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HomeMy WebLinkAboutCUP 2018-0011; HIGLEY FIT; Administrative Determinationa:: w I- U1 < ~ .SPECIAL INSPECTIONS,-. . . BUILDING NOTES 1 AIJworlcshaH~toOilregwa110nsanc1ordenanceofthB Cl1YOF <a.yr~ ✓ COlJNTYOFSANDJEGO. ADdaD'olherfEJf}Ula/?JYagenc/es havlng)uds8c.tJM 14 Plot dlmerNOnslndlcottng localJon°OtbutfdlngfOotpmt andstmstcurb01'8100UIBl(pav!ng)foceofCU1b.. 3 cantroctor to field verify all elevatlans.bul!r:Jlng pad dfmemloris. ell set bocks dtmenslons, flaw lines, exlSttng candllions. end point of connecii'ons to utilities. In event ofconfifct. con1oct Designer and obtain fnsmJctlom before proceec:ilng wi1h wade. 4 A'°" blve,l/gallon""' !kl:: -' 16 Alt concrete WOik wllhln-1119 put:JJc tight-of-way and curb to ieceJvBd mJOOfh 1JOWai t1n1sh. unfeSS" ~ englneadng depott;r.ent ~;, dlfferent#y. 5 SoJJ lnvBsligallon conducted by: 17 ~ fortulura utllfy COMecfforlsfOb& pem'lansnflymcinume,,tedwilh concre1a monument. unJ6sS t4/~-speCl/ied d{fferar,tby compan1es provfd1ng theservfce. 6 If soil:, fnvesttgatlon was-required. the report will be part of1hess conslructfon documents. A copy 1s avollab/e from this office uppan ,equest and wm be pad of the ffnaI package offer plans 0/9 approved IB Advlm De5/gller wllh 1113 doyspdorto po1Jtconemt8floorslab$. and fru"ldc11on pads 19 Any~ ma1011tems to oo painted to match ad]olimg suiface or matatiol colozs 7 Allfoundalfon. excovattons ondg,acf[ng wm,·1n1t1edescdptkmofthescopeofWOlkln•1hlspro)ect must be ln.!pectedby1hesollsenglneer ptfOrtoplodngrehfOrct,g. 2D AllMechcnfcat plumbing and Elecbfcal~tobe •~by:fhs expert"sul'.X:ontraetprhlledto perform any of1he Jobs desctlbed. 8 1he consultants flno/ poekage I prOjaCt manual Is an Integral partof1haM documer'm. 1ncfudlm? speci/1catklns 9 1hlsprO}eetcons.!standlncJudesofal!WOOCshoW/ngand'specJtladon ttl/sc~on documents. 1ha lofolmatfon :;tiowing In ff'J!s.satot constructfon docUments teiated to thfs Itmru. ls Intended only as a guk:ie to fadtltate 1h9 biding pmam to th9 ganera! conilOctOr. - Delo/fed design and engineering teqUlred to be by sub-cm~ /ndl.Jdlng lfrequlred any modlltrn'fons to AH other bofsc spadticot/ons not showing ae reasonable fmpOed for a OcsrtSed contractor. 1/lte -:24. colculatlons and fonns. · 10 Confractor to provld9 otl banfcodes. traffic conlroL etc. 21 AH Work~ wfth-111 tl'lese sat of ~ts. Includes a!l Oll-5ite ~ off-slls WO/Kneaded speelfled ar reasonoble Implied. 11 Is~ resporalbJ!lly 'la toke PrecauttonCJJY measures to J;JrOtact exfstlng ut11111a:: 12 Neflher ffle 0wll9T. Desfgner. noriha englne6f' of work wlJI enforce safety measures er regulations. Con/roctor shall design, conshtsct and mulnta/n all safety devlca$. lnc/udJng monng, and shati be solely res;ionsJb/e iot confOtmlng to all /ocaL state and fecleraf safety and health stondan::Js. tows. and regu/otfons. 13 Future bulldlng slfesand graded pads, are tot>egroded.smooth and rettflee afd~ Jorge eoobles. etc. ENGINEERING NOTES· OWN.ER ·N•TES 6!:Nl:T' COLJN SPACE: DE:SIGN / BENET· COLJN CONCEPT DE:SIGN lo CONSTl<VCTION MANAGE:ME:NT. 5XPRESSI.. Y ~ rrs ca-1Mor.J I.AW OF COPYl'IGHTS #JDANY OTH5IO ~ t=i5SHTS \.VITHN ALL. SHEETS OFiHIS SET" -OF CONS11cl.JcnON DOCl.JMENTE. "THIS CONTE:Ni OF TI-IIS DOCUMENT DATA~TION OR:IDEASSHAU....NOTBE l>EPRQOUCE, COPleD, DUPI.Jeo.Ta:>, OWJGED OR Dl5Cl.OSeD FlJU. Y OR PARTlAU. Y, N ANY F0"'1 OR~ \.VHA.TSOEVEl<'MFl-fOUTRRST OBT.AJNINS THE E:XPRE:SS WRITTcN CONSeNTOFiHe OWNEJ<: Mg Nf7-\+14tl?r AND TH!SCOMP~. \ eXPl'!e95 UMITATION OF J.IA6IUTY c>.VNEl2 OFR20.JECT~WITl-!IN "THIS SST OF CON~ r::oct.MeNT5 · . . HSF.EeY AIS!2EES'!HA.TTO-n-E FUU....E5T EXTENT.F'a2M!TTED6YlHELAW'. DE51!SN6lS. CJ2AFTSMANS. IS C9NSUL.i".ANT'S OF1HISPRO.JeCT"TOTpL.UA611.-l'TY T90\,\,NB2S F0!2:ANY .AND ALL IN.llll2IE5. CLAIMS. L.055E:S.· ~Oi2C~"WHA"TSOEM:12- PiRISIN00\JTOFORIN/>HTWAYl<El.,,6,.TEI Tc? 1HE Pl20JECJ"Ol2. TO 1l-E ~~ ~ANY GAU5e Oic.~ !NCu.iDJNe eur Nor UHIT'EDTO OESIGNEl<S;~MAN.S. e.CONSUL.T.ANTS~ ~ c::,RSiFJCTµAS!UTY, 6R5ACH OF ~ORBRSACHOFW~.5HA.U.: NOTEXCE£PiHE'TOT>LC01:'1PeNSA'TlON, ;2ecava:::, SYOES!GNa.:5 ~~ ·we· are· nt:it -claiming to be licensed to practice :architecture in this state. as ptr business· and profe$HJDS codesa:tion 5536 (a)~ m~a-WE:are ilSfug the word architect or any term confusingly. we do QOt use a stamp of a licensed architect ( as provided iD section . 5536.l ) unless we aida:a subcontracted by a architect or enginttr to ~ all.or .. parts of any constrodian d~ents that shall be stamped ~nd si~d b_y th~-. we do not advertise or put om any sign or CU'd or other device which might indicate to the public that we are architects orwc are quilif"ml to engage in the practice of arcbite-- cture or i5 au arclritectm21 designer's. we are not licensed by the state to prepare pl- ans. specifications and." .d ment,; of serriccfor others to_affix_ a stamp or seal wbicb represents or imply tflat we are licensed by the state of c:ahforrua. I read and underst:mibll tbe abo,-ed disdosu,re,,_.OfL._ _________ _ Benet Concept designer's , been reviewed, clean-up, and detailed the presentation of my constnicti.oll documents, will be returned to me, for my vei-bal or written approval. all consultants related on this pro- ject will. make the necessary review after documents are app~ved. the owner builder proccess of a permit will be done upon clients appro- val to do so, . ~✓COMPANY AGENT✓ AUTHORIZED A~. NAME.. MJ?-.N fy ++¼ t:Fq: NAME. _____ '-------~- Been lhe lega[ o~own'l'"'s of lhe property described on the. legal description space at lhe title sheet of this set<1f construction documents; have raiewed and approved the design concept on this set. of plans, as my/our's original designfulea, represented· in my/Our's original dra'fPings submitted for review, clean--up, and detail to BENET CONCEPT DESIGNER'S. Any changes or additional work requested after date signed, will requi['.ed a contract review and a adjustment of fees or a new contract for professioual service or engineering needs for ~ch changes or ~ons.. . I DATE. _____ _ ..,._,,,. ·..P,~---~---MRS. _ _.t\"'(,">-=----- AU'IB.AGENT •. ____ _ .. AU-. n-E~9£Et5 FRDM1H55El" OF~~ BENiiTS c:;or,,ica:,rCESIGN ~ Wk.! t. BUJELN:a-~.N-D~ ~O>,NBE:.O&"AN=DwrrH R2a.ECr OIM-ERS Al'>EJea-ETS~teGN"W;;!ITTEN~ Ot,l..Y. 'll-E ~~TEt-lPG •RT'" t...L;GAL.~OFiHIS~ CAl'tfBE: -~ ANC ~. T01"=1:aXfI:NfRiaRMIT"fECi:,ytl-E!\,AW,. -------·- "OV\/NER •PER/\ TED INDIVIDUAL SELF DEFENSE TRAINING"/ T.I. FDR: MR. /\LEX HIGLEY ~---- AB ACN AC ACOOS AD ADJ Aff AUIM ANOD AP ARCH BD BF BIT BIDG . BU: B01 as. C CAB cs CEM CER CF. CJ. CR."5H = CLOS. CUI. c.o. COL. = COND. CONN.· CONT. CON1R. C<JNS[ COia!. CISI<. CY. D.A. "DBL · DEP. DEPT. DH. DEI. OIA DIM. OJSP. ON. OIi.. o.s.·· owe. ANCHORIOtT AS'HAlllCCONCllm AIR~ AC.OUSIICI ACOU5JJCAl AREADIWN ADJUSTA81E ABOVE RNlSH RDOll AflJM1NUM -.Aceffl" PANEL ARalllEClllW. CONDUIT CASWU CAICHIIASIN. CEMENr CERAMIC CUfllC FOOT CASTl1ION COUNISI RASH/NG CBUNG C!OSET C!EAII cwwour COUIMN CONCRErE CONDlllDN CONNECIION CON11NUOUS COMOACIOR C0""'1UC1ION CORRHlOll CCUNIBISINIC CUBICYAtD D0Um ACIING DOOBtE ---Di/NJONGFOIJNlAIN DETAll -"'"""'ON D/Sl'ENSEH DOWN DOOR· DOWNSPOUT DMWING £A £AG. ..,_ av. ma. E.Q. EQUIP. .... £W.C ""'- EXJST. ..... F.E. F.E.C: FA F.H.C. FIN, FD(T. RR. F1ASH. F.L FU/ll. F.O.C. F.F. F.O.M. f.O.S. F.PllF. ,.,_ F.t FrG. --GA. GALV. G~. G.L GND. GI< GYP. GYP.BRD. fl.B.F. HA H.C. HOBO. HOWE HIJWD. HD/I. ff.Al. HrG. 6064 CORTE DEL CEDRD C/\RLSB/\D. Cl\. 92011 PH: 1.760.717.4123 VICINITY MAP· ----------·· ' / ' ·, DIRECTORY ' \ ' LA COSTA Ci/UllfRY CLIJB PALOMAR ! ABBREVI/\ TIONS EACH EXHAUSJMi'GRJttE EXPANSION"JOWr BEVIJION ElECDlfCAJ. EQWUMAl1/( EQUAL EGtlJIPMENr EACHSIDE a'EcJRlcwAaCOOIBi' ESHAUST FXIS1ING E5PANSION llllEAIARM ROOROilAIN FOUNDA1/0N RRE EX11NGUISH<R FlllEEX11NGtl!sHERCAB. -•= RREHOSeCAMIET ,,_ -ROOR WISHING FLOWLINE· l'WI/JlE3CENT FACEONCONCRElE RNISH fWDR FACEOFMASONARY FACEOFSJW RREPROOF R.CXXISINK FOOTORFEEr F0011NG RIJllBNG GAUGE GALVANIZ£1) GRABBAII G!ASS GROIIND GRADE GYl'9JM GVPSDMWAUBOAliO · HOSE BIBS ON FLOOR HOSE BIBB . HOlLOWCORE ffAODl10ARD HARDWAllE HARDWOOD HEADER IIOUOWMETAL -- JAN. J51. Jr. IIIDT. !AM. Ul a MA>: ...,... MAX M.B, M.C.S. MEO< MEMS. MEI. MFR. M.H.. --MISC. M.O. MOV. M.R. MID. MIil. NlC. NO. NOM. N.T.S. O.A. OBS; o.c. O.D. OFF. OPNG'. . _OPP. -· l'ARr. PARm. P.& PL P.!AM. /'lAS. .PLVWD. . ,.a.c. PR. Pr. P.T.D.F. INVERrEIEVAJION INSVl!AlJON '"""'°" JANITOR JOIST JOINT AIA!10NIIY MAJER/Al MAXIMJJM MACIIINESOU METALCASUIIG BED MECHANICAL MEMBRANE MEW. MANUFAcnmER MANHOLE MINIMUM MIIIROR MISCEU.ANWUS MASDNRY,.._,, MOVASlE MOIS1URE .,.,...., -MUUON NOTINCONTACi' NUMBER NOMINAL NOTlOSCA.!£ OVBMll oesclJIIE ONCENIBI Oll15IDE DIAMETER OFFJCE OPENING Ol'f'.OSllF PAR11C!E PAlllmON PANICBAR PIIOPERlY IJNE PLASffC J,AMINAJE PlA5lBI PL<YWGOO POINrOFCONNECDOA ·,.., POINT PRESSURE11lEA1ED DG.f. <tt RAD. R.A.G. R.D. RDWD. REF. --RE/NF. ---""""- RM. /tO. R.D.W. ll.S, SAG. SAA "41. £C. SCHH>. s.o. SEC[ Slit. ,.,,,.., SIM. SM. 5PEC. £Q. s.s: . SID. sn. . srOR. S.0.11.. sumer: SUSPN. SYM r.c. m. ""- T.F. T&G. ""' T.M. T.D./'_ T.0.S. T.O.W. ll'P. IINF. JJ.01< rm. QutmiE111lE .....,. IIE1IIRNAIRGI//U. ROOTD!MIN REDWOOD llEHilENC< ll£RIIGERATOR llEINfO/lCED REQWREO ""'""" -flOOM RO/JGH OPENING RIGHTOF-WAY IIEStJM SUPPLY AIR GRW. SUPPLY AIRREGISJER SU51'ENDED ACOUS11CAL ME SOUDCORE SCHEDUiE SIORM' DRAW SECTION SHEET SHEAliNG SIMI/JU< SHEETMETA! SPECIRCA1JONS SQUARE STAW!ESSSlm STANDAllD Sim smeAGE. SHUTOFF VALVE S1111/C1l!W SUSPENDED SYMfll1lCAl TOPOFCURB 1E1EPHONE 1'RRAZZO 10P OF F0011NG TONG&GRDOVE IHlCK IOEMA/l 10POFPAVJIIIG TOPOFSIAB TOPOFWALL JYPICA! ---, .