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Home My WebLink About1898 FOREST AVE; ; CB880197; Permit- USF'BALL'POINT'PEN ONLY '&PRFSSHARD 'l . APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. ., •. .'', • fl tfl 4 hereby affirm that am licensed under C) I _provisions of Chapter, 9 (commencing with. 'I'.Ssction 7000) of Division 3 of the Business cc S-'- and Professions Code, and my license is in fuiiiorce-ai,d 'effect. . r I hereby attirm that I am exempt from the Cont tOrS License Law or the following reason lSec..7O3t .5--' - Business and Prolessions Code: Any city or County wtricr, re- quires a permit to construct, alter, improve, demolish, or . repair any structure, prior to its issuance also requires he ap- plicant 101 Such permit to tile a' signed statement that he is - - licensed pursuant to the provisions of the Contractor's License law Chapter 9 commencing with Section 7000 ot,.''- Division 301 the Business and Professions Code) or that is en- . empt theretrom and the basis for the alleged euemptinn,r,Any' ..violation at Section 7031.5,by an applicant [or a permit sub- - ects the applicant to a civil by of not more than live hun- dred dollars ($500). - T' as owner of the prnprty, or.my'empluyees with wages .as their sole compensation, will do the work, and the struc- ture is not intended or uttered for sale (Sec. 7044, Business - and Professions Code: 'Tire Contractor's License Lav does not apply to an owner of property who briilds,or',in'proves I thereon an'd who does such work himself or through his own emptsyeos. -provided that such improvements are not intend- - 'a- Sea ed or uttered for sale. It, however, the building or improve- Z 3C ment is sold within one year 01 completion.' the owner-builder will have the burden of proving that he did not build or im- prove or the purpose of sale). -F'. ii. i. as owner et the properly. am exclusively contracting - with licensed contractors to construct the prohct.(Sec. 7044. - ..- Business and Professions Code: 'The Contractor's License Law does not apply to aoowner of property who builds Or im ' - - proves thereon, and who contracts for each projects with a - contractor(s) license pursuant In the Contractor's License t']:Asa homeowner-I am improving my home, and the 10110w'. lug conditions exist: -- a-- .. - -• - - t. The work is being performed prior to sale. I - have, lived- in my home - too twelve months • prior to completion of this work. I have not claimed this exemption during the - - --.-- last three years. - S.;' - n • - 0 lam exempt under Sec.' - - for this reason -'' . affirm that I have a certificate or consent to selt.insare. or certificate Ot Workers' Compensation In. ,suranCe. oracertilied copy therrbt tSeC38O0. Labor Code) - POL ICY NO. - •, ', . . - - Z — .1 'Co M PA N Y_, - -. 0 Copy is riled with the - 0 Certihed -copy—is hereby furnished ' - - - - CERTIFICATE OF EXEMPTION FROM - 'Io ,'WORKERS' COMPENSATION INSURANCE to .___a-IThissectiÔfl need not be completed it the permit - C31 1,is br one hundred dollars ($500) or less) - 0 r certity that in the pertormance or the work for- which di-this permit is issued. I shalt not employ any person in any - manner so as to become subject to the Workers' Compen- ., sation Laws or California. 1 •' - NOTICE TO APPLICANT: If, after making this Certificate or Exemption, you should become subject Ix the workers' , 1'- - , Compensation provisions Of the Labor Code, you must : torthwith comply with such provisions or this permit shall -- he deemed revoked.-`t - " - l hereby, altrm that thee iiaconstucto rend 9 'agency for the LU performance 01 the work for which this Per- 0) mit is issued (Sec. 3097.-Civil Code) ZI WI ,.Lender's-Name --'--'-'' -'I L Lender's Address__________________________________ CARLSBAD BUILDING DEPARTMENT : APPLICATION & PERMIT -- - -. 2075 Las Palmas' Dr.; Carlsbad, CA 92009-1915 (619)438-1161' JOB ADDRESS- , ' ' AV, ST. RD. THOMAS BROS NO, DATE OF PLICATI BUSINESS LICEN E # VALUATION PERMIT NUMBER L Tfl , 'A rr ZONE J SUBDIVISION I ASSOR,5LN.& - CONTRACTOR ' CONTRACTORS PHONE C BLOCK . ' , - - • — -* - -- . -- -- OWNER'S NAME , . -' - - - OWNER'S PHONE ' CONTRACTOR'S ADDRESS 7217 OWNER'S MAILING ADDRESS STATE LICENSE NO. BUILDING SO. FOOTAGE -t- eVth 3 /, - DESIGNER - , DESIGNER'S PHONE DESIGNER'S ADDRESS . 17 '4Jcq17 Nc. STATE LICENSE NO. LLf _/1. 1. )dlE,:r*ft 0008 5/20 0101 021oPffit 397.0( -- .--- - - ...........- - -' ''' --•* F/P FLRELEV. NO STORIES" OCCGP EDU CENSUSTRACT KINGSPACE RESUNITS GRADINGPERMIT ISSUED REDEVELOPMENT TYPE 0CC LOAD FIRE SPR '- I,PAf -- . AREA • CON$T - - - Y N s'" D C!I, - -. Y N Not Va/id Unless MachineLertifi& - - - QTY. PLUMBING PERMIT ISSUE QT'. MECHANICAL PERMIT- ISSUE - /5 . . SUMMARY/ACCOUNT NUMBER-. -. * EACH'FIXTURE TRAP ' - 7' INSTALL FURN. DUCTS UP TO 100,000 BTU' , , BUILDING PERMIT 001'810'00-00'8220 - EACH BUILDING SEWER- e • • . -' OVER 100,000 B'ru; - , SIGN PERMIT 001'810'00-00'8221 EACH.WATER.HEATER A ND/OR VENT) '- - , - BOILER/COMPRESSOR -UP TO 3 HP .- . PLAN CHECK -- -001-810-00-00-8891 -- / EACH GAS SYSTEM 1 TO 4 OUTLETS, . BOILER/COMPRESSOR 3.15 HP - , TOTAL PLUMBING 0011 -810-00-00-8222 EACH GAS SYSTEM 5 O MORE , , METAL FIREPLACE - . ' - ELECTRICAL 001'810'00'00-8223 EACH INSTAL.. ALTER, REPAIR WATER PIPE - - -/ VENT FAN SINGLE DUCT - •_.. - - . - — - —. - MECHANICAL -' '- ' 001-810'00-00'8224 ,,f9 - EACHVACUUM BREAKER, I,. ' , ' MECH EXHAUST - HOOD/DUCTS , MOBILEHOME - 001'810'00'00'8225 - WATER S'OFTNERrJ • -- •• - - - I - - . RELOCATION OF EA FURNACE/HEATER -. . -. SOLAR .-' 001'810-00'00-8226' -- - - EACH ROOF DRAIN (INSIDE) - •' ', -. - t DRYER VENT - . - . ..__- - - - STRONG MOTIoN. . 880-519-92-33 - - . TOTAL MECHANICAL - -'-.,Z 7 . FIRE SPRINKLERS 001'810'00'00'8227 \rOiAL,P1uMBING - ' 1' - ---' PUBLIC FACILITIES FEE 320.810.00.00:8740 BRIDGE FEE 360-810-00-00-8740 - OTY: - ELECTRICAL PERMIT ISSUE , $" OTY. - MOBILE HOME SETUP - PARK-IN-LIEU (AREA __L NEWCONST EA AMP-'SWT 81(0 - i/_i -- - CAR PORT - "w" - TIF - '" -312-810-00-00-8835 -: -' - - ----- - - - tPH - ' - ' 3 PH . . AWNING • - /ç" 4 . LA COSTA TIF 311-810-00-00-8835 EXIST'BLDG EA AMP/SWTBKR -. - - - GARAGE FMF -' - 1 PH - • - . 3 PH , -'--.--- -' - — I' - - - -LICENSE TAX - --'001'810'00'00'8162 - - --'• - - .REMODEL'ALTER..PER.CI,RCUIT CV)PMD - MFF 880-519-92-57 TEiPPOIiE 200'AMPS:, ' '- ., . \c C s8 )CID - - :`0 - - OVER 200AMPS ,--- TEMP OCCUPANCY 130 DAYS) s CREDIT4DEPOS11.s 1hZ 2_ 2_a 'TOTAL ELECTRICAV - - ul') - J 4 . - ' •, - - ,. TOTAI.,,--TOTAL-FEES PAYABLE --', I -,3 -' 7 / — I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY Expiration. Every permit issued by the Building Official under the provisions of this * AN 065-IA P1T IS REQUIRED FOR EXCAVATIONS OVER CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code shall expire by limitation and become null and void If the building or work 50" DEEP AND DEMOLITION OR CONSTRUCTION OF authorized by such permit is not commenced within 180 days from the date of such DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT Is . permit, or it the buildin 0 work authorized by such permit is suspended Or 1'uS OVER 3 STORIES IN HEIGHT - GOVERNING BUILDING CON ISSUED: TO COMPLY WITH ALL CITY. COUNTY AND STATE LAWS abandoned at any time after the work is commenced for a rod of 180 days. STRUCTION.-WHETHER SPECIFIED-HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND APPLICANT'S SIGNATURE 0 APPROVED BY DATE KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS, COSTS AND OWNER CONTRACTOR -. Q. BYPHONE £-ad Zl#&vl GRANNGOFTISPERMIT. INSPECTOR /3 - -/ ( ' V 1. TYPE DATE BUILDING FOUNDATION A FIELD INSPECTION RECORD REINFORCED STEEL 74II' Ft(' 'REQUIRED SPECIAL INSPECTIONS - - INSPECTORS NOTES MASONRY ~ INSPECTION REO. IF CHECKED INSPECTOR'S APPROVAL, 5' V' iJst9i' .z - -. GUN ITE OR GROUT SUB FRAME ElFLOOR El CEILING SOILS COMPLIANCE PRIOR TO FOUNDATION INSP 611A • - SHEATHING 0 ROOF El SHEAR Al - - - - co I V V V V FRAME EXTERIOR LATH V V STRUCTURAL CONCRETE OVER 2000 PSI (s INSULATION -- — - -. - -PRESTRESSED - CONCRETE - . INTERIOR LATH & DRYWALL POST TENSIONED CONCRETE PLUMBING FIELD WELDING El SEWER AND BL/CO El PL/CO HIGHSTRENGTH UNDERGROUND -WASTE El WATER 12 W (j SPEIALMASONRY TOP OUT DWASTE EJWATER VVV V • TUB AND SHOWER PAN ___ V .... V•* _VVV GAS TEST PILES CAISSONS - -I V V - - V V V• - El WATER HEATER El SOLAR WATER . ________ (ft V V ELECTRICAL . ___.4_...VVJ__.V..VV.V..V V'.,- V IV ••VV El ELECTRIC UNDERGROUND FFER 1.'6• V V V - --• '--.-- V ROUGH ELECTRIC _______ _ EJ ELECTRIC SERVICE ETEMPORARY • ..'- El BONDING DPOOL V VV : ___ VVV V... •VVV 'MECHANICAL H--. V- El DUCT & PLEM.,, D REF. PIPING V HEAT--AIR COND. SYSTEMS 4/j V V ' V .: V V V : V VENTILATING SYSTEMS o ________ t ALL APPROPRIATE CALL FOR FINAL INSPECTION WHEN ITFM.q AR(V I4d UP RPPN APPRflt/Pfl V FINAL •.C\ 't - V v PLUMBING ELECTRICAL: MECHANICAL \VV. . (\ V V \ GAS - V BUILDING SPECIAL CONDITIONS V - V V V.rVV.V ;VV• V - •• V' V;ç kVc'\f V - V - CASHIER'S VALIDATION ON of (1tartb SEWER PERMIT APPLICATION APPLICANT TO FILL IN SHADED AREA SEWER PERMIT NUMBER SE A'/4.'f ü,/ V - BUILDING PLAN CHECK NUMBER:PC BUILDING TYPE: ('iii7Jj V BUILDING ADDRESS: ./f NUMBER OF EDU'S: CALCULATIONS: V V . OWNER:: .I;:r7 . - I ' V. V . MAILING ADDRESS: V . . . 0002 11/1) 01101 9000 CONTRACTOR:' MAILING ADDRESS: LEGAL DESCRIPTION: V V: VVV V V VVV V V V V CONNECTION FEE V V• VV V V V V 4 / COST PER UNIT ______________ x NO UNITS LATERAL CHARGE: TOTALCKARGES: •VV V PREPARED BY: ASSESSORS ARCELNUM2 10h7. _ VV L(PRINTED NAME) COMMENTS V. . -• - VV:..'Vt. . V VVV V V VVV WHITE: DIPS GREEN: Finance CANARY: Water PINK: Building GOLD: Applicant 7.1 - ' - DEVELOPMENT PROCESSING SERVICES DIVISION.' 