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Home My WebLink About537 BIG THOMPSON AVE537 50-1710 mp=60) , APPLICATION FOR SIGN PERMIT 16 2641 CHAPTER 17.66 OF THE MUNICIPAL CODE 3~tÂ©poN ,1 TOWN OF ESTES PARK 1 000 - FEE 40.00 OTHER 7 0. 642 SIGN CODE 1 3 2000 - 4400 TOTAL *3' foo COMMUNITYDEVELOPMENTDEPT. DATE SIGN SPECIFICATIONS AD[)RESS 537 8,4 -72,0,â€¢, PEOW 446. SIGN DIMENSIONS 3 k 26Â¥' * 78~ 7E-7141- LEGAL LOCATION Au- A-1-rACM 2 D DESCRIPTION SIGN SKETCH itam Lâ€¢-r-z. 4-,1 1/,L.49& 1-16. OWNER ~AEKLEA M AN AG& MENT Aâ€¢up ADDRESS 8/7 pt< (T. ha, Clem/Â¥ do 806'1 1 PHONE 34 Â·892 . 0/8 LESSEE 336 0 A.70 A-r-7-4 c 14 8 D ADDRESS 9726 C. RAMPBEN *lE.46-0 PHONE 3026 Â· 9- 45 Â· 6555 SIGN COMPANY Alt/ACAbb 00,95r. ADDRESS - 84 4036 6 PHONE 9Â°33 366Â·2892_ USE ZONE LAYOUT OF SIGN LOCATION d-6 SIGN CLASS (3~ WAL L CLASS OF wqg.K/,0/ NEW P ALTERATION ATTACH CLEARLY LEGIBLE IDENTIFICATION PLATE NOT EXCEEDING 15 SQUARE INCHES IN AREA TO SIGN, STATING THE NAME OF THE PERSON, FIRM, OR COR- PORATION RESPONSIBLE FOR ITS CONSTRUCTION AND ERECTION, WITH INSTALLATION DATE AND PERMIT NUMBER THEREON. ELECTRICAL SIGNS SHALL BE A-meNED MARKED WITH INPUT AMPHERES AT FULL LOAD INPUT. I hereby acknowledge that I have read this application and state that the above is correct and agree to comply with all City Ordinances and State Laws, regulating building construction and zoning. Permittpp By Approved ~LÂ·Â«1 //1. ning Administrator 0 008 The Building Department will make every effort to prevent errors in your application and permit, but cannot be responsible for your failure to comply with all Building, Zoning and other applicable ordinances. 74vt O g,446Â· 2*09 , VALUATION SIGN PERMIT APPLICATION PERMIT NO. Chapter 17.66 of the Municipal Code Vr Town of Estes Park 1GH C '-OTHER ,~0*63 Sign Code TOTAL Community Development Department SIGN ADDRESS DATE 5 3-7 8,~11.omf5011 Ae. .3-/4-00 BUSINESS NAME TOWN LICENSE # TOLLO 861 1 / K FO 440 f SIGNS TO BE REMOVED NAME OF PREVIOUS TENANT (IF ANY) 3 - 94 Â«i\a 6%-6 r Affell 20-01 c '18 LEGAL DESâ‚¬RIPTIO~ A arr. Coi- -2- 1 / 0*eÂ¥*-(40 01 -9 9/BPLEÂ¥ 0 ,â€ž~A *E Sâ€¢48 - OWNER STAR) LEV 1,4-1 |clc~c- 31wpt71 6,04- f-vele,1 61 Wked.Ce,~r AA,~'),â€¢'04/ 6~-12 ADDRESS gil 474 5Â£ Qlcap' 6 ret\Â°1 (0 9:063 I PHONE *mo .303 â‚¬ 9 2- 15 1 6 LESSEE Pao Al Jo ADDRESS 9llc, E- I-1-re\Â«A, ove- iTE- 3)0 PHONE 303.745.0536 SIGN COMPANY f}|vcÂ«30 6.4,54â„¢L~-le. ADDRESS PO AiÂ¥ 4034Â·(p PHONE ~3033356-2-672 ,/~303 6191-0753 GPLL CONTRACTOR LICENSE NO. USE ZONE AÂ»/ SIGN CLASS NEW (33 w ALD ALTERATION . ILLUMINATION 0 NO * YES - TYPE F | Q,r Â« Gre.t- Maximum height above Setback from property Setback from side lot line? adjacent ground level? /5 ' line? M IA ALL SIGN PERMIT APPLICATIONS SHALL BE SUBMITTED WITH DETAILED DRAWINGS AND SITE PLANS, I#<APPLICABLE, INDICATING DIMENSIONS AND LOCATION AND TO INCLUDE THE FOLLOWING: /0 Araphic representation of sign with dimensions. ijxâ‚¬F 0%,K property lines. 4 4 '947 Indicate lighting and electrical signs. Â·Â«) Location of sign on property or building. 400 /3, 7-8 /5) Include all other existing signs on property with dimensions. 6 ~b SIGN PERMITS MAY BE ISSUED TO LICENSED SIGN CONTRATORS, PROPERTY OWNERS OR APPLICANTS WHOM HAVE THE WRITTEN CONSENT OF THE OWNER. 1 HERERY*Â¤1*NOWLEDGE THAT I HAVE READ THIS APPLICATION AND STATE THAT THE ABOVE IS Â»6-ARECT AND AGBEE TO COMPLY WITH ALL CITY ORDINANCES AND STATE LAWS REGULATING ~ BUILDING CONSTR,Â®TION AND.ZONING. . - 20 E 0 \U j~ Ifil<Â©tttlÂ·t- AUG (-stj. < // LAL+l <J Er/l,uel" 3--14 -00 - \Folit ractor/0 wnep-Representative Date Application Approved (Conditions of Approval, if necessary) Date Ute 6 U M/f 1 WiA, i â€¢0 92- ~9/4 Sh fAL, A,ly, 42 6 râ€ž 1 â‚¬n, 1 963 I DAN1 (4Â«le-r 303 -%9 2.-le IE Ad fc*iâ‚¬hÂ·1 4 f 92- i /0 2/6 0.7 /0 262 4,2040 51* k-*r c - 62 22 ~ 0, \t, t 2 , N 1 ..t \. b 2 . e , 9., *9 K\, . 4 32 1. 4 2 'Â·' 23 MAR-14-00 TUE 02:08 PM FAX NO, , 02 rw ' 1 BUILDING SIGNS ~ W ' /.1 SIGN'S w/ 2 BRANDS ~ WALL S;GNS Â« 2 BRANDS -7.u.nli 'Ev Y ~ KI-C Vâ€¢>ALL . ON ~ PIZZA HUT WALL 5/GN i .4"Fir<801 - \\-/1 109 4 \1 1 .-- 11Ii.. , \. P.0,3 BELL LETIERS M 1 ~ HEIGH I WIDIH SQ.H. 7,-31/8" 26 42 - -\ 13:3( r PA~.Eis 8'-0" 31 1 11 \6'Â·6 1/40 10'-2 7/8' 51 4,18.5/8" 101-5 3/8' 38 ,%'r9. ........ - 51-Z" 37 5'-11 3/4" 4548 7/8" 34 4'Â·3 1/2" 4'-10 42- --- 21 -- - --- Â«00'' /ACO~BELL ~ Â· 1'-0 5/8" 9411 1/2' 12 91' 321 2 1--/- ,GUTTER (PAINT TO MATCH -\/00'~ SOUTH ELEVATION C (FAIN- [n'r.: EAST ELEVATION NOTE! FIELD VEKIFY EXISTING KOOF SLOPE FOOF 5LOFE ASSUMED AT 7:12. ALL 2 4- JZ KOOF SLOFES AKE TO BE THE SAME (TYF.) 62 24 2*~ : ifi ~i DNS rEK NEW SWITCH-GEAR rECT/ENGINEER (BEYOND) IF REQUIRED -~ (KE: ELEC. PLANS) WEST ELEVATION El_ SION 1 C L. U U 7 EXISTING 4' 4" ~ 70/04/99 EXTENT OF NEW ADDITION J ~-EXISTING ~NEW SERVICE -j ELECTRIC EXIT DOOK METER GEAK (iF NOKTH ELEVATION DCALE: 3/16"=1' -0" 3. KOOF SECTION AT DRIVE-THKU SCALE: 1/2"=1'-0" -- ILLat/*;-Ii----I-* =..." -.-{ ,?fl N-931"E_ .d~ ~ ~|~ ~~|~~|~|||| 1 FPPT rprr 104 Â¢*99-QU koel . - m 0 - A A & S. a m 0. - A .- - 4 -k-}Â· =A~.'.1.~ - . F.. *.-I- . . 0 . 0 "'0 liliE.:EiI~E:E.fl~E~ :lf:,:%:1 -- III~I~lilillill:,1~iii~*:I. .. 0 0 - 4- a - . 0 - P . - I .... . .0 . . --111111.1.1--' ..=I::mill::ili:::i:imillilli~~~~~~~~~~lillillillillillill - m.....alm "4. bit Bu.0.........111 - , .. .@. 0. I I. .. li . m . Il /:~-I~- 0 . -2, @A 0 .- D . =11.1 71' IA .....1.- 0 . ... 0!414:i~ '?41:1~:Fixis"~th:lill :1Â£:19Rilkini.li~:JLA.*i,Qi,1.kil U,"1:.2 . 0 P - .... 9 .m m .. 0. 0 0. -, I . 0 0 , tal . 1 m ..0 , ~mE. A lilli -- I ~ A ..1/0/'.~liti~lilili~i~ili~i~~i:EII:fililixkrl A rim"V . . P . . Al./. -~ - 1~ill A : 0 1 ~~P~ r:mi~~*6::~:I:*-* *2;it : NiNNiv:,~ 9:Mir:~li:fi~w~Iiiiiliiiijr;::iziii~iif:I:E~TErglF: -**-*3~ -Wrir .5 k 10'llill'. M 1 '1 0 . , I 1 2, . 