ELEV. NO 6CC GP EDU YO No-- STORIES ' I — rz,3 / - PARK ING SPACE RES UNITS . GRADING PERMIT ISSUE REDEVELOPMENT AREA TYPF, 6CC LOAD' FIRE SPR 0 N 0 ;Y0 N)~ r y Not. Valid Unless Machine Certified QTY. IN. PLUMBING PERMIT - ISSUE Oil, OTY AU 7." MECHANICAL PERMIT -'I~S E '._S`&MMAR'Y/ACCOUNT NUMBER R~ EACH,~,F INSTALL FURN. DUCTS iiP T 100,000 BTU 0 BUILDING PERMIT 001-810-00-00-8220 OVER,100,000 BTU SIGN PERMIT '001-810-00-00-8221 'EA'.CH WATER ItIEATER ~ND/OR VENT BOILER/COMPRESSOR UP TO 3 HP -,PLAN CHECK 001-8110-00-00-8821~ 1Z_- EACH GAS SYSTEM I TO 4 OUTLETS BOILIER/COMPRESSOR 3.15 HIP JOTAL PLUMBING 001-810-00-00-8222 EACH GAS SYSTEM 5 0 R MID RE METAL FIREPLACE 7~~ ELECTRICAL 001-810-00-00-8223 15-3 EACONSTAC.. ALTER: REPAIR WAT ER P`1PE . VENT FAN SINGLE DUCT MECHANICAL,; 061:810-00-00-8224 EAC1HYACU_UM,BR1A,KE R MECH EXHAUST - HOOD/DUCTS - 'MOBiLEHOME 001-810-00-00-8225- 4 WATER SOFTNER4- 'RELOCATION OF EA FURNACE/kEATER 7, SOLAR bol-810-00-00-8226 EACH ROOF.DRAIN (INSIDE) DRYER VENT —;STRONG MOTION' E180-519-92-33- 4, TOTAL MECHANICAL FIRE SPRINKLERS 001-810-00-00-8227 .1tjf,0kL1P_L'UMBJN,G. -PUBLIC FACILITIES FE' E 320-810-00-00-8740 OTY. PERMIT'- ISSUE ,ELEQTRICAL QTY., MOBILE HOME SETUP BRIDGE FEE 360-810-.00-00-8740 30r_ - PARK-IN-LIEU (AREA NEW CONST EA-AMPISWT!BKR~~ CAR~PORT TIF 134-810-00-00-8835 3 PH AWNING LA COSTA TIF 133-81046-00-8835 E x I s~ 06 6 &AIA M-P ISW T/B K R GARAGE FMF" I PH 3 PH LICENSE TAX 001-810-00-00-8162 —6,9 R E MOO E 0A LT E R PER CIRCUIT MFF 880-519-92-57 27 T EM ~445'_'06, PS, TEMP OCCUP~NC - dO~DA Y, Y CREDIT DEPOSIT '57/ TOTAL E LECT RICAL~- J3 77 I-TOTAL~- - 1, .1 . - 4~ 4] 30TAL-FEES PAYABLE I . - L ~-'. ;,., TAVE CAR~EFIIJ% Expiration. Every permit issued by the Building Official under the provisions of this R `1 H LLY EXAMINED"THE COMPLETED "APPLICATION AND PERMIT" AND 00 HEREBY * AN OSAA PEF1M;T IS REQUIRED FOR EXCAVATIONS OVE CERTIFY PENALTY Code shall expire by limitation and become null and void If the building or work UNDER OF,,?ERJURY THAT ALL INFORMATION HEREON -INCLUDING THE 5* 0" DEEP AND DIEMOLITION OR CONSTRUCTION OF DECLARATIONS ARE TRUE AND ~%RRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT 15 authorized by such permit is not commenced within 180 days from the date of such STRUCTURES OVER 3 STORIES IN HE$GHT Pe,,if; r cdi,1t,.hnybuiidin aeto r ok a u thorizeg~by uch permit pended or ,ISSUED: TO COMPLY WITH ALL CITY. COUNTY AND STATE LAWS GOVERNING BUILDING CO~- b a?jerorth rk is cj!,FMncec1 .0disof"110 days. . and time W , . Par_ STRUCTION. WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEIv-111 —1. f ,.KEEP HARMLESSTHE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS. COSTS AN I -EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF TH APPROVED BY OWNER 0 CONTRACTOR 0 DA GRANTING OF THIS PERMIT. BY PHONE 17D 4, S BALL-POINT PEWONLY &-PRES&NARD E 0 'hereby affirm that I am licensed und a r ;provisions of,Chapter 9 (commencing With '4 "Section 7000) of DIvIsIon'3 of the Bus me _ , Inessj I-- ~and Professions Code, and my license is i n Z full force find 61ifect., 0 I 'herieby;alfirm that I am exempt liom,'Ihe Coni .S License Law for the following reasoh (Sec. 7031.5'1 Business and Professions Code: Any ilgor-counly which re- I quires a permit to construct. ~l improve. demolish~ or. repair any structure, prior to its issuance also requires !he ap- I plicaril for such permit to file a signed statement that he ~s I licensed pursuant to the provisions of the Contractors .,-,License Law (Chapter 9 commencing with. Section 7000 of Division 3 of the Business and'Prolessiohs Code),or that is ex-~ empt therefrom and the basis for the alleged exemption., Any vi lalion of Section 7031:5 by an applicant for ~a permit sub-, 4 jects the applicant to a civil penally of not more than live hun- d re"0-011* ($500) s h 5asovinf~ rty~, or my emp!oyees with wages ~ope .I, tun mpensa U1 in end pensation, will do the work. and the slruc- so 0, lure I intended or offered for'sale (Sec. 7044. Business J. *-/,and Professions Code: iThe'Contractor's License Law does I n of apply to an owner of property who builds 'or improves 0 the reon and who does such work himself or through his own C2 employees, provided that such improvements are not intend-' LU --ed or offered for sale. '11, however, the building or1mprove-_ Z ment is sold within one year of complellon.'the owner-builder 39 will have the burden of proving that he did not build or im- 0 prove for the purpose of sale). F.] - 1, as owner, of the itroperly. -am exclusively contraiding L with licensed contractors to construct the project (Sec. 7044. . Business and Professions Code: The Contractor's License ,Law doesnot apply to an owner of property who builds or im- - proves thereon. and who contracts for each projects wilh'a contraclor(s) license pursuant to' the Contractor's License Z Law). o P Asah omeowner I am improving my home. and the follow- k ng conditions exist: I I:— The worlk-is~being,perlormed prior to safe. _J 2. 1 have lived 'in !my home for twelve months (L) _ —,prior to completion 01.1his wc~rk..,;,. — 3. 1 have not claimed this exemption during the Iasi three years. C I am exempt under Sec. P .,for this reason ------ I t Mereby affir4 that I have a,certificate of consent to z self-ini;ure. or a certificate,of Worliers'Compensation In.'i. sure nc e. or a certili y ed cop hereof,(Sec. 3800. Labor Code) P61_1~~ 'No. Z C It .0 Copy is filed with Ihe-61ty Z Cerli led copy is 4e~rsby iumiZhX—= 0 '~~C'_E'1111F'18AT`E OF EXEMPTION' FROM L) WORKERS' COMPENSATION INSURANCE Y) (This section need not be completed if the permi_t~ is !or o2e,hundred dollars ($100) or less) le art y- Ic "it that in the piirformance of the work. for which 'this permit Wissued, I shall not employ any-person in any I 0 manner so as to become subject to the WorkersCompen satio~n Laws of California. f `Nb C TICE TO AP;LICANT;'Ira;ter making this 90(ficate zot Exemption. you should become subject to the Workers' Compensation provisions of the Labor Code. you mos forthwith corn with such provisions or this permit sihal~ J~ba (L eemeCL e + a, he,relb~y-.~affinn, that there is const,uctioA iendir~g ~:~K 'agency for the performance of the work for whic h this UJI per 0 mit is issued (Sec. 3097. Civil Code) Z T ui .,Lender's Name _J Lender's Address— -7; 7 TYPE 'DATE' INSPECTOR BUILDING: -FOUNDA TION -71 T;(~ FIELD INSPECTION,RECORD REINFORCED STEEL ~,-A~OLIIRED SPECIAL INSPECTIONS INSPE&bR' -1 S NOTES MASONRY ; INSPECTION REO. IF CHECKED INSPECTOR'S APPROVAL DA TE GUNITE OR GROUT SUB FRAME El FLOOR 0 CEILING SOILS COmP!-IANCE PRIOR TO FOUNDATION INSP SHEATHING -XROOF 'N5LSkEAR FRAME- EXTERIOR LATH STRUCTURAL CONCRETE OVER 2000 PSI k '0'. 7" INSULATION >S1 "INTERIOR LATH & DRYWALL z) PHESIHESSEU CONCRETE POST TENSIONED CONCRETE PLUMBING .0 SEWER AND BLICO 0 TL/CO Z FIELD WELDING I HIGH STRENGTH BOLTS' UNDERGROUND 0 WASTE , Ej Z WVtR SPECIAL MASONRY TOP OUT TUB AND SHOWER PAN, GAS TEST L FI~Fn CAiss6NS - DWATERHEATER D'SOLAR~ATE`R ELECTRICAL 0 ELECTRIC UNDERGROUND, UFftR ROUGH ELECTRIC /* P, El ELECTRIC SERVICE -El TEM~ORARY El BONDING El POOL MECHANICAL 0 DUCT & PLEM, m-ll- REF.' ~HEAT AIR COND. SYSTEMS V EN.Ti LATI N, G SYSTEM S CALL FOR FINAL INSPECIFION- WHEN ALL APPROPRIATE ITEMS ABOVE HAVE-BEEN APPROVED. FINAL PLUMBING— ELECTAicAL'- w 11781 MECHANICAL N, J. GAS BUILDING SPECIAL CONDITIONS FINAL-BUILDING INSPECTION 3' 7-88. 'bHECK I? LAN NUMBER:~ DATE: PROJECT-,NAME:' 26.5.6 08~eflsrzo, P1, ADDRESS: PROJECT NO.: UNIT NUMBER- PHASE NO.: ftj TYPE OF UNIT: NUMBER OF UNITS:, unk CONTACT PER'aON: . . ur)k CONTA CT T ELE PHONE: otc. ..:at dept. INSPECTED DATE B Y: 7 INSPE TE C D APPROVED DISAPPROVED INSPECTED .,DATE, BY: INSPECTED:. APPROVED DISAPPROVED INSPECTED - - DATE; BY: INSPECTED:, APPROVED~'-_ DISAPPROVED 2'bOMMENTS.~ r Rev. 1/86 WHITE: Suspense .'PINK:'Olanning GOLD: Fire BLUE: Water District, -GREEN: Engineering CANARY: Utilities iot, FINAL BUILDING INSPECTION PLAN CHECK NUMBER:, 87-67 DATE: 3-7-88 'PROJECT NAME: 2656 O.Befisco P1 ADDRESS: PROJECT NO.- UNIT NUMBER: PHASE NO.: TYPE OF UNIT: sfd NUMBER OF'UNITS' n u 'k CONTACT PERSON: unk CONTACT TELEPHONE:,. bidg, -etc,;011 dept. INSPECTtb~' BY: DATE' INSPECTED:* APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED, INSPECTED DATE', BY: INSPECTED:. APPROVED DISAPPROVED COMMENTS: Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire ts ILUING; lN*SPEC.Tl0N*X0"--'. ANALi U a, x. I ~-3 ~.4 6 LAN CHECK NUMBER:z z 7't - PROJECT NAM -4. ADDRESS: V. scoi rl PROJECT-NO.:'' UNIT NUMBER: PHASE NO.:' 4 sfd TYPE OF UNIT: NUMBER OF UNITS: unk'' CONTACT PERSON: unk CONTACT TELEPHONE: bl .,dg;,-etc.all dept. INSPECTED DATE MARII~0 9 1988 BY: -INSPECTED APPROVED DISAPPROVED INSPECTED DATE- 7 B Y -APPROVED DISAPPROVED INSPECTED DATE BY~ .,jNSPECTED:' APPROVED. DISAPPROVED TO R Re ecil ~Mb'hjcip At Wmv COMMENTS: neer* to i 9).438- a 7 7 le~ t r.r OWK4 . . I ld I . . . . . . COSTA Rt:AL —7, MUNICIPAL WATER DISTRtg]Ej-:' WIH'I'TE: ~6i6~nse;bi J -A, _'GI4tEN:'E~g':'lneering' ,~E:'Water DistrIct- CANARY: Otilitles I_PlNk:~P lanning.. GOLD: Flre,,i, zw FINAL BUILDING INSPECTION PLAN CHECK NUMBER: DATE: PROJECT NAME: 1.656 06elfsco P1 ADDRESS: PROJECT NC;..- UNIT NUMBER: PHASE NO.: TYPE OF UNIT: f d~ NUMBER OF UNIT S: urik CONTACT PERSON: CONTACT TELEPHONE: unk' bld etc all d INSPECTED DATE 'BY: INSPECTED: APPROVED DIsAPPROVED,_ INSPECTED DATE , 'INSPECTED: APPROVED DISAPPROVED INSPECTED BY: INSPECTED: APPROVED DISAPPROVED COMMENTS: Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY:, Utilities PINK: Planning GOLD: Fire :8.7-67' PLAN'CHE6K' NUMBER: DATE: PROJECT NAME: 2656 08ellsco. pl, ADDRESS: 00 W 17 PROJECT NO.: -.UNIT NUMBER: PHASE NO.: 0" A ~-', TYPE OF UNIT:. sfdl NUMBER,OF UNITS: <0 4 r) &5 tink cm CONTACT PERSON: V:1 unk CONTACT TELEPHONE: bid otc. all: dept. INSPECTED DATE' BY: INSPECTED: APPROVED ~DISAPPROVED. WsPECTED' DATE 'BY: INSPECTED: APPROVED DISAPPROVED INSPECTED O.ATE BY:~ INSPECTED: ..APPROVED DISAPPROVED .COMMENTS: 17- —_C7 ESGIL, CORPORATION 9320 CHESAPEAKE DR.j SUITE 208 SAN D I EGO, -CA (61 9) 560-1468'. DATE: 4 JURISDICTION: PLAN CH , ECK NO:. -97 -1 PROJECT ADDRESS: L07 Lli A c-t~ L) PROJECT'INAME JURISDICT' ?7t" CHEM FILE COPY UPS DESIGNER The plans transmitted herewith have been corrected 'Where necessary and substantially comply with-the.jurisdiction's building codes. The plans transmitted herewith will substantially.comply with the jurisdiction's building codes when minor deflicien- cies identified are resolved and checked by building department staff.