- ' ' ' ' \ j V.t VEllf. -Y.,:S: V.T.R.. W/ WA/Ni w.c.. wt WD. wow W.GL W/H W.W.M. W.At W.E< W.PJ. WR. W.W.f. l C • 0 1124> 1144> i I AIRP01l'' ------- 1/lNVl"" \laflCA[ -VB'll'ZTIIESHEET IIENT"THRU ROOF wm, WAINSCOT WATERCLOsET WBGHT WOOD WINl>OW WIREG!ASS WATERHEA1ER W!ID£DWIREMESH --WAJBlPfiOOF --- WEmNED PlANE JOINf WA&iSIS1ANT WEWEO WIREFABRJC \ ~~·\ . ._ A. P. N .. 213-050-\2..00 ASSESSOR'S PARCEL NUMBER iLECiAL DESCRIPTION l:.OT NUMBER OF EiL•D<NO, SI..IBOIVlSION 12. c.• C1 t:>1~-±r?,Ac,+# 00•'27_ , 4473 ACCORDING TO MAP ·, FILED !=JN, · MO. ___ DAY. OF ___ YR, CITY •F,C"Tf ::ziee;p COUNTY ~ ::D'E 7° · ·sc•PE OF WORK· * ) PROPOSED NEW TEN/\.NT IMPROVEMENT { T. L ) ON EXISITNCi COMMERCI/\L BUILDING { ND PROPOSED ADDITION ) * ) T.l. CONSIST OF P/\.Rll/\L REMODEL REMOVING 6 CONVERTING OFFICES ./\NO STOR/\.GE IN TD FIGHTING TR/\INING F/\.C:ILITY". EXISTING ENCLOSED STORAGE WILL REM/\.IN. "' ) BUILDING SIZE IS s . .aos.o S.F . ./\NO /\PROXIMATE so % OF TOT /\L SIZE TD BE MODIFY. ALTERED AS NEEDED FDR THE NEW PROPOSED USE <1.1 ~~N~~~,:~tl1l vBUIL•ING c ••es ?~11----~--~~-:-~--------,-~~~-----,-----------,,------------------------------1 .rwolt't~) ,...--.n+,,,,.. . c~ 7 ~ ~r ,-CB.c.. acre ----'=-2013 A.S.t:.E. · COB 1 2012 IBC. 1.c.c. 2013 , A=,J.'2_:'~u C.R.C. E!013 , ~ C = -= ~ U.M.C. 2013 ! C, ,M .<; · 2013 C.P.C. 2Cll3 :~ .-i....;.,.t-.~. p.n:jpt;,?:2D\2 .ADOPT:) :Z.012.~, • "010 N.E.C. 2013' = ;,ac. 2.01 CJ\LILFCIRNIA. ENERGY CODE 2013 AS AD•F'TEO Ei AMENDED BV THE CITY OF, GI< ,pl.:",;e,fjp ff1---~----------------------------~.---.. ----------------------------11 -----,, BUILDING SPECS .c••E SUMMARY EXISTING BUILDING USE DESICiN/\TDR USE BASE!;MENT • HI\B, SPACE 54e,,; S,F, NO HAS, SPC. !VA SF, CfF/W.•O~RST FLOOR. 5,408 .o S.F, RESIDENTIAL-=-COMMERDAL L OCCUPANCY A--'3 ~~ TYPE OF CONsTRUCTION . V-N. , · ~,,__.,, SECOND FLOOR ¢ SF. TOT /\L SF, 5 ,Aoe,o !';,F, H/\EL SPC. EXISTING1.J NEW_-/ GARAC.E, ___ S,F, EXISTING SECUN•ARY •WELLING 1::\#< SF, TOTAL EXJSTING. '5.,40!1.?ti 5,F, HAa!i N• HAE, SPC, NEW CONSTRUCTION / /\DDmON B/\SEMENT • HAS, SPACE ¢ S,F, ~• SPC, _ _,.¢~-S.F. FIRST FLOOR, S.E SECOND FLOOR 5,F. TOTAL NEW S.F, SF, H/\B, SPC. OTHER / EXISTING REMODEL EXl5mNG EASEMENTS, YES, __ ND. ~ GOVERNMENT AGENCY OF, COUNTY OF : S/\N DIEGO ZONE ,,,,,_.,.. FRONT -c;_,,_,,~~--SIDE __ r_o_• __ _ SET BACKS, , 2NO.SIDE • --"s\0~~-.3!5t REAR :I ~.• HEIGHT LIMITATION, _.,;=-'=c....-FT, CURB TD PROPERTY LINE . DISTANCE, If>' PER MAP NO, !4/R.· DIST/\NCE FROM PR•PLINE Off"'-"' e)HAB, SPACE V SF. NO HAB. SPC, ,YA -S,F, ~",/1-'l"f'!<-o<Jf" "fFDi-FI~ FLCJOR '.:>,2<:0 SF, o,,tsc>1<1, TtJ S I REE I CNTR.LINE, ;!5,Q> TO ALLEY CNTR LINE r,1/ f::, _ SECOND FLOOR NIA· SF, TOTAL EXISTING REMODELED SF. 5,2CO ~SF.HAS, SPc. LOT SIZE , or-I RE>e ~ S.F. PLANNING INFORMATION .= ok REC. ./\C:.. GARAGE NEW CONSTRUCTION ~ · LDT COVERAGE ( % ) REQ. .= {e) % / SHOWN. te.) % NEW G/\R/\GE , NO HAa SPC SF. FLOOR AREA RATIO REQ: ·: F.AFt(e). % /SHOWN..i§L;. % G/\R/\GE ADDITION, NO HAS, SPC SF. TOTAL GJ\R/\GE S,F, NO HAa SPC. SF. EXISTING PL.USS A ••m•N TOTAL, SF, 1-t#,, HAaSPC COMMUNITY PLANNING ADMINISTRATIVE REC!, •ESCRIPT!•N, INDEX YES,_-__ ND, L_ YES,___ N •, ___iL_ NIA BUILDING NOTES / ENGINEERING NOTES / OWNER NOTES T-S P-S /\ 1 /\ 2 /\ 3 /\ 4 /\ s /\ 6 I\ 7 /\ 8 VICINITY M/\P / DIRECTORY / /\BBREVI/\ TIDNS / /\.P.N. ·---·--·----·---· -·-----· • LEG/\L DESCRIPTION / BUILDING CODES / CODE SUMM/\RY ... -------- . SCOPE OF WORK / INDEX / TITLE N/\ME 2 SITE-PLOT PL/\N / /\SSESSOR/\S M/\P ----------------------------------------------- 3 • EXISTING FLOOR PL/\N /\NO DIMENSIONS PL/\N LI 'EXISTING /\S BUILT DEMOLITION PL/\N ---·-·-·-----------·--·-·-., ---.--·--.----·- 5 NEW FLOOR PL/\N LI\ Y-DUT s • EXISTING ROOF FRAMING PL/\N 7 PROPOSED FR/\MINIG PL/\N B [ EXISTING FOUND/\ Ti•N PL/\N .. 9 • ELECTRICAL PL/\N 10 ! MECH/\NIC/\L PL/\N Land Use Designation (Pl) Zoning (PM) NOV 13 2018 Airport Safety Zone (3) CITY OF CARLSBAD Administrative Permit Case No. ~UP 2CJ/f-oolt ExibitNo A-/< Date 1'2.f,7fz.o(8 =; ' ,, ,.., -,,·· ',_) REVISIONS •ATE z - ..J ,-.· r· ID Ill z~ m. Ji D m~ W c z w m ~ m -I JOB, a • C [[ w IJl z •~ WW i-• < lL [l: _J W w 1- 0.. IJl ' • .J b [l: < z w ::J - z Q' 3 ~ < D o ll: C ;,; I- BY. DRAWN·BY: JC:_ ~ BENET'CDLIN o -s •F, SHEETS -·· ····--·------.. ---------------------------"c-----~ ------------------~--··· ---· -----------· ____ ,._ ------., ___ ,, __ ----------- /\REAS, 1.0. • 1 02 03 o a {A) ( B) ( C l ( D) { E ) ( F) I G l -L ARE/\SI I.•. • 1 02 03 o a (Al (Bl (Cl ( D l ( E ) ( F ) ( G l EXISITNG BUILDINw FLOOR AREAS DESCRIPTION Ii USE MNN OFFICE SECONDARY •FACE RECEPTION Ei SEATIND AREA H/\LLW/\V MEN'S BATHROOM WOM/\.NS B/\THROOM STORAGE # 1 AN• # 2 LOCKER ROOM / SHOWER COMMON 1-VC . BA THRO•M. SECONDARY OFFICES # 3 / # 4 / /\ND H/\LLWAY MNN STORAGE /\REA SQUARE FEET 150.0 S.F. 15.£1.2 S.F. 268.90 S.F. SB.a S.F. 44.3 S.F. "17.S S.F. 357.0 S.F. BB.75 S.F. 70.SS S.F. 1.743.84 S.F. 2.182.0 S.F- CHANGE / AL TERI\.TlON REMAIN /\SEXIST. REMAIN /\S EXIST. REMAIN AS EXIST. REMAIN AS EXIST. REMA.IN AS EXIST. REMAIN AS EXIST. DEMO. CENTRAL W/\LL REMAIN /\S EXIST. REMAIN AS EXIST. DEMO. OFF. P/\RTlTIDNS •PEN ARE/\ REMAIN AS EXIST. PROPOSED USE BUILDING FLOOR AREAS DESCRIPTION Ii NEW USE MAIN OFFICE SECONDARY OFACE RECEPTION 6 SEATING ARE/\. HALLWAY MEN"S B(\ THRDDM WOMANS BATHROOM STORAGE LOCKER ROOM / SHOWER COMMON H/C . BATHROOM. ----·-------·-------- AREA DESIGN/\ TEO USE AS FlGHTINCi RIND FIGHT PRACTICE RING SQUARE FEET 150.0 S.F. 1S4.2 S.F. REMARKS 268.90 S.F. 'EATING /\REA TO BE USE /\5 MERCH/\NDISE DISPLAY SBA S.F. £14.3 S .. ~. 47.S S.F. 357.0 S.F. BB.75 S.F. 70.SS S.F. 1,743.84 S.F. 2.182.0 S.F. TWO STORAGES TD BE FUSED ./\S ONE NET ENCLOSED ACiHT RING INDIV. TRJ\.ININW WARMUP / EXCERSISE 6-PRACTICE ARE/\ I I I I I I I I ® _1-"~~-----------'"ae•--------------------It I I I to:!5· () ,,,, !:'{. @ IS \\Cl' ===--. ~~-==""11., £ @ ® • 0 '° e.)( l ~ t ...!A . 0 tll T. I. LOCI\ Tl•N (INTERIOR WORK •NL Y) 0 ~- @) 34' fo"S.6o• @) 58' IC' 1' ,1 / / ' I , / I / /!" ~-- / ,,. _[) / /"/ ,/ Cfj / ,,. ,ti\,: I' / ,. 0 f / -'rt) / // / I I ,/ /' / / ,./ /"/ ,/ ,/ . / I' j" 1./.j / /' /::.:- / / / n"l'9 f I' i' ··; / / .rJ:: ,' / f "'- ' , /" .• / I r ® / / / 0 y / / I 7' ,' /' /'Y /f / <: BMP'S I I I \ \ ' ' '~ ' ' \ ' i ' I I I i ' \ i \ ' ' I , I w I-n: 0 u " I..D ! I i ' . I ! I i 3,\ .z.4.• 's•~• \ I I -I .:i' -_I G ,r._l ~ iii r: <)t I If i I I ->I! i . 0 "' ;:: G) ® ® 0 ~ @ ® / / /;/ I ' ' I ' ' / / / , I I I I , I , / / / I' / I I I 1 /"/ / / I',,. /"/ .,,/ , ' ')I/ I I , //" ,/ ' ' , , ' r( ,' / l./ // ,'pi/ I I ' / I J f f I l I I f // // -.;j'! // /I !/ / / / ' ' I I I f / / /JJj ' ' /,, , / ' tfJ f I flfJ f I t 1 ,' ,' I.§ I I I fJl / / 1!) I I I • _, I •< I I l , I -ll:) I ' I I I I ' I • I I I , , ,, I I ' / / / / l ' I Ii I ' I I l I I . / I fl~ ~ I ,' if ~ ,' ( Ii l ----' f I a) i ~---;' / ! f!'>/ f 2e,g --~ ,' / f .• JG::,., / / I ,1 il,..: --I ,-....____ I I i 'c I ,i1 1- l @ -----..... ------~f.t, ( ( NOT REQUIRED INTERIOR WORK •NL Y ) ' ' I 0 I.D l I -----. ~• • 10'..o" §½tu 8!:>1'RJM-t12,>,1L. .,cc:, IY!-l:: N ··-:it-...._ I I . 84" 0 ---/ -55, . ...__ I -0.,:;ffl ----I I SITE PLOT PLAN I wi, I ' kJ. -----. ,' ,' .. ~I I ; J--~ CUP 2018-0011 I REViSIDNS DATE BY, t------+--4~ i 1--------li--lw . . . . . . . . z -f'. lD ru ..J Zm Ill !i Om~ ill C LIU- • f- ~ u I-([ :::J ID ll'. w Q. f- (I) rn IU C • z u w a • C {I JOB, DRAWN SY: JC. BENET'COLIN SC/\LE, .l'\!S SHOWN 0/\TE, . 11/8/18 SHEET NO. __ s ? OF, SHEETS i" ~ z ~ ill • ill ~ z :; 0 LI ~ z w m •=--. Parking Analysis Provided Parking Spaces: 265 Required Spaces for Proposed Use: 25 Building# Office Square Feet 1/250 S.F. 1 : (6,666) 2,831 2: (6,645) 2,658 3: (3,894) 1,120 4: (4,384) 1,040 5: (6,735) 2,694 6: (7,340) 4,404 7: (2,978) i,787 8: (3,825) 2,295 9: (4,368) 3,058 10• ' . (5,107) 1,532 11: (4,803) 1,921 *12: (5,565) - 13: (6,102) 2,441 14. (6,660) 1,998 15: (11,500) 4,600 16: {8,720) 3,488 17: (14,661) 2,932 40,799 Required Parking 164 164 + 63 = 227 Parking Spaces 25 Spaces required tor my proposed use 227 + 2o = 252 Required Spaces 265 Provided Spaces . :. -. -, .. Warehouse i/1000 S.F. 3,835 3,987 2,774 3,344 4,041 2,936 i, i91 1,530 1,310 3,575 2,882 - 3,661 4,662 6,900 5,232 11,729 62,589 63 . t . . . ·--. -·~. _;__.,_____....__ . '. --. _.. ·--------~·········-~ . . f (0 . ·. . . ' . ..__~LL.L...L;JW-JU:J.-.:]· ~ n--..:.:, --· .:i . ] : . . ; ? . ~ 9:Tj . ,· . ! ~ • I I ::t--· l /7 I . 6 I I • l C I . 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' / I ' / . x I / ' ! ,, ____ .::, ·l) , 0 -, "i lt~011 ----------------..... +- ~ ii ., a 0 -, 16:._td' --.. -·---- ;i.----------------r. !\ r;::::;:, ~'·===.======:::::::i ' ' , ' ' , ' ' ' ' ', I , , , ' ' . , ' ' . , :; , ' ' ' \ ' ' ' , ' . --------- ' ' ' ' ' ' : \ : \1 -----~ C Q -_, 0 '-------------------+-----' ,__ _______ ..,. _________ ~ ~-------~+- ' --+----- • .----------------, r---------------;~------,-----<:'1 i ' -r-- '=": ;i, -. ' ,· i i , l +- 5B-.4¢ 131_""11! ··-g ru· . l ·, •·--- ~--- --... -·. .1 '1 ] !=::=======~---·--- ---,--. I I I ' l " l ~ ' 0 ,, N 3 -, n , • • CUP 2018-0011 I I I z - .J REVISlONS DATE ~ I'-r rn (I] z~ (jJ L [ ::i r m IT [!