1 11 - 11 11 - .1 A 9,2 ....I--1--1.-lir ~~ I 1 0 +1.40/41/1./dp .//I-:ip./ /---Vt --'-- - ::-... 11,1 El D .. . ..8,~6 ... 0 . . A 1 . ~ 0 - 0 I 0 ... - 1....11 . I 48~0 ----------------IME"Illialimillill#: 11 '3Med:t,~ - - 0 -0, -0. 1 A ...4,04=5$,004:4=144,41" t.*22~,021*21*21,=1*=1*21,~1.-1,-1,21-6.-- 5 =In -R . A . 0. I . I . 0. - 0 p . ./ 0 I . ... I ./ .... 1 '43~.0,2.. - - A A 0.. I 111+WIT"kitil~ili~~illi~i:li~i:i~illie~ili"ili:2ibl A . 1â‚¬ &~* A . I.. .. ,- ..,-0 .1 . p I ... 0 -0 -0 . . 11!~ .0 - p I .. -.si~ 11 ./.Ill.Win/:.I:~mi...:I .: 1 -=16~~ p ~ - ,a --0. . 0 9 . .. A............M.................Al.A - 0.-00 . I.-'ll 0 . I I - ~..... -1.0 ----lillillillillillillillillf<it.: ---------- 1=:G~ ...: a:. a =-6 -'' P.man.~... . 1@1~10.1 - A ..... "M~TU I--I=.-I -ItimiL. awl'll . ... . "=. : 9 . 0 - .. m-. .. A~ 7 .. . L .-i -Ii I vlllqlyl/vl/A -IM"in":Ill... 9 â€ž=. - v 2~#411~---- 9-. A - al=. 0 -0. I.* . ArdP*-6=61WW=6=6-/dr&%=6-6=60-2-&~VU-aad-#*6-1%-1711 lm-<P~~2-~4,. ...r ... ili'Bed:W::I6.~96.':mlifil~li:":'696.'Ik.~".I~:1;/W:#wn~:.ililill:ir.:lilli."J"":: '. .Irj:ililil, illixili~Z . I P I .- ~ 16=76-16=4=6=6=6==6 D t.1,-.1.1.Jillill ..~ . :Ist,!.4 glul . 0. 0 . 0-0 . I - r--10~ S :190 . 411ill'll'll'll'll'll'll'll'll'll'll'll'll'll'll'll'll'llv ililililililili *2*2311.5@%9*2*le.in-5, 'am'imâ€¢%1**Mi mt .~ lilililililili 0 : - GENERAL NOTE5 LECEN0 1. FIEIOK TO STAKTING C0N5TRUCTI0N THE CONTKAFTnle GWA I BF PF#Pnkle'lal F TO k,IAKF - FKOFEKTY LINE __ 1 1.-1 Â£ - *9,0/Ue 11 /* .1 I.f,51~~ .~,St,le/ 9<~3 /5 SUKE THAT ALL KEQUIKED FEKTAITS AND AFFKO* KUCTION OK FA5KICATION SHALL BEGIN UNTIL TH THOKOUGHLY KEVIEWED ALL FLANS AND OTHEK PERMITTING AUTHOKITIES. . 2. ALL WORK SHALL BE PERFORMED IN ACCOKDAN ICATIONS AND THE KEQUIKEMENTS AND STANDA AUTHORITY. THE GOILE FNIFOF.T ,..il[' K.GCOL11.10 r,Â·.RT cr TI Ic mcculluc' CONSTRUCTION Pocul.1[ 7,',1([ rICCCED[INGE UNI[30 Or[ClrICALLY NOTE CONTIV.CTOR 611.AILL NOTIFY THE T,A.CO ECLL CC DECKEF.ANCY UETWE[IN GOILS F:,EFORT 8. FLA.,]6 3. SITE CLEAKING 5HALL INCLUDE THE LOCATION F TANKS FIFES, VALVES ETC. IN OR NEAK NEW CON 4. SITE GRADING SHALL BE PERFORMED IN ACCOR TIONS,vIC TI 12 122(01.11.IENC,,TIONS DET FORTI I 4. THE CONTIEACTOK SHALL BE KE: ALL SOFT, YIELDING OK UNSUITABLE MATEKIALE MATERIALS As SPECIFICD IN TI IC SOILS riEr'ORT. 5HALL 5E COMFACTED TO 95% OF MODIFIED FKC TEST 0-598. MOISTURE CONTENT AT TIME OF FL ABOVE. NOR 3% BELOW OPTIMUM. CONTIEACTOK FIEEFAKED BY A QUALIFIED SOILS ENGINEEK, KE THE WOILK IS FERFOKMED, VEKIFYING THAT ALL WITHIN THE BUILDING FAD AKEA AND AREAS TO ACCOKPANCE WITH THESE PLANS AND SPECS. ,A IN TI IC SOILS 12[MOICT. 5. TI IC .Al.L.T.,t CUIL'.'CY Cl I,A,LL BC CONCICCRED A 6. THE LOCATIONS OF UNDERGROUND FACILITIES E ON FIELD SURVEYS AND LOCAL UTILITY COMPAN' TRACTOKS FULL KESFONSImiLITY TO CONTACT B LOCATE THEME FACILITIES FOOK TO STARTING a ENSATION SHALL BE FAID TO THE CONTKACTOK FACILITIES CAUSED BY HIS WORKFORCE 7. ALL DIMENSIONS ANC) GRADES SHOWN ON THE CONTRACTOR PKIOK TO CONSTRUCTION. CONTK, RUCTION MANAGER IF ANY P15CKEFANCE5 EXE RUCTION FOR NECESSARY FLAW OK GRADE CHA BE FAID TO THE CONTRACTOR FOK WOKK H/WIN, OK GRADES 5HOWN INCOKKECTLY ON THESE FL BEEN GIVEN. 8. WATER SEKVICE MATEKIAL.5 SHALL BE COFFEK NOTED ON THESE PLANS AND SHALL BE INSTALLE BELOW FROSTLINE WH ICH EVEK 15 GREATEK. CO? SHALL INCLUDE ALL FEES AND AFFUETANCES KE, A COMPLETE WORKING SEKVICE. CONSTKUCTION NOTES ~Â·-422EEED.MATCH TO THAT OF EXISTG, ~ CONSTRUCT O" r,C.C, CURC r[Ic C[TAIL 1/DI CONSTKUCT 6" F.C.C. CURB & GUTTEK FEK EX]5TiNG CURB AND SIDEWALK TO BE KEMIC CONSTRUCT F.C.C. CUKB EDGE SIDEWALK F CONSTRUCT F.C.C. SIDEWALK FEK DETAIL â‚¬ CONSTIEUCT F.C.C. EAMF - MAX SLOPE 1:12 F (9> CONSTRUCT-f-C.C. DEFRE55ED ItAh/Ir(~EL f~ CONSTRUCT NEW' 6" THK. F.C.C. AFKON W/ 4 ~~20'-0" 0.6.) OVER CRUSHED AGG. f * KE-WIKMEFINGEOrEP=rEENPO <42~- KE-CONFIGURE CUKS AND SIDEWALK THIS / *7 - (FIELD VFY. EXTENT OF NEW CONSTIEUCTION ) 4-j-\ KELOCATE EXISTING DOUBLE FACED ILLUMI? ~U22512)25 FEK PLAN (SIGN FACE AS NOTE[ .-- EXISTING MENU BOAILD, SENSOK LOOP & 9 BY SIGN 5UFFLIEK, KELOCATE IF NECE55AI NEW CUKB/SIDEWALK FIELD VERIFY hvIANHOLE LOCATION (ADJUST i INSTALL GUAK) FOST(5) FEK DETAIL 9/501 ADJUST IN FIELD-NEW SIDEWALK TO EXISTC PAINT 24" HIGH LETTEKS - WHITE (KEFAINT ~ PAINT TRAFFIC AKTOWS - WHITE FEK DETA , ~ PAINT NEW HANDICAF 5â„¢5OL - WHITE ON l Â® PAINT 4' WIDE SOLID STRIPE-WHITE (1'0" O.( )rn AND HANDICAFFED KAMFS ' [ 99 KEFLANT LAN[)5CAFED AKEAS AS KEQUIKE INSTALL 500 GALLON GLEASE DEAF AS FEI f *3 KE-USE EXING. TKA5H KECEPTACLE5 ANC ~ â‚¬p REMOVE AND KELOCATE Exis-r2~MTIS i ~ KE-INSTALL EXISTG. PKIVE THFU DIRECTION ~/A KErAliE CONC./ASFHALT O NEW LOCATION i , - OF A5FHALT/CONC. TO THAT OF EXISTING E 1 ~ CONTEOL JOINTS AT 50-0" O.C. (UF. AT ALL < 43 CONTKOL JOINTS AT 20'-O" 0.C. (TYF.AT At ~~ REMOVE EXISTG. FAKKING SFACES THI 5 LC CUKB AS FEK PETAILS 7/501.1 AND 6/591.1 /~,4 SLOPE GRADE AWAY FILOM ALL NEW CONS LV WITH EXISTG. DKAINAGE TO PARKING LOT. SIGN SCHEDULE A ENTEK H PKIVE-THRU N 5 EXIT 1 PKIVE-THKU O C ENTEK J DKIVE-THKU ONLY F D EXIT K THANK YOU Q E EXIT ONLY L WELCOME F EXIT ONLY MI KIGHT TURN ONLY N G DO NOT ENTEK rt Villa MAXIMUM HEIGHT OF BLE)(3. UL.L/ LAKIMEK COUNTY, COLORADO 78 & PARKING SPACES PROVIDED ........... OHEET~~021 HANDICAFFED SFACES FROVTED.................... 2 SCHEMATIC DKAWING: SP-1 FIELD VEKIFY ALL DIMENSIONS NOKTH AND PARKING CONFIGURATIONS SCALE: 1"=20'-0" ff ASUV Al A 1 '\ Vu l T '=1 i T =1 k - ... , . P . .. . , .. . D . 4 , 0 . . 0 . ... .. . ./..:. . . 1 , ..4, </ + .... ,., a 53 .- re:tie ff' Im r .. .. , 0 0 0 : 0 0.- 0 , I. 0. 0 . .... . . ...........A 0-, : ,. . , I .- . . 0 ,- ell- A . 0 . .. 0 0- . 0 . . .0 . P - .: 0*. 0 0 .. e ~.I 0 0 v'llgill'ValaTJA . . 0 -0- 0 . 0, . 0. 0 0 0 . A.....40.NI3"0... .. ,:, r 0 . - 0 - : - -.- 4~. .7 4 0 .A-. 