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Home My WebLink About2641 OCEAN ST; ; 87-4; PermitLENDERt> z II DillO W WORKER'S COMPENSATION3°5 o?>IS;£ 3 ;c/i JJ' Oo>III l!S* 3 2°-£z9 3 ® n z. C -n5T J ~- — 30 H«S ° ^?5°~s? slo*DECLARATIONS OWNER/BUILDER CONTRACTOR—i i 1ISTRUCTION. WHETHER SPECIFIED HEREIN ORKEEP HARMLESS THE'CITY OF CARLSBAD AGAEXPENSES WHICH MAY IN ANY WAY ACCRUEGRANTING OF THIS PERMIT.2>cnf--H 1- >Cfi r~ CO AGREE TO SAVE INDEMNIFY ANDABILITIES, JUDGMENTS, COSTS ANDAID CITY IN CONSEQUENCE OF THEAPPLICANT'S STATURE * OWNER O CONTRACTOR^N <$u*&*-s kJhjU£#~ B¥ PHONE °nj *5 1 SgS~en 2 S 5ml ( <E CAREFULLY EXAMINED THE COMPLETE!FY UNOER.PENALtY OF PERJURY THATARATIONS ARE TBOE AND CORRECT ANDD: TO COMPLY WITH ALL CITY. COUNTY§ -n> ;APPLICATION AND PERMITLL INFORMATION HEREONURTHER CERTIFY AND AGR0 STATE LAWS GOVEHNtN.=15C 11 O o S'^S'SH T3 O O Expiration Every permit issued by the BuilcCode shall expire by limitation and becomeauthorized by such permit is not commencecpermit, or jf th» bu tiding or work authonabandoned at any time after the work ts contng Official under trtenull and vo^d tf thewithin iBOdaystfOftted* by sueh pernrtttimenced for a oenod3rov(s»onsofthis>utidmg or workthe date of suchs suspended orof 180 days* AN OSHA PERMITJ 5' 0" DEEP AND DEj/ ST«UCTV»«S OVSS REQUIRED FOR EXCAVATIONS OVERMOLITION Ofl CONSTWiXTION Of* 3 STORIES IN HEIGHTrr O TOTAL FEES PAYABLEto CO CREDIT DEPOSITTEMP OCCUPANCY (30 OAYSIo33OO TEMP POtE ?00 AMPSREMODEL ALTER PER CIRCUITS -n 8CD Ln UD LT XX 1— Omz COm -i X o CO CD O cx> XCOcco0mSCOcc GARAGEXT)X AWNINGoo CO -ri GO CO O g 0o coOOCOen 500m(S)cc rtWCTOPMENT PROCESSING SERVS.~n w CO CD O O CD COCQ COcn OELECTRICAL PERMIT - ISSUE0) 6 O O jBC3 -TJ OT 5 °v cn >" rr c; S- LDm CO O 8 0 O CC 5t UMfilNtjCICD O O 1 — rn ~n m GJ f\->o CO CD CDo o0 0 TOTAL MECHANICALFIRESPR^rri C/^ Oo CO o oo oo CO XX^ o3Ditt »• > ».»t1 STRONG MOTIONCOCD en UD oo WATER SOFTNER3Dmi•a i ? 1 33 C/> O 03 o 0 do o CD CD CD COINJ EACH VACUUM BREAKERMECH EXHAUST HOOD DUCTSoro mXo m CD CD CO CD CD CD CD COro EACH INSTAL . ALfER, REPAIR WATER PIPEm Z -n C/) Z m ac:o MECHANICAL 00CO CD CDCD O CD COroro mXena-31O -n 0 m mO oo CO CD CDCD CD 0 CO OJ mXOc/)U")V)msLT.BOILER/COMPRESSOR 3 15 HPTOTAL PLUMBING 00CO CD OO QCD O3 rvi EACH WATER HEATER AN UOR VENTBOILER/COMPRESSOR UP TO 3 HPz o mo s CO o Co COCO EACH BUILDING SEWEROVER 100,000 BTUC/p m CO 0 oCD CD OO(V! T-O rnXXrn INSTALL FURN DUCTS UP TO 100,000 BTUor.c a ^ -Dm 33 S \3 o CO CD CD O CO JOF=* DHTlr~CV1BING PERMIT- ISSUE- D-i MECHANICAL PERMIT - ISSU-^ <S-SUMMARY/ACCOUNT NUMBERCENSUS TRACTPARKIMG SPACERES UNITSaD O Z^ o n su 2 S C/>Cm0 REDEVELOPMENTAREA>n ~DTYPECONSTI OCC LOADD S z w D S /Vo/ l/a//rf t/n/«s Machine CertifiedD ' D rI mr NUSTORIESS § cTl mg 1-- ( .."1 f"» J 1 REMODEL DUPLEX^j 1 om01n^IPTION Of WORK 1Co, !(» ::rCJC3nu0 / * "" *^ SS3UQOV S.U3NOIS3O<» 0' 3 I fi iz wO) -am £ Z Oo z It!1OWNER'S NAMEEleanor Desianon? >Ke » 3»t :H r-s •*r 5 >l ^g i BUILDING SO. FOOTAGEOWNER'S PHONEJJ O•s ^j BLOCKHI.!? MarSUBDIVISIONi 12?1ASSESSOR PARCEL NO.203-1 4n-n<5Iff P CONTRACT ORSPHONE » \Si si ifsrowH2)D HIO w en p DATE OF APPLICATION BUSINESS LICENSE #8/10/88 /^£/VALUATIONRenewPERMIT NUMBER87-4- RENCARLSBAD BUILDING DEPARTMENT APPLICATIOI^HfPt , ^ 2075 Las Palmas Dr., Carlsbad, CA 92009-1915 (619) 438-1161 i-iwii wi» « •_.White — Inspector Green — (1) Finance Yellow — Assessor Pink — Applicant Gold — Temporary File SPECIAL CONDITIONSBUILDINGC>,S)>COtMECHANICAL^^*ELECTRICAL^^*r^S k_w *- ,PLUMBINGj^f^•nzr-CALL FOR FINAL INSPECTION WITEMS ABOVE HAVE BEE2? -ti>m •*O*TD ^^3jr-0^ni^OT> .' 3DOT33JS-Hm •» •' i ' ' p / ' -^ - • rf •, • ^VENTILATING SYSTEMS^ 'HEAT — AIR COND. SYSTEMS'*$.&•naco"Oma3Jm-n3?zOVw MECHANICALD BONDING D POOL-^ j ~" —•G ELECTRIC SERVICE D TEMPORARY*•<Sf^•m ROUGH ELECTRIC|,*•&3 D ELECTRIC UNDERGROUND D UFFEIu^ \ i j i [ ~ELECTRICALD WATER HEATER D SOLAR WATER«OCOHmCOiMfr*s.|_i.TUB AND SHOWER PANl^^w•fc?ffTi1T)cnOCOOZ i oTJocHn1mn:>HmfcH?\\UNDERGROUND D WASTE D WATE!JD D SEWER AND BUCO LJ PL/COPLUMBINGINTERIOR LATH & DRYWALL1^s\\ZCO1—HOzw;T;mO>^SCOO Z 3D . . | , D3 IO ~~ O-I.Xf> en.£.mnHI Tlmi —D§rnOZO O T)O OO ~*3) -trn mrn f_nOZmO O TlO XZ mOHS*m mm tomO EXTERIOR LATHt>/^\^5«<>^O w< Hm u31 CO "0 c0 3)"D >C/J r~~ O O ZO33m HIT o> V t *** ^ t A/ -n3)>5m11U^^>O)1zQOO-nnCOm331VtocDO•n332m33aomr~Z£D:•-n T) 00O 3) OC o F§ H OH OOi -Z f-2T i> T3 Om GUNITE OR GROUTMASONRYREINFORCED STEEL^^FOUNDATION^-*£.\mQ ^joz o 135mm 00 m -n0 _•^ 2 Tj ^-0 ~0 33 Q >s CO D ^m •***. If 10 *-•-$/f r^ n oc.r »^ A^ 0r*»r 4 >» -K7*fc0j j re *v * *rl oc 4- nm Dma 00 Tlm >f~ ZCO T)m0H O 2co 2CO m0 o33 CO 2 O-ImCO ~TImDZC/5"DrnoH OZ Xmn0•1-1JJ O BUILDING•DmomCOT5mgo3 s^-s.\r-f-^rVIV^••^ 1 LENDERf i DECLARATIONS }WORKER'S COMPENSATION OWNER/BUILDER CONTRACTORJ CT =;' ° S Bo — o -v<. =r 3 S O O ^ nS % > *o —I"i r o ,^Sxi-1 lr P!lfE!'§Si5 -2|f="^S So-oS.^ 3 ='gS" 3»-S_tI?^Sgl 1_j 3- Q. en — — B ^ J^ -c ^iiUlSi.^! liliSgMllS^g^lS^^^ai^^ ^'i^^^j^^'"!5 oSP lall^i*i!! f1 I White — Inspector Green — (1) Finance Yellow — Assessor Pink — Applicant Gold — Temporary File DEVELOPMENTAL SERVICES BUILDING DEPARTMENT Date: To: 6-9-87 David Bodine 26UI Ocean ST. Carlsbad, CA. 92008 Cttp of Carteimb 2075 LAS PALMAS DRIVE CARLSBAD, CALIFORNIA 92008-198? TELEPHONE (619) 438-1161 PCtf 87-1 Dated Remodel & Addition EXPIRES: 7-6-87 1-6-87 Subject: Plan Check Expiration Our records indicate that you have not obtained your building permit for which you filed an application on the date shown above. The provisions of Section 304(c) of the Uniform Building Code state: Sec. 304(c) Expiration of Plan Check. Applications for which no permit is issued within 180 days following the date of application shall expire by limitation and plans submitted for checking may thereafter be returned to the applicant or destroyed by the Building Official. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant showing that circumstances beyond the control of the applicant have prevented action from being taken. In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan check fee. For your convenience, please check the appropriate box below indicating your intentions and return this letter to the address above. Project abandoned. I will pick up plans in 10 days. Signature Date Project abandoned, plans may be destroyed. Signature Date Maximum 180-day time extension requested for the following reason: Signature c Date If you have any questions, please contact the Carlsbad Building Department at 438-1161. MARTIN ORENYAJC Building Offici" FINAL BUILDING INSPECTION PUN CHECK NUMBER: PROJECT NAME: ADDRESS: 87-4 DATE: 7-31-89 2643 Ocean St. PROJECT NO.:. UNIT NUMBER: TYPE OF UNIT: duplex remodel CONTACT PERSON: Richard Houk . NUMBER OF UNITS: . PHASE NO.: CONTACT TELEPHONE:.753-1977 Bldg, En9' plan' Water, FifMf, Util INSPECTED BY: DATE AUG. 2 4 1989 INSPECTED: APPROVED INSPECTED •BY: INSPECTED BY: v DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED . ^ DISAPPROVED DISAPPROVED DISAPPROVED "9 f Carlsbad Municipal Water District COMMENTS: Fnntnftflf»»<* nonartmont (619)438-3367 CARLSBAD MUNICIPAL WATER DISTRICT ROT. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: PROJECT NAME: ADDRESS: 87-lf DATE: 7-31-89 2643 Ocean St. PROJECT NO.:UNIT NUMBER:PHASE NO.: TYPE OF UNIT: duptex NUMBER OF UNITS: CONTACT PERSON- Richard Houk CONTACT TELEPHONE:.753-1977 Bide;. En9» Ptan> Water, Fl««r, UtU INSPECTED BY: INSPECTED BY: INSPECTED BY: DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS: Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: PROJECT NAME: ADDRESS: £ 87-«DATE: PROJECT NO.:. UNIT NUMBER:PHASE NO.: TYPE OF UNIT: UU|>I«*X rfe»TUHk>t CONTACT PERSON: KlCFtarU NUMBER OF UNITS: CONTACT TELEPHONE:.753-197? UUI INSPECTED BY: INSPECTED BY: INSPECTED BY: DATE ^ INSPECTED: DATE INSPECTED: DATE INSPECTED: PPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS: Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: PROJECT NAME: ADDRESS: 87-*DATE: Oc*an St. PROJECT NO.: TYPE OF UNIT:Utml«x remoetel . UNIT NUMBER:PHASE NO.: CONTACT PERSON:. CONTACT TELEPHONE:. . NUMBER OF UNITS: H0UK 753-1f7? UtU INSPECTED BY: INSPECTED BY: INSPECTED BY: DATE If A INSPECTED: /(/^V— DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS: Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: PROJECT NAME: ADDRESS: PROJECT NO.: TYPE OF UNIT: CONTACT PERSON:. CONTACT TELEPHONE:. 87-4 DATE:7-31-89 264$ Ocean St. . UNIT NUMBER:. PHASE NO.: duplex remodel NUMBER O(= UN|TS; Richard Houk 753-1977 Bldg, Eng, Fire, Plan, Water, Utilities INSPECTED BY: INSPECTED BY: INSPECTED BY: DATE INSPECTED: AU6. 2 4 1989 APPROVED DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED Cartobad Municipal Water District (619)438-3367 - 0"\ kII !^(c?r§nu/7r5?LJZI \^ I *•* LJ \L/ ' ~ AUG-1 19«y r^ V CARLSBAD MUNICIPAL WATER DISTRICT f?s; *£ Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION 87—4 7-31—aoPLAN CHECK NUMBER: DATE: "*' 8S* PROJECT NAME: ADDRESS: 264| Ocean St. PROJECT NO.: // VOL) UNIT NUMBER: PHASE NO.: TYPE OF UNIT: duplex remodel Nl..MRFRnFI,MIT.<, Richard HoukCONTACT PERSON:. 753—1977CONTACT TELEPHONE: Bldg, Eng. Fire, Plan, Water, Utilities COMMENTS: INSPECTEDi BY: Wy/^^tfryre^CH^ INSPECTED: " l"~ L u / APPROVED V DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: PROJECT NAME: ADDRESS: PROJECT NO.: TYPE OF UNIT: CONTACT PERSON:. CONTACT TELEPHONE:. 87-4 DATE: 264| Ocean St. . UNIT NUMBER: duplex remodel NUMBER OF UNITS: . PHASE NO.: Richard Houk 753-1977 Qldg, Eng, Fire, Plan. Water, Utilities INSPECTED BY: INSPECTED BY:_ INSPECTED^ BY:. DATE INSPECTED: DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS: Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire PLAN CHECK NUMBER: PROJECT NAME: ADDRESS: PROJECT NO.: TYPE OF UNIT: CONTACT PERSON:. CONTACT TELEPHONE:. FINAL BUILDING INSPECTION 87-H DATE:7-31-89 2$4| Ocean St. UNIT NUMBER: duplex remodel NUMBER OF UNITS: . PHASE NO.: Richard Houk 7S3-1S77 Bldg, £ng. Fire, Plan, Watar, Utilities INSPECTED BY: INSPECTED BY: INSPECTED BY: DATE INSPECTED: DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS: Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: PROJECT NAME: ADDRESS: PROJECT NO.: TYPE OF UNIT: CONTACT PERSON: CONTACT TELEPHONE:. 