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Home My WebLink About1966 OLIVENHAIN RD; ; CB901041; Permit~--· ' . . . - ~--' , BU IL D·_! NG P ERM I 'l' · .. Pe:rmi:t No-r GB901Q,{l 08/02/90_ 08:11 Page_·· 1 of . 1 Job Address: 1966 OLIVENHAIN RD . Permi:b.Type: COMMERCIAL TENANT IMPROVEMENT Paree],. No: . Valuat.ion: 8,789 Construction Type! VN Oc-cupan_cy ·Group: Bi Description: WASH BAY ADDITION Class Code: Str: . \ CllY OF CARLSBAD. . . . Project .. N-o: A90·01144 ·. : · · ... beveiopment No::. · ·· · . ·· •· · - f i: · . S·te ! . ~CJlfl fgCJ'e- 7131 OB/02/90 f)OO.t ·01 02 . . : : · C-.PRMT 173 .. 00 .. . ·. ·-· ' ~ · S'tatu.s: ISS·t,J.E6: °Applied:: .. 6-6/2.2/9 0 Ap;t-/IssueY. -0$/0-2/99 .. vali.dat·ea By; co· · · · . . . . ' :' f, . ~"· . 2075 Las Palmas Dr., Carlsbad CA 92009 (619) 438-1161 -! . -· J .. I' . ,· 1:'-ERMIT APPLICATION Cit~ of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 ,1. PERMIT TYPE A • 0 COMMERCI-AL B • [J INDUSTRIAL TENANT IMPROVEMENT OTENANT IMPROVEMENT C • 0,RESiDENTIAL OAPARTMENT QCONDO QSINGLE -FAMILY 0IIELL1NG ~OOITION/AlTERATIO~: ODUPLEX' ODEMOllTION ORELOCATrON OMOB'!LE HOME .QECECTRICAL OPLUMBING t]MECHANICAL (JPOOL QSPA []RETAINING, IIALL 2·. PROJECT fNF6RMA1ION PLAN CHECK ~O. Address I '!vw ()Utl~ihfflJ FfJ> 1 J./1'115 Building or Sui~o. Nearest Cro~s Streets f'<-1{() S, f:(L £,1;> . . LEGAL DESCRIPTION A_~ No.2. '.""'P~ivi_A1on Name/Nunber rn-, !3-;:> -t;,13 / -t;:> 2_ EST.· VAL_,--..... L~::....,,/-i::.o:_·_-__ ._· __ ·_"---'-- '--' ·PLAN CK 0EP.OSIT _ __,L.!.~;-,--,-----,--'-'-'---- VALiD. 'BY--'.'--""'"",,.-,,,.,.----,-'--i--,'--~-"--=- ·oATE --.,..--;--..;-----..;,,_... ..... __ ~----'- · .... , .. , .. o~v,:; . Vo/,:.£. 'iV w 1 · tl. G··PRMT .~. Unit"No. Phas·e· No. CHECK BELOII ·IF SUBIIITTED: 0·2 Energy Cal cs 02 Structural Cales D 2 Soils Report tJ·1 Addressed, Envelope ASSESSOR IS PARCEL DESCRIPfiON OF I/ORK XJL>sb ;:i. ( (LI\ y l.Jas( _PROP?~ED USE EXiSTING us·E 14a. a C ci't:rn .. BLOG. SQ. FTG. 1/fO # OF STORfES I DAY 'TELEP~ONE 4.. AP.fLICANT _ O CONTRACTOR .O AGENT FOR CONTRACTOR ~NER DA'GENT FOR Ql(NE!1,,. NAME {:)f../ (/e,..J /hi(}) JI((/ Pl ~PIJ,-(,, w' 1) , ADDRESS ~~ Ot:,t YC:lUrJ,1-t,,,<) ~ CITY C'f()£..U:;,,f&'J) . STATE (A. ZIP CODE 9" fy 5. PROPERTY OWNER OWNER NAME . ~ c:::;::; CITY STATE 6. CONTRACTOR NAME CITY STATE STATE LIC. #_· ____ _ ADDRESS ZIP COD~ ADDRESS ZIP COOE LICENSE CLASS -----~ SIGNATURE TITLE DESIGNER JjAME /=" lD 7H' Pc.JSP7'1 /Ni; '.))(!J81i;,Z) ADDRESS DAY T;LEP-~0NE. -'DLESSEE QTENANT · [!AY TEL,EPH0NE, DAY TELEfH9NE CITY· BUSINESS LIC. # ·-----,----- CITY tfE,; G:0,(.) 'l>JT>o STATE C,4-ZIP COOE -DAY _TELEP-tl0NE _STATE L!C. # -·--. - 7. 8. WORKERS' COMPENSATION llorkers' Compensation Declaration: I hereby affirm that I have a certi.ficate of consent to self-insure issued by the-D,irector of Ind~stria·l-Relations·, or a certificate of llorkers• COffl)<!nsation Insurance by an a'*'1itted insurer, or .an exact copy or dupl-icate thereof certif.ied by 'the-Director-of'·the · insurer thereof filed with the Building Inspect-ion Department (Section 3800, La,b. C). -. , . . _ INSURANCE COMPANY Cq//;, St1e.c;a.1 KJ!s!, fl.:;so, POLICY NQ. Self Fune/eel EXP!RA.TION.pATE 6 --:-8<?-'ll., .. , . . -. : Certificate of EXE!f"PtionV I certify that in the performance of the work for which this permi.t is issued;·1 shall not· employ any person in-any manner so as to become subject to the Workers' COffl)<!nsation Laws of California. · · · · SIGNATURE DATE OWNER-BUILDER DECLARATION owner-Builder Declaration: 1 hereby affirm tha·t I am exempt from the Contractor's License Law for ·the_ fol lolling reason: -. . _ . -Ji I as owner of the property or my E!f11Ployi!es with wages as their sole compensation, will do the work and the· s.tructure is not inten,fed or ·offered· for sa:le 'f' (Sec. 7044, Business and Professions Code: The Contractor·•s License Law does not apply .to an owner ,;,f property who builds or improves thereon,., and who .does such work himself or through his own E!f11Ployees, provided that such improvements are not intended-or offered for sale. If, however, th.e bujlding or improvement is sold within one year of c<i<rpleticin, the owner-builder wHl have the burden of proving, that he diq not build or improve for ,the p,irpose of sale.). · ·- -. -0 ·I, as owner of the property, am exclusively contracting with licensed contractors to constr,1,1ct the project (Sec. 7044, Business _and. Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such ,projects w.ith contractor(s) ricensed pursuant to the Co_ntractor•s License Law). - .[] i am exE!f11Pt under Section -------'----'--Business and Professions. Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct,· alter" improve, demo! ish, or, repair any ,structure, prior to its issuance, also requires the appl icaht for such permit to file a signed statement that he -is l i_censed' pursfJant to the ·provision~ of the Contractor's License Law (Chapter 9, coomencin~ wi-th Section 7000 of Division 3 of the Business and Professions-Code) or ·that he is ex~t therefrom,. and the basis for the alleged exE!f11Ption. · Any violation. of s ction 7031.5 by any applicant for a permit subjects -the aP.Pl-icant to a civil penal-ty of not sr:~~;;R;ve 0 ~ [ H . , DATE 6 -2Z-9c::, Is the applicant or future building occupant required to submit a business plan, acutely hazardous·:materia'ls registration form •or ·risk-management-'and _pre.vent-ion program 'under Sections 25505, 25533 or 25534 of the Presley-Tanner -Hazardous Substance Account Act? · · DYES ~o ls the applicant or future building occupant requirecl to obtain a permit from the air pol-lution -control distr.i.ct or air qual i.ty ·management dJstrict? DYES MNo · Js the fac;i l ity to be constructed within 1,000 feetit'f the outer boundary of a school ·site? DYES ~o IF ANY ·OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCllJPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNtESS THE APPt-lC,,~T -HAS MEr OR IS .MEETING THE REQUIRl:MENTS .OF THE OFFICE OF EMERGENCY SERVJCES AND THE AIR POLLUJION aJIITROL DISTRICI. CONSTRUCTION LENDING AGENCY hereby affirm that there is a construction LENDER 'S NAME lending agency for the per for LENDER'S ADDRESS fl " . nee of .the. work for which this.permit is issued (Sec'309,7Ci). c{vil Code).' 10. .APPLICANT'S. SIGNATURE r certify that!_ have r"ead the application and state that the above information is cor·rect •. I ·agree to-c·omply wfth1·all City or,dinances:and ·State laws-.r-elating to building constructi.on. I hereby authorize representatives of the ,City of Carlsbad. to enter Upon the above mentl_oned property f9r inspection purposes. ·1 ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGA'iNST ALL LIABILITIES, J~GMENTS, COSTS AND !,:)!PENSE!; IIHICH MAY ·!N' ANY IIAY ACCRUE AGAINS_T SAID CITY IN ,C()NSEQU~NCE OF THE GRANTING OF THIS PERMIT. . . Expiration. Every permit issuea by the Building 0ffici·al ·under the provisfons of this C9de shall expire 6y \'ilnit~t-ion and. becom~ null and ~o!d _if the building:. or work authorized by such permit is ·not coomenced within 180 days from the date of such permit or ,if the buflding or -wor.k authori-ied by sue~ permit i~ suspended or abandoned at any time after the work is coomenced for a period of 180 days (Section 303(d) Un'i.'fqr.m Bui [ding ·Code). · AP?ROVE'o .. :ar-::, ·:: ::·.-~. ·. ·.,::,_ ,., : ': :': ... / qi\~¢=-·::,·:--.-~::.· ··.