0. I . 0. 0 I D. . . ' ' ~MW~L~~A-~iM11~Ar#WI.,9. A- ' .4 . G ' ///~ 1- ..G I . 0 . .4 - 4 -50 . et . le ~e"W . . 1~ 0, 4.1 "' 0 , 0 ,~me . ~4, . 0. 1 0 4 10,~9, m. 0 0 1 Â®6#60 2. 0 6 0 -Il. .1 G . A .. 0 40 ./. . . 0 0 0 0 A . . . . 0 -0 6 . I .. .. . - 0. A . - A 0 0 I. 0- .4 4. - . I .- .0 4 . .k. 0 6. -0 0,4 0 . - e... a Â·Â· ... . A .. P . .~% 0 . 0 - . 4 P . ... liA A . 0. A A ./ I . 0 A 0 A .. 4 : . 0 . . I '. I 0 0 . ., 0 ... A 4 - .1 1 . A . 0 -0 . .... P : A 0.- , - - .. 0 A . a I. . . ..- I- 0 . A . 0-0. A A ... .. A I I . D - L .- A " . , I . - . 0 0 - A . .. . - a P . A . . I I J . 0 1 0 . I. ... -A. P & A ../ 6. 14 - 3 =r-=0 - ...*_1 4 ' f PAID ~ APPLICATION FOR SIGN PERMIT N? 1883 CHAPTER 17.66 OF THE MUNICIPALCODE SEP 2 4 '86 TOWN OF ESTES PARK TOWN OF VALUATION *1â‚¬DDEE SIGN CODE i ESTES PARK FEE.1, 2- 0%11 ~2*-$7(2>Al.5~ Building Department DATE &*r- 291) 61 8 4> SIGN 6 -39 12>1 =79iez,ygiva fh/ SPECIFICATIONS ADDRESS SIGN DIMENSIONS J,,*g/,*,gj, 22- -2-016 * 899*. LEGAL -7*1, 2-m-- 2, 135*'172_-,s~ LOCATION 5 12- 1 3 1Â£3 to p 1.15 DESCRIPTION SIGN SKETCH /AD I>.1 . 0\1\INER,<~9 679 (438'28'FID,;~~2:22 j 272-> ADDRESS P P 12 ex -a-as-6 PHONE U - U 1 1 4 LESSEE 7-*00 827-2- ADDRESS 777 232,4 3 3 5-0 Stit. A-79-67*-lb PHONE SIGN COMPAN ifj-77 21Â«22*4 - ADDRESS KNUXV)1Â£-45,Â·-I-k>U 399/y PHONE 1 - 2073--2-5-1-9-73& FIRE ZONE 1,2,3 1Â¥1-7111/ 0 #715//.U 17*All 6> apk) 1 Fn dr + w ;us USEZONE Cl, C2, R, R l, R 2, R 3, I l LAYOUT OF SIGN LOCATION SIGN CLASS 1- toll-LL- S /&As CLASS OF WORK NEW F~ ALTERATION ATTACH CLEARLY LEGIBLE IDENTIFICATION PLATE NOT EXCEEDING 15 SQUARE INCHES IN AREA TO SIGN, STATING THE NAME OF THE PERSON, FIRM, OR COR- PORATION RESPONSIBLE FOR ITS CONSTRUCTION AND ERECTION, WITH INSTALLATION DATE AND PERMIT NUMBER THEREON. ELECTRICAL SIGNS SHALL BE MARKED WITH INPUT AMPHERES AT FULL LOAD SEPT *772)92133 INPUT. I hereby acknowledge that I have read this application and state that the above is correct and agree to comply with all City Ordinances and State Laws, regulating building construction and zoning. Permittpp 4-'*UpÂ»j $-(~ 66.awk- ~ Approved The Building Department will make every effort to prevent errors in your application and permit, but cannot be responsible for your failure to comply with all Building, Zoning and other applicable ordinances. //Â»> F./. f - 2 4 -al -1 49: 7f' ~A. t Â«-2.0 Â£ 1 -4 - câ€ž~ -2-: 27 p_.41 , -7 - G- 9 -2. 2 (3 0 4,4-1 r . A.-t i J -1, 43% r . . . L C. . .2 I N 4, . . r. -~A=-C - <1-6 - 91 21 ' 2: S P /h 4 - G- 92 2 . 2 57'RH, . 1 0.1 OV01?Al,1, 0Â«0(00 Aff OF 1,0(18#* 1 11 7 9 1 - #QUAL 9 '' 1 V 041/!AL I ' ' 92 MOUUTI N G FOCI----Â¢1~ EQUO. - 4 ANCHOR (93 f ' 6 2 - I - -24 L 43>=94 511 2/Â¢ / ij 371 -1 -23 , 0 CokiNE-<,T-*OKA ELECTÂ®CAL ELECr E ./-- . 8 - m 5 ~4:Â«_.r= 7 r, 69 k ~~242 xÂ· 4 /ir -- 4 --13 . WALL #j LINE 1 /' 44. Â·Â·' 4 hz 6 TACO B.LL = 2 . - LETEERS TO BE LOCKT-ED UE>IN G -LAYOVE- PPM-rERN -REF. ONLY (saN MAr' BE MouNTED W ITHC>or LerrEes) IMST-ALLATION: 1. REMovE FACE FROM Stel EY REMouiNG FACE SCAEWS. 2. LIFT SIGN INTO POSIT-104 AND FIELb LOCATE MOUNTING HOLES IN BOTH -- SIGN AND WALL (4 PLACES~. MAKE SURE ELECER,CAL CONNECT7O61 REV. ECN # DATE WILL UNE-UP. ~_ELECTRICAL SUPPLY BADULD EE RUN 5Â¥ WEETERAL CoNFRACT-of;ON NEW 80~ LOINGS~ Plasti Line, Inc. 3. MOUKIT 45% GN USING J'Â£' DIAMma =R. BC>Cr~S ~tÂ·4114~) AND GurTABLE ANCHO-R.Â§,0 - KNOXVILLE, TN 37918 4. REMOVE RACEWAY CDVEK J MAKE ELECERACAL CONkl E.CrIONS, AkID -rEST- 6(6kh. _ SCALE NONE APP'D BY 'PLU DR'N BY PWT' 6. REPLACE RACE.WAY CovER. AUD GIGht FACE.... DATE___7-25--8.5- CH'K BY r S. CLEAU LIGN FACE ANU IklsTALLATioN, AREA. INSTALLKEic:Â»4 Folk X' X 3' BELL CUSTOMER 9- .__- _ JrÂ»rdo BELL DRAWING NO SHEET- 1.- OF / . _ XEC)1854 R A <4 V I AF 978QAA 4 . V I INSTALLATION PROCEDURE 1. DIG FOUNDATION, Sâ‚¬T CONDU 17 AND ANCHOR. BOLTS Â· 2 POUR CONCRETEÂ· 8.RUN ELECTRICAL AND BOLT SIGN To COLUhAN Wi-w BOLTS PROVIDED. 36, â€¢ 4.TEST SIGN LIGHTING. 5. TOUCN-UP ANY SCRATCHED AREAS ON SIGN BOX 4 COLOAANÂ· 6, CLEAN UP ALL EVIDENCE OF INSTALLATION WOEKÂ· h ~-#6" A 86 7/8 FILLER AT Tl-+IS eND OF -5/W SIGN SIGN REMOVABLE FOR SPECIAL NOTES SERVICE. 1. INSTALLATION MUST CONFORM TO NATIONAL ELECTRICAL / G CODE AND ANN' OTHER APPLI CABLE LOCAL CODES - A 1- - 1 I I SIGN NOMENCLATUEâ‚¬ 3/8-16*1"MACHINE BOLT mil\ C 3/8-)6xl"MACH. /.LAMPS (2) SeT,2 4/0 CW ELECTRICAL LEADS ='~< BOLT 4 LÂ·WÂ· BAL LAST (1) JEFFERSON *2256-13/1 4 L.W. SHIPPED IN a_ACE , CONNÂ· LOAD 1Â·17 AMPS ON SIGN Â·NUTS ARE Wâ‚¬LDED U.U - 1 INSIDE SIGN- CIRCU ITs (1 ) 15 AMP cufc o i T- 2, SERvtâ‚¬ SIGN BY SLID#NG PACâ‚¬ 24" 6 -813" x '/8 - 5(2, 71.81 N 6 B E- ~ ri 7 B r 11 11 1 ~....----ELECTRICAL LEADS FROM 13.<: Vt'-4-Â·/7-Â§* 4 POWER souRCâ‚¬(8Â¥â‚¬RECToR) I Â·Ic . ,/ - ..4/ SECTION A-A .ti,lf 1 J 112" MIN. 11 ... 24" H Ip ELECTRICAL CONDUIT i BY GENERAL CONTRACTOR 1 CONCRETE FOUNDATION i EY GENERAL CONTRACTOQ (LE CU-YDSÂ·) FRON 7 ELEVATION 4 L-J 5 -i A ; 3 1 Z 5ECTION B-B SET COLUMN IN PLACE *GROUT WI714 92 ANCHOR BOLTS ENIBECO PREMIXED GROUT MFG SY BY GENERAL CONTRACTOR THE -MASTâ‚¬2 BUILDERS COÂ·" --1-- INSTN & FN-'~: -< LAI \ RIa RB.Tn pwrin REV ECN.I DATE 590 5 ENG'G #-01=24 Plasti-Line, Inc. //: t y KNOXVILLE, TN 37918 SCALâ‚¬ 4 11 ./AlleÂ¥ SE.|BEE. 6-48-84 C.ECKED BY REVISEC DATE 5 (URNEk W G-,0_5 CUSTOMER INSTALLATION FOR. le" A 3 6 7/8 13/9 SIGN TACO BELL TOLERANCE UNLESS NOTED PER DWG. A1O139 DRAWING NUMaER SHEET i.. 1 1 DEDL MATERIALS UNLESS NOTED PER DWG. BO17O3 TRASCO :. 4 r- REMOVE EYEeOLT AFTER IN5TALLATION Â¢ REPLACE N MACH. BOLT SUPPLIED Br SIGN SUPPLIER. NOTE: BEFORE INSTALLING MACH. BOLT, CAULK AROUND HOLE THEN INSTALL INSTALLATION PHOCEDURE BOLT TO PREVENT WATER SEEPAGE. f. DIG FOUNDATION AND GET CONDUIT AS INDICATED . 511/2 . 2. POUR FOUNDATION WITH ANCHOR BOLTS IN PLACE. 