2075 LAS PALMASDRIVE . • -' -CARLSBAD,CA'92009.4859.. - (619) 438-1161 MISCELLANEOUS FEE RECEIPT Applicant Please Print And Fill In Shaded Area Only -. - -- . JOB ADDRESS I . PLAN ID-NO. . ' U V[ /" ASSESSOR'S PARCEL NO. / ç - •• . OWNER knrt. AnY24 JaIeçy •. . OWNER'SMAILING - CITY&QQ..-L'D TEL. 14 VALIDATION AREA CONTRACTOR .95 ESTMATED VALUATION 222 CONTRACTOR'S 001-810-00-00'-8821 ADDRESS' . 1J __. .. PLAN CHECK;FEE IF THE APPLICANT TAKES NO ACTION WITHIN 180 DAYS, PLAN CHECK FEES CITY ZIP TEL. WILL BE FORFEITED. .. . . / . STATE . BUSINESS LICENSE NO. LICENSE NO. • - ' -.• - - SUBDIVISION LOT(S) . LEGAL DESCRIPTION - -. . • . .HECK IF SUBMITTED: 4-&uA/DS : • • 2ENERGYCALCS Ei ... - - - .2 1987 ENERGY CALCS -.--FOR NON RESIDENTIAL BLDGS - DESCRIPTION OF WORK f2.tn >&a 2 STRUCTURAL CALCS - ~• . . E] . - 2 SOILS REPORTS' -. 2 SELF ADDRESSED ENVELOPES 34b Lk I77 - - • DATE GIVEN/. SENT TO APPLICANT DATE CONTACT PERSON 6xby fit LA COS 4 ADDRESS . , SC7L FEE FORM •,\ - 72 O r -• - 0:42 f CITY ZIP TEL. .. PCORQi 10 JLIt -) - ~N,~!M !~: CJFICATE\iOCCUPAN 01-i ' O/ .'-,• APPLICANT'S SIGNATURE - DATE .zo ' - . White - File YeIIo- Applicant - -PinI- Finance Gold - Assessor DAILY FIELD REPORT No / Job Name; Pied: RIPE1F ' Project No.:'- . Loca,tIon cJs - Weather: Day: Contractor: i#g'L' °" . Foreman:J:-y . . . Field Technician: D, " . ,- Miles: Hours: Equipment Working Inspection / Testing of FOUI-JATIJ5 Test No. Test . Location. Elevation or Depth' Soil Type. Optimum Moisture Field Moisture Maximum Density : Field ' Density. Rol. Comp. )Oi3 iae rij IS A it1' 78. OuA1c4//4 S 14A we. ')v 7e 4)' ' .71-16 Eiii2('ii1 ,.g,v /A-TwZ ,/?O/,JOO p470i /7r ;> iT// I 71E - 984." ''/ T7k, PIE /J7S 0C 7 JE 5 Z9 -'//'/C4 4'g64 i-I tj 8 &N P EP/V2E / fr'IZôI L ___ Ti-/6 4 i,KZC7 V/ ciEiJ ,Ii O, t,\) '/E 7 ,k' 7 OR __ . ____ --•.._738g..r . aFA F Summary of . . - Operations: . ,. S . -• . Supervisor: • Engineer: Geologist: Todays Yardage: ' . . . . .Yardage to Date: ., .. (i 1146MAUl V, Iit O 't.LW . , . '•. .. S - S - I19.72782 100* (4.77) - - ,. S - ' S , --- •- : : -- . . '-S S - • ,. S - . S 5- I, (TiT It&It Iiigineering, STRUCTURAL ENGINEERING • LAND SURVEYING CIVIL, GEOTECHNICAL, & QUALITY ENGINEERS •• • PERCOLATION & SOIL TESTING 'CONSTRUCTION MANAGEMENt&INSPECTION -• - 2111 INDUSTRIAL CT SUITE A, VISTA, CA 92083 619-727-0282 CLIENT JEFFREY PIRO } Project P1R388 Date 19 May 1988 •• I -. ,• ,•' I • City of Carlsbad z All Building Department 2075 Las Palmas Dr. I Carlsbad, CA 92009 Subject: Foundations for the Game Room Addition located at 1898 Forest Ave , Carlsbad, CA AM:' 156-270-52 ('I Gentlemen Pursuant to your request and and the City of Carlsbad requirements, we have reviewed the Foundation Plan, Grading Plan and Specifications and have determined that the recom- mendations in the Soil Report are properly incorporated into these plans Sincerely, S S Arthur C. Beard. RGE 127 -• •.- S ACB/DPB/emb OFESSI I 47K o,>\ I \ 0 • I •• • , , - I -- / ESGIL CORPORATION 9320 CHESAPEAKE DR, SUITE 208 ' * SAN DIEGO, CA 92123 (619)560-1468 • DATE - '. .- .* •.*' /3 /Q APPIANT - *• '- ISDICTIO 'JURISDICTION: . ' .' PLAN CHECKER 1 ' []FILE COPY : 'PLAN CHECK NO: T 0,q-7 SET: DUPS DDESIGNER - .PROJECT -ADDRESS: /8 '5r'4 PROJECT NAME FI The plans transmitted herewith .have been corrected where • -' necessary- and substantially comply with, the jurisdiction's - building codes 4 P The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified o,j terare resol-ied and checked by building department staff. * The plans transmitted heretih have significant deficiencies : identified on the enclosed check list 'ànd should be correãted and resubmitted for a complete recheck * • The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted -for' recheck. • .-', - * • The applicant's copy.of thecheck list isenclosed for the : jurisdiction to return to the applicant contact person AM'1The applicant's copy of the check list has been to 4sent % /E'Esr OI,4I _ JI * * *_ ' * -,•-' Esgil staff *didnot advise the applicant contact person that. plan check has been cómpletèd. •'• El Esgil staff did advise applicant that the plan check has been completed Person contacted ' - *• '* • ' ' - -I -). •- •' - ' ' Date contacted: __ • " Telephone #________________ "• : REMARKS - ,fE7?I41/Ak /) _I 47-T//p i •.•. •.. • - - I - • - -. .-- .4*'I- - - -* -, * • •- - . -''1 * e~OW e-fl Enclosures.:Y - -'tSGIL-CORpORATN V _• .•. •. Ic-go at C.p,/ZcF T/L-e _/Jo7 "Viv - 'c S,ft•:E1- - 77#t ,j40WI,iJ(- 4,J )_G_ie _ 15 1TTh44oF _7MJ rio ii Rckr). ES -7 AND s/A5 /.4T PRoviAü_ k',rH of 70 1/5 Lcu6, i40 TN'CAePt7_4.4__ . çf_Pj,pA S//otAJ RemElA _aEi rm /472,fr4,W,11'.,i rnv I - - "1\LJIU-_'t7- _ec_wl #4ePr '/7 J SIjL)_)frzM1e -/JEEf-1_AYT6 - _ miseEkl'/i)- I.. I UISDICT1ON:C4",q.4-D - Date ROXCT ADDRESS: /898 /"5r 4v. '0: 6,vo'i Pfr€o - / A/6. C1qufa(,Vrn 9'8' PLAN CORRECTION SHEET '1anr'Deck No.Ae -alT; 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 enegy conservati6n, noise attenuatin and, access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You' may have other corrections based on laws and ordinances enforced by the Planning Department', Engineering Department or other departments. The items circled below need clarification, modification or change. All circled items have 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 vi6latio'n.oe any state, county or city law. A. PLANS 1. Please make all cor:ections..on the original tracings and submit two new sets of prints, and any or plan sets that may have; been returned to you by the Jurisdiction, Z., To facilitate rechecking, please Identify, next to each circled Item, the sheet of the plans upon which each correction on this sheet h, been made,enj return this check sheet with the revised plans. 3. The following-items have'not been , resolved from previous plan reviews. The original correction number has b&en 'given for your reference. Please contact me if you have any questions regarding these items. Date plans received by plan checker 5--5-S8 Date L plan check completed 5'3-8S By 1. 4UE#v AN6jiL . '.' , , • ' •' '-''•'-. y-- ESGIL CORPORATION 9320 CHESAPE KE DR SLITE 208 SA,-4 DIEGO C92123 - (619) 360-I468 - -•.. -. '4.- - a __a , -I. - DATE:. ' - 1p.pi,y Z4 /q&s 2 •' 0 CANT •.. - RISD TION' ' JURISDICTION: -CITY OF CARLSBAD )PTW CHECKER -1 a * ' - 0' COPY .. , PLAN CHECK NO SET UPS 0 DESIGNER PROJECT ADDRESS /898 foe -57 1/f va- PROJECT NAME Pi) ADOITh,P'J - 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 deficien- . * cies identified ' - 'are ",resolved and •• '. ' ,a ,checked. by building department staff.,,... I The plans transmitted Ikrewith have significant deficiencies identified on the- enclosed check' hat and should- becorrectd - and resubmitted for a complete re_check : The check list transmitted herewith is the jurisdiction's copy for your information The plans are being held at Esgil Corp until corrected plans are submitted for recheck The applicant's copy of tlie check list is enclosed for"the L.J. jurisdiction to' return to.the,'appli'can€ contact person. The applicant's copy of the check 'list has been sent to 2 - j-g, 7 92 Do S • ' - - - : - - - Esgil staff did not advise the applicant contact person that plan check has been completed Esgil staff did advise applicant that theplan check has - 'been completed Person contacted Date contacted 2(2I Telephone 7z,3 -g- /*i REMARKS - - 4-' N. 4 - B; /'1IJ' ENCL_ * ESGIL ORPORAON ., ":'- .- ;.*' '-'"4-- 1''' - --- I .- 4---'-- -'_ ' -• 4, 1' - V. V V V ' V •VVV.V V V V - Vt V V V •V * - FLAN CM= ND - 0/477 2L ' FORRD PLEASE READ Pln, check is limited to techziical equirements contained in the Uniform Building Code, Uniform' JURISDICtION:Cli'! OF CARLSBD V Plumbing Code, Uniform Mechanical Code, National, V V V V VVIVV V Electrical Code and state laws regulating energy, onservation, noise, attenuation and access for the V 1 : V V handicapped 'The plan check is based on - regulations enforced by the Building Inspection -, Department. YOU may have other corrections based Aug- V /97k,V V V , - 'on laws andordinances by the Planning Department, V V V , V• V " Engineering Department or other departments V V C,ete,w,Crnii2,ji/?)t9O V V . ' V V V V V V V Present California 'law mandates that esidential V ENCLOSURES:l construction comply with Title 24 and the following V model codes: V fl. - V V V .4 -• 44 - - V V V V V - • V 'V V '• 1985 UBC (eff.' 7/31/87)' V V V V 1985 UPC 3/30/87), V(eff. 1987 NEC (eff. 10/28/87) . •. , V V I PJECIADDRS: 210 (eff. 8/28/87) V UMC V VV V ,V, V •. VV V . V . V V The V above regulations apply to residential ., construction, regardless of the code editions FLOOR AREA: __V _'__• 4adopted byordinance. •. V ' '. '.., '. 4 . V • I' V V: - • V V V, V The circled items listed need clarification, t modification 'oi ,change. All items, have ,to BKI: satisfied before the plans, will be iI conformance. V V ' with the'cited- codes and regulations. Per Sec. MARKS. V V . 303(c),'1985 Uniform Building Code, the âpprâvalV,of the plans does not permit the violation of any state, county or city law.•. V V V V ' , V •'__V •V ' V Tospeedup the recheckproce'ss..'