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Home My WebLink AboutRevisions to Original Approved Plans- CorrespondenceGørfield County RÉCENED ruN ?1 :lT*- 8$nl[lFÑH'Ëæ*n' COMMUNITY DEVELOPMENT Street, Suite 401, Glenwood Springs, CO 81601 Tel: (970) 945-8212, Fax (970) 384-3470 BUILD¡NGP LANS S U BMITTAL tr lnformation Requested by Plans Examiner tr lnformation Requested by Inspector rH. Revisions to APProved Plans BUILDING PERMIT #:øttÐ --!ft-'ls--6'bb Descripti on of work, including changes to approved plans: ad¿ :l;ry't It+ ce 0r ¡ Contact lnformation: Contact Name: Job Address:o t7 IJ q76 1 I co q (ÒlL Phone: Cell 36 l-Zt5- €Lt Z1 babb7 ø þa tt bteu¿ |ni 'coh E-mail Plan Review Fee: $5o.oo Per hour)4¿u ,tt*ro Logsed nv LË bz'boe(ztØà lv+0rlo13'lÞLe+lury¿fwt/rylc wl¿ \:çT7à \tuar.N7rv'QQtoÞtçoooØt x oaV# aoTlÞ .^t-'Qol x oÞ tT¿V: t44$v+\r/Aryræ-ør'LQ'0714rlmvû^rþtluotÅ4tt W|tll ¡vfWIWM U4 CONDITIONS OF PERMIT BLCO-07-1_8-5366 Rudd Construction / YDD, LLC Commercial Tenant lmprovements 7025 Highway 82, Glenwood Springs 1) NEW WORK RELATED TO PROPOSED TENANT TMPROVEMENTS SHALL COMPLY W|TH THE FOLLOWING BUILDING CODES: 201-5 l.B.C., l.M.C., l.P.C., l.F.G.C., l.F.C., AND 2009 LE.C.C. 2I REFER TO PLAN ATTACHMENTS FOR GARFIELD COUNTY'S BUILDING REQUIREMENTS AND INSPECTIONS POLICY. 3) ALL WORK TO COMply W|TH "COMMERCTAL GENERAL" ZONE D|STRICT REGULATIONS PER GARFIELD COUNTY,S LAND USE & DEVELOPMENT CODE. 4) PROPOSED TENANT TMpROVEMENTS ARE APPROVED AS TYPE ll-B CONSTRUCTTON AND OCCUPANCY GROUP A-2 (ASSEMBLY USE:TAVERNS & BARS). AUTOMATIC FIRE SPRINKLER SYSTEM IS NOT REQUIRED BECAUSE OF 2-HOUR FIRE BARRIER WALL LOCATED BETWEEN FRONT OF HOUSE" AND "BACK OF HOUSE" AREAS. *NOTE: BUILDING INSPECTOR TO VERIFY CONTINUITY OF 2-HOUR FIRE PARTITION EXTENDING FROM FLOOR/FOUNDATION UP TO UNDERSIDE OF ROOF AND AS OTHERWISE PER I.B.C., SECTION 707. 5) LOCAL FIRE DISTRICT APPROVAL IS REQUIRED FOR THIS TENANT IMPROVEMENT PROJECT. ROUGH-IN INSPECTION & SIGN-OFF BY THE FIRE DISTRICT IS REQUIRED PRIOR TO BUILDING DEPARTMENT ROUGH-IN INSPECTION, AND FINAL INSPECTION REPORT FROM FIRE DISTRICT IS REQUIRED PRIOR TO FINAL BUILDING INSPECTION & CERTIFICATE OF OCCUPANCY. 6) vERrFy coMpLrANcE wrrH EGRESS REeuTREMENTS pER r.B.c., cHApÍrn ro. LocKs, LATCHES & LANDINGS PER SECTION 1O1O AND PANIC HARDWARE PER SECTION 1010.1.10. VERIFY EXIT DIRECTIONAL SIGN & EMERGENCY LIGHTING LOCATIONS PRIOR TO ELECTRICAL ROUGH-IN INSPECTION. 7) ACCESS|B|L|W REQUTREMENTS AS PER 20L5 r.B.C., CHAPTER L1 AND tCC ALL7.t-2O09 INCLUDING THE FOLLOWING: PARKING, ACCESSIBLE ENTRANCES, AND AT LEAST ONE OF THE EXISTING RESTROOMS. 8) LtGHT, VENTTLATTON & TEMPERATURE CONTROLS PER 2015 l.B.C., CHAPTER 12. NEW MECHANTCAL/HEATTNG SYSTEMS SHALL COMPLY W|TH LM.C. AND r.E.C.C. - SECTTON 503. MECHANICAL ROUGH-IN INSPECTION REQUIRED PRIOR TO FRAME INSPECTION. 9) pLUMBtNG SHALL COMply WrrH r.p.C. & t.F.G.C. REQUTREMENTS, AND PLUMBING ROUGH- IN INSPECTION IS REQUIRED PRIOR TO FRAME INSPECTION L0) BATHROOM tNTER|OR FtNtSHES - tNCLUDtNG FLOORS, WALLS AND WALL BASES - SHALL HAVE A SMOOTH, HARD, NON-ABSORBENT SURFACE & SHALL OTHERWISE COMPLY WITH SECTION 1203, TOILET AND BATHROOM REQUIREMENTS. LL) pOSTtNG OF MAXTMUM OCCUPANT LOAD tS REQUTRED PER l.B.C., SECTION 1004.3. L2) ELECTRTCAL PERMTTTTNG AND TNSPECTTONS BY COLORADO STATE ELECTRICAL BOARD. ELECTRICAL ROUGH-IN APPROVAL IS REQUIRED AT FRAME INSPECTION. ELECTRICAL FINAL APPROVAL IS REQUIRED FOR FINAL INSPECTION & CERTIFICATE OF OCCUPANCY. Dave Argo From: Sent: To: Cc: Subject: Bill Gavette < gavette@carbondalefire.org > Wednesday, August 21,2019 4:32 PM Dave Argo; randyj.henrie@gmail.com; Chris Jung; bobby@ballbrewing'com Andy Schwaller [External] RE: Ball Brewing Tap Room -7025 Highway 82 Dave, I have reviewed the revised drawings dated 8-14-2019. I have no issues with the proposal Thanks, BillGavette Deputy Chief Carbondale & Rural Fire Protection District www.ca rbo nda lefi re.o rg 970-963-2491- FtnE " EMs, fttSüUË From : Dave Argo fma ilto :da rgo@ga rfield -cou nty'com] Sent: Friday, August 09, 2019 3:32 PM To: randy.j. henrie@gmail.com; Chris Jung; bobby@ballbrewing'com Cc: Andy Schwaller; Bill Gavette Subject: Ball Brewing Tap Room - 7025 Highway 82 Randy: We have reviewed the proposed new floor layout plan for Ball Brewing's new Tap Room ("Option B" as provided to us earlier this week and as shown in the attached floor plan). After updating our own square footages and occupancy load calculations it appears to us that a 2-hour "Fire Barrie/' which provides fire area separation between the "front of house" areas - including restrooms & adjoining corridor - and the "back of house" production areas results in a revised occupancy count of below L00 people at the front of house, and therefore a fire sprinkler system will not be required. ln this scenario, a fire barrier separation is not also required at the Retail/Mercantile area, but it's ¡mportant to emphasize that this is because of the fixed, permanent partition walls which now demarcate the retail area as a clearly separate area from the Assembly occupancy of the main bar/dining area. lf the Retail/Mercantile area is subsequently used forAssembly occupancy or if these partition walls are removed it will increase Occupant Load above 100 people thereby requiring a fire sprinkler system. Our updated calculations are based on the following parameters which you should double-check and verify: 1 SQUARE FOOTAGE & OCCUPANCY IOAD GALCULATIONS FOR "FRONT OF HOUSE": Overall Size: 1,880 SF Bar/Servicez 280 SF / 100 = 3 peoplel Retail/Mercantile: 370 SF / 60 = 7 people l- 92 people total DiningArea: 1,230 SF / tS = 82 peopleJ Please take note of the following requirements of the Fire Barrier which must comply with l.B.C., Section 707 and as follows: t. Fire resistance ratins = 2 Hours as per Section 7O7.3.tO and Table 7O7.3.LO2. Continuitv from foundation up to underside of roof sheathing as per Section 707.53. Door Openings as per Section 716 and Table 716.54. Penetrat¡ons as per Section 714 5. Postins of Occupant Load in the Assembly occupancy is required per Section 1004.3 lf your calculations match up with ours as shown above, then I believe that you have the direction you need from us to move forward as you finalize plans for submission to our office for the building permit application. We have also copied Bill Gavette on this email and either you or Chris Jung should cohtact Bill regarding the new layout to see if he has any remaining questions or additional requirements. Please contact us with any additional questions. Dave Argo Plans Examiner Garfield County Community Development Department 708 9th Street, Suite 401 Glenwood Springs, CO 87607 Tel: 970-945-8272 Ext. L670 Ema il : do rgo @ go rfield-cou nty.com W e b : g a rfi e I d -co u nty. co m 2 Dave Argo Sent: To: Cc: From: Subject: Attachments: Dave Argo Friday, August 9,2019 3:32 PM 'randyj.henrie@gmail.com';'Chris Jung';'bobby@ballbrewing.com' Andy Schwaller (aschwaller@garfield-county.com); Bill