3. MAFfE CONNECTION TO ANCHOR BOLTS Â· 9 - 4. LEVEL MENU BOARD I . i. I 5. MAKE ELEC. CONNECTION. 3/43 -10 UNC -2 8 HEX NOT G. TEST SIGN LIGHT/NG, iNSTAL-L EAÂ·EE COVER 1. REMOVE LIFTING EYEÂ£00 ON SIGN (SEE NOTE ON FRONT ELEV.3. 8. TOUCH UP 80* AND COLUMN INITH SHERWIN WiLLIAMS 7- EXTER}OR MENUBMRD 4-325 PUTE (2 REQ'0,3 AM - LUSTRAL BRONZE- F-*5300 SUPPLIED BY SIGN 4 SUPPLIER , AND CLEAN FACES. Â¥4 LOCK WASHER 1 - h 3. CLEAN UP ALL EVIDENCE OF INSTALLATION INORK **IRK 6/ 944' PLT'D. *;8%41 1 / SECURE BASE covfe- 204' 95(22. PROVIDED MUST HOLD t 1/& f 44" DM COLD ROLLED SAR A. I. 5.1. C-/0/8 \ -2*KE WEATHERPROOP JU.BOX 24" 24- .64Â£ TUBE ~k--- (BY GENERAL CONTRACTOR) l 114 --- CUT LENGTH Â· - __--POSITION OFBABE COVER- L-~- OF SAR < ir- - 5 T.1-0-1 -- GRADE f Ati 11 1 3*4* Lt: 411111 EMBV I Uee :1 11 7 .Ir Il 4 0'- [ - lili Â»13 = A IM]>11 1 1 15 /2.(MAV) 11 11 ELEC. CONDUIT - * . ' IL=11 (EY GENERAL CONTRACTOR) 433\ tyÂ«-~ 5FECIAL NOTS: 45" ~ 34" D/A. ANCHOR BOLT I. INOTALLATION MUST CONFORM TO THE NATIONAL A REQ'a ) ELEC TRICAL CODE AND ANY OTHER, APPL.MABLE Â£0694. CODES. FOUNDATION BY ERECTOR ' ./0 CONCRETE .24 Co. YDS. EXCAVATfON .26 CU. YDS ~-18"D/8.- 5/GN NOMENCLATURE FRONT ELEVATION \ 61'44 x 54'4" SF/CP EXTERIOR MENUBOARD t. LAMPS t (43 GOT 1 2 H/o C. W. 2.BALL/?5 T (C) UNIVEaSAL *51-754 3. CONN. LOAD 2.30 AMPS - 1."CONDUIT , s wf-1 ANCHOR BOLT DETAIL 4. C/RCUIT5 (1) 15 AMP CIRCUIT \(BYGEN CONTRACTOR) 1 (FOR SPEAKER 504(_EÂ· HALF SIBE 5.5ERVICE SIGN SY HINGED FACE â‚¬, REMOVING FACE G. COLUMN . 2/Â£' K 2'/Â£ TUBE 7 344 WALL \l SYSTEM) - 9 OF FDN. 7. WIRING ACCESS i SLOTTED HOLE -7 COVER \ 4. DIA. ANCHOR 80LT 8. LIFTING WEIGHT Â·Â· 1-15 035. (APPROKIMATELY) (4 8EQ'D.) --OUTUNE OFBASECOVER /6Â·0/4 ~' 1,~ 4 B Â»r-1-- REFERENCE DRAWINGS 1 \ ta; FON -A 4194,11*54vs" SNIP EXTER}OR MENUBOARD Dwa *E-4363 d ~ ~~~ Q~223 ~ L- ELEC CONDUIT (314+J LIONT,h/4) (EY GEN.CONTRACTOR) 30 8 5. R -- --FDN. C 1--3 62G- L&'2ONDU/7- FOR 5PEAKER 5UÂ» ~~ A&E Plasti-line NBY GEN, CONTRACTOR) TOP VIEW OF FOUNDATION /7757DU Division of A&E Plast,k Pak KNOXVILLE TENNESSEE 37918 SCALE NOTED APPROVED BY D.... Br Bean LE55 BASE PLATE ~ GROUT lA'E 4-24-81 CHECKED BY 41 REVISED 524LE: 20=/LO" INSTALLATION 1 FOUNDATION FOR G 1 944' A 5478" S Fl CP EXTERIOR MENUBOARD JOB TACO BELL REV C-2214 RE' DESCRIPTION DATE IY ---Ii- . L. e'' 1 ' 0V02*14, 8Â«0014 06lf OF 1,9(10** ' ' - a. #QUAL - -2 -<4 WAVIAL 1 2 MC>Ukill NG 2Â£:>CE _~Tf - L ..2 4 ANCHOR (2332 --/ 2% - - E- 1 . e Â¥ A Â· 1 1 9 31>Â«1 - 2.7, -2- f 13 7 37 1/. -/fO~Â©1 071 ELECT-R\CAL EUEÂ£37 FEED CokiNEC~OU -l, --C- I <8 - 1 - 4 O 7- - 3 h WALL --~ L/NE i' hz _1 1. TACu ..IM-LL \ Â£ -LET ERS TO BE- LOCATED USIN G 7-AMPUT- PAM-rERN - REF. ONLY ~164 MA< SE. MoUNTED LJITHOOT LerrERS~ INSTALLATIOM: _ 1 REMOVE FACE FROM SIGkt BY REMou/NG FACE .SCAEWS. 2. LIFT SIGN INTO POS,1104 AND FIELb LOCATE MOUNTiNG HOLES IN BOTH -- SiGN AND WALL (4 PLACE.~). MAKE SURE ELE 0-RJCAL CONNECT-\ON REV. ECN # DATE WILL UNE-UP. (ELECTRACAL SUPPLY *S MouLD BE RUN 5Â¥ G,ENERAL CONV 50â€¢CroRCON NEVJ 801 LSINGS ~ Plasti Line, Inc. 3. MOUNT. 2:AGN USING 4. DAMETER ROCES CMIN') AND GU,TABLE ANCHORS. KNOXVILLE, TN 37918 â€¢ 4 SCALE__NONE APP'D BY 'P\JT-- j DR'N BY PWT - 4. REMOVE;. RACE\WAY COVEK, MATE El-Eer-RACAL CON,4 E-r-TION:L AUD TEST- 6\(6kh, - - - ------- DATE 7-25--8,5-- CH'K BY ~ 21 1Â£ _REPLACE RACE.WAY' CovER.- Aklt> SIG.4-FACE. 1 _. I. G.*CLEA14 dIGN FACE ANb INSTALLAT\ON AREA. -- =-- _ 14&~AU.Kric,4 FCSPL X * 3' BELL CUSTOMER .Ki q~ ' . ~-- 7Â»:do.i_SEUL 77 -- - - DRAWING NO SHEET -1__OF_ 1-_ 1 _ XED; Sâ‚¬4 . A <4 - \ tx, , Â¢ 1 0 1,2 Locto. 1 . t . TACO EELL CÂ· 8 l VE@@ I#Ilillo00 4 -TWICAL yJALL Mo,rrING (REE OALT') . USE Â¥*Â»10Â£ PATERN FOR MC>UNrINGâ€¢ HOLES AND EL-ECIRicAL- COWNECTION. 1 + L-1.-11~knll_..3 TY'IMCAL BUILDINe PROJECTION (REF. ONLY) 4 - INSTALLATION HALL 1. MARK HOLES ON WALL USING POUNCE PATTERN. DRILL HOLES ~ f di kIB. 1/1 AS REQUIRED FOR MOUNTING AND ELECTRICAL.(PEIMARY ELECTRICAL SHOULD 82 RON EY ELECTA-1 CAL CONT EACTOÂ© 1 2. DISASSEMeLE FACES MON LETTERS BY REMOVING FACE SCREWS CAREFULLY TAMIE OUT NEON AND QUAD HOUSING COVER ASSEMBLY.' 19.* MOUNT416 ear 3. MOUNT LETTERS USING SUITABLE BOCTS AND ANCHOES. AMD ANCAOR 4. CUT FLEXIBLE WEATHERPROOF CONDUIT INTO LENGTH SUHABLE TO REACH PROM L.ETTER TO LETTER. INSTALL WEATHERPROOF . 1 NEON -- CONNECTORS ON EACH END . 1 1 4.14 5. INSTALL COUPLING, REDUCER AND "Â¥"ADAPTER ON CONDUIT NIPPLE PROTRUDING THROUGH LETTER BACkS. SEE SHT 5 D ED,J ,876 4.4 \ 6. STARTING WITH LETTER'TL FEED GI.O. CABLES THRU BOTH C, ECN,84Â£ 1.1.9, i ~ --QUAD NOUSING HOLES IN QUAD NOUSING AND NIPPLE ASSEMBIrI A aw ,-n, 0-1- PULL NECESSARY LENGâ„¢ OF- WIRE FROM 014& i it,Â·. i . 1 8 Ec .1 V.'Sa . â€¢-4,4~ SIDE 10 REACW -TRANSPORMER, PULL NECESSARY ~ 1..-1 1-10%4 1 RIC,_,Cl. 1 . A .}. O 4 ' 1 -' L : ELECTRULAL LENG- OP WIRE PROM OTHER SIDE TO GO THCU - REV. Eâ‚¬N â€¢ 08 CONAECTION (jE E FLEXIBLE CON DUIT, PASS 1HRU NIPPLE ASSEM- - PooucE PATEcua BLY AND EXTEND EGYOND QUAD NOUSING FE>R. LOCATION) Plasti Line, Inc. ; ..:.. U=-Fa _ IN NEXT LETTER . CUT AND STRIP G.T.O. CABLE KNOXVILLE. TN 37918 . 9 & ..i t AND ATTAG 10 SCREW -TERMINALS.SEE WT 2 ' SCALE NONE. APP'D BY DR'N BY FNM~ 'T. PEED 'Jo CABLE -THRU FLEXIBLE CONDUIT TOTRANSR:)264- DATE 7-30-85 CH'K BY ER BOE/OR NEXT LETTE51 AND ATTACW CONDUIT TO"Y' I. 4' TYPICAL MoukIT-1 Ng ADAPTER 5-[RIP GTO WIRE AND ATTACM TO SCE.TERMINAL. IE " NEON LETT ER INST-ALLATION , . r 7 PROCEED TO NEXT LETTER AND REPEAT PROCET,S UNTIL _ - CUSTOMER 1 1 WIRING 15 COMPLETE BACK TO -[RANSFORMER SECONDARY. TACO EE L. L 8. REINSTALL NEON QUAD HOUSING,-COVER ASSEVIBLIE$ AND -TEST LIGHT. (POWER REQUIREMENTS ITOV, 4.OA MAX ) DRAWING NO ' /5070 9, INSTALL FACES. CLEAN LETTERS AND AREA AS EEQUUZED. SHEET / OF 5 /01855- 01 6,1 1 : t t~ W Al.l, VARI** E.LECT-BLAL CON NECTIONâ‚¬ PLEXI BLE CONDUIT /4' ' TRANSFORM\ER - TRANSFORMER GTO W\RE -~ -% ~*j) (INSiDE <4 \\ 1\ ELECTRICAL ELECTR.,cAL" Y* CONNECTORS_D 1 CONDUITD c NIPPLE ASSEMBLY>\\ 43>-- Ukk ./.0-- _.