_ note on this list (or acojy)_'whee eachVcorretion item-has ee PLAN _.jjpjçj , ' addressed i.e.,Vplan sheet, _specificatioi etc. Be V V CITY_OFCARLSBAD ' V V suretoenclosethemarked up list whenyousubmit ' V SINGLE F.AKIL.Y AND DUPLEX iRLLINGS"• the __revised plans. Date plans received by jurisdiction Date plans plans received by Esgil Corporation 2-i7-s.V Date'initial plan cheàk completed: V , •, ' V VV• V,, ,, V '2 - 'Z4 _By L,IJ1,iU(V.Vt. Applicant contact person p id)9 r Leo Telephone: 1Zq-9?27.. V , V V . ',VV .' V V V V ' V • VV ,. NDTE PAGE NI6 ARE ND! IN SJThCE AS PAM HAVING NO.r0MS NE)ThG ()RRIONS WERE DLRT V •• V V V ' ' . #4 •V . V List No. 63, Carlsbad Single Family Dwellingand Duplex With All Supplements. (1985 UBC) V. 4 41 . V V . 4 . . ..V _ V V V V , V V V V ''fl' . ' . -'V V V ,, •' 'V V '' V - • V .V V ' 4 , V • P. V V V • - V V V. V V V PLANS . 1(). Show on the title sheet all structures, .pools,,, 7 walls, 'etc. included under this application. 1. Please make all corrections on the original / Any portion of. the project shown on the site tracings and submit two new sets of prints, and - plan that is not included with the building, any original plan seti that may .'have been permit application . filed should be clearly. returned to you by the jurisdiction, to identified as "not included Esgil Corporation, 9320 Chesapeake Drive, l/. Clearly show 'if the lower level is a-baseineiLt Suite #208, San Diego, California .'92123, . * / or a story, based on the definitions in - (619) 560-1468. Sections 403 and 420. Plot the fiiish grade (as defind) Von the elevations and dimension L. Please make all èorrections on the original the distance to the floor above, for story / tracings and submit two new sets of prints, determination I . and any original plan sets that, may have been r 'returned to you by the jurisdiction, to: ' •FIRE PRO'7I0N V The jurisdiction's'building department. 4. Walls closer than .3 feet to property lines V - / .'shall be one-hour rated construction, haveno . Indicate on the Title Sheet ofthe plans, the / openings, andsha1l have 30.inch parapets when - name of the legal owner and name-of person - the building floor area exceeds 1,000 square • responsible-for the .preparation of the plans. V V feet on any floor. - V V Section 302(a)7. V '-, (Table 5-A, Section 1709 (a)). ' All sheets of plans must, be signed bythe .:/3.' Projections, including eaves, may not extend / person responsible ' for their ,preparation. /V more than 12 inches' into the 3 foot setback / -'(California Business and Pr -Code). _ from the pràperty line. Eaves over required V V V V windows shall be not less than 30 inches from 5. Plans, specifications and calculations shall be V the side and. rear property lines. Section V / signed by the 'California V state licensed - 1710 and Section 504 (a) and (b). • I . engineer or VarchiteCt responsible for their . . preparation, for plans deviating from: (4. Plastic skylights shall not be installed - V conventional wood .. frame construction. Specify / V '-openings within 8' of an exterior wall located where V V expiration date of license. (California / in such exterior wall are prohibited V V Business and Professions Code). or required to be protected. V ' V V V V V Section 5207 (a) 7. V - . Specify on the: Title Sheet of theplans the / V 'project VgrossVV floorV area of each element of this. including dwelling, garage, carport, . / Projections, VVincludingVc.eaves, shall be one- hour fire-resistive construction, heavy timber V - patio, deck and balcony. Section 302(c). / or of noncombustible material if they project , V - into the 3' setback area from the property - 0Provide a statement on the Title Sheet Vof the 7 V line. Section 1710. V plans that this project shall comply with Title , V• V V V ,,24 and 1985 UBC, UMC and UPC and 1987 NEC. - 1/6. Show -location of permanently wired smoke V p V Submit fully dimensioned 1 plot plan, drawn to / •' - V detector, centrally located in corridor or • - area giving access to sleeping rooms or above V V scale showing location,-size, and use -of all - V stair if sleeping .rooms are on upper level. V V / V existing and proposed structures on the lot. Section 1210. V . Identify property lines and show,lot dimensions and all easements. Show location of all cut or- .]ft. 'detector A smoke shall be -installed in the • fill slopes. Show finish floor elevations and 7' basement of dwelling units having a stairway ' V show elevations of adjacent finish grade. V V ' which' opens from the basement into the V Show drainage patterns with minimum slopes. . dwelling. Such:detector shall be Vconnected tO V V Section 302(c). '. V - a sounding device or other, detector to rovide - p. . V - - V Indicate distance from property lines to V • an alarm which will be audible in the sleeping areat Section 1210.. V proposed building. Section 302(c). ' )8. - When the valuation of a room addition exceeds V V • VV V ' V / $1,000, or when sleeping V rooms- are created, , smoke detectors shall be provided at existing- V - bedrooms per item 16 above. - V V V VV V..• V V V• - - V . V V V V V V• V V - - V *', V V V V V V - V, - VV • 'V V' - V V V VV V V VVV ! V V V V V - • V:V 12/16/87 - 2 V V -' V V ,V V - V• V V.' VVII V - - - •,_ V.. - -' V - '_lV . V VV - V . - •V V V - V -i-I V I V V V V V •V • 'V V V • V V V - V , - V •V V . it" SIZES, LI. vrILAIIoN AND cLAzmc ' -' 30. Glazing, in. the ,sae 'wall plane asa door,' must be safety glaTzing 'if within 12"of the l. Habitable 'rooms, other than kitchens, shall -", door and " less than 60" above thewalking contain at least 70 square feet of- floor area. ,' surface, unless the glazing is, leaded or At least 'one room shall have not, less than 120 ', faceted glass. Section 5406 (d) 6.1 square feet of floor area. .17.)- st Section 1207 (b)' * .. . 31. Glazing in shower'and- tub enclosures 'shall be ' Window-area must beat least 1/10 of 'the floor' -: '- tempered, laminated or approved plastic (including windows within" 5 feet of tub or ( ' area and a minimum of io square feet.per •'. shower floor).' Section 5406 (d) 5. Section 1205 (a). , Appears to be deficient in 3. 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 leat 5.7 square feet with the minimum openable width 1.• Openable window'area in habitable,rooms must be - " ' 20" and: the, minimum openable height 24".' 1/20 of the floor area ,and a- minimum' of 5 , Section 1204. , •• square feet. In bathrooms, laundry rooms and similar rooms 1/20 of area' is required and' .minimum is 1.5 sq. ft.,.(Section 1205 (a)). - ' ' '3. A mezzanine, is an intermediate floor and' may. ' not have a floor-area exceeding 33 1/3 percent • At least 1/2 -of- the coon wall must be open . - / of the total floor area in the room below. j and have an opening- 'not'less than-25 sq. ft. ' ' The mezzanine,floor must have a clear height norone tenth of thef1oor area of the interior , of 7 feet, above and below, and must have-the room if light and ventilation is being.supplied long side open to' the room below, except for . from-an adjacent room. 1205 (a). Section - ' - posts'. and 'protective walls. or railings not - - exceeding 42" in height Section 1716 33• Required windows shall not 1'open into a roofed / porch unless the ceiling 'height is'at least 7 - 3,4. The loft 'show does' 'not' comply'as •a ,you feet, the longer side is at,least 65% open, and - , / ' mezzanine floor'and ,is, by Uniform Building the porch abuts astreet, yard or court. ' - -/ I Code'definition, a story' Section 1716.'. I' Section 1205 (a)-. , 'Provide mechanical ventilation capable of - p., - TS AIRWAYS, AND RAfl,ThGS - / providing five air ,'changes per hour in 3. 'the Floors above second story-shall have not bathrooms,water closet compartments, laundry ' 7, less than 2 exits. Occupied roofs may have - • .-, ; rooms and similar ,rooms if, required openable - ,' .one exit if such occupied areas are-less-than windows are not,provided. -' Section 1205 (a). - . '500 square feet -and located no higher than - - • - •;" i i ' No habitable room, other than a-kitchen, shall , . immediately above the second story. Section 3303'(a). be less than 7 ,0" in any 'dimension. Section . , . 1207 (c). -: - -'. - ''6. Required exit doorways shall be not less than - . . , . Show that ceiling height fOr habitable rooms is / 36" in width' and not less than 6'8" in height, and shall be capable of opening at,least 90' arninimum of 71 6". Section 1207,(a). -' •' •- ". degrees. Section 3304 (e)., j7. Show ceiling 'height fdr 4 laundry rooms, ' 3,. Provide .; 36" ''high 'protective railing for hallways, corridors, and bathrooms is -a minimum '' - / porches, balconies, 'and open sidesof'stair of 7'0". Section 1207(a). - '- ' - / . 1andings.. Openings between railing shall be ' - • . - ' . '- - 'Dimension on the plans, the 30" clear width for less than 611. Section 1711. - , ' ' ' . -- - .• - -. - water closet compartments and 24" clearance in , 'Show how guardrail conne'ction 'details are , front,of water closet.' 'Section 511.(a). - - / adequate to support 20 pounds per lineal foot at a right angle to the top rail: 'Table 23-B. 29 Specify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent ' . -. to such doors and glazing -adjacent-to walking surfaces Section 5406 4 f-z.ø - - '-1'-.-- -- '.'- • -, - '- S ,•1','' -- ' -- ' I 4'.,' ' - I - ' - ' ' I • - S -' ., • • - • •'5 - -f • - 4- - 'I .1' - 1 'I'- • ' 4' - - - - * - ' '- - - - I - , • S --- ' 4 ' - . - '- 1' '- ' ', ' 1 ' - - '': _ - ' . • - - t ' - • S , ' - -' - '. - • I • . 12/16/87 1' : - - - •••_ * I • - - - I '• . Provide stairway and landing details Section 4. Spir.l stairways may. . not be used for required f 3306 (b) & (c). / exits when the area served4is greater than 400 I -,sq. ft. Se6tion3306 (f). a. Maximum'rise is 7" and minimum-din is 11". 