Gavette (gavette@carbonda lefi re.org) Ball Brewing Tap Room - 7025 Highway 82 Ball Brewing Option B.pdf Randy: We have reviewed the proposed new floor layout plan for Ball Brewing's new Tap Room ("Option B" as provided to us earlier this week and as shown in the attached floor plan). After updating our own square footages and occupancy load calculations it appears to us that a 2-hour "Fire Barrie/' which provides fire area separation between the "front of house" areas - including restrooms & adjoining corridor - and the "back of house" production areas results in a revised occupancy count of below 100 people at the front of house, and therefore a fire sprinkler system will not be required. ln this scenario, a fire barrier separation is not also required at the Retail/Mercantile area, but it's important to emphasize that this is because of the fixed, permanent partition walls which now demarcate the retail area as a clearly separate area from the Assembly occupancy of the main bar/dining area. lf the Retail/Mercantile area is subsequently used for Assembly occupancy or if these partit¡on walls are removed it will increase Occupant Load above L00 people thereby requiring a fire sprinkler system. Our updated calculations are based on the following parameters which you should double-check and verify: SQUARE FOOTAGE & OCCUPANCY LOAD CALCUTATIONS FOR'FRONT OF HOUSE": OverallSize: Bar/Service: Retail/Mercantile: Dining Area: 1,880 SF 280SF/tOO= 3people-1 370 SF / 60 = 7 people l- l-,230 SF / L5 = 82 peopleJ 92 people total Please take note of the following requirements of the Fire Barrierwhich must complywith LB.C., Section 707 and as follows: Fire resistance ratins = 2 Hours as per Section 7O7.3.IO and Table 7O7.3.1O Continuiw from foundation up to underside of roof sheathing as per Section 707.5 Door Openinss as per Section 716 and Table 716.5 Penetrations as per Section 714 Postine of oant Load in the Assem bly occupancy is required per Section 1004.3 lf your calculations match up with ours as shown above, then I believe that you have the direction you need from us to move forward as you finalize plans for submission to our office for the building permit application. We have also copied Bill Gavette on this email and either you or Chris Jung should contact Bill regarding the new layout to see if he has any remaining questions or additional requirements. Please contact us with any additional questions. Dave Argo Plans Examiner 1. 2 3 4 5 L o PRODIJCTO}{ ARTÀ 1ETATT RIiII sERVìcr sIK(s), vAI$ TNKS I f----lL----J 6'-0' [::::] ffiEÉ. 6 Hr¡É3 "\Ø JJ<ìt ?Ê 0Uù =ô2 ts:-æu6- å 3/4' IT IS UNO.ErÀR PER DlSflSI IF'IHESI RRT AREA STPÄR, 2-HdjR RRE BÂRRIEBS {11 I-HOUR PAR1ITONS III'IH ll (9 =(/t ñ A- G ===! PROPOSID i Ì I -----tr1 1., ILOOR PLAN Þ LìO : L g'-4' x PRODUCTON AREA 1.586 SF RTISH 2'l4o ntr¿ c1ç/ çJ 6'-8 1 t----aL----J MrncAt'mLr ABEA 365 SF â\ ô$ â\UJ ÇJ çJ ô1 .øSçJ 'ç? ffim t::::l T I I I I I I I I I I I I I L ctgJ DINING ABTA 1424 SF ô\ ôsçJ çJ -¡ I I I I si8r:5 I ú,, I I I I -J lÞ ^t6 t--- I J Þ 0 Z7lion BAtL ñì\d1/8" = 1'-0" Dave Argo From: Sent: lo: Subject: Attachments: Randy Henrie <randyj.henrie@gmail.com> Sunday, August 4,2019 6:12 PM Bobby Ball; Chris Jung; Dave Argo;Andy Schwaller lExternall Bobby Ball Brewing A-202 FLOOR PLAN-C.pdf; A-202 FLOOR PLAN-B.pdf; A-202 FLOOR PLAN-A.pdf Bobby, For your meeting with Dave & Andy, here are the Plan options (3 each pdfs) we discussed: and as you & Chris had previously discussed with Bill Gavette. Call me during your meeting as needed. I only did one scheme showing the "skinny" Mercantile area, primarily because as we discussed this does not seem to be a workable layout for your retail anyway. You still have those hand mark-ups should you choose to review them as well. These pdfs have also been sent to Dave & Andy, you should also print them for the meeting. Regards, Randy Henrie 970.355.9773 www. ra n da I lj h en rie. com 1 1 R T" 1-HOUR EGRRI 1630SF I I¡t: I 1l o SERUCE ..t' I I I I I i I I I F KEYNOTES: I, NEW LIGHT GAUGE METAL FRAMEDWALL TO UNDERSIDE OF STRUCTURE 2. 6.X8.GLASS AND ALUMINUM OVERHEAD DOOR 3. 3'x8'COMMERCIAL GRADE DOUBLE SWING DOOR4. INSTALLATION OF TRENCH DRAIN. WATTS DEAD.LEVEL PRE-SLOPED POLYPROPYLENE 5. ADDITION OF BAR WITH 3 BASIN SINK, HAND-WASH SINK WTH SHORT SECTION TO BE ADA COMPLIANT 32" HEIGHT 6. CODE DESIGNATED EXIT 7. EXIT SIGNAGE ABOVE DOOR 8. NEW CASEMENT WNDOW 2{-t I I LE._ tl -i-- "l PLAN BATHROOM PLAN - As indicated At 30'x 42" BALL BREWING FACILITY IMPROVMENT . PLAN 4,017025 HWY 82 GLENWOOD SPRINGS, CO 81601 61271?A19 8:09:42 AM 1l/-1' @ @ @ @ eb-o 112'2+f 2l-o 1lÌ2f-t 2l-t 21-o' PNODUC'IION AREA 1.586 SF @ [:__:] ân ñ\CJ CJ e) e3 ø1--.ø1s¿- -'çJ o E 6 çJ sERllct ÀRtA 248 SF DININC AREA 1416 SF 6'-E ll¡ncXtru AREÀ n4 sF l8'x28'lT i i [::::] o R Y PER -noucnol ttra rE{ar nùsits 8y 0r¡fi5 tttQ.uos svtE s|(s), v^Ê r¡lls r 0ün sEotLr [qJpl/Err fie E I a È:::===:==f f ç TXISTING RETAIL ßrM) ."? +------------ -B-----------_ { PROPOSED IENANT: BALL BREWING---__lnrjjir-N-ßFi-Y-ıEEm)- e:oi @-,*,1qq_u4! ñ OCCUPANT LOAD CALCULATIONS: l,¡ffimr Nfl tr00R ÁRt^ PRo{)usìd{ ^nÊ^ = I,sı / 1m = C0¡ Smn^ff = 116 / 2m = Drllrlic Àft¡ (rllcruDrs l¡mc¡lilr) = 1,6J9 / t6 =sú.r ¡pF¡ = ,a / lm = l0r¡L 1$ occ ru SMMtr DTNTIIC ÀREÁ (r¡tCLUDtS l¡üCilntr) ffivct ¡RtA !ffim: fiûPA,\ß ARIA5 AfiE 0tscNm Fm {Pe ohitR) PRoouctì0't ARIA 2 16 0[r" 1mc 110 mq J occ. 0cc 0cc. loTÀL 78 frC NoE L¡ultPtr so{s To Bt PoslÐ üÀl REÀDg 'l¡Äxllul/ lolAr ffiuPAìrß71 oCC 2æC !, 2" J. L 5. 6. PLAN GENERAL NOTES: tl{ tHt Et$tI tr ül¡l{sotiAr- 0R orslilc cÍllDt'[ol{s DtscRP¡}icy, coìtT^cT ¡ReIECr AT (970) J66-SUJ, co|ilÌ^ctffi rc nm vrxtFy E{snilc coilDtnoils & Dil¡ú{s0fis PRr0ß m coilsmucno}l, À[ m e Ì!l{Doû 0ù¡flsotls ¡RÉ r0 $}{m$¿ u,il.o. coì¡nÀcrffi m VIRFI szEs. Qr¡InTìEs & LocÀrclis pfl0n T0 ml)ERrl¡c L rl{sT¡lJltc ar 0û/fls0lis lRr r0 Rilfi RÁl¡Nc u.N.o. rul¡EIß Btr0fl ffi¡DE ¡ßE llt.lKtott. c¡RE silD BE nxÛ{ DURrilc Ð(c^\¡Âml¡ & 0fl0rr0[ [0r r0 0sruF8 0-ilolls lloIstÐ Fffi dflroli. ÉnFy ræ^mil ff uilmffiilìlo urutr uilEs ü/ Lm¡r smvc€ DtP^Ril¡tl{ß. PROVìDE TflPffiMY B¡RRICÆES & OfiEN FMllS ff PROtrCruN AS RIqJRÐ T0 PSorEcI ottRs pmsd{lL pnopnTT, Wl{Îs, e colm¡r puBuc rndi IIIilJRY OUE IO TII CdIffiUCNON ÀCT\.ITES cola ¿ pn0IEcT ^[ Eq.Jtdlslf, nrilRrs & pRopnTy m RdAiil Dunt[c¡lr PHI$S s cstffiufltolt. u0lirH^urfr r0 p^rH t[ fius lJrI¡^H,0 0{ì lttl¡ovtD 0uRNc coltsrÌucrul¿ nils ffi¡Dt T0 BE slopt¡ 1t UN AÍlAy Rol¡ srRUcruRE I0 pos DRAlltr¡[ Rmf ¿ t¡rr ¡RdillEcT ¿ c,c,¡[ Roor e t¡[ Br coofiDrlÀrÐ f/ Ù{ II¡ST As mml/rliÐ BY IO CMDNAE 1. L 10. 11. 12- 1J. 1,t 15. 16. STRUCTURE, ilSHIIlG & GC PfrM TO OR{)EßIIG & 0R otlttR PRooucts s¡lr 8E rilsT^lll) cllNd PffiroNs s¡ll e RPum ^r PLAN KEYED NOTES: AlllD H¡I{DIT ÂII Rl{t*ns PERft PREPmlÏol¡, llL L{XXg &ûiln DffiS r¡truorle HE$T, 1, 2" J. L 6. 1. D00R ,lN0 FR,tl/E PRoVìtr D0ms rl{ ltL oIHü Rfficß Hl¡rs, ¡10 lfFR TO BE $UCrÐ RtPUCt AS r. cotffi! mR[g ffioHc L0c^Id.6 e RIts l¡¡milß r0 BE sErcrED 8Y ottiER/cc tr TEINT.z u.