— The plans transmitted herewith have significant deficiencies identi f ied on the enclosed check list and should-be'corrected and resubmitted for a compl,ete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are s ubmitted for recheck. The applicant's copy'of the check list is enclosed for the j.prisdiction.to return to the applicant contact person. The appli-c'ant's copy''of the check list ha's been sent to: Esgil staff did-not advise the applicant qo.ntact person that plan check has been. completed. Esgil staff did. advise applicant that the plan,check has been completed. Person contacted: ci. ryml ro Date*contacted: Telephone 4 3(~ - _S REMARKS- By: SyE-D Enclosures: ESGIL CORPORATION T J -.ESGIL CORPORATION 9320 CHESAPEAKE-DR., SUITE 208, SAN DIEGO, CA 92123 (619) 560-1468. DATE: T'S 7 A P P LLGA-NT_ ibTi JURISDICTION. PLAN CLE ER H OFILE COPY PLAN CHECK No: nUPS nPESIGNER PROJECT ADDRESS: 7` 7`2 PROJECT NAME: The plans transmitted herewith hav'e? been.corrected where- necessary and substantiall'y comply with theJurisdiction's .building codes. The plans transmit-Eed"herewith'will substantially comply with the jurisdictions- building codes when minor deficien— cies identified "are-resolved and checked by building,department..,stAff. The plans transmitted herewith --have significant deficiencies identified on the enclosed check list and-should .be corrected and resubmitted for a complete recheck. The check list transmitted herewith .i.s' for'youi information. The plans are being held at Esgil'Corp. u'ntil corrected plans are submitted for recheck. The applicant's copy of"th ' e check list is enclosed for the jurisdiction to return ,.to the applicant.conta'ct person. The applicant'-s copy-of-the check list has.b,ebn sent to:., A'Q HA L_ O/Z/ 7-0 'P/R/16.7c).A T P. CA 200Q, Esgil staff did not advise the applicant contactperson that*, ..plan check has been completed: F __1Esgil staff,did advise applicant that the plan chec has V been' -completed. Person contacted: Date contacted'. Telephone # 4-5~ — d-17 ~s I. -~ Z/ REMARKS. By: Enclosures':, ESGIL CORPORATION Citp lof Cadgbab JURISDICTION: Date 7/97 PROJECT ADDRESS: Z-07- 6 _`4 ~fe&ZA TO: 0,"l 7_0 33 2- 0/ J1, P E 7- C11 ;2 e? PLAN CORRECTION SHEET Plan.:! Check 'No. L? -7 Date plans received bythe jurisdiction Date plans received by plan checkera/zo/gil- * 56-_'CAJt> I I I - I Date inidhiwa plan check completed By FOREWORD: PLEASE READ' Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based an 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 to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), of the Uniform Building Code, the approval of the plans does not permit the. violation of any state, county or city law. A. PLANS Please make all corrections on the original tracings.and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, t 0 IL 6GPP,-R A 701J, Cl_;320 C/ I c6hpr-'i'a ,571.. tt 20~, 6,4 &1 ,4 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.- -rl-IF r~OL4.060iAJ67 _17-L/4-5 I_11Q5T /'I. 11-AJ 1fH-1_:ZA- REWW) / AJ '70 15C P~_A-ld Se <f /I A PCVY, Vt- -j 71fc 19umu Se-,'cc.7- 01-/01-if 7-S oille __ r.. - - i :5K57Z-_--7-y_) 422P -L/:57'_//V~~ /-O/M ZHILL". A-IU57- ',~3C ow'i L16eAJ----r_:;!D +kcH- / 7 -&cr, -'W CoAJ 7-R A C 7-0,-e PP-0 V I L) C HEAT- LO-h,& eA-teOtA-770, ,rOA F,0k_'0P AIA 0N17__ A5 0V1-P1)7- 167911-t-k E-,XfZ-ef,>_S /17" LEAST-. emVE 6 F-1 PRO 77! rQAJ11W1QJ(.r 7- / ~J 8A n~-1koo,*2 :2 0 92-(6 11,94 A16C ESG IL CORPORATION .9320.CHESAPEAKE DR.. SUITE 208 SAN'D I E60, CA.- 92123 (619) 56(~ 1468 DATE: C)APPLICANX RISDICT JURISDICTION: CITY -OF CARLSBAD LJ eLAN CH []FILE COPY PLAN CHECk NO: Q UPS DESIGNER PROJECT ADDRESS:. Zo7 4P 7:5 t~A 1 '91' A.P,1) iA.;; PROJECT NAME: F i2, The, plans-transmitted herewith have been corrected where necessary and substanti'ally comply with the jurisdiction's ..building codes. The plans transmitted herewith will -s ubstantially comply with'the jurisdiction's building codes when minor deficien- cies identified are resolved'and- checked.by building department staff. -The plans transmitted herewith have significant deficiencies ',identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith.is the jurisdiction Is copy for your information. The plans are be -ing 'held at V3 Esgil Corp. until corrected plans.are submitted for recheck. The applicant's copy of the' check list'is enclosed for the jurisdiction to return to the applicant contact.person.- The applicant's copy of the-che,ck list has been'sent to: 14611'4~1_ r4at~li_o 028 1a1AA6UA S7;fC-6-7' Esgil staff did not advise the appl icant contact person that plan check has been completed. Esgil staff did advise'applicant that the plan check has been-com'pleted'.. Person contacted*' Date contadted:~ li c) Telephone #-40(~-64-73 REMARKS: PLAN CE= NO. Date initial..plan check completed: iummcnm my OF CARLSBAD 24,6-S7 -S By: "Applicant contact peison:. TO, 14_11C~M 'A-11 Cl-M&L AM 1720 Telephone.: 40 6 S~ 3' 3all A/ &A C7 U SM_C~7- FOREWORD: PLEASE - READ CA 12jx 9 Plan ch6ck is'limited to technical requirements contained in the Uniform Building Code,,Uniform Plumbing Code, Uniform Mechanical Code, TEIMWNK NO. National Electrical Code and state laws regulating energy conservation, noise attenuat.iori and Access for the handicapped. ENCLOSURES: 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. PROJECT ADDRESS: I-DT 1982-~.UBC (W. 7/l/85) 1985 UPC (eff. 11/12/8~) 1984 NEC (eff. 10/1/85) 1985 UMC (eff. 11/12/86Y* The above regulations apply to'residential construction. PLAN CORIU=ON The circled items need clarification, 'SDKLE FAKELY AND DUPLE3( DWELLIMS modification or change. 'All items have to be satisfied before-the plans will be in Date plans received by jurisdiction: conformance with the cite . d codes and -7 lations. Per Sec. 303 (c), 1982 Uniform Building Code, the approval of-the plans does nApermitthe violation of any state, county bate plans received ~y Esgil Corporation: or city law. To speed up the recheck Drocess, note on -this list (or a copy) where each correction item has been.addressed.i.e.... ulan sheet, specification, etc. Be sure to enclose-the marked up list when you submit the revised plans. PAGE NUMBEIM ARE Nn im sEquEmcs As PAGES Hum No rms mmiNG Common wm-DELx=. Carlsbad List 10, Single Family Dwelling and Duplex With'All' Supplements 3/25/86 A. Indicate distance f rom center line of street . or alley to property-line and.distance from 'Please 1. make all correctio ns on the original ~racings property lines to .proposed building. and -submit two.new sets of prints, and Section 302 (c).' any original plan sets-that may have'been returned to you by'the-jurisdiction, to: B. FIRE PODIECTION Esgil Corporation, 9320 Chesapeake Drive, Z911',Walls closer'than 3 feet to property lines Suite #208, San -Diegoi California ..92123, shall be one-hour rated construction',have no (619) 560-1468. ope nings, and shall ,have 3.0 inch parapets when the building floor area exceeds 1,000 square 121 Please make all corrections on the original feet on any floor-., tracings,and submit two new sets of prints, and (Table 5. A. Section 1709 any original pla n sets that may have.been. returned to you.by the jurisdiction, to: le Projections, including eaves,, may not extend more than 12.iriches into the 3 foot The jurisdiction's building department. setback from the property line. Eaves over ind required wi ows.shall be not less than 30 Y. Indicate on the Title Slieet of the plans, inches from'the side and rea property lines. the name of the legal owner and:name of person Section ViO and Section 504 (a) and (b). responsible for the preparation of, the plans. Section 302 (a) 7. .,,I Plastic skylights shall not be installed within 81 of an exterior wall located where 1411, Plans, specifications and calculations shall openings'in such-exterior wall Are prohibited or* be signed by.a California state licensed ,.,' required to,be:protected. engineer or architect. (California.Business'and Section 52W (a)'7. Professions Code). Projections. including eaves, shall be 'a", Specify on the Title Sheet of the plans the one-hour fire-resistive construction, heavy gross floor area of each element of this project timber or of noncombustible material if they including-dwelling, garage,.carport, patio, deck project into the.3' setback area from the and balcony. Section 302 (c). property line. 'Section 1710. Provide a statement on.the Title Sheet of Qe pn Show location of permanently wired smoke plans that this project shall comply with t 't e ector, centrally located in corridor leading Title 24 and 1982 UBC, UMC, and UPC and 1984 to's.leeping rooms or ibove stair if sleeping NEC. rooms Are on:upper level.- Section .1210. IKI.Submit fully dimeimioned plot plan drawn to )X. A smoke detector shall be installed in the scale showing location, size,,.and use of all, . basement of dwelling units having -a stairway existing and proposed'structures,on the lot. which opens from the basement into the dwelling- Identify-propert.y lines and show lot dimensions Such detector shall be connect6d,t,o a sounding and all easements. Show location of all cut or' device or.othek detector to provide an alarm fill.slopes and approximate finish flo*or- which wil 'in th' 1.bia audible a sleeping area. elevations for all structures-Ond'show Section 1210. elevations at all lot corners. Section 302 (c). -2 3/25/86. C.. IMM SIZkS, LIGED!, VEWMATION.AND GLAZING Dimension on the plans, the 3011 'clear width for water closet compartments and 241I.clearance Habitable.rooms, other than kitchens, shall in front of water closet. containat least 70 square feet of floor area., Section-511(a).- Section 1207'(b). - Specify safety glazing for glazing in QZrdous Window area must be at least 1/10 of the locat . ions I such as glass doors, glazing -floor area and a minimum of 10 square feet per adjacent to such doors and glazing adjacent to Section 1205 (a). Appears to'be deficient in. walking surfaces. Section 5406. FoA rJec-AiaF COOJZ<, 26. Glazing,-in the same wall,plane as a door, must be safety glazing .if within IZII-6f the -door and'Iess than 60" above the.walking surface, Openable window area in habitable rooms unless theglaiing is leaded on faceted glass. mu t be 1/20 of the floor area and 'a minimum of Section. 