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2100 COSTA DEL MAR RD; ; CB881272; Permit
DECLARATIONSLENDERWORKER S COMPENSATION OWNER/BUILDER CONTRACTORLender s AddressKEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LEXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SGRANTING OF THIS PFRMITC c cc unCcn Cn C- ^Dn ^ 1 03 T3I O Zm a ABILITIES JUDGMENTS COSTS ANOX*PPLJCAXTS SIGNATURE */./// OWNERH CONTRACTOR D^- O^ > -||n *f|so||: _ L: : .:•S3- t?S"S°Sn ' onsls isl!^ f 3? s^s s s: S - 1 a8¥gos r^5S§S |s=• S < S3°='>o " - 9 r ^x £1!ir imiliilB I!039 =»o>o _ J S QO -i » s-=- SSSHs|^S°lo 53oS^? JCT:; — 2, a m -n oroill ?rsa -I| l°»3 ! --O5~ £^"35^ mWuO^rn c^I S » or-»3 IS^ogl i1! IM! flllli «H Hit iiuii5 5 is s? Osj»s°3°S- o=2 5m01 — °^. q-< 3i! Illl ill'7. o n —ft, m m Ic n 2 >E CAREFULLY EXAMINED THE COMPLETEDIFY UNDER PENALTY OF PERJURY THAT AARATIONS ARE TRUE AND CORRECT AND 1 F-.0 TO COMPLY WITH ALL CITY COUNTY ANo^S32z-> m -n oSzo>TION AND PERMITRMATION HEREONCERTIFY AND AGRLAWS GO\/ERNINm^zlC-r,0D f~ ^ c o ° ~- H m • *• j* m -< T ® C n lolll n Every permit issued by the Builcexpire by limitation and hjjjfomrfby such permit is not cot/rnancecif the building or worJP aulh/njf^at any time after the Vork i£ /ontng OMtcial under theTlull and void II the*tthin 180 days from«d by sucn permit/nenced for a periodprovisionsof this)uildmg or workthe date of suchs suspended orof 180 davs* AN OSHA PERM'TS 0 DEEP AND DESTRUCTURES OVES REQUIRED FOR EXCAVATIONS OVEMOLITION OR CONSTRUCTION OfR 3 STORIES IN HEIGHTTO c~ \ O TOTAL FEES PAYABLEl>CREDIT DEPOSIT*s». ^»o \TEMP OCCUPANCY (30 DAYS) |03;c=c;mm~r.3,COmX-cnX3:0C -n oooo0 cn iB ro -vl -X-DX r~ Omz C/)m H X 6 CD CO O CDCD CDO CiJ c.nro § minccm11C GARAGES -X-oI AWNINGr— ooCO —1 -n co oo O§ oo COUl -*CO".T)S 0 ID O —I ~n CO 00 CD CD0 0CD COCO COcn 1 i 1 hereby alfiim that I have a certificate of consent toself insure or a certificate of Workers Compensation Insurance or a certified copv tnereof tScc 3800 Labor Code)POLICY NOCOMPANYO—1ELECTRICAL PERMIT ISSUEcn 13 D MOBILE HOME SETUP33 mc: 3D CD 33 OC75m COcnCD CO O CD0 OCD 00-J-t.CD "D33 TOTAL MECHANICALCICD C~> t— mCO mm LOno0 CO CD o0 CDO CO CD -n 33 -o 33 mjOCO CDG CO 0 oCD CDCD COr-oro IT33•ngLl? 33 33 m — )STRONG MOTIONCO0 L." <nro toCO k WATER SOFINERRELOCATI2E O m cz z r:m ±m —im D3 < COO 33 CDCD CO CD CDCD CDCD OOro cn 9EACH VACUUM BREAKER |MECH EXHAUST HOOO'OUCTS ^<^«oCO I—m O m CDCD CO CD 0CD OCD 00 cn = M _|i i} jjijj! i* iiill f iiPIJ iiBffill!lii 1Pi I Spiii ii \ sfliisfgsl& S^ 5 ;lISSS £=2l|S"I'2ss i |" j gilggl ^ii^lEl^IEACHINSTAL ALTEH HEPAIH WAI ER PIPF |rr\ Z CO zor—m O ^ smC~3in 0 s cc o CDCD 00r\j mXCO00rn » 1 mC~5 O CDCD CC, CD 0 OCD CO ro C>J C EACH (",AS SYSTEM 1 IU 1 OUTLETS jBOILER/COMPRESSOR 3 Ib HPIf € o— i c CD cn CDCD CO CD 0o CD0 COINJ r>o JVy EACH WA1ER HEATER ANU/OR VENI ]BOILER/COMPRESSOR UP TO 3 HP ^\ 31 O g CO CD 0O CDCD gCD ?EACH BUILDING SEWERo m 3) 0O o0i D § 1 -**, S CO CD CDCD CO%J ^L EACH HXTURE THAP ]INSTALL FURN UUCTS JP TO 100000 8"TV\> '\ CTJ 1C 0 CO CD 0O CD0 CC 0 sK 0PLUMBING PERMIT ISSUEv& D MECHANICAL PERMIT ISSUE ^"7 >,*SUMMARY/ACCOUNT NUMBERCENSUS TRACTPARK ING SPACfc1} CZ Ht/i Ou D NG PERMIT ISYD N DSUEDREDE VF LOPMENTAREA•• D -NDi OH ffnh "i O0n rO O D j> n "LJ T> D ' D r1 mrm c/l Oz2Cmcn ocr OPm Dc OfDQ-a>-sco3fD-vjO3OfDfDCO cr -h 00 W ro m O 3 3 O pa fDQJ ~ O ' h*r*t>y affirm that 1 am licensed underprovisions of Chapter 9 (commencing withSection 7000) of Division 3 of the Businessand Professions Code and my license is in_ full force and effectI hereby alfirm tnat 1 am exempt from the Contraclor s License law lor the following reason (Sec 7031 5Business and Professions Code Any cily or county whicr requires a permit to construct alter imp ove demolish orrepair any structure prior to its issuance a so requires 'he apDhcant lor such permit to die a signed s atement thai ^e islicensed pursuant to the provisions o Ihe Lontcacior sLicense Law (Chapter 9 commencing wi h Section 7000 otDivision 3 ol the Business and Professions Code} or that is exempt therefrom and the basis for the alleged exemption Anyviolation of Section 7031 5 by an applicant for a permit <,UDlecls the applicant to a civil pena'ty o! not more Ihan five nunDESCRIPTION OF WORK 1L_ Masonry Buildings, wood roof structure,DESIGNER S ADDRESS '1 STATE LICENSE NO !BldPmt 622-01Not Valid Unless Machine CertifiedSzm1}O 50 CzO o0 >(/) oft- 0Ul0 <"ro3-sQlCL — i to O"QJ Q.DESIGNER1 a f.n<;t.fl fnn<;t. DpntDESIGNER S PHONE753-1181§ § 8 i2 or-o Ozm01 >S "rt-1COfDCOaa>OWNER S PHONE438-9111CONTRACTOR S ADDRESS2235 Encimtas Blvd. Enc.[STATE LICENSE NO455453BUILDING SO FOOTAGEo-tBLOCKSUBDIVISIONASSESSOR PARCEL NO216-123-03-04-05CONTRACTOR IPacific Commercial Const.1 CONTRACTORS PHONE I1 942-22101m 6DOro °I , 3DO w0 Mo0100+O>fDCU•-s0CL -I CO 31 -J D fD ^ 1 20 1 "^^ -nIN3 oWJzo -a Id rooi DO cn o BUSINESS LICENSE a18598c V ^ ! ft I m P CARLSBAD BUILDING DEPARTMI2075 Las Palmas Dr , Carlsbad, CA 92009 1915 (619)EATnei . . APPLICATION & PEFH m00r-O-0m0003DCOZ3D •o•gi~O z 0 -ILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONSWhite — Inspector Green — (1) Finance Yellow — Assessor Pink — Applicant Gold — Temporary File SPECIAL CONDITIONSBUILDING<OCO^•~ f «f33r^^^n•)C>f5>2 ELECTRICAL?^PLUMBING-'^^^•n2p i<«rtii(£'*L CALL FOR FINAL INSPECTION WITFMK ARCtVF HAVF RFFZniDI~-\p-^ci»•n-o3-S33033^m 1 '" •: •VENTILATING SYSTEMS•I HEAT — AIR COND SYSTEMSa01TJ|—5.D3Dm*nT3Zo nIz5— 1 i 1 D BONDING D POOL>D ELECTRIC SERVICE D TEMPORARY1 1 'ROUGH ELECTRICi D ELECTRIC UNDERGROUND D UFFE30 ELECTRICAL<f '•D WATER HEATER D SOLAR WATER\ ; | y oHm_^Tlf. ^ > D 7r '•'TUB AND SHOWER PANTOP OUT D WASTE D WATERT;m>] "" 1 Z i ^UNDERGROUND D WASTE n WATE3D£*x^^OiJ"1CEc-'S D SEWER AND BL/CO D PL/CO^Tlj'-Lu~. 1^ rp Z T j | | 1 PLUMBINGT.rnr-ag rrf—o 2 Q -O T:QCn ~D -1m rr—i zn >s r ZHm300u>iB»DJOcr2r3r n INSULATION") T!- mi _j'i]S! m C EXTERIOR LATHO 'J>< -im ^D CH 5o r0 Z!"c > ~ O 0z mH FRAME^^ocza_1 Cz I C3.n:cC31CTC03n31.AX,V,INx^X,tIc3 ^_ 0cn>H'5]j))i]5l'>J)SSw1(jCr0C K • .1 SUB FRAME D FLOOR D CEIIIINGinj0")> 3 > 7 ^1 ! OczmO3D vO3D0CftNV-=--1-("— (f) TlmoH Oz oI 33m m00 m TIO _ •^ Z TJ W TJ ^ OH|o 0 Hm |3D£_!;.^•N '3nc£ :n C u1n 5f— Zc/TrrC — C Z</ zC/) TJmO — C w Z 0 — 1min 3n2T3CncnnrN//^*~.^S,>X Dnj 5i 3 i 3T N) > 1 ) 1 Dnf\3j111]^11S(sz§oz•*.^~nmi—a—z TJ [Tl OHoz Xm O•J) O BUILDING ^i • ,. •om|mcomqo i! , •- i •• FINAL BUILDING INSPECTION PLAN CHECK NUMBER DATE '5-6-39 PROJECT NAME La Costa Hotel S Spa ADDRESS 2100 Costa De8 Mar Road PROJECT NO TYPE OF UNIT CT6 . UNIT NUMBER NUMBER OF UNITS PHASE NO CONTACT PERSON.Les CONTACT TELEPHONE 753-1181 BLQG, PLiMG. FiRE. WATER. 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 86-1272 DATE $-6-39 C®St S &M3PROJECT NAME ADDRESS SIQQ C@9to E3ol tVJar foo^s Or^i — *~%tJLst- PROJECT NO TYPE OF UNIT .UNIT NUMBER CTi NUMBER OF UNITS PHASE NO CONTACT PERSON Leo CONTACT TELEPHONE 7S3-11Q1J QLDG. PiL^'C. Pi ME. INSPECT 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 88-1272PLAN CHECK NUMBER PROJECT NAME La Costa Hotel S Spa ADDRESS DATE iJ-6-89 2100 Costa Del Mar Road PROJECT NO TYPE OF UNIT UNIT NUMBER CTI NUMBER OF UNITS PHASE NO CONTACT PERSON.Las Vaucuhn CONTACT TELEPHONE.753-1181 BLDG. PLMG. F8RE. WATER.' ENG INSPECTED BY DATE INSPECTED APR 1 0 1989 INSPECTED BY INSPECTED BY DATE INSPECTED DATE INSPECTED APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED Costa Real Municipal Water District.COMMENTS Engineering Department L (619)438-3367 1 - ! >" *' • '. t '3 } 11 ill 1 111 \\\ APR -T 1989 ill! 11\\' i\\))\UUt_^ ,™»™T^-~..-— i!--^ Ruv 1/86 WHITE Suspense BLUE Water District GREEN Engineering CANARY Utilities PINK Planning GOLD Fire FINAL BUILDING INSPECTION J-1272PLAN CHECK NUMBER PROJECT NAME La Costa Hotel S Spa ADDRESS 2106 Costa Pet Mar Road DATE 4-6-89 PROJECT NO TYPE OF UNIT £TI UNIT NUMBER NUMBER OF UNITS PHASE NO CONTACT PERSON.Las Vaughn CONTACT TELEPHONE.753-1181 8LDG, PLNG. FlftE, WATER, t=NC 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 DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009-4859 (619)438-1161 MISCELLANEOUS FEE RECEIPT Applicant Please Print And Fill In Shaded Area Only ADDRESS _ ,,. _ r-4. 'JIT o JtoGolf ^nurs*3" S"|tP #1 X f/ ASSESSOR'SPARCEL NO 216-123-03-04-05 OWNER La Costa Hotel & Spa OWNER'S MAILING 0~\ nn PA c t1 a Hoi Ma Y* Pn^H ADDRESS ^10U L°Sta Ue' ™r K°ad CITY Carlsbad 2IP 92009 TEL 438-9111 x CONTRACTOR Pacific Commercial Construction CONTRACTOR'S ADDRESS 2235 Encinitas Blvd. ' _ITY Encinitas _._ 92024 __, 942-2210Ol 1 Y £\r \ tl_ STATE 4.^(^453 BUSINESS jgcgoLICENSE NO t->3'+J>-> LICENSE NO J-O^o LEGAL DESCRIPTION La Costa Golf Course Portion S26 & 35 T12S R4W SBM DESCRIPTION OF WORK Masonry exterior walls, wood roof construction, concrete slab floor •"7 /" /I A^K ' 1 CONTACT PERSON Les Vaughn ADDRESS 7626 El Camino Real CITY Carlsbad ZIP 92009 TEL 753-1181 PLAN ID NO r^Cr 1 ^.-j -^ 2007 09/21/88 (MM M AC Misc 129.00 VALIDATION AREA ,.* FRTMATFO VAIIIATiniM / 6 > ^ ' PI AN HHFP.K FFF 00181000-008821 ^JQ IF THE APPLICANT TAKES NO ACTION " ' WITHIN 180 DAYS, PLAN CHECK FEES WILL BE FORFEITED CHECK IF SUBMITTED Q 2 ENERGY CALCS pi 2 1987 ENERGY CALCS ^ FOR NON RESIDENTIAL BLDGS Q 2 STRUCTURAL CALCS D 2 SOILS REPORTS Q 2 SELF ADDRESSED ENVELOPES DATE GIVEN/ DATE SENT TO APPLICANT LA COSTA LETTER SCHOOL FEE FORM P & E CORRECTIONS LIST CERTIFICATE OF OCCUPANCY APPLICANT'S SIGNATURE DATE White - File Yellow - Applicant Pink Finance Gold • Assessor Cttp of Cartebao REQUEST FOR INSPECTION RECOR°D INSPECTOR )<sts/Y} PERMITNO TIMF RATF y-b^-frf AnDRESS ftC^lGO (2& ^Tfl- &££-f7\tf^ REQUESTED BY ftl&^ft Q^ LjlTyfl SliJt C^yt^f~ PHONE NO 7 i PERSON TAKING REPORT «C fTYLS^~- BUILDING Q FOUNDATION D FOOTING n SLAB Z! REINFORCING STEEL I! MASONRY 71 GROUT GUNITE ~: FLOOR AND CEILING SUB FRAME 1! SHEATHING D ROOF iZ SHEAR T; FRAME / IZ EXTERIOR LATH ^~ D INSULATION niNTERIOR LATH OR DRYWALL X.^ ' ^r*~~^ \ \ (2JJ r\ PLUMBING ¥^ IZ UNDERGROUND PLUMBING U SEWER AND PL/CO D TOP OUT PLUMBING n TUB OR SHOWER PAN D GAS TEST [j WATER HEATER 11 SOLAR WATER [j FINAL 1, rf\ 1 )l S p> I ^~ ELECTRICAL n TEMPORARY SERVICE LJ UFFER GROUND H ELECTRIC UNDERGROUND H ROUGH ELECTRIC S ~. POOL BONDING •"" D ELECTRIC SERVICE n FINAL ^ MISCELLANEOUS O CONDITIONED AIR SYSTEMS D SOLAR HEAT n PATIO n POOL ; i SPA : 1 SIGN IZ GRADING H DRIVEWAY fi FINAL SPECIAL INSTRUCTIONS. Ready For Inspection n Monday DAM n PM D Tuesday D Wednesday D Thursday Friday ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619) 56O-1468 DATE: !i/l^/ao 1 JURISDICTION: i^av PLAN CHECK NO: ^>t PROJECT ADDRESS: 2| PROJECT NAME:^r,o 1 c Jo-^i xnl /1 *-^- * Xv—-' C i* ' ^- i oo V F a-/2 Cos4o ^ ^.Or- £p"H SET: LL ^1 Mor-D^l, fc- Pe^4 Po^rvi ANT :ION _ 1ECKER QFILE COPY fjUPS HDESIGNER D The plans transmitted herewith have been corrected where necessary and substantially comply with the 3urisdiction's building codes. • The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified f -? Qg rv> g> i-\<~ s _ 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. 