_ f-w m C (fl II.I D z u w a • ·c . [[ m BY, "EXISTING BUILDING DD NOT HI\ VE SPRINKLERS. n---------7- • \ I I : \ / 1 I \ , l I , / I I ~ I I I \ , l ' ' I \ / I \ ' ' i ~ " I ' \ ' , ' ' I ' ' I \ I I ' I r , \ I I I ' I I I \ t , ' ' f ,' \f z._ ---____ .:J Z,!Bl'.p .. ORIGINAL FLOOR PL/\N "---------,! : \ ,·; I \ 1 1 I \ / l ' \ I I \ / l ' , ' ' ' I \ / ' ' , ' ' , l ~ I t\ ' , ' f / \ ' ' ' : ' \ I / \ T / \ l I • • J \ 1 < I \ T [. _________ _:; ~cf~ !?i"lNGr M .::o=A--10 .J.-1.-.,-.l. \; \ ,. ' ' "Pf32.. ¢,-=/ . Z:::..":)8. '-'-. , :':,·?, -:. ........... r--r-_p,...: ~-. . ~~ . . '+-'"-----:;._.;,c__. -• -----• . 1 ' ~ --t"e -....,,---e.~~--p-< 6N ~ l---t~ \ •:::z_~:F~~'tt:"D' , -~------· ---- •· --•-i • ,0~1011 351.¢ 11 !.Lo 11 --·---....... . - • t:: IL ~ (!) -I w m z •~ WW to It ll . w ...I -: [1 w l-o U1 ;--- _J lJ It < z w :::J -z g ~ $ ;,: < D o It , l I- ASSHOWN" •ATE, 11/8/18 ; SHEET NO. ; 114·.1·-0· A-1 OF , SHEEl"S PLUMBING DEMOLITION/ RELOCATING LEGEND: SYMBLE DENOTES: r'--' ', 1 1 EXlSTlNG TOILET TO BE lc:E.MOVED / RELOCP.iED ' ,,.. L_.--✓--, I ' f--EXISTING SINK TO BE REMOVED/ RELOCATED ' / -" .=1 ... >--_,_ __ _ =:,...-EXISTING SHOw'ERHEA.D TO BE REMOVED /RELOCATED ,,,----~---+ J._+----EXISTING TUB TO BE REMOVED / l<ELOCA TED 1---, L __ ; ¼----EXISTING DEEP SINK TO BE REMOVED/ 12ELOGATED EXISTING FLOOI<. SINK TO 6E REMOVED/ RELOCATED DEMOLITION LEGEND: SYMBLE b------, 'j----:;,ca;--~ " " ·= 1r-------1r DENOTES: EXISTING WALL TO BE REMOVED EXISTING D001<5 TO BE REMOVED EXISTING POCKET DOOR TO BE REMOVED EXIS11NG WINDOWS TO BE·12EMOVED EXISTING ROOF TO BE REMOVED EXl$TING OVER HANG TO BE REMOVED EXISITNG BUILDING FLDOR /\REAS /\REAS! 1.0. ( /\ ) ( 8) ( C) . -----------! -- DESCRIPTION 6 USE MAIN OFFICE SECONO./\RV OFFJCE RECEPTION 6 SE/\ TING /\REI\ f-V\l.L WAY ---·---------- (•) ( E ) r------- MEN'S BATHROOM WOMANS BATHROOM STORAGE # 1 AND # 2 LOCKER ROOM / SHOWER COMMON H/C . BATHROOM. ( F ) SECONDARY OFFICES # 3 / # 4 / # S / # Ei / # 7 & # B /\ND HALLWAY ( G) MAIN STORAGE ARE/\ ' -l ' SQU/\RE FEET 150.0 S.F. 154.2 S.F. 268.90 S.F. SB.a S.F. 44.3 S.F. LJ.7.5 S.F. 357.0 S.F. • ·1 • -----.. - ! BB.75 S.F. 70.55 S.F. 1.743.Ba S.F. 2.1B2.• S.F. CHANGE/ALTERATION REM/\IN AS EXIST. REMAIN AS EXIST. REM/\IN /\S EXIST. REMAIN /\5 EXIST. REMJ\.IN AS EXIST. REM/\JN /\S EXIST. DEMO. CENTRAL W/\1.L REMAIN /\S EXIST. REM/\IN /\S EXIST. DEMO. OFF. PARTITJ•NS OPEN ARE/\ REMAIN /\S EXIST. ----·--···----- ------· -------------------·-···- PROPOSE• USE BUILDING FLOOR AREAS AREAS! I.•. # 1 ( /\ ) (8) ( C) ( •) ( E) ·-·--·-- DESCRIPTION 6 NEW USE -----.... -.. ---- M/\JN OFFICE SECONDARY DFRCE RECEPTION 6 SE/\ TING /\REA H/\LLW/\Y MEN'S BATHROOM WOM/\NS 8/\ THROOM STORAGE LOCKER ROOM / SHOWER COMMON H/C • BATHROOM. ··-----.----· ... -.,.. .. . -----·--· --· SQU/\RE FEET 1S0.0 S.F. 15a..2 S.F . REM/\RKS . r -. ..-----·---· .. i_ -~~~-~'? S.F. :EATING /\RE/\ TO BE use /\S MEf'.t_i=:~ANDISE EJISPL/\Y ~ se.a s.F. 44.3 S.F. 47.S S.F. 357.0 S.F. BB.75 S.F. 70.55 S.F. TWO STORAGES TO BE FUSED AS ONE .. - - ( I I I 1, I i I I ' I I 11 I I I I I I II I I 11 I I 11 11 > 11 1 I I I I I I _, I I .11 N I, -1r-----++-----------r------,---IIH~----':\----.P..C:..t1?f!c cL:;i - I ./ --Jo fB"1..W <-! -. .. I I 11 19~oll' I I ! 1 \l, 'I, I I / II I I JI ', II ,,..-7111 !I--( I\ I I / 111 1 II \ ,~·=·========1 _.,__ P~----------4 k::::::::.=====·=.=:.:-~:F·=======t _ t====-:::1=.=~ ~-~~ I ~ ' { ' T d) I " -' F !Ji ~ I " ' '" ;~- A,i. I I ' ' I -I --r: - I I t I I I ~ '. I I -. - - F------------;i--' ..... 1·. ·-=----------::I ' ~----, :\ ,r-7;---------·7 JI I I I • ' I ! / ' \ I ~-,- ,' : : • \ JI/ ! .,.,_ , ij 'I~;;;;:;:;;~ _ .. _ ' I 1 1 ' \ J 1 !G--S!'-'(Wim '-_j ,,. i I -..._ 11 \Ji i -to~J,.j. -I "'-i1 /11 : I I I " / IL ; I I . _ I . i i~ ii -:/ ii\.j .... :. ... ---CJ/ D; ·-.. ___ ... ) l l . . I l I 'Sf L----1r-· I I --i::.::: ·,----===JI '1 LJ:=:.... =ii-...:========== =,J,::==:::;v;;:;:;;-;;,:: __ ~=,,_,,::::;;::;I =::::; __ ;:; __ :;;: __ ~-~-:::::;7--l-_J 1--;J,-l -~==="!' ' • .. .. l ! . \ . : ')( I -· ··\ __ J "----r: rr----✓' /[J .-· -··---._ I '\ : , LO'¢ ;, 1!==91 Ill .• ' .·' '·· .• / \I . ... --I._ i:.:•.:.rr==::.l -: . . .. -............ ..-- 11 = • ; :4Cll" + ~ ~-_ \. ) I I _9 11 I I .1 1 ' I I ' 11 11 I! ! I '-------------________ J L--------·--jll-----1L____--1L -----1r-7 ---------------[---------,-,;---------=\ r=~~~~-'r t I =' "'-II Q:i.-:fo " .9 SU flbFf ....._ ---ll !ZSMAI ..J · I I "' ,s,-rE'a. o,l... 11 -to"'-~~ · .._ ~-hal--i oH ~ -r ::: 1 ' r=.:-.:1 ~ o-!-lot-! e ~1 H-4 of?- ' /\ n l !,f+= v ,t,J.'.UE,, I / ' D 1 ---------------------:,,.::-:q'-_7·5'"'"' ---==£.::=.::...:.::==----------4---u...-.,. '-.JL l\--------J. \ I I \ ' . / ' \ / i \/ i ~ I " ' I \ I ' ' . , ' ' , \ l I \ i ' \ ' !{_ ---___ '!! r:------;: I \ I I l \ / I : \ / I , >. I I I \ I I I >. I r i \/ l I ·, ' ' , I 1 , \ I I 1 ' 1 I I • \ I I , ' 1 I , \ t t / \ I I/ \ : I/ \! L-------\ Ii, ---------------------· -= = = =r -✓ I I / ' ( F ) ( G ) ARE/\ DESIGNATE• USE /\S FIGHTING RING RGHT PR/\CTICE RING 1.743.84 S.F. 2.182.0 S.F. NET ENCLOSED FILIHT RING INOIV. TR/\INlNG W/\RMUP / EXCERSISE Ii PRACTICE ARE/\ 1r==========::::'...::::::======================================================================================:'...L::::-;:==========-:::::~ -- EXISTING /\.NO ./\.S BUILT DEMOLITION PL/\N CUP 2018-0011 I I I REVISIONS D/\TE z ~ ,-. -r Ill Ill z ,-. .J Ill ID Ji -D m~ (IJ c' D u U-~ ~ I-0:: . ID w Q z w ~(C :J w t! :J • a:z f-W lR JOB, mllJ • u :J II ,. Ill C D u 0 C II BY, §m~ mo , HI 4 ~•• wmo .:':~~ ~ mm~ iii ifi 0 --z f "' -!l! : ~ ~ " u £ 0 a d -u @ t ~ Z 0 ~ u B rl ~ :, a .J 0 ! f w " i " 0 m >-~ § :I ru :, m ~ 1D < * :u 8uio:m !'l ci .:': Ii "m Z Xmii, ~ ~ i~ m a a 11---------1,z DR/\WN BY , JC. ~ w BENET'CDUN • SC/\LE, ~ ~ AS SHOWN~ 0/\TE, z 1-S_H_E_,.ET_N0....;1;..1~/<~'8/~.;;.1.;::8;.,.a!~ m A-2 OF, __ SHEETS ·--··--··· --------------- -------------------~ --···----·-·----------------~-----···--·--· ,--d) ,-e) f) g) EXISITNG BUILDINCi FLOOR ARE/\5 ARE/\S 1.0. • 1 •2 #3 • LI ( /\ ) (BI ( CI ID I ( E ) ( F J ( G J DESCRIPTION 6 USE MAINOFRCE SECOND/\RY OFFICE RECEPTION 6 SE/\ TING /\REA HALLWAY MEN'S Bl\ THRDOM WOMANS BATHROOM STORAGE # 1 ANO # 2 LOCKER ROOM / SHOWER ·······---------------··-------------------- COMMON H/C. B/\THRODM SECONDARY OFFICES # 3 / # £1 / # 5 / # 6 / # 7 6 # S /\NO HALLWAY MAIN STORAGE /\RE/\ SQU/\RE FEET 1S0.0 S.F. 15£1..2 S.F. ------- 26a9o s.F. SSA ?.F. L!Ll.3 S.F. Ll7.5 S.F. 357.0 S.F. Sa7S S.F. 70.S5 S.F- 1.7£13.8£1 S.F. 2,182.0 S.F. CHANGE / .I\.L TERI\. TION REM/\IN /\SEXIST. REMAIN AS EXIST. REMI\IN /\S EXIST. REM/\IN /\S EXIST .. REMAIN /\S EXIST. REM./\JN I\.S EXIST. DEMO. CENTR/\L WALL REM/\IN /\S EXIST. REMA{N AS EXfST. DEMO. OFF. PI\RTITIONS OPEN /\RE/\ REMAIN AS EXIST. PROPOSED USE BUILDING FLOOR AREAS /\RE/\S. I.•. • 1 •2 •3 • LI I /\ l (BJ ( C J (DJ ( E I ( F I ( G J BEAM PER PLAN DESCRIPTJDN 6 NEW USE MAIN OFFICE SECONDARY OFFICE REC:EPTIDN 6 SEA.TING ARE.I\ H/\LLWAY MEN'S BATHROOM WDM/\NS BATHROOM -------·----- STORAGE LOCKER ROOM / SHOWER COMMON H/C . BJ\ THRODM. /\RE/\ DESIGNATED USE /\S FIGHTING RING FIGHT PRACTICE RING PLYWOOD 2, FLR JOIST 3/4" PLWIOOll TREADS -,----111 ANO RISERS ~---U-JOIST HANGER ~--'"!HA" JOIST HANGER ---2x14 SJRlNGfRS @ 12•0.C. r 3-2,14 STRlNGERS II,r---, 3/4" PLYWOOD TREADS I -"ND RISERS [._...----SlMP_ A35 PER STRINGER CONC. SL-\8 2x6 P.T. BLOCKING --t=~:S:=::L::i)_l _ _j_=:_-J W/ 2 REDHEAD TAPCON ANCHORS. 1 / 4 "• W11H 1 3 / 4" EMBEOMENT (LARRf 24953) - -1°f'r..J -c!L_ -11 ---<;--.!-:...!._C_!....! Ill-Hi= 11:-111- Handrails projecting from walls shall have at least 1-1 /2 inches between the wall and the handra~. Section 1012.7. Handrails shall be continuous, without interruption by newel posts or other obstructions. Handrails shall extend 12" beyond the top riser and continue to slope for the depth of one tread beyond the bottom riser. Section 1012.6. Ends of handrails shall be returned to a wall, guard or the walking surface. SOU.ARE ---·-·-------- FEET 150.0 S.F. 15£1..2 S.F. REM/\RKS 268.90 S.F. jEATING /\REI\ TO BE USE J\S MERCH/\NOISE DISPLAY SB.4 S.F. 414.3 S.E -l.1-7.S S.F. 357.0 S.F. ---- SB.75 S.F. 70.55 S.F. 1.7 43.94 S.F. 2.182.0 S.F. .- TWO STOR/\GES TO BE FUSED I\S ONE NET ENCLOSED FIGHT RING INDIV. TRAINING WI\RMUP / EXCERSISE 6 PRACTICE AREA I e I 1½." 11/~~ lo2'" MIN.. ~31/i··rr.c::r:._, I I NOT ACCEPTABLE ":"ff' r-f • I 5 , c) 'f-t>JW e) ' -· . -· ,.- _ .. -· - .- ,.,-.84]1( (F) -· . -· K-:::.:-----7i J!',: (e) /"I r \ r ! : \ / I : \ / ; ' '{ ' ' ' . ' ' . I ; , I j / \ I I ' ' I , \ ' ' \ ' ' I • : , \ 1 JI \I z. _______ .., !Si<"fl-"11-'f"'. 2, 1€>2 .pl (Gt) J\~'-!fi..H:!?i- 1 \ 1 I 1 \ t I I ' / I 1 \ , \ I I I \ I I '{_ 1 ! t \ I ' ' ' I ,' ' I 1 ' \ I 1 , I I / \ t ,/ (.e) '1 ,e.. _______ -s.. .-.- -· .•· NEW FLOOR PLAN LAY-OUT -------------- 33. 34. Show or note tf1at interior stair treads are marked at the upper approach and the lower tread of (>3Ch stair, by a strip of clearly contrasting color. per Section 11 B- 504.4.1, as foll,;ws: a) At least 2" wide (but not more than 4" wide). b) Placed .,arallel to and not more than 1" from the nose of the step or landing_ c) The strif' shall be as slip resistant as the other treads of the stair_ Note that all tread surfaces comply with Section 118-504.3 and 11B-504.5, as follows: a) Open nr.ers are not permitted. b) Stair treads shall be no less than 11" deep, measured from riser to riser_ c) Be slip resistant d) Have smooth, rounded or chamfered exposed edges e) Have no abrupt edges at the nosing. f) Nosing shall not project;,: 1¼" past the face of the riser above_ , CF!