5406 (d) 7. rog 'WJAJrVW Abn(_&&JT. ..5 square feet. In-bathro6ms, laundry rooms and T6' 6A)7 XY D60 R S similar rooms 1/20 of area is 'required and Glazing in shower and tub enclosures shall , minimum is 1.5 sq. ft. (Section 1205.(a)). be tempered, laminated or .approved plastic (including windows within 5 feet of tub or At-ledst 1/2'of the common.wall must be shower floor), Section.5406_Ld 5. -5WZ)1AJ6? J>Ooe- ~) open and have an opening not less than 25 sq. MR M-OW6R ANP WINPOW UJ_ /F W17[11AI ~5 -Of AIMR. ft.*if light and ventilation is' being su pplied sleeping rooms shall have a.window or from an adjacent-room;. Section 1205 (a). exterior door for-emergency exit. Sill height shall-not exceed-4V above the floor.- The >gr Required windows shall not open into a window must have an openable'area of at least roofed porch unless the ceiling is at least 7 5.7 square feet with the minimum openable width - feet and the longer side is at least 65% open. 2011 and the'minimum openable height 24". Section 1205 (a). Section 1204. Provide mechanical ventilation capable of 2e A mezzanine is an intermediate floor and providing five air changes per hour in may not have a.floor area exceeding 33 1/3 bathrooms, water closet compartments, laundry percent of the total floor area in the room rooms and similar rooms if required openable below. The mezzanine floor must have-a clear windows are not*provided. Section 1205 (a). height of 7 feet.-above and beilow,, and-must have the long side open to the room below except for No habitable room, other than a kitchen', posts and pr9tectivewalls or railings not shall be less than VO" in any dimension. exceeding 42" in height. Section'1716. Section 1207.(q). W. The 16ft you show does not comply as a Show that ceiling height for habitable mezzanine floor and is, by Uniform Building Code rooms is a minimum of 7 1 6". Section 1,207 (a). definition, a story. Section 1716. Z3' Showceiling height for'laundry rooms,' hallways, corridors, and bathrooms is a minimum of 7 10". Section 1207 (a). -Y, 1V6!~&4A116q-L_ tJE4)rhA-T70,V AO& A'-~~O.DFK 0-661n AMS14,84SIN' D. I=. STAIRWAYS, AND RAILINGS Every stairway-landing shall have a dimension, measured in the'direction of travel, IU_* Floors above the second story shall have. at least equal to the stairway width., not. less'than 2 exits. Section 3303 (a). Section 3306 Required exit doorways shall be not less A door may open over a stairway landing than 3611 in width and not less,than 6`811 in provided the doo . r,,in any ,position, does not height, and shall be capable-of opening at least reduce the clear area of'the landing in the. 40.degrees. Section 3304 (e)... direction of stairway travel, to less than one-half the required width of the stairway. Provide 3611 high protective railing for a Section' 3306 (g)'. porches, -balconies, and.open sides of stair landings. Openings'between railings shall be W. A door may open inward . at the-top step of a less than. 611. Section 1711. stairway provided the top step is not'more than 7 1/211 lower than the floor level. Show how-guardrail connection. details are' Section 3304 (h). adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-.B. Provide details of winding stairway complying with Section 3306 (d): Provide stairway and.landing details. Section 3306 (b) & (c). Imum Min' tread is 6 inches at any point and minimum-9 inches at a point 12 ,a(. Maximum rise 811 and minimum run is inches from where the treads are 911. narrowest.,, Minimum headroom is 61.6". Maximum.rise is* -8 inches.' V Minimum width is 30". Minimum width is 30 inches. All handrails per Section 3306 (j), shall 41~ Provide s iral*stairway,details, per j P satisfy.the following: Section 3306 (f): ~W. Provide handrail for.stairways with"4.' Minimum run'is 7 1/2 inches measured or more risers. at a point 12 inches from where the treads are the narrowest. Handrail'shall be 30!1 to 3411 above the nosing of treads... )r. Maximum rise is 9 1/2 inches. e( The handgrip portion of handrail'-shall Minimud headroom is 6 feet 6 inches. be not less than 1 1/411 nor more than 211 in cross-sectional dimension. Spiral stairways may not be used for (See attached). required exits when the area served is greater than 400 sq~ ft. Section 3306 (f). 4 3/25/86 spiral stairways must-have a clear walking The maximum:slope for'a*fire retardant' space of'26.inches between the column and built-up roof, with rock or gravel surfacing, is handrail, sh6w.dime:nsion. Section 3306 (f). 3 inches in 12 inches,.Section 3203 (e) 2., 1 14e Provide I.C.B.O.-Research.Report and Number C 2-' ,-3. The-minimum slope for a fire retardant for metal stairway,.or submit plans and.,,. built-up roof, with capsheet surfacing, is 1/2 calculations and approved*fabricator registered *inch in .12 inches. Section 3203 (e) 3. with the building department or note that the stairway fabrication shall be done under special ,51r- Specify minimum 1/4 inch per foot roof inspection.per the approved fabricationplans. slope for drainage or design to support section 306 (a) 4B and.Section 306 (f). accumulated water. Section 3207 (a), Section 2305 (f) and Section 2511 (d),6~ In buildings over 2 stories in height, provide 3/4 hour fire-rated.assemblies for all 'Show roof drains and overflows. openings in the exterior wall below or within 10 Section 3207. F1A7—,POOF feet horizontally of an exterior stairway. An exit balcony with 2 separated stairways is- 6 Provide.skylight details to show compliance exempt. Section 3306 (1). with Sections 3401 and 5267 or provide I.C.B.O. approval number. Exterior stairways shall not project linto the 3 foot setback from the property lines.. 57) ~Plastit sk~light-must be separated from Section 3306 (n). -iach,other by at least 4 feet. Section 5207 (a) 6. The walls and soffits of the enclosed usable space under interior stairs shall.be 59 Show attic ventilation. Minimum vent.area p rotected on the enclosed side as required for is 1/150 of:atti~ area or 1/300 of attic area if --..onel-hour fire-resistive construction. at least 50% of the required vent is at least 3 ~,-..Section 3306 (m). feet above eave vents or cornice vents. Show required area and area provided. RQOFnC Section 3205 (c). Wr Specify roof slope. F. MAS01W Roof slope is not adequate for roof type 509. Provide fireplace construction details or specified. Table 32-B; Section 3203~(h). note construction to.be per attached fireplace standard drawing. Chapter 37. 11 F 1Y)ASOAJXY F1P\&iP44(f Show.veneer support and connections in Specify roof material an d application. Seismic Zones 3 and ~, comply , with Section M02, Chapter 32. 4, 5, 6, and SO-Ction'2515. (a)xegarding ties and #9 wire.in horizontal Joints, or show Specify I.C.B.O. or U.L. approval number construction, to be per"attached sheets for roof,materials not covered in U..B.C., e.g.j. 30-1-or 30-2. title, etc., Section 107. T-m*1 5 ADA.,Y 04) L IC130 -#-' 10,K Ut- LJ67_1A)4. AL-50 -SPOW 2 "OAk7- HC _2 4, A'80V6 11F Uof- WIT-HI A) to OF Ct~llnAlEy 5 3/25/86 Show height and construction details of all 'Openings.between carport and residence masonry walls. Chapter 24.' require self-closing doors.and,stationary' windows. Section 1214. -Ndte that cle.anout openings .shallbe provided at the-bottom of all cells to be grout Show garage framing section, size of header filled over 4' in.a single pour.. Cleanout shall over garage opening, lateral.cross bracing at be sealed before grouting, after inspection. 2late line,.method of bracing itarage.front. and Section 2414 (a) 8. 'holddowns'if required. -_Chapter'23. 63. Show floor and roof connections to masonry NOTE: Maximum shear panel ratio of.height to walls.' Connection shall resist 200 pounds per width is 3 1/2 to 1. Table'25-I. lineal foot or the actual design load, whichever. is.greatek. Cross.grain tension or bending in )~e Doors may open into the garage-only if the' wood ledgers is not Permitted. floor or landing in the garage is'not mo re than Section 2312 (j).3. A. 1/211 lower than the door threshold. details for 64~'.~ Provide damp proofing the Section 3304.(h). ..foundation walls, below finish grade, where 73 Provide an 1811 raised platform for any FAU, useable space exists on the interior side of the water heater,, or other device in the garage, walls. Section 1707 (d). which may generate a flame or-spark, UMC Section 508, UPC Section 1310 (a). IF WAT5P—HICAMR I'J Show a minimum 211 air space and flashing between planter and.building walls. H. FOUNDATION Section 2516 (cj 7. .(@74 Per soils report, note on the plan the G. GMLAGK AND-CAMRTS soils-classification, whether or' not the soil is expansive, and note the allowable.bea ing value. parage requires o.ne-hour fire protectionon (~e)garage Section 2905 (c). side of walls and ceiling common to the dwelling. .,Table S. B. Section 563 (d). 75. The foundation plan,does not comply with the soil report recommendation for this project. All elements supporting fl6or above garage... Please review the report and modify design,- includingwall s supporting-floor joists, to have notes and details as-required to show one-hour fire-resistive protection on the garage compliance. side.. Section 503'(a). Provide notes on the foundation plan 68. Show 1 3/811 solid core self-closing door listing the soils report recommendations-foir openings between garage and dwelling- foundations'., slab.And building pad preparation. Section 503 (d). FOP, 011 Garag * es are not permitted to'open into a room used for sleeping purposes:. Section 1104. 6 3/25/86 The soils.report recommends excavations be Show foundation sills to be pressure reviewed by soils ..engineer.. Note -onthe treated, or equal., Sect-ion 2516 (c) 3. foundation plan that "Priorto the Contractor.. requesting a Building Department Foundation Show fou.ndation.bolt size and spacing. Ins -tion, the soils engineer.shall advise the'. Pec Section,2907 (e building official'in writing that: 86. Specify size, I.C;B.O. number and the building pad was prepared in manufacturer of.power driven pins. Show.edge accordance with the soils report; and end distance and spacing. the utility tpendhes.have been Section.306 (f). properly backfilled and.compacted, if required by structural calculations, qsow And.