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: f 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:Telephone # REMARKS ; ($72) r Pro u f efg «=> <VL oo4k -horvl non 5) t^nlhrnnr^r? LL?a4(2<r t 'in u i on LM* fl kg <ai' ESGI* CORPORATION Enclosures: ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: JURISDICTION: PLAN CHECK NO: PROJECT ADDRESS ; PROJECT NAME v SET: tz/e:/ //&S' D APPLICANT FILE COPY QUPS [J DESIGNER D . — | I _ ( I — 1 I _ I D The plans transmitted herewith have been corrected where necessary and substantially comply with the 3urisdiction'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: / ,^^ Esgil staff did not advise the applicant coni plan check has been completed. person that I I Esgil staff did advise applicant that th-e' plan check has — been completed. Person contacted: _ / Date contacted: REMARKS : Telephone # Bv ; ^J^tzi-ci /<3 -A x O<& \Q ESG I INCORPORATION Enclosures: PLAH CHECK NO. JURISDICTION: /J? £ £*y & TO:/ PROJECT DATA OCCUPANCY: BUILDING USEr TYPE OF CONSTRUCTION:yju ACTUAL AREA; ^ ALLOWABLE AREA; STORIES; HEIGHT: SPRINKLERS: OCCUPANT LOAD:_ REMARKS: PLAN CUKKKJTIOH SHEET CTSERAL COMMERCIAL Date plans received by lurisdiction- Date plans received by Esgil Corp : Date initial plan check completed: Applicant contact person: Tel. I•QKEHDRD: 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 tiie disabled. ^^Theplai^cBe3ffsDasedonregulations| psnTorceo^Dy 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 Ik 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 UBC. The circled items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1985 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. j^speeauptherecneck process, note on this list (or a copvl where each correction item has been .addressed, i.e.. plan sheet, specification, etc. I Be sure to enclose the marked up list when you [submit the revised plans. NOTE: PAGE HCHBHtS ARE ROI IH SEQUENCE AS PAGES HAVING NO HENS NEEDING CORRECHOMS WERE DELETED. List No. 80, GENERAL COMMERCIAL, WITHOUT ENERGY OR LOCAL ORDINANCE OR POLICY SUPPLEMENTS or gLARS 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 208, San Diego, California 92123, (619) 560-1U68. 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. Provide the site address and a vicinity sketch on the Title Sheet. Provide the names, addresses and telephone numbers of the owner and the responsible design professionals on the Title Sheet. All 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 plan preparation. Please include the California license number, seal, date of license expiration and the date the plans are signed. Business and Professions Code. Indicate on the Title Sheet whether or not a grading permit is required for this project. Show on the Title Sheet all buildings, structures, walls, etc. included under this application. Any portion of the project shownon the site plan that is not included with the building permit application filed should be cleaily identified as "not included" on the site plan or Title Sheet. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: Occupancy Group Description of lisa Type of Construction Sprinklers: Yes or TTo Stories^ Height Yloor Area -Toblo X- Tntila 5 D;—(if applit-able.) 9^. Provide a note with the building data legend ' stating that yards used for area increases shall be permanently maintained. Iff. Provide a note on the plans indicating if any ' hazardous materials will be stored and/or used within the building which exceed the quantities listed in UBC Table 9-A. C. SITE PLAN Provide a fully dimensioned site plan drawn to scale Show north arrow, property lines, easements, streets, existing and proposed buildings and structures. Provide a statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan". Clearly designate on the site plan existing buildings to remain, existing buildings to be demolished, buildings to be constructed under this permit and any proposed future buildings. Clearly designate any side yards used to justify increases in allowable area based on Section 506. Show on the site plan all proposed walls, retaining walls and fences. Specify their heights on the plans. Provide construction details if a part of this permit. Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan. Show and dimension on the site plan allbuilding projections including eaves, balconies, cornices and similar appendages extending beyond the exterior walls. Show on the site plan, or provide the grading plans, showing finish floor elevations, elevations of finish grade adjacent to buildings, drainage patterns and locations and gradients of cut or fill slopes. Show dimensioned parking layout including any required disabled access spaces. Show the location of any designated flood plains, open space easements, or other development restricted areas on the site plan. Provide a reference on the site plan to any details or specifications for required site improvements to comply with the Title 24 disabled access requirements. /• /• /• 7/29/87 D. LOCATION Ml PROPERTY When two or more buildings are on the same property, the buildings shall have an assumed property line between them for the purpose of determining the required wall and opening protection and roof cover requirements, per Section 504 (c). An exception is provided if the combined area of the buildings is within the limits specified in Section 505 for a single building If this acception is used, show how the building(s) will comply with Section 505. When a new building is to be erected on the same property as an existing building, the location of the assumed property line with relation to the existing building shall be such that the exterior wall and opening protection of the exisitxng building meet the criteria of Table 5-A and Part IV. Section 504 (c). Buildings over one story and containing courts shall have an assumed property line for the purpose of determining required wall and opening protection of court walls, per Section 504 (c). See possible exception. Please show how the court walls will be made to comply with Section 50k (c). The exterior walls less than feet to a property line or an assumed property line, shall be fire-rated construction. Section 03. Exterior walls shall have a 30 inch parapet when less than feet to a property line or an assumed property line. The uppermost 18" of such parapets shall be noncombustible. (see exception, Section 1709.) The exterior wall shall have protected openings (3/4 hour) when closer than feet to a property line or an assumed property line. Section 03. The exterior walls shall have no openings when closer than feet to a property line or an assumed property line. Openings include windows, doors, scuppers, vents, etc. Section 03. Eaves over required windows shall be not less than 30 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 Projections may not extend more than 12 inches into areas where openings are not allowed. Section 1710. X X X X X Projections over vith Chapter 45. public property must comply X X X X- 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). Fire-resistive exterior wall construction shall be maintained through attic areas. Section 4304 (c). When openings are required to be protected due to location on property, the sum of openings shall not exceed 50 percent of the total area of the wall in each story. Section 504 (b). A covered pedetrian walkway must comply vith the requirements in Section 509. Exterior exit balconies cannot be located in an area where openings are required to be protected. Section 3305 (i). Exteror stairways shall not project into yards where protection of openings is required. Section 3306 (n). Yards or courts serving as required exits for 10 or more occupants must be at least 10 feet wide or have walls of one-hour construction for a height of 10 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 (b) definition and Section 3311 (d). Structural elements exposed in walls required to be fire-resistive construction due to location on property must have the same f ire- 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. Openings for scuppers, mechanical equipment vents, foundation vents and similar openings have to be protected where openings are required to be protected. Table 5-A, Section 03. E. BUILDIHG AREA When a building has more than one occupancy, the area shall be such that the sum of the ratios of the actual area divided by the allowable area for each occupancy shall not exceed one. Section 503 (a). As shown, the building(s) is/are over area for the Type of Construction shown. Table 5-C. X 7/29/87 X X The total floor area of a multi-story building cannot exceed twice the basic area allowed by Table 5-C after increasing the basic area, per Section 506. No single story can exceed the basic area allowed by Table 5-C plus the increases allowed by Section 506 Unless considered a separate story, the floor area of a mezzanine shall be included in calculating the area of the story in which it is located. Section 505 (c). A basement need not be included in the total allowable area, provided such a basement does not exceed the area permitted for a one story building. Section 505 (d). F. AREA SEPARATION WAIXS Two-hour area separation walls may terminate at the roof sheathing provided that. X X Area separation walls may separate portions of a building and allow each portion to be considered a separate building, however, the area separation wall must be four-hour in Type- I, II-F.R., Ill and IV buildings; and two-hour in Type II-one-hour, Type II-N and Type V buildings. Section 505 (e) 1. Openings in four-hour area separation walls are required to be protected with three-hour f ire- resistive assemblies, and 1-1/2 hour fire- assemblies in two-hour area separation walls. Section 505 (e) 1. Openings in area separation walls are limited to 25 percent of the length of the wall in each story. Section 505 (e). If area separation walls do not extend to the outer edge of horizontal projections, (balconies, roof overhangs, canopies, marquees and architectural projections), and the projecting elements contain concealed spaces, the wall shall extend through the concealed spaces to the outer edge of the projecting elements. The exterior walls, and projecting elements above, must be of one-hour construction on each side of the area separation wall for a distance equal to the depth of the projecting elements. Walls supporting the exterior walls must be one-hour. Openings in the one-hour walls must be protected with three-fourths-hour assemblies. Section 505 (e) 2. All area separation walls must extend in a continuous straight vertical plane from the foundation to a point 30 inches above the roof, but may terminate at the underside of the roof sheathing if the roof/ceiling is two-hour construction. Two-hour area separation walls may terminate at roofs of entirely noncombustible construction. Section 505 (e) 3. Where the elements are such framing such framing than one construction than 5 feet wall. roof/ceiling framing parallel to the walls, and elements supporting shall be of not less hour fire-resistive for a v,idth of not less on each side of the X- X 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 f ire-res istive construction. Openings in the roof shall not be located within 5 feet of the area separation wall. The entire building shall have a fire retardant roof cover in accordance with Section 3203 (g). Section 505 (e) 3. Area separation walls, which separate portions of buildings having different heights, may terminate 30 inches above the lower roof level, provided the exterior wall for a height of 10 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 10 foot width along the wall at the lower roof; where the lower roof/ceiling elements are perpendicular to the wall, the roof/ceilng elements shall be one-hour for the entire span. In each case, construction supporting the roof/ceiling shall also be one-hour construction. Section 505 (e) 5. No openings in the lower roof are permitted within 10 feet of the area separation wall if parapets are not provided. Section 505 (e) 5. 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 i»3-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 5M>6). 7/29/87 X X G. Parapets of area separation vails shall have noncombustible faces for the uppermost 18 inches, including counterf lashing and coping materials. See- the attached article, "Area Separation Walls Revisited", and incorporate appropriate data and details on your plans. Provide complete details of the area separation wall(s) to show compliance with Section 505 (e) 1-5. 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). BDHPIHS 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. 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. 