87-4 DATE:7-31-89 2641 Ocean St. . UNIT NUMBER:. PHASE NO.: duplex remodel NUMBER OF UNITS: Richard Houk 753-1977 Bldg, Eng, Fire, Plan, Water, Utilities INSPECTED BY: INSPECTED BY: INSPECTED BY: DATE INSPECTED: DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS: Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire CORRECTION NOTICE ADDRESS: D APPROVED PLANS SHALL BE ON JOB SITE BUILDING D FOUNDATION D REINFORCING STEEL D MASONRY D GROUT-GUNITE D FLOOR AND CEILING FRAME D SHEATHING D FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL PLUMBING D UNDERGROUND PLUMBING D UNDERGROUND WATER D ROUGH PLUMBING D TOP OUT PLUMBING D SEWER AND PL/CO. B OR SHOWER PAN GAS TEST D WATER HEATER ELECTRICAL D TEMPORARY SERVICE D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D UFER GROUND D G.F.I. D SMOKE DETECTOR MISCELLANEOUS D PLENUM AND DUCTS D COMBUSTION AIR D CONDITIONED AIR SYSTEMS D SOLAR D GRADING D POOL D PATIO D SIGN D OTHER TIME:_ DATE:2^0 - INSPECTOR CITY OF CA BUILDING INSPECTI PHONE Note: Final Inspection Required BAD DEPARTMENT SUBJECt RAPID LETTER TO t-t 1-1) &<Lc-fCe--iA4L/ Jim** 5"/&. X>7 , JHUM .ENGINEERING, INC. 7818 QUEBRADA CIRC4I CARLSBAO, CALIFORNIA 92009 6t£944-1836 DATE w ^. //y CL-I SIGNED DATE SIGHED ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: cTan - JURISDICTION: PLAN CHECK NO: dfa ^ #1 - <4 Cgxv SET; JL PROJECT ADDRESS; £<Le>4*3 £>c *A^ VT PROJECT NAME; A - APPLICANT^ JURISDICTION -^ PLAN CHECKER FILE COPY UPS DESIGNER The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. • I—| The plans transmitted herewith will substantially comply I I with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. (~~) The applicant's copy of the check list has been sent to: • Esgil staff did not advise the applicant contact person that plan check has been completed. I| Esgil staff did advise applicant that the plan check has — been completed. Person contacted: Date contacted: _ Telephone # ^, REMARKS; tDVNfcOy v^ojL^. ± TC^r »Aa.l>v< -^\^.<. 4 ^aft>.c»N< ca> \»uj<r- \f \A \/ttt\t A . Enclosures; ESGIL CORPORATION ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: JURISDICTION: PLAN CHECK NO: PROJECT ADDRESS; PROJECT oy }* SET; Or e_a^ AEELICANT FILE COPY UPS DESIGNER D D D | j ' — ' The plans transmitted herewith have been -corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified _ ' are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: Hook. _ P.O. /box 3oJ>S"" _ ( 763 -) [ 1 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: _ Date contacted: REMARKS : <, Telephone # toaljC.> ti tT^ A IS * Az.* if .SAa-g.Kvs r-tYiSlan By;Enclosures: ESGIL CORPORATION JURISDICTION; PROJECT ADDRESS; TO;<"g.cWd Date /- \°\ 6T . i Cn. . PLAN CORRECTION SHEET Planf Check No. £to - >?7- 4 FOREWORD; PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or change. All circled items have to be satisfied before the plans will be in conformance with the cited cades and regulations. Per Sec. 303 (c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. PLANS Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the Jurisdiction, to;.. - To facilitate rcchccking. please identify, next to each circled item, the sheet of the plana upon vhich each correction on this sheet has been made and return this check sheet with the revised plans. The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. Please contact me if you have any questions regarding these items. Data plans_recelved by plan checker *" 31 By plan check completed \~ \<\ - vuoJJLo-X A, C0JUL /•,;,<-/„- Datet \-y\-%\ Prepared byt Jurisdiction VALUATION AND PLAN CHECK FEE Bldg. Dept PLAN CHECK NO. Qb~?l-4 BUILDING ADDRESS __ APPLICANT/CONTACT . BUILDING OCCUPANCY \-Wo\c-PHONE NO. | H-i DESIGNER PHONE TYPE OF CONSTRUCTION CONTRACTOR PHONE BUILDING PORTION ^x •€. V * ^ ^ O»N^ / ^A -• V^ (j Ht^j, \o^VovO_y Air Conditioning Commercial Residential Res. or Comm. Pire Sprinklers Total Value BUILDING AREA £>_V^ - ' VALUATION MULTIPLIER "7^-^/hr '§ @ e • • VALUE ' \<V5,t$ ce*, • — - Building Permit Fee $. Plan Check Fee $ COM MEN TSt SHEET OF ^n 12/87 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619) 56O-1468 DATE: JURISDICTION: PLAN CHECK NO:SET; IT HECKERFILE COPY UPS DESIGNER PROJECT ADDRESS; PROJECT NAME; DC.e*n ( _H<»»«liJio j- D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. _ The plans transmitted herewith will substantially comply •I with the jurisdiction's building codes when minor deficien- cies identified ^>eWj are resolved and_ _ checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. (~~) The applicant's copy of the check list has been sent to: •j Esgil staff did not advise the applicant contact person that plan check has been completed. jj Esgil staff did advise applicant that the plan check has — been completed. Person contacted: Date contacted: REMARKS : aft?),1 1 • • Telephone # *M.P io/ a , Lf ,, VI By;Enclosures; ESGIL CORPORATION PLAN CORRECT ION SHEET "REWORD: PLEASE READ , V: Ian check is limited to technical requirements ontained in the Uniform Building Code, Uniform lumbing Code, Uniform Mechanicaj. Code, National lectrical Code and state laws regulating energy mservation, noise attenuation and access for ~.c handicapped. The plan check is based on jgulations enforced by the Building Inspection Apartment. You may have other corrections .sed on laws and ordinances enforced by the '.. .anning Department, Engineering Department or •.her departments. items circled belo* need clarification, sdification or change. All circled items have ' 3 be satisfied before the plans will be in ^nformance with the cited codes and regulations, .r Sec. 303 (c), of the Uniform Building Code, e approval of the plans does not permit the olation of any state, county or city law. PLANS Please cake all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, )» (A • -^ ^ - I --•» *- J* — -— * ^ ) To facilitate rechecking, please identify, ne.it to eoch circled ite.-a, the sheet of the plona upon which each correction on this sheat has besn made ond return this chcc^ sheet with tho revised plana. The following itt-ms ha\e nut been resolved from previous plan reviews. The original correction number has been given for your reference. Please contact me if you have any questions regarding these items. ts plans received by plan checker */- J4 ' plan check completed *-r - ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619) 56O-1468 DATE: JURISDICTION: PLAN CHECK NO: PROJECT ADDRESS; PROJECT NAME; SET: 5T". (_ "APPLICANT JRISDIC1] CHECKER IFILE COPY QUPS Pi DESIGNER D D D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. • The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: ,\ oeA T^oAers ^<7V«X A/flr o/'^< 57". , II 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; /Toe <d O;Date contacted: REMARKS: Telephone # By;Enclosures; ESGIL CORPORATION .R1SD1CTTON:Date -r-'^- OOEC7 ADORE SS:_ : ,TW EC.' ST. . PLAN CORRECTION SHEET anf Check No. ^&> ^ J 7 - V "OREWORD: PLEASE READ 3lan check is limited to technical requirements :ontained in the Uniform Building Code, Uniform 'lumbing Code, Uniform Mechanical Code, National -Ilectrical Code and state laws regulating energy Conservation, noise attenuation and access for :he handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections ^ased on laws and ordinances enforced by the 'lanning Department, Engineering Department or 3ther departments. "he items circled below need clarification, lodification or change. All circled items have :o be satisfied before the plans will be in -onformance with the cited codes and regulations. -er Sec. 303 (c), of the Uniform Building Code, -he approval of the plans does not permit the iolation of any state, county or city law. . PLANS Please make all corrections on the original tracings and submit two new sets of prints, and any original plan seta that may have been returned to you by the jurisdiction,to •' ' •J To facilitate rechecfcing, please identify, next to each circled item, the sheet of the plans upon which each correction on this sheet hos been made and return this check sheet «ith the revised plans. The following iti-ms have not been resolved from previous plan reviews. The original correction number has been given for your reference. Please contact me if you have any questions regarding these items. plans received by plan checker <*/- / 4 jT~ - ' 'ate _/ _ plan check completed *-/ i Trt ^% -^Te ""I 2. 'j>^> v A.-. Or c a I-N — -U . r^st M,n &.-SUT-L0 ^ C, - s - ( oo C _ OKt? - 3") / "S-e-c.oi£j- b - -s>\ » V-s . C-SKT-O (oo A - o^O 5oH io • 13.11- x"1 t^V Cs^~'U^_ \ VN^ t rv r.,-.\ >v & v>^ Datei -4 --^-yj Prepared byt PLAN CHECK NO. Jurisdiction r *> Bldg. Dept, VALUATION AND PLAN CHECK FEE BUILDING ADDRESS APPLICANT/CONTACT Jc BUILDING OCCUPANCY . >•» PHONE NO. DESIGNER PHONE TYPE OF CONSTRUCTION CONTRACTOR PHONE — BUILDING PORTION j£fi/> 5 ior>-<> SzoTKuniTz Air Conditioning Commercial Residential Res. or Conun. Fire Sprinklers Total Value BUILDING AREA 4 Irs. VALUATION MULTIPLIER C/5.'8^kf '§ @ @ VALUE c?^>3.3^? (^ — ' Building Permit Fee $ Plan Check Fee $ C 0 H HE NTS: . i o SHEET OF 12/87 ESGIL CORPORATION 932O CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619)560-1468 DATE: JURISDICTION: PLAN CHECK NO:r <TT rURlSDICTjQN JPLAN CHECKER JFILE COPY JUPSIDESIGNER PROJECT ADDRESS: PROJECT NAME: a vr. r. • ®The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I—- The plans transmitted herewith will substantially .comply I I with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. (} The applicant's copy of the check list has been sent to: |Bl Esgil staff did not advise the applicant contact person that plan check has been completed. jI Esgil staff did advise applicant that the plan check has — been completed. Person contacted: Date contacted: REMARKS: Telephone # By:Enclosures; ESGIL CORPORATION ESGIL CORPORATION 932O CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619) 56OI468 DATE:"] JURISDICTION: PLAN CHECK NO: CITY OF CARLSBAD m JURISDICTION^ PLAN CHECKER c& y?-q cr PROJECT ADDRESS: PROJECT NAME: FILE COPY UPS DESIGNER • — . I _ I ( [ D D q^.TT - _P)/«(E>LjCXlev^ir- D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified _ ; _ are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: Jar st _ a.^ l-/4rA,»4 ST. ~a r Is bg 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: >£a.y fi /*/>/? lord Afl Date contacted: REMARKS: 1/9.1/1)7 Telephone I _ 7J *? - BY:ENCL: ESGIL CORPORATION PLAN CHECK HO. f/b FOREWORD: PLEASE READ JURISDICTION: CITY OF CARLSBAD .10: S7". PROJECT DATA OCCUPANCY; ft-I _L M~l BUILDING TJSK; TYPE OF CONSIHUCi'lON; ACTUAL AREA; ALLOWABLE AREA: 6lXX> X Z STORIES: HEIGHT: tt SPRINKLERS: .OCCUPANT LOAD; ,36 REMARKS; PLAN COKKKCl'lON SUKET CITY Or CARLSBAD APARTMENTS; WITHOUT HAMUCAPPED Date plans received by jurisdiction; \ - (s - Date plans received by Esgil Corp.;! - 1 Date initial plan check completed: Applicant contact person; £0? &la-Ck Tel. ; Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. Present California law mandates that construction comply with Title 2k and the applicable model code editions adopted, with or without changes, by the various state agencies authorized to propose building regulations for enforcement at the local level. Code sections cited are based on the 1982 UBC. The above regulations apply to construction, regardless of the code editions adopted by ordinance at the local level. The circled items listed need clarification, modification or change. All items have to be satisfied before the plans will be in confonnance with the cited codes and regulations. Per Sec. 303 (c), 1982 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, note on this list (or a copy") where each correction item has been addressed, i.e.. plan sheet. specification, etc. Be sure to enclose the marked up list when you submit the revised plans. NOTE: PAGE NUMBERS ARE NOT IN SEQUENCE AS PAGES BAYING NO ITEMS NEEDING CORRECTIONS WERE DELETED. LIST NO. «0, CITY OT CARLSBAD, R-l APWTMENTS, EXEMPT FROM HANDICAPPED; WITH SUPPLEMENTS. 