` size, imbedment and locationlof hold down th.e~foundation excavations, formings anchors on foundation plan. Section 2312 (f). F- and reinforcements comply with the If hold*downs are required by,calculations, soils report and approved~ plan!'. note on plan that hold down anc'ho.rs.*must be tied in place prior to foundation inspection. S &b ;Z. Show height of all foundation walls. Section 305 (e) 2. Chapter 23. 81F.' Show adequate footings under all bearing Show height of retained earth on all walls and shea walls. Section 2907 (b). foundation walls. Chapter 23. Show on the elevations, stepped footings 80. If cut or fill slopes exist, show distance for slopes steeper than 1:10. of foundation to edge of cut or fill slopes and Section 2907 (c). show steepness and heights of cuts and fills. Chapter 29. Show minimum 1811 clea ance from grade to bottom'of floor joists and minimum 1211 Note on plans that wood shall be .611 clearance to bottom of.girders. minimum above finish grade., Section-2516 .(c). Section 2516 (c) 7. 42~ Show pier size.. spacing and depth into Note on plans that-~surface water will drain undisturbed soil. Table 29-A. away from building and show drainage pattern and key elevations. Section 2905 (f). 93. Show minimum underfloo.r access of 18" x Dimension f undatiolLp6r U.B.C. Table 29A: 24". Section 2516 (c). f::~ P-11-15&b FL0042— .,56E 15 _0VJ Show minimum underfloor ventilation equal Floors to 1 sq. ft. for.each~150,sq. ft. of underfloor Supported* Stemwall Width Depth area. Openings shall be as close to.corners as 1 6" 1211,1. 12". practicable and shall -provide cross'ventilation 2 811 1511 1811 on At least two approximately opposite sides. 3 1011 1811 241! Section 2516 (c). F-o P__ RA46e1'_-- FL-oop, *Foundations.-may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. ID E )L Z)Cep V,9,0 TIN e4 IA.) TD AM-TURAL. MI IV / M UM -S,276 Fce>r7 Me-61 I 7 3/25/86 Specify that'posts embedded in.concrete X4. 'Show 1/211 minimum clearance between top shall.be pressure t-reated per UBC Std. No. 25— plate of interior partitions and bottom chord of 12. Section 2516'(c). trusses. (To ensure loading will be as designed). Show double top plate with minimum 4811 Q96.1.Sho,4 wall bracing., Ever-y-exterior .wood lap splice. -Section 2517 (g)-2. 'U'd wall and main cross partition shall be braced at each end at least every 25 feet-of 106) Show nailing,will be in compliance with (ia~le length with 1 x 4 diagonal let-in braces or 25~Q. equivalent. Section 2517 (g) 3. 107 'Show.or note-fire stops at the following pocations.per'Section 97. Note cross bridging or blocking. Floor 25i6'(flt joists and rafters 1211 or more in depth shall be supported laterally by bridging at intervals not in concealed spaces of stud walls and exceeding 8 feet, unless both edges are held in partitions, including furred spaces, line. Sec 2506 (g). at the ceiling and floor levels and at 10 foot intervals along the length of Show blocking at.ends and at supports of the wall. floor joists, and for rafters at exterior walls.' Section 2517 (d) 3. b. at all interconnections between concealed vertical and horizontal X Show solid blocking at ridge -line and at spaces such as occur at soffits, drop exterior walls on trussed roofs. ceilings and cove ceilings; Section 2506 (g), Section 2517'(h). in concealed spaces between stair 1;00 Show double joi sts. Floor joists shall be 1~oubled under bearing partitions running stringers at the top and bottom of the run and between studs along and in parallel with the joists. Section 2517 (d). 5. line with the run*of stairs if the walls under,the-stairs are unfinished; Bearing -partitions, perpendicular to and joists,.shall not be offset from supporting girders, beam , walls .or partitions, more'than in openings around vents, pipes, the depth of the joist. Section 2517.(d) 5. ducts, chimneys,Jireplaces and similar.openings which afford a' Show rafter ties. Rafter ties-shall be passage for fire at ceiling and floor - spaced not more than 4 feet on center and be levels,, with noncombustible just above the'deiling joists, where rafters and materials. ,ceiling joists are not parallel. Section 2517 (h) 4. loll. Show stud size and spacing. Maximum allowable stud heights; Bearing wall: 2 x 4 and Show rafter purlin braces -to be not-less. 2 x 6 max.~101; Non * -bearing: 2 x 4 max. W, 2 45 degrees'to-the horizontal. x 6 max. 201. Table 25-R-3. Section 2517 (h) 5. )419. Studs supporting.two.floors, a roof and ceiling must be 3 x 4 or 2 x 6 at 1611 o.c.- Table 25-R-3. 8 3/25/86 Note an A.I.T.C. Certificate,of Compliance Show on the.plans all structural for glued laminated wood members shall be given requirements developed in the structural to the'building inspectorprior to erection. calculations. Section 306 (f). Columns.and posts located on conc rete or 111) Detail all post-to beam and postto Q)ting masonry floors or decks exposed io the weather connections and'reference the detail to or to water splash or in basements and which the plan. Section 2516 (m). support permanent.structures shall be supported by concrete pie.rs.or'metal,pedestals projecting 112 Detail shear transfer connections, above floors unless-apprdVed wood of natural. including roof and floor diaphragms) to shear resistance to'decay or treated,wood is used. walls. Section 2513.. Section 2516 (c) 4. 113 Specify nail size and spacing for all ~S02ar Individual condrete ,or masonry piers shall walls,,floor and roof diaphragms., project at least 8 inches above exppsed ground Indicate required.blocking. Maintain maximum unless the columns 6r*posts which they support diaphragm dimension-ratios. (Tables.25,I,.J. K) are of approved wood of natural resistance to and Section 471-3 (d). decay or treated woo d is use& Section 2516 (c) 4. Show 311 x 411 or 211 x 61' studs in*first story-of three story building. Table 25-R-3. Show location'of attic"access with minimum G size 2211 x 30". Section 3205. il~, Provide truss details,.,and truss .. Q.caculations for'this project. s~ Show draft separation for attic areas between Units,in a duplex. Section 2516 (f). '.1 Provide roof framing ,plan and floor framing plan. Section 302 (a)-T. Wood stud bearing walls, with studs at 2V' Provide framing sections through o.c., require 3 ea. 2 x 4 or 2 ea. 2 x 6 or 2 ea. 3 x 4 top plates,if.supporting either floor members or roof trusses that are spaced more than. 16".o.c. and do not bear within 511 of the supporting stud. Section 2517 (g) 2. 127) Specify plywood grade and panel.- iientification Section 320 (a) 7. index Table~25-N.. Pl~. Specify all header sizes for opening o ver Jl~ When roof pitch is less than 3:12, design 4' wide. Section 2517 g) 5.' ridge as a beam.. Section 2517,(h). 94'. Provide calculations for mainvertical and If foundation-cripple wall -studs are less horizontal framing members and post footings. .1411 framing shall be solid blocking. Section'302.(a) 7.' Section 2517 (g) 4.' 5 PEC r Y AfC-14~1/W_ r/- 4~_kIPPLe mmi-i- S Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (9).7. 9 ~3/~25/86 Cripple wall studs exceeding 4 feet'in Show minimum-3011 deep unobstructed working height shall be-3 inch*by 4 inch or-2-inches by space in front .of'furnace., Section 505, UMC. 6 inches when supporting 2 stories. Section 2517 (g) 4. 141 Ndte*on.plans, clearances to beper- manufacturer's listing-. Section 50.4, UMC. ~&r. Show plywood sheathing over,exposed~eavesp or other weather exposed areas,, is-exterior Furnice..shall not'.be installed under any .grade.- Section 2516 (g)-3. stairway. Section .704, UMC. (132 Show a weep screed at the foundation plate -a YK Furnace shall not'be installed in any 1 ine on all exterior and stud,walls to be bedroom, bathroom or in a closet or confined stuccoed.. Section 4706 (e). space with access only~through such room, unless spec:ifie.d as direct vent appliance, enclosed 3. Show.corridbr width to'b6 minimum 36".. furnace or -electric heating appliance. Section 3305 (b). Section 704, UMC. J21(r. Specify truss layout for 30" x 3011 attic (&44 Show I.C.B.O. approval number for prefab access. fireplace. Y315' Ridges, hips, and valleys shall beat Show access to the attic 'or underfloor least one'size larger than supported rafters. furnace to'be minimum 36 inches by 30 inches. Section 2517 (h) 3. Section 708 & 709 UMC., 136 In open beam construction, provide strap 146 Note that.passageway to the attic.furnace S~l 1 be unobstructed,'and have continuous solid ties across the beams at.the ridge support. Section 2501 (b). flooring not less than 24 'inches wide. Section 708- UMC. J. NECEMCAL - Show permanent electrical.outlet and All heating, ventilating, and cooling systems lighting fixture 'controlled by A switch for the and appliances shall comply with-the Uniform, attic furnac I e Section 708, UMC. Mechanical Code. Vvfr. Show details to comply with Section 709 Show the size,jocation and type of all .(hg~ating and cooling appliances or systems.,. for furnace under the floor, or Section 710 for roof or outside furnace. Show source~of combustion air tofurnace, Note on plan: Gas vents and per Chapter 6p UMC.. e noncombustible piping.passing through three —floors or less shall be effectively draft Every dwelling unitshall be 'r6vided with p stopped at.each floor or ceiling. heating facilities capable of maintaining a room UBC, Section 1706 (a).-6. temperature of 710 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for' compliance. UBC,.Section 1211. 1~rl~m S iVPLY 1-0 AMC "OAJT-6D FAV's K. EUNMUCAL (MMOMAL ELECTRICAL CODE) )5E( Alel.combustion water heater shall.-not be installedin bath or bedroom or in a'cl6set All wiring shall comply with the. National opening into bath or bedroom. Electrical Code. UPC, Section 1309. ~150 Show on the plan the amperage -of the 1514'. Provide adequate barrier to protect water eectrical service- the location of the''service heater from vehicle damage. U . PC Se6tion 1310. panel and the location of any sub-panels.. Show location of all electrical 160 ShowT and.P'.Valve on water heater and is'), receptacles. route of discharge line to exterior. UPC, Section 1007 (e). 1 Electrical receptacld*.Iocations and/or spacing is not adequate in 161, Provide dryer,vent to outside., Section 1903. 