___ILIb-%AZ-1 --91- ---- t>Ee SUT s W -" - F 7 c- W A .' EJ' A O 8 L L TY'PICAL INST-ALLATION, BUILDINGS MAr VARY (3-TO CAtle ~~ NON-METALLIC A ~l---tri %12Â£EW iIi : ELECTR,CAL CONBUIT- -TERMINAL 2'X 3' BELL SlGN *-... --1 11| / (BLEX IBLE) BY SIGN -O- IN 5-TA U-E-R IT (iF USED). REF ONLY 24 TRAMS'FORMER. HOUSING L.. - 93309 o 1 0 3 -1 1 4 I I 66â‚¬ CAAECT 1 \ TYPICAL QUAD NOUSING * ----6- -- REV. ECN # DATE 3 TK,C) BELL 16" -h fl --TE-----. , NEON LETTERS -- sims Plasti Line, Inc. KNOXVILLE, TN 37918 SCALE NONE APP'D BY DR'N BY CWT~ DATE 7-30-85 CH'K BY ~-~ 1-_*,-Jr....f / C .0, " 6=.1 --1, 4.- 0 1==1-ZZ d NEON LETTER INSTAll-rrIOW CUSTOMER TACO BELL DRAWING NO SHEET 2 OF 3 Ec> 1 SEE- i I' , p-~8 FLG>(. WATERPROOF INIPPLE W/L.N. ~ CONDU IT f CONNI / 3/4.% 21/2 < ( EXISTING ) 1/ SWIVEL COUPLING / 3/41 APPLETON EC--75 . 12 - -r -1 \/ 2 LJ J -77- \ TACO BELL IS" NEON \ /Xil lETTER / KNOCK-Oul REDUCER 3/4,1- 71.1, GF=COR 621 L Y-ADAPTEE '/2 " REAA ALE 566 $ Flâ‚¬ 67 / HUBBELL 4 5- 502 REV. ECN # DATE Plasti Line, Inc. KNOXVILLE, TN 37918 TYPICAL LETTER DETAIL _ SCALE NONS APP'D BY DR'N BY U.DIAL NIPPLE ASSEM ELY DATE 1 - 150-86 CH'K BY IS" Ne-ON LETTER INSTALLA-TION CUSTOMER TACO BELL TOLERANCE UNLESS NOTED PER DWG. A10139 DRAWING NO MATERIAL UNLESS NOTED PER DWG. B01703 SHEET 3 oF 3 BOISS5 a.70 Vic 1 .1 APPLICATION FOR SIGN PERMIT CHAPTER 17.660FTHEMUNICIPALC0DE N? 1944 TOWN OF ESTES PARK VALUATION 4 So Â·60 SIGN CODE PE E 0 22.70 Building Department DATE -10- 3,19%* SIGN â‚¬ 3-1 2' 6 7-Ke=rae 4 SPECIFICATIONS ADDRESS AU E SIGN DIMENSIONS 22 9 A .262 , dk 82' LEGAL p' R. 7-RA<re 3 LOCATION 6 o t.,ly f-Â¥ 1,4,1 2 DESCRIPTION 27309,4/ #6 Â¥ .4WJ ,+ t t.\1 SIGN SKETCH OWNER <th R.,4 *~b..0 /Â¥IAA=hal' S.4â€¢. '.1 kiEf,4 ADDRESS 5 3.-1 -R, G +He-BjeJ PHONE S 8 4 -9 4 3 6 LESSEE SAY-TE ADDRESS PHONE SIGN COMPANY /94 Â¢ e /V ADDRESS 2- 72.6 7 /4 ,/cvvAN Fed ecii.n, PHONE 9 94 -3 437 FIRE ZON E 1,2,3 USE ZONE Cl, C2, R, Rl, R2, R3, Il LAYOUT OF SIGN LOCATION SIGN CLASS /.. ,>t///VJÂ¢ vÂ·/ 1 /6 4.J 1.- 3 t.Â·,91Â£ A-{Ct r,641 CLASS OF WORK NEW /' ALTERATION ATTACH CLEARLY LEGIBLE IDENTIFICATION PLATE NOT EXCEEDING 15 SQUARE INCHES IN AREA TO SIGN, Al L--7 i STATING THE NAME OF THE PERSON, FIRM, OR COR- PORATION RESPONSIBLE FOR ITS CONSTRUCTION AND ERECTION, WITH INSTALLATION DATE AND PERMIT NUMBER THEREON. ELECTRICAL SIGNS SHALL BE MARKED WITH INPUT AMPHERES AT FULL LOAD INPUT. I hereby acknowledge that I have read this application and state that the above is correct and agree to comply with all City Ordinances and State Laws, regulating building construction and zoning. Permittpp By Approved Building Inspector The Building Department will make every effort to prevent errors in your application and permit, but cannot be responsible for your failure to comply with all Building, Zoning and other applicable ordinances. 2.70 APPLICATION Foh 0 i u Al PERMIT r CHAPTER 17.66 OF THE MUNICIPAL CODE TOWN OF ESTES PARK VALUATION SIGN CODE FEE 01*78 Building Department DATE 3--97 r -1 2,1-*Al'scr-v--A u C- SPECIFICATIONS SIGN 5--3 ADDRESS SIGN DIMENSIONS 19 " X 20 LEGAL 3 Uneu G<c LeÂ·14Â·Â«;- LOCATION 61 N A re h e-cf j t} Init e uu DESCRIPTION 3;wft,46 I--IM vt,44,04, L SIGN SKETCH OWNER gfrrl 5 + 7014 ~ Ap,%b-7..11 Ou 4 1 w//b-to . 1.4, 2 -+ 6 1 4448$ ADDRESS z~-~ /9,0 77> ' DRIVE PHONE - - 4,0- 527 LESSEE pri,ci,--e_ ADDRESS <-- >C>Lt. - PHONE TH-11 U SIGN COMPANY 9 r ADDRESS 2--2=09 A-,ru-k"i fF+Cot(it,~5 PHONE 4-94- - 9 cr-/ FIRE ZONE 1,2.3 HOPEN - f USE ZONE (1, (2, R, Rl, R2, 43, Il . â‚¬~GLA#*.71.*B.#042111*-.5-MON ~ frj~ i OU K 1 04 SIGN CLASS / - A.//A, ./2 P,/ - 1 - JB,Splsâ€¢.4.lk--Eâ€¢-*-+- (GOSPEActel a.'66~ CLASS OF WORK NEW ~ ALTERATION Â¢Â«REF U TAT / 0101 N ATTACH CLEARLY LEGIBLE IDENTIFICATION PLATE NOT EXCEEDING 15 SQUARE INCHES IN AREA TO SIGN, C S AT ts -773 k- C STATING THE NAME OF THE PERSON, FIRM, OR COR- - PORATION RESPONSIBLE FOR ITS CONSTRUCTION AND u ERECTION, WITH INSTALLATION DATE AND PERMIT NUMBER THEREON. ELECTRICAL SIGNS SHALL BE MARKED WITH INPUT AMPHERES AT FULL LOAD INPUT. I hereby acknowledge that I have re,dthis appITGR~n and state that the above is corre0~*gri31*4e to cpfrIPW,wit,/all ci* 0,101 es and State Laws, regwlrting bugoi.ptg cor01rw,f,on / 1% Uff PermiT p By Approved Building Inspector ~ The Building Department will make every effort to prevent errors In your application and permit, but cannot be responsible for your failure to comply with all Building, Zoning and other applicable ordinances. I .1.j---Mete I 14 .- '....,Â¥. ilt 2 / : f-9:4/E.%-4MFU"RI 'P/"5/' S. 11. ob TOWN OF ESTES PARK Building Department '10 6729 4.- U ~ 5,900,; -Â»'~i~~ ay. BUILDING PERMIT Date BUILDING ADDRESS 53-1 8,0 1Wnâ€ž<Jsor, ANE ( 51,) Legal Description L J r 2 1 77'.,J LAy ~LLA-04 3 9 00 . rjo /â‚¬ 0 /4 4.' 1/ 4 (f~ Valudon Building Permit 2 60.9 4 PID 35 24 9 7 7 1- & Plan Review NAME p A .', " 1.1 L r.3 Other <' r: 1-" 1,Â¢ 9 -71. S- E . /Â·/ wm PUN Av k = 3 1 0 Certificate of Occupancy MAILING ADDRESS A ANuâ€ž1 6 90 79/ 9 03 -Â· 7*E-- 055-5 Total 116.Of PHONE NUMBER NAME Ric M v /41 4 ; te, 9 1 A.-FA ry no C 1-3 913 S , 27Â» Av-, /1,1 6/v?Â·A 6 9 02 j â‚¬ ADDRESS E R PHONE NUMBER 30 3 - 92 (-099 6- 0 4-3 TOWN LICENSE NO. ArÂ®/Designer/-Engineer E c NAME 0 L N Name /) E T ADDRESS Mor Ky #11 7-N Fit K 6 Ct E ,7,/79 -Il., C C. R. Address TOWN LICENSE NO. Phone Number PC NAME LO ZONING INFORMATION UN MT ADDRESS B. FL Zoning District Co BUREAU OF THE CENSUS ITEM # 937 TOWN LICENSE NO. - Front Yard Setback Type of Construction I FR, 11 FR, Il 1-Hr., Side Yard Setback Il N, Ill 1-Hr., 111 N, IV HT, V 1-Hr., i V-Nj Occupancy Group L Av B, E, F, H, 1, M, R, S, U Rear Yard Setback Division 1, 2, 2.1, '3> 4,5,6,7 FLOOD PLAIN CHECK CLASS OF WORK Approved 4** Disapproved New Demolish Comments Flood Zone: . Â« X Alteration o Repair Addition Remove . , ~\ Use of Building )440 b Jt,'4/4 â‚¬ < '0,~ 7 Â¥ C"0~,8410 By __ Date 7 -20-2,â‚¬ 1 I hereby acknowledge that I have read this application and state that ~ Floor Area Basement 1st 2nd Garage the above is correct and agree to comply with all Town Ordinances and / State Laws, regulatirp buildi,im gonstruction alld zoning. / Size of Building Height Â· / \ h.