·/ ·1 I I I I PERMIT# CB901041 DESCRIPTION: WASH BAY ADDITION TYPE: CTI CITY OF CARLSBAD INSPECTION REQUEST FOR 10/29/90 JOB ADDRESS: 1966 OLIVENHAIN RD APPLICANT: OLIVENHAIN WATER DISTRICT PHONE: CONTRACTOR: PHONE: INSPECTOR AREA PD PLANCK# CB901041 OCC GRP CONSTR. TYPE NEW STR: FL: STE: 619-753-6466 OWNER: OLIVENHAIN MUNICIPAL WATER DIS REMARKS: T2/MH SPECIAL INSTRUCT: Ta' BA PHONE: 7530:;,'il~i\, Jf'J' INSPECTOR ~J-JJL_, TOTAL TIME: CD 19 LVL DESCRIPTION ST Final Structural Final Plumbing ACT COMMENTS d_~~---_______ 1-------29 PL 39 EL Final Electrical 49 ME Final Mechanical ------------------,- -------------------- ***** INSPECTION HISTORY***** DATE 100490 092090 083090 DESCRIPTION Roof/Reroof Grout Ftg/Foundation/Piers ACT INSP AP PD AP PD AP PD COMMENTS FINAL BUILDING INSPECTION RECt=l\_rc-n n rT· ~ 1 1990 -· DEPT: BUILDING ENGINEERING FIRE PLAN CHECK#: r CB9Ql041_ PERMIT#: CB901041 . PROJECT NAME: WASH BAY ADDITION ADDRESS: ,1966 OLIVENH~IN RD CONTACT PERSON/PHONE#: T2/MH . SEWER DIST: WATER DIST: PLANNING U/M WATER DATE: 10/29/90 PERMIT TYPE: CTI INSPECTED .BY : . . Q I i\aJL.e.L-DATE INSPECTED: ,Id-:\ lg I jO APPROVED Y-DISAPPROVED INSPECTED BY: INSPECTED BY: COMMENTS: DATE INSPECTED: DATE INSPECTED: APPROVED DISAPPROVED ·' APPROVED DISAPPROVED DATE: 7/24/90 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN I>lEGO, CA 92 I 23 (619) 560-1468 ~ APELICAWT JURISDICTION: Cr{/3 0~ Q..atLshod .. ---~ISDICTI~ L.J PLAN CHECKER QFILE COPY CfO-IO~ I PLAN CHECK NO: 1[ t\UPS C,DESIGNER 'SET: D II D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building_codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified o O dbe. :e<?::morks 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. 0 The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D D The applicant's copy of the check list is ~nclosed for the jurisdiction to return to the applicant cont~ct person. The applicant's copy of the check l.ist has been sent to: II Esgil staff did not advise the app~icant contact person that plan check has been completed. O Esgil staff did advise applicant that the plan check has been completed. Person contacted: ---------~------ Date contacted:_-,-------'--,--Telephone# _______ _ • REMARKS:-=~ o~~i,p~rc~~~· ~~~II :shtb~ 6boct2 o ~ ~ ~at ~~~110 ~jn, -:fh ·¾1-~ t:>~ X Gi 0 On e;ac. tl-sf rle o ~ -t l-zq; U2Q \\ ( as 1'"'/t rn.. ) . ( ~ Loua;.s o~~/e11 +~!='4:'.X 9\3 on one-side o21bizu2oll ~'=2 ~a+ oc4 c.;p~o6k) By:·.Seb:clf O .A :Z.r?e!a , .. Enclosures: __ ·~--------- ESGILc::eORPORATION 0GA DAA Dvw 0DM . -~ ESGIL CORPORATION 93Z0 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 {619) 560-1468 DATE: ·7 /os/C/O I I q~~=~i~~g;I6if:::::::, r·~1 !\"i) I\ d JURISDICTION: \.--11 ,-u o't\' .. Cm--\ •r,J::?(J,, jPLAN CHECKER QFILE COPY QUPS r:DESIGNER . C PLAN CHECK NO: 90-!Od I SET: I PROJECT ADDRESS: \9C?G 0\f\1cn\\r.·7, 12cJ, ;,__, . I ~ 0 l l \,.I" PROJECT NAME.: J . .s '"\. \ -~-o_ u A ni:::\ 0 \ ·1 ·, t=.1 n _. • D D ·o The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the juiisdiction's building codes when minor deficien- cies identified-------------are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies . identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. - D The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check;list is enclosed for the jurisdiction to return to the applicant d6ntact person. The applicant's copy of the check list has been sent to: ::-... \ 9 (-.; C (!.(!. · 3000 -Esgil staff did not advise the applicant contact person that plan check has been completed~. O Esgil staff did advise applicant.that the plan check has been completed. Person contacted: --------------,--- Date contacted: Telephone# ------~----------- -REMARKS: C'~11,, <f.\·,n\\ n,;-~ /'Sn~\~ .. \ .. \.--~~.-_r· ,-:-, \ .i L. <:. ,:-'1 ~---r ·· "'r ,....... ;,~. r') . { , ~_. \ .--., .'-,F"'• 1''":· { ~~~~~~~~-~1,~,r.~£~\~a.:._ ___ Enclosures: __________ _ ~GA DAA Qvw OoM C'J.(.._ PLAN CHECK NO. _ _.J.q.).!o_-_1u...a"-d:;LJ....1 ___ _ JURISDICTION: ......!C~~ t!.J;,u~o~&r,:... . ....::.~ ...... ·.~a~t l~e....,b"'"'o""'--'-r-i,___ __ C 1 PROJEc:r DATA --· · OCCOPANGY: BUILDING USE: ---1 [.-<, ~-1 I,,.,,'. I /J?rrs b Bou c--- •·-. ,,.. { -, r \ -~-J'-T ._. ----X. 'E>·1:J I -I r;a e /::.a tJ r p,oor/i , ' I TYPE OF CONSTRUC'IION:, ___ _.V<-J.;>W...._ ______ _ ACIUAL ARF.A:, __ 4 ....... .,.,6,._·=0___..o'"""o,.__ r..____._T _____ _ ALLCNABLE ARF.A= aooo sia tr: SIO~: Q rt CZ l"'::1..1 BEIGHr: __ -'-~"-----------------"'- SPRINKLERS:_-'-W=o __________ _ OCCOPAN'I LOAD:,_.......::2,=------------- REMARKS: ____ __. _______________ _ Date plans received by jurisdiction:_x~~/.'-"-'/?~.-;''-'---- Date plans received by Esgil Corp. : ~/? 5 Date initial plan check completed: ?/45/90 By: ,<-;,,...t{ f e2 -A ~l.X?: / a Applicant contact person: Tel. ____________________ _ Plan check is contained in Plumbing Code, limited to technical requirements the Uniform Building Code, Uniform Uniform Mechanical Code, National Electrical code and state laws regulating energy Present California law mandates that construction comply with Title 24 and the applicable model code editions adopted, with or without changes, by the yarious state agencies authorized to propose building regulations for enforcement at the local level. Code sections cited are based on the 1988 UBC. The circled items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance wi;:Jl the cited codes and regulations. Per Sec. 303 (c), 1988 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. i.e. I enclose revised plans. ---------NO'.tE: PAGE Nll1BERS ARE HOr Ilf ~ AS PAGES HAVING NO InMS HEEDiliG CORRECTIONS WERE DELETID. List No. SO, GENERAL COMMERCIAL, WITIIOUT ENERGY OR LOCAL ORDINANCE OR POLICY SUPPLEMENTS (1988 UBC 3;4; C/1 10 I~ Jc/ Cl /"id {-JC r.:JCLC:>~ f-Jr;_,_,,,t:-8~o IC/t. :1"7-1-03'4 , .___ _______ ..:..__--- A. 0 0 B. I /· 0 I I 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) 560-1468. Please ma,ke 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 j~~isdiction, to: . r . The jurisdiction I s buifd.ing 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 ~itle 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. Show on the Title Sheet all buildings, structures, walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit-application filed should be clearly identified as "not included" on the site plan or Title Sheet. Provide a Building Code Data Legend on the Title Sheet. Include the following code , information for each building proposed: -Oecupancy-Greup- Deser-i1>t;.ion-·of:.....Use .Iype-of-eonst-ruet:ion · sprirucier-s1--Y-~M-r;o- Sto-r-i-es- ·Height:- F'loor-Ar-ea.-- ;Justifi:catioirto-exceed-a:Uowabie--are.t·irr-Tab-1:e- ·S.G.-~-(-i.f~ appHcable-}- Justif:icat-ion~to-.. exceed-.al:-lowable--heiight--oY! -stories·· in-Table-5-D-,-E-if·-appHeabl~ 2/15/90 I I B I-· I· c. I· 1· I· f· I· Provide a note with the building data legend stating that yards used for area increases shall be permanently maintained." Indicate on the Title Sheet whether or not a grading permit is required for this project. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1988 UBC, UMC and UPC and 1987 NEC. 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 Tables 9-A and 9-B • Specify the uses of all rooms or areas. 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: 11All property lines, easements and buildings, both existing and proposed, are shown on this site plan11 • 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 dimensiqn building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan. 2 I· r· I· r· f l f· G. f· 6/· f· 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/ceiling 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 43- A, B, C or U.L. Directory, etc. (Note: Trusses require two layers of 5/8 inch Type 'X' drywall, per Item 21-1.1 in Table 43-C.) Parapets of area separation walls shall have noncombustible faces for the uppermost 18 inches, including counterflashing and coping materials. Section 505 ~ee the attached article, 11Area 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 pla$tic pipe may penetrate the area separation wall11 • Section 4304 (e). BUILDING m:I<m/Sl'ORIES Ciearly 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. 