¡¡.0., tourpl¡rt{T, RUVBilc HxlùRts, uotlìl{c EmRrs, ffiiltrfiTops cÀBiltm, l¡¡trtþffi 0ms, HÀRDttRt, 0lrHrull Affisffitrt ¡I0gl¡ruR [ds T0 Bt sErcÐ By otttEß/cc 0R tl}¡À]if.I ntPAR ¡tr sjntÀffi r0 Ril¡il, r{cru0tNc BUT ilor ul¡tm ft trmNc, 8Às¿ pÀ¡¡r, ffiu|lc, t|rls rrc oflEttr tr ReAR 0prltDrtlr oil R IURE nltÁtil - mt{FrRl fiü 0tttrR/Gc. 000{ fiI, 0LlzNGmüs^frNqlz¡{c GENERAL F.F.&E ond FINISH NOIES; GENERAL MECHANICAL AND ELECTRICAL NOTES: UTUTS rìlsTAulnol¡, au¡,lrIY, fitË, ¿ m^rü, u$nilc tND Pofrm $PtrY m l{01 BE m Bil c00Es FoR HvAc & uruw NsTÀIlÀltoN 0R FruRE AID EQUrdr¡rlT sa-¡cto|¡, sp€o¡rff ilSTNG J. I P R ILIM I[i AR Y 1À l{Et J-0 lgrÁr 000n, $r Dffi ll0trs ilrs $rr, UÁTot Hfldrr\ç/ lltìl DMIG rmroR moRs @ rnou orl,tt, t^ffi E¡o-u$r pnr-sroprl pftwRopr-ú{r ./À litì|6-d ßL D0m, l¡ETÀt" stt D00R Nolrs il,s sF, U^re,\z Hnfit $m flsli8 rlittnroR D00Rs ,4\ sEnVfi ÀREl lEl¡^NI nl{ISH 8Y oilms: INCIUDIS J-8¡sN sllx,\9/ flNo-tvÁ$ sllx, ¡D^ B^R ToP Hrrfil m. Q rnovorenruclromom O rirtl n'firen $,lootl, nnFy opEn,{no\ Ìitm 0ìlta¡d{¡trT ¿\ ^0,usT dtzilc Ffr NrT 12' DflüI ^Clt|lc D00R, ADD I¡UU0tiS ^S\7 iltt¡D, str F100R H-^lt, F,v, HEß|T ,/.ñ liEï l'-0'x 5L0' x 6'(t¡rl¡.) m{mEtr p¡0. RE-cn¡oE tF ttEc. n\\z ¡HtE lllx 7F sItP ./r\ Ntìt Jx8'mllllmo^L DBL Àcllric tNIrRnn 0ffi, s Dffi t{0tts rHrs\Z $ffi ilmffi ^tæ >- = ñte (9 -, =IT¡ô -, -,t¡-¡ ¡ l+¡ôo =I.L¡é, é,oé, l¿¡ -, gıfro øÉ oo utozú.Èao oIzUJ # I DATI I os.lc.r¡ ISJIJED IOR PERI.III I 08.05_t9 ¡tvtEt.l, fl.00R PLAil -20 PnN: Æ Dffi ¿ *tr Hm F 2-HNR nRE uffim RfflrÐ T0 wÆttr ûNrxc md/ Pwcnot fcmftm ilfr ÈdÉs l-HfrR *H¡¡-lm) - @ I 1¡/-1' i-'------ ,,,-"'"i i_-----'----tip,:,..- i--.ì-:,ot E----- :-.------------G----------------------¡E:::::=:::=::::::= =: =: =û:: =:: ===:: =: =:::::::: ff PROPOSED IE qi LE---_E_j TENANT: BALL BREIVING----_lmÄNT rìM-sHB-Yo-rH-ÉR-S @*'.-s @ o @ @ o 7g-o 1lt25'-o 21 -0'24!o'2l-t 24'-o' coto Rooll 115 SF 5'-d rlf pnooucr¡ox lnrl i i 1.586 sF i i 6'-{ Õ ølçJ SERV]CE ÂREA 218 SF ATHLTTIC CLUB ]TNNÌìNfsHr-Y-BYi-rrR-SI -.Pm0UCllùl ¡r8EÀ IB{NT Rlllglts BY 01lf3s ùiq.UDES süG stf(s} vÆs, ra$ & 0il8 ffoltr rqjpl¡olT = P F-tlr t¡ Ë Ë I I = [-::-]â\ âsLJ L,J 00 ô\ .øîçJ 'ç¿ e) e3 €I * âsLJ rìs/ UJ DININE ARIÄ 1424 SF EXISTING RETAIL ßIM) OCCUPANT LOAD CALCULATIONS: I¡Enoor NÉT trffi ÀRt^ PRmUCnoN ÀRrA = I,566 / tm = 16 oCC.crusmÀtr=116/200= l0CC. oltilC m = 1,121 / 15 = 95 oCC\ urnctru - Ss 7 ôo - 6 æc. >rorÁt e8 occ S€R!]tr ÂREÂ = 24 / lffi= J0CC./ rofÂL 121 occ. PLAN GENERAL NOTES: 1. til tNE Étrlll oF Dil¡Û.lsollÀr ofi flsllc col{Dmol{s Drffip^¡icf mN cl ARfitrEcT AT (970) J66-971J. cotiRÀcrffi ro núi tBfl üsrtc colornoils & ül¡Û{sNs PRrffi To ml{ffiucnofi. A[ Dm ¿ $$Dot Dü0{$oils ÁxE r0 cû{nRLrNE u.il.o. colirR^cT0R T0 lÌxrfY sEs, aulltlfts & LocAlto|s PRIoR f0 ONffNl{C & INSIAJilq A[ Dil¡rils0ils tRE T0 Rouür fRAliNc u,}{o E-flEilß Ba0* ffiAtr Mr u[rt¡0$ì, cAffi sqJL"D BE tÍ(tt¡ DUflliG EXCAVAIoIi & dflJn0l llor r0 0rsr.n8 aå¡ûß lofslm Fm Dililìoì{. vmH LmÀroll tr ullDmcRorJlio utìuly uÌEs */ toc,{ smvff Dæ^n1lû{ß pilovDE t4poRARy s¡RftctDEs & oilfr Fffil¡s ff pR0trcÌ01¡ ls RfqJnE) T0 pRottcl oiliEns pasdlAt pRopRly, Wffis, & cúlR¡r" puEuc fRd¡ il{úJnY DUt ¡0 ^[ Coltslructìoil ^cÌunEsmtB l. pRoTtcT ^¡t tQtJp[¡Et{T, nrrunts & pflopnIy T0 ndal ouRt[G Alr Pills tr coilsmcroil. cotilR^ctoR t0 p^tor ¡lr ¡¡tA3 D,qAm ffi R4l0vÐ ilnü0 c0l¡snucn0N. RÌ{$r cR¡Dr r0 BE slopÐ Ir l¡N ^ìf^y Fnol¡ flRucruRf rc pos, OR¡JllA6L milAmU 8E OUSTERÐ R-^S¡r¡lC ¿t Gc PR|0R 10 0RDmil{6 & cot 2- I 1. 6. 1. û. 9, 10, f. 1L 1tr 1,t, 15. Alr rc s¡lr BE rl{sTam PmnNs s¡lr & mlm At 16,FL00R! & P^ros IRE Rlltsl ¡\II RNßIII¡ C¡I¡CRNE DU¡INGffi o¡l¡^m, cflrRAcmR ro RtPúc€ PLAN KEYED NOTES: GENERAL MECHANICAL AND ELECTRICAL NOTES: GENERAL F.F.&E ond FINISH NOIES: $r PL,ll{ & llolts fofi st¿ ¡]tD ]I¡iND, lirt $tdr [¡ffiffi offisr ilAu üsrilG rilErffi 000Rs rN t[ n$PECrS PR0$0E tnm STYU HAfl0Í¡RE tflH PRrV¡Cy Sû, titl| DBL rNERm DooRsr [¡EfÁr Doofl &D tRUc pRovo[ 100(s & DE¡DBftr yAffi mrNc Dms ril All orHm ffsptcrsIrt DBL ûny Dffis [¡^u flflilc ú{fl Dms r}iüuDrilc HBHr, smE c0r0R, 0lzllc, HAnDIARE & nMs. l¡Et Rr,{R (Sq'rHlrsl) D00RS l¡Er,\L 000R Nû mÀliE pRoytr Lffis & DEtoBùt l/^Tot EßIì)¡c ooons rN ^lr oftm nrtrm u.N.o, 00m snu, c0t0R, H^RDÙARE nM$, lliÐ I¡FR m BE sorcï¡ BY oÛin/6s. rF 0jzD, üAZìI{G m & s¡ffi 0tzllc cftoffi. mnEs vroflc LæÀrols & nli$ l¡lmÀß r0 BE $ucnû BY ol|lm/6c oR ìtt¡IL u.N.o., tQ{.Jtpl¡o{r, ruJl¡Bilc nruR$, uHÌt{c nmREs, coulrmTop$ c¡8ñrfls llìtrÌff{, Dffis, HARDÍIRE, BÀftRm/ Affirri ¡r0 sllrüR rlds r0 BE s8rclÐ By 0$irR/6c 0R llt^]tr REPATR Á[r sJRFÁffs m ndAr]i, Ncru0t{c BUr lloT ullrm r& nmilG, olst, PÀ¡tt ctullc ftllls. Erc. ilftl{l tr RpAiR 0[IûDú{T 0l{ ruluRE É{¡t{T - co{nnll ttfi 0tilrR/cc. P$Àrr L 2, J, 4. 6, 6. 7, L llr uruïEs rilctuorl{c BUT t{oT ul¡tltD T0 p0*8, ud]nilc, *,\m, ND Hy^c Fffi Alr rÉillß r0 Bt sp^RÁltry l¡ErEnÐ ¡ltD colltRütf0. F.v. Ð{snilc c0llDt'rì011s ¡}tD Rtroc^rr & Drsc}{-8urD ^sÌtrcÊss¡Ry tilH $Js-c0lllR^cr0R ND 0tl¡n/cr Filot ^PPUCÆtr mES Fffi trCnclr & UHI¡iß r]tsTÀlllro{, col¡nil ttil 0tttR/tr qjNnfl, mE e rcc^n0il, ufrnilo L0c¡nüs rulllN^ril, N0 potrfl spply rc ilor BE us ilAlt EXSIllß mltünoil. Fruoìl ¡ppucl8tt c00Es FoR HvÀc & uruTy tltsTltunoil 0R RB.oC^noli, col{nd ìlrfr 0fim/æ nmRE A}.{D Eqjrpl¡rlr safcÌoN, sp€ottil ræAn0ils, po*rR ilmS tilD/oR collnil rmÌs¡s uÀ.0" ^T ¡[ AREIS h]mf Rflov¡l m DÀl¡Àct rs ltEctssAny T0 rE-rN T0 m ÐflÛD Effinl{c uruÌ$, nt}¡n l¡Els T0 Ð{sÌl{c c0llDlltdì. PR[LIMINARY ,/ñ l{rìI J-0'yflll Dooq sE Dom {orEs firs $ifi, [¡ÁTcx flBg]I\,/ tflH Ð{Snl¡C rxmoR offis Q netcn onll' lvÀm 0úD-trÌtt pRE-spÐ pfirpRoptrÊ{r á\ Nt{ 6Ld oBL 0mR, l¡sAL s Dm Noffi ilrs $ffi, li^Tü,vz mfiI rl!ff flflNc rNmrm DmRs ^\ snucE ARE¡ Ïl{NT nM$ 8Y otHtRS NCIU|rS J-8¡SI Sl¡X,\92 H¡lD-*À$ sM. rD^ BAR ræ HSHT.Erc. Q rnovor cc ueur owr ooon @ rrrfr frlru'n rl'Hrll, EnFr trffiAror¡ *m otïm/,]ÉtþtT /ñ ADJTSI CIÁZNG Fm ilEt a2'ûOi8U ^CINC 000R, ¡Ð ltiuolis AS\i/ NEEDED, sTE ILOOR PüT¡, F.v l]nd].I ?â\ IEìl {-d r l-0'x 6'û¡il{.) cor{cnrrE p¡0. nE-cR¡oE rF liEc. m\,, AfrIEE l¡N( / srtP /ñ ltt J)0' c¡¡l{n0At 0e ÀcrNc ilmffi DmR, ff DmR l{orEs ms\,Z $ffi stE FA ñtæ >F = rJtête (9 - =l¡¡ô - -¡I¡ I t¿¡ôa =II¡é, ¿,oÉ, I.L¡ = ið Ë'R¡< F6Èd 6oz Éûaôoo BzuJo # | DAtf [s{ttD toR I 0t.19.r8 PtRütf 10805 t9 rtuEw Ft_00R PLÂlt A 20) t1/-f @ @ 2!-o 1lÌc@@2f-0'2N-f 2f-t25'-0 2Ì-o' oo 5'-o'PRODUC]ION AREA 1.586 SF SERVICI IREA 218 SF li.----. o ATHLETIC CLUB lENÂN-lntil-StrBYTmrñI i i l::::l = c:::::::::f Ë I I = i i L----r -mucnd{ ltrÀ Ð{¡liT fllltss BY om Nflüffi svG sdsl v¡ß tNG & offn sû¡ril Eqidld{l o i::::l e3ele) 0e)e3 I â\CJ 6'-8 æ .Êx\J 'çU e3e3 o ii EXISTING RETAIL ii (K tr/) E o -E--- PROPOSED TENANT: BALL BRTWING (]ENANT RNISH BY OTfiERS) G::=:::::::::::::::::::G:::::=:::::::::::=::::Ð tf :-..----.:----:.------E:------. ----- ------. If E =::::::::::=::: Ð ',p_::Si @*'.-s OCCUPANT LOAD CALCULATIONS: T0TÀr 117 oCC 96 0CC.