16i Note on the plan that hose bibbs and lawn sprin.kler systems shall have.approved backflow prevention devices. UPCi Section 1003. Show at least one.convenience outlet other ?an outlets for laundry, etc.,, outdoors, in 1&1~ Shower stall 'shall accommodate a 3011 garages and ,basements. -NEC, Art. 210-52. circle,and have a minizm1m floor-area of 1,024 sq. in., UPC,.,909 (d)~- 154 Note convenience outlets in bathrooms'. Qodoorsp and in garages and,basements.(other M. NOISE INSULA71OR (DUPLMMS) than for laundry and similar equipment) shall'be GFI protected, NEC, Art. 210-81. Show details of duplex common (party) walls and floor/ceiling.assemblies.to achieve-a 155 Note electrical system.ground to be Sound Transmission Class (STC) rating in walls provided per NEC, Art.,250-81. of 50 decibles,and on Impact Insulation Class (IIC) rating on.floor/ceiling of 50 decibles. L. PLUMBING (UNIFORM PUMIM =x) Title-25. Show water heater,size, type and location Show how penetrations of assemblies for :on plans. UPC, Section,131,0. piping, electrical devices.. recessed cabinetsp bathtubs,- soffits, or heating ventilating, or 157 Show source for providing combustion air exhaust ducts shall be sealed, linedp or to fuel burning water-heater. If wall',opening insulated to maintain requiied,sound in an enclosure are used, at least one-half of transmission rating. Title 25. the required opening area shall extend into the upper twelve inches of the enclosure and Provide insulation in walls.and ceiling to one-half within the lower twelve inches. achieve SIC of 50 betweengarage and living area UPC, Section 1307. if garage use is not controlled by resident. Title 25. N. ENE= CONSERVATION: PLEASE READ Specify on the building plins all of the ~~atory energy congervationrequirements as State regulations (California Admin. Code) listed on the enclosure titled, "Mandatory require that the*detign satisy one-of the Energy Conservation Requiremezitsil. attached-alternative energy packages or submit .calculations. I The.law also requires that many Show the sia&, type, make, model and - mandatory donservati on-items be satisfied., location of -the space heatiqg (or-cooling) system and provide heat loss calculations if the I filf. . Show on the Title.Sheet of the plans, the . output BTU/Hr. exceeds 45,000. required elements of the alternative energy package-that was selected, and next to P~ach 0. CAIMSBAD S.F.D. & DUPUKX SUPPLEMMT element show how you.are complying with each element. If calculations were used, pro I vide ),715. Energy conservation design should be for -similar data.on the plans. Zone .7 See attached energy packages. (168) The plan sheet showing the required iments 176 Floor drains,must have auto-prime ~ci)tY ofthe selected energy package, and Policy) - 09DV I listing the design elements showing compliance with that selected package, nnist be signed by Not e exhaust fans cannot be.ductless'type G either the owner or a.licensed profe.ssional, (city'policy). i.e., architect, engineer,or contractor., A design professional must note his/her-state 1178 New residential units must be pre-plumbed license number. Section 1403 of Title 20. for future solar water heating. Note "two roof jacks must be.installed" where the water heater J64. Show on,.the plans the 11R11 value for the is in Ithe-one story garage and directly below walls,,..floors., ceiling and rela ted areas. the most south facing roof (City Ordinance No-. 8093). 170 Show double glazingas perEnergy Design., -qLASS. POORS on Glazing Schedule. FOK(f 179 Note "two 3/411 copper pipes must be ' C>040 Ac_-, A-LSO installed to the most-convenient future solar (1731 Show on the plan how shading requirements panel location whin the water heater is not in a are satisfied. one story garage and is not'directly below the most south fading roof. The'p-lans are not in compliance with the (City Ordinance No. 8093). energy conservation compliance package selected or design calculations provided. Show.on plans 180 All'piping for present or future solar G conformance-as follows: - .1 . .: water heating must be insulated when.in areas that are not heated or -cooled by mechanical means (city policy). 1 Incorporate the waterproofing details, on the attached Policy W-8, where interior living space occurs below grade at the masonry wall(t). 12 3/25/86 182 Sho4 on the Title Sheet*on-the plans, the UBC Adopting Ordinance 8792 requires rmation-'required by the attached Fire Retardant roof on all structures Developmental Services-Sheet 102683. (Sec. 18.04.230). Show compliance with UBC Section 32'03(e),. X3. - All 'new residential buildings, including I ity Ordinance 9792 ,requLres two 'park- _R11"'ng -spaces/uni-t with clear'area of additionsp require a soils report. Please.. 20'x2O' i.e. no.washing machines, etc.. Show compliance.* submit.two copies. Heavy -timber franfing, 'minimum 6" x 1011 Isams.and minimum 811 x*81"ppst, for the' struc ' tural beam and. column supporting the f ire se~aration*between tfie-garage and living area above,.isacceptable :if shown on the plans. (city policy). 'the lease see additional corrections, o r' kp;, on following paje'. The City of.Carlsbad has contracted with Esgil Corporation located at 9320, ChesapeakAi .Drive,, Suits 208, San Diego, - Califoruia. 92123; telephone., number of 619/560-14~8, to,,.perform ihe~ plan check for your proj ect. If you have any i questions regarding these plan check itemsi. please contact- at,EsgiLCorporation. If have any questicni;, YOU f regarding City Building permit'procedures,- contact Carter Darnell'atthe City of Carlsbad, 20 Is 75 s Falmis Dr.; Telephone (619)438-1161 Thank you. Enclosures:. 2 3. F7 6k 7715 7 RA,4- I n6o 5HOto _7T;< 6,0,oV*AJCC_7-7e.~ftJ Aok', Aool~ 0 UEP_ SHOli 1-tow PZOF- evc-k _4A)0-P_Y_:S:(+OP I S v P P -0 R.- rc-h 5P60ry use vioggs > DF I -M -0 V eks S .13 % :10/6/86 CITY OF CARLSBAD ELECTRIC AND GAS METER CLEARANCE I NTER- DEPARTMENT ADDRESS: za jr-4. S E,. 0. Service Equipment Only YES .NO Reason, If Denied: GAS METER: COMMERCIAL YES RESIDENCE NO -7/9KEARE-1) Building Inspeeor Signature /Datb TI—me JUL 15 1987 "Y Of-CARL-2--p Called in *,Tfw DEVELe)V,~ENT PROOSSING SEWS. po5T-s Folz- &Y-14 6 ch-m 9,t--w c-r- k) L / LoIIA4 oe**? 41-50 .5)v6UFK COA.)AJ6(-770AJ Of- 0>1,lq OV&k. AJ,96 X 70 77/-/-S CX -C, H-Odst PIAY-i FAOm 6P6OFr ,-OV.AJ6C7-70AJ PC7-4jZ,-S, 00-ZOeCAl /-1/f OCA-IV 'SHOw, comlirc-noA) 2#4?,/Z AA)p 6,--14- HIP. P66IFy 5AWI-) -CQIVWCC-77,OAJ- 61W 2-047-X12- ANP 2,-2->412-IYIP YJ6 /OOS;rS 70 -O~AAD A:3i5Z-ejA)A - 6"? 4,YI.D 11411VC-4 /5 n/o 57WqO I 94FTt~.S A-T 11,6ADEA .~5/,17& e,">VCk 6A-)TkY r-fZd/ 41,D 0 6V -5 6' > IZ X12)4,C .13E4-yqj V(1FX 42A-576Q A 61>eO.D rll A-L-t- A71-s:SIA)6 VA L-~e y p. )q qPEav41-'6 ~511eAAWALI-,S SU61vllT Z4 77~1e,+& -Lohv (fAl-e~yi-A770AJ-e~— (240) 40AIPIZTi~: 66C77.OAPS -AW~ )01-AA. A TaE FOLLOWIF4 N= SPECIFYI1!G HANDATrWl REWIREKENTS SHOUIZ BE INCORPCIRAMD ON PLAN SHEETS, OR CONLkINED WITHIN JOB SPECIYICATION DOC1Dff2iTS. MANDATORY ENEY= CONSMZVATION RE1VJDW_4MM OF -THE'SIATZ OF CALIFORNIA All heating, ventilating,'air conditioning, and water heating equipment shall meet all * of the. requirements of the Appliance Efficiency Standards and shall be certified by the California Energy Commission. A two stage thermostat, which controls the supplementary heat on its second stage, shall be .provided for heat pumps. Thermostats shall be equipped with an automatic setback, which the building occupant can program to automatically set backthe thermostat twice in 24 hours. Equipment which requires preventive maintenance to maintain efficient operation shall be furnished with complete necessary maintenance information. All gas-fired fan type central furnaces, gas-fired fan type wall furn.aces~.and cooking appliances. shall be'equipped with an intermittent ignition device. All fan systems exhausting air to the outside shall be provided with backdraft dampers. (7), All transverse duct, plenum, and fitting joints-shall be sealed with.pressure.sens.itive tape or mastic to prevent air loss and shall be insulated to conform to the provisions. of, Section 1005 of the UMC, 1982 Edition. (8)' A vapor barrier is required in climate zone 1, 14, and 16.~ .(9) All manufactured windows and sliding glass doors shall meet the 1972 ANSI, air infiltration standards and shall be cettified-and labeled. (10) All swinging doors and windows leading to unconditioned areas shall be fully weather-stripped.' (11), Storage type water heaters.and storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater. J12) The five feet of pipe-closest to the water heater' if outside conditioned space, shall be insulated- -3. -and steam condensation returri piping and recirc lating hot water with a minimum of R Steam u piping outside the-building envelope shall be insulated in accordance with T20-1406(d). Lamps used in luminaries for general lighting in kitchens and bathkooms.shal.1 have an efficiency of not less than 25 lumens per'watt' Showerheads and faucets shall-be equipped with flow restricto rs as outlined in the appliance efficiency standards and 'Shall be certified to the Energy Commission. - Masonry and -f actory-built f ireplaces on exterior walls, shall be equipped with. tight-f itting closeable metal or glass doors covering the entire opening of the firebox; a combustion air intake equipped with a readily, accessible p operable, and tight fitting damper to draw airfrom the outside of the building; and a'tight fitting flue damper with a readily accessible control., .(16) Insulation used shall comply with California Quality Standards. (17). The insulatiortinstaller shall post.a signed certificate ... Section,276.. Insulation Certificate (All Occupancies). After installing insulation, the installer shall.post,in a conspicuous location in the building' a certificate signed by the installer and the buildee stating 'that the',installation conforms the requirements of Title 24, Part 2, Chapter 2-53p and that the' materials, installed conform with the requirements of Title 20, Chapter 2, Subchapter 4, Article 3. The certificate, shall state the manufacturer's name-and material identification, the installed "R11 value, and (in applications of loose fill insulation) the minimum installed. weight. per square foot consistent with the mAnufacturer's labeled density for the desired "R" value. For infiltration control all openings and penetrations'must be caulked and sealed, such as around windows, at sole plates, and openings for utility pipes'and wires. Building -Measure. Package Designiciaq A B I C 'D, -E 1 2 3 4. 