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2740 CARLSBAD BLVD; ; 87-592; Permit
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 JOB ADDRE ASSESSOR'S PLAN ID NO.ti OWNER PLVR OWNER'S CITY, 0023 11/03 0101 OSHisc- 8100-00 VALIDATION AREA CONTRACTORCONTRACTOR CONTRACTOR'S MAILING . ADDRESS — ., PX. STATE LICENSE NO. BUSINESS LICENSE NO. ESTMATED VALUATION PLAN CHECK FFF 001-810-00-00-8821 IF THE APPLICANT TAKES NO ACTION WITHIN 180 DAYS, PLAN CHECK FEES WILL BE FORFEITED. SUBDIVISION.LOT(S). LEGAL DESCRIPTION CHECK IF SUBMITTED: CALCS D 2 1987 ENERGY CALCS FOR NON RESIDENTIAL BLDGS DESCRIPTION OF WORK y/ //^TRUCTURAL CALCS D 2 SOILS REPORTS 2 SELF ADDRESSED ENVELOPES DATE GIVEN/ SENT TO APPLICANT LA COSTA LETTERCONTACT PERSON SCHOOL FEE FORM P & E CORRECTIONS LIST CERTIFICATE OF OCCUPANCY APP White - File Yellow - Applicant Pink - Finance Gold - Assessor 2075 LAS PALMAS DRIVE R $3£/ R| TELEPHONE CARLSBAD, CA 92009-4859 B^O/ rim (619) 438-1161 Op of Cartefaab DEVELOPMENT PROCESSING SERVICES Date: 11/4/88 To: Eugene Roach PC#: 87-592 Dated: 11/3/87 1660 N. Hotel Circle #606 2740 Carlsbad Blvd San Diego, CA 92108 Subject: Plan Check Expiration Dear Sir: The plan check for your project at: 2740 Carlsbad Boulevard has become null and void due to limitation of time on: 11/3/88 The provisions of Section 304 (c) of the Uniform Building Code states: Sec. 304 (c) Expiration of Plan Check. Applications for which no permit is issued within 180 days following the date of application shall expire by limitation and plans submitted for checking may thereafter be returned to the applicant or destroyed by the Building Official. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant showing that circumstances - beyond trie control of the applicant have prevented action from being taken. In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan check fee. We will hold your plans for 10 days at our office for you to pick up, after which time they will be destroyed. If you have any questions, please contact the Carlsbad Building Department at 438-1161. MARTY ORENYAK Building Official MO:jb PETER J. LONGANBACH ATTORNEY AT LAW POST OFFICE BOX 81S3 RANCHO SANTA FE. CALIFORNIA 92O67 TELEPHONE (619) 756-4284 September 12, 1988 Mr. Martin Orenyak, Director Department of Community Development City of Carlsbad 2075 Las Palmas Drive Carlsbad, CA 92009 RE: Plan Check Extension P.C. 87-592 2740 Carlsbad Blvd. Dear Mr. Orenyak: We are scheduled for Design Review Board on October 5, 1988 to have the parking issue resolved. At that time the Redevelopment permit will be extended for one year. We request that the plan check, set to expire on November 3, 1988 be extended 180 days. This extension will allow us to finalize the parking issue through City Council. Thank you for your courtesy and cooperation. Very truly yours, Carlsbad Boulevard Hotel General Partnership Peter J. Longanbach General Partner C-C DEVELOPMENTAL SERVICES BUILDING DEPARTMENT 2075 LAS PALMAS DRIVE CARLSBAD, CALIFORNIA 92008-1989 (619)438-1161 Eugene Roach 1660 N. hotel Circle #606 San Diego, CA 92108 PC 87-592 2740 Carlsbad Blvd Re: Plan Check Extension In answer to your request of extension of 180 days has been granted t an Section 304(c) of the 1979 Uniform Building Code prohibits any further extension of time. MARTIN ORENXAK Director Building and Plannin M0:ky DEVELOPMENTAL SERVICES BUILDING DEPARTMENT Citp of Cartetmb Date: April 4, 1988 To: Eugene Roach 1660 N. Hotel Circle #606 San Diego, CA 92108 2075 LAS PALMAS DRIVE CARLSBAD, CALIFORNIA 92008-1989 PC# 87-592 Dated 2740 Carlsbad Blvd 87 Subject: Plan Check Expiration Our records indicate that you have not obtained your building permit for which you filed an application on the date shown above. The provisions of Section 304(c) of the Uniform Building Code state: Sec. 304(c) Expiration of Plan Check. Applications for which no permit is issued within 180 days following the date of application shall expire by limitation and plans submitted for checking may thereafter be returned to the applicant or destroyed by the Building Official. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant showing that circumstances beyond the control of the applicant have prevented action from being taken. In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan check fee. For your convenience, please check the appropriate box below indicating your intentions and return this letter to the address above. Project abandoned. I will pick up plans in 10 days. Signature Date Project abandoned, plans may be destroyed. Signature Date Maximum 180-day time extension requested for the following reason: Is srf-'il 7 Signature //,Date If you have any questions, please contact the Carlsbad Building Department at 438-1161. MARTIN ORENYA^ Building Offic: 06 1988 BUTIES/ROACH GROUP ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619)560-1468 DATE: DeJ^ak^f^A. Kftg JURISDICTION: Ca.rUha*L _ QPLAN QFILE COPY PLAN CHECK NO: ST-^*?^ _ SET; "33T _ QUPS Pj DESIGNER PROJECT ADDRESS: C^r PROJECT NAME: Ckr-t*W. RAW. D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified _ are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. s7| The applicant's copy of the check list has been sent to: Eu*^^ 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: £V,/,, **. £0«^ Date contacted ; tot*t \*# mK?>*aC Telephone # REMARKS tlW <^^k/ bar* d.'ry^-fwl £•&£»' / /^r. ~h?. Thj'tjts r>"gigcc u3*< <suzsL4. <j an By: fZj&rTLw/iSty-- Enclosures: ESGIL CORPORATION ineivurTinu! (^r-Uk^W Date i0(2&/6t£> =ftOJf:CT ADDRESS: Cark-bast fe/ij^ TO? ^^(9 e^ne, ^aa^^K A&*=?£- w PLAN CORRECTION SHEET *lanr Check No. ^T-B^S ~PJ! — FOREWORD: PLEASE READ contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or change. All circled items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. PLANS Tp Please make all corrections on the original tracings and submit two new seta of prints, and any original plan sets that may have been returned to you by the Jurisdiction, to: T^i'l f<^rf>. To facilitate rechecJclng, plesae identify, next to each jJniU item, the sheet of this sheet has been made and return this check sheet with the revised plans. ^J The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. Please contact me if you have anv questions reqardinq tnese items. Date plans received by plan checker l»/i^-/$^ Date *i plan check completed fO/^/^p * By £<_,+• /Lfw zee. &s>wrwfct' er\ -J-ransryi irtaf / (a&. 7 1' *n* 110* I5&* 153. \S1- • /•?£. jHl. jj , _ /%»j/Afe. *.l**m.4t*rr9.. A. G*.* if S^r*. **-»/'// ^-*VA* ?fe_ £t'-fy n¥ "tti" T'\tfnt~ 0 •***&-• M- tW, r^ur tf-P -^^ re.4w(/ t*li ^r^ -^/^^^ ,^,-K, "r«-«f c.e.-f" -/owjetr^Ls tfne. r^^rs-, ^-k/ \\^^. 4oclv/ Ho€. /^ r* !•? -t-w^^ rte*^' ?*{****- CA-II mi. /-^ v^w- Ifl*t/e «.«v/ o . , « ^-hl^r>^ r^ o e^rrt ,' ^vo -H^-e&C, 1 4*ivis Crc.-fWj- -Hno-m ti/s-4- Uoza-rrf a. a a^Ai or i^^4- rcT*ft^C\£O. ^ j. irv^,£xi> S-T^^ ^6«s^'-f ex/<-/- ^^ Pfei/ieLf h*L4t'*. &-P #D£>r0i;a.i £,, ^^^,^1 «* * 'i-?/f/_Al//t/^ ^ Lt*- -P& r* - -Tli(l< «o^ ^^ ,'s>k*at '<" 0* £****#!-/* A«AA. i-h -te> tln^ ^ri'-jrVa/s. /? /6>^ . *c-C ._ ^ ISS. ^ ^A^^ffr^ 4t> ~t~k*- 3*<£ p^ r-h 0-f ffic x*«f-« t-4-i^m C^w! t^<- let*J~ lifh Th* ex/f fr«9rti S^-/> V. SA/f S /-; *oz)u^ ^h^u^^ «*. ae\M **h +&uJArd< ^,hri^Tairt«ert 6<^«j/- "T^^ ex*-fs -fr#*n .. ft Met , S f^ci< s-'&nisesne., ?Vfe>i//Wt <3_ -=.*-^^.vu?( -e-x/^" />^^» S~hi.tr- L} . btd~ /slortV ^-.ci'-f- -JVpo^^\ i>/^2, -s-^r^^ ,» ^vJ *L?A+ ^s- .* t/^yo <=_ -e-XI fs /4. Se<=. fi**r H S?»* *>+*»'** eJ**-}* R, /?// /n /l/^ ^ /f/1^ ''^ **h#aiu f<. <Z. &{<**- ifu fifr ^f>e*-rsd'r'0r* be£«J<*e*> ^^xmk a£ - Ha/J*** <**oL ** &c**0+i*>n*~ Ttit p ^»*^& &h&uJeJL ^fa&nLy &Oc^-i-Aci •Hr* ^a^^^r- [0&*,4i'&n*, £*el iu^- ^ *<L.¥\&ral rt&te- ft^etrdtfia ~ft}e~m). _ P/ea&r "*><=( ify- ^r^iaus s0rf*&h'#***. Ik* Ji«i4**r*. AT>^ ^-hir^JB—Hse. ^a-£&*h LGLuunAf^ jX mtfn^"tt^«n c^D*, /^^ rt+MimL, rrs-e.is&l. — . Sr Pr^iMV* ~Hv— /-e^ff^r. _ . /4- ll K. . </Vf* *"4e>F>0iA*^ fe*~.&4 i/*^- ' f^>tA*4-inu&J __ 325,ttte. fc •h-c-r-^.-rtt ecL //*./•/ >£> ••/•a^r-e.-ia 0 i rg 'I tl /(• *.£>• \ ELECTRICAL P1A> CORKEC FLAB CHECK UMBER: ff 7— 5 9Z. i. 1C aC tf. / X Submit complete electrical plans and specifications. Submit plan showing location of all services. Submit complete one-line diagram of service and feeders. Indicate the grounding system to be installed for building service. Indicate anpere interrupting capacities (AIC) of service and subservice equipment. NEC 230-65/110-9. Indicate sizes of fuses and/or circuit breakers. Indicate fuse symbols to show fault currents are limited to 10,000 amps on branch circuits, i.e. JJH, LCL. If fuses are not used to limit fault currents on branch circuits to 10,000 amps, specify method to be used. Submit plan shoving location of all switchboards. Indicate dimension of switchboards and control panels rated 1200 amperes or more. NEC 110-16(c). 11. 1Z\ Submit plan showing location of all transformers . Indicate the grounding system to be installed for transformers. NEC 250- 26(c). 30B SHEET DATE: TUX CHECKER: WAGGCHER CUE* DULCV Provide overcurrent protection on the secondary side of transformers. NEC 240- 21/384-16(d). 14. Submit plan shoving location of all panels . IB*. Submit panel schedules. '. Specify conduit and wire sizes. I/. Specify aluminum or copper conductors and type of insulation. yf. Show approximate length of feeders. 1». Specify electrode conductor size and type wire, (aluminum or copper) . Submit electrical load calculations. 1 Indicate existing service size. 22. Indicate existing building load. 20C Indicate new additional loads. s~\(24.) Indicate wiring method. fZS.jSbow exit signs on the electrical lighting plan. Note: Power for exit lights and emergency lighting must conform to the 1985 UBC Sections 3313 and 3314. -7^5 l//T7 * 20. Provide receptacle(s) within 25* of the roof mounted A/C units. UMC Section 509. 2f . Provide multiple switch lighting controls per CAC, Title 2k, 2-5319. Any questions on electrical please contact the plan checker shown above, at Esgil Corporation at (619) 560-1468. Thank you. 08/31/87 VISUAL EQUIPMENT FOR FIRE ALARM SYSTEMS Section 2-7204 requires visual warning systems for the hearing impaired in buildings which require an emergency warning system. This interpretation explains some of the requirements as presented by OSA. Visual warning systems are only required in buildings having general emergency warning systems throughout the building such as those required by UBC Sections 809, 909, 1009, 1202(b), and 1807. This would not apply to individual alarms such as smoke alarms required by Section 1210(a) for example. The visual alarms are required in all public areas and generally consist of some type of approved flashing light. Offices and other commercial occupancies must have visual alarms in all public areas such as corridors, lobbies, lunch rooms, and meeting rooms etc. Visual alarms will not be required in individual offices. If a building is being remodeled, and a general .alarm system is being installed or upgraded, then a visual alarm system must be.included. For other alterations which a general alarm is not being installed, then a visual alarm is not required. Visual warning systems are not required in condominiums and apartment buildings regulated by Housing and Community Development. (Check with Fire. Department - See Below) Visual alarms xill be required in all hotels and motels when required by UBC Section 1202(b). When visual alarms are required as noted above, there shall be an alarm or alarms installed in 43! of the units or a minimum of one unit per floor level, whichever is greater. The visual and audible alarm shall be seen and heard in all major areas of the designated hearing impaired units (bedrooms, kitchen and living room). Additionally, visual alarms shall be required in all public areas of the building such as corridors and lobbies. Note that some of the Items listed above may be in conflict with the regulations that are interpreted and administered by the Fire Prevention Bureau. The plan checker should advise designers to check with the Fire Prevention Bureau for different or additional requirements. 288 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 <6I9) 560-14^8 DATE: April I, £*7g0 UAPPLICANT ~> * " .FpS JURISDICTION: (^raJi [jPLAN CHECKER QjFILE COPY PLAN CHECK NO: #7~S?.3 SET: "777" QUPS PjDESIGNER PROJECT ADDRESS: Utrk^M^ B/**L ~* PROJECT NAME: /\r/ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified _ are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: 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: y/^/ag ^Wagaog^ Telephone # REMARKS: By; /ayyiL^/tte^-- Enclosures: ESCJIL CORPORATION •JRISDICUON:^ ROJECT ADDRESS: f\.rUi~.^ pt.i.y 0: ^u 0» t e M/I PLAN CORRECTION SHEET Ians- Check No FOREWORD; PLEASE READ Plan check ia limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or change. All circled items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. PLANS Please make all corrections on the original tracings and submit two new seta of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: ©To facilitate rechccking, please identify, next to each iiiiiuJ item, the sheet of the plans upon wSich each correction on this aheet hoa been made and return this check sheet nith tn« revised plans. The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. Please contact me if you have any questions regarding these items. Date plans received by plan checker_ Date By plan check completed yl\l&&. 30. TK* dtgL«.d izA ina-i-_till UJt 11 ad^/Aff. -HVL C-fv ±he.,— . +T3rtYia. $ *3-Tr Con-sid--ar same 3$ ,+ify ujrpiOQ yoicr rt^.-^pgn'Sg-"re? 5 ^ Te n fttrned area rrr e '<.; te. C|^ri-K/ fxrt-j-J ~J~^'7 ~ ' « ^ - T//e.5 >? A'//! /^" 5-fn'tzf fffttf. c/efftnnr>cf: af 7*^ A7g^cJ 0f&<yrs -sr-c^i rt£- /G££*4-{&»->•$ &-h j-jre. cjarmtfes** Ct^-f i area. A/ A- A/0H? TV\SLT IT 5 OCffX) 'S.h&bJrL ih&r <3QQT 7 ^ ' / / » /t ne. STl U-L-. /- Tnaff- ~ftv e4rcwjin& <, &f ~faf railo^ x ^/o/yg> B. from, , TKg. rr+toan*^ 4& fttf'* _ /^y.rv\ reto ( r »/ // 3.It II t 1 (I -. 7. SA*ALSO I 1 < t. i > C I <j i be. =/*oe_ tt — /t, fa I U se 375. 37?.//; n /-I A /<«^ [a Tf'^-9 n* T& So* (!o a, is f I ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619) 56O-1468 DATE: f^Jyn^ry <?; /fgg |J APPLICANT1 v / t / tJURISDICTION: La.rl^ba^f []FILE COPY PLAN CHECK NO: £7-5?