2/14/90 I· I· l H. I- I· f· 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 tjlat shown in Table 5-D if the building is sprinklered throughout and the sprinkler system is not otjlerwise 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. FIRE-RESISTIVE CONS'.[RUC'ITOH Where one-hour fire-resistive construction is required, an approved automatic sprinkler system, when pot 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. 1 t , 1 1 Qc:;,.;-c,ar:c.~~ ":?C:?, UJO~l \ t)<~"·'"~UL::(~;.G:ft, ... r:CllJ ~. Provide detail~ of the one-hour fire-resistive,.,~ ... + construction. Include roof/ceiling"-::..:~: assemblies, floor/ceiling assemblies, wall 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 I.C.B.O. number or other approval for horizontal fire assembly using trusses. Item 21-1.1 in Table 43-C requires 2 layers of 5/811 Type X gypsum wallboard at the bottom chords of trusses. Section 4303 (b) 8. Detail how fire-resistive wall and ceiling protection will be maintained at all duct penetrations such as at bathroom and kitchen hood fans, laundry room fans and dryer vents. Also detail recessed light fixtures. Show duct openings in ceilings, regardless of size, have approved ceiling fire dampers. Section 4303 (b) 6. 5 7/· I· I· I. r· 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- resistive wall construction or within fire- resistive shafts. Section 1706 (a). Clearly identify location and hourly fire- resistive rating .of vertical shafts on the plans. Provide construction details showing location of fire·· d_!3lllPers 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 mini.mum, 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 individualiy fire protected. (Section 4303 (b) 6.) Detail required protection. 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, -,--,------£~re rated beams. Clearly specify mini.mum 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 enclosurea, along with their hourly ratings. Section 302 (a). IN'IERIOR WALL AND CEII.J1tG FINISH Foam plastics shall not be used as interior finish except as provided in Section 1712. 2/14/90 I· r· ,. J. ® I· 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. lliµlgers 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 than 1/4 inch thick shall be applied directly against a noncombustible backing unless it is in accordance with an approved tested assembly. Section 4203, 4. 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.11 OCCUPANCY SEPARATION A _l_-hour occupancy separation is required between "8-I occupancy and the J2::2.._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 25 percent of the floor area of the major use and not related to an H-2 or H-3 occupancy. Section 503 (a). Provide ___ -hour fire-resistive door assemblies in the -,--=-,--hour occupancy separation. Section 503 (c). 6 I· r· I· f· f· r· J'· t· A B-1 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: a. B-1 is Type I construction. b. B-1/B-2 is separated by a three-hour occupancy separation. c. B-1 is restricted to passenger vehicle storage, entry lobbies, laundry rooms and mechanical equipment rooms (no storage, recreation room, etc.). d. The maximum building height does not ~ceed 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. 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 separation shall be protected assembly, and openings may percent of the length of wall no single opening shall exceed Section 503 (c).-- fire-resistive by a three-hour not exceed 25 in the story and 120 sq. ft. 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). 2/14/90 t',:'\ ~ r· t· K. fs. 1/6· 'I- r· A one-hour fire-resistive separation shall be not less than one-hour fire-resisti\'e construction. Gpening-s-sbal 1 be-protected-by- .a..one::houJ;-assemb,l,y,. Section 503 ( c) • Occupancy separation wall penetrations must be either ferrous or copper and fire-stopped. Steel electrical outlet_boxes shall not exceed sixteen square inches and further, shall not exceed one hundred square inches per one hundred square feet of wall, may be installed and shall be separated by a horizontal distance of twenty-four inches when on opposite sides of a wall. Section 4304 (e). 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, o_f 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). 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. Rooms with more than 10 occupants may have .Qlli! exit through one adjoining room. Revise exits to comply. Section 3303(e). Exits should have a minimum separation of one- half the maximum overall diagonal dimension of the building or area served. Section 3303 (c). 7 11· 1/· The maxi.mum 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 mini.mum width of the yard or court shall be 4411 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 minin!um 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). Total width of exits in feet shall be not less than total occupant load served divided by 50. rributary 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 b~ .. increased 100 feet if last 150 feet is in a corridor. _-.. . . Section 3303 (d) (See exceptio~s). 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--------- 2/14/90 {~ L-<:p.(.~pn~c:n·I floo.--;.,_ :;-oo~ ~ Exit doors should be openable from the inside '-:J 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).] I /2. Exit doors from assembly rooms with SO 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. When additional doors are provided for egress p_µrposes, they _ shall conform to the width, swing and hardware provisions in Chapter 33. Section 3304(1). 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 (f) and (g). 12{;·Toe net dimension (clear width) at doorways / should be used in determining exit widths required by Section 3303 (b). Section 3304 (f). In consideration of door thicknesses, panic hardware, door swing, etc., the required exit widths have not been furnished. See door ,;:;:,... Regardless of occupant load, a floor or \':(:,:;/ landing not more than 1 inch (1/2-inch if disabled access is required) below the threshold is ~equired on each side of an exit door. Section 3304 (i). f· When a door landing serves an occupant load of SO or more, doors in any position shall not reduce the landing dimension to less than one half its required width. Section 3304 (j). Door landings shall have a length measured in the direction of travel of not less than 44 inches. Section 3304 (j). 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 (h). 8 Glass in excess of 9 sq. ft. with the lowest edge less the 18 inches above a walking surface shall be safety glazing or shall have a horizontal member not less than 1-1/2 inches in width and located between 24 and 36 inches above the walking surface. Section 5406 (d) 7. Q. ROOF 18b. A Class -;;· 32-A. roof covering is required. Table f· Specify roof pitch. 1J.. Roof pitch is not adequate for roof covering 7-specified. Specify minimum pitch of ____ _ 1rA. Specify roof material and application. Chapter 7--32. f· f· Specify ICBO, UL or other recognized listing approval number for roof materi,als not covered in UBC, e.g., tile, etc. Specify minimum 1/4 inch per foot roof slope for drainage or design to support accumulated water. Section 3207 (a) and Section 2305 (f). ,/6. Show roof drains and overflows. Size drains r• per Appendix D of UPC. Section 3207 (a). ,sh. Show the legal basis to allow roof drainage to 7· flow onto the adjacent property. 