5.. .6 INSULATION R-VALUE MINIMUM 'Ceiling .19 30 19 30 30 30 19 . 30' 19., 30 -19 wall 11 "Heavy" Wall 2.5 2iS 2.5 NA NA. 2.5 2! . 5 2.5 2.5. 2.5 2.5 "Light Mass" Wall 4.0 3.5 3.5 NA NA NA NA NA NA NA NA .Slab Floor Perimeter NR 7. NR NR NA NR.1 A NR NR. -7 NR- .Raised Floor, 11, NA 19 NR NR 19 19, 11 11 ATTIC3 NR, NR NR REQ REQ REQ NR REQ NR. NR - NR GLAZING Maximum U-Value 1.1 .65 1.1 .65 .65 AS 1.1 .65 1.1 .65 .65 Maximum Total. Area Z in. - 14 . 14 20 20 20 24' 20 24 NR NR Maxim=- Total, Nonsouth Area Z 9.6 NA NA NA NA NR NIR NR NR 8.4 9.6 Minimum Total -South Area- Z 6.4 NR NR MR NR NR. NR N 'R N LR 5.6 6.4 SMUINC COEFFICIENT South-facing Glazing NR NR * NR DR N R NR NR NR. NR ' n Na West-facing Glazing NR n NR NR .36 NR NR NR NR NR NR North-facing Glazing- NR NR MR. NR NR - NR NRI NR NR . NR NR East-facing Glazing NR NR NLR NR NR NR, NRL NR N?. NRI NR nMOIALi MASS EQUIVALENT ISlab Floor Exposed7j:8 50~ NR NR 25 5 25 25 20 15 NR 50 ENFILTRATION CONTROL Continuous Barrier NR- NR NR NR NR NR NR NR NR NR NR Electrical Outlet -Plite NR NR NR NR NR NR NR NEL NR NR NR. Gaskets Lit 10-Air Heat Exchanger NR NR NR NR NR NR NR NR' NR'. NR,. NR I ;PA.Ci HEATING SYSTEM Gas.Futnace-Seasonal MIN .Efficiency Z MIN. MIN MIN MIN MIN MIN -MIN MIN Beat PU:~ I JPL ACOP 2i.5 2.5 2.5 *2.5 2.5 2.5 2.5 2.5 2.5 Electric Resistan~cell- NO NO NO NO NO N 0 NO NO NO YES YES ;PACE COOLING SYSTEM A/C or Heat Pump. SEER rATER HEATING SYSTEM Gas,', Heat Pump or Solar vith Any Backup REQ REQ REQ REQ REQ REQ IREQ REQ REQ Solar vith Gas Backup REQ REQ CITY OF CARLSBAD Table' 7. '-Alcernative,Component Packages, Climate ..Zone 7 Table 1.7. Notes-for Tables~l through 16 LEGEND:', NR Not required,.- N/A.'10 Not applicable, REQ. - Required, *MIN Minimum efficiencies required by Section 2-5306 of the regulation. NO Heating system type not allowed. YES Heating ,system. type allowed. 3.' Whenever- an-'attic is required, At zmaust, cover., at, least three-quarters (3/4) of -the ceiling'area over conditioned space and be vented., 7. In. alternative component packages which -require -thermal mass (other than Package A),Ithe sp' cified.percentage.-Of mass must be directly. exposed to the conditioned space. To determine the floor,area directly exposed -to the conditioned space.,* To determine the floor area, count only the first floor: 'in conditioned areas. - Uhcarpeted first' floor areas, such as linoleum or tiled entry ways, kitchens, bathrooms, and utility closets may all be dounted.-towards -this requiremint. Thermal mass -re'uired.,for Packages E,1,2,3' and 4 must be-' either q equivalent to a slab floor covering one-fourth~(25 percelit),of the floor, area with a thickness'of,'at least 2 inches and a volumetric heat capacity of* 28 B,tu/ ft3 *F (.see below -for*surface area,of materials' examples) or provide the minimum total.mass' capacity listed in Table 17 of Appendix A (use the Point System to calculate thi mass for.other materials).'. .4" brick Concrete block 90 pcf Concrete block 140 pcf 'Climate' -Slab exposed. bloc ' k density, block density,.iolid' Zone Floor % . I. odeside- Xrou'ted grouted .47 6" 4", 6- 15 21 JS 17'. 14' 13 20 28.., 24 22 1 . 18 18 7 25 .15 3o 28 23~ 22 211~19 7-. Date i XARLSB CITY OF AD E3 Bldg.. Dept. -Prepared b yl VALUATION AND P~LAN CHECK FEE... G_ Esgii PLAN CHECK NO. 4.7 BUILDING ADDRES~S .40T 673 141-- ZA &5m /t&A:~6vj -a' APPLICANT/.CONTACT IL11C~C 10R17 PHONE "NO. BUILDING OCCUPANCY, DESIGNER P HONE , TYPE OF CONSTRUCT-ION CONTRACTOR PHONE - BUTLDING ,PORTION- BUILDING', AREA VALUATION1 MULTIPLIER VALUE Aj,g2 37-7-7- 2- 2TO t 4-v6sep 1A ~w- c 6 2-0-02- Air Cohditionin L7 Cdmmercial Residential @ Res. or Comm4 Fire' S-orinklers .,Total Valu'e 7 7- > 4~ u c u CL 0) c o I- Q. (L E C 0 U m 0 PLAN CHECK NO.f2- ADDRESS DATE d 2 PLANNING ZONE: ~Ado TYPE *OF PROJECT AND USE: SCHOOL DISTRICT: '.,SAN DIEGUITO 'ENCINITAS CARLSBAD SAN MARCOS SETBACKSr FRONT, I 1-4~'-~'~'SIDE' —Ot(,- REAR DISCRET16NARY ACTIONS: ~f REDEVELOP MENT PERMIT REQUIRED:' LANDSCAPE PLAN COMMENTS: 11 b .-ENVIRONMENTAL REQUIRED:-.Wtw COASTALPERMIT REQUIREO:' YES NO.-A ADDITIONAL COMMENTS.: ce a OK TO ISSUE: ENGINEERING LEGAL REQUIREMENTS LEGAL DESCRIPTION VERIFIED?_* APN CHECKED? EASEMENTS: I f)'-x -AD RIGHT-OF-WAY: Fv/ fl ee-eX l4ou, ~6,mkmls'bm- ')fci I OA( EDU IS:- D R A I N A G E oyl lo~ IMPROVEMENTS:__F (FIFID CHECK DATE & INITIALS: N gRMITS REQUIRED' ,w , u GRADING: v v 6r&*~GRADING COMPLETION CERTIFIED: v DRIVEWAY: ~,INDUSIRIAL WASTE: FEES REQUIRED PARK-IN-LIEU QUADRANT: FEE PER UNIT: TOTAL FEE: P.F.F.: TRAFFIC IMPACT FEE PER UNIT: ~on T3 TOTAL FEE:$ (,,q4) FACILITIES MGMT. FEE:/70-4~ BRIDGE & THOROUGHFARE FEE: SEWER FEE (CONNECTION): SEWER LATERAL: ADDITIONAL COMMENT OK TO IS DPD2:DPD6: Z7 Z7 1535 S!, Escondido Blvd, Escondido, CA 92025 (619) 741-0533'1 LANDDEVELOPME Surveying - Perc Tests - Lot Splits Grading Plans & Compaction Tests t;. February 3. 1981, City of.Carls6ad'' 2075 Lag Palmas, Drive Engineering Department Carlsbad, CA. 92008 c/o Mike Fiorito 3211 Piragua Street Carlsbad, CA. 92008 Re: APN 215-440-06.(Obelisco Place)' 'Lot 673 of.La Costa Meadows Unit #4 Map 7367 Subject: Limited Preliminary Soils Investigation TO WHOM IT MAY CONCERN: Per the request of Mr. Mike Fiorito, our firm ha's .conducted a',Pre- liminary Soils Investigation of, the Soils found at the above refer- enced site. This'.report represents the findings and recommendations for.the proposed development~based upon the:.results-of this 'investi-7 gati.on. This investigation* consists of, a site geologic. reconnaissance,. and the collecting of representative soil samples from the site. Laboratory. testing was- performed 'on" representative. soils samples 'ined from this' site in order to evaluate obta . pertinent physical properites. The conclusions and recommendations that follow 'are based upon review of the, proposed development, inspection of the site, an analysis of the data obtained and our experie . nce with similiar, soil conditions. CIVIL ENGINEERING LAND SURVEYING PROJECT SCOPE, Explore'the subsurface conditions.to'th6 depths influenced by the proposed construction. Evaluate,, by lab.oratory,tests,:the~pertinent engineering pro- perties of the'various strata which will influence the develop-' ment,. including their bearing capacities, expansive character- istics and settlement potential. Define the general'geology at the site incIuding possible geolo gic hazards which could have' an" effect-on the site dev elop- ment. Develop'soil en gineering criter-ia for the site ,gradin' g and provide design, information regarding.the stabili-ty of cut/fill slopes.- Determine potential,~construc,tion difficulties and provide re- commendations'conc,erning these~problems. Recommend an approp,riate foundationt sy'stem for the type of structures anticipated and develop soil engineering design criteria for the 'recomi-nended design. THE'SITE, The site-consists of a trapezoidal shaped lot located at the terminus of the cul-de-sac- on Obelisco, Place in. the subdivision. known as La Costa Meadows Unit -4 in the City of,Carlsbad. This parcel is located at the top of a.'prominent ridge -traversing this development.~ The lot is nearly level adjacent to the cul- de-sac access and then slopes in ..all directions ~at ~variable rates toward surrounding lots. The lots in all directions have been previ- ously, developed with single family residences and associated im- provements and landscaping- The site is covered with low grasses and bushes native to the coastal region. Several rock out croppings were noted on-the site. A plot plan of the 'proposed development has been provided this office. A large single' family residence' is proposed with minimal grading for the garage area, while the remainder of the structure will be constuc ted on stem walls with.foundations in native soils. FIELD INVESTIGATION Our investigation consisted of a field, review of the site and surr- ounding parcels. From':our observations and familiarity with..~`the project Area, we can make applicable conclusions. without the necess7 ity of making exploratory dxcavations-on the actual building site." We were able to. observe the, underlying formations- in exist,ing man. made cut slopes on adjacent properties.. The site is typical of the. Area.' 'The surf ace ..topsoils had been disturbed and. partially removed, by previous grading', presumably during grading of the subdivision improvements., However, a thin mantle of reddish clayey-silts 'to clayey sands. covers the site w.ith severall'small rock out croppings protruding through the surface layers. This is underlain *by fractured, rock masses of the Santiago Peaks, Volcanic formations., LABORATORY TESTS Laboratory tests were performed in-- accordance with generally accepted ' test methods, of the', American Society for. Testing and Materials (ASTM) and other, suggested procedures.' Selected relatively undisturbed dr iv.e samples were tested for their. inplace dry density, moisture.content and expansive potential. T he maximum d ry density and optimum moi sture content of the n.ear surface soils w e re dete,rm-ined -in accordance with. ASTM Test D155770, Method A. In addition, a directshear test and an expansion test were . performed: on samples. remolded to 90% of maximum dry-'densit"y'at optimum moistiire..content.- Field moistur6, content and", dry density were determined for representative. undisturbed samples. This information was an aid to classification ..and permitted recognition of 'variations in 'Mat-erial consistency with depth.. The, dry un,it weight is determined, in'. pounds' p e'r ,cub i c' foot, and the field moisture content is determined as A percentage 'of the soils, dry weight. Field clas,sifications were-verified in,the laboratory by visual examination. -The final so,il s classifications are in accordance with the Unified Soil CLassificatibn System. ~Direct shear .tests were performed to evaluate bearing potential along with maximum density te'sting' and expansive analysis were conducted. Max'imuin dry weigh,t.was determined to be 125.0 #/c.f. @ 12% optimum-moi.sture content'..-. Testing was done. for internal shear *based upon utilizing. a - 90% relative compacti,on. The apparent angle of shear for.the, soils encountered.