^ SET: ~TT flups - HDESIGNER PROJECT ADDRESS: LjirUbewL R/t/el. PROJECT NAME: C*rktx>A gW, The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified _ _ are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. •The applicant's copy of the check list has been sent to: J=UQ< £Un hi egg CA _ J ' [ j 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 : ^S/^/^g _ Telephone # REMARKS : By: KurrLtt/Iiter' Enclosures: ESGIL CORPORATION JURISDICTION:Pate PROJECT ADDRESS; £a>.rUJa«lL PLAN CORRECTION SHEET Plan* Check No 77~ FOREUORD; PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or change. All circled items have to be satisfied before the plans will be in • conformance with the cited codes and regulations. "Per Sec. 303 (c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A- PUNS 1- Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: &^.'\ To facilitate rechecking, pleaac identify,Vx next to each urimifrgd Item, the sheet of J the plans upon xhlch _each_ correction on this sheet haa been maae and return this sheet with tha revised plans. The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. Please contact me if you have any questions regarding these items. Date plans received by plan checker plan check completed /I " " furred c.z/7/fi /tf fleer Jly Iv l-s t. 3~B tw=> read jhe /f.ejy&ra-'rta r&f&il 8,/T /7/e See, Uo. tiie H ' X rtout ffilf > W/V/ ^a////TTie a Ar&bfam m "fatef- r^ w-stbn -^ T^> 7%e 4=}IM -Hie full harrier a 5 * + Ltvet A * _ ft 1*0. - 2T B- The,f / ' r HO. •k>'SpeciTy QUr ~*~ 7t '/* * ~fae- edctt. <yf r<* and Ih-e f- origna L rr dted~ . \>a- L^?r- T -fi >'qli-l l\)\<s\sH0uy ts •/- " H -fi n*,. Cff I I H I I '( tor A* 1 A ^\r\uu L_ i ^_^ Th-e. Ie.-Hi*.r frrnm £~t*-~Hn p(ans / l-s \<* plans. A- ^ft.4-atf fva »& no- or\ fi a.m/1 'na link- -frramng 4o net he l /?"-/? ? be. Loft D. II . * i n n *t V-fv /ever ha.rduja.re: /OQUJ £<* g. e>r\ u ' (. I 77m ' / tin S. e<= Ce e^ bo t/<:> « I ' • -p de. 6r*a£s~ -£>r gu txr^ uJ&a 'r i ft/ ^Ina-/- ^tx* a ll A. S. i n 14. 372-tan c.r n&f-e-s &n S/tgg./-"tke. 37S ft-to »*/€,* 371, a 4ht.G*hftd--try C-h&na^S J. 5 . JURISDICTION:L S & A- J ELECTRICAL FLAN CORRECTION SHEET DATE: FLAN CHEOC NUMBER:7 - 1. Submit complete electrical plans and specifications . "zT) Submit plan showing location of all<^f^services. Submit complete one-line diagram of service and feeders. Ind icate the ground ing sy s tern to be installed for building service. Indicate ampere interrupting capacities (AIC) of service and subservice equipment. NEC 230-65/110-9. SI Indicate sizes of fuses and/or circuit breakers . /I. Indicate fuse symbols to show fault currents are limited to 10,000 amps on branch circuits. If fuses are not used to limit fault currents on branch circuits to 10,000 amps, specify method to be used. Submit plan showing location of all switchboards. • indicate dimension of switchboards and control panels rated 1200 amperes or more. NEC 110-16(c). Submit plan showing location of all transformers. Indicate the grounding system to be installed for transformers. NEC 250- 26(c). y£- 2. -rr •v / [_] VOLLIE WAGGONER FLAN CHECKER: [Xj OWEN DILLON 13< Provide overcurrent protection on the secondary side of transformers. NEC 240- 21/384-16(d). flA-/Submit plan showing location of all panels. }o. Submit panels schedules. l*i* Specify conduit and wire sizes. y*\ Specify aluminum or copper conductors and type of insulation. approximate length of feeders. 19C Specify electrode conductor size and type wire, (aluminum or copper) jxf. Submit electrical load calculations. Indicate existing service size. Indicate existing building load. T&. Indicate new additional loads. 2-tf. Indicate wiring method. x22. I 25J Show -th lighting--plan•• Jl«tet Power for exit lights and emergency lighting, ynust conform to the 1985 UBC Sections 3313 and MrT Provide receptacle(s) within 25' of the roof mounted A/C units. UMC Section 509. Provide multiple switch lighting controls per CAC, Title 24, 2-5319. Any questions on electrical please contact the plan checker shown above, at Esgil Corporation at (619) 560-1468. Thank you. $.frt A X / in V UA MutvtRc/l / J ALL,J ft-c c rm t f A r £. e r $>At z.- r j?t &^ / -T>// At 6 MK s r 30, 08/31/87 /= ^ T ESGIL CORPORATIOiN 9320 CHESAPEAKE DR.. SUITE 2O8 SAN DIEGO. CA 92123 DATE: JURISDICTION: CITY OF CARLSBAD PLAN CHECK NO: &"7--5q 5 PtAtf-CHECKER FILE COPY UPS .DESIGNER PROJECT ADDRESS: C«iM~l«>bad PROJECT NAME • — - The plans transmitted herewith have been corrected where I _ I necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply — with the jurisdiction's building codes when minor deficien- LJ cies identified _ are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies ( [ identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's • copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: A), Hoh^l Ci'reJe. . £A a Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: g Date contacted: ul&$/&~7 Telephone I REMARKS : BY : ESGIL CORPORATION li-5 PLAN CHECK NO JURISDICTION: TO: S-..*. en- CITY OF Qgf_«aun PROJECT ADDRESS: Date initial plan check completed: II/-2 *•./&•? By; -*' .. - Cn jy. Applicant contact person; En.q-e.rye, Telephone:- 7 1 Z PROJECT DATA OCCUPANCY: Kl / B 1 7^3 A43 DSS: TYPE OF CONSTRDCnaif: ACTUAL AREA:= 7V, . a" = MS 576. ALLOWABLE AREA: HEIGHT: REMARKS:Btda. A- _ __j PLAN COKRECTJXM SHEET CTTT OF CARLSBAD PROMHANDICAPPED Date plans received by jurisdiction: \\ I */•»-; Date plans received by Esgil Corporation: Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicappped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. Present California law mandates that residential construction comply with Title 2<t and the following model codes: 1985 UBC (eff. 7/31/87) 1985 UPC (eff. 3/30/87) 1987 NEC (eff. 10/28/87) 1985 UMC (eff. 8/28/87) The above regulations construction, regardless adopted by the ordinance. apply to residential of the code editions The items listed need clarification, modification or change. All items have to 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. To speed up the__r_echa.ck process, note on__this list for a coovl where each^correction item has been addressed i.e.. plan sheet, specification, etc. Be sure to enclose the marked up list when you submit the revised plans. NOTE: PACK HDMBERS ARE NOT IN SUJUUICK AS PACTS HAVING NO ITEMS HEEDING CORRECTIONS WERE DELETED. List. No. 72: City of Carlsbad, R-l, For Apartment Projects Exempt From Handicapped Access; With Supplements. (1985 UBC) A. PLAHS © / © © 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) 560-11*68. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. Indicate on the Title Sheet of the plans, thename of the legal owner and name of person responsible for the preparation of the plans. Section 302 (a) 7. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1985 UBC, UMC, and UPC and 1987 NEC. Provide the site address and a vicinity sketch on the Title Sheet- All sheets of the plans and the first sheet of the calculations are required to be signed and sealed by the California licensed architect or engineer responsible for their preparation.(Calif. 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, pools, walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as ''not included" on the site plan or Title Sheet. C^^tK»\l «,-+<_, Provide a Building Code Data legend on the Title Sheet. Include the following code information for each building proposed: 'Occupancy Group _ Type of Construction tSprinklers: Yes or No. Stories ~ Height Floor Area Justification to exceed allowable Table 5-C. (if applicable) area in 1- A Justification to exceed allowable height or stories in Table 5-D. (if applicable) Specify on Che title Sheet of the plans the gross floor area of each element of thisproject including units, garage, carport, patio, deck and balcony. Section 302 (c). Provide a Building/Unit Schedule on the Title Sheet. Include the following: a. Designation and area dwelling unit type. of each b. Number of each designated unit types in each building (including handicapped access units). c. List any other occupancies or uses included in each building, i.e., couBoon laundry, comoon storage, garage, rental office, etc. Provide a fully dimensioned site plan drawn to scale. Show: north arrow, property lines, easements, streets, existing and proposed buildings and structures, location of yards used for allowable increases of building area and dimensioned setbacks. *v*-i +•**»*> >«+*r*t Ffc- b«.f^«^ t«+5 13 a*wl &*• 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. Show on the site plan all retaining walls and fences, heights on the plans. proposed walls, Specify their Clearly dimension building setbacks from property lines, street center lines, and from all adjacent buildings and structures on the site plan. Dimension distance from curb to property line Show and dimension on the site plan all building 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 the location of any designated flood p lains , open space easements , or other development restricted areas on the site plan. 'l fi>n/\-:> pr^,-4I . I ui T be ».yt f-i. 8/12/87 B.OH PBOPERTT see. 27, When two or more buildings (including carports) 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 exception is used, show how the building(s) will comply with Section SOU (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 SOU (c). The exterior walls of R-l occupancies (Type V Construction) less than five feet to a property line or an assumed property line, shall be one- hour fire-rated construction. The wall shall have a thirty inch parapet (see exception, Section 1709) and the wall shall have no openings, including windows, doors, scuppers, vents, etc. Table 5-A. See. fc>elo**J The exterior walls of a Group M occupancy (maximum 1,000 sq. ft.) carport or garage, less than three feet to a property line, shall be one-hour fire-rated construction. The wall shall have no openings. Table 5-A. The exterior wall of a Group M occupancy (more than 1,000 sq. ft., but less than 3,000 sq. ft.) carport or garage, less than five feet to a property line or an assumed property line, shall be one-hour fire-rated construction. The wall shall have a thirty inch parapet (see exception, Section 1709 and Table 5-A) . The exterior wall of a B-l occupancy carport or garage (Type V Construction), less than twenty feet to a property line or an assumed property line, shall be one-hour fire-rated construction. When the exterior wall is less than ten feet , a thirty inch parapet and protected openings are required. When the exterior wall is less than five feet, no openings are permitted. Table 5-A. Eaves over required windows shall be not less than thirty inches from side and rear property lines. Section 50U (a). Combustible projections located where openings are required to be protected shall be heavy timber or one-hour construction. Section 1710. 28. 2 30 36. 38 . Projections may not extend more than twelve inches into areas where openings are not allowed. Section 1710. Projections over public property must comply with Chapter U5. Projections may not extend more than one-third the distance front 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 SOU (b). Fire- resistive exterior wall construction shall be maintained through attic areas. Section U30U (c). When openings are required to be protected due to location on property, the sum of openings shall not exceed fifty percent of the total area of the wall in each story. Section 504 (b). A covered ped|estgian walkway connecting separate buildings must comp ly with the requirements in Section 509. •C Exterior exit balconies cannot be located in an area where openings are required to be protected. Section 3305 (i). Exterior stairways shall not project into yards where protection of openings is required. Section 3306 (n). Yards or courts serving as required exits for more than ten occupants must be at least ten feet wide or have wal Is of one-hour construction for a height of ten feet above the court or yard grade. Openings shall be protected by fire-assemblies having a rating of not less than three-fourths-hour. Section 3301 definition and Section 3311 (d). Structural elements exposed in walls required to be fire-resistive construction due to location on property must have the same fire- resistive rated protection as the wall, or as required for the structural frame for the type of construction, whichever is greater. Table 17-A, Footnote 1, and Section 1702. Openings for scuppers, mechanical equipment vents, foundation vents and similar openings are not permitted in walIs located where openings are required to be protected. Table 5-A. *. S<t. . Ako . THe f••- v idr/ 3-fe- lyptdal/-/ LI n •" i f<L If .7 1 iff" •• T; ?>•?•8/12/87'T / 'hr ) AREA i- D. 46. Provide on the Title Sheet of the plans the code justification for exceeding the basic allowable area in Table 5-C, Section 506. 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. As shown, the building(s) is/are over area for the type of construction shown. Table 5-C. 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. A basement need not be included in the total allowable area, provided such a basement does not qualify as a story nor exceed the area permitted for a one story building. Section 505. WI-T.T Area separation walls may separate portions of a building and allow each portion to be considered a separate building, however, the area separation wall mist 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-area separation walls are required to be protected with three-hour fire- resistive assemblies; 1-1/2 hour fire- resistive assemblies are required to protect openings in 2 hour area separation walls . Section 505 (e). Openings in area separation walls are limited to twenty-five percent of the length of the wall in each story. Section 505 (e). 49. If area separation walls do not extend to theouter 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 space to the outer edges 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. 