1"· B-2 and B-4 occupancies with over 50,000 sq. ;~ ft. of undivided area and H-1,2,3,4 or 5 /1. occupancies over 15,000 sq. ft. of single floor area shall have smoke and heat vents p~r Section 3206. Plastic skylights must be separated from each other by at least 4 feet. Section 5207 (a) 6. Plastic skylights shall not be installed within that portion of a roof located within a distance to property line where openings in exterior walls are prohibited or required to be protected. Section 5207 (a) 7. Provide skylight details to ·show compliance with Chapter 34 and ·section 5207 or provide ICBO or other recognized approval listing. 1rh. Provide plastic-roof panel details to show 7-compliance with Section 5206 or provide ICBO or other re~ognized approval listing. C\ Show attic ventilation. Minimum vent area is v::.J 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). 2/14/90 ~ Provide a minimum 2211 x 3011 attic access ~ opening ( or 3011 X 3011 if equipment is in attic). Section 3205 (c). R. 0· r· 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 e·xterior wall on at least one side, or when openings are provided on only one side and the opposite side is more than 75 feet away. 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 24,000 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 rooms used by the occupants for the consumption of alcoholic beverage_s when the total area of unseparated rooms exceeds 5000 square feet. For uses to be considered as separated, a one-hour occupancy separation is required. Section 3802 (c). Provide fire sprinklers _________ _ Section 506, 507, 508 or 3802. jurisdiction ordinance. See also Note on the plans: "When serving more than 100 sprinkler heads, automatic sprinkler systems shall be supervised by an approved cent:al, 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. 12 s. 2/· 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. FOUNDATION Provide a copy of the project soil report prepared 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. Section 2905(c). Provide a letter from the soils engineer confirming that the foundation plan, grading pla,n and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans. (When required by the soil report). · The foundation plan does not comply with the following soil report recommendation(s) for this project _______________ _ 2J. Provide notes on the fo~dation plan listing 7~ ·the soils report recommendations for foundation slab and building pad preparation. r· The soils engineer recommended that he/she review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: 1. The building pad was prepared in accordance with.the soils report, 2. The utility trenches have been properly backfilled and compacted, and 3. The foundation excavations comply with the intent of the soils report". - 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. Chapter Show height of retained earth on all foundation walls. Chapter 23. 2/14/90 2"JA. Show distance from foundation to edge of cut 7-or fill slopes and show slope and heights of cuts and fills. Chapter 29. (,?,";:\Note on the plans that wood shall be 6 inches '\:.:7 above finish grade. Section 2907(a). ~ Note on plans that surface water will drain ~ away from building and show drainage pattern and key elevations. Section 2905 (f). f· Dimension foundations per Table 29-A. Floors Thickness of ·Suppot'ted~' Stemwall Width Depth Footing 1 611 1211 ~II 611· 2 811 1511 1811 711 3 1011 1811 2411 811 *Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. For buildings adjacent to slopes steeper than 3:1, note· on the plans: 110n 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 290.7 (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). Show size, embedment and location of hold down anchors on foundation plan. Section 2303(b) 4. ~ Note on the plans that hold down anchors must '-.:7be tied in place prior to foundation inspection. Show adequate footings under all bearing walls and shear walls. Section 2907 (b). 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, undisturbed soil. spacing and Table 29-A. depth into 13 f· f· r· 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 are not parallel. Section 2517 (h) 4. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517(h)5. ~ Show 1/2" mini.mum clearance between top. plate CJ of interior partitions and ~ottom chord of trusses. (To ensure loading will be as designed). 2J. Show or note fire stops at the following / locations per Section 2516 (f): · I I I· I· 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, chi.nlneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. In buildings having .floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceiling and· floor .above so that no concealed space exceeds 1,000 s.f. and no horizontal dimension exceeds ·60 · L.F. (if space has sprinklers, then 3,000 s.f. and 100 L.F.). Section 2516(f). 2J. In buildings having floors and roofs of wood 7-frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceiling and roof above so that no concealed space exceeds 3,000 s.f. and no horizontal dimension exceeds 60 L.F. (if space has sprirµclers, then 9,000 s.f. and 100 L.F.). Section 2516(f). Q Show double top plate with minimum 4811 lap V splice. Section 2517 (g) 2. C\ Show nailing will be in compliance with Table v 25-Q. 2/14/90 l£si\ Show stud size and spacing. Maximum allowable V stud heights; bearing wall: 2 x 4 and 2 x 6 max. 10 1 ; non-bearing: 2 x 4 max. 14 1 , 2 x 6 max. 20'. Table 25-R-3. f 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 2505. Detail all post to beam and post to footing connections and reference the detail to the plan. Section 2516 (m). ~ DQtail shear transfer connections, including \:.7 roof and floor diaphragms, to shear walls. Section 2513. 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 4714 (d). 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 (d). Provide framing sections through Section 302 (d). Specify all header sizes for opening over 41 wide. Section 2517 (g) 5. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 ( d) • Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (a) 7. 24. In Seismic Zones 3 and 41 the allowable shear ,-values for drywall in Table 47-I must be reduced 50% for earthquake loading. This does not apply to wind loading. 15 1J.. Show on the plans all structural requirements 7· developed in the structural calculations. zf· 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) 4. Individual concrete or masonry piers shali 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-S-1. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). If foundation cripple wall studs are less than 1411 , framing shall be solid blocking or the cripple studs sheathed with plywood. Section 2517 (g) 4. 21.J. Cripple wall studs exceeding 4 feet in height / shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. t:::\ 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). v. 2f. Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. In open beam c~nstruction, provide strap ties across the beams at the ridge support. Section 2501 (b). MISCELLA.NEOOS Parking garages shall have an unobstructed headroom clearance of not less than 71-011 above the finish floor to any ceiling, beam, pipe or similar construct1.on. Section 702 (b). Provide details of restrooms to show compliance with Section 510 (b), regarding floors, walls and showers. If both sexes will be employed and the number of employees exceeds four, provide separate toilet facilities for men and women. If 11both sexes will be employed and the total number of employees will not exceed four", and only one restroom is provided, note the words i~ quotation above o~ the floor plan. Section 705 3/28/90 i Show unenclosed floor and roof openings, open and glazed sides of landings and ramps, balconies or porches more than 3011 above grade or floor, and roofs used. for other than service to the building have 42 11 minimum height guardrail, through which a 611 sphere cannot pass, and designed for 20 lbs. per lin. ft. applied horizontally at top rail (50 lbs. for exit facilities serving more than 50). Section 1711. Table 23-B. 27J. Provide platform and stage construction, T' including occupancy separations and roof · vents., as per Chapter 39. 2~. Provide at least one drinking fountain for /~ each floor level in Group A occupancies. w. Section 605. Show that aisles and seats comply with Sections 3315 and 3316. Build;ngs 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. Pedestrian walkway shall comply with Section 509. Lateral bracing for suspended ceiling must be provided. (UBC Table 23-P) Where ceiling is not supporting interior partitions, ceiling bracing shall be provided by four No. 12 gauge wires secured to the main runner within 2 inches of the cross runner intersection and splayed 90 degrees from each other at an angle not exceeding 45 degrees from the plane of the ceiling. A strut (adequate to resist the vertical component from lateral loads) fastened to the main runner shall be extended to and fastened to the structural members of the roof or floor above. These horizontal restraint points shall be placed 12 feet o.c. in both'directions with the first point within 6 feet of each wall. Attachment of restraint wires to the structure above shall be adequate for the load imposed. UBC Standard 47-18. Tr.ILE 24 HANDICAPPED ACCESS ~ Provide note and details \::.::;l compliance with the Access Check List. requirements may be more UBC. on the plans to show enclosed Handicapped Handicapped access restrictive than the 16 x. 215. Y. ENERGY C:OHSERVATIOH Provide mechanical plans, plan details, calc~lations 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". ADDITIONAL ~ Please see additional corrections, or remarks, i..::;;;; on the following page. ~ To speed up the recheck process, note on this 'O list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. ~ Please indicate here·if any changes have been V made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describle them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please check. _____ Yes _____ No NOTE: The following provisions are contained in Title 24, Part 2, California Building Code, as adopted and enforced by the State Fire Marshall. They are provided here as a courtesy to assist designers in developing the project documents. All applicable provisions may not necessarily be included. Please direct any questions regarding interpretations of these provisions to the local Fire Department. s/1· Walls of corridors and exterior exit balconies in Groups A,E,I,R-1 and"C Occupancies having an occupant load of more than six persons and in all other occupancies having an occupant load of 30 or more shall be not less than one-hour fire-resistive construction. Section 3305(g)l. 3/28/90 f· s/3· t· s/8· Where exit signs are required by Section 3314(a), approved and listed internally, externally or self-illuminated low-level exit signs complying with Section 3314 shall be required. The bottom of the sign shall be not less than 6 inches nor more than 8 inches above the floor level. For exit way doors, the sign shall be on the door with the closest edge of the sign with 4 inches of the door frame or adjacent to the door. Such signs shall be of a type which is perceptible to the sense of touch. Section 3314(e). Where exit signs are required by Section 3314(a), all exit corridors shall be provided with continuous low-level exit path marking. Approved and listed internally or self- illuminated marking shall be installed at floor level or no higher than 8 inches above the floor level. Such marking shall be of a type which is perceptible to the sense of touch. Section 3314(f). Area separation walls shall not be considered to create separate buildings for the purpose of automatic fire-sprinkler system requirements as set forth in Chapter 38. Section SOS(e)6. EXCEP'IIOH: Buildings separated by continuous area separation walls of four-hour fire- resistive construction without openings. Buildings required to have automatic fire- sprinkler protection as set forth in Section 13113 of the Health and Safety Code (homes for children or the aged) are prohibited from using area separation walls in lieu of automatic fire-sprinkler protection. In educational occupancies, storage and janitor closets shall be of one-hour fire- resistive construction with openings protected by assemblies having at least a three-fourths- hour fire-resistive rating. Section 802(c). Section 1807 should be reviewed for all high- rise buildings. '.!lle exception in Section 3318 of the UBC has been revised so as to allow the omission of panic hardware at the main exit in churches (by using signage), only when the occupant load of the church is less than 300. If emergency warning systems are required, they shall activate a means of warning the hearing impaired. Flashing visual warnings shall have a frequency of not more than 60 flashes per minute. Section 7204. 17 The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact---,------------ W4,~f'o A-i-c2ada at Esgil Corporation. Thank you. Enclosures: 1. 2. 3. 3/28/90 . I :t::_ Cl\.? ~ \2 ("\A ,0.+ e 00 n-t....-) ........,. 0 18 TITLE. 24 MANDATORY REQUIREMEN'l'S (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 8·5°F. Two o.r more reolaceable fixed set-point devices shall be permitted if installed so as to maintain space temperature set points in the ~one 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 78°F or more. EXCEPTION: Multiple zone HVAC sytems requiring concurrent operation of independent heating and cooling systems need.Jlot comply with Section 2-5315(a) 4, 2-5315 (..-a)·S, and 2-5315(a)6. (b) Zoning. Each zone shall be provided with at least one of the devices spe·cif ied in subsection (a) to control the HVAC syste~ 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 automat1c or readily accessible manually operated dampers in al 1 opening.s 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, ttreadily accessiblett 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 reaaily 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, orthat 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 build~r 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. Th~ instructions shall be con- sistent with specifications set forth by the Executive Director. Water Heater!? 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. TITLE 24 HANDICAPPED ACCESS CORRECTION LIST Jurisdiction C!, fty o ~ Go.,.)e,beid 0 Plan Check No. qo -1oct I References to section numbers with prefix 11211 are to Title 24, California Code of Regulations, Part 2 (California Building Code). Prefix 11311 is for Part 3 (California Electrical Code). Prefix 11511 is for Part 5 {California Plumbing Code). Exemptions claimed for any item shall be requested in writing and shall include all data needed to determine "unreasonable hardship11 as described in Section 2-422. SITE DEVELOPMENT / HANDICAPPED PARKING SPACES a. Provide-:-:-_____ handi:capped spaces. 2-7102{b) b. Space shall be so located that handicapped persons are not compelled to wheel or walk behind parked cars other than his/her own. 2-7102{c) c. Parking space shall be a minimum of 9 ft.xl8 ft. with adjacent marked s·ft. loading zone. · Double space shall be 23 ft. wide. Where a single space is provided, the loading/unloading zone shall be on the passenger side of the vehicle. 