= 31*. An-exp4nsion analysis of these soi'ls -was performed in accordance with the UBC 292 test. procedures. The result 9 f this test' indicated an index value of '40,. which is considered to be, .a.lbw~e.xpansion rate. TECTONIC'SE TTING Carlsbad, -along with most of the southwestern portion of Califo rnda, San Diego County, and',,parts of Mexico *are located on a relatively stable tectonic plate. This plate is bounded on the east by the San Andreas Fault system and on the west by the San Clemente Tault System. These:faults contain many other .parallel faults 'which are essentially high angle. strikeslip faults with a NIV/SE trend. Although the bounding fault sy5tems are active,,the interior of'the tectonic plate is -not generally Aisturbed by the fault movement.. Geological references indicate that .,.not much damage will oc'cur from ear.thquakes --of magnitude of Iess t I han .6 for- sites over eight miles from the fault. Since maximum probable earthquake'~ for the general San Diego ar,e*a i-s in, the- ord'er of 6 and since the. sAte is. further than. 8 T~ile,s from the major active faults we can infer that the shaking problem will not be to great. Cur rent -seismic design criteria as im posed by the U.B.C. should be. satisfactory to compen-sate f or seismic action. There are no existin'' landslides, faults or other natural disturbances 9 noted on the site 'o r in the' i,mmediAte. area as determined from airphotos, 'and field inspections'. This-does not- preclude the' possibility of sliding by poor grading or other man made practic es., This' site 'c an be considered relatively free of geologic hazards.. RECOMMENDATIONS & CONCLUSIONS, The site may be. utilized for the pro'po s ed development provided the recommendations of this report are carefully foll'owed. Th e. undisturbed .,native soils, properly compacted native soils or co . mbinations thereof, should adequately support the proposed structures without detrimental settlement.. The site shall be cleared of all vlegatation prior to any grading or pl.acement.of embankment. 'Any .unco mpacted native soils shall be' compacted to a minimum of 90% relative compaction. The, Soil Engineer shall det'ermine 'when the native soils are 'ready for placement of embankment.. Retaining, walls, which are ~not. fixed at the top and have a ,level backfill should' be designed for an active soil pr.essu're .e'quivalent to a fluid. pressure of 40 pcf,. Where the backfill will be-sloping 2:1,,an .acrive soil pressure of 45 pcf-is reco- mmended., These values assum6~ a drained backfill condition.' Wall drainage detail,s,. shoul d- -,be Provided...by the project a1rchi- tect. All cut slopes'shall be,'2:1 or'flatter and al-1 fill' slopes shall, not exceed. 2:1 slope, ratio. Whem retaining walls are restrained at the top. an. active 'soil- pressure of, 65- pcf shall be used for.design', Pf' the. wall "A' passive' soil pressure value of 400 psf s.h a 11 be used.., A coefficient of friction of* 0..45 m a'y be assumed-for resistance to sliding between concr'ete'and s-oi.l.. The anticipated total and/or- differential. settlements for the proposed structures may be - considered t'o, be within tolerable limits' provide,d the, recommendations pres,e,nted in this report- are followed. All embankment shall. be compacted to, a m,.inimum of 90% relative compaction -and ~L 1 . 1 e . xisting ground within 5.0 feet . laterally' .and to -a depth of 1.0 foot below the bottom of foundations shall be compacted to at least 90% relative compaction.. The recommendations presented in this report are contingent on review of final plans and spec-if icat ions. It. is recommended that H.L. Land Development, Engineering and Surveying, be re- tained to provide 'continuous. soil engineering services during the -earthwork operations. . This is to observe compliance with' the design concepts, specifications,- and ' r'ec,ommlendat ions . and to, allow design changes in -the event subsurface conditions differ from those anticipated' prior -to start of construction. All existing topsoils and, uncompacted soils shall be removed to a'depth as determined by the 'Soils Engineer. Exact depth to be determined-by the Soils En ,gineer at the time of grading. This material shall then be*recompacted into a dense embankment of at least 90% relat,iv'e compaction, with. a moisture -content within 2.0% of optimum. Minimum,fo'undation shall be,12 inches wide and founded 18 inches below grade and shall have two , #4 bars of reinforcing steel. One bar shall be placed 4. in,che's below the top of foundation and the other bar shall 'be placed 4 inches from the. bottom of foundation. These recommendation I s are based upon soil charac- teristics only'and do not reflect any possible de . sign considera- tiohs imposed by building. design. which might increase -these recommendations. The proposed foundati ons may be des : igned util- izing an allowable bearing . pres-sure of 1600 lb/,sf. This value may be increased by 1/3 for the ..design'of loads that include wind and seismic analysis. Slab on grade shall be. reinforced with 6x6xlOga wire mesh over 4 inches. of clean san.d or gravel. The*se. recommendations are- made based upon the assumption that the soils found'on the site will be used for foundation, embank ment. It, should be noted that additi.onal or final foundation recommen dations will be made and contained im the Final,As Graded Report when. a more complet-e evaluation of actual soil that the foundat ions will-be founded in cah -be'-'made'. It is anticipated, —that on-s I ite grading will be very minimal as the primary structure will be founded on stem walls. The garage. area will 'be of slab on grade and minor grading will be required. Itr is anticipa't'ed that need embankment material will be obtained from shallow cuts mad 0 on site f rom contour grading Of the yard area. However, an alternate would be to import a non-expansive material. to complete the embankment area. In the even that this option is taken, the imported material shall be approved by th6 .Soils Engineer prior to being delivered to the-site., The recommendations and opinions expressed in this report re- flect our' best estimate of -the project requirements based on an evaluation of the subsurface soil conditions encountered at the subsurface exploration locations and the assumption that the soil conditions ' do not 'deviate appreciably from those encountered It should be - recogni.zed that the 'performance of the foundations may be-influenced-by undisclosed.or unforseen. variations ,in the soil cond-itions that may occur in the interme diate and unexplored areas..'Any unusual conditions not covered in this report that m . ay be encountered during site development - should be brought to the attent'ion of the Soils Engineer so that he may make modifications if necessary. It is the re-sponsibility. of the -Developer or their representa- tive to ensure that- the information and recommendations con- tained herein are brought to. the -attention of the Engineer 9 and Architect for the project and incorporated into the project plans and specifications.. Ii is :f urt.he r their responsibility to take the necessary. measures to insure that the contractor and his' subcontractors .carry out such recommendations during construction. All grading shall be' m.onit.ored . by a qual if ied So.i 1 s Engineer to insure compliance. with these recommendations and applicable City. of Carlsbad ordinances - and good e I ngineering p.ractices. Recommended grading~- speclifications are - included in' th.i s -report as'the attached.Exhibit "A" Sincere Herald R. Lantis RCE 3322.0 A R. ZP Q-1 .No. 3322,0....' Exp. 6.30.90 C/V _F C 1535 S. Escondido Blvd. Escondido, CA 92025 (619) 741-053.3 LAND DEVELOPMENT Surveying - Perc Tests - Lot Splits Grading Plans & Compaction Tests RECOMMENDED GRADING SPECIFICATIONS Prepared for: Mike.Fiorito for the development of: a SINGLE FAMILY RESIDENCE'@ Lot 673 .-Of La Costa Meadows Unit - - #4 Map 7367 Herald R. Lantis hereinafter described as the Soil'Engineer, should be consulted prior to any site work connected with site development to ensure compliance with thes'e.specifications.. These specifications shall only be used in conjunction with the soil report of which they are attached and part*thereto. 1.1 This item shall consist~of all clearing and grubbing, prepar- ation of land to be filled, filling of the land.-spreading, compact- ing, and acontrol of the fill and all subsidiary work necessary to complete the grading of * the f illed , areas to conf orm with the lines, grades and slopes as shown on the accepted plans. 1.2 The Soil Engineer shall test and observe all grading opera- tions. In the event that any unusual conditions not covered by the special provisions are encountered during the grading operations, the Soil Engineer shall be contacted for further informatdon. 2.0 Tests The standard 'test used to define m . aximum density of all compaction work shall be the AStM Test Procedure D1557-70. All densities shall be expressed as a relative compaction in terms of the maximum density obtained in the laboratory by the foregoing procedure. 3.0 Clearing, Grubbing and Preparing Areas to be Filled. Any treds not utilized in landscaping, structures, weeds and other rubbish shall be' removed'. piled or otherwise disposed of so as to leave the areas that have been, disturbed with a~-neat and finished appearance, free from unsightly debris. 3.2 Any septic tanks, if encountered, and debris must be removed from the site prior~ to any building., grading or fill operations.- Septic tanks, including all con- -nedting drain fields , and.. other lines', must be totally, removed andthe resulting depressions properly reconstruct 7 ed and f illed to the complete.satisfaction'of the super- vising soil engineer. 3..3 All 'water wells on the site shall be capped according to the requirements of, the.San Diego'County Health Depart- ment. The strength of the cap shall be at least equal to the adj'acent soil. T.he final. elevation of the. top .of the adjacen t grade prior to any grading of fill oper- ations. 3.4 All buried tanks, if encountered-, must be totally removed and the resulting '-depressions properly reconstructed .and filled to the complete satisfaction of the supervising soil engineer. 