50. All area separation walls must extend in a continuous straight vertical plane from the foundation to a point thirty inches above the roof, but may terminate aC the underside of the roof sheathing if the roof/ceiling is two- hour construction. Horizontal offsets are not permitted. .Section 505 (e) 3. 51. Two-hour area separation walls may terminate at the roof sheathing provided that: a. Where the roof/ceiling framing elements are parallel to the walls, such framing and elements supporting such framing shall be of not less than one-hour fire*resistive construction for a width of not less than five feet on each side of the wall. Section 505 (a), 3. b. Where roof/ceiling framing elements are perpendicular to the wall, the entire span of such framing and elements supporting such framing shall be of not less than one-hour fire-resistive construction. Section 505 (e) 3. c. The entire building shall have a fire retardant roof covering in accordance with Section 3203 (g). Section 505 (e) 3. 52. No openings in the roof are permitted within five feet of a two-hour area separation wall if parapets are not provided. Section 505 (e) 3. mc?-f -to _j> u--^ j .••> r mi h-e <£.-*-?: o 8/12/87 53, 54. 55, 56. 57, 58. Area separation walls, which separate portions of buildings having different heights, may terminate thirty inches above the lower roof level, provided the exterior wall for a height of ten feet above the lower roof is of one- hour fire- resistive construction with openings protected by three- fourths -hour assemblies. As an alternate the wall may terminate at the sheathing of the lower roof, provided roof/ceiling elements, if parallel to the wall are one-hour construction for a ten foot width along the wall at the lower roof , and supporting elements are one-hour; where the lower roof/ceiling elements are perpendicular to the wall, the roof /ceiling elements shall be one-hour for the entire span, and supporting elements shall be one-hour. Section 505 (e) 5. Where different roof heights occur, no openings in the lower roof are permitted within ten feet of the area separation wall if parapets are not provided. Section 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 that trusses require two layers of 5/8 inch Type 'X', per Gypsum Fire Resistance Design Manual, Item FC 5406). Parapets of area separation walls shall have non-combustible faces for the upper 18 inches, including counter flashing and coping materials . 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. Mo plastic pipe may penetrate the area separation wall". Section 4304 (e). 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 (subsitute for one- hour). Section 507. Towers, spires and steeples shall comply with Section 507, Exception 1. Penthouses shall comply with Chapter 34. FDffi-RESISIIVE CDHSTRDCTIOH Group R, Division 1 occupancies more than two stories in height, or having more than 3,000 sq. ft. of floor area above the first story shall be not less than one-hour fire-resistive construction throughout except as provided in Section 1705 (b) 2. Section 1202 (b). Where one-hour fire-resistive construction is required, an approved automatic sprinkler system may be substituted for the one-hour construction, however, the fire sprinkler system shall not waive or reduce fire- resistive requirements for: occupancy separations, exterior walls due to location on property, area separation walls, shaft enclosures, corridor protection, stair enc losures, exit passageways, type of construction separation per Section 1701 and atriums constructed in accordance with Section 1715. Section 508. Provide details of the one-hour fire-resistive construction. Include roof/ceiling assemblies, floor/ceiling assemblies, wall assemblies, post and beam assemblies, gable end assemblies at attics, etc. Chapter 43, Chapter 17. -=•«..«£- be..le>u- Detail how one-hour fire-resistive wall construction is maintained at built-in wall fixtures and behind bathtub and shower enclosures, mailboxes, medicine cabinets, fire extinguisher cabinets, electric panels exceeding sixteen sq. in. in area, etc. Section 4304 (e). Detail and reference I.C.B.O. number or other approval for horizontal fire asembly using trusses. Section 4303 (b) S. 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. A .B /VOTE"D.i£<•IM f. V*. ^ roi/tr F. 8M2/&?£> 1 /I f STTCi£.k. Roof/ceiling and floor/ceiling assemblies must be of one-hour construction. Detail fire assemblies on plans along with their I.C.B.O. number or other ID number from the Fire Resistive Design Manual published by the Gypsum Assoc. or U.L. number or item number from Table 43-C, U.B.C. Detail water heater vents located inside fire- resistive wall construction or within fire- resistive shafts. Table 17-A; Section 1706 (a), Section 4306 (j). Detail pre-fabricated fireplace flues within individual fire-resistive shafts and specify fire-stopping around fireplace box opening. Section 4304 (e). tApp^-r Ubby er\ A-2? - Clearly identify location and hourly fire- resistive rating of vertical shafts on the plans. Provide construction details showing location of fire dampers and how fire resistivity will be maintained at floors and roofs. Section 1706. LMevx c-V\u,f«./ <*. fe •, ; Deta.il column fire protection per Table 43-A in the U.B.C. and specify column impact protection in garage areas per Section 4303 (b) 5. As a minimum, show a twenty-two gauge steel jacket around each column to a height of three feet above the ground for impact protections. Structural members such as beams supporting more than one floor or roof must be individually fire protected (Section 4303 (b) 6). Detail required protection, per Table 43- A or NRB-250, U.L. etc. 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 columns, fire-rated beams. Clearly specify minimum cover for prestressed concrete tendons per Section 4303 (c) 3. Note that all plumbing and electrical penetrations at occupancy, area, corridor or other fire separation walls shall be as specified in Section 4304 (e). Detail all furred ceilings as required in Section 4203. Show fire-retardant treated wood where necessary. Provide cross-section of one-hour corridors serving an occupant load of ten or more. Label corridors on plans as one-hour corridors; specify on the plans all doors as twenty-minute fire assemblies with self- closers or automatic closers with smoke detectors, and all windows as 1/4 inch wire glass in steel frames and all duct penetrations to have fire dampers. Section 3305 (g), Section 3305 (h). Clearly label and identify on the plans the fire-resistive corridors, area separation walls, shafts, occupancy separation walls and floors, exit courts less than ten feet wide and exit enclosures, along with their hourly ratings. Section 302 (c). OCCOPAHCy SEPARATIONS Storage or laundry rooms that are within Group R, Division 1 occupancies, that are used in common by tenants, shall be separated from the rest of the building by not less than one-hour fire-resistive occupancy separations. Section 1202 (b). Provide a full one-hour occupancy separation between R-l and M-l or B-l (M-l up to 3,000 sq. ft.) occupancies. Fire protection only on the garage side applies only to R-3/M occupancy separations, not R-l/M occupancy separations. Table 5-B and Section 503 (d). Provide one-hour fire-resistive door assemblies in the one-hour occupancy separation. Section 503 (c). The required three-hour rated occupancy separation between R-l and B-l occupancies may be reduced to a two-hour rating when the B-l is limited to the storage of passenger vehicles, and the provisions of Section 702 are not applicable (Table 5-B). The two-hour occupancy separation may be further reduced to one-hour, if the aggregate area of B-l occupancy within the building does not exceed 3,000 sq. ft. Section 503 (d). S«-e_ b-€.U<-w Garages are not permitted to open into a room used for sleeping purposes. Section 1104. • V -^g^ 8/12/87 f- A B-l occupancy in the basement or first story may be classed as a separate and distinct building for the purpose of area limitation, limitation of number of stories and type of construction, per Section 702, only if the following conditions are met: a. B-l is Type I construction. b. B-l/R-1 are separated by hour occupancy separation. a three- c. B-l is restricted to passenger vehicle storage, laundry rooms and mechanical equipment rooms. (No storage, recreation room, etc.). d. The maximum building height does not exceed the limits in Table 5-D for the least type of construction. e. -i»e.«- b« lcF^JJ The Type I construction is required to have 3/4 hour protected exterior wal 1 openings when located within twenty feet from a property line, and no openings are permitted less than five feet. Section 1803 (b). All openings in floors forming a three-hour separation shall be protected by vertical enclosures above and below the opening. The walls of such enclosures shall be not less than two-hour fire- resistive construction, and openings therein shall be protected by a one and one-half hour assembly. Section 503 (c), Tables 43 - A, B, C and Chapter 43. A ^ ^ €L -hour occupancy separation is required between /r~ la occupancy and the occupancy.Table 5-B, Section 503 (d), Tables 43 - A, B, C and Chapter 43. _ Structural members supporting an occupancy separation must have the sane fire- resistive rating as the separation. Table 5-B, Section 503 (b), Tables 43 - A, B, C and Chapter 43. No openings are allowed in a four-hour fire- resistive occupancy separation wall. Section 503 (c) . Openings in a three-hour fire- resistive separation shall be protected by a three-hour assembly, and openings may not exceed twenty- five percent of the length of wall in the story and no single opening shall exceed 120 sq. ft. Section 503 (c), Tables 43 - A, B, C and Chapter 43. A two-hour fire- resistive occupancy separation shall be not less than two-hour fire-resistive construction. Openings shall be protected by a one and one-half hour assembly. Section 503 (c), Tables 43 - A, B, C and Chapter 43. 96. LOO. iqi. A one-hour fire-resistive occupancy separation shall be not less than one-hour fire-resistive construction. Openings shall be protected by a one-hour assembly. Section 503 (c), Tables 43 - A, B, C and Chapter 43. Occupancy separation wall penetrations must be either ferrous or copper and fire-stopped. Steel electrical outlet boxes, not exceeding sixteen square inches per one hundred square feet of wall, may be installed and shall be separated by a horizontal distance of twenty- four inches when on opposite sides of a wall. Section 4304 (e). Fire-resistive floors used for occupancy separation shall have openings protected per Section 503 (c). Ducts penetrating one or two-hour occupancy or area separation walls must have fire dampers. A" fire door is required for three-hour separations. Section 4306 (j). Usable space under the first story, when constructed of metal or wood, shall be protected on the side of the usable space as required for one-hour fire resistive wall and ceiling construction and the door to the usable space shall be self-closing, of noncombustible construction or solid wood core, not less than 1-3/4 inches in thickness. Section 1703. Show the details and the basis for the rating of the occupancy separation you propose, i.e., item number in Table 43 - A, B, Cj Gypsum Fire-Resistive Design Manual; U.L., etc. SOOHD TRAHSMISSIOH (Title 25, Chapter 1, Subchapter 1, Article 4, Section 28) UBC Standard No. 35 (1-3) UBC Appendix Chapter 35. Wall and floor/ceiling assemblies separating dwelling units from each other and from common space (such as corridors, laundry rooms, common garages, service areas, etc.) must have a listed rating of SIC 50 and IIC 50. Show the location of and provide details of the listed wall and floor/ceiling assemblies, and indicate the listing agency and fisting number for the tested ratings. •s>V\c.u.!0',^\-t- 'O^re^ «.-*- D/Aia, U<>>c. PSS.I li«.rvi- tSAC*.»«•.*ei$ T Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits or heating, ventilating or exhaust ducts shall be sealed, lined or insulated or treated to maintain the required ratings. - 8/12/87 Dwelling unit entrance doors from interior corridors together with their periareter seals shall have a SIC rating of not less than 26. The Title Sheet or Site Plan should clearly indicate if any portion of the project is in a noise critical area (CNEL countours of 60 dB) as shown on the City or County's General Plan. If no portion of the project is within a noise critical area, provide a note on the Title Sheet stating: "This project is not within a noise critical area (CNEL countour of 60 dB) as shown on the General Plan". R-l occupancy buildings, located in noise critical areas (CNEL contours of 60 dB) as shown on the City or County's General Plan, require an acoustical analysis showing that the proposed building has been designed to limit noise in habitable rooms to CNEL of forty-five dB. Where windows must be closed to comply, it is necessary to provide mechanical ventilation capable of providing at least two air changes per hour, provide design. I. BO.TS 10v7. In all occupancies, floors above the first / story having ten or more occupancies, shall have not less than two exits, except only one exit is required from a second floor area within an individual dwelling unit. Two or more dwelling units on the second story may have access to only one common exit when the occupancy load tributary to the stairway does not exceed ten. Section 3303 (a). 108. 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, the yard must lead to a^public way. Section 3301. e.vn-t'b -f'nr^iAciW " LV^vvA5 -i*f> irtj-Minimum exit J court width is forty-four— Inch Section 3311 (b). 109. (iim if fua}Change in width in an exit court shall be effected gradually by a guardrail at least thirty-six inches high and making an angle of not more than thirty degrees with axis of the court. Section 3311 (b). 