Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
2809 ESTURION ST; ; 87-280; Permit
a) USE, BALL POINT PEN ONLY & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. 2 E'D u1 heoby affirm that am licensed under. L U I provisions of Chapter 9 (commencing with Sictfon 7000) of Division 301 the Busin ass j. li-I -'and Professions Code, and my license is in .. / L,Cfull force and effect.. U' (-r'1i.i •' . t -. - I. hereby attirm that I am exempt from the Conlrac- I - br's License Law tar the following reason (Sec. 7031.5 . LBusiness and Ptotessions Code: Any city or county,whicr re quires a permit to Cnnstruci alter. -improve. demolish, or b repair any Structure, prior to its issuance also requires he ap-plicant tar such permit to tile a signed statement that he is - lrcensed"pu7A0d'nt10 the provisions 01 the Contractor's I License Law (Chapter 9, commencing with Section 7000 01 - ..Division 301 the Business and Professions Code) or that is ex- empt therefrom and the basis for the allegedevejnplion. Anyv,11 violation of Section .7031.5 by an applicant for a.permif jcfs the applicant Id a civil penalty 01 nol.mori than live hun'' dIed dollars'($500L '-''- ' -.' —'-" I 14k. as owner 01 the property, or my employees with wages - v as their, sole compensation, willdo' the work, and the struc- I - lure is not intended or offered for sale (Sec. 7044, Business .J and Professions Code: The Cnjitractor's LicenseLaw does - - not apply loan -owner-of property who builds or.improves I .40 thereon and-who does such work himself or through his own empIoyees provided That such improvements are not intend-,.5 - ad or offered for sale It. however, the_building or improve- * Z ' mont is sold within oneyear of comptetion the owner-builder will have the burden of proving that he did not build or im- o - prove for-lIre purpose 01 sale). - - . ' * - I, as owner of the property, ant 'exclusively contracting ..w ith licensed contractors to construct the project (Sec. 7044, " Businessd Professions Code: r The Contractor's License an Law does not apply to an owner of property who builds or im-proves thereon, and who contracts for each projects with a - contractor(s) license pursuant ,tothi Contractor's License Z - Law). . - 2 - " t:Y:- '.,. I- If As a homeowner-I am improving my home, and the follow' 4 "ing conditions enist:t. -, ws - - 1. The work is being performed prior to sale. 'I - '2. -I 'have livAd in my home br tiielve mOnlhs (3 prior to complefionol lhis.work? v ' ' .3 I. have - not claimed this exemption 'during the -'- a last three years. - 0 I am exempt under Sec. B & P.C. * 10,.tor'this reasoni J r'-: - , - - '! )i"' ' - 0 There allirm'that I have a certificate 01 consenf.to isellf-insuria. or a certificate of Woke s Cnmpeesat o lv surdnce. oi a certified copy thereof (Sec. 3800. Labor-Codel POL r',N . COMPANY -Copy is tiled with the City - -'---- - '-* t 0 Certified copy is hereby furnished O ' I J 'r CERTIFICATE OF-EXEMPTION FROM C) - t:woRKERs'.coMPENsAToN INSURANCE IThis section need not be completed it the permit iuJ s for '04e hundred dollars 101001 or less) . le.- 0 l certify that in theperformance 01 the work for which $ Cc lhis,permit is issued. Ishall not employ any person in any - 0 , manner so as to become subject to he Workers' Compen- ,.'satiOn Laws of California. I C 'NOTICE TO APPLICANT: It. alter making this Certificate '01 Exemption, you should become subject to (he Workers' ComceIsilion provisions of the Labor, Code. you must - forthw'ikh comply with such provisions or this permit shall be deemed revoked. -r•.— ' .1 '" f '4 % rherobyani;m lhat,ther'js a construction lendin'g i agency br the pertormaece of the work for which this per. I.. - Oj-.'mitis issued )Sec.' 3097, Civil Code) - Lender's Name tT' • T'. . -.0- I' Lender's Address - L. , I- - i CARLSBAD BUILDING DEPARTMENT APPLICATION PERMIT -: • - - • - - -- - - 2075 Las Palmas Dr., Carlsbad, CA 92009-1915 (619) 436-1161 JOB ADORE S - - AV, ST. RD, THOMAS BROS NO. DATE /APPL ATION BUSINE SE S VALUATION PERMIT NUMBER tT:E~rWUOiV . . .- -. -.- '-E-- :7l -4o LOT I BLOCK j SUBDIVISION - CONTRACTOR. CONTRAÔTORS PHONEs ZONE - OWNCA'S -c 7S- NAME OWNE A'S PHONE Z28I E__ . - BUILDING SO. J7 CONTRACT Q) STATESE; DESIGNER )ZO24 DESIGNES PHONE TIObaOFWORK" .( 7S S DESIGNER'S ADDRESS - Z9 ' rWNMAUJADDRESS STATE LICENSE NO. L4L2- 9 002608/07 0101 02B1dPmt., 9312 F/P FLRELEV, . NO OCCGP EDU STO - - ............- - " CENSUS'TRACT ' PARKING SPACE YDND RES UNITS - GRADING PERMIT ISSUED REDEVELOPMENT - TYPE 0CC LOAD FIRE SPA - 'AREA - - ' CONST V/I - - - - y o N 0 0 N - ylJ Not Valid Un/ens Machine Certified - QTY PLUMBING PERMIT ISSUE 712 QTY MECHANICAL PERMIT ISSUE SUMMARY/ACCOUNT NUMBER - EACH FIXTURE TRAP INSTALL FURN DUCTS UP TO 100 000 BTU .,- BUILDING PERMIT 001 81000008220 EACHBUILUINGSEWER - " , 6O , -• '-' OVER100,000-BTU" - - '- ----'1- - - -SIGN PERMIT -' -- - 001'810-00-00'8221 .. EACH WATER HEATER"ANDiOR VENT - BOILER/COMPRESSOR UP TO 3 HP PLAN CHECK 001-810-00-00-8891 EACH'GAS SYSTEM F TO 4 OUTLETS - BOILER/COMPRESSOR 3-15 HP - TOTAL PLUMBING' 001-810-00-00-8222 - - 'EACH GAS SYSTEMS OR MORE " - ' - • ' METAL FIREPLACE -- - - - - - . - - . /2 - -'ELECTRICAL - - ' 001-810-00-00-8223 --- - - EACH INSTAL., ALTER, REPAIR WATER-PIPE • . -°-s) SINGLE DUCT - - MECHANICAL 001-810-00-00-8224 EACH VACUUM BREAKER - - I - -7.4 XHAUST ' HOOD-DUCTS - . I 6V MOBILEHOME - 001-810-00-00-8225 - - WAT'ER,SOFJrE-R)-'----, ' - ";--r •._. '- RECATION OF-EA FURNACE/HEATER .SOLAR - - • . --- 001-810-00-00-8226'---- EACH ROOF DRAIN IINSIDfl \ .__L [)!ER VENT STRONG MOTION 880-519-92-33 ,g. 7/ TOTAL MECHANICAL . -, 'If - - - - C FIRE SPRINKLERS /14' JQ1 8100000 8227 - TOJAL1PLUNBING - " - - , - "7< . PUBLIC FACILITIES,FEE r20-810-00-00-87,40. - -- ---------- .- - - -- -- QPY: ELECTRICAL PERMIT -ISSUE ' ' ,- __ '-. O'Y. • BRIDGE FEE 360-810-00-00-8740 . PARK-IN-LIEU (AREA - - ,-- - MOBILE HOME SETUP -. NEW CONST LA AMP SWI BKR - - )rj4. '1 '- CAR PORT T(F - 31281000008835 -_ - - ],PH 3 PH ' - ' - ': AWNING • ' - LA COSTA hF 311-810-00-00-8835 7 - -, - - E'XISF-BLbG EA AMP/SWT'BKR . ' -: ç' • GARAGE -- - - " . - - FMF - A//1— - - I s 3 P LICENSE TAX O001-80-00-00-8162 REMODEL'ALT'R PER-CIRCUIT - - - I - MFF 1(1/4 880-519-92-57 TEPAP-PO1Ey20OAMPS - -' '- . , • - - . - * - - - - - - - - - • - - - . OVER 200 AMPS -, -- -'. - '--- '-°."• . - ° TEMP OCCUPANCY (30 DAYS) F e,, - - — CREDITDEPOSIT - — TOTAL ELECTRICAL TOTAl + TOTAL FEES PAYABLE 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 OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER Code shall expire by limitation and become null and void If the building or work -CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE authorized by such permit is not commenced within 180 days from the date such 5' 0" DEEP AND DEMOLITION OR CONSTRUCTION OF DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permit, on if the building or work authorized by such permit Is suspended or STRUCTURES OVER 3 STORIES IN HEIGHT ISSUED: TO COMPLY WITH-ALL CITY. COUNTY AND STATE LAWS GOVERNING BUILDING CON- abandoned at any time after the work is commenced for a period of tBO days STRUCTION. WHETHER SPECIFIED HEREIN OR NOT, I ALSO AGREE TO SAVE INDEMNIFY AND APPLICANT' I I - S SIGNATURE * APPROVED BY DATE -KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND OWNER CONTRACTOR L,J -. WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE _0? G EXPENSES - RANTING OF THIS PERMIT. . '-BY PHONE - • 1-7 ''1 561 0 a) a. Co C IrM 7 TYPE 1 DATE INSPECTOR BUILDING FOUNDATION REINFORCED STEEL MASONRY GUNITE,OR GROUT SUB FRAME Li FLOOR U CEIILING SHEATHING '_0 ;ROOF .EJ'SF(EAR P7 7' FRAME :.. -: EXTEIIORLATH ' INSULATION INTERIOR LATH & DRYWALL PLUMBING- 0 SEWER AND BL/CO Ed PL/CO- - .- 7 - - UNDERGROUND 0 WASTE EJWATER roP OUT DWASTE DV/ATERr' - TUB AND SHOWER PAN ' GAS TEST - - O WATERHEATERT0 SOLAR WTE k ELECTRICAL ELECTRIC UNDERGROUND UFFER . ROUGH ELECTRIC . ELECTRIC SERVICE 0 TEMP$RARY. Li BONDING .. Li POOL ........... MECHANICAL' Li DUCT &.P.LEM., ' 0 REF. PIPING - /1/24/fr-7' / - HEAT — AIR COND. SYSTEMS . VENTILATING SYSTEMS CALL FOR FINAL INSPEGTITON WHEN ALL APPROPRIATE - ITEMS ABOVE HAVE BEEN APPROVED: FINAL" PLUMBING - ELECTRICAL MECHANICAL N • ., GAS - \ -J ____R k\i' BUILDING SPECIAL CONDITIONS I ''• i''' .'.-- I- 4' - 4 S?7_s2S0 ;4 ' I. FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS -INSPECTOR'S NOTES - ..: - .-'• - INSPECTION 'REQ. IF INSPECTORS DATE b--'.-- - -- c-IiECKED. APPROVAL. , SOILS COMPLIANCE PRIOR TO.. OVER 2000 PSI FOUNDATION INSP STRUCTURAL CONCRETE PRESTRESSED CONCRETE •' _ '' ------,------- '• -POST TENSIONED. CONCRETE FIELD WELDING -. * - - - - HJGI-ISTIRENGTH - -;-. ------ -.. —*--.-. ,BOL.TS'_ _SPECIAL MASONRY - - --- -- 4 -,- : -- ______,_I._.__.-.._.a -. - .-- __* '----'---_.-- --------. -'------ - ._'*_ '- PILES CAISSONS-. ----:-- - .'.'•. 4 ' - - - I - '- ' OWR '!, : - - ' -''• ..-- -- ......,-- ---' -: •- - -. --• - DEVELOPMENT PROCESSING SERVICES DIVISION ' 2075 LAS PALMAS DRIVE , CARLSBAD, CA 92009-4859 (619)438-1161 - MISCELLANEOUS FEE RECEIPT Applicant Please Print An Fill In Shaded Area Only '. JOB ADDRESS 71J 5 (dà/f °PLAN ID NO ' j7 -..-P PARCEL NO. Z/c3?ô-O5- ' -...•- . OWNER'S . 30 05/28 0101 051fisc.' 436.00 73 VALIDATION AREA 4ONTRACTOfl-JP,~ ESTMATED VALUATION ' CONTRACTOR'S MAILING 3Z6 £ /6ZLc%, 001-810-00-00-8821 , FEE CI WITHIN 180 DAYS, PLAN CHECK FEES CITY7,.#,ç>j4j&} ZIP9Z9' TEL. 71Z213 / WILL BE FOFEITED. STATE BUSINESS /60 . LICENSE NO. (/2ô LICENSE NO. . ... I. / SUBDIVISION , LOT(S)' LEGAL DESCRIPTION - CHECK IF SUBMITTED (I (si~Apgawas 4, i rç- 2ENERGYCALCS . 1987ENERGVCALCS )/2 FOR !11 Z1C,L NON RESIDENTIAL BLDGS . /7/ fit CALCS DESCRIPTION OF WORK . , 3STRUJRAL ek,5 OILS REPORTS 4. 3 2 SELF ADDRESSED ENVELOPES DATE GIVEN! DATE - . SENT TO APPLICANT . CONTACT PERSON A ' . LA COSTA LETTER ADDRESSZ9 SCHOOL F FORM , C IT) 1,uKA, Y1,4 ZIP TEL.2J—--3—Jg P & E CORRECTIONS LIST' •. ' :- CERTIFICATE OF OCCUPANCY'. APPLICANT'S SIGNATURE DATE White- File Yellow - Applicant Pink.- Finance Gold - Assessor FINA BcilLDNG INSPECTION PLAN CHECK NUMBER: 87-280 !771 DATE: 2~17-88 . PROJECT NAME: :. . . ADDRESS 2809 Esturion PROJECT NO.: UNIT NUMBER:, PHASE NO.:, TYPE OF UNIT: SED •. NUMBER OF UNITS: 1 . CONTACT PERSON Boflnq CONTACT TELEPHONE 438-04Th .'all dept INSPECTED DATE DISAPPROVED BY~ INSPECTED. APPROVED _____ uu :INSPECTED' . :- DATE . . . BY:. "• ' ' INSPECTED . APPROVED1 ______ DISAPPROVED / INSPECTED' . .' DATE ' . . . . .. . . BY: '-_' INSPECTED: APPROVED*' DISAPPROVED I' Ji COMMENTS: . . . . . 4 --4":'-. ' ,-,.,4___' . '• , , . - . - - . .... •' ,' - •. --, "-••'. 4 V . ' VDNG INSPECTION PLAN'CHEOK NUMBER: - 8 80 V V. 2-17-88 DATE: V PROJECT NAME ADDRESS 2809 Estunon .PROJECT-NO.- . - UNIT NUMBER: ' . PHASE NO.: V V TYPE OF UNIT: FD V NUMBER OF UNITS:- CONTACT PERSON Bollnq J. CONTACT TELEPHONE 438-0474 all dept V INSPECTED V V DATE . , V __4_VV BY INSPECTED 7'-7 / 66 APPROVED /V DISAPPROVED INSPECTED . , 'DATE V BY: . INSPECTED . APPROVED DISAPPROVED INSPECTED BY: V V V • DATE INSPECTED: .,. . APPROVED' V V tISAPPROVED V V.. V 4 , V V V V V , ,V - ' .. 