2-7102(c). d. Maximum slope of parking surface in any direction shall not exceed 1/411 per foot. 2-7102(e). e. Parking space(s) shall be identified with the International Symbol of Accessibility on reflectorized sign affixed to post or wall, and also duplicated on parking surface (symbol to be 3611x3611 and painted at the back of the parking stall). 2-7102(f) f. Entrance to parking area ( or at each stall) shall have a sign stating that unauthorized vehicle(s) parking in handicapped space(s) may be subject to tow-away. 2~71Q2(f) g. Entrance to and vertical ·clearance within accessible .level of parking structure.shall be 8 ft. 2 in. to a,ny structural member, duct or pipe. 2-7102{g) / CURB RAMPS a. Curb ramps shall be located wherever pedestrian path crosses curb. (2- 7103(a)) b. Curb ramp shall be 4811 min. width (2- 7103{b)) with maximum slope of l in 12. 2-7103(d) c. A level 4811 min. depth landing is required at top of curb ramps over entire curb ramp width. 2-7103(d) d. If no landing is provided, the slope of flared sides shall not exceed 1 in 12. 2-7103(d) e. Surface is to be slip contrasting finish sidewalk. 2-7103{f) resistant and a from adjacent f. Border markings shall be 1211 wide of • l/411xl/411 grt>oves, 3/411 apart, located at top and sides. 2-7103(h) I WALKS a. Site development and grading shall be designed to provide access to primary entrances and access to normal paths of tr~vel and where necessary to provide access shall incorporate pedestrian ramps, curb ramps, etc. 2-710l(a) b. Walks sloping greater than 5% (l in 20) must comply with ramp requirements of Sec. 2-3307. 2-3325(c) c. Walk width shall be 4811 minimum, and shall have slip-resistant surfaces. 2-3325(a) d. The maximum cross slope shall not exceed 1/411 per foot. 2-3325(a)3 e. Gratings are not allowed whenever possible. ·2-3325(b) f. At each gate or door a 6011x6011 level area is required when the gate swings toward the walk. 2-3325(e) g. A 4811x44" deep level area is required when the gate swings away from the walk. 2-3325(e) h. A 2411 clear space is required at strike side of gate or door. 2-3325(e) -I· PEDESTRIAN RAMPS a. A path of travel with a slope greater than l in 20 shall be considered a ramp. 2-3307(a) b. The maximum slope shall be 1 in 12. 2-3307(c.l) c. The width shall be 4811 minllllUID. A minimum width of 6011 is required where a ramp serves as a primary entrance to buildings having an occupant load of 300 or more. Group R Occupancies may be 3611 when the occupant load is 50 or less. 2- 3307(b.l) I I d. The surface of ramps resistant. 2-3307{g) shall be slip- e. A 6011 intermediate landing is required at maximum elevation change of 3011 and 7211 landing at each change of direction (over 30 degrees), 2-3307(d.1) f. Landings are required at top and bottom of ramps. 2-3307(d.1) g. Bottom landing shall be minimum of 7211 in the direction of travel. Fig. 2-33- llA h. Top landing shall be 6011 x 6011 minimum. 2-3307{d.1) i. When· door swings onto top landing, minimum depth of landing required is door width plus 4211 • 2-3307(d.1.) j. Top landing shall have 6011 min. width when door swings onto the landing, with. 2411 on strike side of door at exterior ramp, or 1811 at interior ramp. 2-3307{d.1) · k. Ramp handrails are required on each side of ramp, when slope exceeds 1 in 15. 2- 3307(e.1) 1. Ramp handrails shall be continuous, located 3011-3411 in height above ramp surface, with 1211 extensions beyond top and bottom, and the ends returned. 2-3307(e.1) m. Handrails shall be 1-1/4" to 211 cross section, spaced minimum of 1-1/211 from wall. 2-3307(e.1) n. A 211 high curb or wheel _guide rail centered 311 ± 111 above ramp surface is required on both sides where not otherwise bounded by walls when the ramp exce·eds 10 feet in length. 2-33?7(h.l,.) SPECIAL ACCESS LIFTS a. Lifts may be provided between levels, in lieu of -~levator, .. wben the vertical distance between landings, structural elevator, structural design and safeguards are as allowed by the State of California, Department of Industrial Relations, Division of Occupational Safety and Health. 2-5107{a) . b. The lift platform shall be of sufficient size to accoIIDDodate a wheelchair {3011x4811 ). 2-5107(a) c. There shall be a level and clear floor area or landing {6011x6011 ) at each ievel for access to the lift. 2-5107(a) HAZARDS a. Provide 8011 headroom from walkway surface to any overhanging obstruction. 2-3326(b) b. Headroom of maintained for etc. 2-522(f) 8011 minimum shal 1 be walks, corridors, aisles, c. Protruding objects with leading edges between 27 11 and 8011 above finished floor shall not protrude more than 411 into walks, corridors, etc. 2-522(f) d. Free standing objects mounted on posts between 27 11 and 8011 above the floor may project a maximum of 1211 • 2-522(f) e. Abrupt changes in level exceeding 411 adjacent to walks, except between walks and adjacent streets or drives, shall be identified by 611 high warning curbs above • walk surface~ 2-3326(a) ENTRANCES AHO CIRCOLATIOff G ENTRANCES, DOORS, VESTIBULES M'D CORRIDORS I }· All primary entrances to buildings shall be accessible to the handicapped. 2-330l(f) All required passage doors shall have 3211 clear opening at 90 degrees {3611 door~. 2-3304{£) I. At least one -of a pair of doors shall 1· meet the minimum 3211 clear entrance width requirement. 2-3304{£) @Threshold shall be no higher than 1/211 above the floor. Edge to be beveled with a slope no greater than l in 2, if more than 1/411 • 3304{i.l) /:'I Exterior level landing may slope up to V 1/411 per . foot in any direction for surface drainage. 2-413 /7'\ Door hardware shall be of the lever or '-.../ push type, mounted 3011 to 4411 above the floor and be operable with a maximum effort of 8.5 lbs. for exterior doors and 5 lbs. for interior doors. 2-3304{c), 2- 3304{i.2) ~The lower 1011 of the door shall be of \....:../smooth, plane surface (no recess or trap) except at automatic ~d sliding doors. 2-3304(i.3) I· I I Building entrance(s) shall be identified by sign with the International Symbol of Accessibility. Show location on plan. The symbol shall be a white figure on blue background. 2-5?2(b) At turnstile, provide an access gate, 3211 clear width opening, within 30 feet of turnstile. 2-3304(i.4) There shall be a clear area on each side of door, 6011 deep in direction of door swing and 4411 deep in opposite direction of door swing. 2-3304( i. 1) I BATHING FACILITIES a. One such facility shall comply when provided for the public, clients or employees. 2-511.l(a) b. Shower compartment shall be 4211 wide, 4811 deep, with a 3611 wide entrance. 2-511.l{a) c. Show on the plans that the handicapped bathing facilities shall conform to requirements of Sec. 2-511a-9, 5-1505 and 5-1506, i.e., folding seat, flexible shower hose, etc. ,. ~-. · GENERAL REQUlREMENIS l DRINKING FOUNTAIN a. Drinking fountains shall be within alcoves. The alcove shall be not less than 3211 wide by 1811 deep. 2-511.l(c) l b. When the enforcing agency determines that it would create an unreasonable hardship to locate the water fountain in an alcove, the water fountain may project into the path of travel, and the path of travel shall be identifiable to the blind as follows: (1.) The surface of the path of travel at the water fountain shall be textured so that it is clearly identifiable by a blind person using a cane. The minimum textured area shall extend from the wall supporting the water fountain to 1 foot beyond the front edge of ·the water fountain and shall extend 1 foot beyond each.side of the water fountain,. or (2.) Wing walls shall be provided on each side of the water fountain. The wing walls shall project out from the supporting wall at least as far as the water fountain to within 6 inches of the surface of the path of travel. Also, there shall be a. minimum of 32 inches cl~ between the wing walls. c. Note on the plans that drinking fountain shall conform to requirements of Sec. 2-5llc and 5-1507. PUBLIC TELEPHONE a. Provide space 3011 x 4811 for forward or parallel approach to· telephone. 