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. One 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 (substitute for one-hour). Section 507. Towers, spires and steeples shall comply with Section 507, Exception 1. H. FIKK-RKSISI'iVK OOHS'JXUdiMI Where one-hour fire-resistive construction is required, an approved automatic sprinkler system, when not otherwise required, may be substituted for the one-hour construction. However, the fire sprinkler system shall not waive or reduce fire-resistive requirements for: occupancy separation, exterior walls due to location on property, area separation walls, shaft enclosures, corridor protection, stair enclosures, corridor protection, stair enclosures, exit passageways, type of construction separation per Section 1701 and atriums constructed in accordance with Section 1715. Section 508. X X Provide details of the one-hour fire-resistive construction. Include roof/ceiling assemblies, floor/ceiling assemblies, vail assemblies, post and beam assemblies, etc. Detail how one-hour fire-resistive wall construction is maintained at built-in wall fixtures and behind mailboxes, fire extinguisher cabinets, electric panels exceeding 16 square inches in area, etc Section 4304 (e). Detail and reference ICBO number or other approval for horizontal fire assembly using trusses Section 4303 (b) 6. 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. Section 4303 (b) 6. Roof/ceiling and floor/ceiling assemblies must be of one-hour construction. Detail fire assemblies on plans along with their ICBO number or other I.D. number from the Fire- Resistive Design Manual published by the Gypsum Assoc. or U.L. number or item number from Table 43-C. UBC. Detail water heater vents located inside fire- res istive wall construction or within fire- resistive shafts. Section 1706 (a). Detail pre-fabricated fireplace flues within individual fire-resistive shafts and specify fire-stopping around fireplace box opening. Section 4304 (e). Clearly identify location and hourly f ire- 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. Detail column fire protection per Table 43-A in the UBC and specify column impact protection in garage areas per Section 4303 (b) 5. As a minimum, show a 22 ga. steel jacket around each column to a height of 3 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. 7/29/87 I. Clearly specify minimum thickness of walls and slabs to provide -hour fire-resistive rating per Table 43-B and C Clearly specify minimum cover for bonded reinforcing at fire-rated floors, fire rated columns, fire rated beams Clearly specify minimum cover for prestressed concrete tendons per Section 4303 (c) 3. Detail all plumbing and electrical penetrations at occupancy, area, corridor or other fire separation walls as specified in Section 4304 (e). Detail all furred ceilings as required in Section 4203. Show fire-retardant treated wood where necessary. Clearly label and identify on the plans the fire-resistive corridors, area separation walls, shafts, occupancy separation walls and floors, exit courts less than 10 feet wide and exit enclosures, along with their hourly ratings. Section 302 (a). DtDERIOR HATJ. AHD CEHJHG FINISH Foam plastics shall not be used as interior finish except as provided in Section 1712. When walls and ceiling are required to be fire- resistive or noncombustible, the finish material shall be applied directly against such fire-resistive or noncombustible construction or to furring strips not exceeding 1-3/4 inches. The furred space shall be filled with inorganic or Class I material or fire stopped not to exceed 8 feet in any direction. Section 4203, 1. When finish materials are set out or dropped more than 1-3/4 inches from fire-rated walls or ceilings the finish material shall be Class I or sprinklered on both sides or attached to noncombustible backing or furring strips. Section 4203, 2. Hangers and assembly members of dropped ceilings below a one-hour ceiling assembly shall be noncombustible materials except in Types III and V construction, where fire- retardant treated wood may be used. Section 4203, 2. All interior wall or ceiling finishes less than1/4 inch thick shall be applied directly against a noncombustible backing unless it is in accordance with an approved tested assembly. Section 4203, 4. ' Bl J Provide a note on the plans or on the finish schedule, "Wall and ceiling materials shall not exceed the flame spread classifications in UBC Table 42-B " J. OOCDPABCT SEPARATION -hour required between occupancy separation is occupancy and the occupancy. Table 5-B, Section 503 (d), Tables 43-A, B, C and Chapter 43. (See exceptions in Section 503) Administrative and clerical offices and Similar rooms need not be separated from other occupancies provided they are less than 750 sq. ft , less than 25 percent of the floor area of the major use and not related to an H- 1 or H-2 occupancy. Section 503 (a). Provide -hour assemblies in the separation fire-resistive door -hour occupancy Section 503~(c). A B-l occupancy in the basement or first story of a building housing a group B, Division 2 occupancy may be classed as a separate building. The building above may also be considered a separate and distinct building for the purpose of area limitation, limitation of number of stories and type of construction ONLY if the conditions of Section 702 are met: B-l is Type I construction. B-l/B-2 is separated by a three-hour occupancy separation. B-l is restricted to passenger vehicle storage, laundry rooms and mechanical equipment rooms (no storage, recreation room, etc.). The maximum building height does not exceed the limits in Table 5-D for the least type of construction. The Type I construction is required to have protected openings when located within 20 feet from a property line or centerline of a public way. Section 1803 (b). In Type I construction, no openings are permitted in exterior walls less than 5 feet from a property line. 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 503 (c) 2. Tables 43-A, B, C and Chapter 43. 7/29/87 J/. /• yi. Structural members supporting an occupancy separation must have the same fire-resistive rating as the separation. Section 503 (b). No openings are allowed in a four-hour fire- resistive occupancy separation wall. Section 503 (c) Openings in a three-hour fire-resistive separation shall be protected by a three-hour assembly, and openings may not exceed 25 percent of the length of wall in the story and no single opening shall exceed 120 sq. ft. Section 503 (c). A two-hour fire-resistive 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). A one-hour fire-resistive separation shall be not less than one-hour fire-resistive construction. Openings shall be protected by a one-hour assembly. Section 503 (c). Occupancy separation wall penetrations must be either ferrous or copper and fire-stopped. Steel electrical outlet boxes, not exceeding 16 sq. inches and not exceeding 100 square inches per 100 square feet of wall may be installed and shall be separated by a horizontal distance of 24 inches when on opposite sides of a wall. Section 4304 (e). Fire-resistive floors used for occupancy separation shall have openings for mechanical and electrical equipment enclosed in shafts per Section 1706. Clarify that wiring within concealed spaces complies with the Mechanical Code and UBC Section 4305 (e). Ducts penetrating one or two-hour occupancy separation walls must have fire dampers. A fire door is required for three-hour separations. Section 4306 (j). Usable space under the first story shall be enclosed and shall be separated from the non- usable space as required for one-hour fire- resistive construction and the door to the usable space shall be self-closing, of noncombustible construction or solid wood core, not less than 1-3/4 inches in thickness. Section 1703. Show the basis for the rating of the occupancy separation you propose, i.e , Item number in Table 43-A, B, C; Gypsum Fire-Resistive Design Manual; U.L., etc. Unless the entire building is sprinklered, storage areas in excess of 1000 sq. ft (3000 sq ft if storage area is sprinklered and not otherwise required to be) in connection with sales occupancies shall be separated from public areas by a one-hour fire-resistive occupancy separation. Section 702 (b). K. POTS In all occupancies, floors above the first story having 10 or more occupants, shall have not less than two exits. Section 3303 (a). In areas where the occupant load exceeds two exits are required. See . . Table 33-A. 1». /, yt. Exits should have a minimum separation of one- half the maximum overall diagonal dimension of the building or area served. Section 3303 (c). The maximum number of required exits and their required separation must be maintained until egress is provided from the structure. Section 3303 (a). Where a required exit enters a yard or court the minimum width of the yard or court shall be 44" and the yard must be unobstructed and lead to a public way. Section 3311 (b), Section 3301 (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 (d) requirements for width, number, and protection of walls and openings when the occupant load exceeds 9. Change in width in a exit court shall be effected gradually by a guardrail at least 36 inches high and making an angle of not more than 30 degrees with the axis of the court. Section 3311 (b). Walls of exit passageways shall be without openings except exits and shall have walls, floors and ceilings of the same fire- resistance required for the building, with a minimum one-hour fire-resistive construction. Exit openings in the walls shall be protected by a three-fourths-hour assembly. Section 3312 (a). Basements require two exits. Section 3303 (a). 7/29/87 i/*. yt. yl. Tota'l width of exits in feet shall be not less than total occupant load served divided by 50. Tributary occupant load from basements and stories above shall be per Section 3303 (b) and the maximum width required for any story shall be maintained. No point in the building shall be more than 150 feet (200 if sprinklered) from an exterior exit, horizontal exit, enclosed stairway or exit passageway, measured along the path of travel. This may be increased 100 feet if last 150 feet is in a corridor. Section 3303 (d) (See exceptions). Double acting doors are not allowed when serving a tributary occupant load of more than 100, or when part of a fire assembly, or part of smoke and draft control assemblies or when equipped with panic hardware. Section 3304 (b). Exit doors should swing in the direction of egrees when serving an occupant load of 50 or more or when serving any hazardous area. Section 3304 (b). See doors Exit doors should be operable from the inside without the use of a key, special knowledge, or effort. Section 3304(c) [Note that exit doors serving 10 or less occupants may have a night latch, dead bolt, or security chain per Title 24 2-3304 (c).) Exit doors from assembly rooms with 50 or more occupants shall not be provided with a latch or lock unless it is panic hardware. Section 3318. All doors and gates, within the exit path from an assembly room to a public way, shall not be provided with latches or locks unless they are equipped with panic hardware. Section 3318. Exit doors should be a minimum size of 3 feet by 6 feet 8 inches with a minimum door swing of 90 degrees. Maximum leaf width is 4 feet. Section 3304 (e). The net dimension (clear width) at doorways should be used m determining exit widths required by Section 3303 (b). Section 3304 (e). In consideration of door thicknesses, panic hardware, door swing, etc., the required exit, widths have not been furnished. See door [125) Regardless of occupant load, a floor or landing not more than 1 inch (I/2-inch if disabled access is required) below the threshold is required on each side of an exit door. Section 3304 (h). yt. y- When a door landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half its required width. Section 3304 (i). Door landings shall have a length