5 . 1 When the stairs serves less than. 10 L. Provide I.C.B.0. Research, Report 'and number occupants, or serves an unoccupied roof, / for -metal stairway, or submit plans and- rise may be 8" maximum and run 9" minimum. -- - / calculations and approved fabricator -. registered -with the 'building .department1 or -b. Minimum headroom is 61 611 ., note thet the stairway fabrication plans shall ,,- - be -submitted' to and approved by the building - c. Minimum width is 36". '• . official prior to installati&n. 'Section L/'• All handrails per 3306 (j), shall .2/7. Inbuildings,over 2 stories in height,.provide " - ( satisfy the following: ' ' / 3/4 hour fire-rated: assemblies for. all .. - I openings in the exterioi wall below or within - Provide handrail for-stairways..with 4 or 10-feet horizontally of an exteriorstairway. ' more risers - - An exit balcony with 2 separated stairways is ' exempt., Section 3306 (1). . Handrail shall be 30" to 34" -above the nosing of treads. - -' , •Z Openings in exterior-walls below orwithiz 10 / feet, measured horizontally, of- anexterior C. The handgrip portion'of handrail shall be stair shall- be protected by self-closing fire - not less than.1 1/4" nor more than 2" in assemblies having a •three-fourths-hour-'fire - - cross-sectional dimension. . . protection rating. - when the stair serves a - - '-- - - floor level having openings in two or.more 4. - Every stairway landing shall have a dimension, 'floors below it. An exit. balcony with,two. / measured in the direction 'of travel, at least - - - separated stairways is exempt. - equal to the stairway width.' Such dimension ' Section 3306'(l). . need not exceed 36 inches. Section 3306 (g),' 3304 (i). - - , 49. Exterior stairways shall not project' into the 3 foot setback from the property lines..' Ly2. A door may open inward at the top step of a Section 3306 (n). - - - f stairway provided the top step is not more than 7 1/2" lower than the floor level. Section O. The walls and soffits of-the' enclosed usable 3304 (h). / space-wider interior stairs-shall be protected S • - . - ' ' - on the enclosed side as required for one-hour Sf3. V.,, Provide details of winding stairway complying fire-resistive construction.. Section 3306 / with Section 3306 (d): a. Minimum tread is 6 inches' at any point and. 41. Within units, sho that" corridors hive a - minimum 9 inches at a point 12 inches from - / minimum width of 36 inches. Section 3305 .(b) . where the treads are narrowest. / - • ROOFING -b. Maximum rise is 8 inches.' t , - S 2. Specify roof slope. - c. Minimum width is 36 inches. ' - * iefe. Provide spiral stairway details, per -Section E13. I Roof slope is not"adequate for roof type 'specified. Table 32-B; Section 32031(h). / 13306 (f): , , ,- - •' a. Minimum run is 7 1/2 inches measured at.a point 12 inches from- where the treads are the narrowest. 5 ' - • ' -' - 'S /4:' Specify roof material and applidatión. - Maximum rise is 9 1/2'inches. ' * Chapter 32. Minimum headroom is 6feet 6 inches Specify I.C.B.0. or U.L. - approval number for ' - - , roof materials not covered in U.B.C., é.g., d. The tread must provide a clear walking tile, etc. Section 107.' - - - - area measuring at least 26 inches from the - - - outer edge of the supporting column to the inner edge of the handrail. - - ' ,', ' * - - ' - 5' ' -S.' - - K '''• --.- 5*fl' - ' '- 4 'S. •, 12/16/87 - - •: - • ,- - - S The maximum slope for a fire retardant built-" / up roof, with rock or gravel surfacing, is 3 / Show a minimum 2" air space and flashing between planter and building walls inches in 12 inches Section 3203 (e) 2 ' Section 2516 (c) 7 The minimum slope for a fire retardant' built- GARAGE AND CARPORTS / up roof, with cap sheet surfacing, 'is 1/2 inch .' in 12,inches., Section 3203 (e) 3. " , . , 70. Garage requires one-hour fir6 protection on the garage side of,walls and.ceiling common to'.. . Specify minimum 1/4 inch per foot roof slope'. the dwelling. 'Table 5-B, 'Section 503 (d). / for drainage or design to support accumulated / water. Section 3207 (a), Section..2305(f) and Section 2511 (d)6. ljl. / All elements supporting floor above garage, 'including walls supporting floor joists, must I " have one-hourfire-resistiveprotection on the Show roof drains and overflows Section 3207 garage side Section 503 (b) ,Provide skylight .details .to show compliance , - V. Show 1 3/8" solid core self-closing door for with Sections 3401 and 5207 or provide I.C.B.0. ' /,openings between garage and .dwelling. Section - '-approval number.- , ' ' ' ' 1 503 (d). " ' . ' Plastic skylights, must be, separated from eacht ,' ;.,7 Garages are not permitted to open :into a room ;other by at least 4 feet. Section 5207 (a) 6. -'. J used for sleeping purposes. Sectiori 1104. I ''i'' V ' 61. Show 'attic ventilation Minimum vent area is , , ti -- 7/i... ' V 'V V•V • V An occupancy separation is not required / 1/150 of -attic area or 1/300 of attic 'area if between carport, and residerice, provided the' V / V at least 50% of the,required vent is at least 3 V f carport is open on two or more' sides and has feet above eave vents orcornice vents. Show 'V f ' enclosed uses above. ,n required area and area provided. Section 503(a) Exception 3. -Section 3205 (c)." '' . , . ,•' . 'V V • V V 7 Show garage framing sections, size of header - V ' VI over garage opening, lateral cross bracing at V plate line, method bracing garage front and '.4 3.' .Provide fireplace construction details or note. '+ holddowns :if required. Chapter 23. / construction to,-be per attached fireplace V 'staridard drawing chapter 37.. -. ' . .. ' , NOTE: Maximum shear ratio is 3 1/2 to L. panel , • . . for height-to-width .-.Table 25I. ' V ' Show V anchored veneer support and connections / "attached to Vwood in Seismic -Zones 3 and 4, ;7. 'Doors 'may open intO' the garage only if the / V .VVcomply with Section 3006(d)1 arid, Section 2515 ,J.. floor or :landingV inVVVVVthe .garage is,not more - (a).' Show 'ties and /fr9 wire. in horizontal ,' inch'lower than the door threshold.., joints f V Section 3304 (h) 6)5. Show height "azid construction details of all. V V7J Provide 'an 18" raised platform for any FAU, f. masonry walls: Chapter 24. - :,' / water heater, or other device in the garage V • ' ' / which may generate a flame or spark. INC •,. , 6. Note that cleanout openings shall be provided .s f Section 508, UPC Section 1310,(a). .. V. V ' at',the.bottom of all cells: to be grout filled V .' , in accordance .with Table 24-G. Cleanouts shall ' ' PJNDA1ION REQUIREMENTS be sealed before grouting, after in.spection.' ' ' - V 78. V V '. Vt Per soils report, note on the plan the soils V Show floor 'and ,roof- connections to masonry classification, whether or not the 'soil is / walls. ' Connection shall resist 200 pounds per V '-"V ' expansive and, 'note -the allowable 'bearing / lineal foot or, the actual design load, - value. Section 2905 V(c).t!,U,L ou.,6 JZgPar'V whichever is greater. Cross grain -tension or bending in wood ledgers is not permitted. ' .' 7ft. 'The foundation' plan does' not comply with the SectionV2310 & 2312 (j)3A. - , V / V soils report recommendations for this project. - ' = / - - - . Please review- the report and modify design, . V Provide details for damp proofing the notes and details as required to show V / foundation walls, below finish grade,'where ' i compliance: I usable space exists on the interior side of the' ' V • V V V V walls Section 1707 (d) . . .'. - V V. '•,,,,,,• .' 12/16/87' . • V :. ' .' V - V - 5 , V V V '' - 'V' - .- .V -, - • V - V • S V ' V Vfl V, ,V• • . V VV - , -, - V . ' VV . t•V - . V - V . V V •, V V V -'V--V '" ' V , . 4 4 4 4 8Proide notes o the foundationln listing Show foundatio sills to be péssurtreat'ed,' / the soils - report recommendation for / -or equal., Section 2516 (c) 3. foundations, slab and building pad preparation - O. Show foundation bolt size and spacing. Provide a letter from the soils engineer / Section 2907 (f) ~,-"plan confirming that the foundation plan,'grading and specifications have been reviewed and - 94. Specify size, I.C.B.0. number and manufacturer -- that it has been determined that the ./ of power driven pins. Show edge and end 'reconniendations in the-.-soils report are / distances and spacing. . properly' incorporated into the construction Section 302 (c).- documents (when required by the soil report). - . • 2. If required by. structural calculations, show The soils report recommendations excavations be / size, imbedment and • location of hold down reviewed by soils engineer. I Note on the , / anchors on foundation plan. Section 2312 (f), / "foundation plan that "Priàr- to the contractor . 302 (c). .; 4 requesting a Building Department foundation inspection, the soils engineer shall advise the - 9/h. If hold downs are required by,calculations, building official in writing that: ' / note on plan that hold down anchors must be - 1 tied in place priori to foundation inspection. - 1. The building pad was prepared in . Section 305'(e) 1. accordance with the soils report, '• . . . Show adequate footings under all bearing walls .The utility, trenches have been properly / and shear wal1s.Section 2907 (b). •. backfilled and compacted, -and 9. Show on the plans stepped footings for - slopes Thefoundation excavations, formings and - / steeper than 1:10. Section 2907 (c). reinforcements comply with the soils -, . . -. report and approved plan." Show minimum 18" clearance from grade to - / bottom Of floor joists and - minimum 12" 3. Show height of all foundation walls., Chapter . clearance to bottom of girders. / 23.