11 11 Where required exits enter an exit court (see definition, Section 404 and 3301), the exit court must discharge into a public way or exit passageway. The exits from the exit court shall comply with Section 3311 requirements for width, number, and protection of walls and openings. Basements require two exits, except basements in an individual dwelling unit. Section 3303 (a). Total width of exits in feet shall be not less than total occupant load served divided by fifty. Tributary occupant load from basements and stories above shall be per Section 3302 (b) and the maximum width required for any story shall be maintained. No point in the building shall be more than one hundred fifty feet (two hundred if sprinklered) from an exterior exit, horizontal exit, enclosed stairway or exit passageway, measured along the path of travel. This may be increased one hundred feet if the last one hundred fifty is in a corridor. Section 3303 (d) (see exceptions). Double acting doors are not allowed when serving a tributary occupant load of more than one hundred, or when part of a fire assembly, or part of smoke and draft control assemblies or when equipped within panic hardware. Section 3304 (b). Exit doors from each unit should be a minimum size of three feet by six feet eight inches with a minimum door swing of ninety degrees. Maximum leaf width is four feet. Section 3304 (e) and (f). Pteoci m ^e-h-ect- <***.<"<. r\**+- reTerertcvcL t«c^ -*=> "Mac Plan* IRegardless of occupant load, a floor or landing not more than one inch below the threshold is required on each side of an exitdoor. In R-3, and individual units in R-lf a maximum 7-1/2 inch drop may occur provided the door does not swing over the drop. Section 3304 (h). Doors should not pro j ect more than seven inches into the required corridor width when fully opened, nor more than one-half of the required corridor width when in any position. Section 3305 (d). (121) Revolving, sliding and overhead doors are not permitted as exit doors. Section 3304 (g). L19, 12 08/12/87 123 1211. Doors in the fully open position shall not reduce the required dimension at door landings by more Chan 7 inches. When a landing serves an occupant load of SO or more, doors in any position shall not reduce the landing dimension to less than one-half the required width. Section 330A (i). 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). 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. (See Title 2U where Disabled Access is required) Stairway width must be at least forty-four inches when serving fifty or more occupants and thirty-six inches when less than fifty. 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 nosings. Stairway handrails should not project more than 3-1/2 inches into the required width. Trim and stringers may not pr o j ect 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- resistive construction. 2 x @ 16" o . c . nailers. Section 3306 (m) (n). Landings should not be reduced in width more than seven inches by a door when fully open. Landings shall have a length, in the direction of travel, of not less than 44 inches. Within a unit they need not exceed 36 inches. 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) . Vertical distances between stairway landings are limited to twelve feet. Section 3306 (i). All interior stairways, ramps and escalators shall be enclosed. An enclosure is not required if serving only one adjacent floor and not connected to stairs or corridors serving other floors. Not required for R-3 or R-l stairs within a dwelling unit. Section 3309 (a). Stairway riser must be four inches minimum and seven inches maximum and minimum run shall be eleven inches except in winding, circular or spiral stairways, or private stairways serving less than 10 which may have an eight inch rise and nine inch run. Section 3306 (c). 'Src h Winding stairways are permitted only when serving R-3 or a single unit in R-l. Section 3306 (d). Provide details of winding stairway: a. Minimum tread is six inches at any point and a minimum nine inches at a point twelve inches from where the treads are narrowest. b. c. Maximum rise is eight inches. Minimum width is thirty- six inches. Section 3306 (d). 136. Spiral stairways are permitted only when ' serving R-3 or a single unit in R-l. Section 3306 (f). 13/7. Provide spiral stairway details: / a. Minimum run is 7-1/2 inches at point 12" from where the treads are the narrowest. b. Maximum rise is 9-1/2 inches. c. Minimum headroom is six feet six inches. Section 3306 (f). d. Spiral stairways must have a clear walking space of twenty-six inches between the column and handrail . Section 3306 (f). Spiral stairways may not be used for required exits when the area served is greater than four hundred sq. ft. Section 3306 (f). Provide I.C.B.O. Research Report and Number for stairway, or submit plans and calculations and approved fabricator registered with the Building Department or note that stair plans shall be submitted to and approved by the building official prior to inspection. Section 302 (b). C-l ff 8/12/87 Stairways should be enclosed as specified in Section 3309: 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. (b) Only exit doors are allowed to open into exit enclosures. (*c) Doors should be labeled one and one- half hours or one-hour fire assemblies, and noted to comply with U.B.C. Standard W-2. (d) Exit enclosures should include a corridor on the ground floor extending to the exterior. Fire- resistive construction should be as required for the exit enclosure, including protected openings. Only exit doors are permitted to open into the corridor. (o) An approved barrier is required at the ground floor to prevent people from accidentally continuing to the lower level. f/. Usable space is not allowed under the stairs. In buildings four or more stories, one stairway must extend to the roof. Section 3306 (o). f-Handrails: d. e. f. Handrails are required on each side of stairways. Stairways less than 44" wide or stairways serving one dwelling unit may have one handrail (if not open on both sides). Private stairways (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 3V above nosing of treads and be continuous. Except for private stairways, at least one rail shall extend 6" beyond top and bottom risers. Al 1 stairs shal 1 have handrai Is terminating in a newel or safety post. Section 3306 (j). •See- 4- Occupied floors more than seventy-five feet above the highest grade should have all exits from the building in smoke-proof enclosures. Section 3310 (b). The handgrip portion of all handrails shall be not less than 1-1/if inches nor more than 2 inches in cross-sectional dimension. Handrails projecting from walls shall have at least 1-1/2 inches between the wall and the handrail. Section 3306 (j). £*-«t^< h«t^ + &Vc3l/43H i-f iVs ^ V\« K-:* r<* * I • Openings in the exterior wall below or within ten feet horizontally of an exterior exit stairway in buildings over two stories shall be protected by a self-closing assembly having ' a three-fourths-hour rating, unless two separated exterior stairways serve an exterior exit balcony. Section 3306 (1). 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. Section 3306 (1). CORRIDORS Corridors, and exterior exit balconies, serving ten or more occupants must be a minimum of forty-four inches wide and seven feet high to the lowest projection. Corridors serving R-3 and individual R-l units may be thirty-six inches wide. Section 3305 (b). When a corridor or exterior exit balcony is accessible to the handicapped, changes in elevation shall be made by means of a ramp. Section 3305 (f). Corridors serving ten or more occupants in R-l or thirty in other occupancies shall have walls and ceilings of one-hour construction except: a. Corridors greater than thirty feet wide when the occupants or areas served by the corridor have an exit independent from the corridor. b. Exterior sides of exterior exit balconies. Section 330S (g). One hour fire-rated corridors shall have door openings protected by tight-fitting smoke and draft control assemblies rated twenty minutes, except openings in interior walls of exterior exit balconies. Doors shall be maintained self-closing or be automatic closing by action of a smoke detector per Section 4306 (b), doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides and top. Section 3305 (h). H7- f&~t w-V\c\€ ./12/87 10 15 i- i + 161. Total area of all openings, except doors, in any portion of an interior corridor, shall not exceed twenty-five percent of the area of the corridor wall of the room which it is separating from the corridor. Section 3305 (h). Duct penetrations of fire-rated corridor walls and ceilings shall have fire dampers per Section 4306 (j). Viewports in twenty minute rated corridor doors cannot exceed one inch in diameter and must have 1/4 inch thick glass and metal holder that will not melt at 1700 degrees F. Section 3305 (h). Openings for rubbish or linen chutes shall not be located in exit corridors or stairways. Section 1706 (c). Provide a complete architectural section of the corridor, and exterior exit balcony, showing all fire-resistive materials and details of construction for all floors, walls, roof and all penetrations. Section 3305 (g). Ceilings of combustible materials cannot be suspended below the one-hour corridor ceiling. 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). See attached details for approved methods of providing one-hour corridor construction. When two exits are required, dead end corridors and exit balconies are limited to twenty feet. Section 3305 (e). Exterior exit balconies cannot be located in areas where protected openings are required. Section 3305 (i). Where construction exists at the outer line of the exterior exit balcony, both the exterior and interior wall and openings must be protected per corridor requirements. Section 3305 (g). Elevators serving more than two floors shall not open into a required one-hour exit corridor unless the opening is protected by an approved smoke/draft control door system. In high rise buildings refer to Section 1807 (h). Section 3305. c<» !~,-\-TO \ A one-hour corridor shall not be used as an integral part of a duct system. This includes the space above a drop ceiling with the one- hour envelope. UMC Section 706 (b). L. 164, 165. 166. 167. 168. M. 1 SIGHS -5ubm\4-e|t*- 17, 174, Exit signs are required since the occupant load exceeds fifty. Show all required exit sign locations. Section 3314 (a). Show that exits are lighted with one foot candle at floor level. Section 3313 (a). at least a Show that the power supply for exit illumination and exit signs is provided by two separate circuits. (Occupant load exceeds 100) Section 3313 (b) 1. Show separate sources of power for exit illumination and exit signs. (Occupant load exceeds 100 and building has an interior exit corridor system) Section 3313 (b) 2. The exit sign locations as shown are not adequate. R-l GBfflKAL OCCUPANCY l&iuuiidflffiHTS Every apartment house three stories or more in height or containing more than fifteen dwelling units and every hotel three or more stories in height or containing twenty or more guest rooms shall have an approved fire alarm system as specified in the Fire Code. Section 1202 (b) (see exception). Draft stops above and in line with walls separating units shall be installed in the attics, mansards, overhangs, false fronts and similar concealed areas. The draft stops shall be above and in line with walls separating tenant spaces from each other and from other uses. Section 2516 (f). Every sleeping room below the fourth story shall have at least one openable window or exterior door for emergency escape or rescue. The clear opening shall be at least 5.7 sq. ft., twenty-four inches high and twenty inches wide. The finish sill height shall not exceed forty-four inches above the floor. ^««- b^i^^s Section 1204. One room must contain a minimum of one hundred twenty sq. ft. of superficial floor area. Section 1207 (b) Habitable rooms, other than kitchens, shall contain at least seventy sq. ft. of floor area. Section 1207 (b). Window area must be at least 1/10 of the floor area (minimum 10 sq. ft.) in _ .. Section 1205 (a). i Y*> a i 8/12/87 11 175. One-half of openable in_ all required window area must be Guardrails: 176,Openable window area must be 1/20 of the floor area (minimum 1-1/2 sq. ft.) in bathrooms, laundry rooms and similar rooms. Section 1205 (a). No habitable room, other than a kitchen shall be less than seven feet in any dimension. Section 1207 (c) . Show a seven foot, six inch minimum ceiling height for habitable rooms other than the kitchens. Section 1207 (a). Show a seven foot minimum ceiling height for the kitchens, halls, corridors, laundry rooms and bathrooms. Section 1207 (a). Provide thirty inches clear width in water closet compartments and twenty-four inches clearance in front of the water closet. Section 511 (a). Show corridor width to be minimum 36" within units. Section 3305 (b). Provide smoke detectors which will sound an alarm when actuated . Detectors must be permanently wired in new construction but may be battery operated in existing construction. Section 1210. Oe.w.Vy^il'j 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 on faceted glass . Section 5406 (d) 7. 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 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. Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor). Section 5406 (d) 5. b. d. Shall be installed at all unenclosed floor and roof openings. Shall be installed at open and glazed sides of landings and ramps. Shall be installed at balconies or porches more than 30" above grade or floor below. Shall be installed on roofs used for other than service of the building. Shall have a height of 42" (interior guardrails within individual dwelling units may be 36" high). Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Table 23-B. Open guardrails and stair rai lines shall have intermediate rails such that a sphere 6" in diameter cannot pass through. Section 1711. H. ROOF 18,Fire-retardant roof coverings are required for R-l occupancies which are more than two stories, or have more than three thousand sq. ft. of projected roof area, or where less than ten feet from the extremity of the roof to a property line or an assumed property line. Section 3202 (b) and 3203 (e). fire-retardant roofA Class covering is required. Specify roof slope. Roof slope is not adequate for roof type specified. Table 23-B; Section 3203 (h). Specify roof material and application. Chapter 32. Specify manufacturer and I.C.B.O. or U.L. approval number for roof materials not covered in U.S.C., e.g., tile, etc. Section 107. The maximum slope for a fire retardant built- up roof, with rock or gravel surfacing, is 3 inches in 12 inches, Section 3203 (e) 2. 