<lf'.l?-\'1'2. ,2~1.; .. ~ 12.' = 1-5.A..'2."¢ Cfflcl'o-~ ! _121-t::.11 X r.2.' =-!-50 pf • • .. " • • ~J,~ .... ··- • --. • ·..--n _ . .-V .--~ ___ .-----~,~~--'.H :~ . ·--._ _ .. -· • • • • ··-.. -- "70-55 (E.) .. .. ' , '';(_., I I , I I \ I -;;;JW""' """'""'f"P"-ld -· cei ·(e) .-· • • •••• r-1" I I I I I I ~,11 1 I .. ---r-·· --._\ i J ) . . \.. _.1 ·-.-~--..... -----· se.15¢ ( D) I I I I ---1--l %&.4E[ _.,.~ • •••• l Ill "t \ii f • .¥e) I-lo i-leltl liW-'7 ~f'Pe,w, • • • -e • • •) "'!'o "(3b-1H-p.ooJ..tS • .. ,----to t~V,'t>~ ~-------,. '\ ,, : \ (e.) /: . ' , I l / 1 I ' , I I \ I I ' \ : : I \ I I : \ I I ' ·, . ' ' l , ' ' ' ' ' f . \ I 1 / \ I I / ' ! I , ' j '/ \. !:: ______ ~ <¥fLt<,J1i- m,,,ge- (C) 0 357.¢ I:)( ey:,:,f:::,<c-1 l!----:-t----:11111 GL.l~e,11¥j W=H-""tlll----tw=~L ;,1",,_,'~-.f e ="""fX>tiE- 12."~~ t-JO<?ft-1.C-r o-p: (j-p.1,-ll>-l,y1cd) ~ l1-E .,_pe,_ ::, i-----111 Jl------4'1" ... ' I I -REV!SIDNS DATE BY, '5 ..,, !l § <:-, 0 ll:i ~cg_e-~ "" C , " ( "' ~-t ~ "-i ~~ 0-"' 1'! °'"" u !/;! ~ ~~: e~ g_ 'i's «: E:: § ~ :, <: 1;; "' -Ill c:; :n ~ Q z t m::; om a , tn 4 .-, a t-m!!!• -r '.'.~~ ID ru !!!!!!l;; z t-m ,. z .J m --:;--: ~ Ill l:5 fil Ji ~ ~ 0 a D UJ (!) u ~ c z w m Uu_ D a • f-< J -u i I-a: J ,i, m ct w {l f- Ill mlU [ 0 m z u ~~ •o ~5i w a • m • ~ C XI!! ,ID •!!! Ill I[ m •-: -Z ~ m 0-( 0: i!L11 JOB, ~ • z z ~ m f- ~ ci w a: 0 u ~ u ::, • 0 1£ ,r I ,r • ~ it .. m b z 0 t ~ z 8 0 ~ 1-----------11~ OR/\WN BY , JC. ffi BENET'C•LIN o .., __ ...,..,,= .... ==--tw SCALE, u ~ /\S SHOWN~ D/\TE' 11/8/18 SHEET NO. A-8 OF,__ SHEETS 7---.,.. ------------------ ROOF LAYOUT AND Roof Framing No-tes, ROOF CONVENTIONAL FRAJYIING LEGENb l _ -Roof framing dicphrogrn +o be~-ply 32/1.6, nc:Jil ·Sd common at 6-o.c.edge n, 11iling ond boundary. 1 2-· o.c. fielc:I nailing I t:=SY=N\B===O=L=!:=ID=ES=CRIP==Tl=O=N=:!==-=S=l=ZE==:'.=D=IS=T=. =o=.c.=!:=w=.O=O=D=TYPE====l . 2. -Roof Headers, .. , L < 6·-0-4 x 6 or 6 x 6 l<S-0 ... 4x8or6x8 C§:> RAFTERS 2 X 6 r-:::S-==::-t--------,--__:=-"---t------t------• C R-8 :) 3. -AD hip fill end hip over truss fn:::::zming must-be braced and suPPorted per Col. Fili de+oils. 4. -2 X 6 Allin. Balloon Freme wolls of rooms with sloping ceilings. 5_ -Maximum allowable stud het9h-m U.N.0. Beoring wall: 2 x 4 and 2 x 6 maximum l O ft_ Non Bearing woH: 2 x 4 ma~mum 1 4 ft_ 2 X 6 maximum 20 #. CR-12:) C R-C":) C D-6:::, C D-8:) RAFTERS 2X8 RAFTERS 2 X 10 RAFTERS" 2 X 12 RAFTERS OJSTOM RIDGE 2X6 RIDGE 2XB 6. -AQ hc,idowns on 4 x 4 pos+ min. -UN.O. ~ RIDGE 2 X 10 11--=::::::==--f--===--+..:c..:.:...:c:::...-1---------··· ----1 ~ RIDGE 7. -All sirops. column cops, hangers. c!ips, e+c::::. to be· produced by: -Simpson Strong Tie -or equal. A) All specified f~eners must be insi"dled according -to -the insin.Jctions of the Manufacture. Incorrect fasTener quantify-, si~e. type. mo-terial. or finish may c~e -the connection -to fail J 6d fas+e~ are Common nails { 8 go. X 3 ½. } and cannoT be replaced with 1 6 sinkers ( 9 ga. X 3 1/4 ) unless oiherwise specified. co-c::> C F-6 ":) C F-8 ":) CF-12") 2 X 12 RIDGE OJSTOM FASOA • 2 X 6 FASCIA 2XB FASCIA 2 X 10 FASCIA 2 X 12 NOTE: BJ Bel+ holes shell be minimum of 1 /32-ond maximum of 1 /.1 6-larger ihon 1"he bolT diometer C} Unless oiherv.rise no-t-ed,. ollowoble bolts and nails cannoT be c:ombined0 Bd, 1 Od, ond 1 6d specify c:ornmon nails. ALL INFORMATION RELATED TO ROOF FRAMING, WALLS FRAMING AND FOUNDATION THAT IS REFLECTED WITHIN THIS SET OF CONSTRUCTION DOCUMENTS D) Fill ell fc:rs-teners holes with fos-teners types specified with Tables for highest co;-,acity. 8--This pion does ~t-provide complete flashing and waterproofing de~oils. The Designer. Architect, and q")gin.eer do ~t repr:-esefrr :themselves .. TO be ~eris in the field of waterpt"oofing. It shc::dl be the r-esponsibitrty of th~ r~o~ I decking contractors i'o prOVide the workmcan:ship ond "materials necessary i'o provide ihe standards of cClre 'to complete -the roof & decks in o wc:i-terlight condition.. Roof and deck. drcinage shall no + be dlowed To n.:n bebind--GAY _fascia board or on the stucc:6 exterior finish. IS BASED ON SITE OBSERVATION ONLY, AND ON ARCHITECTURAL BASIC EXPERIENCE. REFLECTED INFORMATION AS INFORMATIVE DOCUMENTS. IF AT ANY POINT IN TIME A STRUCTURAL WORK IS PROPOSED ALL THIS INFORMATION MOST BE CONFIRMED BY THE ARCHITECT OR ENGINEEER ON RECORD, BEFORE ANY WORK IS PERFORMED. 9. -All plUmbing wc::dl +o 0be 2 x 6 sruds. No plumbing pipe over 1 ·.dicrne"ter in shear wclis. No heat"ir:,;g / AC. ducts in shear ..,.;alls. 1 0. -Me0St..1rements <and wall -thickness may vary from drawings,.. expose exiSting frorning cm~ fiel_d verify exact geometry and dimensions prior 1"0 consin.Jdlon. 1 l _ -Provide fire stops, verlicol ond honzon+ot. in ~losed space crl' l_0:-0"' intervals mCDCimum. _ . . - ROOF CALCULATIONS FOR ATTIC VENTILATION DESC. jMAN DWB.UNG GARAGE ADDITION SECONDARY HAB. SP~ NONE HAB-SPACE! DWEI.J.NG SQUARE FOOTAGE DIV.FACTOR 150./ 3CX) VENT Al<EA REG. X l 4-4 .. OTA!. N SQ.IN\ . VENT FREE AIRCAPAOTY ON-SG>: NQ-fES_ VENTS REG. PLANS SHOWN I i VENTS SPECS. MODEL TYPE FREE AIR C6P. RO.SIZE ROOF PITCH LEGEND .. DENOTES, NEW ROOF / PITCH _ , & NEW OVERHANG-EAVE INCHES DENOTES, MIN. TO MATCH EXISTNG EXISTING ROOF / PITCH DENOTES, EXISTING OVERHANG-EAVE EXISTING ROOF/ OVERHANG-EAVE DENOTES, TO BE DEMOLISHED 1 • Wood Sld..,g, All wood siding shoU be placed over an approved weatherproofing bon-ier of l 5#-fett rninin"lutn-··(S~ l 402. 1} · 2. Flashing Around Openings: Every opening in any exterior wed! shot! be flashed with sheet+ me+d or water proof ~ilding paper. 3. Aoshng, All floshing. counter flash;ng ond coping, when of meh::J. shoU be of nc>+ less them No. 26 U.S. gauge corrosion-resiston+ metal. See Sec.. 1 508 for r00f valley flashing requirements~ A+ -the juncture of ro•::,,f cind verlic:cd surfaces1 floshmg: end counter flashing shell be provided as ~equired in Sec. 1509. 4. Roof Covering: All roof covering shell be ins+c::dled per opplic:able requirements of Table• lSBL JSB2, lSC, 15D1, 15D2, end l SE. Roof covering must meet file reqUirements foi-c:ll OCSS ;,A_ roting for residenTial Siruciures ond a Goss "B-rcrling f¢,r commerci0I s-truetures.. 5. Roof Drainage: Unless roofs ore sloped to drain over edges or are designed to support ac:cumukrted water, roof drains shoU be inst-ailed at eodi low point of 1he roof. Ro~ drains shell be adequate in size +o. _ conve}' the· wcrl-er tributary -to the roof droins. Where roof droins ore required,. overflow dJ"Oins having the some size as -the roof drains shoB be· installed with the inlet flow line located 2· above-the low point of -the root or ov~row scuppers having ihree --------- times the si;z:e of -the roof d~ains may be insi-clled in adjacent roof and having a minimum opening height of 4-_ Overflow droins shall be connected To drain fines independent-frorn ihe roof droins. Roof drcins and overflow drains, when concealed· wi-thin the C:OnsiTuction of ihe building. shdl be instcdled in occordonce with the Uniform Plumbing ·Code Sec. 306.2 (Sec. 1 506) 6. Attic .Ace Atttc areas .hall be acc::essibfe by on opening no less-ihan 22· x 30". (Sec. 1 SOS. l c.B.,;::J Wrfh c fumace in the attic.. the opening shall be· 1arge· enOt.Jgh to remove the larges+ piece of equipment. IU.M.C. 307.31 7. Atttc Ventdcrtton: ·Attic ventilating crec shdl be ncrl less than 1 / 1 50 of -the area of the space ventilated, except -that ihe orea may be reduced 1o 1 l3CX> provided at least 50 perceITT of the ventilating area Is located a minimum of 3· above eave or comice vents With -the bclcmce of -the required ven"hiafion proVided by eave ond/or cornice vents. The openings sholl be covered wtth corrosion-resis+c:rn-t meted mesh with m,;,,sh openings of ¼-in dimension. Where eave or comiee vents are instoffed, 1nstaBations ·shall no block the free flOW of cir. A minimum of 1 ~ of oir space :;.hall be provided be-tvi:.een the inslllotion: and the roof shecdhin,;,. (See. 1 505.31 -- ROOF DESCRIPTION: ( I ~ - L r . ' MANl..lFACTURER, MEDEi. / ST'fl.£ TYPE SERIES,. COLOR:: NATIONAL EVALUATION REPORT, I.C.B.O.No.: Cl.ASS, DIMENSIONS, WEIGHT, n. (el ,....J¥---~ ---· --· l A ROOF PL/\.N / 1::-y1!:Jt1t-Jq 'I' I l -mj :i:. 0 ,I, l';--------1i \ 1·1 \ I I , ' \ / I \ I : ·y . ' ' ' ' ' ' I \ ' , ' I , ' ' , \ i' I I \: !L _____ jj ~---------- FRAMING PLAN l=RUSS SCHEDULE TABLE "TRUSS ID. Na. T-No. T-No. • T -No. T-No. T-No. T -No. T-No. T-No. T-No. T-No. T--No. T-No. T -No. T-No. T -No. T -No. PITCH V .H ,12 , 12 , 1 2 '12 , 1 2 '12 , 1 2 cl 2 , 12 ,12 , l 2 , l 2 '12 : 12 : 12 ·,12 - . T I ! ' ,""fRUSSES CAI.CS ID. BY, I . DESCRIPTION END JACKS END JACKS CORNER JACKS HiP 1RUSSES HIP TRUSSt:S HIP TRUSSES HIP TRUSSES SYSTEM HIP TRUSSES SYSTEM STUB / HIP TRUSS . STUB GABLE TRUSS SCISSOR TRUSS SCISSOR TRUSS GABLE TRUSS GABLE TRUSS GABLE TRUSS CUSTOM T • _, ' . ., (eJ f I ~, ~i ' :\------7: I \ I I j \ / I : \ / i I ' I I I \ 1 I I \ I I : \/ : I X I : ,'\ : I /. \. I : ' \ : 1 ' \ I I / \ I 'I • ' V \J X-PAN SPACE O.C. 2' -o- 2· -o· VARIABl.E 2' -O" z -o· 2" -O" z -o· 2· -o· z -o· 2· -o· z -o· z -o· -2' -o- z -o· 2· -o· 2' -O" ' ' . ii i i EAVE SIZE IN. N IN. IN. IN. IN. IN. IN. IN. IN . IN. N IN. IN. IN. 1 • l I ·--i j 1 1 1 .......,_ _____ c~ __ i _____ . _,...3 i=-----m---c"-> --·----~ l · · i i f ,I, MATCH EXIST. CUP 2018-0011 SIDES / TAll.S STRUCT. REMARKS 1 2 I NONE VALUE -;.