10/20/86 A. PLAHS . (_ly Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite «08, San Diego, California 92123, (619) 560-1468. Please make all corrections on the original ''tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. Indicate on the Title Sheet of the plans, the name of the legal owner and name of person responsible for the preparation of the plans. Section 302 (a) 7. /thi ^ Provide a statement on the Title Sheet of the plans that *M« project shall comply with Title 24 and 1982 UBC, UMC, and UPC and 1984 NEC. Provide the site address and a vicinity sketch on the Title Sheet. U.1 sheets of the plans and the first sheet of the calculations are required to be signed by the California licensed architect or engineer responsible for the design. Please include the California license number and the date the plans are signed. /' m Indicate on the Title Sheet whether or not a grading permit is required for this project. Show on the Title Sheet all buildings, structures, pools, walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included" on the site plan or Title Sheet. Specify on the Title Sheet of the plans the gross floor area of each element of this project including dwelling, garage, carport, patio, deck and balcony. Section 302 (c). (\Q\ Provide a Building Code Data Legend on the ^itle Sheet. Include the following code information for each building proposed: /?-/ /A*-/Occupancy Group Type of Construction _ Sprinklers: Yes or No Stories 3 A/O Floor Area £-/ ^ A/-/ i 1/00 Justification to exceed allowable area in Table 5-C. ^>-ee beloO Justification to exceed allowable height or stories in Table 3-D. v(. Provide a Building/Unit Schedule on the 'Title Sheet. Include the following: a. Designation and area of each dwelling unit type. b.Number of each designated unit types in each building (including handicapped access units). List any other occupancies or uses included in each building, i.e., common laundry, common storage, garage, rental office, etc. '.<*Aa<. £-/ -for; s.Te. in '/»' Plus 'B' Tan.C ,-d.-3> buT /Z-l i /z u&c. .) ! ~TJT,s.,o l<\ Com All Provisions 0-f UAC. t-'Ttrrlin^ /Z -1 QCCofynC* ' u \S v Jv P/e^^t.let. TA-t.[tOr* 3 &SJ A i*A 2 2/13/86 1». The exterior wall of a Group M occupancy /(maximum 3,000 sq. ft.) carport or garage, less ' than three feet to a property line or an assumed property line, shall be one-hour fire- rated construction. The wall shall have a thirty inch parapet (see exception, Section 1709 and Table 5-A.). 15. The exterior wall of a B-l occupancy 'carport or garage (Type V-M Construction), less than twenty feet to a property line or an assumed property line, shall be one-hour fire- rated construction. When the exterior wall is less than ten feet, a thirty inch parapet and protected openings are required. When the exterior wall is less than five feet, no openings are permitted. Table 5-A. Eaves over required windows shall be not ess than thirty inches from side and rear property lines. Section 504 (a). Combustible projections located where /openings are required to be protected shall be heavy timber or one-hour construction. Section 1710. //inch Projections may not extend more than twelve inches into areas where openings are not allowed. Section 1710. yf. Projections over public property must 'comply with Chapter 45. //thj Projections may not extend more than one- third the distance from the exterior wall to the property line or one-third the distance from an assumed vertical plane located where fire- resistive protection of openings is first required, whichever is least restrictive. Section 504 (b). Vi. Fire-resistive exterior wall construction 'shall be maintained through attic areas. Section 4304 (c). /•<hi« When openings are required to be protected "due to location on property, the sum of openings shall not exceed fifty percent of the total area of the wall in each story. Section 504 (b). A covered passageway connecting separate buildings must comply with the requirements for an arcade, if the buildings are to be considered as separate buildings. Section 509. 44. Exterior exit balconies cannot be located /in an area where openings are required to be protected. 'Section 3305 (i). (45) Exterior stairways shall not project into yards where protection of openings is required. Section 3306 (n). •Sf>ei>'K\ jJorTE»*xT?r'«"- - > <25 f&riC-rtTt (.°n £)r*«JO MarTfrrltS. 3^7^ * Yards or courts serving as required exits more than ten occupants must be at least ten feet wide or have walls of one-hour construction for a height of ten feet above the court or yard grade. Openings shall be protected by fire-assemblies having a rating of not less than three-fourths-hour. Section 3301 definition and Section 3311 (d). /'reoi Structural elements exposed in walls 'required to be fire-resistive construction due to location on property must have the same fire- resistive rated protection as the wall, or as required for the structural frame for the type of construction, whichever is greater. Table 17-A, Footnote 1, and Section 1702. W. Openings for scuppers, mechanical equipment /vents, foundation vents and similar openings are not permitted in walls located where openings are required to be protected. Table 5-A. 4 2/13/86 Two-hour area separation walls may /terminate at the roof sheathing provided that: a. Where the roof/ceiling framing elements are parallel to the walls, such framing and elements supporting such framing shall be of not less than one-hour fire-resistive construction for a width of not less than five feet on each side of the wall. Section SOS (e) 3. b. Where roof/ceiling framing elements are perpendicular to the wall, the entire span of such framing and elements supporting such framing shall be of not less than one-hour fire-resistive construction. Section 505 (e) 3. lit. No openings in the roof are permitted /within five feet of a two-hour area separation wall if parapets are not provided. Section SOS (e) 3. Area separation walls, which separate /portions of buildings having different heights, may terminate thirty inches above the lower roof level, provided the exterior wall for a height of ten feet above the lower roof is of one-hour fire-resistive construction with openings protected by three-fourths-hour assemblies. As an alternate the wall may terminate at the sheathing of the lower roof, provided roof/ceiling elements, if parallel to the wall, are one-hour construction for a tan foot width along the wall at the lower roof, and supporting elements are one-hour; where the lower roof /ceiling elements are perpendicular to the wall, the roof/ceiling elements shall be one- hour for the entire span, and supporting elements shall be one-hour. Section SOS (e) 5. Where different roof heights occur, no openings in the lower roof are permitted within ten feet of the area separation wall if parapets are not provided. Section SOS (e) S. X-Show the basis for the approved fire- resistive construction elements for the area separation wall, parapet, and ceiling assembly if used in lieu of parapet i.e., item number in Table 43-A, B, C or U.L. Directory, etc. (Note that trusses require two layers of 5/8 inch Type 'X1, per Gypsum Fire Resistance Design Manual, Item FC 5406). Provide complete details of the area separation wall(s) to show compliance with Section 505 (e) 1-5. //"PI Provide a note on the plans stating: "Plumbing and conduit penetrations of the area separation wall shall be of copper or ferrous. No plastic pipe may penetrate the area separation wall". Section 4304 (e). yo. Clearly show the maximum building height 'based on the definition in Section 409. Clearly show if the lower level is a basement or story, based on the definitions in Section 403 and 420. <VL. Plot the finish grade (adjacent ground /level) on the elevations and dimension the distance to the floor above for story determination. See definition of grade, Section 408. (93) The height and number of stories cannot exceed that shown in Table 5-D. Show the code basis for the height/number of stories as shown. a.lloMJ*<L 40'' fi-~l *=$- 6 2/13/86 (94) On* additional story would be permitted beyond that shown in Table 5-D. if the building is sprinklered throughout and the sprinkler system is not otherwise required by Section 506 (area) or Section 508 (subsitute for one-hour). Section 507. Towers, spires and steeples shall comply Xtith Section 507, Exception 1. V. nSSrOtSISim COKSocma-LOH oOa. Group R, Division 1 occupancies more than two stories in height, or having more than 3,000 sq. ft. of floor area above the first story shall be not less than one-hour fire-resistive construction throughout except as provided in Section.1705 (b) 2. j£ /is ri ~TKi dollou/in Where one-hour fire-resistive construction 'is required, an approved automatic sprinkler system may be substituted for the one-hour construction, however, the fire sprinkler system shall not waive or reduce fire-resistive requirements for: occupancy separations, exterior walls due to location on property, area separation walls-, shaft enclosures, corridor protection, stair enclosures, exit passageways, type of construction separation per Section 1701 and atriums constructed in accordance with Section 1715. Section 508. (u)2). Provide details of the one-hour fire- resistive construction. Include roof/ceiling assemblies, floor/ceiling assemblies, wall assemblies, post and beam assemblies, gable end assemblies at attics, etc. Chapter 4.3, ffrypfr 17. (10. Maintain one-hour fire-resistive wall construction at built-in wall fixtures and behind bathtub and shower enclosures, mailboxes, medicine cabinets, fire extinguisher cabinets, electric panels exceeding sixteen sq. in. in area, etc. Section W04 (e). 104. Detail and reference I.C.B.O. number or /other approval for horizontal fire assembly using trusses. Section 4303 (b) 8. ^05). Detail how fire-resistive wall and ceiling protection will be maintained at all duct penetrations such as at bathroom and kitchen hood fans, laundry room fans and dryer vents. Also detail recessed light fixtures. Show duct openings in ceilings, regardless of size, have approved ceiling fire dampers. Section 4303 (b) 6. uOfl. Roof/ceiling and floor/ceiling assemblies must be of one-hour construction. Detail fire assemblies on plans along with their I.C.B.O. number or other ID number from the Fire Resistive Design Manual published by the Gypsum Assoc. or U.L. number or item number from Table 43-C, U.B.C. (lOJ. Detail water heater vents located inside fire-resistive wall construction or within fire- resistive shafts. Table 17-A; Section 1706 (a), Section 4306 (j). 