2-511.l(d) · b. Note on the plans that public telephone shall conform to requirements of Sec. 2-511.l{d). @ELECTRICAL REQUIREMENTS (i} 15, 20 and 30 amp receptacle outlets shall be installed not less than 1211 above floor. 3-210-50{e) Center of switches shall be located not less than 3611 nor more than 4811 above the floor. 3-380-S(c) I· ,. I· PLUMBING REQUIREMENTS a. Where kitchenettes are provided at employee break rooms, conference areas, customer lounges, etc., the faucet controls at kitchen sinks shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist (i.e., use lever- operated, push-type, etc.). If self- closing valves are used, they shall remain open for at least 10 seconds. 5-1508 GROUP A OCCUPANCY REQUlREMENIS AUDITORIUMS, ASSEMBLY HALLS, THEATRES, ETC. a. Seating and toilet facilities for the handicapped shall be accessible from the main lobby or primary entrance. 2-61l(b) b. This structure requires---,---,----wheelchair seating spaces. In theaters and auditoriums, the seating shall be provided in a variety of locations so as to provided a choice of admission prices. 2-61l(b) c. Each wheelchair space shall be 6011 x 3011 and level. 2-611{b) d. When the seating capacity exceeds 300, the wheelchair spaces shall be in more than one location. 2-611(b) e. This structure requires------,---seats for semi-ambulant persons. Clear leg space shall be at least 24". 2-61l(b) f. Stages, enclosed and unenclosed platforms, orchestra pits, ticket booths, and refreshment sales facilities shall be made accessible. 2-611(b) STADIUMS, GRANDSTANDS, BLEACHERS, PAVILIONS, GYMNASIUMS a. This structure requires -----,----wheelchair seating spaces. In theaters and auditoriums, the seating shall be provided in a variety of locations so as to provided a choice of admission prices. 2-6ll(c) b. When the seating capacity exceeds 300, the wheelchair spaces shall be in more than one location. 2-611(c) c. Ticket booths must 'be accessible from both sides. 2-61l(c) d. Participation areas such as ball courts, exercise rooms, tracks, and clubrooms must be accessible. 2-61l{c) e. Spectator and participant sanitary and locker facilities must conform to the requirements of Chapter 2-5. 2-6ll(c) ,. Dates ?Jo~Jqo _Prepared bys s?o/ Jurisdiction C.rtv e, ~ ~Q rl--sbor.\ Q VALUATION AND PLAN CHECK FEE PLAN CHECK NO. 90-104 l BUILDING ADDRESS 19GG QI f,20::i-1 bofn Pd. o Bldg. Dept. a Esgil APPLICANT/CONTACT -PHONE NO. ______ _ BUILDING OCCUPANCY 'B -l ----------TYPE OF CONSTRUCTION \) t-f DESIGNER PHONE ~ CONTRACTOR PHO-NE __ \_G __ _ -------- BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER I 9?n c,, !'"I -f nc.t ·'R> o. u '331 19 -(o -:; s er C...' c_~ El"'.l lP f o, QOl"'.ll"'lA ~ \~5 !irJ-·:2 csntY j, . - ... . .. Air Conditioriini?: Commercial .. @ .. Residential (a .. Res. or Comm. Fire Snrinklers • @ Total Value .. 8 '7 R ·c,, _:_ c I • B~ildirig Permit fee. $ __________________ ....;$ _ _....!()~6---r_-__ _ Plan Check fee $ $ '"(0~ ~ ---''--------------~-----~----~-"'----- CO H HEN TS._•---------------------------- SHEET / OF / --- c,,.,12/87 1 2 3 s N R T D D C C C H H .H E E E C C C 2tt/ K D ~v7~ ~[] D c/2 D FRMOOIO.DH BUILDING PLANCHECK ENGINEERING CHECKLIST DATE: J -Jq-qo PLANCHECK NO. CfO .. )041 ITEM COMPLETE ITEM INCOMPLETE - NEEDS YOUR ACTION _X_ITEM SELECTED PROJECT ID: Jq(pts, DuvenhO.:tn l<& LEGAL REQUIREMENTS Site Pl an 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, pad elevations, elevations of finish ·acent to buildin , existing topograp ical lines, ·existing and proposed slopes, driveway with percent(%) grade and drainage patterns. 3. Provide legal description and Assessors Parcel Number. Discretionary Approval Compliance )(, 4. No Discretionary approvals were required. __ 5. Project complies with all Engineering Conditions of Approval for Project No. ________ _ ___ 6. Project does not comply with the following Engineering Conditions of Approval for Project No. ________ _ Conditions complied with by: ______ Date: ___ _ Field Review ~ 7. Field review completed. No issues raised. __ 8. Field Review completed. The following issues or discrepan~ies with the site plan.were found: __ A. __ B. __ c. __ D. Site lacks adequate public improvements. Existing drainage improvements not shown or in conflict with site plan. Site is serveq by overhead power lines. Grading is required to access site, create pad or provide for ultimate street improvement. 08/29/89 {! FRMOOlO.DH ---E. Site access visibility problems exist. Provide onsite turnaround or engineered solution to problem .. ___ F. Other: __________________ _ Dedication Requirements ?s 9. No dedication required. __ 10. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8-'f" x 11" plat map and submit with a title report and the required processing fee. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. The description of the dedication is as follows: ______________________ _ Dedication completed, Date~-----By: _____ _ Improvement Requirements .X 11. No public improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City inspector prior to occupancv. __ ·12. Public improvements required. This project requires construction -of public improvements pursuant to Section 18.40 of the City Code. Please have a registered Civil Engineer prepare appropriate improvement plans and submit. for separate pl ancheck process through the Engineering Department. Improvement pl ans must be approved, appropriate securities posted and fees paid prior to issuance of permit. The required improvements are: __________________ _ Improvement plans signed, Date: ____ _ By: ____ __ 08/29/89 r FRMOOlO.DH ___ 13. Improvements are required. Construction of the public improvements may be deferred in accordance with Section 18.40 of the City Code. Please submit a letter requesting deferral of the required improvements together with a recent tit 1 e report on the property and the appropriate processing fee so we may prepare the necessary Future Improvement Agreement. The Future Improvement Agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future Improvement Agreement completed, Date ______ _ By: _____ _ Grading Requirements 113a. j(._14, __ 15. Inadequate information available on site plan to make a determination on grading requirements. Please provide more detailed proposed and. existing elevations and contours. Include accurate estimates of the grading quantities (cut, fill, import, export). No grading required as determined by the information provided on the site plan. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted fo.r separate plan check and approval through the Engineering Department. NOTE: The Grading Permit must be. issued and grading substantially complete and found acceptable to the City Inspector prior to issuance of Building Permits. Grading Inspector sign off. Date: _________ _ By: ___ _ Miscellaneous Permits _2(_1s. __ 17. ,< 18. -~-_19. __ 20. Right-of-Way Permit not required. Right-of-Way Permit required. A separate Right-of-Way Permit issued by the Engineering Department is required for the following: ____________________ _ Sewer Permit is not required • ..e---o-r1/f/ LJ,fra,~r Sewer Permit is required. A Sewer Permit is required concurrent with Building Permit issuance. The fee required is noted below in the fees section. Industrial Waste Permit is not required. 