44 V COMMENTS:' V V V V V V V V H V V' '•'V " :• P - 4 1S DO : Re. 1186 V WHITE:VSuspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire V V' V V V • VVV - V V : ' V • V V• V • . ' V 0 • PFNA BJU.PING INSPECTION 1 LY . PLAN CHEK NUMBER: 87-280 I 771 DATE: 21788 PROJECT NAME: . 14 .. ADDRESS: .2809 Esturin - PROJECT NO.: _________________ UNIT NUMBER: _________________ PHASE NO.: TYPE OF UNIT: SFD NUMBER OF UNITS: 1 CONTACT PERSON Boling CONTACT TELEPHONE: 4380474 . ,• . .. all dept . . . . ..4-* .YJ.L ... ..... ,:i-i .- % 4 - - -. .• INSPECTED'" DATE; . . . . . •• By: INSPECTED: • APPROVED ______ DISAPPROVED INSPECTED . DATE . .. ,. BY: . INSPECTED: ___________ -.APPROVED ______ DISAPPROVED INSPECTED . DATE . BY: ________________________ INSPECTED: ____________ APPROVED DISAPPROVED CostaReal Municipal Water District FEB. 191988 ,/_U'224241_ COMMENTS: Engineering Department (619) 438-3367 . . .. •. Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities .- PINK: Planning GOLD: Fire FiNkBUILDi11G INSPECTION PLAN GECKNUMER: 87280 / /71 DATE: 2-17-88 PROJECT NAME: . ADDRESS: 2809 'Esturon PROJECT NO.: UNIT NUMBER: PHASE NO.: TYPE OF UNIT SED NUMBER OF UNITS: 1. CONTACT PERSON: Boling . CONTACT TELEPHONE: 430-0474 _____________________________________________________________________ ilI dèt NSPECTED ATE INSPECTED: APPROVED DISAPPROVED H •• . .• . 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 INSPECTORS WEEKLY REPORT L7 , F . FoR WE g1ENC 0 L92. L COVERI C WORK PERFO'M_O R1 IFoRC:D Co C T: StUCT ST EEL .Ss:M3Lv I GLUE LAM FA8RiCAIoN WHICH REQUIRED APPROVAL BY - PRE-STRESSED CONCRETE REINFORCED GYPSUM .f fl OTHER . THE SPECIAL INSPECTOR OF REINFoRc:o MASONRY PILE DRIVING JOB ADDRESS . - - BUILDING PERMIT NUMBER PLAN FILE NUMBER 2.809 E5fti0,.1 r. , " DINNER OR PROJC NAME ARCHITECT - .. S. . . CONSTR,'iATL. (TYPE. GRADE. ZTC.I DESIGN STRENGTH SOURCE OR MFGR. ENGINEER .. . . . ?r -, Ks -. . j . . . - - . .c • DESCRIBE MATL. I.Ix oSIG, e.3AR GRACE & MFCR. wco.aoo. ETC.) . GENERAL CONTRACTOR CON-TR. DOING REPORTED WORK •R BE 4-7 c' ;t AcRc cc'r '13 4 . LAB. RECEIVING &,TESTING CON STR. MATL. SAMPLES '.4 INSP'N. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS. ETC. DATE INCLUDES INFORMATION ABOUT — AMOUNTS OF MATERIAL PL ACED .OR WORK PERFORMED; NUMBER-TYPE. & [DENT. N05. OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS IWELOS MAOE,(H.T. BOLTS TORQUED) CHECKED: ETC. f. to , - •( . . . •. - - . . I- . . - 114 .-4& 7j p4 ..Q fl WME S7E,b 1b 1Utz giJU2E &AtTh r ~je- TH No oRt.G(fl- S •• :-•-. ... . -..--- , -- :Al k ...' .' -. ...... . ..... ......... - .5- .• .. . , . .;- -• C * .-, :.,- -,' • 4 - .; -- .-. . . ._ — - ' "1 '• ..*. ~onvoy Court I SUJt 1ftL PLCh, 1C Si Diego California 92111 Phone 292-0n CERTIFICATION OF COMPLIANCE I hereby certify that I have inspected all of the above reported work. 4 . .- • - Unless otherwise noted, I have found this work to comply with the -<• approved.p!arls, specificatiDns, and applicable sections of, the govern. - . . SIGNATURE OF REGISTERED INSPECTOR ing building laws. - I - !_ f • •-- - - . . .. , . 4 . . . -••ic !i.Ii,- PC, 787 Testing Engineers—San Diego 3 3467 Kurtz Street P.O.Box 80985 San Diego CA 92138 (619)2259641 2948 Industry St JnIt B Oceanside, CA 92054 (619) 758-3730 412 JOB NO 6765 (1NAVO CONSTRUCTION DISTRIBUTED TO JOB NAME-. RESIDENCE ATTN 111K E:, WESTGATE CONCRETE CO JO) ADDRESS ; 2813 ESTURIW ST 3290 DOVE HOLLOW ROAD, . TESTING .EsCINEas-s CMLSM CA OL1VENHAIN, CA 92024 GKJ0 CONSTRUCTION CITY OF CARU)M) 0L.1 PERMIT $O 87-280 - NGIIEER: Albert deBardinia R CE • C042010 - tPORI 140 10954 CONCRETE COMPRESSION TEST _.DATE 10/lb/ CYL UN MTAE—SI1ENCLPBI--DMf OF -MX- D€SISN —9LWW MAD 1ME!Nt.1ThE1P tYt1HIS TEHPoAr-?mNrDI NIiBR PCF TEST TLST DESIGN POUR DESIGNATION INCH BY MIXER DAY SET/NAK F NMbR CODE IN =u MFMRU= sass ca mama== ==a==== ZmmmZvZ==Z=x == - 3000 09/17/87 15 6..2 SACK L 50 0 7 UG 3/00 0 2 32 6 11415 7 2650 LOCATION IN STRUCFURE P-I S. O.G.-210 ESTUR ION 3000 09/12/87 156 2 SACK 4.5: 0 1030 3/00 0 5 32 6 11418 7 2410 LOCATION IN STRUCTUREI P-T S.O.G. 2819 ES11IRION 1141? 28 3150 COMPLIANCEt 28 DAY TEST COMPLIES WITH SPECIFICATIONS._* 11426'60 0 QNWLIANCEI f , _V_tV V - -V.. V • ••V_ -'-'V -. ./ '... ,-., . V •. 'V V •V V - V V PAGE V -• - V V . . V Testing Engineers—San Diego : 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 .. 2948 Industry St., Unit B, Oceabside, CA 92054 (619) 758-3730 JOB, -NO: 6765 (3RAV() CON:iTRUCT]:C)N DISTRIBUTED 10: SNAME: RI:s)DENcE ATTN : MIKE WTCATE CONCRETE co J01, ADDRESS : 2813 F.SlURION ST 3290 DOVE HOLLOW ROAD TESTING BINEE1S-SAN DJLGB CARLSBAD, CA OLIVI- NHALN, CA 92024 GRAVO CONSTRUCTION CITY- OF CARLSBAD BLDG INP DEP PR$TT Not 928I : Thomas Caets,R,C,E, REP OR 1 NO: 1883? : 09/Il/87 PHI S1RI D CONLRI II IN5Ik LI ION RI 'OW I I RMI if 215 -3H 0-00 Inpecte:I cjradP and P iac: :i. n o f re:inforc.eMnt ai -d post---.t.risior nIons at the. '1ab on grade for the house and garage. 60 O. Cubic Y ards of ) + OM Mt x No lb (6 2 a k Pl I and i cia R* -ody Mi x • aced, 0 Two s e ts thr c test spec itri'- ,iJc Fhe. work ':o.pI.i.es wi:th the appr a ved pi.an s and the Un ilorm Hut ldinq I ocIe s .......E MP*, , IN(,: spEct OR 's NAME .9/17/87 Greg Stii Iii I A'K* I HR JWSI< H 01 HRS I AK* DI 1A R S 6 0 T E SuN PPOf Si ObL C TEREJ 1 1S?ECiiiJ, INC SIDI'y ornIu Phone' 292.0660 INSPECTORS WEEKLY REPORT ' FOR /EEKNo. EN.IDINC ON* Q .eE .i...igB7 CovRIl C WORK PEREO'L. WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF R:I FORCCO Co -: ST,-,UZT. s .::L ASS ENIOLY CLUE LAM. FABRIC,TIO.SI PRE -STRESS Co ICRE R:I IORCEC CYPU.4 OTHER D MASOIRY PILE ORIVING REIHFORCE. ,JO AOORESS SUILOING 2ERMIT NUMSER PLAN FILE NUMBER OWNER 05 PRO :c '.'..' &AVO Rfi'Er.ic..C. RCHI_C CONS TR .AT L ITYP_ CRAOE TC I ?f_irwor _'.Zi OESIG' STREIICTI-$ o$(_._' cL SOU RCOR MFGR E IGI4ER -) rr> OESCRI E TL. IM4 OLSICM. RC-8R GRACE & MFGR.. W(L3-ROD.ETC.) Tc,-.i3 h,_ 2.10 <4 CONTR. GENERAL CONTRACTOR . DOING REPORTED WORK -fog c4c_c-r_3R ___o _S • LAa. RECEIVING S TESTING CONSTR. MAT L. SAMPLES INSPN DATE - LOCATIONS OF,WORK INSPECTED. TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS. REMARKS. ETC. INCLUDES INFORMATION.ABOUT - AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED; NUMBER, TYPE. &I0ENT. NO'S. OF TEST SAMPLES TAKEN: STRUCT. CONNECTIONS (WELDS MADE', NT. BOLTS, TOROUEOI CHECKED; ETC. La 03 o1•4 LirZe,n • R LL. 1ENThS \dE. S1.E.c n Th -fl-i ;•_T -. . ' •.•••' ' .• . ',..'.. '.. • • . ' ' • . • CERTIFICATION OF COMPLIANCE I herebi csitify that' I have inspected all of the above reported work. Unless othfr,itd noted., I have found this work to comply. with the approved p'cs, specifications, and applicable sections of the govern- ing buiidioi aws. - • : • ' .; SIGNATURE ,OF REGISTERED INSPECTOR 'I'7_l./&•,_ •, ' '!-' Qb lox -577. 2 ,,y 1E OF TiM8. zA RFI cATEOF LL !! C ONF OR M A N CE E 1HE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that the products identified below and on attached sheets Nos are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A11-90.1-1983, Structural Glued Laminated Timber and that such manufacture has been at our plant in , which plant has a quality control system Vi approved by the Inspection Bureau.of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau ", . V •' -. V 'V -. The manufacture of these members complies with the manufacturing and fabricating provisions of. Chapter 25 of the Uniform Building Code JOB NAME PP I3flV C'PUCTrcr JOB LOCATION CIWJPJIIA - . - 'V. CUSTOMER'S ORDER NO 070-13318 DATE 7-27—P7 MFGRS ORDER NO. 7V4 7 r- V_I I 19,' VV' SIGNATUR)(._LA i.__V - COMPANY V-RTS' V TITLE 0ALI27 cL SVADDRESS PV.V& j) DATE V V V V V DI$E XD 83729 A/TC HEREBY CERTIFIES that the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark, in,respecr of proIucts which comply with applicable provisions of said Standard that the adequacy of the quality control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of, - - V the AMERICAN JNSTITUTE OF TIMBER CONSTRUCTION, and.that,- in the 'judñentofAITC, - V - said company is capable of complying with applicable manufacturing amid testing provisions of said . Standard in respect of.products manufactured at said plant. Conformance with the Standard. in respecf - V of any secific or particular product is the sole responsibility of the manufacturer; AlTC's guarantee V V VV V V hereunder being that the said company is qualified to produce a product meeting - the said Standard V and that its plant is periodically inspected and verified by the AITC Inspection Burau -jL V&&AA.. V V 'AITC Certificate Na, -25263 A AMERICAN INSTITUTE OF TIMBER CONSTRUC1 ION £ - -: . - W. V • V . V VV'•• V• V V V • V. V -V.- V •V V V V.V• V, © 1983 AMERICAN INSTITUTE OF TIMBER CONS RUCTION .V V.S• - V 'IV_ ., . '• t. -s - V_ V • V AITC FORM iBCA V :. • -V - - - - -•. - The glulam members of the job cdvere'by this certificate are stamped with one of the following i.ra1Ty mrksEach qualified plant has, anindividuaVqualification designation. The designation "P-143" shown on the typical quality marks below is not - assigned to any plant and is used only for the purpose of iflu'tratio --- -: '- A TYPICAL CUSTOMPRODUCT QUALITY MARK S . - --'- z - P143 - ?AITC: designation of qualified licensed plant QUALITY .ANSI/AITC, : 1INSPE ED A1901 _1983' -. Indicates that the designated licensed plant- has met all requirements for qualification.. -. . and maintains an acceptable quality control Indicates conformance to ANSI/AITC s/stem which is periodically inspected by - - - - - - A190.1-1983.,- Structiil Glued Lamin- AITC . - - - ated Timber -5., - 5..- ;-_S •_ -• . .• - ......_ .. -. - ' - A TYPICAL NON-CUSTOM PRODUCT,)' QUALITYMARK - .5- .-.- -- - --i. - - .- S ------- Identification of structural 'use, desig- nated by symbols: 7- B—simple -san- 'bending member; C- -- - 5- - -• •5' - S - * compression member; T—tension mem- ber : CB—continuous or cantilever span P714-3 - - - -. -. Industrial. ,. ARCH—Architectural. - fl USE - ARCH ', -• bending member -. .- - - T----- V - . - Designates- .appearance grade. IND— . - PREM—Premium SPEC I ES Al designation of qualified licensed plant 'and vvef-uie adhesives. When - 7\\~ dryJse - adhesives a?e used, •the letter QUALITY I OO00000F D is added / ANSI/AITC..'. "i Name of wood species used -Designates 'applicable AITC laminating specification and- combination symbol; / . ••• -. . . for example: "117-82 24F or 117-82 3" / -. --fl,. .•.-. - . -. Indicates 'that the -designated 5licensed.'pla'nt Indicates- conformance to ANSI/AITC has met all requirements for .qualification A19O.1--1983 Structural Glued Lamin-. and maintains an acceptable quality control ated Timber - -. - - - - t. sy;tem which is periodically inspected by - - - ' - • - AITC . .. - -- For custom, products the details covering the product are included in applicable documents. ' For no ucts custom prod essential details are included on the ,stamp., - - stam ---- - SHEET No. • ATtA CHMEN T NUMBER TO I TC Certificate of Con formance 'No. Dated. 