<5 Maximum Occupancy Number of Families Permitt \ ~ Number of Baths 16 -il Full Size of Lots 4 7 67' D By N1 Number of Buildings -- - k./ I . Number of Floors No. Bedrooms Now on Lot 7-30-zit- Building Inspector Use of Buildings ~. Now on Lot /f< S 1-,..11/ R,Â¥,AF- BY The Building Depaltment will make every effort to prevent errors in Certificate of Occupancy Number your application and permit, but cannot be responsible for your failure to comply with all Building, Zoning and other applicable codes. WHITE/YELLOW - BUILDING DEPARTMENT PINK - CUSTOMER or-cm mmzâ‚¬o "mF- ler _ .. .. - - .-2 ----Mf.,r,M'-1- -1 !0Â¥-V.-4,1,*,h",1.*F.d .,45:, r 3 &4... TOWN OF ESTES PARK PAID 11$10~ Building Department Â£11-74 . 1.?Af"I>~. 4 70 3949 '4-3, AL -1Â·%89#Â·try,2 X Â»*. JUL 1 6 '86 _ 4- 17 -1 1 d Valuation $ =-1 I TOWN OF 65 5,06 ,-3 2 BUILDING PERMIT ESTES PARK Fee ' 'fr '50 4.1 74' 0*/t-Â¥/f De o a43al--N /6 )9 K<Z 1 ) SPECIFICATIONS UZ 6 37 kj) CA h/*,977 aint?:r) *1*F Foundation 7 /4, /4.1 /Â«Ezz) Material Exterior Piers Foundation Wall Legal Description - / , w i v r . f >-,Â· 0, 434B,02..a X XX Footing 41 i Depth In Ground Material Size Spacing Span Plate (Sill) Girders NAME 1--1-.f-Â» vt .re. f /fÂ·'01/*27<71.,4.3 T~bi=;''r.... . 4.,-- , .Â·' Joist - 1st Fl. Address *3 P B L.PX, 23 5 43 '17 '23 Joist - 2nd Fl. /7 NAME Joist - Ceiling /3-713 FFID Exterior Studs 7*yA Address j.--) ZIP ~3 CS'X go O C> A-/ Interior Studs NAME 1-'/ ' ' Roof Rafters * Address 0 o State Lic. No. Town Lic. No. Bearing Walls Covering Exterior Wall Roof NAME ~-' /07# : 737" Interior Wall~ Reroofing 2 f Address JO Exterior Sheathing Roof Sheathing i O State Lic. No. Town Lic. No. Vents and Flues Insulation Type of Construction I FR, 11 FR, Il 1-Hr., / Zoning Information 11 N, Ill 1-Hr., 111 N, IV HT, 'V Front Yard Setback ./2---4.*32,%7 -Tzr Occupancy Group ;A,3 B, E, H, 1, R, M, 71 19-02 Division 1, 2, 2,1, 0 3, '4, 5 Â· Side Yard Setback ; L.- Rear Yard Setback -Â«772 ~ 72'- .4:2/ r,1 FIRE ZONE 1, 2, 3, Flood Plain Check USE ZONE Cl, lik Rl, R2, R, P.U.D. Approved Disapproved CLASS OF WORK Comments / New ~/ Demolish .9/ fi By Date Alteration Repair Addition Remove I hereby acknowledge that I have read this application and state that the above is correct and agree to comply with all Town Ordinances Use of Building /6...,â‚¬Kf---Â·19:e, BO. 4.*,r/ and State Laws, regulating building construction ,nd zoning. , i I Permittee ,6,1+JOL,4, r .Arâ€¢Â¢ Art'Â·u.q. 3 (91.eÂ© r. p-r.-1- Ltd . Size of Building Floor Area -2334Â·49 Haght j Ut- - No. of Rooms No. Families No. of Baths Size of Lots No. of Buildings huilding tnspector No. of Floors Now on Lot 2- : By Use of Buildings j Now on Lot RYUP-)1â€ž-R ==%12_914 13 The Building Department will make every effort to prevent errors Certificate of Occupancy in your application and permit, but cannot be responsible for your failure to comply with all Building, Zoning and other applicable ordinances. Elec. Builder Owner - .... 71 4 4441,5 TOWN OF ESTES PARK BUILDING DEPARTMENT 4254Â¢f/'/6# 0-5 11'h,*t. r 44'12 1 ~ei ''bt >-34 6':4 / -- -e 4 -r - C Estes Park, Colorado 80517 1 -N -UN Ng 1060 NO. CERTIFICATE OF OCCUPANCY This is to certify that the TACO BELL RESTAURANT OWNER: Starile,7 Commercial Develonment, Ltd - ERECTED ON Lot No. POT Lot 3 Block No. Addition Stanley Street 537 Bia Thompson Avenue Mailing Address r. O. BOX 3350 Architect Thorp & Associates Contractor Estes Park Project Const. Building Permit No. 3949 Zoning O-0 Occ. Gr. A- 3 has been inspected and the following occupancy thereof is hereby authorized: MaXimum Allowable Floor Loads, Lbs. Occupancies Per Sq. Ft. Basement A- 3 1st Floor 2nd Floor Roof November 10, 1986 Date -4*#-- Building Inspector P. O. Box 1200 Telephone (303) 586-5331 b ' A NO. LOCAnON MANUFACTURER/ITEM NUMBER FIXTURE TYPE/BALLAST (QTY) LAMP MOUNTING VOLT WATT REMARKS 1. ALL FIXTURES TO BE SUPPLIED BY OWNER WITH LAMPS AND INSTALLED BY CONTRACTOR. A KITCHEN GENLYTE UGHTOUER #XT2GVA34[ 120[MP 2'x4' TROFFER - 3-LAMP (3)-F32T8/SP41 RECESSED] 120 108 ACRYUC PRISMAnC LENS, SEE NOTE #1 ay A ..1 1. Inn . r.'n Ark/,Tr,Arâ€¢-rn. TA unor Akin -AL,kir-AT TA On'.CO , '7'CJ 1171 CL 0â‚¬ Ull,â€¢ , Vfvltv, : â€¢ Ct 4 -1 Ill 1 5 6 â‚¬ 2 C 3 0 1 C imc lq-J -rno < * 0 1K 7 U )Dil ONS ./CONST 1â‚¬4â€¢- PPIP** R ' v.2 ,~ 4. Â· ..- 1 r 1,4~111 \ \ 1 \ HAI).1 AND ASSOCIAES~' 1 CONSULTIIG ENGIEEIAY ' ' 1 ---'.:.-ri $=*.&....'.# il 11 -Wa-=22---.--iff 1825 Lowrence Street Suite 200 ---- -- - i Denver, Colorado 80202 303 293 3800 . rÂ¥ $ f , . HADJI JOB NO. 99133 D,114 ers Lre/KLM 6â‚¬OKED BYÂ· 1<LM BUILDING TYPE Â· KT ~p CONVERSION PROJECT: TACO BELL/KFC ESTES PARK, COLORAI t' DATE: - 12-1-qq 12 4 - SHEET NUMBER E3 LIGHTING FLOOR PLAN 1/4" = 1'-0" --111 9014.In Clin-1// x0,2 â‚¬*99-â‚¬LL ~EGOA~Â·~ ~ AÂ¥ NOSdIWOM-I- 91 C ; .ir-~f .. .. 1. . .... I ... .. 0. . .. ..0 ... 0 . C I . - 1 00 1 ., , . 1 :.. 0 - .*ad e 0 0. 4 .. 1 . . D . I - .. . . 1 0 .. . *91, . . 0 - 0- : ... 2 0 - - : 1: 6 44 0 - . 0 i . 0 .. . 0 - 01 ... V 0. 0. 0 - . 1 -% ..b .. ...4 . 2 4 9- 1 f - -DOD--Â· V 1 0 . ... 0 -1 - 0 I .. , A - I 0. I I .1 .., .... . 0 . 1 j lili'1111 0 D .0 - 1 : . lilli - 2 11 - .D. . 1 j|||mul 0.0 . .. . 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' Ir Â· . -1 W O I M *743 -r- j -0--:,>.vtÂ·/r*YTY n 111 LD _1 Â¥42 ,â€¢ a.