{ occ 16 0CC. 1 0cc. PLAN GENERAL NOÏES: 1. L J. + 5. Loclt ffi0Ecl PmsoltAt o{sÌl{G cd¡Dllol{s DtscRtP¡}lcY, c0lÏ^cl ctlilrRuliE u.N.o. & t0c^Ìtolis PRrffi r0 U}IES ù oIHER Fml¡s oF PRolÊcÌlolt AS EqJRÐ PUBUC FRo[¡e cftìtR¡L & PR0PBTY ro REIÍI{ DURrilc oEml/rlÐ BY ftlsHrllc ¿ ONORNG & 8.l)¡l'l^eÐ m R4lo'ltD DURT|iG s,cR¡rE m BE s¡.opm 1r IN Afl^Y FRol¡ snucIURE T0 Pos BE C0frDN^nD */ 6. 1. 1L 1T 14, 15. 16. 10 llL R00f & lR*iltECT & 11. Àlr R00f & ßsrRUcÌltt 0R orïR OIIER $tAlr Bt rl{$^m! PLAN KEYED NOTES: ¡IID H¡I{Dlr AII ¿ flllI$ES PIR Alr DMS N ÀII & ffi naSPtcls DMS ¡liruD|l{C HT#T, DtrR ¡¡10 rRÀl¡L PRovDE 000n5 N Á[ otn Rtwm RI¡ISI, IID [¡FR. TO BE STtrCTÊD rc 8E s¡ffi 0-^zlô GENERAL F.F.&E ond FINISH NOTES: 1. L J, 5, 6. 1, 1, corcRg mffi sonc mAnoNs e nN$ l¡,lmils rc Bt sttrHÐ BY o*ïER/Cc on ftliNrz lj.l{.o, Ea{Jpln{t ftul/srttc fìxruËt ustlìIc FnREs, coultIERToPs, c¡Brils, [trt0RK offis H¡R0flÀRE B,lilMI¡ Àcffiffitts, ¡t{D $l¡Mn [ds ú E ss¡crED By o*ìm/m ffi Éülr.1 RI?ÀR ÀII sRFAcfs TO nEI¡TN, INCIUONG BUT I{OT UIiITED TC trmrlc. 8ÀsL pAltl c8ultc, tvltrs Erc. ffÛtT tr RTPAR DprlrDn{T 0N Íurunr ÉlÁ}rT - mNnRt¡ fin o${tR/cc. GENERAL MECHANICAL AND ELECTRICAL NOT[S: AII UìUT$ IN(ilDIl¡c 8UT I{oT UI¡m Û POÍTR, UGHT}{G, ìI,\M, ND HvÁc FOR AII ITI{,\IIß IO ff STPARÀ'IELY I¡EIERÐ ¡IiD coNrR$E tv, ÐtslìM collDmol¡s ND Rtrm^E ¿ DE$q-BUIL¡ N llEcrsstRy *lil s8-cdtrRÀcron N0 otlirR/cc Fou-où ^ppuc,\BE cmEs foR trctRtcAt- & u$rì¡c tltslAlrÀÎ0Ì{, coilnil¡ ìlrH 0*ïR/æ auAnt, np¡, & Loclnoil. uHnilc Loc¡ro|is. rul¡il^roil, l}rD P0ÍtI s.JPtrY rc l0T 8E 6 rHN Ð{sr[c co}lDrrol. Í0u0ìf ¡\PPUC¡\BLf C00ES FoR HV,{C & UÌìUÎl ll{slÀlur0l¡ m Rtræ¡Íoil, cd{nd¡ fiilÍ oil{Ír/æ Ðnff AID EquPì{t}lf sãrfloll, ffio¡til Ltrrrils pollfi |l[Ðs, AID/m co{nft Lm^mils u,[o, ÀT Átr ¡REls *HmE fiäovÀr 0R f)¡IlÀcÉ ts titc$sÁRY r0 NETN M OR ÐflEI¡f) E{SNilC UTUTTS. RIPÀR ¡\NEAS IO ilSNltG coiDm0l¡. P R ItIM I\I AR Y /4. I{EÌl J-0, lliETÄT DOOR, SI Dffi }IOIts Nß $EET, VAIG HEIHI\(/ fiTH E[sn¡¡c ffiroR DooRs $ rnoror ortlr, filmotÆ-LrlnpnE-sloptopftfrcpî-&rE 1ì\ Ntil 6'-0 mL Dm, liEtÀ! stt Dos N0IES ills $ffi, l,¡AI$1,\Z HBßIT TitIH ilSIl{C II{IMßR ÛOORS ,4. ffiVrE tRt¡ ft}t¡)tl RNSH BY 0il8s [{[UDES J-81$l¡ Sl¡l,\7 HND-ll $r sNK, ¡DA B¡fi loP Ht*rI, Erc Q rnovor ur ucur own noon @ llttl I'Urr rllrrootr, lffiil ffmÀÌoil tllH 0ttiB/ftl,tlr z\ rDJsT s-Azilc Fffi Ntìl 12' DOJ&I ^Cnl{C Dffi, 400 [¡UrUoIS ÀS\.7 NEEDÐ, ff troofl Pflll, F.V HEl$lT ,/.ñ ilrü d-0'r 9-0 x 6'(l¡il.) mfiffiflE PÄ0. RE-cnlDt rF ltEc. I0 'V/ Âflrrlr I¡Ax 7n sltP /^ }lEil tr8' mlllmo^t De Aclìl,lc TNTER|0R Dm, s DmR l{0TEs lHlsw/sffi HIIHT FA I l¡¡ôo =¡.L¡4 éo re l¿¡ - gı =l6E oo ut z Éoøo oIzUJo êtæ = ¡41ête C9 =, =II¡ô -,< -. # I DATI I os.ll.l c lStl,¡rp r0R PtRfi[ I 07.2t_t9 NEUEW I I I I I I l ft00R PLÄll A-202 Dave Argo Sent: To: Cc: From: Subject: Attachments: Dave Argo Friday, July 19, 2019 9:22 AM ' randyj.hen rie@ g mail.com' Andy Schwaller (aschwal ler@ga rfield-county.com); Bill Gavette (gavette@carbondalefi re.org) RE: Ball Brewing Tap Room Ball Brewing Bldg Code ltems.pdf Randy: We have reviewed your latest emails and have done a more comprehensive plan review based on your updated information and questions. The following is a summary of items related to this project: A. Fire Sprinklers & Occupant Loads - Our calculations result in a total "fire area" occupant load of L32 people (see attached redlines with these calculations). As currently designed and per LB.C., Section903.2.1'.2 (also attached for reference) this tenant space is required to have automatic fire sprinklers installed because the total fire area including A-2 occupancy exceeds 10O. Wall layout revisions, installation of additionalfire partition walls and/or other techniques may be used to reduce these occupant load calculations, but any subsequent plan revisions should be submitted to our office for confirmation of building code compliance if eliminating the fire sprinkler requirement is desired. Please Note: Because the Merchandise Display area is not bounded by permanent partition walls or is not otherwise distinctly separated from Dining Area, we cannot count it as a lower occupancy factor than A-2 use of the main public area. B. Restroom Facilities - As cur rently shown on plans the existing restrooms do not appear to meet ICC 4117.1- 2009 requirements for accessibility. More importantly, there is not a properly designed "accessible route" allowing patrons or employees to gain access to these restrooms, and the existing closet between the two restrooms may need to be removed to comply. lf patrons cannot get into the restrooms, it doesn't qualify as accessible facilities. ln addition, number of plumbing fixtures in existing restrooms do not meet the minimum number of required plumbing fixtures per LB.C., Table 2902.L.L (refer to attached plumbing fixture requirements). C. 2-Hour Rated Partv Wall - According to our Building lnspector, a 2-hour "fire barrier" between Ball Brewing and Anytime Fitness was properly installed and inspected during their prior tenant finish. However, additional penetrations cannot be placed in this fire partition wall between these tenants. Any electrical, plumbing or mechanical work should be placed in furred out walls that do not compromise the fire rating integrity of this party wall. D. lnterior Door into Exit Corridor - There isn't a building code issue or problem with removing the door from the Dining Area into this corridor. ln fact, the one-hour fire rating requirement will no longer apply because this hallway becomes part of the main Dining Area instead of a separate enclosed "exit corridor" which requires one- hour construction assemblies per l.B.C., Table 1020.L. Exit signage visible from the Dining Area should still be provided above the door opening into this hallway. Thanks for your response and questions to our initial concerns, and feel free to get back in touch with us if you have any additional questions as you work together with the tenant to address these issues. Dave Argo Plans Examiner Garfield Cerunty 1 Community Development Department 26', .0 1n',24'" 0"24'.0" hcY oP = llÁV froÀwaion ItâØ ilbooà âtray llÊ2 + ZOO - ftont d H ltW + 100'lt¿L 60 t! o I B Þtnin4 l¡L66 A ttÆ + lb.|7 wwlauøa'tø7 161 + too =2 ftw Ar4 ocat^¡ø.nl wâÀ ----ET ll b__,,i____E¡l Pinirr¿ Aw øu f et'uticc VoÀwlion Aytt- htÅ p.wn lta 2 lu I GROUND FLOOR PLAN Aw lll 4nlat tt^À induÀà fuotaa¿ 0øvú,tt nof E. Rtâ+>. tli ,li ,l t, \ o b b + PRODUCTION AREA 1880 SF \ tSERVICE AREA 187 SF 39' . 0" -- l¡è1b o Tot¡l 172 I I A-3 or A-4 occupancy is located, and throughout all sto- ries from the Group A occupancy to, and including, the levels of exit discharge serving the Group A occupancy. For Group A-5 occupancies, the automatic sprinkler sys- tem shall be provided in the spaces indicated in Section 903.2.1.5. tFl 903.2.1.1 Group A-1. An automatic sprinkler sys- tem shall be provided for fire areas containing Group A-1 occupancies and intervening floors of the building where one of the following conditions exists; L The fire area exceeds 12,000 square feet (1115 m1. 