7-7—Q7 Job Name: 7iRY (?OVflT. (Y)7T7('PTO1 ri,,ni'n Job Location: S111 DTPtO.. (T,1rP()T?7i)S Customer's Order No. 070132V Dated 7.47-7 Mfgr's Order No. 9561 Lot 87-561 The following gives the additional specifications that were used in the manufacture of the members on this job: LUMBER Species: Grading Rules: ULZB #16 Paragraph: 154 2HRU 154C - Grades: 221 _11121312D Slope of Grain: 1:16 1:14 1:12 7O -- MOISTURE Range: 714% _. CONTENT Variation per member: 3. END JOINT 0 FiORI7.ON'Pr. .vrz(i ADHESIVE Conforms to o't 2c—n" specifications. Type: ')'flZT ___n ___C Batch No. 57F429 GLUING Pressure '(' _p'r_ Presgure Period 12 HO1P17UT?T!f!JII Glue Spread 8086lbs.__. p ______________ • OF TIMSe EbL1 j ATC Licensed Plant No. Plant Q lity Control Supevisor ______AITIM / Company Dote AL QUALIFIED AITC Form 113-365 © 1965 American Institute of Timber Construction 4, • ESGIL CORPORATION 9320 CHESAPEAKE DR, SUITE 208 SAN DIEGO, CA 92123 (619) 5601468 DATE \u\'--- \'- ; ' [JA•PPLICANT ., F91iION JURISDICTION: JPLAN CHECKER ' - OFILE COPY . PLAN CHECK NO: C. - - -.?c - IS []UPS- 0 aQ flDESIGNER ' PROJECT ADDRESS: .. PROJECT NAME: . S The plans transmitted herewith have been co.irected: 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 checked by building department staff. ,U The plans transmitted herewith have significant.deficiencies'.' identified-on the enclosed check list and should be.. corrected -' and resubmitted for a complete recheck. •, . - E The check list transmitted herewith is for your information. : . .. . The plans are being held at Egil Corp until corrected-', - plans are submitted for recheck. The applicant's copy of the èhck1ist is enàlóed-'forthe. jurisdiction to'-return to the -applicant contact person. fl The applicant's.copy of the check list-.has been sent to-.--,m Esgil staff did, not advise the applicant contact person that -- plan check has been completed. j Esgil staff did advise applicant. tIat the planchedk has - ,- •. been completed. Person contated:. Date contacted:••.. Telephone-# -. _'' •. - -- Fa REMARKS: __Or--C,,yecTed 5A . -. S . S '• - . I -S - By: Enclosures: -. 5 . ESGIL CORPORATION 0 0 , -- - . - , -. - - • '. I S ESGIL CORPORATION 9320 CHESAPEAKE DR SUITE 208 SAN DIEGO CA 92123 - (61%560-1468 DATE - 4YJ DAPMi . f-vRIsDICTIg JURISDICTION: CITY OF CARLSBAD - 'OPLAN CHECKER [)FILE COPY PLAN CHECK NO: CE- >)- p 'i •EJUPS 0 DESIGNER PROJECT ADDRESS PROJECT NAME:: • -- . U The plans transmitted herewith have been corrected where necessary and substantially,cómply with the jurisdiction's building codes. . • The plans transmitted herewith will substantially comply . D with .the jurisdiction's 'building .codes when. minor deficien- cies identified . ' are resolved and checked by building department staff. • ' The plans transmitted herewith have'signifiant 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's - - copy for your information.. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. ••U The applicant's copy of the check-list is enclosed for the . S - jurisdiction to return to the applicant contact person. • The applicant's copy of the check list has been sent to: H,k ' -' c>ti- IL-'\ Esgil staff did not advise the applicant contact person that 'plan check has been completed. -Esgil staff did advise applicant that the plan check has - been completed Person contacted ,4,ke &'D)IIv,< 44&ip1td . Date contacted: '. - /, -.5 7Telephone REMARKS SS . -- • .-- • " : BY ENCL J\JO)1 ESGIL CORPORATION - 5'7 -' •• /f -S. :. . .. .' 44 . .' F Date initial plan check completed 4-1 JURISDI(IOI Cm 0F CARLSBAD ( Lf 7 By Applicant contact person .10: ke t.h//41f t4,J e-.i"''z .e1ephcne: 7s,_•" 'U , U F0RE)RD PLEASE READ Plan check is united to technical requirements - contained in-the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, - • . '.. National Electrical Code and state. laws TRE No. regulating energy conservation, noise - attnuation 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' - - odinances enforCed by the Planning Department, Engineering Department or other departments. - '!3 1r,ovi 1982 UBC (eff 7/1/85) ..; . ...- 1985 UPC (eff.11/12/86) • - 1984 NEC (eff. 10/1/85) • - -, 1985 UMC (eff. 11/12/86) The above regulations apply to residential - construction. 4 ,. . -4 __4•_ -. PLAN (X)RRON SB . - The circled items need clarification, . - - •• - SIE PAlm.! AND IEPLRE INJEILINoS - - • modification or change. 'A1l ,items have to be - 4 - .. satisfied before the 'plans will be in - - Date plans received by jurisdiction: . . conformance with the cited codes and • - - - - regulations. Per Sec. 303 (c), 1982 Uniform Building Code, the approval of the plans doe - - not permit the violation of any state, county. . .. - Date plans received by Esgil Corporation or city law To speed up the recheck process note on this - - list (or a copy) where each-correcjon item has- - . . •• : - -- -- . ., - been addressed i.e..-plan sheet.-specification.' . - • ., ,, ' p • etc.. Be sure to enclose the marked up list - . •- - • - .: when you submit the revised plans. • N: PAGE XMIEM ARE NOT DI MWMKZ AS PAKZS. HAVIM NO DIC _____ • , Carlsbad List 10, Single Family Dwelling and Duplex With All Supplements 1• -• -:--- - -. 4-I 3/25/86 1 . . . . . 4 -. .. _• - - •'-. • : I - - -'1 A PLANS jY' Indicate distance from center line of street 'oralley-to property line and distance from - () Please make all corrections on the original property lines to proposed building. tracings 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 PIN Esgil Corporation, 9320 Chesapeake Drive, Walls closer, than 3feet to property lines Suite /fr208, San Diego, California 92123, "- (shall be one-hour rated construction,'-have no.. -' ' (619) 5601168. . ,- . openings, and shall have 30 inch parapets when the building floor area exceeds 1,000 square 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, (a)). . any original plan sets, that may have been returned to you by the-jurisdiction, to: Projectiàns, including eaves, may not /exteitdmore than 12 inches into the 3 foot The jurisdiction'. building department. setback from the property line.- Eaves over required windows shall be not less than 30 - 3.. Indicate ori'-theTitle Sheet of the plans, , inches from the side and rear property lines. ' e name of the .legal owner and name of person Section 1710 and Section 504 (a) and . (b) .. . . responsible for the preparatioh of the plans. - - Section 3021 (a).7." . Plastic skylights shall not be installed /wi~hin 8' of an exterior wall located where - 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 Professions Code). . Section 5207-(a) 7. -. '• . Projections, including -eaves, shall be . /. .Specify on the Title Sheet of the plans the - one 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 4he Provide a statement on the Title Sheetof Show location of permanently wired smoke /Zector, plans that this project shall comply with centrally located in corridor leading Title 24 and 1982 UBC, UMC, and,UPC and 1984 NEC. - - to sleeping rooms or above stair if sleeping rooms are on upper level. Section 1210. 7' Submit fully dimensioned plot plan drawn to - A smoke detector shall be installed in the - )scale showing location, size, and 'use of all ç * /basement of dwelling units having a stairway' • * existing and proposed structures on the lot. -' which opens from the basement-into the dwelling. Identify property lines and show lot dimensions SUCh detector shall be connected to a sounding and all easements.: Show location of all .cut or -device or other detector to provide an alarm fill slopes and approximate finish floor which will be audible in the sleeping area Section' 1210. - elevations for all structures and show' * * •- elevations at all lot' corners.- Section 302 (c) / 3/25/86 - . - '' ' •'' P .' - . i ...' . _,,,i . £ £• ... - ,.-. '. -•- . ,. C. 1XI1 SIZE, LI(.' V ll.Afl01 AND QJIZDIG Dimension on the plans, the 30" clear width / or water closet compartments and 24" cleaance Habitable rooms, other than kitchens, shall. , in front of water closet. . contain at least 70 square feet of floor area. •. Section 511'(a). '-. Section 1207 (b). ., • , . . ' '' • . (i Specify safety glazing' for glazing in Window area must be at least 1/10 of the hazardous locations such as glass doorglazing 'floor area and" a minimum of 10 square feet 'per adjacent to such doors and gla ing adjacent to Section 1205. (a). Appears,to be. deficient in walking srfaces. Section 5406. ooI'5 01 ) ci ss. (' Plar' (9±4E;..L.:_. J6. Glazing, in the same wall plans as a, door, (must be safety glazing if within 12" of the 'door and less than 60" above the walking surface, - 0penab1e window area in habitable rooms 'unless the glazing is leaded on faceted glass. t be 1/20 of the floor area and a minimum of Section 5406 (d) 7 5 square feet. In bathrooms, laundry rooms and . . 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)). ,4e tempered, laminated or' approved plastic ' . . . . ' (including windows within 5 feet of tub-or- At'least 1/2 of the common wall must . be' shower floor). Section 5406'(d) 5. . /open and have an opening not less than 25 sq. . .. . . ft. if light and ventilation is being supplied '. Sleeping rooms' shall have a window- or fron an adjacent room.. Section 1205 (a). /exterir door for emergency exit. Sill height- shall not exèeed 4411,above the floor. 'The /Required windows hall not open into a window must have an 'openable area of' at least Oofed.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. 20" and the minimum openable height 24". Section 1205 (a). ' . Section 1204. , + )d. Provide mechanical ventilation capable of , ' 2/. A mezzanine is an intermediate floor and providing five air changes per houi in - 4iay 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 below, and must have the long side open to the room below except for ,3t. No,habitable room,'other than'a kitchen,, , * posts and protective walls or railings not éshall be less than 7101".'3'n any dimension. - exceeding 42" in height. Section 1716. , ,• - - Section 1207 (c). - The- loftyou's}ow does not comply as a Zmezzanine Showthat ceiling'height for habitable floor and is, by Uniform Building Code' rooms is a minimum ,of 716". Section 1207 (a). , definition, 'a story. Section 1716., Z. Show ceiling height for 'laundry rooms, ' " - . . ' .• . , ' llways,; corridors, and bathrooms is a minimum , . , ,' . .. ', • -, - of 7'O". Section 1207 (a). £ ',, ' ' • . -4 • • "P - ' • -•• P. ,4_ . 'i'.', - - . '•' '' -' '' ' 'P. 'P -• . '4 ' .P '' ''4 • '+- • . P ' . , '• :', -' • ' •i•1. -* * . . • -- ' . - . . 'P , - -' - , • - .4*. - . , . ' • . . • " - . 4.' P.4 P.' •.'+• • •' -. £ - •,' . ' • '•, . P • ' '" ' ' ,. 'p , - ' • - 4,, ' •" ' - a'. •'' ", '- . • • - - ' ' ' • ' ' 3/25/86 . ' ' . • - • . ' , . •- . ' ' '. - -- -- " - - • . ., . . . . .,-... 4..-. --. .. • . •• . .__;•• ..-• ..• --V S •• ..-- -•,.. I.• D. uis. STAIRWAYS, AND RAILINGS : • .' ... .---.- ..,- p1'. Every stairway landing'shall have'a • . S.' - - (dimension, measured in the direction of'tiavel,. .4. Floors above-the second story. shallhave /3- at least equal to the stairway width. 'Section no less than 2 exits. 3303 (a); Section 3306 (g). . •5 . Jt Required exit doorways shall be not less e.A door may openovera staiway landing. /than 36" in width and not less than 6'S" in vided the door, in any position, does not height, and shall be capable of opening'at least reduce the-clear area of the landing in the 90degrees. Section3304 (e). . .