108. Detail pre-fabricated fireplace flues within individual fire-resistive shafts and specify fire-stopping around fireplace box opening. Section 4304 (e). UW). Clearly identify location and hourly fire-resistive rating of vertical shafts on the plans. Provide construction details showing location of fire dampers and how fire resistivity will be maintained at floors and roofs. Section 1706. im. 'i*t\vtm+ Note on plans that elevator doors must be 'constructed and installed in the same manner as a -hour fire assembly, even though elevator doors are not identified with fire labels. 2/13/86 ll£ Detail column fir* protection per Table 'W-A in the U.B.C. and specify column impact protection in garage areas per Section W03 (b) 5. As a minimum, show a twenty-two gauge steel jacket around each column to a height of three feet above the ground for impact protection. Structural members such as beams ^/supporting more than one floor or roof must be individually fire protected (Section 4303 (b) 6). Detail required protection, per Table 43-A or NRB-250, U.L. etc. 113. Clearly specify minimm thickness of walls -and slabs to provide -hour fire- resistive rating per Table 43-B and C. Clearly specify •«•<"•* «•«• cover for bonded reinforcing at fire-rated columns. fire-rated beams. Clearly specify mir •*'""''! cover for prestressed concrete tendons per Section 4303 (c) 3. (lU). Detail all plumbing and electrical penetration at occupancy, area, corridor or other fire separation walls as specified in Section 4304 (e). olSJL Detail all furred ceilings as required in Section 4203. Show fire-retardant treated wood where necessary. (.*-" \-~\-\ o°fPl»-"& ^KT. * I*) Provide cross-section of one-hour corridors serving an occupant load of ten or more. Label corridors on plans as one-hour corridors; specify on the plans all doors as twenty-minute fire assemblies with self-closers or automatic closers with smoke detectors, and all windows as 1/4 inch wire glass in steel frames and all duct penetrations to have fire dampers. Section 3305 (g), Section 3305 (h). 1Z7 . Clearly label and identify on the plans /the fire-resistive corridors, area separation walls, shafts, occupancy separation walls and floors, exit courts less than ten feet wide and exit enclosures, along with their hourly ratings. Section 302 (c). 6. OCCOPA1ICT Storage or laundry rooms that are within R, Division 1 occupancies, that are used in common by tenants, shall be separated from the rest of the building by not less than one- hour fire-resistive occupancy separations. Section 1202 (b). O33. Provide a full one-hour occupancy separation between R-l and M-l or B-l (M-l up to 3,000 sq. ft.) occupancies. Fire protection only on the garage side applies only to R-3/M occupancy separations, not R-l/M occupancy separations. Table 5-B and Section 503 (d).' 13. Provide one-hour fire-resistive door assemblies in the one-hour occupancy separation. Section 503 (c). &«1mg<r» pexrk«»vr £ lwr>-.< rm The required three-hour rated occupancy separation between R-l and B-l occupancies may be reduced to a two-hour rating when the B-l is limited to the storage of passenger vehicles, and the provisions of Section 702 are not applicable (Table 5-B). The two-hour occupancy separation may be further reduced to one-hour, if the aggregate area of B-l occupancy within the building does not exceed 3,000 sq. ft. Section 503 (d). (l3^f. Garages are not permitted to open into a room used for sleeping purposes. Section 1104. PafU'*< dim<«*nmfl on iT f ^ ,-.-,,>, A >-«Jius . 8 2/13/86 yK. A B-l occupancy in the basement or first 'story may be classed as a separate and distinct building for the purpose of area limitation, limitation of number of stories and type of construction, per Section 702, only if the following conditions are met: a. B-l is Type I construction. b. B-l/R-1 are separated by a three-hour occupancy separation. c. B-l is restricted to passenger vehicle storage, laundry rooms and mechanical equipment rooms. (No storage, recreation room, etc.). d. The ••••*•!«•«» building height does not exceed the limits in Table 5-D for the least type of construction. _-hour occupancy Jfere The Type I construction is required to 3/4 hour protected exterior wall openings when located within twenty feet from a property line, and no openings are permitted less than five feet. Section 1803 (b). All openings in floors forming a /three-hour separation shall be protected by vertical enclosures above and below the opening. The walls of such enclosures shall be not less than two-hour fire-resistive construction, and openings therein shall be protected by a one and one-half hour assembly. Section 303 (c), Tables 4.3 - A, B, C and Chapter 43. Reparation is required between occupancy and the ________^_^ occupancy. Table S-B, Section 503 (d), Tables 43 - A, B, C and Chapter 43. 139. Structural members supporting an occupancy separation must have the same fire-resistive rating as the separation. Table 5-B, Section 503 (b), Tables 43 - A, B, C and Chapter 43. No openings are allowed in a four-hour /fire-resistive occupancy separation wall. Section 503 (c). \UL. Openings in a three-hour fire-resistive ^separation shall be protected by a three-hour assembly, and openings may not exceed twenty- five percent of the length of wall in the story and no single opening shall exceed 120 sq. ft. Section 503 (c), Tables 43 - A, B, C and Chapter 43. A two-hour fire-resistive occupancy /separation shall be not less than two-hour fire- resistive construction. Openings shall be protected by a one and one-half hour assembly. Section 503 (c), Tables 43 - A, B, C and Chapter 43. O43). A one-hour fire-resistive occupancy separation shall be not less than one-hour fire- resistive construction. Openings shall be protected by a one-hour assembly. Section 503 (c). Tables 43 - A, B, C and Chapter 43. e>efiuten Parkin* J Z?>nin< rnt. SKT.it k> . (14W. Occupancy separation wall penetrations must be either ferrous or copper and fire- stopped. Steel electrical outlet boxes, not exceeding sixteen square inches per one hundred square feet of wall, may be installed and shall be separated by a horizontal distance of twenty-four inches when on opposite sides of a wall. Section 4304 (e). 9 2/13/86 145. Fire-resistive floors used for occupancy Reparation shall hare openings .protected per. Section 503 (c). &9- Ducts penetrating one or two-hour. . occupancy or area separation walls must have fire dampers. A fire door is required for three-hour~separations. Section 4306 (j). 14X Usable space under the first story, vhen constructed of metal or wood, shall be protected on the side of the usable space as required for one-hour fire resistive wall and ceiling construction and the door to the usable space shall be self-closing, of nonconbustible construction or solid wood core, not less than 1-3/4 inches in thickness. Section 1703. Show the details and the basis for the bating of the occupancy separation you propose, i.e., item number in Table 43 - A, B, C; Gypsum Fire-Resistive Design Manual; U.L., etc. 14^.Wall and floor/ceiling assemblies separating dwelling units from each other and from common space (such as corridors, laundry rooms, common garages, service areas, etc.) must have a listed rating of SIC 50 and IXC SO. Show the- location of and provide details of the. listed wall, and floor/ceiling assemblies, and indicate the listing agency and listing .number . for the tested ratings. (Title 25, Chapter 1, Subchapter 1, Article 4, Section 28) UBC Standard No. 35 (1-3) UBC Appendix Chapter 35. O&ty. Show the location of and provide details of* the listed wall and floor/ceiling assemblies, and indicate the listing agency and listing number for the tested ratings. O61). Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits or heating, ventilating or exhaust ducts shall be sealed, lined or insulated or treated to maintain the required ratings. Dwelling unit entrance doors from interior 'corridors together with their perimeter seals shall have a STC rating of not less than 30. 103. R-l occupancy buildings, located in noise 'critical areas (CNEL contours of 60 dB) as shown on the City or County's General Plan, require an acoustical analysis showing that the proposed building has been designed to limit noise in habitable rooms to CNEL of forty-five dB. Where windows must be closed to comply, it is necessary to provide mechanical ventilation capable of providing at least two air changes per hour, provide design. The Title Sheet or Site Plan should clearly indicate if any portion of the project is in a noise critical area (CNEL contours of 60 dB) as shown on the City or County's General Plan. If no portion of the project is within a noise critical area, provide a note on the Title Sheet stating: "This project is not within a noise critical area (CNEL contour of 60 dB as shown on the General Plan". Uo. In all occupancies, floors above the first /story having more than ten occupants, shall have not less than two exits, except only one exit is required from a second floor area within an individual dwelling unit. Two or more dwelling units on the second story may have access to only one common exit when the occupant load tributary to the stairway does not exceed ten. Section 3303 (a). 10 2/13/86 n7B. Exits should have a minimum separation of one-half the nyivitrcna overall diagonal dimension of the building or area served. Section 3303 (c). ^ <zg' (u», f~A V/yV^/oor.) ^hei The maximum number of required exits and eir required separation must be maintained until egress is provided from the structure. Section 3303 (a). Where a required exit enters a yard, the must lead to a public way. Section 3301. 17u. Minimum exit court width is forty-four 'inches. Section 3311 (b). Where required exits enter an exit court /"(see definition, Section 404 and 3301), the exit court must discharge into a public way or exit passageway. The exits from the exit court shall comply with Section 3311 requirements for width, number, and protection of walls and openings. 116. Basements require two exits, except /Basements in an individual* dwelling unit. Section 3303 (a). Total width of exits in feet shall be not less than total occupant load served divided by fifty. Tributary occupant load from basements and stories above shall be per Section 3302 (b) and the maximum width required for any story shall be maintained. IT/. No point in the building shall be more man one hundred fifty feet (two hundred if sprinklered) from an exterior exit, horizontal exit, enclosed stairway or exit passageway, measured along the path of travel. This may be increased one hundred feet if the last one hundred fifty feet is in a corridor. Section 3303 (d) (see exceptions). U*. Double acting doors are not allowed when 'serving a tributary occupant load of more than one hundred, or when part of a fire assembly, or part of smoke and draft control or when equipped with panic hardware. Section 3304 (b). 