2.'lhe fire area has an occupant load of 300 or mofe. 3. The fire area is located on a floor other than a level ofexit discharge serving such occupancies. 4. Theftre area contuns a multitheater complex. lFl903.2.1,2 Group A-2. An automatic sprinkler sys- tem shall be provided for fire areas containing Group A-2 occupancies and intervening floors of the building where one of the following conditions exists: 1. The fire area exceeds 5,000 square feet (464.5 m2). 2. The fire area has an occupant load of 100 or more 3. The fire area is located on a floor other than a level of exit discharge serving such occupancies' lFl 903.2.1.3 Group A-3. An automatic sprinkler sys- tem shall be provided for fire areas containing Group A-3 occupancies and intervening floors of the building where one of the following conditions exists: 1. The .fire area exceeds 12,000 square feet (1115 m1. 2. The fire area has an occupant load of 300 or more. 3. The fire area is located on a floor other than a level of exit discharge serving such occupancies. ÍF|903.2,1.4 Group A-4. An automatic sprinkler sys- tem shall be provided for fire areas confaining Group A-4 occupancies and intervening floors of the building where one of the following conditions exists: 1. The fire area exceeds 12,000 square feet (1115 m2). 2. The fire area has an occupant load of 300 or more. 3. The fire area is located on a floor other than a level of exit discharge serving such occupancies. tFl 903.2.1.5 Group A-5. An automatic sprinkler sys' tem shall be provided for Group A-5 occupancies in the following areas: concession stands, retail areas, press boxes and other accessory use areas in excess of 1,000 square feet (93 m2). FIRE PROTECTION SYSTEMS lFl 903.2.L.6 Assembly occupancies on roofs. Where an occupied roof has an assembly occupancy with an occupant load exceeding 100 for Group A-2 and 300 for other Group A occupancies, all floors between the occupied roof and the level of exit discharge shall be equipped with an automatic sprinkler system in accor- dance with Section 903.3.1.1 or903.3.1.2. Exception: Open parking garages of Type I or Type II construction. 903.2.1.7 Multiple fïre areas. An automatic sprinkler system shall be provided where multiple fire areas of Group A-1, A-2, A-3 or A-4 occupancies share exit or exit access components and the combined occupant load of theses fire areas is 300 or more. IFI 903.2.2 Ambulatory care facilities, An automatic sprinkler system shall be installed throughout the entire floor containing an ambulatory care facility where either of the following conditions exist at any time: 1. Four or more care recipients are incapable of self- preservation, whether rendered incapable by staff or staff has accepted responsibility for care recipients akeady incapable. 2. One or more care recipients that are incapable of self-preservation are located at other than the level of exit discharge serving such a facility. In buildings where ambulatory care is provided on lev- els other than the level of exit discharge, an automatic sprinkler system shall be installed throughout the entire floor where such care is provided as well as all floors below, and all floors between the level of ambulatory care and the nearest level of exit díscharge, including the level of exit discharge. tFl 903.2.3 Group E. An automatic sprinkler system shall be provided for Group E occupancies as follows: 1. Throughout all Group E fire areas greater than 12,000 square feet (i 115 m'¡ in arca. 2. Throughout every portion of educational buildings below the lowest level of exit discharge serving that portion of the building. Exception: An automatic sprinkler sysîem is nof' required in any area below the lowest level of exit discharge serving that area where every class- room throughout the building has not fewer than one exterior exit door at ground level. lßl 903,2,4 Group F-1. An automatic sprinkler system shall be provided throughout all buildings containing a Group F-l occupancy where one of the following condi- tions exists: 1. A Group F-I fire area exçeeds 12,000 square feet (1115 m2). 2. A Group F-l fire area is located more than th¡ee sto- ries above grade plane. 3. The combined area of all GroupF-I fire areas on all floors, including any mezzatines, exceeds 24'000 square feet(2230m2). 2015 INTERNATIONAL BUILDING CODE@ 211 sEcTloN 2901 GENERAL [P] 2901.1 Scope. The provisions of this chapter and the International Plumbing Code shall govern the erection, installation, alteration, repairs, relocation, replacement, addi- tion to, use or maintenance of plumbing equipment and sys- tems. Toilet and bathing rooms shall be constructed in accordance with Section 1210. Plumbing systems and equip- ment shall be constructed, installed and maintained in accor- dance with the International Plumbing Code. Private sewage disposal systems shall conform to the International Private Sewage Disposal Code. sEcTtoN 2902 MINIMUM PLUMBING FACILITIES ÍPlzgÙz.lMinimum number of fixtures. Plumbing fixtures I shall be provided in the minimum number as shown in Table I ZSOZ.I based on the actual use of the building or space. Uses not shown in Table 2902.1 shall be considered individually by the code official. The number of occupants shall be deter- I mined by this code, CHAPTER 29 PLUMBING SYSTEMS IPI TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES" (See Sections 2902.1.1 and 2902.2) [P]2902.L.1Fixture calculations. To determine the occu- pant load of each sex, the total occupant load shall be dividecl in half. To determine the required number of fix- tures, the fixture ratio or ratios for each fixture type shall be applied Ío The occupant loød of each sex in accordance with Table 2902.I. Fractional numbers resulting from applying the fixture ratios of Table 2902.1 shall be rounded up to the next whole number. For calculations involving multiple occupancies, such fractional numbers for each occupancy sha1l first be summed and then rounded up to the next whole number. Exception: The total occupant loød shall not be required to be divided in half where approved statistical data indicate a distribution of the sexes of other than 50 percent of each sex. lPl2902.1..2 Family or assisted.use toilet and bath fix- tures. Fixtures located within family or assisted-use toilet and bathing rooms required by Section II09.2.1 are per- mitted to be included in the number of required fixtures for either the male or female occupants in assembly and mercantile occupancies. No.CLASSIFICATION OCCUPANCY DESCRIPTION WATER CLOSETS (URINALS SEE sEcTtoN 419.20F rHÊINTERNATIONAL PLUMBING COÐE) LAVATORIES BATHTUBS/ SHOWERS DBINKING FOUNTAINS (sEE SECTTON 410 OF THE INTEBNATIONAL PLUMBING coDE) OTHER Male Female Male Female 1 Assembly (continued) A-ld Theaters and other buildings for the per- forming arts and motion pictures I per I25 I per 65 1 per 200 1 per 500 1 service sink A-2',1 Nightclubs, bars, tav- erns, dance halls and buildings fo¡ similar pulposes i per 40 