•, ••• direction of stairway travel, to less.thañ- - one-half the required width of the stairway. Provide 36" high protective railing for . Section 3306 (g). * . 4orches, balconies, and open sides of stair . . ••• I•• •, . . .5 landings. Openings between railings shall be A door may open inward at the top step of a less- than 6". Section 1711. . . . . . . stairway provided the topstep is notmore than - : - 7 1/2" 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 330.6 (b) & (c). . : ('j Minimum tread is 6 inches at any point, and minimum '9 inches at a point 12 a. Maximum rise 8" and minimum run is • inches from where the treads are - 9". narrowest. . p b.. Minimum headroom is 61 6". . /".' Maximum rise 158 inches. c Minimum width is 30" Minimum width is Winches. All handrails per Section 3306 (j), shall Zat Provide spiral stairway.details,5 per isfy the following: . . . . /Section 3306(f): . a. Provide handrail for stairways with 4 , a. Minimum run is 7 1/2 inches measured-- or more risers. , - . . at a point 12 inches' from where the treads are the narrowest. . . b. Handrail shall be 30" to. 3411 above the • . nosing of treads. . - 4 b.. Maximum rise is 9 1/2 inches. I 1' •.-• . .- -- . . • • . - C. The handgrip portion. of handrail shall c. Minimum headroom is 6 feet 6 inches. be not less than 1 1/4" nor more than .. - 2" 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). • -•.. •• A. - ........, - . -' . - , .;• • . '- -- .5 . . .• • -.. V - ., .4 .4 - ••. .4 ••• 1 AV. I 'V 'V , - - . 3/25/86 . - - - - - = . • -- - .4 _, -• . '-V • • - S r - S. '• 9 Spiral stairways must have .a clear walking 5/ The maximum slope for a fire retardant (space of 26 inches between the column and 4ui1t-up roof, with rock or gravel surfacing, is handrail, show dimension Section 3306 (f) 3 inches in 12 inches, Section 3203 (e) 2 44. Provide I.C.B.0. Research Report and Number • The minimum slope for afire retardant- Of or metal stairway, or submit plans and ' 'built-up roof, with cap sheet 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' /Sl Specify minimum 1/4 inch' per foot roof inspection per the approvedfabrication Plans. •pe 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. 4ovide In buildings over2stories in heit, 3/4 hour fire-rated assemblies for all Yectio*n Show roof'drainsand overflows. openings'in the exterior wall belo'w or within 10 3207.,' . '5- feet horizontally of an exterior stairway. An exit balcony with 2 separated stairways is Provide skylight details to show compliance ri~ exempt. ,,Section 3306 (1). . ' ' Sections 3401 and 5207 or provide -I'.C.B.O. 5- approval number. . • .4/. Exterior stairways shall not project into /the 3 foot setback from the property lines. Plastic skylight'must'be separated from. Section-3306 (n). . /Kac-h,other by at least 4 feet. 'Section 5201 (a) 6., The walls and soffits of the enclosed usable space under interior stars shall be Show attic ventilation. Minimum vent. ea /is protected on the enclosed side'as required for 1/150 of attic area or 1/300 of attic area if . one-hour fire-resistive construction. - at least 50% of the required vent' is at least 3 ; Section 3306 (in). ' " ' 'feet above eave vents or cornice vents.. Show required area and area provided. E ROOFING Section 3205- (c). ' •: ' Specify roof slope . F MASONRY Roof slope,is not adequate for roof type s,y'- Provide fireplace construction details or - 'specified. Table 32-B;, Section 3203 (h). ,. /note construction to be per attached fireplace standard drawing. chapter 37. , - Show veneer support and connections in - (5. Specify ,roof material and application. Seismic Zones 3 and ii, comply with Section 3002, 1Chapter-32. - .. 4, 5, 6, and'-Section2515 (a) regarding ties and - -'• . - .' , ' • . '? #9 .wire in horizontal joints' or show' '' Specify I.C.B.0. or U.L. approval number , construction to be per attached sheets - 'for roof materials not covered in U.B.C., e.g., ' 301 or 30-2. title, etc., Section 107 /r.wf W/is 'S ' •' S ' •'•S•'. '55- .•. S ', - •,S* * 5-,,.• 55 5-47 ' '5- - - • 5' - - "5-' - S ' '" r'4 - S ' • S , ,, S ' ' ' ".5 '-5 ' S 5 3/25/86 ' ' . "•• . '.•- -, S S • • - S ' - .5- 5' , S ¶ r I Show height and construction details of all ip" Openings between carport and residence fmasonry walls. thapter24.. /require self-closing doors and stationary -, windows Section 1214 Note that' cleanout openings 'shall be (provided at the bottom of all cells to be grout 7,2' Show garage framing section, size of header filled over 4' in a single sour. Cleanout shall ' foyer garage opening, lateral cross bracing-at be sealed before grouting, after.inspection.' . plate line, method of bracing garage front, and Section 2414 (a) 8. holddowns if required. Chapter 23. 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. Tabl 25-I. lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in 2'. Doors may open into the garage only' if the wood ledgers is not permitted. /floor or. landing in the garage is not more than Section 2312 (j) 3.. A. '' 1/2" lower than the door threshold. S Section 3304(h).' .. Provide details for damp proofing the . oundation walls, below finish grade,' where " 3%'. Provide an 18" raised platform for any FAU, H. useable space exists on the interior side of the .lwater 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). . 6eenShow a minimum 2" air space and flashing planter and building walls H FOUNDATION xAjucs1IS Section 2516 (c) 7. Per soils report, noteon the plan the /So G. GARAL SAND CARPOS ls classification, whether or not the soil is - .. •, expansive, and note the allowable bearing value. .. S Garage'requires 'ene-hour fire protection on ' Setion 2905 (c). (the garage side of walls and ceiling common to the dwelling. Table S. B.-Section 503 (d). ). The foundation plan does not comply with /the soil report recommendation for this project. () All elements supporting floor above garage, . Please review the report and modify, design, - - including walls 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).. . Providenotes on the foundationplan .. Xsting Show,l3/8"solidcore self-closing door - - the soils report recommendations for for openings between garage and dwelling. '- foundations, slab and building pad preparation. Section 503 (d) / Garages are not permitted to open into a - . : • ' . '' 'S - room.used for sleeping purposes Section 1104 - 5 -c -.'. S -' 1 - U.. 5 . S 5_• '.' S •, , ". - - . • . S ,l'S . - , -. - • • , . . _ . -S. ''' S - S. - . • • • S S - ••• 5 '5 .. S 54.' S is - 6 , . .. 'S •SS,,.' -' , '.i t 3/25/86 ) I I 7/. The soils report recomnends excavations be (j) Show foundation sills to be pressure ./reviewed by soils engineer. Note on the treatd,' or equal. Section 2516 (c) 3.. foundation plan that "Prior to the Contractor. requesting a Building Department Foundation Show foundation bolt size and spacing. Inspection, the' soils engineer shall advise the -. 'Section 2907 (e). building official in writing that: Specify Size,' I.C.B.Q. number and 1 the building pad was prepared in "manufacturer of power driven pins Show edge accordance with the soils report; and end distance and 'spacing. - Section 306 (f). 2 the utility trenches have been properly backfilled and compacted, ' 91. If required by structural calculations, and; . show size, imbedment and location of hold down anchors on foundation plan Section 2312 (f) 3. the foundation 'excavations, formings •' - ' - and reinforcements comply with the () If hold downs are required by calculations, ' soils report ajid approved plan". note on plan that hold down anchors must betied - ' in place prior' to foundation inspection. 7.'Show height of all foundation walls. Section 305(e) 2. /Chapter 23. 89" Show adequate footings under all bearing 7/ Show height of retained earth on all" Aalls and shear walls Section 2907 (b) 'toundation walls. Chapter 23. . .. .. ' • 9/ Show on the elevations, stepped footings If cut orf-ill slopes-exist, show distance : Xoofffou,ndation /for slopes steeper than 1:10. to edge of cut or fill slopes and Section 2907 (c) show steepness and heights . of cuts and fills. Chapter 29. .-- ' ' ' • ' . Show minimum 18" clearance from grade to' - '' /bo'l t0m of floor joists and-minimum 12" Note. on plans that wood shall be 6" - timum~above clearane to bottom of girders. ' finish jrade. Section 2516 (c). Section' 2516 (c) 7. 'Note on plans that surface'water will drain , Aun Show.pier size, spacing and depth into () isturbed soil. Table 29-A.' away froth building and show drainage pattern and key elevations Section I2905 (f) ' Show minimum underfloor access of /2~1 . - .• Section 2516-(c)'. p4. 'Dimension foundation per U.B.C. Table 29A: / Show minimum underfloor ventilation equal /t0_1 Floors - . ' - ' sq. ft. for each 150,sq. ft. of.underfloor , Supported Stemwall Width ' Depth '- area. Openings shall be as close to corners as 1, 6" 12" i2" - - practicable and shall 'provide cross ventilation - , 2 • 8" - 15" 18" , ' on at least two approximately opposite sides. 3 10" 18" 24" Section 2516 (c) *Foundations may support -a roofin addition to the floors Where only a roof is supported, use - foundation for one floor'- :- ' , ' '. -• - ' -• - ' ' '. -, • . ' . - - ' .. - -- - * . ' - - - _: - . • • ' - •• - - '.*' - .; A I I 3/25/86 ,'- . - 5, 1 -- -. ,. • ' . ' '- - - ' '. ' Specify that posts' embedded in concrete Show 1/2" minimum clearance between top ,3.ø1 /shall be pressure treated per USC Std No 25- plate of interior partitions and bottom chord of i 12 Section 2516 (c) trusses (To ensure loading will be as designed) I FRAMING 19 Show double top plate with minimum 48" 9J Show-wall bracing. Every exterior wood ,Yap splice. Sectioñ 2517 (g) 2. fsud wall. and main cross partition shall be - - braced,at each end at least every 25 feet of 10/ Show nailing will,,be in compliance with length with 1 x 4 diagonal let-in braces or Tble 25-Q equivalent Section 2517 (g) 3 Show. or note fire stops-at the following Note cross bridging or blocking Floor ocations per Section 2516 (f) joists and rafters 12" or more thdepth shall b supported laterally by bridging at intervals not a 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 9/ Show blocking, at ends and at .supports of . . . the -wall. . 4loor joists,-and for r*afters at. exterior 'walls.- I - •• 0 Section 2517 (d) 3 b at all interconnections between . -- - - - .• concealed vertical and horizontal - - Show solid blocking at ridge 'line-and at spaces such as occur at soff its, drop exterior walls on trussed roofs ceilings and cove ceilings, Section 2506 (g), Section 2517 (h) c. - in concealed spaces between stair - If0. Show double joists. Floor joists shall be - stringers at the top and bottom of the oublèduxider -bearing partitions running - -run and between studs along -and in parallel with the joists. Section 2517 (d) 5 s ---- •- line with the run of stairs if the walls under the stairs are unfinished, Bearing partitions, perpendicular to e and • - sts, shall not be offset from supporting girders, beams, walls or partitions, more than d in openings around vents, pipes, - - the depth of the joist. Section 2517 (d) 5 .. -. . . ducts, chimneys, fireplaces and - -- - similar openings which afford a -- - 3Ø2. 