=::::::::==:::;:===========I I ' •• .: '! . * AU. fNFORMA TION. SPECfFICAnONS AND NOTES SHOWN ON THIS SHEET REI.ATED TO: IS A ROUGH PL.AN TO INDICATE AND REFLECT TfPE. r0CA710N, Ar-ID QUANTITY OF EQUIPMENT· FIXTURES AND PROCESSES TO FAGILJTATE THE O\NNER/GONTRACTORITHE B«JING PROCS AND PROVIDETrlE INVOLVED GOVERNMENT AGENCJES WITH SUFFfCIENf INFORMATION TO APPROVE THIS PROJECT. .t." IT IS 1HE CONJRACTORS I SUB-CONTRACTOR'S RcSPONSIBJU1Y TO PROVIDE THE BEST DESfGN, 1.AY-DUT, INSTAU.A TION REQUIREMENTS, FDmJRES, LABOR AND MATERtALS PROPOSED FDR THIS PROJECT.. / INCLUDING ALL CHANGES AND MODIFICATIONS TO FIT AND SIMPLJFY THE SCOPE OF WORK W/11-1 1Hi: NECESSARY APPROVAL OF THEOWl'!ER'S. * WE STRONGLY RECOMMEND TO IHE PROPERTY OWNER TOH/RE UCENSED. INSURED, ;WO BONDED CONTRACTORS AND SUBCONrnACTORS. REVISIONS DATE z - ..J - L II: r m ll'. w a. f- m C lO Ill D z LI w a~ I[ I:: IL JOB, BY, DRAWN BY , JC. iii BENEIT'COLIN 13 SCALE, 11 /\S SHOWN~ 1---..:..;====.:.;:.1;m D/\TE' 11/8/18 5 1----------1!~ SHEET NO. __ Ill ra m A-4 OF,__ SHEETS ·. WALLS AND StJB-FLOOR, STRUCTURAL REQUIREMENTS FRAMING LAY-OUT SYMBOL DENOTI=S I~ . , 2 X 4 STUD WP-JJ.. ( NI.AX lo· -o· J . a I For· strudurol glue -laminated lin L er members.. ctn AtT.C certification of c~nformance or a cerlific~te of c.onfonnanc:e ~ed by o curr~ LC.B.O. or:;,proVBd quality confrol agency. m~ be submitted 1-o the building u .sp eetor.s-prior +o instdkrlion., , 2 X 6 STUD WAU.. ! 10· -0~ OR MORE I b J Show dry or wet ~r...ice condition,-lomin_ating eoinbinc:riions or stress requiremen-ts and other spec:ificationS far -the sfn..Jch.Jrcl glue -laminated timber membe~ oh the plan. .ff2?7J,;Z?2[ 2 X STUD WALL BALLOON FRAME NAIi.iNG SCHEDI ff.F NOTE C j Diep~ .shecrthing nCliis Or other approved. shec:rthing connectors shell be driven so ihai--their head or crown is flush wiih ihe surface of fue sheathing. FLOOR AND ROOF FRAMING NOTE d) DO NOT Cui-, Notch. Driff. Bore, Shave,·Taper, oc-for any reason mc;,dify pre-engineer/ IT\al"'R.Haciur-ed ~d ele~•.e.rts such OS glued -laminated members. Poralams .. Microlcms, I-Joists. or light gouge metal members and other similar iirnber or steel products uhless such modificcrlions ore-'Within the wn"tten por-ome"ters seT forth by ihe manufacturer of tho+ proQuci or o letter of: certification from -the mcnufoch.Jrer·s engineer with detail signed and stomped is issued end cuthori:z::ed by the project engineer of record and approved by ihe city or county. ---· ··•·-· ---. STRUCTURAL MEMBERS LEGEND HEADERS & BEAMS SYMBOL SIZE TYPE 4X4 WOOD I BEAM D_F. -2 4X6 WOOD I BEAM ·o,F . .,,, 2 ·4x e WOOD I BEAM Q_F. = 1 4 X 10 WOOD I BEAM D_F_ "" l 4 X 12 WOOD I BEAM D_F. ·= 1 ' X I l X I l -~ X X X l ~-X X X X ( X ( X _x STRUCTURAL MEMBERS LEGEND COLUMNS c::_c. , CB. ' KING & TRIMMER COMBO_ · .4 X 4 WOOD COLUMN D.F. No. 2 4 X 6 WOOD COWMN D.F. N.; 2 •--, 4 X 8 WOOD COLUMN D.F. Ne. 2 CUSTOM SIZE PER FRAMING PLAN * 6 X /VIEM.B&. OF. No.2 or BETTER p X SERIES STRUCTURAL MEMBERS LEGEND FLOOR & CEILING JOISTS G) 2 X 6 @ 16" 0.C. A.OCR JOIST / &-OR I CEILING JOIST DF. No. 2 Q 2 X 6 @ 24" 0.C. A.OCR JOIST / &-OR / CSUNG JOIST D.F. No. 2 0 2 X B @ 16" O.C. FLOOR JOIST/ &-OR I CElllNG JOIST D.F. No. 2 g 2 X S @ ·24• O.C. FLOOR JOIST/ &-OR I CEILING JOIST DF. No. 2 G 2 X 1 O @ 1 6. O.C FLOOR JOIST I &-OR / CEUNG JOlST DF. No. 2 , G 2 X 1 O @ 24· O.C. FLOOR JOIST / &-OR / CEllll"-JG JOIST D.F. No. 2 G 2 X 1 2 @ 1 6. O.C. FLOOR JOIST / &-OR 1 CBUNG JOIST D.F. No. 2 Q 2 X 12 @.24" O.C. FL=R JOIST/ &·OR I CE!LING JOIST D.F. No. 2 G CUSTOM JOIST PER ENG. ==./FRAMING PLAN .!/ • DJ 8 IX]. ~ !Il C.B.C. SHEARWALL SCHEDULE iAlL,,_ QQ..., L -1 I ~ HEADER OR BEAM KING / TRIMMER HEADER SUPPORT 4XKNQPOST • 4X4POST 4X6POST - METAL.COL POST. .. . pi.,.,,. .. SYMBOL VALUE SILL AND BOLTNG TO ROOF == GYPSUM WALL SOARD 112." WI 5d COOLER NAU..S AT 7" O.C. B.N.. EN.. A-35-Fc 1¢.do- 100 Pl.F. AJ'-.D FN ur-.eLOCKED ON SllD I l 6" 0.C. 2.i:1·0.c. ... o.c. I , r- ( . - NOTE: All INFORMATION RELATED TO ROOF FRAMING, WALLS FRAMING AND FOUNDATION THAT IS REFLECTED WITHIN THIS SET OF CONSTRUCTION DOCUMENTS IS BASED ON SITE OBSERVATION ONLY, AND ON ARCHITECTURAL BASIC EXPERIENCE. REFLECTED INFORMATION AS INFORMATIVE DOCUMENTS. IF AT ANY POINT IN TIME A STRUCTURAL WORK IS PROPOSED All THIS INFORMATION MOST BE CONFIRMED BY THE ARCHITECT OR ENGINEEER ON RECORD, BEFORE ANY WORK IS PERFORMED . .-------,. i\ rl , \ , I : ' / I : \ , I I \ / I i \ , : , X . • ' I 1 I\ i I , ' ' ' ' ' . I , • ' \' 11 \I ],: _______ _ 0 . ~i!Zb~ ~i~fc- 101-11-y' -l- 1 r :r·~·:t·::~1 M~ 61A1f?P-) 1( J .: .t I 2X12. lt·· + ·· ·+ ;; . .. \ :.'>ifl~""f""' [, ... ' f·-··· eM'o.o, >u·l 1···-·l . µ, ·] · ·· r·~··*; +--al'7· t-· r· -w· -Ii ! ! i I I I / . • I i j !GYPSUM. WALLBOARD llT WI 5dcool.ER· ~AT .,r o.c. B.N~EN.. IA-SSF@I ISOPIF.1.AS-.oFN. Bl.OCKED ONSn.JO / 10•0.c. I 24"0.C. I J6do epo.c. I .. . • -f; r.:==========~==============================================================;,~=====~L~-'.'.lll=·=t:)!l=;[~'.::1:::;----------~ U 2XIZ Lh.'1 DI >.l<j I fybKl'-"'j !GYPSUM WAI.L BO.ARO ~10· W/ o!td C001.ER NAII.S AT -1" 0-C. O.N. 1:N., 175 PLF.IAt-1:) FN. l..lN3l.Oc:Ke0 ON S1UO / 16" 0.C. WlRE LAlH 'WflH D GAGE. 1 l /Z' LON_G. 7/ Io• t-EAD OR No. 10 GAGE ISOPLF.STAPI.EW/7/8" l.EGSATO"O.C. BN-EN. AN:>FN..ONsn.JD/ 16"0.C. 3re· WOOD STRt..lCltJRAL P.Af..EI.. Sd@ 6" O.C. EN. & 12· o.c. F.N 280 PLF. / 2X Sn.JDS 1 o• O.C. BLOCKED 3/8" WOOD STRUCiURAL. PAt--EL. 8d o 4· O,C. EN & t 2" O.C. FN/ INTcRt<Al:DIAlE SltJDS 2X AT EDGE NAILING TO ABlITllNG PAl'-ELS 430 Pi.F. ax SlUDS ARE REQURED fRAMJt,,.IG. I~-o.c. BLOCKED 3/8" WOOD STRUCIURAL P.AN3. 8d @ 3· O.C. EN. & l ~ O.C. FNJ INlERMEOIA.lE sruos 2X A EDGE NM.ING TO ABUTIING PAN;l.S .550 PLF. 3X STl.DS ARE REQLJIRED.no;'AN\ING 16· 0.C. BLOCKED 3/8" WOOD STRUCTURAl. P.Al"-B.. 8d o 2" O.C. EN. & 12' O.C. F.N. / INl'ERN\EDIATE sruos 2X AT EDGE NAJUNG TO ABUTTING PAN3S 730 Pl.F, ax STI.DS ARE REQUIRED FR.AMII-.JG 16· 0.C. BLOCKEO 15132" WOOD SlRl..JC1tJRAt. PAN3. I 0d o Z O.C. EN. 8. 12" O.C. 870PLF. 3X SlUDS ARE REQUIRED FRAMING 16• 0.C. 81..0CKED NOTE: ALL SH:AR WALLS SHAU. HAVE A N\INNIUM OF I 2" X I S-DEEP CONJNJDUS FOOTING WITH I 2 J -4 BARS T.& B. I A-3SFol l6do 24"0.C I o· o.c. A-35Fo 16do 2-4"0.C. ... o.c. . L1P4o 16do 12" o.c. 6" O.C. L1'P4@ 3>L 511.L WI 3/8" a-0.C. OX6"LAG. SCREW o · e• O.C PROPOSED FRAMING PLAN LlP4.cz:o, 3x._SU.W/3/S-3/1&" -! co" a· o.c. ox6·LAG. SCREW• e-o.c llP4o 3X.... SU W/ 3/8" a• O.C. OXb"lAG. ·SCREW@ B"O.C L1P4 z 3X Sll / 3X Rtfv\ 6"0.C. OR BU{ 3/e· 0 X o· · LAG SCREW o 4" o.c;.. . •.• .. -· ·------ . • ' . :•SYMBOL iYPE (1) ST (3> FHA . (3) PS j i <4> MST .. <.5) ' MST <6) MSTA i <7) LSTA i ' <a) CMST <v HAS· (I ' ~ LFTA ' ~) CUST. - I ' I CUP 2018-0011 SEISMIC STRAP LEGEND -SERIES l..B'-IGTH MATERIAL METAL METAL METAL .:52. 52" METAL 37 3711 METAL METAL METAL METAL M>=,Al METAL P~ e-.iG. CALCS METAL . . POSITION MANUFACTURER HORIZ. VERT. SIN\PSON I Strong Tie SIMPSON I St:-ong Tie SIMPSON / S+rong Tie SIMPSON / Strong Tia v SIMPSON / Strong Tie v SfMPSON / Strong lie SIMPSON / S+rong Tie SIMPSON / Strong Tie SIMPSON / Strong Tie SIMPSON / Streng Tie . Certified weld / shop * t_1.LLINFORMAT/ON, SPECJFICA110NSANDN07ES ~WNO/If THIS SHEETRE£.ATEiJ TD: / ' I ISA ROf/GH PLAN·TO INDICATE AND REFl..Edr 1YPE; LO~TlON, AND Q!JANTTTY OF EOulPMENT. FIXTURES AIVp PROCESSES Jo FAClU/A 7E THE OWNERECONTRACTORITHE Bljb/NG PROCESS AND PROVIDE TH~ INVOLVED GOv/ERNMEffT AGENCIES W11H sUFRc1ENr INF=ORMATION m APPROVE THIS PROJECT. -; ! · * ff IS 1HE CON7RACT~8-CONTRACTOR'S RESPONSfBlLJTY TO PfK/Vli:JF 1HE BEST D=SJGN, lAY•OUT, /fJSTAUATfliJN REQ}/JREMENTS. FIXTURES, LABOR Ai,m MATER1Al.S PROPOSED FOR THIS PRn.i;::r':T.I JNCWD!NG .t.N CHANGES AND MODJFICinONS TO fff ANO SIMPLIFY THE SCOPE 0~ IM'lc,i.-: wml·iffE NECESS.ARV APPROV.Af. OF 11-fE OWNER'S. \ * JIIIE" smbNGLY RECOMMEND TO THE .\ PROIER7'f OWNER TO HIRE LJCENSED, \ rWJURED, AND BONDED CONIRAGTQRS AND \ i, 'BGONTRltCTORS. REVISIONS DATE 5 lgil I BY, I:; w il If w ~ IL a ffi ~ i w •5~ I= ~ i~~lli Out~ ........ o wda • F ~ -~ ~ M~i§ ~5 ~~i ~~,~~i11;t i w ,35,,~ ~ auo•a••a .... If ~ < 1~~1ifi;,, ;j~um~~ I z ~ f'--!ii ill z " ...I m Ill £! D Ill m ~ C: • Liu_ f- • LI I-a: m ::J n: w [1 f- m ui II.I C • z u w a • C [ m J•El' z .... :. ~ ,! il 6 0 u •~,i m l' u § I IL .~ 0 ~§D ~ "' z B: gm:, @ •a . m~ !!: ~•O 0 -:i-!o • --~ ~ !l!!!l; ~~z C " -gl it ~ ~ u Ii: IJ z I!: Cl 0 0 M Iii ~ ~ 0 u m N a ~ 0 -'' J ili i "' 0 m l-m§ :i m ii! "' • w 05 ~· m' m 0 . m ~ !; -o~ 19 IJ'i" Z ~~!· ~ w ' Qi~ Ul a u; !z w :. a ~ :i. a OR/\WN BY , JC. w BENET'COLll'I a SCALE: ~,: AS SHOWN: •ATE' 11/8/18 SHEET NO. __ OF , __ .SHEETS FOUNDATION DIMENSIONS LEGEND SYMBOL DIMENSIONS STEEL REINFORCEMENT -·---~,=c-F==_,=,+-1-2_·_x_1~9~-~c-'-'o=-NT-'-.~F~o~u-ND--"---A-T-10_N_i"~w--,-,--1-# ___ T ___ &_B ___ 1_s_1NGLE ___ s_T_O_RY_11 -+-----~-~---------; I C-F-2. I 1 5' X 18" CONT. FOUNDATION W / ( J .,,, T. & 6. (06L STORY) I C-C•F. • X ---CONT. FOUt--OATION -t __ w_,_l __ l_"~=~T_._&_s._,.-__ ,_1s_T_o_MJ __ , 1 6" X 1 s· SQUARE X l 6" DEPTH W/1 J# BAAS T. & B. @ B. D. I Nc.2 W/1 )4" BARS T. & B. <> B. D. 30· X 3cY SOUARE X 1 e· DEPTH . W/( J,n, BARS T. & B. @B. D . 1Nc.3.1 32· X 32. SQUARE X 18" DEPTH W/1 J# BARS -T_· & B. @ B. D. 36" X 36" SQUARE X 1 8" DEPTH W/1 J,n,-BARS T. &·s..@ a D- I Ne.A 48" X 48". SQUARE X 1 B" DEPTH -+------=~----------, WI [ I·"" BARS T. & B. @ B. D. W / l I-"'~ BARS T. & B. @ B. D. ! No.o ! 