I per40 1 per 75 I per 500 1 service sink Restaurants, banquet halls and food coults I per 75 I per75 I per 200 1 per 500 1 service sink A-3'r Auditoliums without permanent seating, art galleries, exhibition halls, museums, lectule halls, libraries, arcades and gymnasiums 1 per 125 1 per 65 1 per 200 1 per 500 I se¡vice sink Passenger terminals and transportation facilities 1 per 500 1 per 500 .1 per 750 1 per 1,000 1 service sink Places of worship and other religious se¡vices 1 per 150 1 per 75 1 per'200 I per 1,000 I service sink 201 5 INTERNATIONAL BUILDING CODE@ (continued) 571 Dave Argo From: Sent: To: Subiect: Attachments: Randy Henrie <randyj.henrie@gmail.com> Tuesday, July 16, 2019 5:55 PM Dave Argo; Andy Schwaller lExternal] Re: Bobby Ball Brewing Tap Room Tenant lmprovements Bal l_Brewi ng_REV3.pdf Dave & Andy, Previous message sent before I was done! Please forgive the lack of proofreading. Now to continue..... It would be advantageous for Bobby to delete the door that separates the Dining from the Conidor, ( he will keep it if he has to). Adding this Conidor space to the Dining would be an additional 11 Occ, for a total of 107 Total Occupants. However, Bobby feels that this space is really being created for approx. 90 Occ. Would it be acceptable to post signage, and in keeping with Section 1004.1 .2,Exception: Signage to read "NOT TO EXCEED 100 MAXIMUM OCCUPANCY"? However removing this door may trigger the wall behind the bar needing to be considered as part of the Corridor? See attached plan. Looking forward to your thoughts. Thanks as always. Randy Henrie 970.355.9773 www. randallihenrie.com On Tue, Jul 16, 2019 at 5:34 PM Randy Henrie <randyi.henrie@gmai wrote Dave & Andy, Hey guys, not sure whom is currently working on this Project so wrapping you both in. Seems like Bobby Ball of the Tap Room and Chris Jung or Rudd are looking for some help with the overlap of the Tenant Finish and the current Permit Set. I have agreed to help them out with that. It is my understanding that per the Anytime Fitness Permit process, the wall that separates the Tap Room from Anytime Fitness is already constructed as a two-hour Fire Barrier. If this is accurate, then we should be good to go for that wall? As I currently understand it, the other significant issue are the Occupant Load, and, the fire-rated Corridor requirements for this A-2 Occupancy. Using the SF numbers on the current Tap Room Plan, and Table 1004.1.2,I come up with Production Area 1680/100 : 17 Occ ColdRoom:lOcc. Bar: I87lI00:2 Occ. Mercantile : 224160 : 4 Occ Dinine: 1 7sl15 92 TOTAL in Front Area = 96 Occ. (We are missing something in how this is over 100 Occ.?) Dave Argo From: Sent: To: Randy Henrie <randyj.henrie@gmail.com> Tuesday, July 16, 2019 5:35 PM Dave Argo; Andy Schwaller [Extcrnal] Bobby Ball Brewing Tap Room Tenant lmprovementsSubject: Dave & Andy, Hey guys, not sure whom is currently working on this Project so wrapping you both in. Seems like Bobby Ball of the Tap Room and Chris Jung or Rudd are looking for some help with the overlap of the Tenant Finish and the current Permit Set. I have agreed to help them out with that. It is my understanding that per the Anytime Fitness Permit process, the wall that separates the Tap Room from Anytime Fitness is already constructed as a two-hour Fire Barrier. If this is accurate, then we should be good to go for that wall? As I currently understand it, the other significant issue are the Occupant Load, and, the fire-rated Corridor requirements for this A-2 Occupancy. Using the SF numbers on the current Tap Room Plan, and Table 1004.1 .2,1come up with: Production Area 1680/100 : 17 Occ. ColdRoom :1Occ. Bar: I87ll00:2Occ. Mercantile :224160: 4 Occ. Dinine : l375ll5 :92 TOTAL in Front Area = 96 Occ. (We are missing something in how this is over 100 Occ.?) Randy Henrie 970.355.9773 wu¿w. ran da I I i h en rie. com 1 Dave Argo From: Sent: To: Bobby Ball <bobby@ballbrewing.com> Monday, July B, 2019 10:46 AM Dave Argo lExternal] RE: Ball Brewing Tap Room Tenant lmprovementsSubiect: Hello David, Thank you for following up so quickly. I have met with Chris Jung this morning and am working on contacting Randall Henrie regarding the plan drawings and changes and will get back to you soon. Bobby Sent from Mail for Windows 1.0 From: Dave Argo <da rgo@garfield-county.com> Sent: Friday, July 5, 2OL9 4:43:57 PM To: Bobby Ball; Chris Jung Cc: Bill Gavette (gavette@carbondalefire.org); Andy Schwaller Subject: Ball Brewing Tap Room Tenant lmprovements Bobby: We have reviewed plans for your proposed Tenant lmprovements for Ball Brewing's Tap Room planned for an existing building owned by Rudd and located at7025 Highway 82 in Glenwood Springs. Unfortunately, there are some outstanding items which must first be addressed before we can issue a building permit. These items include the following: A. Amended Plans for an Open Building Permit - As submitted to our office, these plans do not meet our requirements for an open permit because we cannot accept plans submitted by anyone other than the building owner without a statement of authority from Rudd that you are submitting on their behalf and with their express permission. Please coordinate this requirement with Chris Jung at Rudd Construction' B. Architect,s Wet-Seal/Stamp - The proposed T.l. work is well over the threshold of 10 occupants, which by Colorado state law requires that a Colorado licensed Architect must wet seal/stamp this set of plans' Because this set of plans effectively changes existing approved plans already submitted to our office by Rudd, we recommend that you engage their Architect (Randy Henrie) to assist you in preparation of plans that effectively replace the original set of plans as prepared by him for Rudd's open permit. That way, there isn't confusion or cross-liability in regards to life safety issues as described below' C. Fire Sprinkler Svstem - As the Building Dept. previously disclosed to Rudd in our review of 2 previous building permit applications including: (a) the original plans submitted by Randy Henrie for T.l. work once the Habitat ReStore vacated the premises, and (b) plans subsequently submitted for Anytime Fitness, there is a building code requirement that the party wall located between your operations and Anytime Fitness must be a 2-Hour Rated "Fire Barrief as per l.B.C., Sectio n7O7 - otherwise the entirety of the building must be provided with fire sprinklers. ln addition, based on our square footage calculations for your proposed Tap Room, the "front of house" area open to the public exceeds 100 occupants indicating that your space will require installation of an automatic fire sprinkler system per the building code, even if the remainder of the building does not. We need for Bill Gavette with Carbondale Fire D¡strict to weigh in with a final determination on this issue, and I have copied Billon this email. 