1?0. Exit doors from each unit should be a minimum size of three feet by six feet eight inches with a minimum door swing of ninety degrees. Maximum leaf width is four feet. Section 3304 (e) and (f). Regardless of occupant load, a floor or "landing not more than 1/2 inch below the threshold is required on each side of an exit door. In R-3, and individual units in R-l, a maximum 7-1/2 inch drop may occur provided the door does not swing over the drop. Section 3304 (h). Doors should not project more than seven /Inches into the required corridor width when fully opened, nor more than one-half of the required corridor width when in any position. Section 3305 (d). Revolving, sliding and overhead doors are not permitted as exit doors. Section 3304 (g). W*. A door may open over a stairway landing provided the door, in any position, does not reduce the clear area of the landing, in any direction of travel, to less than one-half the required width of the stairway. Section 3306 (g). Change in width in an exit court shall be .effected gradually by a guardrail at least thirty-six inches high and making an angle of not more than thirty degrees with axis of the court. Section 3311 (b). 11 2/13/86 ttiffl. The handgrip portion of all handrails shall be not less than 1-1/4 inches nor more than two inches in cross-sectional dimension. Handrails projecting from walls shall have at least 1-1/2 inches between the wall and the handrail. Section 3306 (j). 5>ioxj At&< h 209. Every stairway landing shall have a /dimension, measured in the direction of travel, at least equal to the stairway width. Section 3306 (g). £u). Openings in the exterior wall below or within ten feet horizontally of an exterior exit stairway in buildings over two stories shall be protected by a self-closing assembly having a three-fourths-hour rating, unless two separated exterior stairways serve an exterior exit balcony. Section 3306 (1). £arT/i7 To<ht. J. . ufftr Corridors, and exterior exit balconies, Serving ten or more occupants must be a minimum of forty-four inches wide and seven feet high to the lowest projection. Corridors serving R-3 and individual R-l units may be thirty-six inches wide. Section 3305 (b). When a corridor or exterior exit balcony accessible to the handicapped, changes in elevation shall be made by means of a ramp. Section 3305 (f). Corridors serving ten or more occupants in R-l or thirty in other occupancies shall have walls and ceilings of one-hour construction except: a. Corridors greater than thirty feet wide when the occupants or areas served by the corridor have an exit independent from the corridor. b. Exterior sides of exterior exit balconies. Section 3305 (g). 216. One-hour fire-rated corridors shall have aoor openings protected by tight-fitting smoke and draft control assemblies rated twenty minutes, except openings in interior walls of exterior exit balconies. Doors shall be maintained self-closing or be automatic closing by action of a smoke detector per Section 4306 (b), doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides and top. Section 3305 (h). 2*7. Total area of all openings, except doors,, in any portion of an interior corridor, shall not exceed twenty-five percent of the area of the corridor wall of the room which it is separating from the corridor. Section 3305 (h). Duct penetrations of fire-rated corridor 'alls and ceilings shall have fire dampers per Section 4306 (j). 2iy. Viewports in twenty minute rated corridor .doors cannot exceed one inch in diameter and must have 1/4 inch thick glass and metal holder that will not melt at 1700 degrees F. Section 3305 (h). Openings for rubbish or linen chutes shall it be located in exit corridors or stairways. Section 1706 (c). Ml. Provide a complete architectural section of the corridor, and exterior exit balcony, showing all fire-resistive materials and details of construction for all floors, walls, roof and all penetrations. Section 3305 (g). 2/13/86 (253. Window area oust be at least 1/10 of the floor area (minimum 10 sq. ft.) in £.fjv> f>'*t** Section 1205 (a). 256. Openable window area oust be 1/20 of the yrloor area (™-iT'i"»"« 1-1/2 sq. ft.) in bathrooms, laundry rooms and similar rooms. Section 1205 (a). 257. One-half of all required window area mustopenable in ___________^_______ 258<, No habitable room, other than a kitchen snail be less than seven feet in any dimension. Section 1207 (c). 259. Show a seven foot, six inch roiling height for habitable rooms other than the kitchens. Section 1207 (a). V-260". Show a seven foot niniaiim ceiling height /for the kitchens, halls, corridors, laundry rooms and bathrooms. Section 1207 (a). 261. Provide thirty inches clear width in water /closet compartments and twenty-four inches clearance in front of the water closet. Section 511 (a). 262. Provide smoke detectors which will sound /an alarm when actuated. Detectors must be permanently wired in new construction but may be battery operated in existing construction. Section 1210. Show location of fire extinguishers. 25 CAC. Specify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Section 5406. P65). Glazing, in the same wall plane as a door, must belafety glazing if within 12" of the door and less than 60" above the walking surface, unless the glazing is leaded on faceted glass. Section 5406 (d) 7. to.HcJQ.QS , 266\ Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor). Section 5406 (d) 5. !-«. .... N. 280. Fire-retardant roof cover is required for /R~l occupancies which are more than two stories, or have more than three thousand sq. ft. of projected roof area, or where less than ten feet from the extremity of the roof to a property line or an assumed property line. Section 3202 (b) and 3203 (e). A Class fire-retardantyL roof covering is required. 2^2. Specify roof slope. 223. Roof slope is not adequate for roof type 'specified. Table 32-B; Section 3203 (h). Specify roof material and application, 'chapter 32. 16 2/13/86 &». Specify I.C.B.O. or U.L. approval number for roof materials not covered in U.B.C., e.g., title, etc., Section 107. ^r roa^T.U.S -_ M. MASCMg 2S&. The iMvfii*™ slope for a fire retardant /built-up roof, with rock or gravel surfacing, is 3 inches in 12 inches, Section 3203 (e) 2. Xhe nrin-iimim slope for a fire retardant ilt-up roof, with cap sheet surfacing, is 1/2 inch in 12 inches. Section 3203 (e) 3. 298. Specify minimum 1/4 inch per foot roof /slope for drainage or design to support accumulated water. Section 3207 (a), Section 2305 (f) and Section 2511 (d) 6. Show roof drains and overflows. /Section 3207. Provide skylight details to show /compliance with Sections 3401 and 5207 or provide I.C.B.O. approval number. (g9J). Plastic skylight must be separated from each other by at least 4 feet. Section 5207 (a) 6. /&*>/ $ra»->,~ D92). Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents. Show required area and area provided. Section 3205 (c). 294. Provide a minimum 22" x 30" (or 30" x 30" if equipment is in attic) attic access opening. Section 3205 (c). Provide fireplace construction details or 'note construction to be per attached fireplace standard drawing. Chapter 37. 295". Show veneer support and connections in /Seismic Zones 3 and 4, comply with Section 3002, 4, 5, 6, and Section 2515 (a) regarding ties and #9 wire in horizontal joints or show construction to be per attached sheet 30-1 or 30-2. ^9^. Show height and construction details of all masonry walls. Chapter 24. for WT), Note that cleanout openings shall be provided at the bottom of all cells to be grout filled over 4' in a single pour. Cleanout shall be sealed before grouting, after inspection. Section 2414 (a) 8. 188.Show floor and roof connections to masonry /walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2312 (j) 3. A. 299. Provide details for damp proofing the /foundation walls, below finish grade, where useable space exists on the interior side of the walls. Section 1707 (d). Show a minima 2" airspace and flashing /between planter and building walls. Section 2516 (c) 7. 17 2/13/86 315. Show rafter ties. Rafter ties shall be ./spaced not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h) 4. 3Z6. /thai Show rafter purlin baces to be not less 'than 45 degrees to the horizontal. Section 2517 (h) 5. /•^late Show 1/2" minimm clearance between top of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). 128. Show double top plate with minima 48" lap /splice. Section 2517 (g) 2. 3^. Show nailing will be in compliance with /Table 25-Q. 320. Show or note fire stops at the following /locations per Section 2516 (f): a. in concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall. b. at all interconnections between concealed vertical and horizontal spaces, such as occur at soffits, drop ceilings and cove ceilings; c. in concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the walls under the stairs are unfinished; and d. in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. (321. Show stud size and spacing. Maximum allowable stud heights; bearing wall; 2x4 and 2x6 max. 10' ; non-bearing: 2x4. max. 14' , 2 x 6 max. 20'. Table 25-R-3. . 5-tc,'$- o^shT- iff- _ (32. Studs supporting two floors, a roof and ceiling must be3x4or2x6at 16" o.c. Table 25-R-3. 023. Note an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to erection. Section 306 (f). 324. Detail all post to beam and post to /footing connections and reference the detail to the plan. Section 2516 (m). 325. Detail shear transfer connections, /including roof and floor diaphragms, to shear walls. Section 2513. (32$. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain nmvi™™ diaphragm dimension ratios. (Tables 25 I, J, K) and Section 4713 (d). .-P. L-2.-L.-7 19 2/13/36 3Vf. Show 3" x V or 2" x 6" studs in first /Story of three story building. Table 2S-R-3. Via. Provide truss details and truss /calculations for this project. @2$. Provide roof framing plan and floor framing plan. Section 302 (a) 7. Provide framing sections through: Section 320 (a) 7. 321. Specify all header sizes for opening over 'V wide. Section 2517 (g) 5. 332. Provide calculations for main vertical and Horizontal framing members and post footings. Section 302 (a) 7. Provide calculations for lateral loads, "shear panels, shear transfer and related. Section 302 (9)'7. O34. Show on the plans all structural requirements developed in the structural calculations. the structu (tfZ~J! q>*» M6. Co 'masonry 'A' f. ' Columns and posts located on concrete or floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood or natural resistance to decay or treated wood is used. Section 2516 (c) 4. Individual concrete or masonry piers shall ''project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. Wood stud bearing walls, with studs at 2V 'o.c., require 3 ea. 2 x 4 or 2 ea. 2 x 6 or 2 ea. 3 x 4 top plates if supporting either floor members or roof trusses that are spaced more than 16" o.c. and do not bear within 5" of the supporting stud. Section 2517 (g) 2. 338. Specify plywood grade and panel identification index. Table 25-N. 330. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). If foundation cripple wall studs are less IV framing shall be solid blocking. Section 2517 (g) 4. M^J (3AJ. Cripple wall studs exceeding 4. feet in height shall be 3 inch by 4. inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. ^-fc <yn 5*e- f>lgn, 34Z. Show plywood sheathing over exposed eaves, /or other weather exposed areas, is exterior grade. Section 2516 (g) 3. /. 'liiM 3. Show a weep screed at the foundation plate line, on all exterior and stud walls to be stuccoed. Section 4706 (e). 36"Show corridor width to be /Section 3305 (b). .-». Qr>' I OVtr A-g. - U -•* rso.tsngP.rT-n;>> Carry be 20 2/13/86 yfi. Specify truss layout for 30" x 30" attic 'access. Ridges, hips, and valleys shall b« at 'least one size larger than supported rafters. Section 2517 (h) 3. /. /tias In open beam construction, provide strap 'ties across the beans at the ridge support. Section 2501 (b). Per soils report, note on the plan the Soils classification? whether or not the soil is expansive, and note the allowable bearing value. Section 2905 (c). •9. The foundation plan does not comply with 'the soil report recoonendation for thi« project. Please review the report and modify design, notes and details as required to show compliance. 350. Provide notes on the foundation plan /ttsting the soils report recommendations for foundations, slab and building pad preparation. 351. The soils report recommends excavations be /reviewed by soils engineer. Note on the foundation plan that "Prior to the Contractor requesting a Building Department Foundation Inspection, the soils engineer shall advise the building official in writing that: 1. the building pad was prepared in accordance with the soils report; 2. the utility trenches have been properly backfilled and compacted, and; 3. the foundation excavations, formings and reinforcements comply with the soils report and approved plan". 351. Show height of all foundation walls. Chapter 23. 3Sar. Show height of retained earth on all foundation walls. Chapter 23. m. If cut or fill slopes exist, show distance fit foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29. Note on plans that wood shall be 6" above finish grade. Section 2516 (c) 7. 35/. Note on plans that surface water will /4rain away from building and show drainage pattern and key elevations. Section 2905 (f). Dimension foundation per U.B.C. 'able 29-A. Floors Supported* Steawall Width, Deotfr 1 6" 12" 12" 2 8" 15" 18" 3 10" 18" 2V ^Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. 35^. Show foundation sills to be pressure 'treated, or equal. Section 2516 (c) 3. 359. Show foundation bolt size and spacing. /Section 2907 (e). 180. Specify size, I.C.B.O. number and /manufacturer of power driven pins. Show edge and end distance and spacing. Section 306 (f). U.as,. .^ iv»A t>«-C- . At .^<. */V' £ 'c 21 2/13/86 yfi. If required by structural calculations, /show size, iabedment and location of hold down anchors on foundation plan. Section 2312 (f). (5ra. If hold downs are required by calculations, note on plan that hold down anchors must be tied in place prior to foundation inspection. Section 305 (e) 2. Show adequate footings under all bearing 'walls and shear walls. Section 2907 (b). 36></ Show on the elevations, stepped footings /for slopes steeper than 1:10. Section 2907 (c). 365. Show fir1 <•"• 18" clearance from grade to yrottom of floor joists and minimum 12" clearance 'to bottom of girders. Section 2516 (c). /366. Show pier size, spacing and depth into ^undisturbed soil. Table 29-A. 367. Show mtr•*"•"" underfloor access of Xa" x. 2V. Section 2516 (c). ^6w. Show mJnimiB underf loor ventilation equal to 1 sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c). Specify that posts embedded in concrete be pressure treated per UBC Std. No. 25-12. Section 2516 (c). All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. (37p. Show the size, location and type of all heating and cooling appliances or systems. ^TJI. Show source of combustion air to furnace, per Qiapter 6, UMC. '" la"*r 4loorf>lan . 372. Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC Sec. 1211. 374. Show minimum 30" deep unobstructed working /space in front of furnace. Section 505, UMC. 37jy. Note on plans, clearances to be per manufacturer's listing. Section 504, UMC. 372T. Furnace shall not be installed under any yttairway. Section 704, UMC. 3?e. Furnace shall not be installed in any 'bedroom, bathroom or in a closet or confined space with access only through such room, unless specified as direct vent appliance, enclosed furnace or electric heating appliance. Section 704 UMC. 3Z7. Show I.C.B.O. approval number for prefab . •fireplace. • 378. Show access to the attic or underfloor 'furnace to be m-in-i^im 30 inches by 30 inches. Section 70S & 709 UMC. n eJ. n vi S 3* 3x4 TT 22 2/13/36 379. Mote that passageway to the attic furnace 'shall be unobstructed and have continuous solid flooring not less than 2i» inches wide. Section 708 UMC. 380. Show permanent electrical outlet and 'lighting fixture controlled by a switch for the attic furnace. Section 708 UMC. Show details to comply with Section 709 furnace under the floor, or Section 710 for roof or outside furnace. (38^. Note on plan: Gas vents and noncombustible piping passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC 'Section 1706 (a) 6. Ipb. Electrical receptacle locations and/or /spacing is not adequate in __^__^^_____ Show at least one convenience outlet other outlets for laundry, etc., outdoors, in garages and basements: NEC Art. 210-52. 388. Note convenience outlets in bathrooms, Outdoors, and in garages and basements (other than for laundry and similar equipment) shall be GFI protected, NEC Art. 210-8. S.KUCBtTCM. fl9Hb NATTOHAI. WJCTUTCAt. ). Note electrical system ground to be provided per NEC Art. 250-31. I. PinBHHG (1982 UIHfUKM PUMBUI All wiring shall comply with the National Electrical Code. 83). Show, on the plan the amperage of the electrical service, the location of. the service panel and the location of any sub-panels. ^38*. Provide a single line diagram and load /calculations including: a. Wiring method employed. b. Sizes of all conductors, switches, circuit breakers, fuses, and conduits. c. Approximate length of service feeders. MB. Show location of all electrical receptacles. §9JJ. Show water heater size, type and location on plans. UPC Section 1310. Show source for providing combustion air fuel burning water heater. If wall opening in an enclosure are used, at least one-half of the required opening area shall extend into the upper twelve inches of the enclosure and one- half within the lower twelve inches. UPC Section 1307. 392. Fuel combustion water heater shall not be /installed in bath or bedroom or in a closet opening into bath or bedroom. UPC Section 1309. Provide adequate barrier to protect water /neater from vehicle damage. UPC Section 1310. PI/ i n S *7T*T <±r^~t h*. ^StSf. >* A Pt-f/tn 23 2/13/86 y£. Show I and P Valve on water heater and 'show route of discharge line to exterior. UPC Section 1007 (e). Provide dryer vent to outside. Section 1903. 39/f. Note on the plan that hose bibbs and lawn /Sprinkler systems shall have approved backflow prevention devices. UPC Section 1003. 397. Show stall shall accommodate a 30" circle /tad have a minimum floor area of l,02fc sq. in. UPC 909 (d). 19ff. Provide an 18" raised platform for any FAU /water heater, or other device in the garage, which may generate a flame or spark, UMC Section SOS, UPC Section 1310 (a). State regulations (California Admin. Code) require that the design satisfy one of the attached alternative energy packages or submit calculations. The law also requires that many mandatory conservation items be satisfied. ^Torrni 394. Show on the Title Sheet of the plans, the 'required elements of the alternative energy package that was selected, and next to each element show how you are complying with each element. If calculations were used, provide similar data on the plans. t&S. The plan sheet showing the required Xelements of the selected energy package, and listing the design elements showing compliance with that selected package, must be signed by either **frw owner or a licensed prof essior""!« i.e., architect, engineer or contractor. A design professional must note his/her state license number. Section 1W)3 of Title 20. Show on the plans the "R" value for the , floors, ceiling and related areas. 0. Show double glazing as per Energy Design, on Glazing Schedule. J>er- e^ feoa. Show on the plan how shading requirements are satisfied. <,<><. ttn/^- ft -\ <"* Of 'S •- Ww. The plans are not in compliance with the energy conservation compliance package selected or design calculations provided. Show on plans conformance as follows: g\TK<<rir><» Pe w W>5. Specify on the building plans all of the /mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation (j06^ Show the size, type, make, model and location of the space heating (or cooling) system and provide energy calculations if the output BTU/Hr. exceeds <t5,000. e^*«^y servationEnergy conservation design should be for /Zone . See attached energy packages. 408'. See additional corrections, or remarks, on ^attached sheet. 2/13/86 CXBLSBAD B-l SUPPLEMENT 42^. Show details for waterproofing masonry / walls below grade where Interiorr finished floors exist (City Policy No. 80-8). All new residential buildings, including additions, require a soils report. Please submit two copies. 18.04.260 Section 3802(b)5 and 6 added - Automatic Fire Extinguishing Systems. Section 3802(b) of the Uniform Building Code is amended by the addition of Subpara- graphs 5 and 6 to read: "5. In all buildings, which are two or more stories In height and where the floor level of one or more stories or a basement lies below the lowest point of vehicular access for fire department apparatus, as determined by the Fire Chief. "6. In all buildings, where the aggregate floor area of all floors exceeds 10,000 square feet. EXCEPTIONS: (1) Where a four-hour rated area separation wall with no openings or penetrations therein has been constructed such that no aggregate floor area between such walls exceeds 10,000 square feet. (11) Where a sprinkler system has ' been approved and installed according to the Carlsbad Fire Department Standards for Residential Sprinkler Systems. This shall apply only to residential occupancies of Type V construction and the sprinkler system does not qualify the buildings for the area increaseor substitutions cited In Chapter 5 of this building code. (ill) In residential occupancies of Type V construction, two adjacenttwo-hour rated fire walls, with no openings, except one approved penetra- tion for utilities, will be permitted. The walls must conform to all provisionsof the most recently adopted Uniform Building Code and be approved by the Building Official and the Fire Chief*. Parapets are not required when a four-hourwood wall is constructed to avoid install- ing a sprinkler system required only by City Ordinance. If the wall is also serving as a U.B.C. required sep- aration wall, parapets are required unless the. code specified constructions, in - lieu of parapets, is provided. The Fire Department has ruled, and Marty has concurred that a planned unit development, with property lines between (R-3) must conform to the 10,000 sq. ft. sprinkler ordinance, even though these individual units have two - one hour walls on each side. New residential units must be pre-plumbed for future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story • garage and directly below the most south facing roof (City Ordinance No. 8093). Note "two 3/4" copper pipes must be in- stalled to the most convenient future solar panel location when the water heateris not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). All piping for present or future solar water heating must be Insulated when in areas that are not heated or cooled by mechanical means (City Policy). Condensate drains must connect to a wet trap as dry traps are not permitted.