3.5 All vegetable matter and - soil designated as unsuitable by the soil engineer shall,be removed under the direction of the direction .of the soil engineer. The then exposed surface shall then be plowed or sacrif ied to a depth of at. least eight -inches and until the surface is free from ruts'. hummocks, or other uneven features which would tend. to prevent uniform compaction by the equipment to be used'. 3.6 The original ground upon -which the fill. is -to be placed shall be plowed or sacrified deeply, and where the slope ratio of, the original ground is steeper -than 6.0 horizon-. tal to 1.,O'vertical, the band shall be stepped or benched. At the.toes of.the ,major fills and on the sideslope fills, the -base* key. 'shall be, as described elsewhere in this report, 'at least 10 feet in width, cut at least three. feet into the undisturbed or native soil, and sloped back into the hillside at a gradient of not less than 4. 4.2 5'. 5.1 5.2 5.3 5.4 5.5 Materials Native soil, free of' organic. material and undesirable de- leterious material, may be used as,fill. Native soil which is expansive, shall not be placed on the top two feet of building pads without the approval of the soil.engineer. The materials for fill shall be approved by the soil engin- eer be . fore commencementof grading operations. Any import.- ed material must be approved for use before being. brought to the site. , The materials. used shall be free from veget- able. matter and other deleterious material'. and be nonex- pansive. Expansive soil. is defined as soil. which expands more than three erce"nt when saturated.at 90 percent relat- P ive compaction and optimum moisture content under a sur- charge of 150, psf. Placing, Spreading, *and Compaction Fill Material The selected fill material shall be placed in -laiyers which, when compacted. shall allow adequate bonding and compaction. Each layer shall be spread,eveinly and shall be thoroughly blade mixed during the spreading to ensure uniformity of ~material in each layer. When the moisture content of the f ill material is below that specified'' by the soil -engineer.,. water' shall be added until the moisture content is*.as.specified to assure thor- ough bonding during the-compaction process. When the moist- ,ure content of the f ill material, is above that specif ied by the soil engineer, the fill material shall ..be aerated by blading or other sat isfact6ry methods until the, moist- ure content,is as specified. Af ter each layer has. been. placed, mixed . and spread even- ly, 'it shall. be thoroughly compacted to.a relative compac- tion of hot less than 90 percent. -When fill material in cludes' rock, no rock will -be allowed to Pest, and all voids must be carefully filled with small .Stones or earth-, and properly compacted. No rocks larger than six inches in diameter will be permitted in the fill. Compaction shall be 'by sheepsfoot rollers, multiple wheel pneumatic:-tited rollers,, or other types of acceptab'le'com- pacting rollers. Rollers shall be of such design that they. ,will be able to compact- the fill to the specified moisture content range. Rolli.ng -of each layer shall be continuous over it's entire ~area and until the -required density has been obtained. 5.6 Field density tests sh all be made by the soil 'engineer where sheepsfoot rollers are used, the soil may be.dis- turbed to a depth of.several inches. Density-tests shall be taken in compacted material below the disturbed sur- face.. -When these tests, indicate that the density of any layer of fill or portion thereof is,below'the required 90 percent relative compaction, the particular layer o.-.t portion shall be, reworked until the required density has been obtained. .5.7 The fill operation 'shall be continued in compacted layers as speci fied above, until the fill' has been brought. to the -f inished slopes - and graded as shown on, the accepted plans. 5.8 Fill , slopes. shall be c ' ompacted. by means of sheepsfoot rollers or other suitable equipme ' nt. Compaction oper- ations shall be continued until the slopes are stable. All earthmoving and working operations shall be controlled to prevent water from running into excavated areas. All water -shall be promptly removed and the site kept dry. Disposal of Oversi2e~Rock oversize rock shall be either exported - from the site, used for landscaping purposes, or-.placed in designated non-structural fill.areas. Prior to grading,' the soil engineer shall be consulted :to approve any proposed, nonstructural fill area, In General,- non . structural. fill' areas. will be -acceptable. if located outside of the"zone of. influence" of proposed structures e. g. rear yard fills at least 15 feet from structures and beneath street areas- (deeper than pro- posed utility lines). oversize rock shall not exceed four feet in greatest dimension, shall be placed in lifts not exceeding ' four feet in thickness. 'and 'shall' be placed ~ in' a manner that will not produce "nesting" of the rock. The voids between' the rocks shall be completely filled with fine granular material. No oversize rock 's'hall_' be placed within four feet of finish lot grade nor within the anticipated depth of' utility lines, whichever is deeper. 5.9 M 6.1 V., 6.3 6.4 0 Engineering Observation Field observations by t*he soil engineer shall be 'made, during-- the fill and compaction operations. so . that,' he.: can express his. opin.ion regarding, the con f ormancw.,'-'of the grading with the accepted specifications. Seasonal Limits No fill material shall' be placed, spread, or', iolled",-wh 1 e 6. it is at an..,.unsuit able high moisture content, nor,during unfavorable weather conditions. When the,wor k is inter-m rupted by'heavy rain, fill operations shall-not be resumed~... until field 'tests by t he- soil engineer indicate that the.moisture content and density of.'.f ill are as previous- ly specified-. T. COMPLIANCE CHErKLIST FORM.. 2 .-.~For Low-Rise Residentlal Buildings- ...-(except hotels and motels) 17 -on the form the values for each measure '..,.Step I Enter from your building plan and specifications sheet. ng through the poi t s t~i i' Step 2: Enter points on this page .,wh le ~orki- n ys m n Part 3. Building Shell Measure - Points 2 37 -77 f t *Total Floor Area . . . . . . ... . . . . . . . 1. Slab-on-Ground Perimeter ft; Depth in R- t5 .2. Raised Floor R-Value R_: .3~ Ceiling Insulation or Construction -Value Assembly, R . . . . . . R 4. Wall Insulation or Construction Assembly, R-Value R-~. Glazing Total % Floor, Area Single ~'-Double iple Tr ft2 5. North-Facing . % ft2 IA3 ft2 6. E.ast-Facing . % _. ft2 —00 —f t2 —f tZ -7o South-Facing —f t 2 3-30 to '—f t 2. 2 2 —f t2 West-Facing —f t 1'32- - tt 2- 0 !P, 6 Skylight ft2 —AL—t t2 Shading Coefficient (exclude overhang East . . . . .. SC . . . ... SC South C. West SC d. Skylight SC '11. Horizontal South Overh ang Length -Movable Insulation,- %,Floor Area Infiltration (indicate -Standard or Tight) C7 -Thermal Mass Exterior Wall"The'rmal. Mass R 2' Area, ."Heat Capacity, -Value ft Interior-Thermal'Mass Area;"Heat Capa~ity,;:'R-Value t2, HC, R- -7. :.,15. Gas Furna:ce' Wi t*h6uit':i~i iijeraifoin ':Efficiency) Cooling"'(Seasonal . . . . SE 16. Heat Pump (Energy Efficiency Ratio) EER .17 Cas Furnace with Refrigeration Cooling ISeasonal'Efficiency (SE) Seasonal Energy'- VSE Efficiency Ratio (SEERA SEER 18'. Active Solar '(Net -Solar -Fractiovi,:%) -.'19.', Zonally Controlled-Electric ....... -'Resistance Space Heati 0 IN m "ti"" Water 'Heat ing* es c on, '(Net 'Solar:,Fra' ti %) '2 -*So a up. S 1' r' Wit~-.Gas Pack IC `,-.Other.:Water Heating'(Describe type): to Compliance'Total (viuse, be 'greater than or. e 1'' qua <: - V., ms; not.a.p6int..system measure cUst. ~~e !~hecr I'M - 17 7. -for ef , Iciencies a NSF. tach documentation f nd 1".. i W. I '.V. - t 74 2 ECM-10 SCHOOL FEE COMPLIANCE CERTIFICATION (Government Code Section 53080(b)) This form shall be used to determine the'amount of school fees for a project and to verify that the . project applicant has complied with the school fee requirements. No building.permits for th6 projects shall be issued until the certification is signed re~tu~~ff-e-d—to-f-li'e~Bti'tl-di-ng-D-~-p—af-tm—e~rrt~o-f---th-e~--City --of Carlsbad. PROJECT INFORMATION (To be completed by the"applicant) -~C Project Address: 12 eLisco' A, M4 Project Applicant: 114 1 Af -e_ Pa Pz- rt-_, Project Type: esidential/No. of Dwellings Commer cial —Industrial t: Yes No. Phased Proj4c Building-Permits are for entire proje'ct —Yes No. Square feet of covered or enclosed space J!7-7Z /_4Lze,,.z~ .,Q Plan check or Building Permit No. :If7_6 -7 Official checking form IF Date INFORMATION VERIFICATION (To,be completed by the project applicant) (OR (tJ declare unde,r penalty..of perjury under the Laws of the State of California that I am the project appl ' icant for the project listed above and that the foregoing information'is-true and correcti Executed this day of L 198, at California. by~~ch-e-S~c-hoo-l-Di:s-t-r-ic-t-) 'Applicant has complied with fee requirement under*Government Code'53080. Project is subject to, an exi.s,ting fee agreement. Project exempt from*Government Code 53080. Final Map approval and construction started before September 1 1986. (other school fees paid)* Other School Distric.t Offic* 1: c err, Z, SIGNATURE NAME (PRINT) TITLL 6ATE zza~ PHONE NO. ATTENTION PROPERTY OWNER,: An "owner-builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information in the envelope provided at your 'earliest opportunity to avoid~unnecessary delay in,orocessing.and -issuinq your,building permit. No buildinq~,permit will beissued until th,is verification is received. 1. 1 personally,plan*to provide the,major labor and ma for construction of V the proposed property improvement (yes or no): 'Zi . al s. 2.1 1. (have/have not)_. kz&1 A signed the, -applivaiion for a building permit. 3;-1 have contracted with'the followina nerson'(firm,) to provide the proposed construction:. Name Phone Address Contractors License-No. City I plan to provide porti.ons-of the work,,, but I have hired the following 'person to coordinate,, supervise and provide the rhajor work.* Name Phone Address Contractors Li~cense No. city 5. 1 wil.1 provide some of the-,work, but i--have,,cont . racted,,(,,hired) the following persons to provide the work indicated- Name, 1211,4-. Address Phone TVDe of;work