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 ceiling Joists, where rafters and materials ceiling joists are not parallel t Section 2517 (h) 4 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 , Non-bearing 2 x 4 max 14', 2 - dthan. 45 degrees to the horizontal. x 6 max. 201 . Table 25-R-3.' IQ( OPPs1 Section 2517. (h) 5.. Studs suppting two floors, a roof and ceilingmustbe3x4or2x6atl6"oc Table 25-R-3 I-- - ... . . . - .-- - •.- -s.-i.- - - -' -- -- - . -- -- - -- -.:-- -CI A 8 3/25/86 - •0 -- -. 0, S - - - - - -- . -S. - - ------S..; - ,- ..... S - .-- 1 •o.-C. .0 S 5 S '' - ".: -- -- -•. : •. L -' - -. . . S-., - Note an A I T C 'Certificate of Compliance 12,1' Show on the plans all structural 11 or glued laminated wood members shall be given developed in the structural 1/equirements - tothe building inspector prior to erection. calculations. ,.•. ' ' .. 5 Section 306 (f). Columns and posts l'ocated 'on concrete or. Detail all post to beam and post to - ,Iasnry floors, or decks exposed to the:weather ffóting connections and reference the detail to or to water splash or in basements and which -' the plan. Section 2516 (i). - - support permanent' structures shall-be supported : / by concrete piers or metal pedestals projecting - (z. Detail shear transfer connections, '. - above floors unless approved 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. . - . 3 Specify nail size and spacing for all Individual concrete or masonry piers shall /ro~ect ' shear 'walls, floorand roof diaphragms. . at 'least 8 inches above exposed ground Indicate required blocking.. Maintain maximum unless the colimns or posts which they support - diaphragm dimension ratios. (Tables.25 I, 3, K) - are of approved wood of natural resistance to and Section 4713 (d) l decay or treated wood is used Section 2516 (c) 4. ' ' S - - 1). Show 3" x 4" or 2" x 6" studs in first story of three story building. Table 25-R-3. " 9. Show location of attic access with 'minimum S - . . size 22"x 30". Section -3205. 5 11 Provide truss details and truss -S '4lculations for this project. S. - i. Show draft separation for attic areas - -. . .- . Setween units in a duplex. Section 2516 - .Q.- Provide roof fra.ning plan and floor .,,-.framing plan. Section 302(a) 7.ec7P/ st Wood stud bearingwa1ls, with studs at 24" .. - £/5eds,,i,4r'a,n's.ç p/a,ss. Provd -i;: f n'Pia" - require 3 en. 2 x4 or 2 ea. 2 x 6 'or -.2 - ProVideframing sections through .. ea. .3 x 4 top plates if supporting either floor members or roof trusses that are spaced more Cfro.55 re4erep SecYo.-,s .-. PIav, than 16" o c and do not bear within 5" of the supporting stud.,Section 2517 (g).2. 1/ Specify plywood grade and panel Section 320 (a) 7. ,(dentification index. Table'25-N. . . 1)1 Specify all header sizes for opening over. 12" When roof pitch is less than 3:12p design ,.4' wide; Section 2517 (g)-5. ' 5 ,ridge as a beam. Section'2517 (h). Provide calculations for main vertical and . - 1)'. If foundation cripple wall studs are less - - horizontal framing members and post footings ,'han 14" framing shall be solid blocking - . - Section .302 (a) 7. pe.btôw . - - Section 2517 (g).4. J / .5 'Provide ]Zb. calculations for lateral*loads,-- shear panels, shear transfer and related Section 302 (9) 7. -Pri'cI C1 r,t 0 Cc.•Cc'.5. (ceS.TIl, 8_1, S CA - S Li • ..-: ppr.- a,-, - , . r ,,, C P... )..e S. _. - -- . S S . - - - - .. ., 5- - 5_ . •- 1 S - ' S - 9 1 - . . . '.. • 3/25/86 * • - S - - !._. -• ' :- ' .- . - 5 - ,.- . . 0 ,- .-•.--•.-- .' '. ' 1- •• ,- -. ,.. -',.. 4 I,. 4- l3, Cripple wall studs exceidxng 4 feet in 146 Show minimum 30" deep unobstructed working )ight shallbe-3 in by4 inch or2 inches by sf,ace in front'of furnace. tSection 505, UMC.-.-.. 6 inches when supporting 2 stories.' Section 2517 (g) 4. Note on plans, clearances to be per - -manufacturer's listing. Section 504, UMC. Show plywood sheathing over exposed eaves, . Tother weather exposed areas, is. exterior .. Furnace shall not be installed under any )%'. grade Section 2516 (g) 3 stairway. Section 704, UMC 171. Show a weep screed at the foundation plate Furnace shall not be installed in any lime /edroom, on all exterior and stud walls-to be bathroom or in a closet or confined . stuccoed. Section 4706 (e). -, space with access only through such room, unless specified as direct vent appliance, enclosed 13 Show corridor width to be minimum 36". furnace or electric heating appliance. . ction 3305 (b).. . ' . - Section 704, UMC. . •• . . 131. Specify truss layout for 30" x 30" attic ShdwI.C.B.0. 'approval number for prefab Access lace. l3% Ridges, hips, and valleys shall be at , 15 Show access to the attic or underfloor 'least one size larger than supported rafters. . furnace to be minimum. 30 inches by 30 inches. -.- Section, 2517 (h) 3. •. . . Section -708 & 709 UMC. . 1). In open beam construction, provide strap . l)6 Note that passageway to the attic furnace ies across the beams at the ridge Support. -. - shall be unobstructed and have continuous solid- Section 2501 (b). flooring not less than 24 inches wide. -- 4' Section- 708i UMC. .1: MBANICAL .•, . . . .- . ,6. Show permanent electrIcal outlet and. All heating, ventilating, and.cooling systems -- 4ighting fixture controlled by switch for the ;-. .. and appliances shall comply with the Uniform . , attic furnace. Section 708, UMC.. . • , . Mechanical Code. .: S . --•' • l). Show details to comply with Section 709 . '- 171. Show the size, location and type of all 40r furnace under the floor, or Section 710 for . $eating and cooling appliances or systems. . roof or outside furnace. Show source of combustion ir to furnace, ~~erChapter 6, UMC. - - Note on plan: Gas vents and noncombustible jiping passing through three -• floors or less shall be effectively draft. e. Every dwelling unit shall be provided with stopped at each floor or.-ceiling.. eating facilities capable of maintaining a room . UBC, Section 1706 (a) 6. • - -- - -- - . temperature of 70 degrees F. at 3 feet above the :• - .• .. '. - floor in all habitable rooms..Show basis for compliance UBC, Section 1211 - 4. - - - - ,_•4 .- 4, - t - ,- 4-. - 10 •- .•.' ,- .: - , • - - - 3/25/86 K ICAL (NATIOiI&L KLECTRIdAi (X)OK) Fuel combustion water heater shall not be - installed in,bath'or bedroom or in a closet All wiring shall comply with the National opening into bath or bedroom Electrical Code UPC, Section 1309 Show on the plan the amperage of the ,. l ' Provide adequate barrier to protect water 4lectrical service, thi location of - the service Ieater from vehicle damage. UPC, Section 1310. - - panel and the location of any sub-panels. iyL Show location of all electrical ,. lØ' Show T and P Valve on water heater and /eceptacles. , ,4how route ofdischargé. line to exterior. / tJPC, Section 1007 (e). i$.- Electrical receptacle locations and/or -' pacing is not adequate. in vide dryer vent to. outside. Al,,{JMC Section 1903. - . . -. . ••. •--. , . Note on the plan that hose bibbs and sm' sprinkler systems shall have approved backf low - prevention devices. UPC, Section fl 1003. Show at least one convenience outlet other ' 'fhan outlets for .laundry, etc., outdoors, in • l,Ø". Shower stall shall accommodate a30" garages and basements. NEC, Art. 210-52. /circle and -havea minimum floor area of . I . 1,024 sq. in. UPC, 909-(d). .15/. Note'convenience outlets in bathrooms, • 1tdoors, and in garages and basements (other Ii I)ISK ThJ1AII(4 (DUPLEXES) than for - laundry 'and similar equipment) shall be GFI protected, NEC, Art. 210-8. 1)6 Show details of duplex common (party) . calls and floor/ceiling assemblies to achieve a ,. )5. Note electrical system ground to be Sound Transmission Class (STC) rating in walls , fprovided per NEC, Art. 250-81. of 50 decibles- and on' Impact Insulation Class . (IIC) rating on floor/ceiling of 50 decibles. L. PUMMUM (UN[FO,cil P.U1BING E) • '- • Title 25. l$ Show water heater size, type and location h4. Show how penetrations of assemblies for' ,4'n-plans. UPC, SeCtioC 1310. . /piping, electrical devices,.recessed cabinets, bathtubs, soffits, or heating ventilating, or •, Show sourcefor providing combustion air exhaust ducts shall be sealed, lined, or /to fuel burning water heater. If wall ojening insulated to maintain required 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 : . 1)1. Provide insulation in walls and ceiling to one-half within the lower twelve inches. • - achieve STC of 50 'between garage and living area UPC, SectiOn 1307 if,garage use is not-controlled by resident. -• . -, - Title 25. '• • -,•• I.. • •s• • '• • - t , ._ • •- - •• • • --'--•. • -- -" - ' -_ 11 2 1 7 3/25/86 - . 0 , - ' --: - '' - I. N 4Y CONSERVATION: PLEASE READ Specify on the building plans all of the Zdator'y energy.conservátion requirements as State regulations (California Admn. Code) listed on the enclosure titled, "Mandatory require that the design satisy one of the Energy Conservation Requirements". attached alternative energy packages or submit calculations. The law, also requires that many, Show the size, type, make, model and /ocation mandatory conservation items be,satisfied. of the space heating (or cooling) * system and provide heat loss calculations if the K ' Slow'on the Title Sheet of the plans, the output BTU/Hr. exceeds 5,000. • ir'ed elements of the alternative energy • ., • package that was selected, and next to each o. CARLSBAD S.F.D. & DUPLEX supPi.qr " element show how 'you are complying with each element. If calculations were used; provide Energy conservation 'design should be for /one ' similar data on the plans 7 See attached energy packages The plan sheet showing the required - tlements ' )%. Floor drains must have auto-prime . of the selected energy package, and /(city policy). listing the design elements showing compliance ' with that selected package, must be signed by 'li. Note exhaust fans cannot be ductless type , • either the owner or a licensed professional . , 4'city policy). i.e., architect, engineer or contractor. A •• ' .• design professional must note his/her state New residential units must be pre-plumbed /ture license number. Section.1403 of Title 20. fu solar water heating. Note "two roof -. ' jacks must be installed" where the water heater ip4. Show on .the plans ,the "R" value for the is in the one story garage and directl"below " d(alls, floors, ceiling and related areas. . the most south facing roof ' ' • (City Ordinance No. 8093). •. 1).. Show double glazing as .per Energy Design, 6n Glazing Schedule. . .. 1J4. Note "two 3/4" copper pipes must be • ', . ., . - . . 44:nstalled to the most convenient future solar Show on the plan how shading requirements, panel location when the water heater is not in 1. a are satisfied. '. one story garage and is-not-directly below the most south facing roof. The plans are not in compliance with the - . (City Ordinance No. 8093). • • j energy conservation compliance package selected . or design calculations provided. -Slow on plans , • . 'All piping for present or future 'Solar- /ater conformance as .follows: ., ' heating must be insulated when in areas be brik that are not heated or cooled by mechanical r - mean(city policy). ••. - 5(1.. z'- fJa.