62" X 62" SQUARE X I a· DEPTH W / I I # BARS T. & B.· @ B. D. CUSTOM SIZE PER ENG. CALCS IC ll---.x--·-s_Q_U_ARE-,-x:-==.~DE~-=PTH=':==,-=w=~,~1'--'--~1-#-=-=-'--~BARS===T~.&::-:B~.-o--=s~.~D~---1 FOUNDATION l.EGEl'-JD SYMBOL .DENOTES err. EDGE OF SLAB AND FOLNDATION STEM WAll NL EDGE HDLDOW'NS I AS ~ B'-IG. CAJ..CS Af'4CHOR BOLTS/ AS PER FTG. SCHEDULE FOUNDATION NOTE, ANCHOR Bl.TS FOR SHEAR WALLS SHALL.INCLUDE STEEL PLATES WASHERS,-A M1N1ML!M OF 0:229" BY 3 "X 3 • IN SIZE. Sil.I. PLATES RESISTING A DESIGN LOAD GRATER THAN 350 pCf. AND SHAl.l NOT BE LESS THAN 3 IN. NOMINAL MEMBER. CBC 2305.3.1 ~ SBSMIC STRAP LEGEND ~MBO TYPE SERIES LENGTH MATERIAL MANUFAClURER POSITION HORIZ. . VERT. I 1 ST METAL SIMPSON I Strong Tie !--'~-+--"--+---,1----+'-=-"-"'+""-'-=-='-'-'-'--=-'"-="'-'-=-f---+---f, 2 FHA METAL SIMPSON/ Sjrcng T1e W PS METAL Sw.?SON / Stn:,ng T1e 41 N\ST 3Z-sz.• METAL SIMPSON/ Strong T1e 5I MST ?;>--; METAL SIMPSON I Strong Tie ~-MSTA MET AL SIMPSON / Strong Tie 7 LSTA METAL SIIV\PSON / Strong Tie @J CMST METAL SI/V\PSON I Strong Tie @ HAS METAL SIMPSON I S<rong T10 ~c:se'--1----'--+--+----+-..:....-+'---"-----'-"'---'~-+---i ~ lFTA METAL SIN\PSON / Strong Tie 1(9 CUST. PER 8'.IG. CALCS METAi: FOUNDATION .NOTES 1 .-SOILS ENGINEER TO REVIEW FOUNDATION PLAN PRIOR TO COMPLETION OF GRADING TO VERIFY COMP~ W I SOILS REPORT RECO/V\IVB'JDATIONS. 2.-ALL FOOTING TO BE 1\1\1"-J. 1 a• BELOW NON EXPANSIVE NATURAL FIRM SOil OR APPROVED COMPAc:n:D FILL 3.-HOl.DC>WNS ANO-lORS MUST BE TED N Pt.ACE PRIOR'TO FOUl'-OA110N lf',JSPECTION. Certtfted weld / shop SOILS NOTE£ 1.-I AS A LICENSED !3'--IGINeER.. I HAVE Ct.ASSIFlED TI-IE LJ!',.OfSTIJRBED NATIVE SOILS TO BE: ' "--' . PER:. TABLE l 61 OA 1 OF THE 2007 CB.C. I HAVE ASSIGNED A FOl.Jl"-DATlON:. ACTIVE PRESSURE OF ____ P .S.F. & AT-REST PRESSURE OF ___ P .s.F. FOR THE DESIGN OF FOUNDATIONS lo. I ~"TED OCOJPANCY CATEGORY 4.-SL.AS ON GRADE TO BE 4-· NET W / ""3 REBARS o 24~ O.C:. E.W. OVER 2" CLEAN SAND. OVER 1 0 /V\ll. VISQLJEEl'-.J. C?VER 2 • CLEAN SAf'O. C?~ Nc,r,,.J EXP-6,NSIVE APPROVED COMPACTED FILL / NATURAL SOIL OF BLDG. AND SiRUCTURES .AS:_ 11 _ I RES!DS"--ffiAL. l PER TABLE: 1604A5 OF THE 2007 CB.C. 5.-BASE OF WOOD SHAU. BE a• ABOVE FINlSt--ED GRADE.· 2.-l ALLOWABLE BEARING FOl..NDA'JlOr--,1 At--0 LATERAL PRESsl.JRE PF SOIL lS: ___ _ PER CLASSIFICATION t No._ l At-.0 AS PER TABl.E l B04.2 OF 11-lE 2007 c.8.C. ENG. CONIPANYNAN\E; _______ _ 8'-IG. NAME __________ _ 6.-IF APPLICABLE: YE£_ NO __ SOILS REPORT WAS PREPARED BY: FIRM NAME: ENGINEER'S UC. NO.__ EXPIRATION DA1E, --• ENG. NbJv\l;.: _______ TITLE, __ _ UC.No. EXP. DATE 7.-SOILS B'-JGINEER TO NSPECT ALL FTG. "fREl".lCHES TO VERIFY lHAT SOltS CONDITION IS AS DESCRIBED N SOlLS REPORT •. S.-PRIOR.TO FOUNDATION INSPECTION. SOILS 8'-JGJNEER SHALL PROVIDE l.ETIER 1HA T STATeS:: AJ TI£ BUB.ONG PAD WAS PREPARED IN ACCORDANCE WI THE SOILS REPORT. BJ THE U11LifY 'TRB'JCHES HAVE BEEN PROPERLY BACKFILLED & COMPACTED Cl lHE FOI...Jl',.IDATION EXCAVATION. FORMNG. At-0 RSNFORCEN\EN'T CON\Pi.Y WJTri TI-IE ~SOLS REPORT & APPROVED Pl..Al'--l S1Gf',.IATURE ______ JTTLE __ _ 3.-l THE STRUCTURE£ SI WIIJ.. BE LOCAlED ENTIRELY ON NATIVE / ur-JDJSTURBED SOIL OWNERS / B--JGINEER"S SIGNAlURE 4.-I IF THE BUILDING u,.,a>ECTOR SUSPECTS FILL. EXPANSIVE SOILS OR ANY GEol.OGIC NSTABILITY BASED UPON OBSERVATION OF 11--IE FOUNDATION EXCAVATION.. A SOILS OR GEOLOGICAL REPO~. AND RESU8N\ITTAL OF PL.ANS TO ~ CHECK TO VERlFY THAT THE RS"OR'l: RECO/v'\,/\,'\et-.JAllONS 1--i.A.VE BEEN NCORPORATED. MAY BE~ .. SEISMIC HOlDOWNS LEGEND_ LOCATION CONNECTION SYN!.BOL SERIES TYPE CONCRETI: sue-MATERfAL MANUFACTURER ANa-toR SERES 11--~--.----.---+c_ONT __ ,-_,_cs_. I_FL_o_o-jR ---..,.-----------+-:-::c--t-v_E_~_'---i-HO __ =_·--j G:). _. .. HD / MET Al" SIMPSON / Sirens ·T,e ~TB I (i:i HD /1J2.J',. METAL SIMPSON/ Str.ons Tie ~~ / r.:::---, AB. ~ PHD / X METAL SIMPSON/ Strong Tie SSIB / ~ -~ HTT / MET Al S!Mf'SON / Strong Ti~ SSTB / ~ -~ LTT / METAL SJMPSON / Strol"l9 Tte SSIB / ,/:---, AB. W MTT / METAL SIMPSON/ Sn-ens T"" SSTB I -, (71 SlHD / X METAL SIMPSON/ Strong Tie N TO FIG. pa ,,,ut,u: ( 8 / I.STHD / X MEfAL SIMPSON/ Strong Tie NTOFlG.F'ER,\Nl,NJ I-J.(L9~'1L./-..!P~A~*/'..__-if-_!X~-t---i~MET~~AL~.µs~IMP~~S~O:?!N:::_!/~S~"~c~ns§!..!T~•e::.-j~~~!N~=~~~G~-!1'ER~·~~~•-. /1 o) HPAHD / X METAL SIMPSON/ Sh-ens Tie NTOFTG. PER Mf>N.. @J .CUST. PER ENG. CALCS OTHER \:ff ... r I f --( FOUNDATION 1-- 1 I I I I I I I ~ I NOTE: ALL INFORMATION RElATEDTO ROOF FRAMING, WALLS FRAMING AND FOUNDATION THAT IS REFLECTED WITHIN THIS SET OF CONSTRUCTION DOCUMENTS IS BASED ON SITE OBSERVATION ONLY, AND ON ARCHITECTURAL BASIC EXPERIENCE. REFLECTED INFORMATION AS INFORMATIVE DOCUMENTS. IF AT ANY POINT IN TIME A STRUCTURAL WORK IS PROPOSED ALL THIS INFORMATION MOST BE CONFIRMED BY THE ARCHITECT OR ENGINEEER ON RECORD, BEFORE ANY WORK IS PERFORMED. ?'. --·-------~ . . /; . . . . ' \ : : . . , \ / ; ' \ ,' : •, ' ' : ,, : " , . ' . • I , ~ ' , ' ' . ' I • ; : / '.. : : / • l ~· \: '···--·-····_j L ________ ; o7-____ _ I l I ! I I I I ! I l I f I I l -__ _..L _ __r--- ~-------7 f\\ /; ' / : . , , I ' . ' . ' ' I \ r 1 , x . l , l • ' I : / \ I I I \ ' I ' ' ' -, \ I I , ' ' I \ i r:_ ______ ~ --------------· ---->+------- r,..------J! I \ 1 I I \ I f : \ / . I \ • I ' • 1 ' T \ # I I \ • r 1 \ 1 I I \ r ' I ,\ I : ' \ i I I \ I ' I • \ I I 1 \ I I 1 \ I •;' ' ' ' .. II " t:_ ________ ~ J__ ___ ---------------------------------------------------- EXISTING FOUNDATION PLAN (rrl.1-h 1-11-----a,.._ \ ' -- CUP 2018-0011 LATB<AL REQUREMENTS ANCHOR BOLTS C.B.C. SD.L BOLTING LEGEND A} PROVIDE 718" Mil"JIMUM. NOMINAJ.. OIAIVIETER STEEl.. BOLTS SYMBOL V N..LJE Sill AND BOLTING TI-IAT ADEGUAlEL Y SECURE WOOD Pt:Al'ES bR SILLS TC) 2X PRESSURE TREATED 1j-lE FOUNDATION OR FOUNDATION WAll l c.B.C:.. I 0 l SO Pl.E W/ 518" c/J X l 2" ANCHOR B) SHOW SlE3.. BOLTS TO lHE E/v\BEDDED N\JNJN',JJM OF BOLT@ 45· o.C. /INTO CONCRETE OR MASONRY. N\AJ(J./,,AJJM SPACNG BET:WfEN STI:B.. BOLTS~ BE LJ/\IVTI3:) TO 4 FEET. C"! ~X PRESSURE TREATED [ c:£.C. l \_V 22.5 PLF. W/ 5/8" cj) X l 2· ANCHOR C) PROV!DE. A N\INMUM OF TWO BOLTS PER PIECE OF SIU. . . BOLT® 32" O.C.. OR WOOD PLATES. ONE: BOLT SHAU. BE LOCATED NO 0 _x PRESSURE TREATED MORE 11-iAN 12· OR lESS THAT C 7 BOLT DIAMETER l FROM 3 300 PU':'-WI 518" cJ::, X l 2" ANCHOR EACl--1 END-OF THE PECE OF SllL OR WOOD Pl.AlES. BOLTS BOLT@ 24" O.C. ., - SHAU BE NSTAUED WIT}-1 PROPERLY llGl--fIB'..l8: NUTS !-----+-----t---x=e=RE"s=SURE==-=TR=EA:cTED=:---fl AND WASHERS. I CB.C I 0 D) PROVIQE SQUARE STEEL f'LA.TE WASH:RS OF ~M _ 4 560 PLF. WI 5/8" ¢ X l 4" ANCHOR S-X 3· X 3/16.iHICKl"1ESS ATEACl-iWOOD PLATE OR SILL BOLT@ 24" O.C.. PLATE BOLT. [SEC._·_ CB.C. I 0 _x PRESSURE TREATED 5 B40 PlF. W/ 5/8" c/J ?<. l A" ANG--lOR BOLT@ 16" O.C. I I I I __ _j 1 l ' r I ., ' >--~--+-----t-----·------·---·-·-·-... -·-0 X PRt:SSURE lREAIED 6. i 1 20 PLF. W/ 5/S" ¢ X I A" ANCl--lOR--' . BOLT@ l 2· O.C. 0 _X PRESSURE TREATED 7 16 l O PLF. W/ 3/4" ¢ X J ,4" Al"-0-IOR BOLT e ! 2· O.C. @ l970PLF. _X PRESSURE TREATED WI 7/S• ¢ X 14" ANCHOR BOLT@ I 2" O.C. -BOLTS TO BE A-307 • EMBEDDED A M!NfMUM OF 7" INTO FIRST POUR ON TVVO PORT SYSTEMS • BOLTS AT CONCRETE CURBS TO BE EMBEDDED • 3· X 3· X 3/16" PLATE WASHERS TO BE USED ON 3 -8 " il1i11' l I ~ l __ ..,.L __ ...1!----+1- ~~h --···=:) .. I • • • · -1 \ ___ J , ~-~-...... ~---------1 X [Al.L 1NFbRMA77DN, SPECIRCA710NS AWD NOTES SHOWN ON THIS SHEET RELATED TO : rs A ROUGH PLAN TO,fNDICA7E AND REF!.ECT TYPE, LO~ATION, AND QUANT!TYOF EQUIPMENT· FIXTURES AND PROCESSES TO FACILJTAiE THE OWWER/CON1RACTORl1HE BIDING PROCESS/ AND PROVIDE THE INVOLVED GOVERr,!MENT . AGENCIES WITH SUFFIC1ENT INFORMAT/Of.1 TO APPRDVETHfS PROJECT. ;;. !ITIS7HECONTRACTORS/SLJB.CONTRACTOR'S . /RESPONSIBILITY TO PROVIDE TrlE BEST DESIGN, \LAY--OUT, INSTALJATIDN REQUIREMENrS, FiXTURES, LABOR AND MA7ERfALS PROPOSED FOR 1H/$ PROJECT.I INCLJJOING AU. CHANGES AND MDDIRGAIIONS TO Fff AND SIMPUFY THE SCOPEOFWDRK wm:' THE r-JECESSARY APPROVAL OF THE OWNl:R'S. X IWESUWNGLYRECOMMENDTO~ !PROPERTY OWNER TD HIRE UCENSED, J/NSURED, AND BONDED CON1RACTORS AND , SOSCO,v'TRA'C"7'C ---------------------------- REVISl•NS •ATE BY, 11------•-... ~ ~ 11--------,l----llw z - .J Q D m~ w C: •. Uu-1- • u t-[[m~ w Q. ~ z w m ~ ~ (!) -I JOB, C mUI • LI a • C a: 11----------t,~ •RAWN BY , JC. BENET'COUN l'.i SCALE, ~ 1-----A .. s_..s ... H_• __ w ...... N.,.iii DATE, 11/8/18 SHEET ND. __ AB •F , -~ SHEETS z :I ~ ill m ~ ~ D I I Ii ,· ' · ELECTRIC NOTES A-Beetric:d Contractor to verify d lrn:;:om!ng service ond final hook-up of oll aµpliccbla equipment end to provide oll breakers, c:onduit, starters. SW1tches, E.-f"c. unless stated - otherwise. B. • AB elecfrlcol outlets end connec:flor,s sho-.vn on this plan ore for equipment shown on servk;;:e equipment pion only. See Architec:t's pk::sr, for odd1t1or,ol eleclrt=I , c_ All hort=ntol dtmerl$tons shown ore from the finished face of well to centerline of outlets or from centerline of outlet to c:::enterllne of outlet unless noted otherwise on D. - plons or detolls. Eleefrlcol Contractor 1-o verify all dimanstons ot lob stte. Elec:trlcol Co~ctor shoH provide di receptodes, outlets end junciton boxes. Fixture ·. F. - . G. H. - I. - . J_ - 'K. - L- fabrtc:otor to locate di receptodeS and switches when part of fixture. lnternc:ii Wiring to be provided ond lnstoHed by Sec:tncol Contractor. Elech-Jccl c;::ontract6r to supply o 3 foot plgtall flax conduit ct oil direct c::c,n,...,_8 ,:t Stubs end also extend end connect to equipment. A1 symbols· noted -+ l 2-or ... 