(Memo 1/14/83). P. * T. valves cannot drain to an upright sink basin; they must drain.to floor drain, floor sink or to the outside (Memo 2/2/83). Show fans are duct type; City Policydoes not permit ductless fans. The use of flexible metal conduit asa grounding means must comply with City Policy 84-36. Note horizontal feeders in multiple occupancy combustible frame dwellings, except duplexes, shall be installed underground or outside • the building unless approved by the BuildingOfficial (City Policy 84-37) . UFER Ground is required (City Policy). Show the ampere rating of the electrical service. Roraex is not permitted in industrial buildings. No wiring is permitted on the roof of a building and wiring on the exterior of a building requires approval by the Building Official. Type NM and Type NMC may be used in resi- dential construction not exceeding two stories and three story residential struc- tures if the Building Official approves. Provide single line if service exceeds 200 amps.Electrical sub-panels cannot be in concealed locations (City Policy 80-10). Condominium units, either R-l or postage stamp R-3's, less than 1,000 sq. ft. must have minimum 60 amp service andthose over 1,000 sq. ft. must have min- imum 100 amp service (City Policy 83-33). Provide details of roof drains to show compliance with City Policy 84-35. All structures require fire retardant roof covering. In other than single family dwellings,wood beams supporting more than one floor or one roof in a fire-rated floor ceiling assembly must be individually protected per MRB-2SO, or be changed to steel pro- tected per Table 43-A, or may be fire retardant treated heavy timber or glu-lam, or the area can be sprinklered in.lieu of the fire rating (Memo 12/6/83) . In' type V-lhr we get the 1-hr on the structural beams and columns supporting the exit system. Floor drains must have auto-prime (City Policy). . Polybutylene and C.P.C.V. piping for residential hot or cold water piping is not. permitted (City Policy) Memo 1/26/82). For R-l occupancy City Ordinance 9792 requires single car garages have minimum clear area 12x20; double garage needsminimum 20x20. No washing machines, etc. in clear space. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Spite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact at Esgil Corporation. Thank you. Enclosures: ^ fgfb/T ^£o<v,r*>e^< 25 2/13/86 Dateil-IS-27 CITY OF CARLSBAD Prepared byi ^At>e£ VALUATION AND PLAN CHECK FEE PLAN CHECK NO. ^ ?7-4 BUILDING ADDRESS ^lt>4\ i 3Ce><^5 OCe^n ST. p Bldg. Dept. B^Esgil APPLICANT/CONTACT £o-/ &lad<- t*r<L PHONE NO. IM^-c^S^ BUILDING OCCUPANCY }Z-\ /M-l TYPE OF CONSTRUCTION -5Z*J BUILDING PORTION / / r)e<A) t \ i /y)£*iS j {/.; (/; n£\ $ f-tfa, C (JrtffW/ bi £ fA. %jt* &* ' **^ &*(Ct>*/ £,v/r*are^fre>rr«,J<J>\<^f Air Conditioning Commercial Residential Res. or Comm. Fire Sprinklers Total Value BUILDING AREA /7H $ $0* + 4^0 * ^4£ ftfJ^iJ (f> DESIGNER PHONE — CONTRACTOR VALUATION^MULTIPLIER' 53^- ^ ' &r^LyL> JJ^~ 17 • 2^tf^ lJ^/%* 8 0 e • • PHONE VALUE J&L&*3~ llttin ' 41&3& **&0 b4- &L4f&' 7*J-$O t <fy*tf ^^l < A'^b&'lt&y- iti^tov Fee Adjusted To Reflect D Energy Regulations (Fee x 1.1) Q Handicapped Regulations (Fee x 1.065) Building Permit Fee $ . * blzlZr^So ^1 Plan Check Fee $ $ ^/^ -*S7 0l£. COMMENTS; ^ All Fifv^rta A«~tP*r APpl \C«s»>T ^"S**. <,,T4 pla^-,— 5>KT. * 1 "^ 8/4/82 0)4->ro O X CQ 0) JV <0(X Reviewed By: Date0) mD X CQ •o 0) 0) o: Date: 4/Z8/Q& Plan Check No. ^7—^ ^ Project Address: 26,^3 (. Project Name: f^E<>M/^ k Field Check Date: ENGINEERING CHECKLIST LEGEND / lev ^*L Ja&}*> ST (L\) ^/MO£.I_ ^^ 1,2,3 By: LEGAL REQUIREMENTS Site Plan Item Complete Item Incomplete - Your Action Needs Number in circle indicates plancheck number that deficiency was identified n a D 1. 2. a n a a 3. 4. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. 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. Provide legal description of property. Provide assessor's parcel number. PERMITS REQUIRED Grading a n a a a a D a a n a a a a a a nan D a 5. Grading permit required. (Separate submittal to Engineering Department required for Grading Permit). 6. Grading plans in plan check PE . 7. Need the following completed prior to building permit issuance: A. Grading plans signed. B. Grading permit issued. C. Grading completed. D. Certification letter and compaction reports submitted. E. Grading inspected and permit signed off by City Inspector. 8. Right-of-Way Permit required for work in public right-of-way (e.g., driveway approach, sidewalk, connection to water main, etc). 9. Industrial Waste Permit application required. To be filled out completely and returned to Development Processing. FEES REQUIRED D D n D a a ODD n D n D a REMARKS: 10. Park-in-Lieu fees required. Quadrant: , Fee Per Unit: ~, Total Fee: 11. Traffic impact fee required. Fee Per Unit: -- , Total Fee: 12. Bridge and Thoroughfare fee required. Fee Per Unit: — , Total Fee: 13. Public facilities fee required. 14. Facilities management fee required. Fee: 15. Additional EDU's required: Sewer connection fee: 16. Sewer lateral required: O.K. to issue:Date: 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. 4 1 Q) +J(0 Q >. CQ T30)5 .2 (Va: <1>+JreO • * X CQ •a0) .2'> <U Of a) +^n>a >»CQ T30) V '>0)oi v- «N ro =**==«!* O U Oa. a. Q. a a a D PLANNING CHECKLIST Plan Check No. 87~4 K£V Address 26^3 Oe&to Type of Project and Use QjR£x- |?-3Zone Use Allowed? YES /^ NO Setback: Front O/C Side Q/C Rear Facilities Management Zone School District: San Dieguito Carlsbad Encinitas Discretionary Action Required Environmental Required Landscape Plan Required Comments YES \K. YES ^ YES San Marcos NO NO NO Type Coastal Permit Required Additional Comments YES NO OK TO ISSU DATE 4/29/38 PLAN CHECK NO. ZONE: >.9) 9)••* <9& 2toQ DD_ (0 u(V ucro 01 g .E t 2 c 3 -CQ Q. SCHOOL DISTRICT: SETBACKS: FRONT TYPE OF PROJECT AND USE SAN DIEGUITO ENCINITAS CARLSBAD X SAN MARCOS Q SIDE REAR DISCRETIONARY ACT IONS ;^Tp9 &5- VI REDEVELOPMENT PERMIT REQUIRED: LANDSCAPE PLAN COMMENTS; |\Hft" ENVIRONMENTAL REQUIRED: COASTAL PERMIT REQUIRED: YES V ADDITIONAL COMMENTS: NO OK TO ISSUE; ENGINEERING LEGAL REQUIREMENTS LEGAL DESCRIPTION VERIFIED? EASEMENTS: APN CHECKED? RIGHT-OF-WAY DRAINAGE: IPROVEMENTS: riELD PERMITS REQUIRED GRADING: /1//A- GRADING COMPLETION CERTIFIED: U)A DRIVEWAY: TUS^^M' <& 1^tu^po3" INDUSTRIAL WASTE: ts|(A FEES REQUIRED PARK-IN-LIEU QUADRANT; mIV t FEE PER UNIT; L)|Ar TOTAL FEE; U/ A- P»F.F.;^^yTRAFFIC IMPACT FEE PER UNIT; jjJ/4 TOTAL FEE; Q|A FACILITIES MGMT. FEE: i 'BRIDGE & THOROUGHFARE SEWER FEE (CONNECTION); XJ IA l^x'iA^. SEWER LATERAL; £ 'E ADDITIONAL COMMENTSsRy IOrc»^ Q OK TO ISSUE:_ :DPD6:10/24/86 DATE:7 FILE: WORK DOC: SHEET FUTURE IMPROVEMENT AGREEMENT WORKSHEET 1. Parcel No. (APN#) 2. "City", and CDvi/Jl \\ "^ racLi^ (Owner of Property) ,£.« & *7 " 'ty-t3. Property Owner has applied to city for \,£.« & *7 " 'ty-t&P &5~/ 7 n\ ' fr " - ~>- I > (Project f )V" lei A i ^(~o*nts5/p M £££e>l un p*- 4. Code of City and ^fe-P-TJ^- M _ $57^ attached hereto. (Conditions - Resolution) 5. condition of approval of this PC & 7'4 /6l)P£>Si7\ and (Project f) 6. requeted said re g 7 ' 4 /S&PQS' > 7 _ be granted by (approval of Project #) 7. approval of said (r C QJ--4-/ "S&T Q$- l~/ desires to enter (Project #) 8. Section 1 . Property Owner for vv )< (Street Name) 9. Section 2. approval of said Tfcl ^)7 " ^ ISDP&S-H is granted. (Project #) 10. before ___^_________________-_______________-_____—^______ °r within (Min. 1 yr. from date of agreement) 11. contract is TZjn'lnsJartw&e unted r,Jejt $ Estimate)(Estimate) 12. Section 3. in the amount of 3& 7O~ plus any future ($ Estimate) 13. Section 9. (Legal description of property) 14. Section 10. Improvements Estimated Costs Subtotal $ + 15SS Engineering Contingency $ _ <3 I O TOTAL COST $ 2JJTt? T 1200 ELM AVENUE CARLSBAD, CA 92008-1989 City of Carte&afc FIRE DEPARTMENT PAGE1 OF (619)438-5523 PROJECT jj^pj^y ARCHITECT OWNFR OCCUPANCY K- 5 CONST PSPRINKLERED [^TENANT IMP. PLAN CHECK REPORT / ADDRESS £t,y/ ? j3&y ADDRESS ADDRESS ]/",**' TOTAL SO. FT. ty 3 ? O ? n APPROVED X DISAPPROVED PLAN CHECK# <*' ~? _. L /ft I *•/ jC ^/" /J PHONE PHONE STORIES Mr APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS: 1. 2. 3. 4. 5. 6. 7. PLANS, SPECIFICATIONS, AND PERMITS Provide one copy of: floor plan(s); site plan; sheets Provide two site plans showing the location of all existing fire hydrants within 200 feet of the project. Provide specifications for the following: Permits are required for the installation of all fire protection systems (sprinklers, stand pipes, dry chemical, halon, COz, alarms, hydrants). Plan must be approved by the fire department prior to installation. The business owner shall complete a building information letter and return it to the fire department. FIRE PROTECTION SYSTEMS AND EQUIPMENT The following fire protection systems are required: D Automatic fire sprinklers (Design Criteria: ) D Dry Chemical, Halon, COz (Location: ) D Stand Pipes (Type: D Fire Alarm (Type/Location: Fire Extinguisher Requirements: ]^One 2A rated ABC extinguisher for each extinguisher not to exceed 75 feet of travel. D An extinguisher with a minimum rating of sq. ft. or portion thereof with a travel distance to the nearest to be located: D Other:. 8. Additional fire hydrant(s) shall be provided. EXITS 9. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. 10. A sign stating, " This door to remain unlocked during business hours" shall be placed above the main exit and doors 11. EXIT signs (6" x 3/i" letters) shall be placed over all required ex lit s and directional signs located as necessary to clearly indicate the location of exit doors. GENERAL .X 12. Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall comply with Uniform Fire Code. 13. Building(s) not approved for high piled combustible stock. Storage in closely packed piles shall not exceed 15 feet in height, 12 feet on pallets or in racks and 6 feet for tires, plastics and some flammable liquids. If high stock pil- ing is to be done, comply with Uniform Fire Code, Article 81. . 