- . - - Section 2516(c) 2. - 4. Show height of retained earth oâ'all4foundatjon . 94. Show pier size, spacing and depth into / :wa115. Chapter 23. , - . ,- / undisturbed soil. Table-29-A. • $. If'cut or fill slope's exist, show distace of Show minimumunderfloor access of 18" - x 24". foundation,to edge of cut or fill slopes and 18. Section 2516(c). , - show steepness and heights of cuts and fills Chapter 29. - , - . 9. Show minimum underfloor ventilation equal to 1 - .• - . • '/ sq. ft. for each 150 sq. ft. of underfloor 8. Note on plans that wood shall • be, 6" minimum ' area. Openings shall be as close to corners f above finish grade. Section 2907 (a). • as practicable and shall provide cross - • . . ,. ,. ventilation on at , least two approximately 87. Note on plans that surface water will drain opposite sides. Section 2516 (c),6.* - away from building and show drainage pattern and key elevations. On graded sites, the top ]0. Specify that posts embedded in concrete shall .4.6f any exterior foundation shall extend above 7 be. pressure treated per. UBC Std.-No. 25-12. the street gutter at point of dischaige or the . Section 2516 (c) 1. . . . - inlet to a drainage device a minimum of 12" • . '• - plus 2 percent. Section 2905 (f)0 '2907.-(d) 5. . , FRA1II . . Dimension foundation per U.B.C. Table 29A: . 101 Show wall bracing. Every exterior, wood stud L . . . wall and main cross partition shall -be braced i!loors Footing - at each end at least every' 25 feet of length Supported Depth Stemwall Width Thickness with 1 -x - 4 diagonal let-in braces or -.61 . ' equivalent. Section 2517 (g) 3. -' * 1 - " 12" 12" 6" - 2 - 8" 15" 18" - - • 711 . - - - 12. Note cross bridging or. blocking. Floor jOists * . 3 • 10" 18" 24" 8" ' . / and rafters 12" or more in depth shall be supported laterally by bridging at intervals *Foundations may support a roof in addition to the - not-exceeding 8 feet, unless both edges are, floors. Where, only a roof .is supported, use heldinline. . Sec. 2506 (h), 2517 (a) 6. -, foundation for one floor.' . 4 • - - - ' - - 'I,.' _,•. * -. , - -, . -. 12116/87 6 63. Show blocking at ends and atsupports of floor ~2._Show stud size and spacing Mxirnurn allowable joists, rafters and trusses at exterior walls. . stud heights: Bearing wall: 2',x4 and 2 x 6' - Section 2517 (d) 3, 2517 (h) 6. max. 101 ;, Non-bearing: 2 x 4 max..141 ,,2 x,6, -' max.- 20'.. Table 25-R-3. , l4 Show double joists Floor joists shall be / F doubled under bearing partitions running l3. Studs supporting two floors, a 'roof and parallel with the joists., Section 2517 (d)'S. / ceiling must be 3 x 4 or 2 x 6 at 16" o.c. ,ós. Bearing partitions, perpendicular to joists,' Table 25-R-3. 'shall not' be . offset from supporting'girders, i,Z4. Note' on A.I.T.C. Certificate of Compliance for beams, walls or partitions, more than the 'depth . / - 'glued laminated .wood members shall be given to - of the joist. SectiOn 2517 (d) 5 ' - ' the building, inspector prior to installation. - Section 306 (f). ,1c16. Show rafter,ties. Rafter ties shall be spaced - not more than .4 feet 'on center and be just l5. Detail all post-to-beam and post-to-footing above the ceiling' joists, where rafters and / connections and reference the detail- to the - ceiling joists are not parallel. Section 2517 ' ( plan., Section 2516 (m). - - (h)4. 116.' Detail shear transfer connections;including ].7.Show rafter purlin braces''to-be not less than / -roof'and floor Aiaphragms, to 'shear walls. 45 degrees to the horizontal. - - -' - / - Section 2513— , Section 2517 (h) 5. Section - 108 - . - Show 1/2" minimum.clearance between top, plate , 1V7. ,! Specify' nail size and spacing for, all shear walls, floor and roof diaphragms.' Indicate of interior -partitions and bottom chord of , f required blocking. Maintain maximum-diaphragm trusses. ' (To ensure loading' will be as' '" ', dimension ratios. [Tables '25 I, J, K and ' designed). - - ' . ., ' Section 4713 (d)). ' - - Show double top "plate :jh - minimum 48" lap '' splice. •Section 2517 (g)'2'. - ., ' " , 18. Show 3" x 6" oi 2" x 6" studs in first story "'of three story building. Table 25-R-3. '1/0. Shoi nailing will be in compliance with Table' 119 -Provide -' truss details and truss calculations' calculations- - / - for . - this -project. - Specify truss / iLl. '• ' ' - ' Show or note fire 'stops. at the following - 'identification pumbers on the plans. ,-*La) fW'-iE i-e-FiJ66 OeAkR770d, c'ATE !,i&I**) / locations per Section 2516 (f):' ,. 110. Provide' roof framing plan,-and floor framing - , , plan. Section 302 (c). a. In concealed spaces of ,stud' walls and , partitions, 'including furred --spaces, -at ---'-- '-'-' ]l. -'Provide 'framing sections through ' the ceiling and' floor 'levels and at 10, foot intervals along the length of the' wall; b. at all' interconnections between .concealed, vertical and horizontal, spaces- such as -' - - occur-at soffits, drop ceilings -and :cove ceilings; - . ' ' - . ' Section 302 (c). C. In 'concealed spaces - between stair , j stringers at the top and bottom of the run Specif' all header sizes for opening' over 4' * - and between studs along anth with inline wi wide; wide. Section 2517 (g) 5. the run of stairs if'the walls under the - - stairs are unfinished; 'and '- ,. ' , Provide calculations -for, --main vertical and horizontal'framingmembers and post footings. .' • d. in openings' around vents, pipes, ducts, - I -' Section 302 (b). , chimneys,'firepl-aces and similar openings - - which afford a passage-for fire at ceiling , ' 144. Provide calculations for lateral loads, shear ' and floor levels, with noncombustible / panels, shear transfer and related. - Section * - - -' - materials. 302.(b)' - - - - , 7 12/16/87 4, -. '. -- ' - I ' '• •- ,,' - 12$' Show on the plans all structural requirements 2 MECHANICAL (UNIFORM MECHANICAL; CODE) / developed in the structural calculations. . ', •' • Section- 302 (c). (See comments below or at -A11 heating, ,ventilating, and cooling systems and. end.). - . . - '5 ,. Th appliances shall comply with the Uniform Mchanical 1216. Columns and posts located on concrete or Code. . / masonry floors or decks exposed to the weather. l%9. Show the size, location and type of all or to water splash :or in basements and which / ,heating and cooling appliances or systems. support permanent structures shall.be supported by concrete piers or metal pedestals projecting source of combustion air to furnace, per above floors unless approvèd wood of natural - ' YO.Show - '- - Chapter 6, UMC - - resistance to decay or treated wood As used - - - •-- Section 2516 (c)'4.- ll. Every dwelling unit shall be provided with /. heating facilities capable of maintaining a 13(7.. 'Individual concrete or masonry piers shall '- room temperature. of 70 degrees F. at 3 feet project at least 8 inches above exposed ground . - ' above the floor in all habitable rooms. Show' unless the columns or posts which they support ' basis for compliance.. IJBC, Sec. 1211. are of approved wood .o5 natural resistance to •- , r - ' - decay or treated wood is used. - . . * 11412. Show '.minimum 30" deep unobstructed working Section 2516 (c) 4. -. . ' / ,space .in,front of furnace. Section 505, UMC 18. Show location of attic acces with minimum size - 113 Note on plans "clearances to be per / 22" x 30". Section 3205. I. manufacturer's: listing. Section 504, UMC. .119. Show draft separation for attic :areas between' 144. Furnace shall nat be installed in any bedroom,- / unitsd.n a duplex. Section 2516 (f). '. 'S / bathroom or in aclosetor confined-space with access only through, such ,room unless 130. Specify plywood-grade and panel identification specified as direct --vent appliance, enclosed • 'index. Table 25-N. •- •, . . - furnace or electric heating appliance. - - Section 704 UMC. . . 1'l. When roof pitch is less than 3:12, design ridge / as-a beam. Section 2517(h). . •. - - .- . 1416. . , •/ Show I.C.B.0 approval ni.imber for prefab fireplace. If foundation cripple wall studs are less than / 14' high, framing shall be solid blocking. ,- 14. Show access to the'attic àr underfloor furnace f. Section 2517 (g) 4. .•• / to be minimum 30 inches by.30 inches. Cripple wall' studs exceeding 4 feet in height . Section 708 & 709 UMC. '. . . / shall be .3. inch by 4 inch - or, 2 inches by 6 . . . 1/il. Note that ,passageway, to the attic furnace inches when supporting 2 stories. . . I, shall be unobtructed and have' continuous • Section 2517 '(g) 4. ........- - . solid flooring not less than 24 inches wide. Section 708 UMC. ~4. Show plywood sheathingover 'exposed,eaves, or other weather exposed areas, is exterior grade. 18. Show permanent . electiical outlet and lighting Section 2516 (i). - f fixturd controlled by a' switch for the attic . furnace. Section 708 UMC. - 11B5. Show a weep screed at the foundation plate line . p - / •on all exterior stud walls to be stuccoed. Show details to comply with Section 709 for I Section 4706 (e). / - furnaceunder,the floor, 0r 'Section 710 for 1. roof or.outsidi furnace. . , 1316. Detail truss layout for 30" x 30" attic access, . . . 7 if required for equipment in the attic. . l0. Note on plan: Gas vents and noh-combustible -.5, . . . . . - / piping, in walls, passing through-three floors 1,7. Ridges, hips, and valleys,shall be'at least one .