1 D. Fire-Rated Partitlon Walls - ln addition to the 2-hour Fire Barrier party wall as described above, the exit corridor leading to the restrooms and a second exit door must be a one-hour fire wall per l.B.C., Table 1020.1 - unless a fire sprinkler system is installed as described above which does not require fire-rated corridor walls. Please address this list of itcms at your earliest convenience so that we can finalize our plan review and issue a builcling permit for your project. Dave Argo Plans Examiner Garfield County Community Development Department 708 9th Street, Suite 401 Glenwood Sprlngs, CO 81601 Tel: 970-945-8272 Ext. 7670 Ema i I : d o rg o @ g o rf i e ld -co u nty. com Web : g a rfield -cou nty. com 2 Dave Argo From: Sent: To: Cc: Subject: Attachments: Dave Argo Friday, July 5, 2019 4:44 PM 'bobby@ballbrewing.com';'Chris Jung' Bill Gavette (gavette@carbondalefire.org); Andy Schwaller (aschwaller@garfield- county.com) Ball Brewing Tap Room Tenant lmprovements Ball Brewing Floor Plan.pdf Bobby: We have reviewed plans for your proposed Tenant lmprovements for Ball Brewing's Tap Room planned for an existing building owned by Rudd and located at 7025 Highway 82 in Glenwood Springs. Unfortunately, there are some outstanding items which must first be addressed before we can issue a building permit. These items include the following: A. Amended Plans for an Open Building Permit - As submitted to our office, these plans do not meet our requirements for an open permit because we cannot accept plans submitted by anyone other than the building owner without a statement of authority from Rudd that you are submitting on their behalf and with their express permission. Please coordinate this requirement with Chris Jung at Rudd Construction. B. Architect's Wet-Seal/Stamp - The proposed T.l. work is well over the threshold of 10 occupants, which by Colorado state law requires that a Colorado licensed Architect must wet seal/stamp this set of plans. Because this set of plans effectively changes existing approved plans already submitted to our office by Rudd, we recommend that you engage their Architect (Randy Henrie) to assist you in preparation of plans that effectively replace the original set of plans as prepared by him for Rudd's open permit. That way, there isn't confusion or cross-liability in regards to life safety issues as described below. C. Fire Sprinkler Syste4- As the Building Dept. previously disclosed to Rudd in our review of 2 previous building permit applications including: (a) the original plans submitted by Randy Henrie for T.l. work once the Habitat ReStore vacated the premises, and (b) plans subsequently submitted for Anytime Fitness, there is a building code requirement that the party wall located between your operations and Anytime Fitness must be a 2-Hour Rated "Fire Barrier" as per LB.C., SectionTOT - otherwise the entirety of the building must be provided with fire sprinklers. ln addition, based on our square footage calculations for your proposed Tap Room, the "front of house" area open to the public exceeds 100 occupants indicating that your space will require installation of an automatic fire sprinkler system per the building code, even if the remainder of the building does not. We need for Bill Gavette with Carbondale Fire District to weigh in with a final determination on this issue, and I have copied Bill on this email. D. Fire-Rated rtition Walls -ln addition to the 2-hour Fire Barrier party wall as described above, the exit corridor leading to the restrooms and a second exit door must be a one-hour fire wall per l.B.C., Table 1020.1- - unless a fire sprinkler system is installed as described above which does not require fire-rated corridor walls. Please address this list of items at your earliest convenience so that we can finalize our plan review and issue a building permit for your project. Dave Argo Plans Examiner Garfteld County Community Development Department 1-08 8th Street, Suite 401 1 14t 'N It 25', - O 1n" ( 24'- O'24'- 0" o è b Y lF----r--- 1E I I I I I Itr I I I I _El l- Hottv' hwiÅw s^lc+s F B -Høw rrrta Pwlti Ono pr*y wa ¡r tu o io b b 5'- 0" - 9'112', b - l.:: I PRODUCTION AREA 1680 SF { ;::: \1.' É 8ud6É@ o I ñ SERVICE AREA 187 SF i-o ,. EEr*S¡dN ËÈsq a 39'. O' o b tu b I lã 8'- 0- ----v/l DINING AREA 1375 SF GROUND FLOOR PLAN ?Schwaller From: Sent: To: Subject: Attachments: G Andy Schwaller Thursday, October 1L, 2018 1L:LL AM Matt Provost; Jim Wilson FW: Anytime Fitness - Non-separated Occupancy - 7025 CO-82 RE: Anytime Fitness - Non-separated Occupancy - 7025 CO-82 \h LLL please see attached. This is for the old Habitat project at Hwy 82. There are two permits for this project. The first one is from last May and shows a 2 hour wall between the Athletic club and the future tenant on the east end of the building. The second permit is a tenant finísh Anytime Fitness and was issued in September. I did the plan review and required a 2 hour wall between the Anytime and the existing motorcycle shop. ln discussions with the architect and Steve Thomas, the building will be non separated and a fire barrier is not required between the Anytime and the motorcycle occupancy. A fire barrier is required as shown in the original permit on the east side of the Anytime as per the plans from last May. That wall is keep the fire areas below the 12,000 sq.ft. requiring a sprinkler system. Let me know if you have any questions. I will add these emails to the file. From: Steve Thoma s Im a i lto :stho mas @colo ra d ocod e.net] Sent: Wednesday, October 10, 2018 4:08 PM To: Andy Schwal ler <aschwal ler@garfie ld-county'com> Cc: Dave Argo <dargo@garfield-county.com> Subject: RE: Anytime Fitness - Non-separated Occupancy'7025 CO-82 Andy, This is a greet quest¡on and I am impressed by the architects response. He is correct in his evaluation. You are dealing w¡tf, two different issues hear, the nonseparated occupancy evaluation in Section 508.3 and fire sprinkler requirements in Chapter 9. We need to look at them separately. lf you evaluate the building as a nonseparated occupancy, he is correct that the A-3 is the most restrictive oócupancy to determine the allowable area of the building. I don't know what the type of construclion is. But, I will assume his area calculations are correct in his response. So, at that point, the building complies with Section 508.3.2 regarding allowable area. Now we need to go back to 508.3.1 eveluate the building based on the language stating that "the most restrictive provisions of Chapter I that apply to the nonseparated occupanc¡es shall apply to the total nonseparated occu pancy area"Section 903.2 designâtes when fire sprinklers are required in a building ln all three occupancies planned forthis building,the threshold for providing fire sprinklers is a 12,000 square foot fire area. So, if they divide the building into separate fire areas of less than 12,000 square feet, they would then 508.3.1 as well. Since they need to comply with the most uirements of Chapter 9, the ur fire barrier per Tablegoverns what the fire barrier rating