08/29/SS FRMOOlO.DH ~l. Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Applicantion Form and submit for City approval prior to issuance of Building Permits. Permits must be issued prior to occupancy. Industrial Waste Permit accepted -Date: ____ By: _____ _ Fees Required N/A 22. Park-in-Lieu Fee Quadrant: __ Fee per Unit: _____ Total Fee: __ _ __ 23. Traffic Impact Fee Fee Per Unit: _____ Total Fee: __ _ -~24. Bridge and Thoroughfare Fee Fee per Unit: _____ Total Fee: __ _ Public Facilities Fee required. Facilities Management Fee Zone: _____ Fee: __ _ }liA.2s. NIA 2s. /A-27. Sewer F~it No. s .Q~ Fee: J~ 6a.a,JJ ~ R...~ !vO 28. Sewer Later~l required: ________________ _ Fee: ---------- __ REMARKS: ENGINEERING AUTHORIZATION TO ISSUE PERMIT BY: G .. 92.1-t-Ee)E~ Date: "3-0 ~L C?rD 08/29/89 ~ ~ I (\) ) GI GI· GI <J <J <J .,, .,, .,, 0 0 0 ~ I I ]' A' ~ ... N ,., * * * -"' -"' -"' u u U, GI GI GI .c .c .c u u u C: C: C: .,, .,, .,, --a. ~ a. Pl an Check No. to-10 V / APN: 2 IT-0"3.l-~ Planner ¼J ·4,~ I' L (Name) PLANNING CHECKLIST ::looe> Address rt@;-/ OUVeJJHA1,J 101). Phone 438-1161 _........__--=-===----- Type of Project and Use e>fflc¥@17U l!L W/J t;H k6:jL. t,fi)P/7Tt>.,J Zone D Facil itik Management fcme _;.·_I._!,__ ___ _ Legend 111 Item Complete @ Item Incomplete -Needs your action 1, 2, 3 Number in circle indicates planchetk number that deficiency was identified Environmental Review Requi.red: YES __ NO _2l. TYPE _____ _ DATE OF COMPLETION: Compliance wtth conditions of approval? If not, state conditions which require action. Conditions of Approval Discretionary Action Required: YES __ NO f... TYPE _____ _ APPROVAL/RESO. NO. ___ _ DATE: _______ _ PROJECT NO. _____ _ OTHER RELATED CASES: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval ____________ ___, ______ _ Coastal: YES __ NO _IX_ DATE OF APPROVAL: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval I :OOD e('DD (!{'o D DD D o.lC-. DD D o.tt. DD D o.t-. ODD Landscape Plan Required: YES __ NO { See attached submittal requirements for landscape plans ~ Site Pl an: 1. 2. 3. 4. Zoning: 1. 2. ' 3. 4. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property 1 i nes, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway. Provide legal descriptton of property. Provide assessor's parcel number. Setbacks: Front: Required ___ Shown __ _ Int. Side: Required Shown __ _ Street Side: Required Shown __ _ Rear: Required Shown __ Lot coverage: Required Shown __ Height: Required ___ Shown __ Parking: Spaces Required _____ Shown __ _ Guest Spaces Required Shown __ _ Additional connents and remarks have been made on the building plans. These marked-up plans may be picked up at the Building Department. These marked- up plans must be resubmitted with the revi.sed plans for this project. Have plans been marked up? YES __ _ NO __ Additional Comments ______________________ _ PLNCK.FRM •, ' <ttitp of <ttarl~bab ) . 2560 ORION WAY CARLSBAD,·CA 92008 FIRE DEPARTMENT PAGE 1 OF~ TELEPHONE i. (619) 931-2121 APPROVED-Y- DISAPPROVED PLAN CHECK REPORT PLtN CHECK# . 70-I0Lf I · ~Ro;~cTatlll;;rJ HA, tJ M. w. D ADDRESS 191ore . a, 111:-711fl Ai Al t3) ARCHITECT FUJr,H ADDRESS t~ov i)oJa PHONE Lt ?<Cj-.. ·r77? OWNERQLIUSl,Jf/Atlll M· W· Q, ADDRESS t! .. fltelS.~ PHONE OCCUPANCY 2 I CONST. _,,;s~;</-"'----~ TOTAL SQ. FT. ______ STORIES ?'.Yt/c:::: ........ tfSPRINKLERED -~ENANT IMP. '-I 25' 0 S,F. ,.(...~· -~------~-----~----~----~-~-- ,.«-l..t"'~·'' APPROVAL OF PLANS IS PREDI.CATED ON CONFORMING TO THE FOLLOWING CONDITiONS AND/OR MAKING . THE FOLLOWING CORRECTIONS: \ PLANS, SPECIFICATIONS, AND PERMITS _._. 1. Provide one copy of: floor plan(s); site plan; sheets ---------~----------~ 2. Provide two site .plans showing. the location of all exis'ting fire hydrants within 200 feet of the project. ~ 3; Provide specifications for the following: . . . . ' · . · · . _· ___ \ \. fermits are required for the installation of all fire protection systems (spri·nklers, stand pipes, dry chemical, halon, . '\.CO2, alarms, hydrants~. Plan must be approved by the fire· department prior to installation. -· _ 5. l'l:tse bus_iness owner shall complete a building information letter and return it to the fire department. FIRE PROTECTION SYSTEMS AND EQUIPMENT __ 6. The' fol (lwing fire protection systems are required: D Automatic fire sprinklers (Design Criteria:-~·---~----------------- O.Dry Che~cal, Halon, CO2·(Location: -----'------------------~--- 0 Stand Pipes (Type: --------,,---,-------~--------------- 0 Fire Alarm (Type/Location: ---~--------~-----------~--- --7. Fite Extinguishe}~equirement's: D · One 2A ratec:! ABC extinguisher for each _. -·~-__ sq. ft. or p·ortion thereof with a travel distance to the nearest extinguisher not tt<l exceed 75 {eet of travel. D An extinguisher wi~\, minimum rating of -. ___ to be located: D Other: \.. __ · 8. Additional fire hydrant(s) sh\11 be .provided --~----------------~----"-.1 . · · \ . . .EXIT$ __ 9; Exit doors shall be openable fro~~he inside. without the use of a key or any special knowledge or effort. __ fO. A sign stating, "This door to remai unlo~ked c:!uring business hours" shall be placed above the main exit and doora · . __ 11. EXIT sig~s (6" x ¾" letters) shall be pla~ over.ail required exiits and direction~! signs located as necessary to· c_learly indicate the location of. exit door\ . . . · . · · . . . ·G'ENERAL _. _12. Storage, dispensing or use of any fla~m~ble ~ombustible liquids, flamm;ble liquids, flammable gases and hazardous chemicals shall comply with Unifor~ire Code. . __ 13. · Building(s) not approved for high piled combustible st, ck. Storage in closely packed piles shall not exceed 15 feet in height, 12 feet on pallets or tn racks and 6 feet fort ·~es, plastics and some flammable liquids. If high stock pil- . ing is to_be done, ,comply with .Uniform Fir_e Co_de, Arti\e 81. . · __ · 14. Additional Requirements. . /-A. . I I . / 5'fo fo 6l J VAL£ lift I Al --15. Comply with regulations on attached sheef(s). Plan Examl~-::)_C:ts! ~ < Date 7 / 2/.J,/c;?J Report mailed to architect -"'---Met with --"-----------'---__ Attach to Plans ¼ • . , _, u r{ COMMERCIAL/INDUSTRIAL APPLICATION fORM FOR INDUSTRIAL WASTE DISCHARGE PERMIT CITY Of CARLSBAD APPLICATION: NEW -----(CHECK ONE) REVISED ---- BY: ~/~ Signature of City Representative BUILD ING P. C. NO. : t::/ tJ-1 ~ / APPLICATION NO.: -----INDUSTRIAL CLASS: -----DAT,E: '7 -t?S"-<90 APPLICATION FOR INDUSTRIAL WASTE DISCHARGE PERMIT A. ~NERAL: SITE APPLICANT:et .. hlElilM._liJ M~1C,?A\.. ~ ... ~ ADDRESS: SA.M-1: '-S Bl!~°"' TYPE Of BUSINESS: '.B+'§l.::\C.. A<:d:tiC..'# (~._~ ~-r, L 4..-C-'/) APPLICANT'S ADDRESS: 19(o(o OL4"EMMA( IJ ~b. ENtiNtTAS. f!A. f2Jtl.,C/ B. WASTES ANO PROCESSING: 1:1 Domestic Waste Only (Check where applicable) 1-1 Industrial Waste !~Industrial Waste NOT -Discharged to Sewer -Discharged to Sewer GENERAL DESCRIPTION Of WASTE (Chemical and Physical Characteristics of proposed waste):-4=eeu=-CA.~ '6(:A.~I,( .S'/~TEN\ ... ~\LL A4b"T BE" ~et, <.JP -ro .§EWE~ -(RE-CVCI.-~ .sysre~) GENERAL DESCRIPTION lF PROCESS (If Applicable): /?E--C.){CE S'/.STtU C. WASTES TO "BE DISCHARGED TO SEWER: WASTE: (Check One) TREATED: N/A UNTREATED: • -- QUANTITY: AVERAGE dj.A. GPO (Daily) MAXIMUM ---.----GPO (Gallons Per Day) APPLICANT OR REPRESENTATIVE Of FIRM·: OU\IEAl'iAI~ Ulu.~IC,i:>At.. t.OA.-rE"e. ~~(i-·e . (Pr int) TITLE: i2"'pcAAD:K:D &e.,.-\-Of U~1tJr . .;, ~a:,-.1£ SIGNATURE: ,r:-~<\ · . DATE= -1---~&.o-_q.&..:o:...-----