measured in the direction of travel of not less than 44 inches. Section 3304 (i) Doors should not project more than 7 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 if the occupant load exceeds 9 or the exit door serves a hazardous area. Section 3304 (g). Ramps required by Table 33-A shall not exceed 1:12; other exit ramps 1:8. Ramps steeper than 1:15 shall have handrails as required for stairways. Minimum size landings and landing clearances must be provided. Section 3307. L. STATWAYS Stairway width must be at least 44 inches when serving 50 or more occupants; 36 inches when less than 50. Section 3306 (b). Seventy eight inch minimum headroom clearance for stairways should be indicated on the plans. Section 3306 (p). Note that this is from a plane tangent to the stairway tread nosing. Stairway handrails should not project more than 3-1/2 inches into the required width. Trun and stringers may not project more than 1-1/2 inches. Section 3306 (b). Enclosed usable space under interior or exterior stairways should be protected on the enclosed side as required for one-hour fire- res istive construction. Show 2 x @ 16" o.c. nailers. Section 3306 (m) (n). Landings should not be reduced in width more than 7 inches by a door when fully open. Section 3304 (i). Stairways from upper levels which extend below the level from which egress from the building is provided, shall have an approved barrier to preclude exiting into such lower levels. Section 3306 (h) & 3309 (e). Vertical distances between stairway landings are limited to 12 feet. Section 3306 (i). L/6 yi. 8/15/88 yi. iw. ' All interior stairvays and ramps shall be enclosed In other than H-6 and I occupancies an enclosure is not required if serving only one adjacent floor and not connected to stairs or corridors serving other floors. Section 3309 (a). Stairvay riser must be 4 inches minimum and 7 inches maximum and minimum run shall be 11 inches. Section 3306 (c). See the exception for private stairvays serving less than 10 occupants. Winding and spiral stairways are permitted only in residential occupancies. Section 3306 (d). Stairways should Section 3309: be enclosed as specified in yt. Two-hour fire-resistive walls are required in buildings of Type I and II-F.R. construction, and in all buildings over four stories, and one-hour elsewhere. Only exit doors are allowed to open into exit enclosures. Doors should be labeled one and one-half- hours or one-hour fire assemblies. Exit enclosures should include a corridor on the ground floor extending to the exterior (see exception). Fire-resistive construction should be as required for the exit enclosure, including protected openings. Only exit doors are permitted to open into the corridor. An approved barrier is required at the ground floor to prevent people from accidentally continuing to the lower level. Usable space is not allowed under the stairs. Occupied floors more than 75 feet above the highest grade should have all exits from the building in smoke-proof enclosures. Section 3310 (b). In buildings four or more stories, one stairway must extend to the roof. Section 3306 (o). It must be in a smoke-proof enclosure in buildings over 75 feet in height. A first story as allowed by Section 702 shall be included in determining the number of stories when determining if a stairway to the roof is required. Section 3306 (o). /Handrails* Handrails are required on each side of stairvays. Stairvays less than 44" vide or stairvays serving one dwelling unit may have one handrail (if not open on both sides) Private stairvays (1 tenant) need only have a handrail on one side if 30" or less in height. Stairways with less than four risers that serve one individual dwelling unit need not have handrails. Handrails shall be 30" to 34" above nosing of treads and be continuous. Except for private stairways, at least one rail shall extend 6" beyond top and bottom risers. All stairs shall terminating in a newel Section 3306(j). have handrails or safety post. l^b. Note: Title 24 requires handrails on both sides to extend 12 inches beyond the top nosing and 12 inches plus the tread width beyond the bottom nosing where disabled access is required. The handgrip portion of all handrails shall be not less than 1-1/4 inches nor more than 2 inches in cross-sectional dimension. Handrails projecting from walls shall nave at least 1-1/2 inches between the wall and the handrail. Section 3306 (j). Openings in the exterior wall below or within 10 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 separate exterior stairways serve an exterior exit balcony. Section 3306 (1). Openings in exterior walls below or within 10 feet, measured horizontally, of an exterior stair shall be protected by self-closing fire assemblies having a three-fourths-hour fire protection rating when the stair serves a floor level having openings in two or more floors below it. See exception above. Section 3306 (1). Buildings four or more stories in height shall have a stairway numbering system complying with Section 3306 (q). 8/15/88 N. CORRIDORS i^i.Corridors and exterior exit balconies serving 10 or more occupants must be a minimum 44 inches wide and 7 feet high to the lowest projection. Section 3305 (b) when a corridor or exterior exit balcony is accessible to the handicapped, changes in elevation shall be made by means of a ramp. Section 3305 (f). Corridors serving 30 or more occupants shall have walls and ceilings of one-hour construction except. Corridors greater than the occupants have an from the corridor. 30 feet wide when exit independent yn. yt. Exterior sides of exterior exit balconies. Corridor walls and ceilings need not be of fire-resistive construction within office spaces having an occupant load of 100 or less when the entire story in which the space is located is equipped with an automatic sprinkler system throughout and smoke detectors are installed within the corridor in accordance with their listing. Section 3305 (g). One-hour fire-rated corridors shall have door openings protected by tight-fitting smoke and draft control assemblies rated 20 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). Total area of all openings, except doors, in any portion of an interior corridor, shall not exceed 25 percent of the area of the corridor wall of the room which it is separating from the corridor. Such openings shall be protected by fixed, approved 1/4 inch thick wired glass installed in steel frames. Section 3305 (h). Elevators serving more than two stories shall not open into required one-hour exit corridors unless protected by an approved smoke/draft control door system. In high rise buildings refer to Section 1807 (h). Section 3305. Duct penetrations of fire-rated corridor walls and ceilings shall have fire dampers per Section 4306 (j). yt. yt. H. 164. One-hour corridors shall not be used as an integral part of a duct system. This includes the space above a dropped ceiling within the one-hour corridor. UMC Section 706 (b). Provide a complete architectural section of the corridor, and exterior exit balcony, showing all fire-resistive materials and details of construction for all floor, walls, roof and all penetrations. Section 3305 (g). Ceilings of combustible materials cannot be suspended below the one-hour corridor ceiling. In types III or V construction fire retardant treated wood may be used. Section 3305 (g). Corridor walls may terminate at the ceiling only if the ceiling is an element of a one- hour fire-resistive floor or roof system. Section 3305 (g). When two exits are required, dead end corridors and exit balconies are limited to 20 feet. Section 3305 (e). BLLI SIGHS Exit signs are required for exits serving an occupant load exceeding 49. Show all required exit sign locations. Section 3314 (a). Show that exits are lighted with at least one foot candle at floor level. Section 3313 (a). Show that the power supply for exit illumination and exit signs is provided by two separate circuits. (Occupant load exceeds 50 in I occupancies, 100 in H occupancies and 300 in all others). Section 3313 (b) 1. Show separate sources of illumination and exit signs, exceeds 999 in A-l, 500 in power for exit (Occupant load A-2/2.1, 750 in churches, 100 in I's and 500 in B-2 occupancies used for retail sales or offices). Section 3313 (b) 2. The exit sign locations as shown are not adequate. O. UCTATORS yt.Elevators shall be enclosed in a one-hour shaft except in Type I and Type II F.R. construction where the elevator shall be in a two hour shaft. Elevators in other than Group I occupancies need not be in a rated enclosure if serving only one adjacent floor. Section 1706. 8/15/88 10 f- yt. p. Every opening into an elevator shaft enclosure shall be protected by a self-closing fire assembly having a one-hour fire rating in one- hour shafts and one and one-half hours in two hour shafts. Section 1706. Elevator shafts extending through more than two floor levels shall be vented to the outside. The area of vent shall be not less than 3 1/2% of the shaft area and a minimum of 3 square feet per elevator. Section 5104. Elevators in high rise with Section 1807(b). buildings shall comply Every elevator lobby or entrance area shall be provided with an approved smoke detector as required by Section 5103(b). Doors other than the hoistway door and the elevator car door are prohibited at the point of access to elevator car. Section 5106. Revise the number of elevator cars per hoistway enclosure to comply with Section 5103(a). Provide notes, details or specifications to show the elevator will comply with UBC Sections 5102-5106 and Title 24 Section 2-5102 through 2-5105. Provide clear inside elevator car dimensions as required by U.B.C. Section 5103(d) 6 and Title 24 2-5103(m). One elevator in buildings more than three stories or buildings where disabled access is required to upper level(s): 6'-8" by 4'-3" with a minimum clear opening width of 42". Elevators other than in (a) above serving an occupant load over 50 shall have a minimum inside platform of 5 feet 8 inches wide by 4 feet 6 inches deep. The minimum clear door width shall be 36 inches. Elevators other than in (a) above serving less than 50 occupants shall have a minimum inside platform of 4 feet 6 inches by 4 feet 6 inches and a minimum clear door width of 2 feet 8 inches. GLASS AMD GLAZING Specify on the window schedule the glass type and thickness to show compliance with Table 54- A and B. Glazing, in the same wall plane as a door, must be safety glazing if within 12" of the door and less than 60" above the walking surface, unless the glazing is leaded or faceted glass. Section 5406 (d) 6. Glass in excess of 9 sq. ft. v.ith the lowest edge less the 18 inches above a walking surface shall be safety glazing or shall have a horizontal number not less than 1-1/2 inches in width and located between 24 and 36 inches above the walking surface. Section 5406 (d) 7. HOOF A fire-retardant roof covering is required. See exceptions under Section 3202 (b). Specify roof pitch. 180. Roof pitch is not adequate for roof covering specified. Specify minimum pitch of »*• Specify roof material and application,. Specify ICBO, UL or other recognized listing approval number for roof materials not covered in UBC. Specify roof slope for drainage or design to support accumulated water. Section 3207 (a). Show roof drains and overflows. Size drains per Appendix D of UPC. Section 3207 (a). Show the legal basis to allow roof drainage to flow onto the adjacent property. Draft stop roof/ceiling area, attics, mansards, overhangs, false fronts and similar to limit area to 3,000 sq. ft. or 60 LF (9,000 sq. ft and 100 LF, if sprinklered). Section 2516 (f). B-2 and B-4 occupancies with over 50,000 sq. ft. of undivided area and H occupancies over 15,000 sq. ft. of single floor area shall have smoke and heat vents per Section 3206. Provide skylight details to show compliance with Chapter 34 and Section 5207 or provide ICBO or other recognized approval listing. Provide plastic roof panel details to show compliance with Section 5206 or provide ICBO or other recognized approval listing. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50 percent of the required vent is at least 3 feet above eave or cornice vents. Section 3205 (c). Provide a minimum 22" x 30" attic access opening (or 30" x 30" if equipment is in attic). Section 3205 (c). 8/15/88 11 yt. Fire sprinklers are required for any story or basement when the floor area exceeds 1,500 sq. ft. and there is not provided at least 20 sq ft. of opening entirely above the adjoining ground in each 50 lineal feet or fraction thereof of exterior wall on at least one side, or when openings are provided on only one side and the opposite side is more than 75 feet avay. Section 3802 (b). Fire sprinklers are required in a basement if any portion of a basement is more than 75 feet from openings in an exterior wall. Section 3802 (b). Fire sprinklers are required at the top of rubbish and linen chutes and in their terminal rooms. Chutes extending through three or more floor shall have additional sprinkler heads installed within such chutes at alternate floors. Sprinkler heads shall be accessible for servicing. Section 3802 (b). Fire sprinklers are required in retail sales rooms where the floor area exceeds 12,000 sq. ft. on any floor or 2^,000 sq. ft. on all floors or in B-2 retail sales occupancies more than three stories in height. Section 3802. Fire sprinklers are required in H occupancies when exceeding the areas in Section 3802 (f). Provide fire sprinklers in drinking and dining establishments when the total area of unseparated rooms exceeds 5000 square feet. Section 3802 (c). Provide fire sprinklers Section 506, 507, 508 or 3802. jurisdiction ordinance. See also When serving more than 100 sprinkler heads, automatic sprinkler systems shall be supervised by an approved central, proprietary or remote, station service, or shall be provided with a local alarm which will give an audible signal at a constantly attended location. Section 3803. Provide class standpipes per Section 3807. A first story as allowed by Section 702 shall be included in determining the number of stories when determining if standpipes are required. Section 3806. 203. 20U. 206. 207. 2/ Provide a copy of the project soil reportprepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 2905. Specify on the foundation plan or structural specifications sheet the soil classification, the soils expansion index and the design bearing capacity of the foundation. Provide a. letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans. (Whenrequired by the soil report). The foundation plan does not comply with the following soil report recommendations) for this project Provide notes on the foundation plan listing the soils report recommendations for foundation slab and building pad preparation. 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: a. b. c. the building pad was prepared accordance with the soils report; in the utility trenches have been properly backfilled and compacted, and; the foundation excavations, forming and reinforcement comply with the soils report and approved plan". Provide spread footings for concentrated loads designed for 1,000 psf soil bearing or per bearing value as determined by an engineer or architect. Chapter 29. Show height of all foundation walls. 23. Show height of foundation walls. retained earth Chapter 23. Chapter on all Show distance from foundation or fill slopes and show slope cuts and fills. Chapter 29. to edge of cut and heights of Note on the plans that wood shall be 6 inches above finish grade. Section 2516 (c) 7. 8/15/88 12 Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 2905 (f). Dimension foundations per Table 29-A. T«*-t Ha »-*—pouND/moM* FOR true (EAKMO WALLC—MMIMUM REOUMEMENTI'> 2/6. tI 10 t I 10 I)I)II II II }4 2Z(> Show minimum under floor ventilation equal to a 1 sq. ft. for each 150 sq. ft. of under floor 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) 6. Specify that posts embedded in concrete shall be pressure treated per UBC Standard NO. 25- 12. Section 2516 (c) 1. T. MASOHKf 21(8. *A 2/0. 'What wuuuluBdiixm or (raa radons IK laud toounji ud louuUlum thill be •ft Kqiufed ID SCCIM* 3907 UX TW imm* iu»»er the flow «ay be cumot n> the clnttkB of the up el Ox foola^. T>«ni1«inai»iy appal»roofUi «Ak«» lo fct tufrilaa! D»obo rfHam Fra«i)irtn««rtr Hun he u n*»rf be npporuif«- fto« Note on the plans: "On graded sites, the top of any exterior foundation shall extend above the elevations of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus 2 percent." Provide elevations on the site plan to show compliance. Section 2907 (d) 5. Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. Show foundation bolt size and spacing. Foundation bolt size and spacing for shear walls must be clearly shown on the foundation plan. Section 2907 (e). Specify size, ICBO number and manufacturer of power driven pins. Show edge and end distance and spacing. Section 306 (f). 2VO. 'A Show size, anchors on k. embedment and location of hold down foundation plan. Section 2303 (b) 2/2. 'A Note on the plans that hold down anchors must be tied in place prior to foundation inspection. Show adequate footings under all bearing walls and shear walls. Section 2907 (d). Show stepped footings for slopes steeper than 1:10. Section 2907 (c). Show minimum 18 inch clearance from grade to bottom of floor joists and minimum 12 inch clearance to bottom of girders. Section 2516 (C) 2. Show pier size, spacing and depth into undisturbed soil. Table 29-A. Show minimum under floor access of 18 inches by 24 inches. Section 2516 (c) 2. Show veneer support and connections in Seismic Zones 3 and k, comply with Section 3002, 4, 5, 6 and Section 2515 (a) regarding ties and f9 wire in horizontal joints. Show height and construction details of all masonry walls. Chapter 24. 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. Provide details for damp proofing the foundation walls, below finish grade, where usable space exists on the interior side of the walls. Section 1707 (d). Show a minimum 2" air space and flashing between planter and building walls. Section 2516 (c) 7. FRAMCTG Provide complete structural details on the plans with cross referencing as needed to show the structural framing will comply with the design calculations and building code requirements. Provide minimum structural specifications on the plans to show that all structural materials will comply with the design calculations and building code requirements. Provide a special inspection section on the plans listing all structural elements requiring special inspection by U.B.C. Section 306. Show wall bracing. Every exterior wood stud wall and main cross partition shall be braced at each end and at least every 25 feet of length with 1x4 diagonal let-in braces or equivalent. Section 2517 (g) 3. Note cross bridging or blocking. Floor joists and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held in line. Section 2506 (h). 8/15/88 13 zfi. m. Show blocking at end and at supports of floor joists, and for rafters at exterior walls. Section 2517 (d) 3. Show solid blocking at ridge line and at exterior walls on trussed roofs. Section 2506 (h), Section 2517 (h). Show double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. Bearing partitions, perpendicular to joists, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joists. Section 2517 (d) 5. 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 (h) 4. are not parallel. Section 2517 Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 5. Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). Show double top plate with minimum 48" lap splice. Section 2517 (g) 2. Show nailing will be in compliance with Table 25-Q. Show or note fire stops at the following locations per Section 2516 (f): 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. at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; 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 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. . Show stud size and spacing. Maximum allowable stud heights; bearing wall: 2x4 and 2x6 max. 10'; non-bearing: 2x4 max. 14', 2x6 max. 20'. Table 25-R-3. . Studs supporting two floors, a roof and ceiling must be 3 x 4 or 2 x 6 at 16" o.c. Table 25-R-3. . Note an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 306 (f). (250.) Detail all post to beam and post to footing connections and reference the detail to the plan. Section 2516 (m). '251J Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. (252} Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables 25 I, J, K) and » Section 4713 (d). y!. Show 3" x 4" or 2" x 6" studs in first story of three story building. Table 25-R-3. . Provide truss details and truss calculations for this project. Specify on the plans the truss identification numbers. . Provide roof framing plan and floor framing plan. Section 302 (a) 7. Provide framing sections through Section 302 (a) 7. Specify all header sizes for opening over 4' wide. Section 2517 (g) 5. 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 (a) 7. 113 Oils _ uo \ eA £, C.T £ \a\ . Show on the plans all structural requirements developed in the structural calculations. ^ "5VJ L r va_. £> \~LG- g Trie 8/15/88 14 CITY Or «AM DltCO BUILDING INSPECTION »«PA«TM«NT Building Newsletter 25-3 INTERPRETATIONS & APPLICATIONS OF CITY & STATE BUILDING REGULATIONS 25-3 HORIZONTALLY SHEATHED DIAPHRAGMS JUNE 87 Wood diaphragms consisting of sheathing boards running at right angles to joists may be used to resist horizontal forces. The stress on every nail fastening the sheathing to the joists shall be determined by the formula: f *Vsb and must not exceed the allowable lateral strength in Table 25-G of the Uniform Building Code. F * Stress on any nail measured in pounds V » Total shear at any point in the wood diaphragm measured in pounds s a Joist spacing measured in feet b » Distance from center to center of sheathing boards measured in feet j « Distance between nails forming a nail couple in each sheathing board at each joist measured in feet B s Width of diaphragm measured in feet JOIST •SHEATHING BOARD 1 \/ ' • • • • • • • • • • • • • L _.u 4 ^i BNL25-3 1 of 1 yt. Columns and posts located on concrete or masonry 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 of natural resistance to decay or treat wood is used. Section 2516 (c) k. 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. Specify plywood grade and panel identification index. Table 25-N. design ridgeWhen roof pitch is less than 3:12, as a beam. Section 2517 (h). If foundation cripple wall studs are less than IV framing shall be solid blocking. Section 2517 (g) 4. 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 (8) *• Show plywood sheathing over exposed eaves, or other weather exposed areas, is "bonded with exterior glue." Plywood used for exterior wall covering shall be the exterior type. Section 2516 (g)3, 2516(i). Show a weep screed at the foundation plate line on all exterior stud walls to be stuccoed. Section 4706 (e). Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). Parking garages shall have an unobstructed headroom clearance of not less than 7'-0" above the finish floor to any ceiling, beam, pipe or similar construction. Section 702 (b). Show light and ventilation, for areas customarily used by people, will comply with Section 605. Provide details of restrooms to show compliance with Sectionand showers.510 (b), regarding floors, walls Provide restrooms for each sex if the number of employees exceeds 4 and both sexes are employed. Section 705 (B occupancy). / Show unenclosed floor and roof openings, open and glazed sides of landings and ramps, balconies or porches more than 30" above grade or floor, and roofs used for other than service to the building have 42" minimum height guardrail, through which a 6" sphere cannot pass, and designed for 20 Ibs. per lin. ft. applied horizontally at top rail (50 Ibs. for exit facilities serving more than 50). Section 1711. Table 23-B. Provide platform and stage construction, including occupancy separations and roof vents, as per Chapter 39. Pedestrian walkway shall comply with Section 509. Provide at least one drinking fountain for each floor level in Group A occupancies. Section 605. X. Show that aisles and Sections 3315 and 3316. seats comply with Buildings housing Group A Occupancies shall front directly upon or have access to a public street not less than 20 feet in width. The access to the public street shall be a minimum 20-foot-wide right-of-way, unobstructed and maintained only as access to the public street. The main entrance to the building shall be located on a public street or on the access way. Section 603. TCTLK V* HANDICAPPED ACCESS Provide note and details on the plans to show compliance with the enclosed Handicapped Access Check List. Handicapped access requirements may be more restrictive than the UBC. COfisiacvATiUH Sore &OO+Provide mechanical plans, plan details, calculations and completed forms to show compliance with state regulations for energy conservation. Provide electrical plans, plan details, calculations and the completed Form 5 or CF-5 to show compliance with state regulations for energy conservation. Incorporate in the plans or specifications the attached "Title 24 Mandatory Requirements" and the "Title 24 Construction Compliance Statement Requirements". '&u_e>n no tf O T M*V£>(0 8/15/88 15 2/5. Please see additional corrections, or remarks, XTZT>v S\ I I O fi 111 P^ 1 . I/ on the followin ae. (£&> OMo i n 4/g/3 H h J Jrnn v-t rvgnton the following page. The jurisdiction has contracted with Esgil _ OOpf Corporation located at 9320 Chesapeake Drive, S^~~^\ -rS* o» o 5 JSuite 208 eo California 92123 ^B7 "v-/r>-.> tH ^ t-M-^ > n > re: CJ^ < V g: OSuite 208, San Diego, California 92123; telephone number of 619/560-1U68, to perform ^ --- ^ f 0 TA. the plan check for your project. If you have _ r.\(fj(JTO _ any questions regarding these plan check items, (\ T! , f {)rxt> 4V-»Gr <?igc.-\> -pong V.« A ei ' at Esgil Corporation. Thank you. Enclosures: 1. 2. 3. 08/15/88 16 TITLE 24 MANDATORY REQUIREMENTS (To be noted on plans or specifications) HVAC Controls Sec. 2-5315. (a) Each HVAC system shall: 1. Be equipped with at least one automatic device for reducing HVAC energy use during periods of nonuse or alternate uses of the building spaces or zones served by the system; 2. Be able to maintain space temperature set points from 55°F to 85°F. Two or more replaceable fixed set-point devices shall be permitted if installed so as to maintain space temperature set points in the zone that they control; 3. Be able to provide sequential temperature control of heating and cooling capacity in each zone, if both heating and cooling are provided; 4. Provide a range of temperatures up to 10°F in which no heating or cooling is provided to the space, if the HVAC system has both heating and cooling capability; 5. Be able to terminate all heating at 70°F or less; and 6. Be able to terminate all cooling at 788F or more. EXCEPTION: Multiple zone HVAC sytems requiring concurrent operation of independent heating and cooling systems need not comply with Section 2-5315(a) 4, 2-5315 (a)5, and 2-5315(a)6. (b) Zoning. Each zone shall be provided with at least one of the devices specified in subsection (a) to control the HVAC system which serves the zone. Each floor of a building with conditioned space shall contain at least one zone. Ventilation Systems Sec. 2-5316. On mechanical ventilation supply and exhaust systems capable of moving more than 5,000 cfm of air, auto- matic dampers interlocked and closed on fan shut- down shall be provided. On gravity ventilating systems, either automatic or readily accessible manually operated dampers in all openings to the outside, other than combustion air openings, shall be provided. Doors and Windows Section 2-5317. (a) Doors and windows between conditioned and uncon- ditioned spaces, such as garages and closets for central forced air gas furnaces using outside air for combustion, shall be designed to limit air leakage into or from the building envelope. Control Devices for Indoor Lighting Sec. 2-5319. Controls for lighting loads within the building envelope shall meet each of the following re- quirements . (a) Each area enclosed by ceiling-height partitions shall have independent control of the lighting within that area. (b) Each area enclosed by ceiling-height partitions shall have at least one readily accessible manually operated switching device to control lighting within the area. For lighting controls, "readily accessible" means located so that a person using the device can see the controlled lights or the area being lit. Switching devices in addition to, but not instead of, the required readily accessible manually operated switching devices shall also be permitted. (c) The general lighting of any area 100 square feet or larger in which the connected lighting load equals or exceeds 1.0 watt per square foot throughout the entire area shall be controlled so that the load may be reduced by at least one-half while maintain- ing a reasonably uniform level of illumination throughout the area. Readily accessible switches, that control each luminaire in a space with more than one luminaire, or that control each lamp in a space independently meet the requirements of this section. (d) In all areas where effective use may be made of natural light, lighting circuiting shall be arranged so that units, in all portions of the area where natural light is available at the same time, are switched independently of the remainder of the area. Occupant Operating and Maintenance Information to be Provided by Builder The builder shall provide the building owner/ manager, and the original occupants a list of the heating, cooling, water heating, and lighting systems and features, materials, components, and mechanical devices conservation or solar devices installed in the building, and instructions on how to use them efficiently. The instructions shall be con- sistent with specifications set forth by the Executive Director. Water Heaters and Plumbing Fixtures Water heaters, showerheads, lavatory faucets and sink faucets must be certified by the California Energy Commission (Excluding: waterheaters of the non-storage electric type and lavatories in public facilities having devices that limit the flow of hot water or have self-closing faucets or having devices that limit the outlet temperature to a maximum of 110°F) Section 2-5314, Table 2-53G. Addn TITLE 24 HANDICAPPED ACCESS CORRECTION LIST UQT-Fi.fl Cl /(c/n nunifce« circled bclo» are required for this project See Title 24 2-l}Ob 11 Circled items do not apjil\ to noon v.h>ch arc not required lo be han dicuppcd accessible References to section numbers * ith prefix 'Z~ are to Title 24. Part 2 (StJle Building Code). 1SSS EdiHon Prefix 3 is for Pjrt 3 (S-3te Electrical Code) Prefix "S is for Part S (Stjte Plumbing Code) E\imptions claimed for am item shall be requested in \\ riling and shall include all djtj ncrded to determine "unrusonable hardship as described in Section 2 4°2 SITE DEVELOPMENT X HANDICAPPED PARKING SPACES ^ See Approved Parking Plan for la>out (Fig 2-71-1) Jfe^ Provide handicapped spaces (2-7l02a) c^ Space shall be so located thai handicapped persons are not com- ' pelled to wheel or walk behind parked cars other than their own (2-7102c) /Parking space shall be a minimum of 9ft x 18 ft with adjacent 5ft loading zone DoubleSpace shall be 23 ft wide (2-7102b, Fig 2-71-1) /Maximum slope of parking surface in any direction shall not ex- ceed '/«" per foot (2-7102d) /Parking space(s) shall be identified with the International Sym- bol of Accessibility on reflectonzed sign affixed to post or wall, and also duplicated on parking surface (symbol to be 36" x 36"). (2-7102e) ^ Entrance to parking facility or structure shall also have durable metal sign stating that unauthonzed vehicle(s) parking in han- dicapped space(s) may be subject to tow-away (2-7102e) JK Entrance to and vertical clearance within accessible level of park- " ing structure shall be 8 ft. 2 in. to any structural member, duct or pipe. (2-7102f) CURB RAMPS ]f. Curb ramps shall be located wherever pedestnan path crosses ' curb (2-7103a) /, Curb ramp shall be 48" mm. width (2-7103b) with maximum slope of 1 in 12 (2-7103c) «\ A level 48" min depth landing is required at top of curb ramp ' over entire curb ramp width (2-7103d) /If no landing is provided, the slope of flared sides shall not ex- ceed 1 in 12 (2-7103d) jf. Surface is to be slip resistant (2-71030 A. Border markings shall be 12" wide of Vx" x VC grooves, V*" apart. ' located at top and sides (2-7103h) X WALKS jl. Site development and grading shall be designed to provide ac- cess to primary entrances and access to normal paths of travel and where neccssar} to provide access shall incorporate pedestrian ramps, curb ramps, etc (2-7101 a) J» Walks sloping greater than 51 (1 in 20) must comply with rampf requirements of sect 2 3307 (2-3325ci y. Walk width shall be 48" minimum. (2-3325a) The maximum cross slope shall not exceed '/«" per foot (2-3325a 3) jf Gratings are not allowed whenever possible (2-3325b) ][ At each gale or door a 60' x 60" level arrj is required when the ' gjte swings toward the walk (2-3325e) X A 24" clear space is required at strike side of gale or door (2-3325e, Fig 2-33-2) X. A 48 x 44" deep level area is required v. hen the gate swings aw av from the walk (2-3325e) PEDESTRIAN RAMPS si. A path of travel with a slope greater than 1 in 20 shall be con- ' sidered a ramp (2-3307a) V. The maximum slope shall be 1 in 12 (2-3307c) /. The width shall be 48" minimum (2-3307b-3) f. A 60".intermediate landing is required at maximum elevation change of 30" and 72" landing at each change of direction (over 30») (2-3307d-l) /. Landings are required at top and bottom of ramps (2-2307d-I) /. Bottom landing shall be minimum of 72" in the direction of travel ' (Fig 2-33-11A) jf. Top landing shall be 60** x 60" minimum (2-3307d-2) /, When door swings onto top landing, minmum depth of landing required is door width plus 42". (Fig 2-33-11 A) J. Top landing shall have 60" mm. width when door swings onto ' the landing, with 24" on strike side of door at exterior ramp, or 18** at interior ramp (2-3307d-i) jf. Ramp handrails are required on each side of ramp, when slope * exceeds 1 in IS (2-3307e) y. Ramp handrails shall be continuous, located 30"-34" in height * above ramp surface, with 12" extensions beyond top and bot- tom, and the ends returned (2-3307e) /Handrails shall be I-V4" to 2" cross section, spaced mm of 1-V4" from wall (2-3307e) /A 2" high curb or wheel guide rail centered 3" plus/minus 1" above ramp surface is required on both sides where not other- wise bounded by walls when the ramp exceeds 10 feet in length (2-3307h) SPECIAL ACCESS LIFTS y/1 Lifts ma) be provided between levels, in lieu of elevator, when • the vertical distance between landings, structural elevator, struc- tural design and safeguards are as allowed by the Slate of Califor- nia. Dept of Industrial Relations, Div of Occupational Safety and Health (2-S106a) DA 2/4/88 HAZARDS i/ Provide 80 headroom from walkway surface to any overhang- ing obstruction (2 3326b) / Headroom of 80 minimum shall be maintained for walks, cor- ridors, aisles, etc (2 5221 2) jf Protruding objects « uh leading edges between 27 and 80 above finished floor shall not protrude more than 4 into walks cor ridors. etc (2 522f 1, Fig 2 5-7) ir Objects with protruding edges below 27 above finished floor ' may protrude anv amount (2 522M) if Free standing objects mounted on posts between 27' and SO" above the floor may project a maximum of 12 (2 522M) J[ Abrupt changes in level exceeding 4' adjacent to walks except between walks and adjacent streets or drives shall be identified by 6' high warning curbs above walk surface (2 3326a) ENTRANCES AND CIRCULATION *T) ENTRANCES, DOORS, VESTIBULES AND CORRIDORS fij All primary entrances to buildings shall be accessible to the han- ^ dicapped (2-33011) )f. All required exit doors shall have 32" clear opening at 90* (36" ' door) (2-3304e-l) At least one of a pair of doors shall meet the mm 32" clear en- trance width requirement (2-3304e-3) fdJ Threshold shall be no higher than '/:" above the floor Edge to ^"^ be beveled with a slope no greater than I in 2, if more than Vi". (2-3304h-l. Fig 2-33-5) \*^ Exterior level landing ma> slope up to W" per foot in an\ direc- tion for surface drainage (2-413) ffj Door hardware shall be of the lever or push type, mounted 30" ^^ to 44" above the floor and be operable with a max effort of S 5 Ibs for exterior doors and 5 Ibs for interior doors (2-3304C-3. 