- I or less shall be effectivly.draft stoppe'd.at f size larger .than supported rafters. -Section each floor or, ceiling. - 2517 (h) 3. - •, UBC, Section 1706 (a) 6. -- 118. *2501 5 In open beam construction," provide sthp ties across the beams at the ridge support. Section . iSA. Provide dryer vent to outside. UMC Section 1903.' - . S / - (b) . / • -[ - - - 4 - '-'.5. . I - - ,• S • , , . S -- - - -., - .- . . 8 12/16/87 7 S S . • -' 5 - 5- . - . .5 - , S .KCTRICAL (NAflONAL .rRICAL(X)DE) ' l4. Shoi, shower stall can, accommodate 'a30" circle and has a minimum floor area of 1,024 sq. in. All wiring shall complywith tfieNational Electrical UPC 909 (d). -' Code. • , NOISE INSULATION (IXJPLCFS) 152 Show on the plan _the amperage of the electrical service, the location of the -service panel and 105. Show details of duplex common (party) 'walls the,location of any sub-panels. - and floor/ceiling assemblies •to achieve a .° Sound Transmission Class (STC) rating in walls 1%3. Show location of all electrical receptacles. of SO decibels and an Impact Insulation Class' /I (IIC) rating on floor/ceiling of 50 decibels. Electrical receptacle 'locations and/or spacing Title 25. 154. 7 is, not adequate in_____________________________ -••. - 16. Show how penetrations of assemblies for, piping,electrical devices, recessed cabinets, .1 bathtubs, soffits, orheating ventilating; or - ' exhaust ducts shall be sealed, lined," or - - , insulated to maintain required- sound , 1 5. Show at least one convenience outlet other than transmission rating. Title 25. / , outlets for-laundry, etc.,,outdoors, ingarages and basements. NEC,Art. 2l0-52. 1f7. Provide insulation in walls and ceiling to 156 - achieve STC of 50 between garage and living • area 'if garage use is 'not controlled by , Note convenience outlets in bathrooms,kitchen - counter top(s) -within 6- feet of the kitchen 7 resident. Title 25. • ,sink. outdoor, and- in garages' and basements • (other than for laundry, and 'similar equipment) ThY COnSKKvATION: PLEASE READ -. shall be GFI protected. NEC, Art. 210-8. ' 157 • Note' electrical system ground to-be provided '', State regulations (California Admin. Code) require that the design satisfy one of - the attached per NEC, Art. 250-81. OJL,V ' alternative;energy packages or submit calculations. - - - , The 'law alio requires that many., mandatory. - - - -. PLUMBINO (tJNIYoIi PLUMBING )E) - - - conservation items be satisfied.,, ' , • ' - - 18. I - Show water heater size, type and location on '- 1?8. On the title sheet of: the plans, provide a plans. UPC, SectioC 1301. - , I, summary of the -design features for this project (i.e., R-values, glazing, shading - - - 159 Show source for providing combustion' air to - ' devices, thermal mass, HVAC efficiencies, - fuel-burning' water heater. If wall openings in - - etc.).' - --. - , an enclosure' are used, at-- least one-half of the .:,, required opening area shall extend into the 1,69. Show on the plans the "R"value 'for the walls, upper twelve inches of,' the enclosure and one-' ' ,! - .- floors,-' *ceiling and related areas. - half within the lower twelv& inches. UPC, Section 1307. - - ' - ' 170 Show double glazing as per Energy Design, on - - -- - ' - Glazing Schedule. tbog, ,.4i ' 1P. Fuel combustion water heater 'shall not be ' 1. -. installed in bath or bedroom or, in a closet , 91. Show-on- the plan how shading requirements are opening- into bath or bedroom. UPC, Section '- ' - satisfied.*,", 1309. ' ' ' - ,-....•' ., :. ,. , - Show on the plans the thermal mass areas as Provide adequate barrier toprotect, -water indicated .in the energy documentation. • * heater from vehicle damage. UPC, Section 1310. .. - 514J c&-r Show.T and P valve on water heater 'and show .'route of discharge line to exterior. , ' - - 4 -. -• , - , UPC, Section 1007(e). () Note on the plan that hose bibbs and lawn sprinkler system shall have" approved báckf low ' prevention devices. - UPC, Section 1003(h) & • - - 4- - , .,* 9 - , - , - .- 4 - -. ' ---• *4, . - ' i' - -. - - • - _, - -' - - -- - , - • - • , ' - ' - • . .' - - ' •' 9 12/16/87 '-, - -. A , , • S - - ' • - •' - - - • - • - . - ' - 1 .. 131 The plans are not in compliance with the energy., 1ft4. Incorporate the waterproofing details, on the / 'conservation compliance package selected or, / . attached Policy 80-8, where interior living design calculations provided. Show on plans space occurs below . grade at the masonry conformance as follows:wall(s) Show on the Title Sheet on the plans, the / information' requized by the attached , .' : Developmental Services Sheet 112383. 114 The glazing area on the plans exceeds"thatt new 'residential buildings, including (B shown in the documentation or allowed in the .additions, additions, require a soils report Please package'selected Glazing area includes rough submit two copies. openings of windows and the full size of french doors. ,. 1'7. Heavy timber framing, minimum 6"..x 10" beams / and minimum 8" x 8" post, for the structural (175) Specify on the building plans all of the beam and column suppofting the fire separation \...J mandatory energy conservation requirements as between the garage and living area labove, is listed on the enclosure titled; "Mandatory : acceptable if shown on. the, plans. -(city Energy Conservation Requirements".. . . . • policy). , 1/6. Show the make, model and effiincy of the . h8. UBC Adopting' Ordinance 8792 . requires Fire ] space heating (or.cooling) system and provide . . Retardant roof on all structures (Sec.. . heat loss 'calculations if the output exceeds - ., ' 18.04.230). Show compliance with UBC Section , 45,000 BTU/Hr 3203(e) 1j7. / For room additions, show that the glazing area' does of'the addition:' not exceed 16% of the l9. City! Ordinance' '9792 requires two parking 'i.e. . / '-spaces/unit with' clear' area of 201 x20' no I newly-conditioned floor area,., plus glazing washing machines, etc Show compliance removed or relocated due to the addition 170 Please see additional corrections, or remarks, CARLSBAD S.F.D. & IJPLC &JPPL1 ' , on the following page.. • Energy design should be for Zone , ' .conservation The City of Carlsbad has . contracted with'Esgil 7' t 7 . See attached energy packages. . ' Corporation' located at 9320 Chesapeake Drive, Suite ' 208, San Diego,' California- 92123; telephone number 179. Floor' drains must - have 'auto-prime (city of 619/560-1468, to perform the plan check for your / policy) project If you have anyquestions regarding these -- plan check items, please contact__________________ • 10. Note exhaust fans cannot idiitless typO (aity .7 policy). 1 / 1. New residential' - units must be pre-:plumbed for' at Esgil Corporation. If you have any questions future solar water heating. Note "two roof regarding City Building permit procedures, please jacks must beinstalled" where the water heater , 'contact Carter Darnell at the City of 'Carlsbad, is in the one story garage'and directly below 1200 Elm Avenue, telephone .619/438-1161. . . the most south facing roof (City Ordinance No.' . . 8093). , ' •-' ' ' ' Thank you. . .' . . 12 , Note "two 3/4" copper pipes must be installed Enclosures / to the 'most convenient future solar panel location when the water heater is not in a, one 1. . ' ' ' ' • story-garage and is not directly below the most . south facing roof. (City Ordinance No. 8093). - . • , -•, . 43. - ,' 'All •piping' for present or future solar water - • ' ' ' •, - 'heating must be insulated when in areas that ' ' • are not heated or cooled by mechanical-means . (city policy). 1 , -. .• . -. ' - .1'' '' 4 4 a, ' . - 5 ' . . ' •. .'• , ' -' - 4 a , - ''• • ' 12/17/87 10 . •. '.. ''a. '1 1,, = * 4 '4 a' ' ' ' - ' •' - . ' ' • ' ' " . .' ' '' ' ' ' ' - . - . ' L. .. - Date a2 24- CITY OF CARLSBAD Prepared by: B1d. Dept & LL1 VALUATION AND PLAN CHECK EE 0 Esgil PLAN CHECK NO. _ta.—ori BUILDINGADDRS - A 6/'e.E.Sm/iit * APPLICANT/CONTACT • ,PHONENO BUILDING OCCUPANCY - DESIGNER PHONE_____________ TYPE-OFCONSTRUCTION V'J CONTRACTOR PHONE_________ 4 Building Permit Pee S 33a OO Plan Check* Pee .- '-• * •- * - '• *•*-• COMMENTS: •• - - Plans received b Esgil after July 31 1987 shall have permi a'nd: plan check fees calculated per 1985 UBC - SHEET _OF_______ F12/87 - I - - •• • • r- • - :. - , -. _- ____________r-_ . -- _- _• - - • 4 .4.. ENGINEERING CHECKLIST , - ' LEGEND Date:" . Item Complete PIanCheckNo. c55,q7 '• , .. - Project Address:J598 Av ' complete - NeedsYour Action Project Name: • '• h - - 1,2,3 , Number in circle Field Check . ate. idictes plahcheck By: •'• - number that deficiency > ) .> 4was identified -•. .','••• .-.- 00 CO CO a) D a. W . - - - •. - LEGAL REQUIREMENTS • - - . , •.: • SitePlan a a * •.-. -• --• • - - 4.• ,. -. •• ,• • *. ..,• ' •••' .: :- 1. Provide a fully dimensioned site plan 'drawn to scale."' Show: North F-1 ' arrow, property',, lines, easements, existing, and proposed • structures, streets, existing street improvements, right-of-way ,: . width and dimensioned setbacks. ••, 4 4. - • - •• 2. Show on Site Plan Finish floor elevations; elevations of finish / . grade adjacent, to building, existing 'topographical. lines, existing and proposed slopes, driveway and percent. (%) grade and drainage -. . patterns. - •- - TT 3 Provide legal description of property - ,,. .4. 4 Provide assessor's parcel number PERMITS REQUIRED - - - ••_3 •- : + "I Grading I EJ E 5 Grading permit required (Separate submittal to Engineering Department required for Grading Permit) - 6.' Grading plans in1p1an check PE__________ 0 fl 7 Need the following completed priori to building' permit issuance 0 A Grading plan signed B Grading permit issued C Grading completed D Certification letter and compaction reports submitted -. E Grading inspected and permit signed off by City Inspector. 