8/12/87 12 v)L 0. 202. 2W. 205. 20/. The minimum slope for a fire retardant built- up roof, with cap sheet surfacing, is 1/2 inch in 12 inches. Section 3203 (e) 3. Specify minimum 1/U inch per foot roof slope for drainage or design to support accumulated water. Section 3207 (a), Section 2305 (f) and Section 2511 (d) 6. Show roof drains and overflows. Section 3207. Provide skylight details to show compliance with Sections 3M31 and 5207 or provide I^.C.B.O. approval number. -*v &<^ <-«-«„ i \f^-j^( 4" " '* Plastic skylights must be separated from each other by at least <* feet. Section 5207 (a) 6. Plastic skylights shall not be installed within 8 feet of an exterior wall located within 5 feet of a property line or assumed property line. Section 5207 (a) 7. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents. Show required area and area provided. Section 3205 (c). Provide a minimum 22" x 30" (or 30" x 30" if equipment is in attic) attic access opening. Section 3205 (c). MASomor Provide fireplace construction details. Chapter 37. Show anchored veneer support and connections attached to wood in Seismic Zones 3 and it, comply with Section 3006 (d) 1 and Section 2515 (a). Show ties and #9 wire in horizontal joints. Show height and construction details of all masonry walls. Chapter 2k. Note that cleanout openings shall be provided at the bottom of all cells to be grout filled in accordance with Table 2^-G. Cleanout shall be sealed before grouting, after inspection. 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 2310 and 2312 (j) 3. A. Provide details for damp proofing the foundation walls, below finish grade, where useable space exists on the interior side of the walls. Section 1707 (d). 209, 2lA. 212, f Show a minimum 2" airspace and flashing between planter and building walls. Section 2516 (c) 7. The masonry design strength shall be limited to f'm = 1500 psi for concrete block masonry without special inspection. KIKK Fire sprinklers are required on any story or basement when the floor area exceeds 1,500 sq. ft. and there is not provided at least twenty sq. ft. of opening entirely above the adjoining ground in each fifty 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 seventy-five feet away. . Section 3802 (b). Show standpipe class and outlet locations on the plans. Section 3806. Specify that hoses are required with the standpipes. Table 38-A. Fire sprinklers are required in a basement if any portion of a basement is more than seventy-five 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 floors shall have additional sprinkler heads installed within such chutes at alternate floors. Sprinkler heads shall be accessible for servicing. Section 3802 (b). Provide fire sprinklers • Note on the plans: "When serving more than one hundred 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. R-l occupancies over three stories shall have standpipes as required by Table 38-A. A first story as allowed by Section 702 shall be included in determining the number of stories when determining if standpipes are required as Section 702 only gives relief from Tables 5-C, 5-D and Section 505, 506 and 507. Section 702 does not give relief to the requirements of Table 38-A. 8/12/87 13 P. FRAMCTG 2/1 232. 22 224. 225, 226. 227. 2/8. 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), 2517 (a) 6. Show blocking for floor joists and rafters at ends and at support points. Section 2517 (d) 3. Show solid blocking at exterior walls on trussed roofs. Section 2517 (h) 6. 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 joist. 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" 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 25-Q. in compliance with Table 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 2S-R-3. (2301 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. 23$. Show or note fire stops at the following locations per Section 2516 (f): a. in concealed spaces of stud walls and partitions , including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall. b. at all interconnections between concealed vertical and horizontal spaces, such as occur at soffits, drop ceilings and cove ceilings j c. in concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the walls under the stairs are unfinished; and d. in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials . 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). Detail all post to beam and post to footing connections and reference the detail to the plans. Section 2516 (m). Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. xv tiRui ". c oAA-ecrHow*, -fo -* 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). [236J. Show 3" x 4" or 2" x 6" studs in first sto of three story building. Table 25-R-3. ^f 227. Provide truss details and truss calculations for this proj ect. Specify truss identification numbers on the plans. (233) Provide roof framing plan and floor framing plan. Section 302 (a) 7. '^'ro^ -fr*tirY,,i t\*\ 5 \c(.*\ *- A c*vic^. 5,"3II^K, ccwMaec-Ti r\<^ &ict^*- /T, ctvic*- ' 23(9. Provide framing sections through: Section 302 (c) '.IL, C^ 8/12/87 14 24/. 2«6. 2W. Ikf. 256. 291. 25/ 2/3. Specify all header sizes for openings over 4' wide. Section 2517 (g) 5. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (b). , . , , •*- Cr?<>-<"- ^: i*.y*-\i- Su.fa.wif <rort-p<W p|a»!*y 7» Provide "Calculations for lateral loads, shear panels, shear transfer and related. Section 302 (b). Show on the plans all structural requirements developed in the structural calculations. Section 302 (c). See additional comments below or at end. 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 or naturalresistance to decay or treated wood is used. Section 2516 (c) 4. Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. Specify plywood grade and panel identification index. Table 25-N. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). If foundation cripple wall studs are less than 14" 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 (g) 4. Show plywood sheathing over exposed eaves, or other weather exposed areas, is exterior grade. Section 2516 (g) 3. Show a weep screed at the foundation plate line on all exterior stud walls to be stuccoed. Section 4706 (e). Specify truss layout for 30" x 30" attic access, if equipment occurs in the attic. 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). aiwttiMn.au 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. Per soils report, note on the plan the soils classification, whether or not the soil is expansive, and note the allowable b value. Section 2905 (c). S^uJ Wt. C pj. /,2 <*P rzpffr-i- C-fcf>), foundation plan does not comply with the soils report recommendations for this project. Please review the report and modify design, notes and details as required to show compliance. Provide notes on the foundation plan listing the soils report recommendations for foundations, slab and building pad preparation. The soils report recommends excavations be reviewed by soils engineer. Note on the foundation plan that "Prior to the Contractor requesting a Building Department Foundation Inspection, the soils engineer shall advisa the building official in writing that: 1. the building pad was prepared in accordance with the soils report; 2 . the utility trenches have been properly backfilled and compacted, and; 3. the foundation excavations, formings and reinforcements comply with the soils report and approved plan". Provide a letter from the soils engineer indicating that the project plans and applicable documents have been reviewed and that it has been found that they are in substantial compliance with the soils report recommendations (wjsiq required by the soils report). /J/s** se« hefew Show height of all foundation walls. Chapter 23. Show height of retained earth on all foundation walls. Chapter 23. A<P^\'I,~: f\\ -f '<.- Hiis 8/12/87 15 2(j3. If cut or fill slopes exist, show distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29. >4. Note on plans that wood shall be 6" minimum 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). 266. Dimension foundation per U.B.C. Table 29-A. 27 Floors Supported* 1 2 3 Stemwai^ 6" 8" 10" Width 12" 15" 18" Depth 12" 18" 24" Tickness of Footing 6" 7" 8" ^'Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. 268. Show foundation bolt size and spacing. Section / 2907 (f). 265). Specify size, I.C.B.O. number and manufacturer / of power driven pins. Show edge and end ' distance and spacing. Section 302 (c). 270. If required by structural calculations, show / size, imbedment and location of hold down anchors on foundation plan. Section 2312 (f), 302 (c). 17i. If hold downs are required by calculations, / note on plan that hold down anchors must be tied in place prior to foundation inspection. Section 305 (e) 1. /27£. Show adequate footings under all bearing walls / and shear walls. Section 2907 (b). 273. Show on the elevations, stepped footings for / slopes steeper than 1:10. Section 2907 (c). 27A. Show minimum 18" clearance from grade to bottom / of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c) 2. 27/5. Show pier size, spacing and depth into / undisturbed soil. Table 29-A. 276. Show minimum underfloor access of 18" x 24". ' Section 2516 (c). Show minimum underfloor ventilation equal to 1 sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c) 6. Specify that posts embedded in concrete shall be pressure treated per UBC Std. No. 25-12. Section 2516 (c) 1. MECHANICAL (1985 UNIFORM MECHANICAL CODE) All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. rp. 2Sp. 2&L 281. Show the size, location and type of heating and cooling appliances or systems. all Show source of combustion air to furnace, per Chapter 6, UMC. Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC Sec. 1211. Show minimum 30" deep unobstructed working space in front of furnace. Section 505, UMC. 28£. Note on plans: "Furnace clearances to be per manufacturer's listing." Section 504, UMC. 28: 28j6. Furnace shall not be installed in any bedroom, bathroom or in a closet or confined space with access only through such room, unless specified as direct vent appliance, enclosed furnace or electric heating appliance. Section 704 UMC. Show I.C.B.O. approval number for prefab fireplace. Show height of chimney above roof approval or Table 37-B. u-pp-w" «A per I.C.B.Ololo!o , 287. Show adcess to the attic or underfloor furnace to be minimum 30 inches by 30 inches. Section 708 & 709 UMC. Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708 UMC. 28/8. Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace. Section 708 UMC. 2$9. Show details to comly furnace under the floor, roof or outside furnace. with Section 709 for or Section 710 for 8/12/87 16 29Q. Note on plan: "Gas vents and noncombustible piping passing through three floors or less shall be effectively draft stopped at each floor or ceiling." UBC Section 1706 (a) 6. (1987 All wiring shall comply with the National Electrical Code. Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels. Provide a single line diagram and load calculations including: a. b. Wiring method employed. Sizes of all conductors, switches, circuit breakers, fuses, and conduits. Approximate feeders. length of service t*. E I i d. Panel schedules. Show location of all electrical receptacles. f- f Electrical receptacle locations and/or spacing is not adequate in , Show at least one convenience outlet other than outlets for laundry, etc., outdoors, in garages and basements. NEC Art. 210-52. Note: convenience outlets in bathrooms, kitchen counter top(s) within 6 feet of the kitchen sink, outdoors, and in garages and basements (other than for laundry and similar equipment) shall be GFI protected. NEC Art. 210-8. Note electrical system ground to be provided per NEC Art. 250-81. PLCHBIHG (1985 DimTOKM PLflHBIHG CODE) Show water heater size, type plans. UPC Section 1301. and location on Fuel combustion water heater shal 1 not be installed in bath or bedroom or in a closet opening into bath or bedroom. UPC Section 1309. 30/. 302, U. 307, 309. 4. 31 Show source for providing combustion air to fuel burning water heater. If wall opening in an enclosure are used, at least one-half of the required opening area shall extend into the upper twelve inches of the enclosure and one-half within the lower twelve inches. UPC Section 1307. Provide adequate barrier heater from vehicle damage. UPC Section 1310. to protect water Show T and P Valve on water heater and show route of discharge line to exterior. UPC Section 1007 (e). Provide dryer vent to outside. UMC Section 1903. Note on the plan that hose bibbs and lawn sprinkler systems shall have approved backflow prevention devices. UPC Section 1003. Shower stall shall accommodate a 30" circle and have a minimum floor area of 1,02** sq. in. UPC 909 (d). Provide an 18" raised platform for any FAU water heater, or other device in the garage, which may generate a flame or spark, UMC Section 508, UPC Section 1310 (a). ENERGY CDHSBfYATIOM: PLEASE READ The designer shall provide an energy conservation Certificate of Compliance imprinted on the plans. This certificate shall specify the features and performance specification needed to comply with Chapter 2- 53 of Title 2k. The individual with overall responsibility for the design and the owner of the building shall sign the Certificate of Compliance. Title 20, Section 1403 (a) 2 A. (See the attached Compliance Certificate Form) Provide the completed and signed energy conservation compliance documentation forms and calculations used to show design compliance with Title 24 Energy Conservation Regulations. Show on the plans the "R" value for the walls, floors, ceiling and related areas. Show double glazing as per Energy Design, on Glazing Schedule. Show on the plan how shading requirements are satisfied. 8/12/87 17 V. 316. 317, 32S The plans are not in compliance with the energy conservation compliance package selected or design calculations provided. Show on plans conformance as follows: £=> M z. i ^ \ ^ t •; f c^- -ec.