14. Additional Requirements. / To .' 5 7T .15. Comply with regulations on attached ^he^t(s). -,-^f f sjf / .,'/-•*"'Plan Examiner.—r*—' ' &•' l^' Report mailed to architect Date- .Met with . Attach to Plans * OF CARLSBAD -» AGENT BILL AB#_8684-jLL MTQ-7/15/afi DEPT CA_ TITLEftPPROVAL OF APPEAL OF PLANNING COMMISSION DENIAL OF AN ADDITION TO A DUPLEX AT 2643 OCEAN STREET DEPT. HP. CITY ATTYk/Z^ CITY occQ-Q. O1_l o RECOMMENDED ACTION:SDP 85-17/V-373 If Council concurs your action is to approve Resolution No, granting the appeal and approving SDP 85-17/V-373. ITEM EXPLANATION The City Council at your meeting of July 1, 1986 directed the City Attorney to prepare documents granting the appeal and approving SDP 85-17/V-373. The attached resolution contains findings and conditions of approval as recommended by the Planning Department. The City Council should satisfy itself that the findings and conditions accurately reflect your intentions in the matter, that they state facts found by you to be true, and that they adequately explain your reasons for granting the appeal and approving SDP 85-17/V-373. EXHIBIT Resolution No. F&9/ i approving the appeal. SAN DEGUTTO SOILS, INC. 4407 MANCHESTER AVE., SUITE 101 ENCINITAS, CA 92024 (619) 753-8997 May 22, 1985 Mr. and Mrs. David Brodien 2643 Ocean Street Carlsbad, California 92008 SDS 7560 Subject: Limited Soil Investigation for a Proposed Second Story Addition Located at 2641 and 2643 Ocean Street, Carlsbad, California Gentlemen: In accordance with your request, we have completed a limited soil investigation of the area beneath the proposed second story addition. The purpose of this investigation was to determine the size of the existing footings, establish an allowable soil bear- ing value and to express our opinion regarding the suitability of the existing structure to receive the proposed addition. It is our understanding that the new addition is to go over the exist- ing residence and west into the planted slope in the backyard area. Our on-site observations made on May 8, 1985, revealed the fol- lowing information. The parcel is a westerly sloping lot situated in Carlsbad, California. The existing two bedroom residence appears to be founded in native soil, although no grad- ing plans were available for our review. This home is a single story, wood-frame structure with raised floor. The hand dug excavation completed on the west, side of the residence revealed the existing footing to be founded on sandstone, typical of the Baypoint Formation. The footing was measured to be 14 inches wide at the base and 12 inches below ad- jacent finish grade. A soil sample was obtained beneath this footing. Please refer to Plate No. 1. A direct shear test was performed to determine the failure en- velope based on yield strength. The shear box was designed to accommodate a sample having diameters of 2.375 inches or 2.50 inches and a height of 1.0 inch. Samples were tested at dif- ferent vertical loads and at saturated moisture content. The shear stress was applied at a constant rate of strain of ap- proximately 0.05 inches per minute. The results of these tests are presented below: Angle of Internal Friction Apparent Cohesion 37° 60 psf Page Two Based on the above site observations, the condition of the exist- ing home, and the results of the shear test, it is our opinion that the second story addition may be constructed as proposed. For the existing footings an allowable soil bearing value of 2100 pounds per square foot may be used for design. We suggest that the roof rafters and floor joists be placed perpendicular to each other in order to distribute the new loads more evenly around the existing structure. Further, please refer to Pleite No. 2 for foundation and retaining wall constraints. It should be realized that some minor distress may appear after the new addition is placed as the new loads are redistributed into the existing structure, but no structural damage is anticipated. Retaining walls and Lateral Loads The foundation for the proposed retaining structures should con- sist of spread footings founded in the firm native soils or com- pacted fill. Firm natural ground is defined as soil having an in-situ density of at least 85% of its maximum dry density. Footings may be designed for an allowable bearing pressure of 2100 psf. We recommend that retaining walls not restrained from movement at the top and required to support lateral earth pressures due to differential soil height be designed for an equivalent fluid pressure of 30 pcf where the retained earth within 5 feet of the wall is non-expansive. Retaining walls restrained from movement at the top, such as basement or structural walls, should be designed for an equivalent fluid pressure of 40 pcf where the retained earth within 5 feet of the wall is non-expansive. These pressures are based on horizontal ground surface conditions, and adequate drainage to prevent buildup of hydros- tatic pressure in the backfill. To provide resistance for lateral loads, we recommend that pas- sive pressure be assumed equivalent to a fluid pressure of 470 pcf for footings and shear keys founded in cut formational soils or properly compacted fill soils. The upper 12 inches of material in areas not protected by floor slabs or pavements should be included in design for passive resistance to lateral loads. This lateral pressure is based on the assumption that the ground surface adjacent to the footing is nearly horizontal for a minimum distance of 10 feet from the face of the footing or three times the height of the surface generating passive pressure, whichever is greater. SAN DEGU1TO SOUS, INC. SDS 7560 Page Three In calculation of frictional resistance to lateral loads, we recommend using a value of 0.4 as the allowable coefficient of sliding friction between concrete and the underlying soil. If combined frictional and passive lateral resistance are utilized in design, the friction coefficient should be reduced to 0.3. Backfill placed behind walls should be compacted to not less than 90% of maximum dry density using light compaction equipment. If heavy equipment is used, the walls should be appropriately braced. Expansive or clayey soils should not be used for back- fill material within a distance of 5 feet from the back of the wall. The retaining structure should not be backfilled until the materials in the wall have reached an adequate strength. If you should have any questions regarding this report, please do not hesitate to contact this office at your convenience. This opportunity to be of professional service to you is greatly appreciated. Sincerely, SAN DIEGUITO SOILS, INC. E. N. Ketchum, R.C.E. 26267 President ENK/cj cc: (2) Submitted SAN DEGUITO SOUS, INC. The Pacific Ocean D T-2 woo o r-l 1 Existing Residenc & »oo 0 Sf iH Existing Garage Ocean St. 50.00' SAN DIEGUITO SOILS, INC. 4407 MANCHESTER AVE.. SUITE W7 ENCINITAS, CA 92024 (619) 7534997 Site Map T.S.S.JOB NO. ?560 DATE 5/23/85 PLATE New Addition Existing Residence Underpin exis ftg. if new loads Backfill to be are applied. compacted to at least 90%. •Exist. Blockwall New Retaining Walls Concrete Slab SAN DIEGUITO SOILS, INC. 4407 MANCHESTER AVE.. SUITE 107 ENCINITAS, CA 82024 (619) 753-6987 SITE PLAN - Cross Section BY T.S.S. DATE 5/23/85 JOB NO. 756Q PLATE ' _ M X CL UJ Q 1- 2- 3- — 4- 5- 6- 7- 8- 10- «« IUa > UJ_i OL 5 < M A. A z 0 ^i O o i« w(0<_lu SM "^s SM TRENCH NUMBER 1 ELEVATION DESCRIPTION TOPSOIL: (8") Brown silty sand with roots BAYPOINT FORMATION: Tan silty medium sand Bottom • H u Z ECUI = OC f. et O < 2 moist ^ moist V z z t ill UI (Amm * « Z^ UIeu 55 Q * .0 ° loose medium \ dense »•• X Ml UI — ° I a:o _/ UI E W UI o Z Z 0 'o - zUI o -J a.in s* Su _ MM — — — — — __ ^T ^ / ^ ^V<U ^ ? & SAN DIEGUITO SOILS, INC. 4407 MANCHESTER AVE., SUITE 107 ENCINITAS. CA 92024 (619) 753-6997 SUBSURFACE EXPLORATION LOG BY TSS JOB NO. 756Q DATi 5/8/85 PLATE 3 * zt- CL UJo 1_ 2- 3- 4- 5- 6- 7- 8~ 9~ 10- ^v SAMPLE TYPEA D A SOILCLASSIFICATIONSMs SM TRENCH NUMBER 2 ELEVATION DESCRIPTION TOPSOIL: (8") Brown silty sand with roots S i ' BAYPOIMT FORMATION: Tan silty medium sand Bottom APPARENTMOISTUREdamp f damp \^APPARENTCONSISTENCYOR DENSITYloose medium dense DRY DENSITYIpctIx MOISTURECONTENT 1%)RELATIVECOMPACTIONS)— •— — ^ \ f ^ ^^€$& SAN DIEGUITO SOILS, INC. 4407 MANCHESTER AVE., SUITE 107 ENCINITAS. CA 92024 (619) 753-6997 SUBSURFACE EXPLORATION LOG BY TSg JOtNO.?560 DATE 5/8/85 PLATE 4 SCHOOL FEE COMPLIANCE CERTIFICATION (Government Code Section 53080(b)) This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the School District and returned to the Building Department of the City of Carlsbad. PROJECT INFORMATION (To be completed by the applicant) Project Address: 3L^\ ^ 1£V3 o*.f~* vr~ Project Applicant: ^/A K Project Type: ^Residential/No . of Dwellings _ Commercial _ Industrial 'Phased Project: _ Yes _ No. Building Permits are for entire project _ Yes _ No. Square feet of covered or enclosed space o?OOO fo __ . Plan check or Building Permit No. 87 "^"" Official checking form <^Wl \L^i/ Date /A//f7 INFORMATION VERIFICATION (To be completed by the project applicant) I, David H. Brodine ' declare under penalty of perjury under the Laws of the State of California that I am the project applicant for the project listed above and that the foregoing information is true and correct. Executed this 14 thday of September , 198_7_, at Carlsbad , California. FEE CERTIFICATION (To be completed by the School District) X Applicant has complied with fee requirement under Government Code 53080. Project is subject to an existing fee agreement. Project exempt from Government Code 53080. Final Map approval and construction started before September It 1986. (other school fees paid) Other - . School District Official: DATE _ NAME (PRINT) PHONE NO. TITLE Costa Real Municipal Water District 5950 El Camino Real, Carlsbad, CA 92008 Telephone: (619)438-2722 Engineering Dept: 438-3367 July 10, 1987 City of Carlsbad 1200 Elm Avenue Carlsbad, California 92008 Attention: Carol Neu Finance Department Subject: Direct Connection Surcharge/ Front Line Charge For Water Service Project: SDP 85-17/V-373-Brodine (Blackford) Westside of Ocean Street Btwn Beech & Cypress - CRMWD Project No. 85-C-155 A.P.N.: 203-140-10 Pursuant to Resolution No. 439 of Costa Real Municipal Water District adopted on July 20, 1983, the subject project will be required to pay a direct connection surcharge of $183.00. This amount will be collected at the time of the issuance of a building permit. Please contact the undersigned for any questions. Sincerely, _„--- Robert Greaney // District Engineer RB:sja cc: Ray Miller, City of Carlsbad, Building Department Tom Brammell, General Manager, CRMWD Other: David Brodine 2643 Ocean Street Carlsbad, California 92008 CRMWD 85-C-155