-' Per (!L_ l9 Incorporate the watezroofing details, on /e attached Policy 80-8, where interior living - - - ' space occurs below grade at the masonry - wall(s) * - ..', . • * - -- :, . - . • • ' r-' ' •. . • •. •.-e 12 •, • •'-' .;5. '. .'•-•. .5 - . * - . • - 3/25/86 •' 5- -- • , , - - -• Show on the Title Sheet on the pla, the '~o 194"USC Adopting Ordinance 8792 requires Rroof an ail :trtures rmation required by the attached I :: Developmental Services. Sheet 102683. •-. . Show compliance with UBC S.ction 3203(e). 1-, 'All new.residentialbuildings, including City Ordinance 9792 requires two park- / ingspaces/unit with clear area of . . 7additions,requira a soi1sreport. Please machines, etc.. Show compliance. submit two copies Heavy timber: framing, minimum 6" x. 10" . .. . . . ... • .. . . and minimum 8" x 8" 1 post, for the ,deams . structural beam and column,supporting the fir& . . V..:. . .. separation between the garage and living area . above; is acceptable if shown oi the plans. ..- . . . .. . (city policy). ' - . . .... . . . .,• ., . ,,. - . . Please see additional corrections, or ,4emarks, on the followingpage. . . . The City of Carlsbad há.s contracted with Esgi1 . . Corporation located'at 9320 theapeaka Drive, ' I •., Suite 208, San Diego, California 92123, telephone number of 619/560-1468, to perforl the . ._. plan check for your project. If you have any, .., . . . questions regarding these plan check items, . .- . . . please contact_____________________________ atEsgi1.Corporatin. If -you have any questions .. regarding City Building permit procedures, . . • . . please contact Carter Darnell at the Cityof .. . ... . .. . . . . . Carlsbad, 2075 Las Palmas Dr., . . . . .. . Telephone (619)438-U61 4 Thank you. . . .., . . .. . . Enclosures: . ,.. . - . .• . . . . 2 -. 3. . . .. . -. ... . .. .- . .,. • - 13 10/6/86 * . .. . ,.- . ., .. - •. ? TM FOLLWING SPECIFYIIX 'MANBAIGRY RUIR1ENIS SBJLD BE IN)RPORAI1) ON' PLAN OR CONTADIED WtN JOB .SPECIFICATION OOaJMENTS. MANDATORY 'ENGY CONSIRVATION RXJIRENTS OF THE STAIR 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 back the thermostat twice in 24 hours. (4)_ 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 furnaces, 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. All transverse duct, plenum, and fitting joints shall be sealed with pressure sensitive tape or mastic to prevent air loss and shall be insulated to conform to the provisions of Section 1005' of the UMC, 1982 Edition. A vapor barrier is, required in climate zone 1, 14, and 16. All manufactured windows and sliding glass doors shall meet the 1972 ANSI air infiltration standards and shall be certified and labeled. (10)' All swinging doors and windows leading to unconditioned areas shall be fully weather-stripped. (U) Storage type water heaters and storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater. The five feet of pipe closest to the,water heater, if outside conditioned space, shall be insulated with a 'minimum of R-3.- Steam and steam condensation return piping and recirculating hot water piping outside the building envelope shall be insulated in accordance with 120-1406(d). Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficiency of not less than 25' lumens per watt. - Showerheads and faucets shall be equipped with flow restrictors as outlined in the appliance efficiency standards and shall be dertified to the Energy Commission. Masonry and factory-built fireplaces on exterior walls, shall be equipped with tight-fitting closeable metal or glass doors covering the entire opening of the firebox, a combustion air intake equipped with a readily accessible, operable, and tight fitting damper to draw, air from the outside of the building; and a tight fitting flue damper with a readily accessible control. ' Insulation used shall comply with California Quality Standards. The insulation installer-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 builder' stating that the installation conforms the requirements of Title 24, Part 2, Chapter-2-53, 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 "R" value, and (in applications of loose, fill insulation) the minimum installed weight per square foot consistent with the manufacturer's 1abe1e4 density for the desired "R" value. (18)' 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. Form ECH' 3/5/86 '4.. -- - F p ' - Building. Measure Package Designation - - - -.- A B I cii Zj 314 5 6 INSULATION ft-VALUE MINIMUM Ceiling 19 30' 19 30 30 30 19 30 19 30 19 Wall - .. 11 Ili 11' 11 11 . II 11 11, 11 11- 11 Heavy Wall . .2.52.52.5 NA NA 2.5 2.5 2.5 2.5 2.5 2.5 LighMass,Wall 40 35 3.5 NA NA NA NA NA' NA NA:' NA Slab Flàor Perimeter NB. 7 MR - NB. NA NR MR NB. NB. .7 NB. Raised Floor. . 11 11 LI NA 19 NR . NB. 19 19. 11 11 ATTIC3 MR NB., MR REQ REQ REQ NB. REQ NB NR NB. GLAZING MaximumU-Value 1.1 .65 1.1 .65 .65 .65 1.1.65 1.1 .65 .65 Maximum Total Area Z NB. 14 14 20 20 20 24 20 24 NR NB. Maximum Total Nonsouth ' • ,' Area Z. ' . . 9.6 NA NA NA NA NB.. NB., MR NB. 8.4 9.6 Minimum Total South Area Z ' , 6.4 NB. NB. NR MR NB. NB. NB' NB. 5.6 6.4 SHADING COEFFICIENT South-facing 'Glazing NB. NR UR NR NB. NB. NB. NB. NB. . MR NR West-facing Glazing NR NB. MR .36 NR MR NB. NB. NB. NB. North-facing. Glazing NB NB. NB. NB. N MR NB. NB. NB. NB. NB. East-facing Glazing NB. NB. NR NB. NB. NB. NB. NB. NB. MR . NB. RMAL MASS EQUIVALENT •• ' . X Slab Floor Exposed7i 8 50 NR NB. 25 5 25 25 20 15 NB. 50 NFILTRAII0N- CONTROL , . Continuo Barrier NB. NB. NB. MR NB. NB. NB. NB. NB. MR NB. lectrical Outlet Plate NB. NB. NB. NB. NB. MR NB. NB NB. MR. NB. Gaskets Liz-To-Air Heat Exchanger NB. NB. MR MR MB. MR MR MR NB. NB. NB. PACE HEATING SYSTEM • ., • ••', Gas Furnace Seasonal . • Efficiency'Z . ' HIM fIN HIM HIM HIM HIM HIM HIM HIM Heat Pump ACOP 2.5 2.5. 2.5 2.5 2.5 2.5 2.5 2.5 2.5 Electric Resistance" - NO NO NO NO NO NO NO NO NO . YES YES PACE COOLING SYSTEM A/C or Heat Pump SEER ' . ,, - - . , ATER HEATING SYSTEM Gas, Heat Pump or Solar " ' • . •. . .. ' with Any Backup. . REQ REQ REQ REQ REQ REQ REQ REQ Sólar,vithCas Backup * REQ . REQ REQ I C - I'. ' - --'p. • - .I• . I. * •• -: •• --, 4:i: 4" brick Concrete block 90 pcf . Concrete block 140 pcf Climate Slab exposed -block density, block density, solid Zone Floor Z one side grouted • grouted • 5 - ' -4 6" • 4•• 6" 15 21 18 17 14 . 13 - 20 28. • - 24 • 22 .. 18 18 7 25 - .35 30 ' 28 - 23 22 - . .5 _5 ', ' ' Table 17. Notes for Tables 1through 16" - .- - I; r - LEGEND: NR - Not required, N/A - Not 'applicable,, REQ Required, -' .. . MIN'.Minimwn 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, it must cover at least three-quarters - (3/4) of the, ceiling area over conditioned space and be.vented. . .• .- .7. In alternative compoüent Oackages..which require themalmass (other than - Package A), the specified 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.. Uncar'peted first floor üeas . such as . linoleum or tiled entry ways1 - kitchens, bathrooms, and utility closets may all be.càunted towards this requirement. S S .. . .5 S. Thermal mass required for Packages, E,1,2,3 and 4 must be either S S equivalent to a slab floor covering one-fourth (25 percent) of the floor area with a thickness, of at least 2 inches. and 'a volumetric heat capacity of 28 3t/ft3 °F (see below 'for surface area of matrials examples) or S provide th'e' minimum total,mass capacity listed in Table 17 of Appendix A (use the Point System to cal'cu.late the mass for other materials).- ,.•. S 4 'S DELPMENTAL 1200 ELM AVENUE SERVtCES I ' . . - CARLSBAD. CA 92008.198 BUILDING DEPARTMENT • (319)438.5525 Citp of CarIbab 5 4 S . •'. .S 4 5 5 5' .5 3 S . •2S . 5 . - -•I 5 •4 A_S 2.-, - 4 55 5. 4 7 THE INFORMATION LISTED BELOW MUST BE SHOWN ON THE TITLE SHEET OF THE PLANS S. FOR YOUR SINGLE FAMILY DWELLING . Site Address -. S ' •. ';•.-. . . S ,. 2 . I .•• S . - S - . -. -. : . Legal Description .5 Assessor's Parcel Number 4 - Quantity of Grading in cubic yards Contact Person -Name and daytime-Phone-Number L . . . . . .. Circle any Planning Commission or City Council Action on this Property Variance, 1 Conditional Use Permit, Tract or Parcel Map, Zone Change, Planned Development, Redevelopment Permit, Specific Plan, Site . 4 Development Plan 44 .4 PLAN CHECK NUMBER 5 -5. - S S S . 4. 5 ,_ 1 - •5, . '5 S - •' 5_• .1• •. .5 , 'S - -' • ,-: cd 112383. .' . , 4 - 4 5 ,• 4- . 5'.• 5 5 5 - S 2 S , _5 5 4 4 , 45 • -.5 *5 •ç5 .. 55-4' '4 .55 —44 ,-..I A *.4 .42 1 , •.5- ,s4455 .5. 5--. S • S. -. S •5 • S S S 44 .2 ', Datei &'-'/--7 CITY OF CARLSBAD Prepared byt D ydg. Dept 4Ii VALUATION AND PLAN CHECK FEE' - -"Esgi1 PLAN CHECK NO.(ô o ' • BUILDING ADDRS R)3. 57J APPLICANT/CONTACT ,"i,Je c,&/,,,c PHONE NO. 75 BUILDING OCCUPANCY-/-1,'-- DESIGNER PHONE _ TYPE OF CONSTRUCTION Z/ CONTRACTOR PHONE._•—• BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER -VALUE' , ''- ' - ____________ iso ,4 5-4:c-O 7U. oo _______ 3O Iii7' 4_• IO .01 Air ConditioninE Commercial - Residential ' Res. or Comm.— Fire Sprinklers Total Value • - - I • Fee Adjusted To Reflect 0 Energy Regulations (F'ee x 1.1) 0 Handicapped Regulations (Fe.e x 1.065) Building 'Permit Fee $ Ptalla ' ' $ Plan C heck -Fee _ C 0 fl ME N T S- 47 ' I. - ' • 8/4/82 ENGINEERING CHECKLIST eZZ'cv' LEGEND . . . ,Date: ___--' '. 5 ;Plan Check No. . ., - Item Complete. Project Address Project Name: j, L-1. S (J) Item incomplete - -Needs.. Field Check Date: .. - . . Your Action By . .1 ,2, 3 Number in circle. indicate plancheck number that deficiency was identified CO CO CO LEGAL REQUIREMENTS , . '> Site Plan D 1 Provide a fully dimensioned site plan drawn to scale m Show: North arrow; property lines; .'easements, existing -. - and proposed structures, streets, xist.ing street improve- o u . ments, right-of--way width and- dinensidned setbacks. -- 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 El El El - -53 Provide legal description of property. Provide'4. assesso sarcelnumber .-1 PERM lTS REQUIRED Grading - E1" El 0 5 Grading permit required 4 6 Grading plans in plan check PE El' El 7 Need the following completed prior to building permit issuance El El El A Grading plans signed -. El B Grading permit issued . - 0 0 C ' Grading completed D Certification letter and compaction reports submitted El" 0 E Grading inspected and permit signed off by City inspector. El. El .8 Right-of-Way Permit required for work in public right-of-way (e.g., driveway approach, sidewalk, connection to water ma in, etc) LI D 9 Industrial Waste Permit application required To be filled out U completely and returned to Development Processing "S • • . - V - S. - • I "l Vt. .VI ' • .• 5'_ ._.5_. . -, -VS -' - -•.: - 5.- • -V - V.'- S -•.-- -V • V• - 51 : -• . - -' -t ' . .•-. .4' .• -5 FEES S - REQUIRED . 'V - •'_ 5•' •- -.5 -.. , V - • fl 10 Park-in-Lieufees required • .. Quadrant:, , .'Fee Per Unit: ". , &- , Total Fee: 4- 11 I Traffic impact fee required Fee Per Unit:67,'' , Total'Fee: - 12 Bridge and Thoroughfare fee required Fee Per Unit $53T - , Total Fee 0 13 Public facilities fee required 14 Facilities management fee required Fe ,\ 15 Additional EDU's required: LCj - \Itc/ 2eui'). I<s_; : V Sewer connection fee: no. Sewer lateral required: . 4e.(rec V -, I S V V -•: -ILD \J Ole r- F&-v LI5- 1rriip AAD7 CLLJ12.E. Pi.1a~e I - V S • V.- V •.