24•, etc. Indicate the height of the stub on well or finished floor +o centerhne or OUilet. ,t..ll outlets noted to stub out of finished floor or cur-b or wall located cs shown. Elecfrlccd Contr-cctor-TO pl""oVI~ a minimum of 3 wires on all equipment required by monuf. Electrtcal Contractor Is To provide orid wire magnetic contoetor {SJ fol"' power shut-off. Electrlcol Contractor to provldEt and lnsto\\ service on roof for e:,.:houst fens ond moke-up cir systems. Verify location at-Job site . Eleclrii=.c::d· Contractor to Provide cops arid Cords fOr·ctli Items -v,.,hlc:h use convenience·· <:Sutlets v,,han noi-provided by mcnufod-urer end shor+en ony cords If re,;;;iuestad When sound/music system=, ore provided. Eleetrlcat Contractor to provide clrcults and moke di necessary eleclrlcd hook-up::.. llght-oncl'. power pona,ls shdl be selected with 20% spore circuit capacity to permit expansion. M.. -Electrlcal Confl"'octor Is t""o be ra$pons1blei for their phase of work ond To h,;rve 1-t In occc...dancE3' with standc::il"'d requlr-ed by oll general, state, federal and di codes for the-ore-a where Job Is being done including oP heolth ,;;;;odes. 1----'===r=====~~=========,----'-I NOTE - A-l B.-I C.-I <HESE PIANS AND ALL WORK DESCRIBED SHALL COMB. Y WITH 11-iE CAUFORt--llA BUILDING STANDARDS CODE FOUND IN THE STATE OF CALIFORNIA TITLE 24 CCR AS AMENDED AND ADOPTED BY COUNTY Of' SAN DIEGO LIGHTING NOTES· Lighting In Bothrooms, Goroges, Loun.dry Rooms 0nd. Utdtty Rooms. All lumlncries shall either ba high efflcocy or shoU be controlled by Cln occu.pon+ sensor. In bathrooms, garages~ ~undry rooms, and utility rooms. AR ft:xtures must be high efficacy style or be. controlled by a manually-on occupancy sensor •. in the ki-t:chen ct leost one half of the wottoge roting of _the fixtures · must be high efficacy wrth non-high efficacy fixtures switched sepc::,i-otely note: Approximately 3/4" of the fixtures will be required To be Of the . high efftcOcy variety. !D.-) lumlnerles that ora ra~=ed !nto lnsulated.,cetllngs ore required . to be rated fol"' Insulation corrtocl 11C-roted1 so 1-hot (nsul¢ion =r, be pieced over them. The housing of the lumtnarles shell be C1rt1ght to prevent condltlor,ed olr eseop!ng Into ihe ee!hng cc:llvliy or c:rl-tlc, un=ndltloned ~lr lnf11trc::ittn0g'-fr_o_m ______________ -, the celling or attic Imo 1ha conditioned specs. E.-) outdoor lighting fixtures are-required to be high efficacy oi--controlled• by a combination photo control/monitor set"lSor. no+e; generally a high efficacy style of-.fixfure is fluoresi::::ent complete with electronic ballasts. Regular incandescent, quartz:~ halogen and · halogen MR. lamps do not comply. ' .. ' RECEPTACLE NOTES NO"TE: G.f.Ct PROTECTED RECH'TACLE Oun.ETS ARE REQU!R.ED VvTIHN 25 FEET_ OF AL MECHAl"-IICAL EQUIPJ\I\ENT I HEATING, AIR..COl'-OITIONNG At-JD REFRJGERA110N EG>UIP/V\8-.JT I PER NEC. 21 0.63 NOTE: All COUNTERTOP ~AO.E OUTI..ETS SH~ CONIF1..Y WiTH NEC. ART. 21 0-52 IN KITCI-l&J ~D Dlr-JJNG ~ OF DWELLNG Ul'UTS A RECS'"TACLE OU1l.ET SHALL BE JNSTM!.ED AT .EACH COUNTER SPACE WIDER 1HAN 12 INCHES. RECEPTACLES SH,bJ,.L BE INSTALLED SO THAT NO POINT ALONG THE WAU llt'JE 1S MORE lHAN 24 INCHES "'1\EASURED HDRIZONTAlL Y FROM A RECEPTACLE Oun.ET IN 11--IAT SPACE. -ISL.b.ND AND f>ENiNSUl.AR COUNrERTOPS 1 2 INQ-IES BY 24 INCHES LONG l OR GREATER l St-IA.LL HAVE AT LEA.ST or-.E RECE?fACLE. COUNTER TOP SPACES SEPARATED BY RANGER TOPS. RS=RIGERATORS. OR SINK SHALL BE C~ AS SEPARATE COUNTER TOP SPACES. -NO-n:: BATHROOMS CIRCl.llTll'--IG SHALL .BE EITHER: A ·1 A 20 AIV\f'ERE ORCUIT DED:ICA.TID TO EACl-1 BATI-fROOM OR BI AT LEAST Or--.E 20 AM.PERE CIRCUIT SUPPLYlNG ONl.Y B.A.THROOM REC&TACLE oun.ETS. N6TE::RECEPTACLE OUTLETS N HALLWAYS SHALL COM.PLY \oVfTH N.E.C. ART. 210-52. FOR HALL WAYS l O FEET OR MORE-!N l8'1GTH AT LEAST ONE RECEPT~Q.E Ot.m.ET SHALL BE REQUIRED NOTE: REC;EPTACI.E OUTI.ETS LOCAllor--tS 'N'lll CO.N\PLY ½'ID.-J N.E.C. ART. 210-,52 ( a J · NOTE:IBEDROOM BRANCH ORCUITS WIU. BE ARC FAf.JC.T PROTECTED WITT-I N.E.C. ART. 210-12 ( b I NOTE: GRciuND-FAULT CIRO.JT-lf'..!TERRUPTERS PROTECTION COM.PLIES \Nl1l--l NE.C. AR'T. 21 0--8 NOTE: ALL 125 VOLT. SNGlE FAce. 15 AND ~O AN'IPERE RECS"TACL.ES • tNSTAU.ED N BATHROOMS. GARAGES, BASEMENTS.. OUTDOORS. UTILITIES /-SERVICES A TELEPHONE OUTLET © T.V. CABLE OUTLET $ COMPU1ER ~UTLET ~ MASTER ANTENNA CABLE ·~::;t=~~:c=:_--~~::....:=.=~=--=--=-c.~~ • ,....,..._ I ~ MAIN CON1ROt PANEL <l~ SPEAKER . ~-/'JAR/VI CON1ROL SUB-PANEL ~ INTERCOM MAIN CONfROL 'o1 . I~ I INTERCOM TERMINAL i:,;J. ~ SENSORS.· ,L-=....i.::=:::..:.,:..::::=:..;::=='------'---'-----"'--'-=-'-'---'-------'---~ --: · -T!-:,,s project will comply with the County C:.f · San D,;;;,go · lighting ordinance. Out door lighting shall be high-efficacy luminaires or shall be controlled by a photo control I motion -sensor combinatiqn. --•":.. · OUTDOOR LIGHTING SHALL BE HIGH-EFFICACY LUMJNA;JRES OR SHALL BE CON1ROLLED BY A PHOTO-CONTROL/MOTION-SENSOR COMBINATION_ :·.----·--. ' FWORESCENf FIXTURES NIUST BE OF TI-lE BALLASTED li'PE THAT ONLY ACCEPTS FLUORESCENT BULBS WITH A MINIMUM EFFICACY OF 40 LUMENS PER WATT. ----·-· , ____ _ -,- ELECTRICAL AND UTILITIES Pl:AN ( ELECTRICAL \ \ MODIFY AND IMPROVE EXISTING ELECTRIC SYSTEM TO ACCOMMODATE NEW FLOOR PLAN LAY-OUT RELOCATING EXISITNG LIGHT FIXTURES, SWITCHES, OUTLETS-RECEPTACLES AND WIRES MODIFY AS NEEDED TO OBTAIN REQUIRED LIGHTING REQUIRED BY CODE ?. --·----*-----, .. J!. : ·. r~ : \ ,' 1 ' . , ' 1\/! . ,. . •.• : . /\ i I ' I ,. : , I \ i j I • : ~-------~j ~---------------- ~ 1 ~ 1 I { I D r~------7: I \ / 1 : \ / ; : \ / t I \ / I ' '{ . : \ I I , \ 1 : / \ ! I T \ • I ' ' ' ' \ I I , ' 1 / \ I i _____ ~ r:-----7; I \ 1 1 : \ I r I \ I • 1 \ • I I ' / 1 0 \ I I I \ I l ; , I l ; ,\ I ; ' ' I I / • o I / . 1 I i / \ ; 1 / '\ l • I \ l !/ " L_ _____ , l~I \ \ I I I\/ I \ ~~ --------------1 ~ 1------------~ --· ------------.-- PL/\N !5/1a.-"= Ito 11 ---~---- ~ I \ I I I ~ -~----- ELECTRIC LEGEND OUTI.ET STD. TYPICAL k+>{ . CEILING RECESS LIGHTING FIXTURES 1HREE WAY OUnET REMOTE CONTROL GARAGE G.FJ. OUTLET STD. TYPICAL OPENER W/ LIGHT r-•--"'-. 7 _AF-'---O"-'-AR...:.:.C=-F:..cA--=U=LT.:_:CIR=::::CU=rT.:....::INTERRU..::' ==::P._TER=::......---1--~®:=F?----fF'-'L::U:::O=R:::E:::S::::CE=N..::T.:.._:Fl..::XTU=:".R:-;E:::S:.._ _______ -I, (Th EXTERIOR G.F.L OUTLET STD. TYP. Q) J' BOX ~ r-----------+--=-t=--=--=-:..--------1 WI WATER PROTECT CAP .$ SINGLE SWITCH 1HREE WAY SWITCH $ MANUALLY/ ON OCCUPANCY SENSOR SWITCH GARAGE DOOR OPENER SWITCH EXTERlOR MOTION DETECTOR LIGHT S\NlTCH WI SUN LIGHT SENSOR @ HEA, t.AMP Iv WALL MOI..JNTED LIGHT RXTURES n CEILING MOI..JNTED LIGHT FIXTURES I y ------- > SMOKE DETECTOR PERM. WIRED WI BATTERY OP_ BACK-UP SYSTEM SMOKE DETE=OR BATT. OPERATED ELECTRIC FAN W/ 5 CHANGES OF AIR EVERY 1 HR I MAINPANEL METER ~ PANEL W / METER C3'3 SUB-PANEL T UNDER GROUND ELE=R!c UNE @ EXISTING ELECTRIC FJXT_ TO REMAIN ¼ ~INFOF_vMTJON. SPECfFICATfONSIWD NOTES SHOWN ON rnt¾sHE:ETRlELATED TO: IS A ROUGH P!AN•-/{(? INDICATE AND REFLECT TYfE. LOCATION. ~ QUANTITY OF-EQUIPMENT - [!TXTLJRES AND PRociss,SES TO FACILITATE AND PROVIDE 7HE wvoLV.co GOVERNMENT AGENCJES WITH SUFF/c~JNFORMATION TO APPROVETHISPRO.JECT. }~-. + 1T IS THC CONTRACTOR'S/" sua:.c;oNTRACTOR'S RESPOMSlBI!JTY TO PROVIDE TI-IE BEST DESIGN, ! !.AY,OUT, /NSTAilATlON REQUIREM&flS, FVGUP.ES. LABOR ANO MATI:RTALS ffiOPOSf!D FOR THlS PROJECT.I fNCWDING Ail CHANGES AND MODJRCATIONS TO AT ANQ SIMPUF'( TrlE SCOPE OF WORK. W11n" TrlE NECESSARY APPROVAL OF1HEDWNER'S. · * WE S7RONGLYRECOMMEND TO THE PRDPERT'IOWNER TO HIRELJCENSED. INSURED, AND BONDro CONTRACTORS A~ , SUBCONTRACTORS. .· .·, REVISIONS DATE SY, 11-------11--t1M i t--------1~-f w z " -iii J z~ Ill Ji Dwm: D Li U-f- lJ L [[ -::i r: ID n: w Q ; C mHJ • z LI w o • C m I:: IL w !fl z •& WW f--0 < LL 0: _j --; w w 1--~ lfl' 0: ~ [:) w ::J ~ zg~ s ~ < 0 • 0: ' ~ 1-- JOB, II >-w _J LJ I X ill _J < It 2 [I: D l!- • It D u w It z ~ w !J 6 ~ a ~ • ~ a: •-! w-u • ru ..J OJ m 8 Ill . fU • < -3 w u q f-• " a: • " z •< . • U Ill@ ~ m :::r...11": • u ID a: -_: ~ o < I ID U 0. ~ I!'. w -I!'. i 0 ti :J ~ z .... =-------12 DRAWN BY : JC.., ~ BENET'COLN ~ SCALE, ~ /\SSHOWN ffi 0/\TE, ··- 11/8/18 ~ ~i z, ~: SHEET NO. A-7 OF, SHEETS f. .. a rn ffi i • PLUMBING AND MECHANICAL PLAN .+:·---=-- PLUMBING NOTES 1-=lc-. ---+.SccEWER==-c-,UN=c-cEccT;;O=-cB=EcoAB=-cS=. ~====,-------------!· .~ 2. -DRAIN. WASTI; VENT TO BE COPPER. .. """''"' 3. -HOT AND COLD LINES TO BE COPPER. CUP 2018-0011 PLUMBING LEGEND @ WATl'cR HEATER +..i HOSE.BIBBS REVISIONS 0/\TE BY, It-------1---1~ • " 1---------1---1~ 'I'beStmafCmif.-aist~ thetllil MIW"haat.-with11r10 in thn uppm,ono-third and<111111 Ul tho 1- 4_ -GAS lJl'-,.IES TO BE GALVAJ"t.JiZED PIPE. usbeumppmiwl'Qiat.m11vam~tduringm:temth• --umdofthowator-hlllltllr.FllatmltbDstr1p1olhe l---l~c=o~NTRA~=-c-cCT=o=R"°'T=o=-cVERlFY===--=s~EWER~=~DEP=='TH~------------1· qUW..'l'hisamb1>=:muplisbCUbymstn11mrllDYof-_ .a~'lrifha.oc=wnc&~e!!Scbatt'l,"di:zmeierwitb. tha_.ttie-collllW'lcita~ymndnf'ort6trllm• v.miai=ampe=t:ni.li=ofl'l;-mtoawcodffl.ud.oftbo 5.