- W ej^ i' V-* f, /\ Specify on the building^ plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements". Energy conservation design should be for Zone _ . See attached energy packages. R-l Show details for waterproofing masonry walls below grade where interior finished floor exist (City Policy No. 80-8). All new residential buildings, including additions, require a soils report. Please submit two copies. Parapets are not required when a four-hour wood wall is constructed to avoid installing a sprinkler system required only by City Ordinance. If the wall is also serving as a U.B.C. required separation wall, parapets are required unless the code specified constructions, in-lieu of parapets, are provided. New residential units must be pre-plumbed for future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof. (City Ordinance No. 8093) Note "two 3/4" copper pipes must be installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most sough facing roof. (City Ordinance No. 8093) All piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (City Policy). Condensate drains must connect to a wet trap as dry traps are not permitted. (Memo 1/14/83). •^xs-a. t>«-\,CK>J. P. & T. valves cannot drain to an upright sink basin; they must drain to floor drain, floor sink or to the outside. (Memo 2/2/83). 326. 18.04.260 Section 3802fb>5 and 6 added- Automatic Fire Extinguishing Systems. Section 3802(b) of the Uniform Building Code is amended by the addition of Subparagraphs 5 and 6 to read: 5. In all buildings, which are two or more stories in height and where the floor level of one or more stories or a basement lies below the lowest point of vehicular access for fire department apparatus, as determined by the Fire Chief. 6. In all buildings, where the aggregate floor area of all floors exceeds 10,000 square feet. EXCEPTIONS: (i) Where a four-hour rated area separation wall with no openings or penetrations therein has been constructed such that no aggregate floor area between such walls exceeds 10,000 square feet, (ii) Where a sprinkler system has been approved and installed according to the Carlsbad Fire Department Standards for Residential Sprinkler Systems. This shall apply only to residential occupancies of Type V construction and the sprinkler system does not qualify the buildings for the area increase or substitutions cited in Chapter 5 of this building code. If, however, a "standard" sprinkler system is installed, the area increase or substitutions cited in Chapter 5 of the UBC may be used, (iii) In residential occupancies of Type V construction, two adjacent two-hour rated fire walls, with no openings, except one approved penetration for utilities, will be permitted. The walls must conform to all provisions of the most recently adopted Uniform Building Code and be approved by the Building Official and the Fire Chief". (iv) Four hour area separation walls provided to allow omission of sprinklers are not required to have parapets and extensions as required per UBC Section 505(e). However, when such four hour walls serve a dual purpose, i.e., are also used as an area separation wall for building code purposes, all requirements of UBC Section 505(e) be based on the hourly rating required of the wall based on the UBC rather than the four hour wall rating. The Fire Department has ruled, and the building official has concurred, that a planned unit development, with property lines between (R-3) must conform to the 10,000 sq. sprinkler ordinance, even though each unit '— ' ' walls on each side of the ft Show fans are duct type; City permit ductless fans. Policy does not has two 1-hour property line. The use of flexible metal conduit as a grounding means must comply with City Policy 84-36. 08/1287 18 329. 336. 3M. Note horizontal feeders in multiple occupancy combustible frame dwellings, except duplexes, shall be installed underground or outside the building unless approved by the Building Official. (City Policy 84-37). UFER Ground is required. (City Policy). Show the ampere rating of the electrical service. Romex is not permitted in industrial buildings. No wiring is permitted on the roof of a building and wiring on the exterior of a building requires approval by the Building Official. Type MM and Type NMC may be used in residential construction not exceeding two stories and three story residential structures if the Building Official approves. Provide single line if service exceeds 200 amps. Electrical sub-panels cannot be in concealed locations. (City Policy 80-10). Condominium units, either R-l or postage stamp R-3's, less than 1,000 sq. ft. must have minimum 60 amp service and those over 1,000 sq. ft. must have minimum 100 amp service. (City Policy 83-33). 34 Provide details of roof drains compliance with City Policy 84-35. to show All structures require fire retardant roof covering. In other than single family dwellings, wood beams supporting more than one floor or one roof in a fire-rated floor ceiling assembly must be individually protected per NRB-250, or be changed to steel protected per Table 43-A, or may be fire retardant treated heavy timber or glu-lam, or the area can be sprinklered in lieu of the fire rating (Memo 12/6/83). In type V-one-hour provide one-hour protection on the structural beams and columns supporting the exit system. Floor drains Policy). must have auto-prime (City Polybutylene and C.P.C.V piping for residential hot or cold water piping is not permitted (City Policy, Memo 1/26/82). For R-l occupancy City Ordinance 9792 requires single car garages have minimum clear area 12x20; double garage needs minimum 20x20. No washing machines, etc. in clear space. p 3W / 3W. See additional corrections, or remarks, on attached sheet. 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 at Esgil Corporation. Thank you. Enclosures: 1.. 2.. 3. are 4- E*\Q.YN-=. a r-e •£, u b m L ~f- 3V 7.la.ra^ ft /a* of ie run* a re Q ^ . *- tor 55?. _jy»g. m.cc /><A- <-/, r t/t -J Ua I-P. Sac. 08/12/87 19 521 -ft. 14 tMf 355 _tl \ KcrS )r^^ •^r . C 3 -C?" )/D/ Dl Wr * * IUtL •&/& <?load *%? to /i'ine /Vc^fe 7 t#et II 0/7 S 5 irt-soec---fte»\14*. . -filial uJf/G/t/)4 ^^ J i&C de-frai/-5 ^r-P , no-i/ TT-P ^ p/t^a^e. \\+*-\-}fy. ^~7C.. ^jnC A-lc<=>. 3 K en/v a o-P U S5 h.a W f tV\c<--f a. ((w\ ( Aa m-e i tc, L^ c/ 370.The. P -P >*! J7/-£<^Jia. Vv ^T ttv •j-h-e- 1 ,/ -faa rc-e*> 5/3gc/ A/ 3 K^t.' c^^i^r&^c- on J'hc l«rv^ />^.r Da • ^/S gr //I-P/>^. '^o 377-/, » / y r rrtegcfni/e. *yigp/n&-yvr ^5Tgg/ ac.fo**<> /AMJf?& j-gcgg. -hg-r dgyaQ A ^mo p ie-hf la.^^. ctrg an <&t/ Cor ELECTRICAL PLAN CORRECTION SHEET -— DATE: PLAN CHECK NUMBER: Of— S 7 2L 1. } Submit complete electrical plans and© © specifications. "TV? (\ & / C- > /- ] '"' v J /^/?cT/? - •• 2.) Submit plan showing location of all services /S£5Cj/V C £$ f/? is^iTsZ, tf ft /v/sJ/Sj^n /5b f^'i'fi'rAfcT) jt. Submit complete one-line diagram of service and feeders, V. Indicate the grounding system to be installed for building service. ^X- Indicate ampere interrupting capacities (AIC) of service and subservice equipment. NEC 230-65/110-9. ft* Indicate sizes of fuses and/or circuit breakers. ^X Indicate fuse symbols to show fault currents are limited to 10,000 amps on branch circuits. JJfl If fuses are not used to limit fault currents on branch circuits to 10,000 amps, specify method to be used. 9.J Submit plan showing location of all switchboards. 10.) Indicate dimension of switchboards and control panels rated 1200 amperes or more. NEC 110-16(c). Submit plan showing location of all transformers. 12. Indicate the grounding system to be installed for transformers. NEC 250- //J WAGGONER FLAN CHECKER: Q OWEM DILLON 15. Provide overcurrent protection on the secondary side of transformers. NEC 240- 21/384-16(d). Submit plan showing location of all panels. 15.)Submit panels schedules. 16. Specify conduit and wire sizes. * Specify aluminum or copper conductors and type of insulation. l8 J Show approximate length of feeders. Specify electrode conductor size and type wire, (aluminum or copper) 20. Submit electrical load calculations. 2*"". Indicate existing service size. asf. Indicate existing building load. . Indicate new additional loads. . Indicate wiring method. 25J Show exit signs on the electrical lighting plan. Mote: Power for exit lights and emergency lighting oust conform to the 1985 UBC Sections 3313 and 331*. [26.)Provide receptacle(s) within 25' of the roof mounted A/C units. UMC Section 509. 27.) Provide multiple switch lighting controls per CAC, Title 24, 2-5319. / - , • , , -'// i ,-• . / '^/ .- — - •-- - -^i-r c-C— OAny questions on electrical please contact the plan checker shown above, at Esgil Corporation at (619) 560-1468. Thank you. )' //>J 0&/31/B7 SAN D ! I C Z AREA ELECTRICAL NEWSLETTER THI »AM oi»»o Airt* wrrx rm conriMtnci or BUH-DINO or FICIAL* *«-«ov« TMI CONTENT CH CH CODE ft£fm«CE 230-2 SUBOEa HUKBER OF SERVICES PUBLISHED - REVISED APS S7 PLAQUE / SERVIC 2 T" 7HERE 15 I OTMEK SERVICE OW TH/S " BUILD I HG AS SHOWW 8EL0V/ .. T/VC SWADfiD ARJTA INDICATES THE ABE" A. CONTROLLED T/y/5 OR. VJlTri /*J TO BE . p\l '" .r" 394. Show T and P Valve on water heater an< shbw route of discharge line to exterior. UPC\ Section 1007 (e). 395. \Provide dryer vent to outside. UMC, Section 1903. 396. Kite on the plan that hose bibbsf and lawn sprinkler systems shall have approved^ backflow prevention devices. UPC, Section 1903. 397. Show's tall shall accommodate/a 30" circle and have a minimum floor area of 1,024 sq. in. UPC 909 (d). 398. Provide Jui 18" raised pla'tform for any FAU water heater, oV other device An the garage, which may generate a flame oy spark, UMC Section 508,\JPC, Sectiqh 1310 (a). U. KHERGY COHSERVACIOH;READ State regulations (Cilifrfrnia Admin. Code) require that the design/satisfy one of the attached alternative energy packages or submit calculations. The lay also requires that many mandatory conservation items be satisfied. 399. Show on the Title Sneet of the plans, the required elements of the alternative energy package that was Delected, and next to each element show how/you are complying with each element. If calculations were used, provide similar data orr the plans. 400. The plan sheet showing th& required elements of /he selected energy package, and listing the/design elements showing compliance with that (Selected package, must be signed by either the owner or a licensed professional, i.e., architect, engineer or contractor. A design professional must note his/heA state number. Section 1403 of Titl^ 20. tfQl. Show on the plans the "R" value for the walls, floors, ceiling and related areas. 402. \Show double glazing as per Energy Design, on Glazing Schedule. 403. ShoWvon the plan how shading requirements are satisfied. 404. The plans are not in compliance with the energy conservation compliance package selected or design calculations provided. Show on plans conformance as follows: V/\ the405. Specify on the building plans all of the luandatory energy^conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements". 7 406. Show pie size, type, make, model and location of the space heating- (or cooling) system and provide energy calculations if the output >TU/Hr. exceeds 45,000. 407 Zo: Energy conservation design should be . See attached energy packages. [CE OF THE STAIP APrffTTRTI HAHDICAPPED ACCESSIBTT.TTY OTEnLKTIOHS AFPT-TPAWT-B TO HOTELS. HOTELS. AND DOKHTIORY BOILDIHGS OR COMPLEXES NOTE: The items listed are Specific Requirements for the hotel, motal and dormitory buildings or complexes. 408. Designate on the plan at least one guest or dormitory room, together with their sanitary facilities, for each 25 rooms or fraction thereof, up to 100 and one additional room for each 40 or fraction thereof over 100. Provide access to those rooms for the physically handicapped. Section 2-1213 (a) 1. 24 3/31/86 (4091 When guest or dormitory rooms are provided with kitchens* at least one and no less than one for each 25 such rooms shall be accessible to the physically handicapped. Designate those complying rooms on the plans. Section 1-1213 (a) 5. fta room containing permanent cooking facilities. Provide plans and elevations for guest or dormitory rooms with kitchens, designated for compliance with Section 2-1213 (a) 5, to show kitchens are designed and will be constructed to provide: A. A minimum clear space of 60 inches between cabinet fronts, countertops, or walls for all U-shaped kitchen areas, and a minimum clear space of 48 inches for all other kitchen designs. Section 2-1213 (b) 2. B. A minimum linear length of 30 inches of countertop shall be provided for the kitchen sink, and a minimum linear length of 30 inches of countertop shall be provided for a work surface, both of which shall be a minimum height of 28 inches. The sink and work surface may be a single integral unit, or be separate components. The base cabinets directly under sink and work surface counter areas shall provide 28" minimum clearance for a wheelchair. Section 2-1213 (b) 3. C. Lower shelving and/or drawer space shall be provided in the kitchen at a height of no more than 48 inches. Section 2-1213 (b) 4. . Show 44" level and clear on each side of entry to the kitchen units that are accessible to the handicapped. Section 2-3304 (h) 2B. 1-121 Show entrance doorways to all bathrooms, in all guest rooms or dormitories on all accessible levels, have an 18" clear space to the side of the strike edge of the door. Section 2-1213 (d) 1. *13i Show bathroom doors in all guest rooms or dormitory rooms on accessible levels, will have a clear opening of 32" and will be either sliding doors or will swing in the direction of egress from the bathroom. Section 2-1215 (d) 5, exception No. 1. (41W. Provide details on the plans to show the sanitary facilities in the handicapped accessible designated rooms or dormitories, comply with Section 2-1213 (d). /. Per Section 2-1213 (d) 2, If shower compartments are provided they shall comply with the following, per Section 2-1215 (d) 2 and 2-511 (a) 9 A.: 1. Minimum width 42", minimum depth 48", minimum entrance opening 36". ; 2. Maximum threshold drop of 1/2", beveled at 45 degrees. 3. Floor slope to rear to drain within 6" of rear wall, maximum slope any direction 1/2" per foot and floor surfacing carborundum of grit faced tile or equal. 