2-33041-2) ®Thc lower 10" of the door shall be of smooth, plane surface (no recess or trap) except at automatic and sliding doors (2-3304m) Oi) Building entrance(s) shall be identified by sign with the Inter- national Symbol of Accessibility Show location on the plan (2-522b-7) The symbol shall be a white figure on blue background (2-522b 2) /; At turnstile, provide an access gate. 32" clear width opening. ' within 30 feet of turnstile (2-3304n) j(. There shall be a clear area on each side of door, 60" deep in direc- tion of door swing and 44" deep in opposite direction of door swing (2 3304h-2) / Width of clear area on the swing side of the door shall extend 24" past strike jamb for exterior doors and 18" past strike jamb for interior doors (2-3304h-2) The space between two consecutive doors (vestibule) shall pro- vide a, mm of 48" clear depth between the open door and a se- cond closed door (2-3304h-2D, Fig 2-33-5A) Doors in a series at a vestibule shall suing in the same direction, or away from the space between them (2-3304h-2D) . Corridors shall be 44" minimum In width or as required b> oc- cupant load. (2-3305b-l) I. * of. ' / , For corridors over 200 feet long, see special requirements of Sec 2-33Q5b 2 (Fig 2-33-6) FLOORS /Floors of a given itorv shall be a common level throughout or shall be connected b) pedestrian ramps, passenger elevators, or special access lifts (2-522e) 9> STAIRWAYS if Treads shall have smooth, rounded exposed edges and be slip resis ^ tant (2 3306s 1) /Nosing shall not project more than I'/i past face of the riser below (23306s-2) jf Risers shall be sufficiently solid (2 3306s 3)' J[ The upper approach and lower tread of each flight of stairs shall be marked with a contrasting colored strip 2" in width (2 3306r) /On exterior stairs, each tread shall be marked as noted above (2-3306r) /. Handrails are required on each side of stairway (2 3006) 2) / Handrails 4 all be located 30" to 34" above nosing, extend 12" beyond top riser and 12" plus tread width bcvond bottom nos- ing and returned to wall/newel post (2-3306j-2) Handrails shall be 1 Vt~ to 2 in gripping cross section and 1 '/i" clear of wall (2-3306j-2) ~ELEVATORS jf. See Chapter 51 of UBC for car size jt. Passenger elevators in buildings other than tho->e listed in Chapter 51 of UBC servin£-an occupant load of more than 50 shall have a car size 68" wide by 51" deep with a mm clear opening width of 36" (2-5103m-2Bl) •^ Passenger elevators in buildings other than those listed in Chapter 51 of UBC servine an occupant load of 50 or less shall have a car size of 54" wide by 54" deep with a minimum clear opening width of 32". (2-5103m-2B2, 3) A. Raised Braille marking] and Arabic numerals arc required on con- trol buttons and door jambs (2-5103m) SANITARY FACILITIES (17) TOILET FACILITIES ACCESS When located on accessible floors, sanitary facilities shall be made accessible to physically handicapped (2-51 la-3) Jr. Doorways shall have 32" minimum clear width (2-511a-5A) rcJ There shall be a level area with 60" clear depth in the direction of the door swing, and a level area with 44 clear depth in op- posite direction of door swing (2-511a-5B) I MULTIPLE ACCOMODAT1ON TOILET FACILITIES [a ) Provide clear area 60" diameter x 27 high - or clear space 56" ^ x63 x27 high (2-51U-6A) b) Doors (other than handicap compartment) are not to encroach more than 12" into above mentioned clear space (2 51 la 6A) 'V) Prov ide 23' clear space between u atcr close-t and fixture or 32 ~"^ clear space between water closet and wall (2-51U-6B) jf. A 43" long clear space is required in front of water closet A 60" clear space is required when the toilet compartment has a side door (2-511a-6B) Water closet compartment door lo provide 32" clear width for end entry and 34" clear width for side entry Door to be self- dosing and swing out (2 51 la-6Q DA 2/4/88 . SINGLE ACCOMODATJON TOILET FACILITIES /Water closet shall be located 28" from a fixture or 32 from a »»11 (2 511a-7. Fig 2-5-1A) jf Minimum clear space in front of water closet shall be 48 ' (2-511a-7, Fig 2 5-1 A) / In an existing building, i single accommodation toilet taciht\ mav have a space 36" wide x 48 long in front of water close! (2.51 la 7. Fig 2-5-1C) CRAB BARS AT WATER CLOSET *ij One at side 42" long extending 24* in front of water closet one •^ at rear 36" long centered on water closet, both mounted 33" above floor (2511a-SA) Bars shall be l!/«" to !'/»" in diameter with I'/:" clearance lo wall (2511a-8B) Bar fasteners and mounting support shall be able to withstand 250 Ibs /ft in bending, shear and tension (2-51U-8C) f\ 5) WATER CLOSET Height of water doset seat shall be 17" lo 19" abov e floor (5-1502) The force required to activate the flush valve shall be 5 Ibs max- imum (5-1502) leJURINALS Where urinals are provided, the rim of at least one shall project 14" from the wall and be located 17" maximum above floor. (5-1503a) }>} The force required to activate the flush valve shall be 5 Ibs max- imum and located 44" maximum above floor. (5-1503b) rcj Provide 30** x 48* dear floor space for forward approach. (2-51 lb-4) 1 LAVATORIES /VJ Provide 30" x 48" clear floor space for forward approach Said ^-^ dear floor space may include knee and toe space under lavatory described below. (2-Sllb-lA) /bJ Provide clear space beneath lavatories 29" high by 30" wide bv ^^ 8" deep (knee space) and 9" high from the floor by 30" wide by 1?" deep from front of lavatory (toe space) (5-1504a) (cJ Hot water and drain pipes under lavatories shall be insulated. *~7 (5-1504b) \Q) Faucet controls and operating mechanism (operable with one hand) shall be of the type not requiring tight grasping pinching or twisting of the wrist and an operating fora, not exceeding 5 Ibs (5-1504c) Self-closing valves to amain open for at least lOx-conds (S-150-lt) TOILET ROOM ACCESSORIES (a J Mirror bottom edge shall be located 40" maximum above floor ^ (2-51 Ib-IB) Toilet tissue dispensers shall be mounted within 12 from the front edge of toilet seat (2 511b-3, Fig 2-5-1 A) cy Operating parts of dispensing and disposal futures (towels, waste, -^ coin slots, etc ) shall be within 40" of floor (2-5lib-2) SANITARY FACILITIES IDE.NTIHCAT10N On dooruavs leading to sanltarj facilities ihtsvrnbols lobe pro- vided are 12 Equilateral Triangle for men 12 Diameter Cir- cle for womtn. and 'V thick, centered or door. 60 high con trait ing color (2 511 a 5C) BATHING FACILITIES >• One such facilitv shall com pi) whin provided for the public, ' clients or emplovees (2-5) la 9) Shower compartment shall be 42" wide, 48" deep, vviih a 36" wide entrance (2511a9Al) jf Note on the plans that the handicappped bathing facilities shall conform lo requirements of Sect 2 51 la 9 5-1505-B and 5-1506 GENERAL REQUIREMENTS )DRINKINC FOUNTAINoThe a!co%e in which the water fountain is located shall be not less than 32" wide b\ 18" deep (2-51 Ic, Fig 2-5-3) Note on the plans that drinking fountain shall conform to re- quirements of Sec 2-51 Ic and 5-1507. . PUBLIC TELEPHONE if. Provide space 30" x 48" for forw ard or parallel approach to ' telephone (2-51 Id2) y. Note on the plans that public telephones shall conform to re- ' quirements of Sec 2-511d ^ELECTRICAL REQUIREMENTS { a 3 15. 20 and 30 amp receptacle outlets shall be installed not lessv-x than 12" above floor. (3-210-50e) r\ b) Center of switch shall be located not less than 36" nor more than 48" above the floor (3-380-8c) CROUP A OCCUPANCY REQUIREMENTS %f. AUDITORIUMS. ASSEMBLY HALLS, THEATERS. ETC. Seating and toilet facilities for the handicapped shall be accessi- ble from the mam lobbv or primary entrance. (2-611b-l) /This structure requires wheelchair seating spaces. (2-611b-lAn jf. Each wheelchair space shall be 60" x 30" and level. (2-611b-lA2) Jf. When the seating capacity exceeds 300, the wheelchair spaces * shall be in more than one location (2-611b-lA2) /This structure requires cnnc r*l*.9F I«,T m»i«-« (2-611b-lA2) seats for semi-ambulant per- sons Clear leg space shall be at least 24". (2-611b-lB) Stages, enclosed and unenclosed platforms, orchestra pits, ticket booths, and refreshment sales facilities shall be made accessible (2-61 lb-2, 3) DA 2/4/88 2^ STADIUMS GRANDSTANDS. BLEACHERS. PAVILIONS. /This facilitv requires __________ wheelchair seating spuces (2 61 Ic 1) /When the scaling capacit) ctcceds 300 the wheelchair spaces 2<fi shall be in mori than one location (2 611b 1A2) f / Ticket booths must be accessible from both sides (2-61 Ic 2) / Participation areas such as ball courts exercise rooms, tracks and clubrooi CROUP B OCCUPANCY REQUIREMENTS clubrooms must be accessible (2-61 lc-3.4) /Spectator and participant sunitarj form to the requirements of Cha and locker facilities must con- requirements of Chapter 2-5 (2-61 Ic 5) . DINING. BANQUET AND BAR FACILITIES / Wheelchair access shall be provided to all areas where each t>pe of / Access shall be provided at primary entrances (2-611d-l) 'hcelchair access shall be provided to all1 functional activity occurs (2-611d-2) /This facility requires wheelchair seating spaces (2-61 ld-3) / The ratio of removable seating arranged to permit use by wheelchair occupants is 1 per 20 and based upon the total number of seats provided (2-61 ld-3) At least one wheelchair sealing space shall be prov ided for each dining, banquet and bar area (2-61 ld-3) . Access to wheelchair seating spaces shall be provided by 36" minimum clear width mam aisles (2-61 ld-3) /Cafeteria line aisles shall be a minimum of 36* clear width. (2-611d-4) /Access to food preparation areas shall complv with provisions for entrance doors and doorways contained in Sect. 2-330-4. (2-61 ld-6) . Restrooms and power rooms shall conform to the requirements in Sect. 2-511 (2-611d-5) . RELIGIOUS FACILITIES J. Sanctuary areas shall be accessible. (2-611e-Y> V. Provide.wheelchair seating spaces in the sanctuan choir Use Section 2-611b-lA (2-611b-lA) 3. Provide wheelchair access to raised platforms, choir rooms, chi lofts, performing areas and other similar areas (2-611e-lB) if. Assernblv areas'shall be made accessible (2-61 le-2) /Enclosed and unenclosed platforms and stages in assemblv areas shall be made accessible (2-6He-2) /Classrooms and offices shall have entr> doors that conform to Chapter 33 (2-61 le-3) / Samtarv facilities shall conform to the requirements of Chapter 25 (2-61 le-i) Croup B occupancies uied for assemblv purposes but having an occupant load of less than 50 shall conform to al! the requirements for Croup A oc- cupancies covered in Section 2-6J1 (2 712d) BUSINESS AND PROFESSIONAL OFFICES PERSONAL AND PUBLIC SERVICE FACILITIES jf Client and visitor areas, office areas and related toilet rooms shall ' be made accessible (2-712b-2A) /Conference rooms, counseling rooms or cubicles and similar areas shall be made accessible (2 712b 2B) Emplovee work areas shall have a 36 minimum clear access (2-712b-2C) I SALES FACILITIES ./. General sales, displav. and