0 - - ,8. Right-of-Way Permit -required. for work in public right-of-way - (e.g., driveway- approach, "-sidewalk;. connection to -water main, etc). - . • - . - - • . - S . • 01 1 4 9 Industrial Waste Permit application required To be filled out - completely and returned to Development Processing -•,_;-• *-•- . ' '.' - -' - , . . 4 - c• 4--,- FEES REQUIRED ffl fl 10 Park-in-Lieu fees required Quadrant Fee Per Unit - , Total Fee th 11 Traffic impact fee required Fee Per Unit: --------- Total Fee: 0 12 "'!Bridge and Thoroughfare fee required.. Fee Per Unit Total Fee LJ 0 13 Public facilities fee required : 14.7 Facilities management fee required. Fee: 40 1_I ls.:Additional EDU's required: 'kea4B, AaZ . Sewer connection fee: SewerOpermit no 0 16 Sewer lateral required REMARKS: : 0 K to Date:` ate If. you have any questions about any of the above items identified on this plan check, pleasecaII the Development Processing Department at 438-1161 - k z TV VVJ - * ) W Q) - PLANNING CHECKLIST * V V V V VV.4 .V V .V VVV , V. - - - Plan Check No C8 880M7 - 'Address 18?8 'ts - AvE -Type of Project and 'U se 5 F V> >. W > V *VV . VVV .: V V•¼VVV V V V V• V Zone). R J V V Use, Allowed? . YES V' ' NO V V• V Setback Front OK Side OK Rear fl Facilities Management Zone I V V V SchooV District: San Dieguito V V - V V Encinitas AA 2 VV V Carlsbad K San Marcos a 9 9 [--.Jr Discretionary Action Required YES NO- Type 9 9 9 Environrnntal Required YES NO: 9 9 9 Landscape Plan Required YES NO Comments O 0 fl Coastal Permit Required YES NO K a Additional Comments V., ¼ • V V V - V - VV V V ' V V V VV VIVVVV V V VV VV V, -V , V V V , - '• V • V V 'V - 'V ¼ V - _VVV '• VVVVV •V 4 V V V V ' . V - V - V 'V V V V V V V V V V V• V . J'VV .VV V V V V V V V •VV V V V V V V ' V ' . VV OK TO ISSU DATE a- V •Vj V V. V V 'V _VV)%V. V 'V V_ V V V V V 'V - •V VVV V.VV V V. * V V VV V - 4;, V V V V V V - •V ,r VV *VIV r V VV VV •VV V V . 4 VV - V V r V V VV VV V 7T\IPIP. . (_• A IPI. IIIfpIICCrIIIfJ, IllC \9 CIVIL GEOTECHNICAL & QUALITY ENGINEERS - STRUCTURAL ENGINEERING LAND SURVEYING PERCOLATION & SOIL TESTING -' •CONSTRUCTION MANAGEMENT S INSPECTION .. S 2111 INDUSTRIAL CT SUITE 'A', VISTA, CA 92083 6197270282 CLIENT JEFFREY PIRO PROJECT: P1R388.' .. DATE: 8 APRIL 1988 Mr. & Mrs Jeffrey Piro 1898 Forest Avenue Carlsbad, CA 92008 S •S S Subject Subsurface Soil Investigation for the proposed game boom addition located at 1898 Forest Avenue, Carlsbad, CA (APN: .156-270-52) ... S Dear Mr. & Mrs. Piro:- Per your request, we have completed our Field Investigation and Laboratory Testing o-f the subsurface soils at the subject site Our Investigation included inspection, sampling, and testing of the subsurface soils for the purpose of providing design and construction criteria for site earthwork, slab on-grade floors, and building -foundations Enclosures to this Report are as follows: a Plot Plan with Test Pit Locations., Encl..(1) b Log of Test Pit., End (2). C. Compaction Test Data, End (3). ' -. 4 It cIt ilisgineering, Inc. \ CIVIL GEOTECHNICAL & QUALITY ENGINEERS . STRUCTURAL ENGINEERING LAND SURVEYING PERCOL.ATION&SOIL TESTING S CONSTRUCTION MANAGEMENT& INSPECTION 2111 INDUSTRIAL CT SUITE 'A VISTA, CA 92083 ' 619-727-0282 I I N CLIET JEFFREY PIRO PROJECT: P1R388 DATE 8 APRIL 1986 FIELD AND LABORATORY TESTING On 31 March 1988, one exploration test pit was 4excavated at the site by hand. This test hole was dug --to an approximate depth 'of'40 inches bel'ow the existing ground surface. 5 The location of this test pit is shown on the Plot Plan. Enclosure (1), and the detailed logs of the subsurface si is encountered are presented on Enclosure 2) Undisturbed and bulk samples, as well as in-place density tests.., were obtained at various depths representative 'of' the different soil hori:ons Results of the in-place compaction tests, and the maximum density test values, are detailed on Enclosure (3). SUMMARY OF FINDINGS, CONCLUSIONS, AND RECOMMENDATIONS The.following Summary is based on the analysis of all data and' information obtained from our Soil Investigation conducted on the site. This included our visual observations during test - -2- (j II&II IJngi:ieerii,g, Inc CIVIL GEOTECHNICAL & QUALITY ENGINEERS STRUCTURAL ENGINEERING LAND SURVEYING PERCOLATION & SOIL TESTING . . CONSTRUCTION MA NAGEMENTa INSPECTION .. 2111 INDUSTRIAL CT SUITE 'A VISTA, CA 92083 619-727-028L2 - . CLIENT: 1 JEFFREV PIR * PROJECT: PIR388 ... DATE: . 8 APRIL 1988 . . . • • . • explorations, laboratory tests on -soil samplesobtained and our general knowledge and experience with he encountered soil types. GENERAL SOIL CONDITIONS . : • In general, the site was found to be sloping to the southwest at an average of 27 with some vegetation and trees e'<posed at the surface. There is*also an existing wood fracne.house located on the easterly portion of the lot As indicated by our Test Pit Logs, Enclosure (2), the site is underlain with 0 to 4 inches of damp, loose, silty SAND (Topsoil) Underlying the topsoil is an undetermined depth of damp, dense, silty SAND (Terrace Deposits). Relative compaction appeared to be increasing with depth in th Terrace Deposits. .. Groundwater or seepage was not encountered in any e'ploration test pit or boring . _,. . . . . . • . . . : ... . f• _,•)_-• - .• . \• .. - .- . • . ., . • 4 - . • - .,- r (TIT It&II iigIiwcrii'g; 11w 'STRUCTURAL ENGINEERING • LAND SURVEYING . . : CIVIL, 0E0TECHN1C4L, a OUALIENGINEERS . PERCOLATION & SOIL TESTING .CONSTRUCTIONMANAGEMENT& INSPECTION 2111 INDUSTRIAL CT SUITE 'A VISTA, CA 92083 , 619-727-0282 ............... : CLIENT. JEFFREY PIRO - . PROJECT: P1R388• . • DATE: 8 APRIL 1.988 S CONCLUSIONS AND RECOMMENDATIONS S . . . . . . - Based on the field data and our laboratory test results, the following Conclisions and Recommendations are presented and are to be utilized in conjunction with the Grading and Improvement -Plans: - . • . S S . - -S ''S S . • S. - •• All grading shall be performed in accordance with the applicable recommended grading specifications contained in this Report and the City of Carlsbad Grading Ordinance Site preparation should begin with the removal of any trash., debris., and other deleterious matter. These materials, as well as vegetative matter, are not suitable for use in structural fills and should be exported from the site Also, the existing structures and any subsur-fae structures such as cesspools, wells, - - S A... •• or abandoned pipelines, which are uncovered during the grading operation, shall be removed or * back-filled in accordance with the requirements o-F'the City of Carlsbad. All on-site earth materials are considered suitable for use as compacted fills; however, the loose Topsoil occurring -4- (T1 It&ItLiigieering, fiie \ CIVIL, GEOTECHNICAL, a QUALITY ENGINEERS STRUCTURAL ENGINEERING • LAND SURVEYING V • PERCOLATION& SOIL TESTING CONSTRUCTION MANAGEMENT& INSPECTION '. 2111 INDUSTRIAL CT SUITE 'A', VISTA, CA 92083 ' 619-727.0282 .; CLIENT: 'JEFFREY PIRO ••' PROJECT: PIR388 , ' .' •- DATE: 8APRIL 1988 ' throughout the project site shall be scarified and recompacted to a minimum depth of 18 inches or to an elevation where firm natural ground soils are encountered V ',• V '' V '' '' ' '. V ,,. 'Vt . Structural fill should then beplaced and compacted' in , thin ' layers (6 inches or 'Fes) until final elevations arereached.' All - structural. fillshallbe'compacted to at least 90% of maximum dry: density at near optimum moisture content as determined in accordance with ASTM Test Procedure D,,1557-70... V , , V V V ,, 'V ,••• ' V In general s the native site soils were found to have a low expansion potential according to Table 29-C of, the Uniform V, ' -V • , V • ' '" ' V V ,, , V - t VV ' V Building Code'" therefore, no additional foundation and slab designs are considered necessary. Foundations shall be sized and constructed in accordance'-with V the recommendations V VfounVd in the • U.B.C. for a single story structure. V •- •',' V :• V , •• V V.-' 'V V V V • V - V All cut and fill slopes should be planted with lightweight, deep rooted ground cover to prevent erosion. V V' V • -5--- V V, • V V V , V V ( , V V V - V •, V (iT ItItinginecrillg, fiie - \, CIVIL GEOTECHNICAL & QUALITY ENGINEERS . STRUCTURAL ENGINEERING LAND SURVEYING . PERCOLATION & SOIL TESTING . - • CONSTRUCTION MANAGEMENTS INSPECTION . 2111 INDUSTRIAL CT SUITE 'A VISTA, CA 92083 .619-727-0282 CLIENT- JEFFREY PIRO PROJECT- PIR38B DATE: 8 APRIL 1988 r There were no obvious geologic hazards or-.other unusual soil conditions detected during the investigation which would preclude development of the site as described herein. FOUNDATIONS The proposed single-story structure for this project can be supported on conventional footings. and slabs on-grade and/or raised floors. For foundation design purposes, an allowable bearing strength of 1500 psfmay be utilized for all continuous or spread footings founded dense native soils or eon-site soils compacted to 90/ relative compaction per ASTM. D 1557-70. This design bearing value is in accordance with the Uniform Building Code and was calculated based on Terzaghis Formula. -6- - (Tj It&ItI?iigineering, !i,c CIVIL GEOTECHNICAL & QUALITY ENGINEERS • - STRUCTURAL ENGINEERING LAND SURVEYING \t? PERCOLATION & SOIL TESTING . CONSTRL/CTIONMANAGEMENT& INSPECTION . S 21I1 INDUSTRIAL CT SUITE 'A, VISTA, CA 92083 619 727.0282 CLIENT JEFFREY PIRO PROJECT- P1R388 DATE: 8 APRIL 1988 It S . S S •. is recommended that the continuous perimeter foundations and concrete slabs be rein-forced in accordance with the following design S S 5 ' . S a. * S S The continuous perimeter foundations. shall . ..S extend a minimum depth of the 12inchesand a. 5 . : minimum width of 12 inches into the compacted 55 5 5 5 fill The continuous foundations shall be S reinforced with at least .two No. 4stee1 bars, '• - S S one bar shall be.placed 3 inches from the top of the foundations and the other bar shall be S S p1aced3 inches from the bottom. . • S 5 5 S b. All concrete slabs shall be a minimum of four •. 