+ b > we 0 1 i 7\ .hy, 7 00 - Â·<4 11 -6 // . n[ 0 25- - I / ./. afl-M ./ f , DISH , J 1 7 K-r s# 0-yoff //j,ifi<trz<54~'129- - / .f, Y\ 7 ' O 111 .. 451' ~.6 L 1 1 Â¥ r., ,] 1 - 4 0 47 21 w Lf 4 E 3 1 V . Ul k 0 3 ill 4 2 ty :, 11 .' t 1 1 'K. â€¢ 4 I ed . .4 (E) RTU-1 REVISIONS 7.5 TON Â· $ 0 9 Â®Â® 11 ~ 12/1/99 PERMIT/CONST. l 1 ':* 1 t- /: ti- . :I . I r , AC> I N , I I , 11 k 1 / , 1,2' IMMNII / . .4 ' 1. 1 ti,k i161 ii INC. F 11 1/,4-ph .4-Â»-99-Â· --0 HAI)1 A,ID ASS)(lATES~' CONSULâ„¢G EIGUEER~ rl / I :, i~ ~7 4 : 1* * / 1/' 1 / 4/ L 1 1 0 4*13~L71~~<~c ,' -- ----/ T---Al 11/ 1413 F 1 4 4 1825 Lawrence Street Suite 200 ,- 7 1 Denver, Colorodo 80202 303 293 3800 t, 7..K F. ! ....... -- ' ..__------ --4 HADJI JOB NO. 99133 _ " I. V 1. ALL EQUIPMENT SHOWN ON ROOF TO BE CONFIRMED. . . ~~01Â· --- 4 1/ DRAWN BY: LWS/KLM 2. NO CONDUIT SHALL BE FASTENED DIRECTLY TO AND THROUGH ROOFING t. I :i . 4-#>-~. MEMBRANE. CHECKED BY: KLM ALL CUTS IN ROOFING MEMBRANE SHALL BE MINIMAL AND IN ACCORDANCE WITH . ROOFING MANUFACTURERS AND INSTALLERS REQUIREMENTS. - A ik-~ I/ff /-+ i.~ 104''Pli/ BUILDING TYPE KT 4. SEE SHEET M2 FOR MECHANICAL ELECTRICAL REQUIREMENTS. ~ VERIFY DISCONNECT SWITCH, STARTER SIZE AND FUSE SIZES WITH SELECTED EQUIPMENT 5. ALL EXPOSED ELECTRICAL CONDUITS SHALL PENETRATE ROOF MEMBRANE AT MANUFACTURER PRIOR TO PLACING ORDER. ALL DEVICES SHALL HAVE WEATHERPROOF PIPE H000S-SEE 0ETAIL 5/A2 UNLESS N0TED 0THERWISE. ENCL0SURE AND SHALL BE M0UNTED 0N A 2 1/2" UNISTRUT FRAME ASSEMBLY WERE .. CONVERSION 6. REFERENCE SHEET E-2 FOR "ELECTRICAL EQUIPMENT SCHEDULE" AND ~ CONSTRUCTION OF DEVICES ARE NOT ALLOWED TO BE MOUNTED IN THE UNITS. PROJECT: ROUGH-IN PLAN. ~ EXISTING J-BOX FOR EXISTING EXTERIOR SIGN. SIGN SUBCONTRACTOR SHALL FIELD VERIFY TACO BELL/KFC 7. -------- BELOW ROOF/IN WALL/CONCEALED LOCATION OF J-BOXES AND CIRCUIT CAPACHY BEFORE STARTING WORK. IF NOT ENOUGH .., ESTES PARK, COLORADO 8. ABOVE ROOF/EXPOSED POWER FOR NEW SIGNS, SIGN SUBCONTRACTOR SHALL NOTIFY GENERAL CONTRACTOR AND '6 t. MAKE ARRANGEMENTS FOR MORE POWER, DATE: 12-1-99 1/4"=1'-0" ; SWEET NUMBER 24 GENERAL NOTES KEY NOTES ELECTRICAL ROOF PLAN 1-'.111 84 6316 itects t,99 â‚¬LL 6 mi 9 ' TOP OF SLAB -- SCHEDULE 80 P.V.C. 1 Â¥ 2 ~ . - # - . 4*' ~2*4-SLAB ..Â·-- SAND [114/, tz=!228822322%2332~--- GRAVEL SCHEDULE -- EARTH PAD 40 P.V.C. ~f,Li, : 2.5. UNDER SLAB CONDUIT DETAIL 4 X 0 0 32 U ir) U Ili 7 U J 5 41 EEC LO< 310 IEC C 0 - U"DC 19-J - {n O ->-0 ENLARGED .COMMUNICATION P UK -'IU 7 1-1 -U, U DDU IONS T/CONST. ~ RJ-11 TELEPHONE JACK FOR VOICE LINE @ 12" A.F.F. = ' CID RJ-11 TELEPHONE JACK FOR COMPUTER LINE. , .F <33 RJ-11 TELEPHONE JACK FOR EMS ABOVE CEILING. * -El HOLD-UP BUTTON PANIC LOCATION - . 4, CiD 4"x4" J-BOX W/ COVER W/ 1/2" CONDUIT TO ABOVE CEILING FOR ~ \ I. Â® MUSIC SYSTEM SPEAKERS MUSIC SYSTEM. RECEIVER, AMP & SPEAKERS SUPPLIED BY OWNER, INSTALLED BY CONTRACTOR. < * + F ~ SECURITY STROBE ~ SPEAKER WIRING SUPPLIED & INSTALLED BY G.C. FROM SPEAKERS (CLG. MOUNTED) l 102/- 11-11 &~111 IN DINING ROOM TO AMP IN OFFICE '~ : Â® SMOKE DETECTOR ~ NOT USED t 1 . I ~ SECURITY SYSTEM CONTROL PANEL. , \ .. , i HAD. AND ASSONIESV * CONSLUNG ENGIBEER1 9 4"*4" J-BOX W/ COVER &1Â» CONDUIT TO ABOVE CEILING FOR SECURITY SYSTEM . 1825 Lowrence Street Suite 200 (PROVIDE PULL STRING) Denver, Colorado 80202 303 293 3800 4 LEGEND ~ 2"x4" J-BOX W/ COVER PER SHEET Kl W/ 1/2' CONDUIT TO ABOVE CEILING FOR SERVICE DOOR ALARM. RELOCATE EXISTING. EXTEND CABLE AND CONDUIT IF ~, . HADJI JOB NO. 99133 DRAWN BY: LWS/KL EXISTING. FIELD VERIFY EXISTING LOCATION. . * CHECKED Br: KLM ~ 4.x4" J--BOX W# COVER PER SHEET Kl W/ 3/4" CONDUIT TO TERMINATE @ 4"x4" J-BOX ABOVE CEILING IN SERVICE AREA FOR SECURITY SYSTEM. (PROVIDE PULL BUILDING TYPE 1. G.C. SHALL SUPPLY dc INSTALL CONDUIT FOR OWNER SUPPLIED & INSTALLED CABLING STRING) RELOCATE EXISTING. EXTEND CABLE AND CONDUIT IF EXISTING. & LOW VOLTAGE WIRING (U.O.N.). TELEPHONE & MUSIC SYSTEM WIRING SHALL BE KT FIELD VERIFY EXISTING LOCATION. SUPPLIED & INSTALLED BY G.C. ~ 4'44" J-BOX W/ COVER PER SHEET Kl W/ (1) 3/4" & (1) 1/2" CONDUIT TO 4"x4" J-BOX ABOVE CEILING FOR SECURITY SYSTEM CONTROL PANEL. (PROVIDE PULL CONVERSION 2. SEE SHEETS El & E2 FOR ELECTRICAL INFORMATION ON POS, (OFFICE) COMPUTER. STRING) RELOCATE EXISTING. EXTEND CABLE AND CONDUIT IF EXISTING. FIELD VERIFY EXISTING LOCATION. ,>- PROJECT: 3. THIS PLAN INCLUDES CONDUITS AND JUNCTION BOXES FOR POS, SECURITY SYSTEMS, 433 4"xâ‚¬ J-BOX W/ COVER ABOVE CEILING IN SERVICE AREA W/ 1 " CONDUIT TO 4"*4 ...,1,1 CCIV SYSTEM, OFFICE COMPUTER, TELEPHONE SYSTEM, MUSIC SYSTEM, D/T TIMER, J-BOX ABOVE CEILING @ CONTROL PANEL. (PROVIDE PULL STRING) 4 AND D/T COMMUNICATIONS SYSTEM. TACO BELL/KFC 4. 1 ESTES PARK, COLORAI ~ 1/2" CONDUIT FROM 40'*4" J-BOX ABOVE CEILING Â© CONTROL PANEL FOR HOLD- , 4. FOR INFORMATION ON EQUIPMENT NUMBERS 1004 THRU 1007 SEE DWG E-2. UP BUTTONS TO INSIDE COOLER ON HINGE SIDE OF DOOR, TERMINATE PER SHEET Kl & DOWN CHASE OF PREP LINE TERMINATE PER SHEET K4 (PROVIDE PULL STRING) DATE, PROVIDE INDICATED EQUIPMENT IF EXISTING IN EXISTING OFFICE. CONTRACTOR SHALL ..â€¢c: . 12-1-qq RELOCATE ALL TELEPHONE, POWER, EMS, SECURITY AND MUSIC SYSTEM TO NEW ~ 2'44" J-BOX PER SHEET Kl W/ 1/2" CONDUIT TO 4"x4" J-BOX ABOVE CEILING O OFFICE. THIS MAY REQUIRE RUNNING NEW CABLE OR EXTENDING EXISTING. CONTROL PANEL FOR SECURITY SYSTEM HOLD-UP BUTTON. (PROVIDE PULL STRING) 16x RJ31 X TELEPHONE JACK ABOVE CEILING FOR SECURIIY SYSTEM. (NEXT TO 4"X4" SHEET NUMBER J-BOX ABOVE CEILING O CONTROL PANEL). CONNECT TO TELEPHONE VOICE LINE. EB GENERAL NOTES KEY NOTES COMMUNICATION PLAN SCALE: 1/4" = 1'- 0" 29'im -At 1%2 1 AV NOed 0 0 li el 0 11 4 1 0 4 . 1 1 1 . . 1 -. 1 04 6 . A - -b ..... % . . N..9 , ... 4 1 1=1 4. 3 I 1 111 , , . , ./. 0 1 Ill . 4 I .1 0/4 0 0 - e . . . - 4, I A-. /:m. 3 2 02.1 l.1 4 I IF. 1 1 + 1 . . . .. . Pe y 1 01 , 1 1 e A 0 0 10 0 4 A 0 - ... . 