office areas together \v ith related toilet rooms must be accessible (2-712b-3A) Jo. Sales emplovee work stations shall be located on accessible levels Employee work areas shall be accessible to employees in wheelchairs, and the customer side of sales or checkout stations shall be accessible (2-712b-3B) J_This facility requires.. check stands accessible to the / / / phvstcally handicapped, based upon 1 for 3 checkstands or less, 2 for 9 or more (2-712b-3C) Where quick check stands are prov ided at least one shall be ac- cessible (2-712b-3C) Cheek stands shall be made accessible bv providing j 36** aisle on the customer side of the stand (2-712b-3C) Accessible checkstands shall be identified bv the International Symbol of Accessibility and shall state "This check stand to be open at all times for disabled customers". (2-712b-3C) . RETAIL GROCERY STORES (Requirements are stated in AB 179. effective July 1, 1964) jr. Toilet rooms must be provided for the public in stores contain- ' ing more than 20,000 sq ft. of floor space. . The toilet rooms for the public may be the same as those provid- ed for the employees If. Separate facilities shall be provided for each sex if. Handicapped requirements shall be satisfied. Doors shall be self closing /Hand washing facilities shall be provided in or adjacent to toilet rooms and shall be equipped with hot and cold water / Hand washing detergent and sanitary towels or hot-air blowers shall be provided in permanently installed dispensing devices SHOPPING CART THEFT PREVENTION BARRIERS y Public entrances and exits shall be accessible to and usable by ' the handicapped (2 712b-3El) Jr . Barriers shall provide a 32** clear width opening for handicap- ' ped ingress and egree (2-712b-3E2) Note on the plans that shopping cart theft prevention barrier! shall comply with the requirements of Sect. 2-712b-3E. DA 2/4/88 X FITTING OR DRESSING ROOMS J Where fitting/dressing rooms are provided for male or female ' customers, one for each type shall be usable by the physically handicapped (2712b3F) CROUP R-l HOTEL, MOTEL AND DORMITORY OCCUPANCY REQUIREMENTS X Applies lo prixalelv and public!) funded hoi eh motels and dormitory buildings and complexes (2 1213a) /Minimum dimension of room shall be 60 x 60 (2-712b 3F) / Providetogetnei /Bottom of the mirror shall be located within 20" of the floor (2-712b-3F) /Height of ciothing hootcj snail not be greater than 48" from the floor (2-712b-3F) POLICE DEPARTMENT. LAW ENFORCEMENT, FIRE DEPART- WENT FACILITIES AND COURTROOMS /Office areas, conference rooms, classrooms, dispatch rooms and similar areas and related sanitary facilities shall be accessible (2-712b-6A) Detention area visitor rooms shall be made accessible (2-712b-6B) At least one detention cell facility with supporting sanitary facilities shall be made accessible (2-712b-6C) / / /Courtroom areas including judges' chambers and bench, counsel tables, jury box, witness stand and public seating areas shall be made accessible (2-712b-6D) ' FACTORIES if. Major or principal floor areas shall be made acessible (2-712c-2A) y? Office areas shall be made accessible. (2-712c-lB) if. Sanitary facilities serving the above shall be made accessible. ' (2.712c-lC) . WAREHOUSES /Warehousing areas which are located on the floor nearest grade shall be made accessible. (2-712c-2A) / Warehousing areas on other floors that are provided with access by level entry, ramp or elevator shall be made accessible (?-712c-2A) jt. Office areas shall be accessible. (2-712c-2B) it Sanitary facilities serving the above be made accessible ' (2.712c-2C) guest room(s) or dormilorv room(s) together with their sanitar) facilities that are accessible to and usable by the physical!) handicapped (2 1213a-l) )f. Hotel, motel and dormitory bathrooms beyond those required in item "a" above need not comply with the provisions of Sec 2-121M provided all bathroom entrance doors have a clear open- ing width of 32 inches and are sliding or swing out from bathroom (2-1213d Eiception 1) Jt Every entry, opening or passage door opening to anj area must have a 32" mm clear opening (2-1213a 2) Public and common use rooms shall be made accessible (2-1213a-3) /Recreational facilities including swimming pools shall comply with Sections 2 61 Ic and 2-1107a (2-1213a-4) Jf. Bathroom entrance doorways shall have an 18" clear space to the side of the strike edge of the door on the swing side of the door. (2.J213d-l) . When accommodations are provided with kitchen units, at least one and no less than one for every 25 of such accommodations provided, shall comply relative to accessible kitchen facilities with subsection 2-1213b-2,3,4 (2-1213a-5) ADDITIONS, ALTERATIONS AND REPAIRS TO EXISTING BUILDINGS. (2-110b-llB4) \ The area of specific addition, alteration and/or repair, shall comply S with the provisions of this Code ./. The primary entrance to the building and path of travel to the ' specific area shall be accessible to the handicapped persons VT Restrooms, water fountains, and public telephones which serve ' said specific area shall be accessible to handicapped persons jf Information regarding handicapped accessiblity shall be posted ' in lobby per Sec. 2-522b-8 DA 2/4/88 Job Address Owner DOCUMENTATION OF UNREASONABLE HARDSHIP Plan File No. Date It is requested that the above named project be granted an exception from the requirements of the State of California Title 2k accessibility, as specifically noted below: 1. EXCEPTIONS REQUESTED ESTIMATED COST OF ITEMS TO BE EXCEPTED 2. The cost of all construction without excepted items, is . 3. The impact on financial feasibility of the project, if the requested exception is not approved is . <f. The facility is used by the general public for the purpose of 5. The exceptions being requested will not penalize handicapped accessibility as equivalent facilities are available as follows: (Complete if over $62,000 value in No. 2 above) 6. Exceptions requested, and data provided, by:_ NAME ADDRESS SIGNATURE TELEPHONE Department Use Only Findings and Decision of the Enforcing Official: Signature of Enforcing Official Date HA-1 102385 Jurisdiction Prepared byt <==?& PLAN CHECK N0.__ BUILDING ADDRESS __ APPLICANT/CONTACT . BUILDING OCCUPANCY VALUATION AND PLAN CHECK FEE 51dg. Dept, Esgil PHONE NO. DESIGNER PHONE TYPE OF CONSTRUCTION CONTRACTOR PHONE BUILDING PORTION 3%c>ate>&>s>&/> /-> /£ /<-/?~frf&£y/*t~*^-/• _ Air Conditioning Commercial Residential Res. or Comm. Fire Sprinklers Total Value BUILDING AREA 5>2& VALUATION MULTIPLIER --J& — @ 0 e VALUE ^/ /20 — ^/ 2J® Building Permit Fee $_ Plan Check Fee $ COM ME NTS- SHEET OF 12/87 Datei Jurisdiction Prepared byt VALUATION AND PLAN CHECK FEE Q Bldg. Dept, B Esgil PLAN CHECK NO. BUILDING ADDRESS APPLICANT/CONTACT BUILDING OCCUPANCY PHONE NO. DESIGNER PHONE TYPE OF CONSTRUCTION CONTRACTOR PHONE BUILDING PORTION ^s&&'& -7 t'&O /'Z-r ^> Air Conditionine Commercial Residential Res. or Comra. Fire Sprinklers Total Value BUILDING AREA <3O£> VALUATION MULTIPLIER *&> - @ @ @ VALUE Xi^^-^O ;z 2 4o Building Permit Fee $ Plan Check Fee $ COM MEN TS: SHEET OF 12/87 «,4-»asQ m OJ 0)•fm > 00 •Q 0) ?dJ ><y QC 0) ro >, CO "D 0) £a> (Va: ENGINEERIN Date ? -2?-<38 Plan Check No. F?S/Z/2_ Project Address ^/Co&.T^ Pft. MP«2 )Q? Project Name./^ Losr/a l"l6T)=i. f^flQ »3Dor/d«v Field Check Date By LEGAL REQUIREMENTS Site Plan LEGEND © Item Complete Item Incomplete Your Action - Needs 1,2,3 Number in circle indicates plancheck number that deficiency was identified D D nan a a a a a a a a a a D a a a D a D a m/D D D a a a 1. 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. 2. Show on Site Plan Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway and percent (%) grade and drainage patterns. 3. Provide legal description of property. 4. Provide assessor's parcel number. PERMITS REQUIRED Grading 5. Grading permit required. (Separate submittal to Engineering Department required for Grading Permit). 6. 7. Grading plans in plan check PE 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. Right-of-Way Permit required for work in public right-of-way (e.g., driveway approach, sidewalk, connection to water mam, etc). Industrial Waste Permit application required. To be filled out completely and returned to Development Processing. f7\ FEES REQUIRED I I r~1 10. Park-m-Lieu fees required. Quadrant • Fee Per Unit , Total Fee I I HI 11. Traffic impact fee required. /- Fee Per Unit _. - , Total Fee - - --- ' r~~] r~] 12. Bridge and Thoroughfare fee required. Fee Per Unit . Total Fee [V| Q I I I J 13. Public facilities fee required. management fee required. Fee 15. Additional EDU's required I—I I—I Sewer connection fee Sewer permit no. [""] 16. Sewer lateral required Jlfa&v****^) • REMARKS O.K. to issue< 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. CO T30) <B 01 ra CD 00 <Ban r- CN PO U U UQ. Q. Q. a n D a a Plan Check No. PLANNING CHECKLIST Address Type of Project and Use Zone C-Z Setback- Front £>/£. Side Facilities Management Zone School District Use Allowed' YES Rear NO San Dieguito Carlsbad Encmitas San Marcos Discretionary Action Required Environmental Required Landscape Plan Required Comments YES YES YES NO I/ Type Coastal Permit Required Additional Comments YES NO OK TO ISSUJ DATE 2560 ORION WAY CARLSBAD, CA 92008 TELEPHONE (619) 931-2121 A ARCHITECT Citp of CartebaD FIRE DEPARTMENT PLAN CHECK REPORT PAGE 1 OF APPROVED DISAPPROVED PLAN CHECK* /JJ • ^ CT /W NCY KLERI >/Y/l i3A(l /Vi S. ," ,LXA ' ^bS7X\ J/D)^C. * <>,/* 1^ 7-- CONST *\L ED-I7LTENANTIMP - ADDRESS "2 IOO ( ADDRESS ADDRESS ^ / DO ^ TOTAL SO FT 7l -7 "v / 6> STiC- /-J-*" I. Vt/'i//X_ PHONE JS// 0 /(//fl PHONE k?£> STORIES <^>U-e_. APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS 1 2 3 4 . 9 .10 .11 .12 .13 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 ~-El One 2A rated ABC extinguisher for each f extinguisher not to exceed 75 feet of travel D An extinguisher with a minimum rating of 0 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 Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort A sign stating, " This door to remain unlocked during business hours" shall be placed above the mam exit and doors EXIT signs (6" x 3A" letters) shall be placed over all required exits and directional signs located as necessary to clearly indicate the location of exit doors GENERAL Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall comply with Uniform Fire Code Buildmg(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 (c, C .15 Comply with regulations on attached sheet(s) Plan Examiner _ Report mailed to architect Date- . Met with .Attach to Plans ,'•/?/ Environmental ^Health..'Services 5201. Ruff in Rti., Suite C-0564 --San Diego, CA 92123 (619) 565-5173- . NAME &t>jt4 SITE ADDRESS x? / OWNER/BUILDER MAILING ADDRESS GENERAL CONTRACTOR P/U CONTACT PLAN CORRECTION SHEET EST. TYPE £="/ /<f5> OFFICE USE ONLY Intake Date /0-*7~ % 5 Act. Codecs/?/- City/County Code Route Code CT Field PC Staff Plan Check #E CITY CITY PHONE PHONE ZIP PHONE ZIP START DATE (Mo/Yr) PLANS: AKRR<0V€3B/DlSAPPRQyEaJ> PLAN CHECKER ''' "^"'(Signature) DATE RE CHECK FEE REQUIRED : $ | /t) Time V RECHECK APPOINTMENT DATE DHS:EHS-886 (5/88) County of San Diego Department of Health Services •i •"•"" ';"'~. -" a-*i" • '•»*• Environmental Health Services '5201 Ruffin 'Rd~., Suite C-0564 ."„ San Diego,, CA 92123 ;' "(619) 565-5173 EST. NAME .'%// ,. PLAN CORRECTION SHEET X&lEST . TYPE OFFICE USE ONLY Intake Date /> Act. Code-w5r?/_ City/County Code Route Code Field PC Staff Plan Check #E ? .S- SITE ADDRESS _ OWNER/BUILDER CITY ZIP PHONE S* MAILING ADDRESS "7/, ^?/f f/ > GENERAL . C ONTRA.CJOR— - • • - P/U CONTACT CITY (? A - £*» c A - - - - RHONE ^?.-^//t-.. STAR-T.--DATE^ — — = . (Mo/Yr) PHONE • PLANS:-^ APPROVED/DISAPPROVED PLAN CHECKER One)ul DATE (Signature) 'RE CHECK FEE REQUIRED: $ Est. Time RECHECK APPOINTMENT DATE DHS:EHS-886 (5/88) County of San Diego Department of Health Services