555 inches in thickness and reinforced with a minimum of No. 10., 6" X 6", welded wire mesh. In order to minimize vapor transmission, an impermeable membrane (ie: visqueen) should be placed over the native slab subgrade soil The membrane should be dvered with two inches-', S ._. 5,5 S • 5 5 5 .i 5 .' - - * S S S • - - • - : ' - . - .5 ('Ti:: It&It I?ngi,,ecri:ig, Inc ' STRUCTURAL ENGINEERING • LAND SURVEYING .: CIVIL, GEOTECHNICAL, a QUALITY ENGINEERS . PERCOLATION & SOIL TESTING CONSTRUCTION MANAGEMENT& INSPECTION - 2I1IINDUSTRIAL'CT SUITE 'A', VISTA, CA 92083 619-727-0282 CLIENT.. JEFFREY PIRO PROJECT: PIR388 DATE: 8. APRIL 1988 . . of sand to protect it during construction and . the sand should be lightly moistened just prior to placing concrete All concrete used of this project stall have a minimum compressive strength of 2000 psi unless otherwise stated on theGrading Plan - . . .. .. . . 0 If imported soil materials are used during grading to bring the building pad to the design elevations, foundation and slab design shall be reevaluated by our firm upon the completion of the rough grading operation Footings located on or, adjacent to the top of slopes shall be extended to 'a sufficient depth to provide a minimum horizontal distance of 5.0 feet between the bottom edge of the footing and the face of the slope. - .00 . 1. -- • 0 - - * All drainage shall be in conformance with the Grading Plan 00 0 - • and the applicable grading ordinance .. - - 78- 0 -• 0 . - -. - •0 7fT ItliIingineeriiig, liw CIVIL GEOTECHNICAL & QUALITY ENGINEERS STRUCTURAL ENGINEERING LAND StIR VEYINO - PERCOLATION& SOIL TESTING CONSTRUCTION MA NAGEMENT& INSPECTION. 0 S 2111 INDUSTRIAL CT SUITE 'A, VISTA, CA 92083 619-727-0282 CLIENT JEFFREY PIRO PROJECT: .P1R388 DATE 6 APRIL 1988 LIMITATIONS AND UNIFORMITY OF CONDITIONS The analysis and recommendations submitted in this Report are based in part upon the data obtained from the test pit excavation per-formed on the site and our experience and judgment. The nature and extent of variations between the test pits may not become evident until construction. If variations then appear evident, it will be necessary to reevaluate the recommendations of this Report Findings of the Report are valid as cf this data; however, t changes in conditions of a property can occur with passage of time' whether they be due to natural process or works of man on this or adjacent properties. In addition, changes in applicable or appropriate standards occur whether they result from legislation or broadening of knowledge. Accordingly, findings of this Report may be invalidated wholly or partially by changes outside our S - control Therefore, this Report is subject to review and should not be relied upon after a period of three years -9- • S - - S - - • S S - - S • -•• - :_S -, - - • . 0 - • 0L0• - '0 (T ItIiIsugiuccri"g, inve C, VIL,GEOTECHNICAL,.SQUAIJfl' ENGINEERS S. \ 'STRUCTURAL ENGINEERING • LAND SURVEYING . : .. PERCOLATION & SOIL TESTING CONSTRUCTION MA NAGEMENT& INSPECTION ' • .' • ' s. 2111 INDUSTRIAL CT SUITE 'A', VISTA, CA 92083 619-72 7-0282 CLIENT: JEFFREY PIRO PROJECT: P'IR388 - '• .•' ' " PATE: 8 APRIL 1988 In the event that any changes in the nature, design or location of buildings are planned, the conclusions and recommendations coñtinued in this Report shall-not be considered valid unless the changes are reviewed and conclusions of this Report modified or verified in writing This Report is issued with the understanding that it is the responsibility of the owner, or of 'his representative, to ensure that the information and recommendations contained herein are called to the attention a-F the Architect.' and'Erigineer for the.-: project and incorporated into the plans, and that the necessary steps are taken to see that the contractor and subcontractors carry jut such recommendations in the field U ' . . • :_. The Soil Engineer has prepared this Report for the exclusive .,' use of the client and authorized agents This Report has been prepared in accordance with generally accepted soil and,foundation engineering practices No other warranties either expressed or implied are made as to the professional advice provided under the terms of this agreement, and included in the Report. - - U - U ,,, 'S ' ' 1O' ' •:•, S ' - ' - Itlt1'ngineerIng, 11w STRUCTURAL ENGINEERING ... CIVIL, GEOTECHNICAL, a QUALITY ENGINEERS EERING • LAND SURVEYING PERCOLATION a SOIL TESTING CONSTRUCTION MANAGEMENT& INSPECTION 2111 INDUSTRIAL CT SUITE 'A', VISTA, CA 92083 619 7270282 CLIENT: JEFFREY PIRO PROJECT- PIR38B DATE: 8 APRIL 1998 It is recommended that the Soil Engineer be provided the opportunity for a general review of final design and specifications in order that earthwork and foundation recommendations 'may be properly interpreted and implemented in the design and specifications. (If. the Soil Engineer is not accorded the privilege and making this recommended review, he can assume no responsibility for misinterpretation of his recommendations). B & B Engineering Inc.. appreciate this opportunity to be of service Should you have any questions regarding this project, please do not hesitate to contact me Sincerely, C Arthur C. Beard RCE RQE RGE President ACB/DPB/tl j -11- I. -Pr '7F%flL'a nr rJ- ' V - &L IS r ig .5'. I . - - . ...• rr.. c I - T14e •.* II I çr /Ii• .- /gW it di ya Di1WJ. "- . • 1 OA. locks-6 OF -. -' / --- - t'• . Fj -f 1\ fl" 77t — 11'F >! 7F IL pw 0 44' z4o rt - — 5, T I ' LA L - . °°P "— RiO''\ .. -. . - • . II&III?llgiIWcr,1iIc. pCgaiON iSO SQL IjSllfl - IssftcrIom L0C1\ I-.-J — — . S ,-.• CO•SSM ,CLLO.S Tb OP F tL_D T' i 2771 INDUSTRIAL CT SUITE W. VISTA, CA 92083 -. 619-727-0282 Enclosure (2) It&II :wcriii CIVII g PtPCOL1DON AND SOIL rrsnc P1R388 IRO AND QUALS (fClNffR . LAND SUPVtVI* 2111 INDUSTRIAL CT SUITE A APRIL 388 VISTA CALIF 92083 .'-727-0282 LOG OF TEST PITS EXCAVATED 33188' By Hand PIT DIMENSIONS IN FEET W L D TP- I SURFACE ELEVATION IN FEET DATUM Mean Sea Level GEOLOGICAL 0 ENGINEERING TEST DATA CLASSIFICATION w I' I-ta m'- --- - ':CLASSIFICATION AND. D DESCRIPTION CZ DESCRIPTION TOPSOIL Brown silty SAND (SM) - - dry-damp, porous, some TERRACE \ roots, loose 'DEPOSITS. 5. Tan - brown Silty. SAND (SM) -. yamP? dense . Bottom of Test Pit @ 40" - z . No water, No Caving PIT DIMENSIONS-IN';,FEET W L D .SURFACE ELEVATION IN FEET (I IL It Engineerx CIWL AND DIMLI?V IN0I41I9I S LAND SURYS rIND PIRCOL.4UON AND SOIL ES?ING COi'ISMUCUON ,NSPC nON - ' - - ______ ' .2111 'INDUSTRIAL CT. SUITE 'A WSTA..CA 92083' ' 6197270282 QJ4T P. RO _____ PJE T P1R388 &1t APRIL 1988 Test Test Test Test Soil Dry Density. pcf Moisture. % Relative Retest iField Maximum., Field Opt. No. Date ' Location : El/Depth Type- Compaction No. 1 3-31 'TP-1 12" I 109 4 125.5 6.0 9.5 87.2 2 3-31 TP71 18" I 111.9 125.5 .7 .14 9.5 89 2 3 3-31 TP-1 24" I 115 5 125 5 7 6 9 5 92 0 • - • - - '•-- . ' COMPACTION CURVE DATA OPTIMUM -MAXIMUM DRY SOIL TYPE AND DESCRIPTION MOISTURE% DENSITY (pcf) I Tan - brown Silty SAND (SM) 9.5 '125.5 • . - . - • -,.' - : ' ,, H , 44 CERTIFICATION OF COMPLIANCE 'Plan Check No8/7 DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS CARLSBAD, CA 92009 1 (619) 438-1161 * This form shall be usdo deteriniñe,'the.amount of school fees ,for a project and -to-.verify that the project applicant has complied with the school fee requirements No building perrn5its for the projects shall be u issed until the certification is signed by the appropriate school district nd retur'ned .tothe City of Carlsbad iüilding Department. -. . . '.4 SCHOOL DISTRICT: 4 . / - 14- - . .4 . 1• . . II . . . ....... . c. -. ' -Vi 'Carlsbad Unified . . S . an Marcós Unified . . 801 Pine-Avenue •.. . . . •- 270 West San Marcos Blvd. Carlsbad,, CA, 92008 (457-4985) - San' Mârcos, CA 92069 (-744-4776)., . 4.' '• . ... 4 .... Encinitas Union Elementary San Dieguito Union 1High School 189 Union Street I. 625North .Vdican Encinitas, CA 92024 (944-4306) Encinitas, CA 92024 (753-6491) Project Applicant: RiO ) • . APNJ_7o Proj ect Address RESIDENTIAL: SQ. FT. of living area . Number of dwelling units 4. •1. ,' 4 .4. . .4 .4 . "t .' - .. SQ. FT.. of covered area . SQ. FT. of garage area •. COMMERCIAL/ INDUSTRIAL: SQ. FT. AREA Prepared By Date 2 —// ft etz FEE CERTIFICATION (To be completed by the School District) Applicant has complied with fee requirement under Government Code 53080 Project is- subject to an existing fee agreement . ' .• . : •-. Project is4 exempt 'from Government Code --53080 Final Map approval and constniction stàrtèd.before September 1, 1.986;,. (other school fees paid) --.-Qther Residential Fee Levied: .'-,$,-3_-SO-based on S9 - sq. ft.@ Comm/Indust Fee Levied , $____________ based on ,sq.. ft '@ S Sc 4 00l ' istrict Official , - ti Title . , - '. ",Date AB 2926 and SB' 201 fees are .capped at $1.50-per'square foot for residential. AB 2926 is capped at $.25 per square foot for commercial/industrial