-AND POINT" OF COl'JNECTION FOR ALL l.ITllITIES. mg,rw,r1-tua{exmnplo1lor:,1>11QUl.mako1oi::c" 1'11ll.rihn~betwemthflmdefthoGC;;CWUDd MODIFY AND IMPROVE EXISTING HVAC SYSTEM TO ACCOMMODATE NEW FLOOR PLAN LAY-OUT RELOCATING EXISITNG DUCT LINES AND VENTS MODIFY AS NEEDED WITH OUT EXCEEDING THE EXISITNG UNIT CAPACITY l----,~,,-+H_O_T_W--'-A_IER ___ l--@-t-NA __ TIJRA_._L_G:-A_S ________ 71 ~ COLO WATER ~ GAS ~ OF CONNECTION ~ l'; ~ ~ ~ Clffllcmt.Gi'11.hca,,,,-dutrmr:tal111:n1p~~ami:i~ _ th11restnm1t. / Plumbln9 Contractor -to verify oU lnc::orntng servlee ond mcke n Belawaree==.plesofllCCl:ptnblnmethccmf~re. flncl -up -to all appltcoble equipment and supply cu plplng. It1lln,q!lir=th11t.11.tkaat.tw111,restnwli80Nmed, · Gt.-nmin1ta-.terhcn~. 6.-tees, filers.. ets,. reguloton., ETC ....--.ess advJseg ditterantly. AD floor and wells penetn:rllons must be seded 7. wata. , •• and vennJn proof. .-i p!umbtng outlets and-connecik>ns . , on n-us plan are for-TnEI equipment -only. B.-For n.Jr"Tner-pk.imblng requirements. see Arc:niteeturcl plons. Plumbing Conh-oetor to provide ond Ins-tall 1ndlvld<.1C1! 9.-;snut-on vdves en ell :,v'A;O'I,: enc C:;:,,~ lines. All norlzontca c:::lb'Oanslons shown are from • d fcicQ ot wall oenter-lm.e ot-stub--out unless c::rme~ ~d or-i plans ·1 0.-or defcdls. Ing .__onfTcich:::,r fo ve..-lrv ali Clfflenslons at job slfe. Al s no:f"eg • l 2-or •24-,. [:n ... -... lnc:uc:crle the nelcirrr or the s-fub...out on wa11 or ftr,isnec:i noor-to eant---ne of ~-Height of stub-out mu&t be measured n-OfTI ed noor or,d located 1 1.-per plan, verify c:i1I mec:11:surernents ot Job stte. All or-sinks are to be se"t ti'"""", with fln= ,ed fl,;,or, fl00r sinks. iod~d ,-,,-In cod half-en.rt gf curb to be du:..,, f d floor'. , oor sinks located c:ompleiely whnln curb lr,.9 or to pt'OVlde and ins-toll removcible cover 1 3.-grtlb. l'or di or portl expo:.ed floor stnks. PlumbSng <--eonfn::x=tor +o provide type "1.-copper tubing droin 1 A.-all drain llP:"l&s from tee rnc::tkers, refrigerated equipment, Ice, ETC. vvoter nAc::rter to be sized Ol"\d provided for odequc:rte water 15.-consumpflon by Plumblng Controctor_ vemfy• locction. , t onhaclo, -,rv-,,n be responslbla t air pr-rase o-f- ,· ; This Ill" sfllmi°ls requl«!d ior blllllllrs IQ$!;:,lled 111 a (lar.,ga - ~mplo2 .. -W.ill~• $ad ,: .. .. .. Ddll Pilo\S. en i:=n\ollhl1i 111 Sllld. =~ lnserl SCl'flW'I tnl'Q\llgh pUnd,o,3 ' llolo,ill,ni:1.U$e~ .~, Uu mlnlfflv:I> 22 Gauoa mataJ ' • -.. This tr mnd 1s roquked 1or ,, bo1111111 Jn11allod In II a11raoe •i IDClllllm. • :: .. .. •• ., • ,, - ,. r• ,, ,, .. .. .. . -- n " " " " " " " " " " " " " " " " ' , . " " . Ccotml Unit " n " :; " " " " .. .. " ~ " " r """"" .. work. meets and ins'talled fn accordance wl,,, standards· required ,,.....-·--•"' 1 6.-"'Includes Health ._odes- AD Plumblng, =ecincal, c:ind Gos bnes to be conceoled wlt,..,, · · 1 '7.--rnai building tc:> as graot axtent as i:::,,c:,sstbla 1 8.-Fouc::efs to be 2.2 G.P .N\. mO>dmum.. 19.-1-"t"OVide l.lth-o Low lode-ts.. I snu.-off valves ln gas fined for "tire system In ncod.. • · Unless otnt="rwise noted • ·2 l ~-Plumbing Contrac.tor to provlda -and lnSToH all str-olne:-s or approved 1ype flit-en. on gas supply bnes. ·,,,.,, .-Lavatory faucets in .-as1room :sno1f bQ> ihe self-dosing type. PWMBING NOTES , Tbl,llllomlalkln!$aui!abioon-11Grnallv!tl~rtna1$loriil!ISIIJ!Swlllld!ubia'lffl$. To niquest lids buDBl!n IP~Jllnn;II. call {6tS) 23G-770'J. or 18001735-2929 (TT}. 10 . .: WATER HE:A11525 l2EQUJRESA MINIMUM OF 2 STRAPS TD RESIST HORIZONTAL DISPI.ACEHe:t-rr. A HINIHUH OF 3 I 4· ·x :24GAUGe5-mAPS WITHAi/4"X3"LA6BOLTSATT- ACHEO o:i-=cn... YTO THE FRAt:'IING ( U.P .C. £?EC. 510.5 ) USE OF, CHLORINAlED POLYVINYl. CHLORIDE ( CPVC l AND • ~~,,:;;~~,==',:;.;="':;,;~~~,:ic=i~;=;,:==;~";;;=;cc;:=:~~~;;;:'=------, •' CROSSLINKS:, POLYETHELYN ( PEX I FOR INTERIOR WATER. SUPP.l Y PiPING. , !=B=l=PR===o===v=,o::::;E=SH==o==WER====H=EAD====s==WITH====A=MAX!M==:::;::;;=.=LIM~:::;Fl;;:;Oc,W:;:;==:Oc,Fcc:2."s;;:===i GAU.ONS PER MINUTE I GP.M. I H_VAC. SPECIACA TIONS consuftcrilon wtth owner-or hrs agent and shc::sll prepare_oll englnoa11t.Y_for Stcrte of"Cctro.iill.l Gulde one 1'on of refrlgEiK'affcn for ead-i 400 squc::re fea+ of c:c::indHtoned spc:rc:e wtth 400 c:FM per i'on. 2. -CoL ,t«:.ac..fo. !ShaB prC>Vide md 1nstdl an equprr'lent ducls. snls~ registers. ~ ihennostcris end condensate llnes ue=a y tc, Con: I le ihls lob- a1ec:trlcd condu!+ poJnts of pene-fratlon TO ~ or eondttioning uni+ reqt.#mn,orrls .on the J-aeo1l111~ Vilhun -fl~:.. ors instdled c,n shec:rthing before roofing is. stc.... Jed. C ,h o~tc>r sl-,.oll olso mork -the gos· ond co; densate piping point& of penetration period of o_na yeor from the da+e of lssuonc:e-of the c:ertif1co½o of c:-o::;; poucy. 4.-Rooms :shoD be provided with heating focillties 7Cf F. at o point three feet above ihe floor In oH h,ob1table rocm:;.. No urweoted or open flame gc::as heater shot! ba pem,ttted. ~g ofr from ihe energy envelope. 6.-Alf hM,.1lt,; •S and eooltr,g ~ lc::::icated outzide th$ building energy envelope .:.hc...11 hove_ call jcints. c:nid :c;;if l ~ thick .1 0 lbs. / OJ. FT. fibroid fnsulatton. , • I/_..,, AD piping ond ductwork shall be ins, ~ led .::ensistent per seci~n and-· OF 20 U...M.C. per sectloT"I ond OF 20 LLM.C. each -toilai' room shc1I have one. of tl--foTiowing B. A+ leos:t 1 CX) s,;i.. .,.._., ....,_.._, In ,, ...,. veriieol direciion 1 40 squore--1nch duct in the ho1l:z:::i 1lcA clirection plus. on gc;;Jdffiond 50 sq. or urinc:d fixtures or frc:::idion thereof. Beyond change of direction. 1 1 .-EGUJPMENT, A. Alf gos·..burning heat upplionces c:znd equipment NOTE; The laigest piece of equipment can be moved through the go-veming code all electrical healihg NOTE: oppllonees onc::I equlpmeni' d,oD conform TO FIREPLACES WJT.llGASl.OGUGHTERSABEREQzinuD . -the loeol govemlns ,:::ode. TOHAVETBEFLUE' DAMPERPERMANEN.II.Y FIXED 'IN B. All roof mounted equipment of 750 pounds or mE OPEN POSMON A.NDF!REPIACES Wl1H LP. LOG . When new rooms or spaces are constructed and tl-te existing mechanical system is not to be altered other than relocation of existing duct work; please note or show mechanical ventilation will be provided-capable of supplying the minimum rate of outside air required per minute per occupant as shown in Table 402.1 of theCMC. • . ' ···--........ -• .-•' I f I ' ' l i i 1 f=L---i I 6----J " ':. -' . \ sir- 1-~~+-----'--'---+--~ FAUCET . /1112\Grrt" ~ UNDER GROUND GAS LINE l---<J-c,,--~+-S-H_O_WER=--HEAD-_---+--,9@=-c"-t-u-N_D_E_R_G_R_O_U_N_D_W_A_TE_R_L_INE __ _, MIXER VALVE @ SEWER LINE t---::~:c-t-------+---+------------11 ~ FLOOR SINK Q) VENTS MECHANICAL LEGEND •[8] AC. I F AU. DUCTING I -WALL MOUNTED AC./ FAU LOUVER VE!'--IT d !1 . CBLING MOUN1ED AC. / F.A.U LOUVER VENT A.C. I f AU AIR RETURN· H.VAC. UNIT CONDENSER ~ • .. uNIT RETURN DUCT Perrnanerrt vacuu111 breakers shall be included Wrth all new hose bibs. " NOT PLUMBING WORK PROPOSED " . ., • I . " : ,.·· ' :: :i. l l ' X -·-· --. ··1 .. A(j. INFORMA1JON, SPECIFICATIONS AND NOTE:, SROWN" oN 1HIS SHEET REI.ATED TO : -less shaO be installed on designc:ried are .L... UGBTE.RSARE'TOHAVENb~rr OR~CONFI.GU- .....,7 RATIONS., ORNOTE.; NO GA.5FlX'I'llRE' TO BE USED IN . JSA ROUGH PLAN TO iNDICA1EAND REFLECT owt'IOr" or-tn ci design '°nd budt or-ea. 1HE F1REPZAC£ ( UM.C SEC !ltn.:1. ANIJ. .. ¥C. 3~.6) TYPE, !..OCATION, ANO QfJANTIT'fOF EQUIPME!ff. C.. l,;,,,QUipment In e;xcess of•,, 50 pounds =•OIi not FIXTIJRESANOPROC:ESSESTOFAC/LJTA1E be placed on the roof ""1tfnout ihe consent NOTE: In Clddifion TO any toilets being THE OWNERICONTRAC:TORITHE BIDING PRO dd d t th build. It ANDPROVfDETHE!NVOL\IEDGOVERNMENT m· a s1n..n:1uro1 engineer.. -o . e ··· o e 1n9 as· o resu _ ., .- . AGENCIES WITH SUFFICIENTINFORMATION TO D. ~tr-adOI"' sna1 point 7ne address ot ine-of this project,. all existing toilet$ ' APPROVE THIS PROJECT. prmmlses served on oll roof mounted equl:pmen+. ·muST be replaced with X TT1STHECONTRAC7TJR'SISUS•GONTRACTOR'S = All ~ntns equipment =iall be manuf. ultra-low-flush toile-ts RESPONS1Bf!ITYTOPROVIDE1HEBESTDESIGN, b =A~c Co. ed J ondshallbe MECHANICAL PLAN IAY-OUT.INSTAUATiONREQUIREMENTS, Y. •~·-or a,,prov equ~ -AU ""a½er doseTS in tt,;s buo1ding installed os per -the schedule suppked by =wner FIXT1.JRES,LASORANDMA7ERIALSPROP~EO LI-_-_-_-_•/_-_~:,.-..,-_ --o~~r~lts~~~r ep~~~re:~se~-~,~iu~l~lv~e~-~=============~============J 1------+t'co"--"bc..e'-S_t_crt_e __ o-:f:-.C_c_b_f_o_m_la _______ _, I~ on 7:,:::::t:L=D~G::E Department of housing ~/tlo-" NOTE; Heatiil!I-AIC Units SCOPEOF"'1RK Wfl1'1HENECESSAFIY Attic I Underfloor Installation & Community Development .-=PLA.NSAND.All WORKSHAI.iCOMPLYW11H'THE " ~=:v==~ro11-fE must comply with Sectioris approved 'with maxim.um CAUFORNIA. BIHLDRvG STAND.ARO CODES FOUND "INIHE ·r--t;PRO=PER=TY=o"WNER=-',"'o°'HJRE--'"u"cEN=se,"-, ----ti 904, 908, and 909 oflhe (CMC l • 1 .6 gcUons per flush-STATEOFCMJFORN!A mT.E2< CC!< AS AMENDED AND tNSIJRED.ANoBoNDEocorro«cTORSAND ·!. 7 0 J ADOPIE) 8Y.'IHE' . _ . SUBCONTRACTORS. ,1. _____ J.._ ... ~c~al!!!li!fol.lmll,~ia!,M~ec!Sllhii!ai!ln~icai!l!,l~Ci,lod!llle~-J.------.l..---.ll.' =~~-~ . .:_o;;,:;"'-:;:::n::g::=:;:e:,:~~,::s:;;:7~.:...-------....i---------------------------------------------------------------------~----------------------------------------------------------... ----------------.11 • ·------------- z ~ t---r i1l ru z t-- ....I Ill ID 0 ,! m w c u D U-f--u I-a: :J ID {]'. 0.. f-w Ill mll.l C • z u w a D C u: -m- ~It ::1W ti2 :J • a: z f-W Ill tr ~ ID -I < t:! DRI\WN E3Y I JC. 111 BENET'CDUN o SCALE, l'J /\SSHOWN ~ ~~=~=----==-11m DATE, z 11/8/18 " 1-------...;;.;;;;-18 ~ SHEET NO. __ ID e OF, SHEETS ----~..c,-J·------ 0 ~ I B m ~