-f 7-a--7 If you have any questions about any of the above items identified on this"'plan, check, please call the Development Processing Department at 438-1161 A V. • V • - V • ;,.. . •V V - . - -. V V - V'V'• •- - •VV 5 --V V '• S _5 * V ' •V * •VV V - V - V • V - ,-. V - ' 5 ,. . -I - •V•V - • I V V - - - V •SV - . V V, 4 V • .4"- -, •5, V '5 .-S V V - _ V. S . -V - •, - 4 -V. .V'' ••. V- V• 5, - V• V_V V. - _S V - V• • '5 -,- -'V SOWARDS ENGINEERING P. 0. Box 517 SOLNA BEACH, CALIFORNIA 92075. JOB- SHEET NO. OF - -`7 CALCULATED BY DATE CHECKED BY__________________________ DATE . mr~ coft Via Olin. F- pgc SOWARDS ENGINEERING ________________ SHEET NO. OF . - P. 0. Box 517 . . . . . . I Ii- ' SOLANA BEACH CALIFORNIA 92075 CALCULATED BY_________________ DATE_ - CHECKED BY - DATE SOWARDS ENGINEERING P. 0. Box 517 SOLANA BEACH, CALIFORNIA 92075 ............. . ............. . ............. ............. ............ ............. H ...' ......... . .::..: H JOB T 44 MA-f 7D7' SHEET NO. 1 OF CALCULATED BY______________________ DATE_ CHECKED BY_________________________ DATE i_- SCALE \J iK-csv'.i Jt f f, . • JOB 4f MF1Q la 7 ..SOWARDSENGINEERING I OF__________ P.O. Box 517 SHEET NO. . - SOLANA BEACH, CALIFORNIA 92075 •. CALCULATED BY - DATE_____________ . CHECKED BY__________________________ DATE * SCALE' - 4kp'f r r1 &'-_ V toDV*'& A iv #g,3(0. 119" t I-! 12 S 10 1 4,"- A - - - f2'V, f2i4 T 2 U (I( RJ- uc 3i -'o - 4v4' T 44i/ 5 I (9 /i 1< Lt4 4216 47 f/i 2 EAiZ ................ 44 I t50 KI'- I1 (t _J_ JOB /...ôr SOWARDS ENGINEERING SHEET NO.________________ OF P.O. Box 517 S / SOLANA BEACH, CALIFORNIA 92075 CALCULATED BY_________________ DATE ( 20 - CHECKED BY - DATE - SCALE_- II Joe_LCTc44- t44p707c1 SOWARDS ENGINEERING -. SHEET 110._SOF P. 0. Box 517 12. 3 4 SOLANA BEACH, CALIFORNIA 92075 CALCULATED BY_- DATE i24 CHECKED BY______________________ DATE SCALE ;. SOWARDS ENGINEERING• P. 0. Box 517 I - SOLANA BEACH, CALIFORNIA 92075 JOB Lcrr 44 P44-f' 7c'7 ,JOB SHEET NO. OF CALCULATED By DATE CHECKED BY______________________ DATE_ RCALE - SOWARDS ENGINEERING P. 0. Box 517 .SOLANA BEACH, CALIFORNIA 92075 JOB lc'T 544 SHEET NO. OF - CALCULATED BY - DATE CHECKED BY______________________ DATE A) /3'x tJ ~ t )tZ 7.S +' - +1( P" :r - k Zi- 'I A (xt2- ~ec. -S7it 4 - M_) xco1-t-4" lar.4.F -4- 1'-c 73 p"' 'r(' 2o Zl4 .)C),k /oo Ie. ..............................1..................................................................... V lç4 L e,/oq 1 / 1, 16' - - to' x .i- sos- ',o vj4-ôc-o () 7+ t to 7 4i / •_fç (') .......... -............................-............A.... 3iVO A9O3433HO aLva - As 031v1n3,v3 40 '0Ni33H8 JO? eor SLO6 VIN80111V3 'H3V38 YNY1OS LtSXO9Od DNId33NION3 SOiVMOS 4: JOB SOWARDS ENGINEERING • SHEET NO 6 OF_• P.O. Box 517 - •• • SOLANA BEACH, CALIFORNIA 92075 - CALCULATED BY__________________ DATE________________ CHECKED BY__________________________ DATE -• 4 l__• - SCALE SOWARDS ENGINEERING P.O. Box 517 SOLANA BEACH, CALIFORNIA 92075 Joe £r 44 SHEET NO. OF CALCULATED BY DATE CHECKED BY_____________________ DATE 8CALE .......... .... ...... ........ .. ..................................................... ....................... £ . .............................................................................................. ............................................................................................................................................. I- - A - SOWARDS ENGINEERING P.O. Box 517 SOLANA BEACH, CALIFORNIA 92075 'JOB SHEET NO. Of CALCULATED BY '- DATE CHECKED BY______________________ DATE - SCALE tr - JOB LOT '44- . 4 SHEET NO. OF CALCULATED BY______________________ DATE CHECKED BY DATE 'SCALE SOWARDS ENGINEERING P. 0. Box 517 SOLAIIA BEACH, CALIFORNIA 92075 lit F. I 1 'x: 11 SOWARDS ENGINEERING P. 0. Box 517 SOLANA BEACH, CALIFORNIA 92075 JOB LQTc44 SHEET NO. ___4. •OF • CALCULATED BY______________________ DATE CHECKED BY__________________________ DATE SCALE •-• I.• • JOB c44d SOWARDS ENGINEERING P.O. Box 517 'SHEET NO. L OF______________ ,• - SOLANA BEACH, CALIFORNIA 92075 CALCULATED BY__________________ DATE________________ - CHECKED BY • DATE - - 4 - 'JOB SOWARDS ENGINEERING SHEET NO. ' OF_____________ P.O. Box 517 •' ' ' 'SOLANA BEACH, CALIFORNIA 92075 - CALCULATED BY__________________ DATE________________ CHECKED BY__________________________ DATE - JOB_Lc,T 44 SOWARDS ENGINEERING SHEET NO. L.7_-. OF_____________ P. 0. Box 517 SOLANA BEACH, CALIFORNIA 92075 CALCULATED BY__________________ DATE _- CHECKED BY_____________________ DATE SCALE SOWARDS ENGINEERING - SHEET NO OF - P.O. Box 517 SOLANA BEACH, CALIFORNIA 92075 CALCULATED BY__________________ DATE________________ CHECKED BY DATE SCALE - (_A..i 1f / 1 4 I c14 1 -' q,-pA F 7/1-I1 0 p r) O T Cv iTost Number Wookjndinu 1 361 to 404, inc1usie October 2,197V,: 40510 456, inclusive October?, 1971 457 to 507, Inclusive Octolior 16, 1971 508 to 530, Inclusive October 30, 19/1 539 to 570, lncluIvo Novorn6or6, 19/1 571 to 621, Inclusive, November 13,,.197 V 622 to 675, inclusive Novomnbor 20, 19/1 676 to 701, Inclusi ve November 27, 1971 702 to 771, inclusive Docombor 4, 1971 772 to 1335, incluivo December 11, 19/1 836 to 905, Inclusivo December 18, 1971 906 to 924, Inclusive Doccr,i5c, 25, 1971 925 to 930, Inclusive z ; July 15,1972 •&•, 931 to 935, IncIusivui. July 22, 1972 The final tosults of tuáts and obw'tvullorra Indicate that il,o cosipac,oa loccd at 90 percent of thu inaxlniuin diy dcmslly or grcalo r . I t h c s b o n d J u r n i i n o d t h a t t h e jots, compacted .1o'90 percent o(.11s i:.axlmiin dry tknslly, Jna n'sca1pbbaiih9 ndL.02,sctuaruf03t;for one footwkic, contInuciu1o3U (àunckd atàmInlu d plocuJ. five foot of more Inside thq top 01 compacted fill u d g m o u n d ' s l u p e s . i f f o o t i n g s ore placed tic" r, to the oxposcd slopes than 5 loot lnde the top of compacl o d -fill od ground - slopes, those should be d1cpcinod one foot Lulow a 1 1 / 2 I i o : i o n t u l t o 1 v o s t i c a l l i n e p r o l c c t c s d outward and dewnmnid fioni a poInt 5 teat Isnrizcintolly isiidu the top Cif compacted (Iliad ground Iopc.s. Tots Indicate that the cornpicicd fulitd grou n d k o d u q u o t u t o s a t i s f a c t o r i l y supped the propoud wood lac,nno dwellings with ut ck.irunciil a l s u i t l o m n e n s . Expansive clay, silly cloy, and sandy c iay soils were pla c e d i n t h e u p p e r ihico loot In certain : compacted 1111 areas and also exist inIlio Upper three fo o t W o w f i n l s h o d . g : a d o i n c o r t & n c u t areas. Thu Ilnol clo1uicatons of the soil conditions oIstingon ioch lot are proentud as follows: P. __________ Iticcjlly _ çpaiisIvo Soils Lots Lots 413 to 430, InclusIve 531 to 534, InclusIve 432 to 435, lnclLlsvo 536 to 540, Inc lusivo 437 to441, Inclusive (T3ia3incIusj) ? 446 to 450? inclusive 54 556, 55/, 550 452 to 454, inclusive 563, 564, 5/0, 5/4 459 to 466, Inclusive 575, 576 470 to 407, inclusIve 570 to 581, Inclusive 4 489 to 5)0, Inclusive',"'.584 5112'10 527, Inclusive 33 S.E:I.ENGINEERINB, INC. SHEET DATE: 5/21/87 1 JOB GRAVO RESIDENCE 4401 TWAIN AVE. *20 1 •i 2805 ESTURIONST..L SAN DIEGO, CA 92120' NO. 45- (619)'290-2487 ' 1 ,- * - - I '.1 '. I POST TENSIONED FOUNDATION DESIGN 4 * . ,,• , V V - - V • . V .•; •4 V -- ' V• * - PROJECT: RESIDENCE 2805 ESTURION ST. ADDRESS: CARLSBAD, CA. ,* •..- -h.. , .. V V VV V I V •, .-. ' VV VV 'V OWNER/DEVELOPER GRAVO CONSTRUCTION DESIGNED BY GRAVO CONSTRUCTION SOILS CONSULTANT ( REPORT t W000FRAME CONSTRUCTION LOADINGS ROOF FLOOR V, • . :. • RFG 1000 PSF CONCRETE FILL 000 PSF VPLYWOOD. 'V 1.50 PSF ' , PLYWOOD : • ' 1.50 PSF FRAMING -- 3.50 PSF FRAMING ' 3.20 PSF, ' .'. . • GYPBD CEILING 2.50 PSF ' - , &YPBD CEILING- 2.50 PSF NECH.& MISC ' ' 0.50 PSF - ;V MECH & MISC ' . .0.80 PSF - s'\ ' -------------, V - TOTAL DEAD LOAD 18.00- PSF ''. , TOTAL DEAD LOAD 8.00 PSF' LIVE LOAD 16.00 PSF LIVE LOAD 40.00 PSF . V V - --' •- :' ' 3400 PSF 4800 PSF . V * '' -.- :2 •-. - WALLS , : , • ' .-. V EXTERIOR ' INTERIOR '- VV• • •, V , V 7/80 STUCCO 1000 PSF 000 PSF ES / FRAMING -. 2.00 PSF 2.00 PSF - V INSULATION V 1.00 PSF .1.00 PSF •, ' ," V , WALLBOARD . TOTAL DEAD LOAD 1550 PSF 8.00 PSF . COMPLIATION OF LOADINGS 1 / RESIDENCE EXTERIOR WALL LOAD INTERIOR WALL LOAD-- TRIB ROOF WIDTH : 12.00 FT TRIB ROOF WIDTH: 14.00 FT - -: V - •V' ' . V V TRIB FLOOR WIDTH = 700 FT TRIB FLOOR WIDTH: 6.00 FT . WALL HEIGHT.: 16.00 FT WALL HEIGHT: '. 16.00 FT I'V . : V • :- - LOAD 992.00 PLF LOAD = 892.00 PLF TRIB TO POST: . 3.00 FT TRIBJO POST V .3.00 FT - PLOAD: 2976.00 LB 2676.00 LB V V GARAGE TRIB ROOF: 8.00 FT TRIB ROOF WIDTH,: . 15.00 FT V , TRIB FLOOR WIDTH : 4.00 FT TRIB FLOOR WIDTH : 7.00 FT V - - ' • , V WALL HEIGHT • 16.00 FT WALL HEIGHT 8.00 FT •• - - LOAD: 712.00 PLF , LOAD: ?10.00 PLF . . TRIB TO POST : 3.00 FT TRIB TO POST 1400 FT V • . P LOAD: 2136.00 LB P LOAD' 12740.00 LB V V V V V V , •*'• ,, V*V • V 4VV, - - '' • V V V V, V • • . . V V VV .VV* •1 * V V V -V • IV ' - V VV - V -V V * ., . • 4 . V •V_:V • V V• V V .. V V ' . V • • • . - V • V V - ' 'V . I VV V 4 V•VVVV_ V I S E I ENGINEERING, INC SHEET DATE: 5/21/87 JOB GRAVO RESIDENCE ,: .4401 TWAIN AVE. t20 - 2805 ESTURIONST SAN DIEGO, CA 92120 2 BY: NO. 45- (619) 280-2487 • ,: : .• - • POST-TENSIONED SLAB ON GRADE Distribution of wall and post loads as an alternate to conventional footings Slab is considered a beam on an elastic foundation -Ref: Advanced Mechanics of Materials, Seely & Smith, 2nd Editio n Allowable loads will be determined and compared to actual loa d s . '. - , ; -' •. ' : Design Criteria . .-. . Post-tensioning Concrete Strength f'c -. 3000 psi 4 . Compression fc = 45 Pc 1350 psi .4 Tension ft = 6*(fic)A 5 329 psi - Modulus of Elasticity: 332 x 10A6 psi 411 Tendon fpu = 270 ksi fse 162000 psi 1 Area = 0.153 sq in Force = 24.79 kips/tendon Slab Thickness : 5.00 iches Slab I 125.00 in4 - Formulas- . . . .. '. .2.: S -- . . - . - - -, ..,__I Prestressing strand at mid-depth of slab - fa .: T/bt T/12*s ib (a + ft - Beam on elastic foundation Beta = (k/(4*EI))A.25 'M: fb*I!c (For load at edge bf slab, divide M by 1.28)' P 4*BetaZM It is assumed that these slabs will be used on clayey soil. -. ' . - . •1 k' varies from 25 to 100 for most clays, assume k = 25 - . • , I' , -• -, . - as worst condition. 1- 1) , Beta 0.01108 -' -- -a . * . ) - - ' - _: 4 . - . •' - - - IL 4, I ' 4 . - - r - •S; •. I - I' ' -. ., . - - a - ' -. - . - •-,. ' . - •.- -I- S.E.I.ENGINEERING, INC. SHEET. DATE: 5/21/87 JOB SRAVO RESIDENCE 1 4401 TWAIN AVE. #20 ... 2905 ESTIJRIONST SAN DIEGO, CA 92120 3 NO. 45- Al i (619) 280-2487 )..., 4 . I * - I S - •\•, ___%_ - I - Wall Loadings on Slab . - 0 4. Interior Exterior Tendon Wall load Wall load Spacing fa fb M Allow P Allow P (inches) (psi) (psi) (in-U (lift) (lift) 72 6885 397.48' 19874.18 880.62 687.98 69 7184 400.48 20023 85 887.25 693.17'1 66 7511 4031.74 20187:13 894.49 698.82 63 78.69 407.32 20365 96 902.41 70501 - 4 60 92.62 411.25: 20562 68 911.13 711 82 57 8697 415.60 20780 10 920.76 719 35 " 54 • 9180 420.43 A11021.68 931.0 727.71 51 9720 425.83 21291 68 943.43 737 05 k 48 10328 431.91 2159543 956.89 747.57 45 110 16 43B.79 21939.68 ' 972.14 75h.49 42 118 03 446.66 22333 11 989 53 773 11 39 127'.11 '455.74 22787 06 1009.69 788.82 36 137.70 466.33 23316 68 1033 16 807.15 33 . 