4. Accessories shall include a folding seat opposite the controls and 18" above the floor, grab bars shall be 24" by 36" with the 36" side on the shower head and controls wall. Grab bars to be 33" to 36" above the floor. Soap dish shall be on the controls wall and 40" above the floor. 25 3/31/86 Per Section 2-1213 (d) 3, provide a minimum space 48" parallel and 30" perpendicular to the side of a bathtub or bathtub shower combination. The space may include the maneuverable area under the lavatory. Per Section 2-1213 (d) 4, water closet to be 17" to 19" high with 36" ^\ wide by Ag^lony clear .space in(fronp ^^ of WC, which may include maneuverable space under the lavatory. Doors shall not infringe on the space.. Per Section 1213 (d) 5. (S\ Provide grab bars located on each side,.or one side of the back of the physically handicapped toilet stall or compartment, shall be securely attached 33 inches above and parallel to the floor. Grab bars at the side shall be at least $2 incSesTJlong with the front end positioned 2k inches in front of the water closet stool, and grab bars at the back shall be not less than 36 inches long. The gripping surfaces of a grab bar shall be 1 1/4 inches to 1 1/2 inches or the shape shall provide _an equivalent gripping surface. If.grab bars are mounted adjacent to a wall, the space between the wall and the grab bars shall be 1.5 inches. Provide a clear floor space, 30" x 48", on an accessible route and extending into knee and toe space beneath the lavatory. Maximum height to bottom of mirror is 40". Toilet tissue dispenser shall be located on the wall and within 12" of the front edge of the toilet seat. Every entry, opening or passage door opening into any area on accessible levels (not just handicap accessible guestrooms) shall have a minimum clear and unobstructed opening of 32 inches with the door open 90 degrees. Section 2-1213 (a) 2. (Excluding storage, utility, etc.) All public and common rooms and areas be handicap accessible. ^-"^ c««*pM* Section 2-1213 (a) 3. (417). Miscellaneous sports and recreation facilities, within the complex must be accessible to the physically handicapped, i.e., tennis, raquetball,. handball, gymnasium, and exercise rooms, clubrooms, sanitary and locker facilities, etc. Swimming pool deck areas must be provided to assist handicapped persons in entering the pool. Section 2-611 (c). {418/, Entrance doors to all rooms or dormitories on accessible levels shall have lever type hardware, or when the unlatching operation is key operated, large bow keys shall be provided per section 2-3303 (c) 3. Please see the attached "Title 2k Disabled Access Regulations" that have general application to this project, i.e., walks and sidewalks, hazards, parking, sanitary facilities (other than those in the designated handicapped accessible rooms or dormitories), waterclosets, urinals, lavatories, drinking fountains, doors and hardware, corridors and exit balconies, stairways, ramps, elevators, telephones, electrical and specific occupancy requirements within the R-l major occupancy. 420. Please see additional corrections, or remarks, on the following page. 26 3/31/86 TITLE 24: DISABLED ACCESS REGULATIONS |NON-RESIDENTIAL CHECK LISTJ AT EACH CIRCLED ITEM, NOTE THE PLAN SHEET THAT SHOWS THE CORRECTION. A.JWALKS AND SIDEWALKS {SEC, 2-3325 ) ^—'I. W»lki and sidewalk* shall h*vc a continuous com- mon surface, not Interrupted by itcpi or by abrupt changes in level exceeding V> inch, and shall be a minimum of 48 inches in width. 2. Surfaces with a slope of less than 6 percent gradient shall be at least as slip-resistant at that described as a medium salted finish. 3. Surfaces with a slope of 6 percent gradient or greater shall be slip-resistant. 4. Surface cross slopes shall not exceed % inch per foot. 5. Walks, sidewalks and pedestrian ways shall be free of gratings whenever possible. For gratings located in the surface of any of these areas, grid openings in gratings shall be limited to Vt inch in the direction of traffic flow. 6. When the slope in the direction of travel of any walk exceeds 1 vertical to 20 horizontal it shall comply with the provisions for Pedestrian Ramps. 7. Abrupt changes in level along any accessible route shall not exceed W inch. When changes in level do- occur, they shall be beveled with a slope no greater than 1:2 except that level changes not exceeding W inch may be vertical. When changes in levels greater than V) inch arc necessary they shall comply • with the requirements for curb ramps. 8. Walks shall be provided with a level area not leu than 60 inches by 60 inches at a door or gate that swings toward the walk, and not less than 48 inches wide by 44 inches deep at a door or gate that swings away from the walk. Such walks shall extend 24 Inches to the side of the strike edge of a door or gate that swings toward the walk.9. All walks with continuous gradients shall have level areas at least 5 feet in length at intervals of at least ^_^^ every 400 feet. MUHAZARDS (SEC. 2-33.26) — 1. Warning curbs. Abrupt changes in level, except between a walk or sidewalk and an adjacent street or driveway, exceeding 4 inches in a vertical dimen- sion, such as at planters or fountains located in or adjacent to walks, sidewalks, or other pedestrian ways, shall be identified by curbs projecting at least 6 inches in height above the walk or sidewalk surface to warn the blind of a potential drop off. When a guardrail or handrail is provided, no curb is required' when a guide rail is provided centered 3 inches (plus or minus one inch) above the surface of the walk or sidewalk: the walk is 5 percent or less gradient orno adjacent hazard exists. 2. Overhanging Obstructions: Any obstructions that overhangs a pedestrian's way shall be a minimum of 80 inches above the walking surface as measured from the bottom of the obstruction. ARKING (SEC. 2-7102) 1J The following table establishes the number of handi- capped parking spaces required: Total Number of Number of Handicapped Parking Parking Spaces Spaces Required 1 - 40 141 - 80 2 81-120 3 121-160 4 161-300 5301-400 6 401-500 7 over 500 I for each 200 additional spaces provided When less than 5 parking spaces are provided, one shall be 14 feet wide and lined to provide a 9 footparking area and a 5 foot loading and unloading arej. {2j Physically handicapped parking spaces shall be lo- caied as near as practical to a primary entrance. If only one spjce is provided, it shall be 14 feet wideand lined to provide a 9 foul parking area and a 5 foot loading and unloading area. When mure than one space is provided in lieu of providing a 14 foot wide space for each parking space, two spaces can be provided within a 23 foot wide area lined to provide a 9 foot parking area on each side of a 5 foot loading and unloading area in the center. The min-imum length of each parking space shall be I S feet. In each parking area, a bumper or curb shall be pro- vided and located to prevent encroachment of cars over the required width of walk wry s. Also, the space shall be so located that a handicapped person is not compelled to wheel or walk behind parked cars other than their own. Pedestrian ways which are accessible to the physi- cally handicapped shall be provided from each such pa/king space to realted facilities, including curb cuts or ramps as needed. Ramps shall not encroachinto any parking space. EXCEPriONS: 1. Ramps located at the front of physically handicapped parking spaces may encroach into the length of such spaces when such encroachment does not limit a handicapped person's capability to leave or enter their vehicle thus providing equivalent facilitation. Surface slopes of parking spaces for the physically handicapped shall not exceed Vi inch per foot in any direction. 5.) Entrances to and vertical clearances within parking structures shall have a minimum vertical clearance of 8 feet 2 inches where required for accessibility to handicapped parking spaces. Handicap parking identification signs shall bo provided as required by Section 2-7102(e) in the following locations: •. On the pavement within each required park- ing space b. At the entrance to the parking facility. 2. ' D.JSANITARY FAC1 LJT1ES (SEC. 2-511) ^» — ^ v( Where separate facilities are provided for non-handi- / capped persons of each sex, separate facilities shall be provided for handicapped persons of each sex also. Where unisex facilities are provided for non- handicapped persons, such unisex facilities shall be provided for the handicapped. Where sanitary facilities are located on accessible floors of a building, they shall be made accessible to the physically handicapped. ( S. {Passageways leading to sanitary facilities shall have aN _ /clear access width as specified in Chapter 33. All doorways leading to such sanitary facilities shall have: a) A clear unobstructed opening width of 32 inches.b) A level and clear area for a minimum depth of 60 inches in the direction of the door swing « measured at right angles to the plane of the 1nor in its closed position, and 44 inches where ;he O door swings away from the level and clear area. Multiple accommodation toilet facilities shall liavethe following: a/ A clear space measured from the floor to a height / of 27 inches above the floor, within the sanitary facility room, of sufficient size to inscribe acircle with a diameter not less than 60 inches, or a clear space 56 inches by 63 inches in size. Doors other than the door to the handicapped toilet compartment in any position may encroach / into this space by not more than 12 inches. A water closet fixture located in a compartment shall provide a 28 inch wide clear space from afixture or a 32-inch wide clear space from a wall at one side of the water closet and a 48 inch long clear space in front of the water closet if the compartment has an end opening door (facingthe water closet). A 60 inch minimum length clear space shall be provided in a compartment with the door located at the side. Grab bars shall not project more than 3 inches into the clear spaces as specified above. fcj) A water closet compartment shall be equipped with a door that has an automatic closing device, and shall have a dear unobstructed opening width of 32 inches when located ai~the end and 34 inches when located at the side with the door positioned at an angle of 90 degrees from its closed position. Except for door opening width* and door swings, a clear unobstructed acceti notless than 44 inches shall be provided to water closet com part mentj designed for use by the handicapped and the space Immediately in front © of a water dosct compartment shall be not less that 48 inches as measured at right angles to com- partment door in its dosed position. 5.) Sinqla aceonnodation toilet facilities shall have the following; There ahall be sufficient space in the toilet roon for a wheelchair meas- uring JO inches wide by 48 inches long to enter the room and pernit the door to close. The water closet shall be located in a space which provides a 18 inch wide clear space from a fix- ture or • 32 inch wide clear space from a wall at one side of the water closet and 48 inches of clear space in front of the water closet. In an existing building a single accommodation toilet facility may have the water closet fixture located in a compartment which provides a clear space of not less than 36 inches wide by 48 inches long in front .~~ of the water closet. ( 7. JCrab bars located on each side, or one side of the V /back of the physically handicapped toilet stall or compartment shall be securely attached 33 inches above and parallel to the floor. Crab bars at the side shall be at least 42 inches long with the front end positioned 24 inches in tront of the water closet stool and grab bars at the back shall be not less than 36 inches long. The diameter or width of the gripping surfaces of a grab bar shall b« 1!4 inch to 1W inch or the shape shall provide an equivalent gripping surface. If grab bars arc mounted adjacent to a wall, the space be- / tween the wall and the grab bars shall be 1W inches. A dear floor space 30 inches by 48 inches shall beprovided in front of a lavatory to allow a forward approach. Such dear floor space shall adjoin or overlap an accesible route and shall extend, into knee and toe space underneath the lavatory. Where urinals are provided, at least one shall have a clear floor space 30 inches by 48 inches in front of the urinal to allow forward approach. Wiere facilities for bathing are provided for the public, clients or employees, Including •hovers, bathtubs or lockers, at least one such facility shall comply with the handi- cap access standards in Section 2-511(a)9. I/ft inch thick identification symbols shall be provided on doors to sanitary facilities. A 12 inch triangle for men and 12 inch dia- meter circle for women is retired. WATER CLOSETS (SEC. 5-1502) 1, The height of accessible water closets shall be a min- imum of 17 inches and a maximum of 19 inches measured to the top of the toilet seat. Flush controls shall be operable by an oscillating handle with a maximum operating force of 3 Ib or by a remote low voltage button. The handle or button shall be located so they are operable without requiring excessive body movement. F.) URINALS {SEC. 5-1503) 1. Where urinals are provided at least one elongated rim at a maximum of 1 7 inches above the floor is required. 2. Flush controls shall be hand operated, and shall be mounted no more than 44 inches above the floor. (C.VAVATORIES(SEC. 5-1504) ^-—•'I. Lavatories shall be mounted with a clearance of at least 29 inches from the floor to the bottom of the apron with knee clearance under the front lip ex- tending a minimum of 30 inches in width with 8 inches minimum depth at the top. Toe clearance shall be the same width and shall be a minimum of 17 inches deep from the front of the lavatory. 2. Hot water and drain pipes under lavatories shall be insulated or otherwise covered. There shall be nosharp or abrasive surfaces under lavatories. 3. Faucet controls and operating mechanisms shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. The force r(-quired to activate controls shall be no greater than 5 Ib. Lever-operated, push-typr and electronically controlled mechanisms are examples of acceptable designs. Self-dosing valves arc allowed if the faucet remai.is open fur at least 10 seconds. H.JDRINMNG FOUNTAINS (SEC. 5-1307, 2-511) 1. The drinking fountain shall be t minimum of 18 inches in depth and there shall be clear and unob- structed spaces under [he drinking fountain not less than 27 inchci in height and 18 inchci in depth, the depth measurements being taken from the front edge of the fountain. A tide approach drinking fountain ii not acceptable. 