is. Therefore, the wall must be rotectives. They mentioned a 2-hour wall in their z-hdilrl. The idea of a nonseparated occupancy building is that you could build any of the rent in the rtobuilding. So, if you built the building with just one of the occupancies reduce the fire area and not have to sprinkler the building' , you could building the fire barrie It is a little strange, but it is in compliance in my opinion. I may try to incorporate this concept into one my classes, I think ii is good example. Let me know if you need any additional information. Thanks, 1 Steve Thomas President Colorado Code Consultlng, LLC Dlrect: 303-237-3572 From: Andy Schwa ller <aschwaller@garfield-countv.com> Sent: Wednesday, October IO,2OL81:20 PM To: Steve Thom as <sthomas@çoloradocode.net> Cc: da rso @sa rf ield-cou ntv.com Subject: FW:Anytime Fitness - Non-separated Occupancy -7O25 CO-82 Steve, Help! lf you have time. Building is a single story 14,000 s.f mixed use tenant spaces equally divided for the most part by a 4600 s.f S-1, A-3, and M occupancy non sprinklered structure. As per the most restrictive A-3, the Grumpy Old Fart {GOF) B.O. position is the structure cannot be considered non separated occupancíes as per Section 508.3. and chapter 9. A fire rated assembly per Table 508.4 2015 IBC is required between the S-1, A-3 tenant finish and M existing occupancy or sprinkler the building to meet the requirements of 508.3 and call it non separated. Architect's argument is stated below anrl centers around providing a fire barrier between the S-1 and A-3, thus decreasing the fire area below 1,2,OOO sq.ft for the entire building and calling the buílding non separated. I can see sorne of their logic considering the entire structure A-3 and eliminating the sprinkler, but I think they may be stretching the code to try to also call the structure non separated occupanciesjust because they decreased the fíre areas less than 12,0A0 sq.ft. for the structure. Any thoughts? Thanks, Andy Schwaller Building Official Garfield County From : M a tt Wi I ku s h0a ilto :mmlq.@wi I kusa rch.co ml sent: Wednesday, October 10,2078 9:46 AM To: Andy Schwa I le r <aschwa I ler @sa diqlçEcu n'!y.cem> Cc: Dave Argo <dareo@garfleld-cqqntv.çon>; Leif O. Hanson <loh@wilkusarch.com>; Br¡ttany Bauer <bmb@wilkutarch.com>; Lucas R. Gustafson <lre@w¡lku¡Alqh.çetq> Subject: RE:Anytime Fitness - Non-separated Occupancy -7025 CO-82 Hello Andy, I would like to thank you again for taking the time to work through this code study with us, as we have had some fun debating it around the office. l'm responding on Leif's behalf since he's traveling today. I have attached a link to a case study we found that we feel properly demonstrates both: . The original intention of the initial permit approved for the landlord. 2 . our intent to demonstrate how table 707.3.10 does allow for a non-separated occupancy to be divided into fire areas with the use of approved fire barriers' please see attached case study http:#www.woodworks.org/experltiplexpert{ip-Û?Y-201"-Q{ Essentially, we agree w¡h your analysis that the building would need to be sprinkled due to the 12,000 SF limit, but we arå electiñg to dividê the builãing into two fire areas via a fire barrier in lieu of a fire suppression system. The codãcommentary for sectìonT07.3.10 illustrates this compliance path by stating: ,,,,One of the alternatives available in addressing fire protection systems in many buildings is to divi-de the building into separate t¡re areas (see the definitìon of "fire areas" in Chapter 2). Since many of the fire suppression system ilrresholds (àee IBC Section 903.2) are based upon the fire area, separation of a single o"büp"n.y intó small fire areas can be an acceptable method for avoiding the use of sprinklers. This is a ctassic tyfe of design decision: sprinklers versus compartmentalization " Thus, as defined by Table TO7 .3.10, non-separated Occupancies are allowed to divide the building into separate fire areas to avoid the use of sprinklers while also allowing us to maintain the non-separated classification, The table requires that we provide a 2 hour fire-rated assembly at the fire-barrier. For the non-separated use, the most restrictive is our use (A-3) that has a calculated allowable building area of 16,z72when accounting for frontage increases. The overall building is only 14,77a, so we comply with the UuitOing area limitations per section 508.3.1 for tlie mosl restrictive use' please feelfree to contact me direcfly with your interpretation of our final attempt to resolve this matter, and thanks again for your helP! Best regards, Matt Wilkus, AIA WILKUS é.l{CIii iH(j'l .5 15 Ninth Ave N, HoPkins, MN 55343 Tt (952) 843-5059 Fl (952) e4a-2755 E r umw@wlßu.sa !'ç!.,ç9,r.!l www,wif kusarc h.comlSend UeJllgg From: Andy Schwa lle r <aqgb¡l@> Sent: Monday, October 8,2018 4:22 PM To: Leif O. Hanson <loh@wilkus-aÍch'com> Cc : D ave Argo <da rgo @ ea rf i e I d' ço-ul¡l' c o-!Q> Subject: RE:Anytime Fitness - Non-separated Occupancy -7025 CO-82 Lief, Nonseparated occupancies 50g.3 can be a great tool when it works. I typically have to pull out the commentary and run through the examples to determine if a building can use this provision. Based on the most restrictive A-3 occupancy applied to the entire structure, in order to call the building nonseperated, ít would need to be sprinklered due to the 12,000sf limit in a 1.4,000sf building. see attached example from the commentary. step 3 page 5-35 has a similar situation. That being said, the structure does not need to be sprinklered only separated per Table 50g.4. sorry to miss that with the 5.L9.1-8 permit. we saw non separated on the plans and went with it. I pulled out the commentary for the second permit. Let me know if I am missing anyth¡ng. 3 Thanks, Andy Schwaller Building Official Garfield County From: Leif O. Ha nson [mailto: loh @-wil kqSarch.com] Sent: Monday, October 08, 2018 1:16 PM To: Andy Schwa I ler <aschwa ller@sa rf¡eld-cou ntv.com> Cc: Lucas R. Gustafson <lrg@w¡lkusarch.com>; Brittany Bauer <bmb@wilkusarch.com> Subject: Anytime Fitness - Non-separated Occupancy -7A25 CO-82 Hello Andy, Per our phone conversation, l've attached the following for your review: The Tenant Demising Plan set, originally submitted on 5.19.18 - As we discussed, it is our interpretat¡on that the result of this permit demonstrates that the proposed Anytime Fitness location is within the'"NEW TENANf area, proposed therein as non-separated. BeÍng that our defined FIRE AREA (903.2.1.3 GROUP A-3) is less than 12,000 SF, we concluded that no sprinkler was required, thus there would be no need for any new fire rated wall assemblies. The Anytime Fitness Permit Set, approve d on 9.27.18 - for reference of our code study. Thank you for taking the time to review this situation. Feel free to let us know directly, once you come to a final decision. Best, -Leif Hanson WILKUS ARCHITECTS L5 Ninth Ave N, Hopkins, MN 55343 rl (9s2) 843-s063 Fl (9s2) 94t-27s5 a a 4