150.22 478.85 23942.59 1060.89 828.82 30 165.24 493.87 '24693.68 1094.17 854.82 27 183.60 512.23 25611.68 1134.85 886.60 ' 24 . 206.55 535.18 26759.18 1185.69 926.32 POST LOADS INTERIOR . Ref: Roark, Formulas for Stress and Strain. Flat Plates, Case 55 .- . 3449 P(21fb*pi*tA2)/(3*(1+u)(log(l/a)+ 6159)) a=radius of contact area:(b*d/pl)A.5 Post size b= 350 d: 350 a 197 1) Shear limit per ACI 318-83 eq 11-36 1 Ba 30.00 in bo*dlsqrt f'c 6572.67 26290 68 pounds . Design post load 9739.40 pounds Flexural - Tendon Bending Maximum Thickness Spacing Load Post For Design (inches) (max) - Load . Post Load -4 - 72 9739.40 - 9739.40 5.00 69 9812.75. 9812.75 4.98 66 9892.76 9892.76 496 63 9980.40 9980.40 4.94 -- 60 10076 80 10076 80 4.42 . 57 1018335 1018335 489 .. I. 54 10301.73 10301.73 4.86 - .. ,. j•,. - . - --4 ' 51 10434 05 10434 05 483 48 10582.90 10582.90 • 4.80 45 10751 60 10751 60 476 - 42 10944.40 10944.40 - 4.72 .•- - i. S.E.I.ENGINEERING, INC. .. SHEET DATE: 5/21/87 1JOB GRAVO RESIDENCE 4401 TWAIN AVE. #10 1 : - . 2805 ESTURIONST. A -SAN DIEGO, CA 92120 4 NO 45- (619) 280-2487 EDGE BEAN PROPERTIES ' 5 - - S - S ' •' --5 . S. - t i o 1 Ftg depth: 4 Fig: 6t 2000 inches 5_. 5- Si••S . 5' - .o ,.• L . . Ftg Width: 1200 inches A'sy.'Ay h"2/12 yA2 240.00 1000 2400.00 33.33 832 9997.04 150.00 250 375.00 208 2130 3507.77 -r - 390.00 . 2775.00 •' 1:13504.81 inA4 .. y bar : 7.12 inches S bot : 1048.13 jA3. Stop = 1897.97 jA3 rA2 : 34.63 inA2 - .• ' '05 • , ' Stresses from prestressing ' , . - Single strand (denoted e0)j ftg at depth 6.00 inches from top. ' - '1 • + top : 7812 psi + hot = 3718 psi POST LOAD/HOLDOWN CHECK • - ',.. . ,,r - = 2976.00 LB L: 9.00 FT M:P1/12 : 2232.00 FT-LB e:(rA2lyb)*(((12 N A)/(Sb T))-1) = -1.61 inches . ' - ••5• S . V bar - e 551 Depth to cable from top of slab * POST LOAD/HOLDOWN CHECK -• - ., .' . . * P = 213600L8 L= 6.00 FT '- . N:Pl/12 : 1068.00 FT-LB • -S . . '4 e (rA2/yb)*(((12 N. A)/(Sb T))-1) • . ' • = -2.17 inches V bar - e = 494 Depth to cable from top of slab . 5 POST LOAD/HOLDOWN CHECK S • • . - ' vj . . - . N apllied 33.89ft-k Max Ten Max Camp ' . - '• . '. . . . -. - N/sb 388.0opsi 350.83 425.18 .,• :' . . • . . 5. N/st 214 27p51 * 136.15 A102.39 + SE I ENGINEERING, INC SHEET DATE: 5/21/87 JOB GRAVO RESIDENCE 4401 TWAIN AVE. #10 2805 ESTURIONST. SAN DIEGO,-CA 92120 1 .5 L -,.BY: . NO. 45- (619) 280-2487 SUMMARY 44. RESIDENCE I - - MAXIMUM EXTERIOR WALL LOAD 992.00<1500PSF ALLOWABLE SOIL BEARING USE STRAND SPACING OF 66.00inches max. MAXIMUM INTERIOR WALL LOAD 892.00(150OPSF ALLOWABLE SOIL BEARING -n" -. • - USE STRAND SPACING OF 66 00inches max MAXIMUM EXTERIOR POST LOAD 2976.00 SEE SHEET 4 FOR LOCATION OF TENDON IN EDGE BEAM C MAXIMUM INTERIOR POST LOAD 2676.00 LESS THAN DESIGN POST SIN. OKAY. SEE SHEET 3 FOR ALLOWABLE POST LOAD. ' GARAGE MAXIMUM EXTERIOR WALL LOAD 712 00(1SOOPSF ALLOWABLE SOIL BEARING i USE STRAND SPACING OF 66.00inches max., MAXIMUM INTERIOR WALL LOAD 910.00(I50OPSF ALLOWABLE SOIL BEARING USE STRAND SPACING OF 66.00inches max. MAXIMUM EXTERIOR POST LOAD 2136.00 SEE SHEET 4FOR LOCATION -. , . 2 OF TENDON IN EDGE BEAM. MAXIMUM INTERIOR POST LOAD 12740.00 LESS THAN DESIGN POST SIN. OKAY SEE SHEET 3 FOR ALLOWABLE POST LOAD. '- .5 S. r r S .- , S •S ''S .5 - • V -, _. .- I S . •.:.. 4, 5 - * . ' . S - ' ' • S - - - . S -•. * 4 _.5 - S • ''. - •-- . S .• 8 , - -- • .4 •5•• ,: - . S , -- - -. 4,5k --' -- 4 .5 * .- S. S •8. S. S - . 'S • -'S'5._5 ', ,' ,. . - .- - 'COUNTY WATER DISTRICT LEUCADIA 1. APPLICATION FOR SEWER SERVICE Owner's Name RigbyS1'ight Phone No. 755-112 'S Mailing Address 624 Rideline _Piace -,S]ah'a Beach, 'CA 92075 ' • - PERMIT ISSUED UPON Service Address S RECEIPT UILDING P MIT.' Tract Description:' lot 549., La Costa Meadows #3 BUiLDING PERMflT ST E Assessor Parcel No. 215-380-08 APPL!9 ' Type of Building 's.f. - No. Units 1 ' Connect1'n Fee $' 600.00 Lateral Size: 4" 6" - 8" -Saddle Easement Connection (pre-pd 200.00) Extra Footage: @ $ Extra Depth: - Lateral Fee Amount Rec'm - Prorated Sewer Ck. No/Cash S• Fee Date --\_. 'Total $6000 - Rec'd By DLJ The application must be-signed by the owner (or his authorized representative) of the property to be served. The total charges 'must be paid to the District at the time the application is submitted If a service lateral is required, it will be installed by-the Leücadia County Water District. The service lateral is that part of the sewer systehithat extends from. the main collection line in the street' (or easement) to the point inthe street'(at or near the applicant's property line) where' the service -lateral is connected to the applicant's building sewer. Theapplicant is responsible for the construction,'' at the applicant's expense, of-the sewer pipeline (building sewer) 'from the appli- cant's-plumbing to the -point in the street (or easement) where 'a connection is made to the service laterai.' S -' - - The connection of the' applicant's building sewer to the service lateral shall be .. -- made by-the-applicant at his expense The connection must be made in conformity - with the District's specifications, rules and regulations; and IT MUST BE INSPECTED'- AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE'USED BY THE APPLICANT. THE APPLICANT, 'OR HIS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE 'SERVICE LATERAL OR COLLEC-- TION LINE WITHOUT PRIOR APPROVALAND INSPECTION BY THE DISTRICT WILL-BE CONSIDERED • INVALID AND WILL NOT BE ACKNOWLEDGED. - •' -. '- - - The prorated prorated sewer service fee is based upon the date the District estimates that serice will begin and covers the balance of the fiscal year. There wilLbe no additional fee or refund if service actually commences on a different 'date.- •For" Y ''t succeeding fiscal years, the sewer service fee will be collected on the-tax roll- in the same manner as property taxes. - - -I The- 'undersigned hereby agrees t'at the' above information given is correct and agrees' I to the condition's as stated. - - - - • • - 2O--1 / ___ //2- witNo LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE The application must be signed by the owner (or his representative) of the property to be served. The total charges must be paid to the District at the time the application is submitted. APPLICANT MUST SUBMIT EVIDENCE OF BUILDING PERMIT WITHIN 60 DAYS. FAILURE TO MAKE SUCH SUBMITTAL WILL RESULT IN AUTOMATIC CANCELLATION OF THE SEWER PERMIT. THE SEWER CON- NECTION FEE LESS A $50 ADMINISTRATIVE FEE WILL BE REFUNDED. A six-month construction period shall b6 provided and sewer service charges for the balance of the fiscal year shall be collected at the time of application for sewer permits. Sewer service charges for subsequent fiscal years shall be collected on the tax roll in same manner as property taxes. If the six-month construction period extends into the subsequent fiscal year, a prorated sewer service charge for that fiscal year shall be collected on the tax roll in the same manner as property taxes. The full sewer service charges for all subsequent years shall be collected on the tax roll in the same manner as property taxes. There will be no additional fee or refund if service actually com- mences on a different date. The prorated sewer service charge shall not be required in those applications for sewer permits for subdivisions. Such applicants shall be required to notify the District, on forms provided by the District, of escrow closing on individual properties within the subdivision. Sewer service charges shall commence upon close of escrow and will be the responsibility of the buyer. If a service lateral is required, it will be installed by the LEUCADIA COUNTY WATER DISTRICT. The service lateral is that part of the sewer system that extends from the main collection line in the street (or easement) to the point in the Street (at or near the applicant's property line) where the service lateral is connected to the applicant's building sewer. The applicant is responsible for the construction, at the applicant's expense, of the sewer pipeline (building sewer) from the applicant's plumbing to the point in the Street (or easement) where acdnnection is made to the service lateral. The connection of the applicant's building sewer to the service lateral shall be made by the applicant at his expense. The connection must be made in conformity with the District's specifications, rules and regulations; and IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLECTION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. In the event unusual construction conditiofls occur, such as blasting, jack hammering hard rock, dewatering, etc., the applicant shall be liable for any cost over and above the established charge. The Inspection Deposit will be refunded upon the completion of satisfactory inspection of the connection to the District's sewer system. The Inspection Deposit shall not apply in those cases in which the applicant has paid plan check and inspection fees for a subdivision. OWNER'SNAME_William Lentz MAILINGADDRESS: 7733 Anillo Way Carlsbad.-Ca. 92009 PHONE NUMBER: 942-1736 SERVICEADDRESS: 2809 Esturian Street TRACT NAME/NO. LCM # 3 LOT#_549 ASSESSOR'S PARCEL NO.: 215-380-08 TYPEOFBUILDING_SFD NO./UNITS-1 CONNECTION FEE: $ LATERAL SIZE:_____ EASEMENT:__________ EXTRA FOOTAGE: @$ /Foot______ EXTRA DEPTH: @ $ /Foot_________ LATERAL FEE_________________________ INSPECTION DEPOSIT 50.00 PRORATED SEWERSERV. FEE_ 57.00 TOTAL $ ____107.00 PAIDBY:CASH_CHECK# 106 The undersigned hereby agrees that the above information given is correct and agrees to the conditions as stated. 7 Ow2 6-2-87 Signature Date Supple. to- W. V. R. 10680 Rec'd. By Account No. Ref: 15 S. PERMIT 1 :.. ' - CERTIFICATION OF COMPLIANCE 7 CITY OF CARLSBAD Plan Check No.', DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS CARLSBAD, CA92009 •y. (6i 9) 438-1161 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 the, ,projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department H SCHOOL DISTRICT Carlsbad Unified San Marcos Unified 801 Pine Avenue 270 West San Marcos Blvd Carlsbad, CA 92008 (457-4985) San Mardos, CA-92069 (744-4776).. Encinitas Union Elementary, San Dieguito Union High School 189 Union Street %%. - 625 North Vulcan.-- Encinitas, CA 92024 (944-4306) Encinitas, CA 92024 (753-6491) Project Applicant c7O APN 1j.,>/i_ Project Address 14a1/D I • RESIDENTIAL SQ. FT of living area 3/.0 Number of dwelling units SQ. FT of covered area r. SQ FT of garage area- COMMERCIAL/ INDUSTRIAL: SQ. FT.: AREA Prepared B Date ------------------------------------------- 1/p--- FEE CERTIFICATION / (To be completed by the School District) / V Applicant has complied with,fee requirement under Government Code 53080 * Project is subject toanexisting fee agreenent - - Project is exempt from Government Code 53080 I Final Map approval and construction started before September 1, 1986 (other school fees paid) Other .- Residential Fee Levied $..St(7ü based on ' 3Z/ëi sq. ft Comm/Indust Fee Levied $ . based on sq. ft @ 4_ Sch o District Official / Title Date AB 2926 and SB 201 fees are capped at $1 50 persquare foot for residential AB 2926 is capped at $ 25 per square foot for commercial/industrial