2. The bubbler shall be activated by a control which Ji easily operated by a handicapped person such ai a hand-operated lever type control located within 6 inches of the front of the fountain, a push barcontrol along the front of the drinking fountain, etc. The bubbler outlet orifice shall be located within 6 inches of the front of the drinking fountain and shall be within 36 inches of the floor. The water ttream from the bubbler shall be substantially parallel to the front edge of the drinking fountain. S. Where water fountains are provided, they shall be located completely within alcoves, or otherwise positioned so as not to encroach into pedestrian way*. I.pOORS Se HARDWARE (SEC. 2-3301, 3304) ^—X. All primary entrances to buildings shall be made ©accessible to the handicapped. Hand activated door opening hardware shall be centered between 30 inches and 44 inches above the floor. Latching and locking doors that are hand acti- vated and which are in a path of travel, shall be oper- able with a single effort by lever type hardware, by panic ban, push-pull activating bars, or other hard- ware designed to provide passage without requiring the ability to grasp the opening hardware. Locked exit doors shall operate as above in egress direction. Doors to individual hotel or motel units shall oper- ate similarly, except that when bolt and unlatching operation is key operated from corridor or exterior side of unit door, large bow keys (2 inch) full bow or 114 inch (half bow) shall be provided in lieu of lever type hardware on the corridor side. Separate dead lock activation on room side of corridor doors in hotels or motels shall have lever handle or large thumb turn in an easily reached location. Width and Heights. 1. Every required exit doorway shall be of a size as to permit the installation of a door not less than 3 feet in width and not lest than6 feet, 8 inches in height. When installed in exit doorways, exit doors shall be capable of opening at least 90 degrees and shall be so mounted that the clear width of the exitway is not less than 32 inches. For hinged doors, the opening width shall be mea- sured with the door positioned at an angle of 90 degrees from its closed position. At least one of a pair of doors shall meet this opening width require- ment. Revolving doors shall not be used as a required entrance for the physically handicapped. I Maximum effort to operate doors shall not exceed 8.5 pounds for exterior doors and 5 pounds for interior doors, such pull or push effort being applied at right angles to hinged doors and at the center plane of sliding or folding doors. Compensating devices or automatic door operators may be utilized to meet the above standards. When fire doors are required, the maximum effort to operate the door may be increased not to exceed 15 pounds. Construction. The bottom 10 inches of all doon except automatic and sliding shall have a smooth uninterrupted surface to allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. Where narrow frame doors are used, a 10 inch high smooth panel shall be installed on the push side of the door, which will allow ihc door to be opened by a wheelchair footrest without creating a trap or hazardous condition. Thresholds shall not exceed V> inch in height. Where turnstiles are used a door or gate that is accessible to the handicapped shall be provided within 30 fret. /There shall be a level clear area on each side of an exit or passage door. Provide 60 inches clear in the direction of the door swing and 44 inches on the side opposite the door awing direction. Measurements are to be at right angles to the cloaed door. 102385 PAGE 3 Iff* The width of the required level area on the side f into which the door swings shall extend 24 inches past the strike edge for exterior doors and IB , inches past the strike edge for interior doors. W. The space between two consecutive door openings f in a vestibule serving other than a required exit stairway shall provide a minimum of 48 inches of clear space from any door opening into the vestibule when the door is open 90°. Doors into a vestibule shall swing in the same direc- tion or they both shall swing away fro« the vestibule. . _ CORRIDORS AM) EXIT BALCONIES ('SEC. 2-3305) 1. Corridors that exceed 200 feat in length shall: a< Have a minimum clear width of 60 inches; b. Have at a central location, a 60 inch x 60 inch minimum wheelchair turning/passing space; or c. Have at a central location, an intervening cross corridor (minimum 44"); or d. Have at a central location, an openable door which provides complying access to an area adjacent to the corridor. K. ) STAIRUAlfS (SEC. 2-3306) 1. handrails shall extend a minimum of 12 inches beyond the top nosing and j.2 inches plus the tread width beyond the bottom nosing. 2. The handgrip portion of handrails shall be not less than 1-1/4 inches nor nore than 2 inches . in crass-sectional dimension or the shape shall provide an equivalent gripping surface and shall have a smooth surface with no share corners'. 3* The upper approach and the lower tread of each interior stair and every tread of exterior stairs shall be marked by a strip of clearly con- trasting color, at least 2 inches wide, placed parallel to, and not more than 1 inch from the nose of the step or landing to alert the visually impaired. (Applies to stairs with 2 or more riaera) 4. Open stairways are not permitted. Risers shall be sufficiently solid to prevent the passage of objects larger than 1/4 inch. 5. Tread surfaces shall be slip-resistant and shall have smooth, rounded or chamfered exposed edges. The lower front edge shall be beveled or rounded. 6. Nosing shall not project more than 1-1/2 inch past the face of the riser below. L.JRAMPS (SEC. 2-3307) 1. The slope of a ramp shall not exceed 1 in 12. 2. The top landings on a ramp must be at least 60 inches in depth. 3. If a door swings onto a top landing the landing depth shall be not lejj than 42 inches plus the width of the door. 4. The top landing shall have a width not less than iti depth. 5. The top landing shall extend not less than 24 inches beyond the strike side of the door at exterior rampi and 18 inches at interior ramps. 6. The bottom landing shall be not less than 72 inches deep. 7. Intermediate landings shall be provided at turns and whenever the change in level exceeds 30 inches, 8. Intermediate landings on straight ramps shall have a depth of not less than 5'-0". Intermediate landings on ramps that turn greater than 30 degrees shall be not less than 6 feet in depth. 9. Ramps shall be not less than 4 feet wide. 10. Ramps serving a primary entrance for an occupant load of 300 or more shall be not less than 5 feet wide. 11. Handrails shall be placed on each tide of etch ramp and shall extend 12 inches beyond the top and bottom of the ramp. 12. Surfaces of rampi shall be slip reiiitant. EVAtORS (SEC. 2-510J) At laaat one alevator shall hav« * minimum _in-; aide car platform of 6 feat 8 inchea wide by 4 feet y inches deep with a minimum clear opening width of 42 inches in buildings more than three stories in height and in all buildings where elevators are required. Passenger elevators in buildings other than those required in No. 1 above and serving an occupant load of more than 50 shall have a minimum inside car platform of 5 feet fl inches tide by 4 feet 3 Inches deep. Doors shall be 3 feet clear aide slide-type. J. Passenger elevators in buildings other than those required in No. 1 above and serving an occupant load of less than 50 shall have a minimum inside car platform of 4 feet 6 inches wide by 4 feet 6 inches deep. The door opening shall be at least 2 feet 8 inches clear width. My All passenger elevators shall have handrail lo- cated 2 feet 6 inches to 2 feet 10 inches above ^^^ the car platform. Qjy Elevator car operation buttons need to be with- in reach of wheelchair users and of a type that blind or partially lighted persons can identify as required by Section 2-5103(m) p* Wheelchair lifts shall comply with Sec.2-5106 R£FUC£ AREAS (SEC. 2-3303 )(FIRE MARSHAL REGULATED OCCUPANCIES) 1. Every multi-story building where access is pro- vided for the physically handicapped shall have designated (signed) rooms or areas on each floor to provide safe refuge for the handicapped. Refuge areas are not required on stories opening to grade or with ramps to grade or in stories used only as service basements or only for park- ing. 0^ TELEPHONES (SEC. 2-511) 1. General. If public telephones are provided, they •hall comply with Section 2-51l(d) ELECTRICAL 1. Electrical receptacles (IS, 20 and XI amps) shall be at least 12 inches above the floor. Section 3-21Q-50(e) 2. Switches and controls for lights, appliances, cooling, heating and ventilating equipment shall be not less than 3 feet nor more than 4 feet above the floor. Section 3-380-8 C C) 3. Tire alarm initiating devices shall be 48 inches above the floor, ground or sidewalk. Section 3-760-3.1 SPECIFIC OCCUPANCY REQUIREMENTS Chapters 2-6 through 2-14 have specific occupancy requirements for access in addition to the general requirements listed above. Provide notes and de- tails to comply with © 102385 Datei Prepared byt -V \-j-er CITY OF CARLSBAD VALUATION AND PLAN CHECK FEE Hldg, Dept. Esgil PLAN CHECX NO. BUILDING ADDRESS . APPLICANT/CONTACT BUILDING OCCUPANCY RUB TTPE OF CONSTRUCTION TT-/lr PHONE NO. DESIGNER PHONE ( CONTRACTOR PHONE BUILDING PORTION tio+^l Fk.rkif\Gt &>.l#if F^4/&?flie.* Air Conditioning Commercial Residential Res. or Comm. Fire Scrinklera Total Value BUILDING AREA 5?. f V^ 43; HH IS, $^H 5 . <^^ V /J7. ^^W //V, S-3T7 VALUATION MULTIPLIER SS.CPC? d?6-c?c? "^ 3V. 0<^ <?. 5^ 8 ^-®^ (3 @ A5c? VALUE 3,2^-7; 1^$ 1, 15 I.-7H1/ HOS, 1 S?^ 53, g£« "55, '-x^5 \~] 1 , H-5 / 5, Oft"?, OX 1 Building Parnit Taa $ Plan Chnck re« S C 0 H ME N TS; "bm^W T it C > *"• > •MfoQ \MNwt CO "OV .£ Vcc: j K <U•*-> fl)Q >. CQ 13V V '> Vo:Reviewed By: DateDate: I/- 30 '87 Plan Check No. 87-592 Project Address-.ytfr^fl^sa Project Name: C^L&^D &WD. Field Check Date: ENGINEERING CHECKLIST LEGEND / SAo 6tVP- fi—jS I-JOTBL 1,2,3 By: LEGAL REQUIREMENTS Site Plan Item Complete Item Incomplete Your Action - Needs N umbe r in circle indicates plancheck number that deficiency was identified n n n n n n n 0 D n 1. 2. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway and percent (%) grade and drainage patterns, 3. 4. Provide legal description of property Provide assessor's parcel number. PERMITS REQUIRED Grading n n n 5. Grading permit required. (Separate submittal to Engineering Department required for Grading Permit). 6. Grading plans in plan check PE 2.06.3*1 7. Need the following completed prior to building permit issuance: A. Grading plans signed. B. Grading permit issued. C. Grading completed. D. Certification letter and compaction reports submitted. E. Grading inspected and permit signed off by City Inspector. 8. Right-of-Way Permit required for work in public right-of-way (e.g., driveway approach, sidewalk, connection to water main, etc). 9. Industrial Waste Permit application required. To be filled out completely and returned to Development Processing. FEES REQUIRED ilJfc-" LJ I I l~~1 10* Park-in-Lieu fees required. Quadrant: • , Fee Per Unit: , Total Fee: 11. Traffic impact fee required. Fee Per Unit: ] [ r~| 12. Bridge and Thoroughfare fee required. Fee Per Unit: • -- -— , Total Fee: I—J U 13. Public facilities fee required. IZl CD D **• Facilities management fee required. Fee:&*& I-TM4t& . |—. pi 15. Additional EDU's required: 7Q.Q • I—I I—J Sewer connection fee: " Tb.tVjr) — Sewer permit no. 3/6 7 CH d D 16- Sewer lateral required: . REMARKS: O.K. to issue: Date: if you have any questions about any of the above items identified on this plan check, please call the Development Processing Department at 438-1161. CO ua. CM ro *:*= u oQ. a. nan nan nan nan nan PLANNING CHECKLIST Plan Check No. 67'-592. Address C/3ig.LS6ftP Type of Project and Use nQTEu Zone VR Setback: Front _ Side Facilities Management Zone I School District: San Dieguito Carlsbad Discretionary Action Required Environmental Required Landscape Plan Required Comments Use Allowed? YES Rear NO Encinitas YES YES YES San Marcos NO _ NO _ NO Type Coastal Permit Required Additional Comments YES NO OK TO ISSUE DATE 2560 ORION WAY CARLSBAD, CA 92008 TELEPHONE (619) 931-2121 ARCHITECT /f-W K J / R, /CONST. ^SPRINKLERED D TENANT IMP. Citp of Carllbatt FIRE DEPARTMENT PLAN CHECK REPORT ADDRESS ADDRESS Sf>-7 ADDRESS PAGE 1 OF APPROVED DISAPPROVE PLAN CHECK# PHONE -PHONE TOTAL SQ.FT. I2O. 77^ / STORIES APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS: 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 (^prinklerj) stand pipes, dry chemical, halon, 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: , N&Automatlc fire sprinklers (Design Criteria: / i o, UT* I k-z J\P \ *D Dry Chemical, Halon, CO* (Location: _ ' " 'r / ' D Stand Pipes (Type: •LFIre Alarm (Type/Location:/J i/ Fire Extinguisher Requirements: . "t3>Ons2AralfiilAflC extinguisher for each 4^-CLZ-XXsq. ft. or portion thereof with a travel distance to the nearest ' extinguisher not to exceed 75 feet of travel. D An extinguisher with a minimum rating of _ to be located: _ D Other: 8. Additional fire hydrant(s) shall be provided EXITS 9. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. 10. A sign stating, " This door to remain unlocked during business hours" shall be placed above the main exit and doors 11. EXIT signs (6" x %" letters) shall be placed over all required exits and directional signs located as necessary to clearly indicate the location of exit doors. GENERAL .12. Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall comply with Uniform Fire Code. .13. Buildlng(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. Additional Requirements.f"'tr£+-±<s /A/ *J S> .15. Comply with regulations on attached sheet(s). Plan Examined Report mailed to architect Met with Date. \.Attach to Plans