0 0 . ..0 1 0. A ffÂ» 44 . 0 ./1 - 0 1.4 A & CÂ·,9 . , /5~f| ~ ld& 41 4,0,4 93.t :.. 1 l 1 l t, n~LL OCL I IUM 43 4Â· *:6 e 4 3 PB ISLAND SINK PIPING DETAIL NTS 5 PVC SYRUP CHASE NTS 3 fa,1 w . 9 i.9 0 r,T"2 *Ak* - . , 0. 0 1 A 11 0 ... 0 . .. .0 0 . - ... , . 0 D . 0. 11 0 0 0 ... 0 ... ... 0 ... . . - .0 44 ..... 0 .4 00 . 4 CID 9 4 . . I . 1, . 4. I. I â‚¬Â» . 4 0,1 I . 0 .. e 41> VÂ¥ r'., ; C; r+ 1 - 1. r 9% t V. 4 - Â® 1 . I . 01 . . 0. 11 1 0. . 1 . A 81 0. 11 0 1 0 0 to D Â£"1 2 II 0 -01 11 W 3 : 1 : .... 0 0 0. 0 ..0 . .4 0. . . .. 0 4 0.0 .1 0,0 0 4 . I 0. 0 1 0,0 0 - 0 1, 01 1 - 0. 1 D ': .1 1 I O. O 0 . D - 0. 4 00.1 A - - - .,1 0 , . 01 .. , .. 0. 0 1-1 - 1 0 . A' ..- -- 1 . : 0. . D ..1 --- -- A I 1 .. .: 0 . 0 0.1 , 1- A . .. 0. 0: I ....0 ....1 .0 . , 1 ... 0 - A .. . 0 0 0 .: . .. .1: ... 0 : 1 . .. .. . . 0 .0 .1: 0 I ... ' AA - 111= I I. 111 0:0 1 . 0 . 0-. : A . 44%1 7. 49 ... . I .0 .. : D .0 : 1. 0 A 0 - 0 ....... : 0 - .. A 0. . I . .0 0 - 0. - ... . 0 0 - . I ., 0 0 - ..0. 0 0 . 0 .0 . .. r 0 - . . .0 : . 0 0 1. 1 ... 1 1 V.. I 0 e 11.4 ' 1 I . I .. . . . a. - . . -. D .. . 1 .. ..a .. U 41 . , ./1 -r../c- 170/908 0 (RE- F-9 . -- - - (Al,1 88 ===1 :me ,/Lue 7 Â»IST. 4 ' 11 1, li1./. ~ INC. KITCHEN (KTE) EQUIPMENT LIGHTING (LTG)W/ MISC POWER AIR COND W/ TOTAL 1. ALL WORK SHALL BE DONE IN COMPLIANCE WITH THE, DRAWINGS, AND LATEST 5. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR VERIFICADON OF EXISTING JOB HADJ AND ASSOCIATE~ DESIGNATION LCL VA VA LCL VA VA REVISIONS OF ALL NATIONAL CODES SUCH AS THE N.E.C., N.F.P.A., AND ALL CONDITIONS PRIOR TO BID. NO ADDITIONAL COSTS SHALL BE AWARDED TO THE CONSULnNG ENGIEER~ ~3. APPLICABLE LOCAL CODES AND ORDINANCES. SUCCESSFUL CONTRACTOR OR HIS SUBCONTRACTORS, AFTER BIDS HAVE BEEN SUBMITTED 1825 Lawrence Street Suite 200 Z J ~ fun PANEL A 16,027 (KE) - 32,172 48,199 AND CONTRACTS AWARDED, FOR FAILURE TO VERIFY EXISTING JOB CONDInONS. GENERAL NOTES Denver, Colorado 80202 303 293 3800 PANEL B 15,517 (KE&[TG) 4,660 - 20,177 DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND CONTRACT DOCUMENTS SHALL 1. ELECTRICAL SERVICE SHALL BE _1009 AMP, 120/208V, 30, 4W. 2. ELECTRICAL CONTRACTOR SHALL VISIT SITE AND EXAMINE DRAWINGS OF OTHER BE BROUGHT TO THE ENGINEER'S ATTENTION FOR ALTERNATIVE METHODS OF HADJI JOB NO. 99133 l :A' PANEL C 29,300 (ICE) 8,580 - 37,880 TRADES ON THIS PROJECT, PARLCULARLY DEMOLITION, ARCHITECTURAL AND INSTALLATION THREE (3) DAYS MINIMUM PRIOR TO BIDDING THIS JOB TO ALLOW FOR 2. CONTRACTOR SHALL CONTACT UTILITY CO. FOR UNDERGROUND SERVICE AND lib 1 .,1 MECHANICAL, TO DETERMINE ANY ADDITIONAL WORK THAT MAY BE REQUIRED FOR A ISSUANCE OF CLARIFICATIONS. TRANSFORMER REQUIREMENTS AND SHALL INCLUDE ALL WORK IN BID. PANEL D 5,382 (KTE) - 1,260 6,642 DRAWN SY UNS/KLM if - COMPLETE AND OPERATIONAL ELECTRICAL INSTALLATION AND SHALL INCLUDE AN CHECKED BY, KLM ALLOWANCE FOR THIS WORK IN HIS BID. 6. PREPARE AND MAINTAIN AT JOB SITE ACCURATE UPDATED 'AS-BUILT" DRAWINGS 3. CONTRACTOR SHALL VERIFY FAULT CURRENT WITH UTILITY CO. AND PROVIDE PROTECTION OF PANELS AS REQUIRED. I-LINE - 43,180 - 43,180 OF ALL MODIFIED WORK IN THIS CONTRACT. AT CONCLUSION OF WORK, SUBMIT ~ BUILDING TYPE P 3. ELECTRICAL ITEMS AFFECTED BY REMODEL WORK ARE SHOWN ON DRAWINGS ALONG ORIGINAL OR ADEQUATE LEGIBLE REPRODUCIBLE COPY TO ARCHITECT/ENGINEER FOR .4 4. CONTRACTOR SHALL VERIFY THE SERVICE VOLTAGE W/ UTILITY CO. AND REVISE I-LINE - 43,180 - 43,180 , WITH EXISTING ELECTRICAL INSTALLATION. EXISTING ELECTRICAL SHOWN IS NOT PREPARAnON OF RECORD DOCUMENTS. KT P ~ NECESSARILY INCLUSIVE. PROVIDE CONTINUITY IN ALL CIRCUITS FOR ELECTRICAL AND BALANCE PANELS AS REQUIRED. FIXTURES, DEVICES AND EQUIPMENT THAT IS TO REMAIN. SUCH EQUIPMENT SHALL BE TOTAL 66,226 99,600 33,432 199,258 RE-CONNECTED TO EXISTING CIRCUITS. FOR DEVICE BOXES IN WALLS OR FLOORS 7. CIRCUIT NUMBERS SHOWN EXISTING ON PLAN MAY NOT REFLECT ACTUAL CIRCUITS 5. STARTERS dc RELATED WIRING SHALL BE SUPPUED AND INSTALLED BY h AS A RESULT OF UNDOCUMENTED MODIFICATIONS BY PREVIOUS work. CIRCUIT CONTRACTOR. OVERLOAD UNITS SHALL BE INSTALLED AS PER GIVEN NAMEPLATE CONVERSION 199,258W = 554 AMPS O 120/208V, 3P, 4W THAT ARE TO REMAIN FOR CIRCUITS CONTINUITY - PROVIDE COVER PLATES TO MATCH NUMBERS SHOWN DETERMINE QUANTITY OF AND LOAD FOR CIRCUITS REQUIRED DATA AND EQUIPMENT. STARTERS SHALL BE INSTALLED AS PER MECHANICAL EXISTING. FOR ALL OTHERS REMOVE WIRING TO ALLOW FOR PATCHING PER ARCH THIS CONTRACT. PULL ALL BRANCH CIRCUIT CONDUCTORS OF CIRCUITS CONTRACTOR. PROJECT: TFOR ETOHE~~ST ~TEENDA~OFLO~HE AEQU~P~SENSTT~T~DBEA~ONVSETA~SLED REQUIREMENTS. ABANDONED IN ONE LOCAFON AND RE-USED ELSEWHERE. ELECTRICAL K ON THESE PROJECTS. CONTRACTOR SHALL FIELD-CHECK, VERIFY AND TRACE CIRCUITS AS NECESSARY 6. REFER TO SHEET MI FOR ELECTRICAL REQUIREMENTS FOR H.V.A.C. TACO BELL/KFC 4. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR RINGING OUT ALL . TO PROVIDE ACCURATE PANEL DOOR SCHEDULE IN ACCORDANCE WITH ELECTRICAL ESTES PARK, COLORADO . 67.9 CIRCUITS WHICH ARE OR MAY BE AFFECTED BY THIS REMODEL TO ENSURE EXISTING GENERAL NOTE 14. INCLUDE ALL COSTS ASSOCIATED WITH THE ABOVE. 7. ALL DISCONNECT SWITCHES SHALL BE SUPPLIED AND INSTALLED BY CIRCUIT CONTINUITY AS WELL AS TO PREVENT ANY SINGLE CIRCUIT OVER-LOADING. CONTRACTOR. PROVIDE FUSSES PER EQUIPMENT MANUF. SPECS. REMOVE ALL EXISTING BRANCH CIRCUIT CONDUCTORS OF CIRCUITS RE-USED 12-1-99 .~ ELSEWHERE. REMOVE J-BOX COVER PLATES WITH INACCURATE PERMANENT MARKER DATE: IDENTIFICATION AND REPLACE WITH ACCURATE MARKED COVER. SEE ALSO SPECIFIC 7+ 51 - POWER, LIGHTING AND DETAIL NQTES WHICH APPLY TO SPECIFIC CONDITIONS ON r . :,4. PLANS. SWEET NUMBER U f LOAD SUMMARY GENERAL CONSTRUCTION NOTES GENERAL NOTES AND PANEL SCHEDULE NOTES N.T.S. 1 3-.11# 99339-12% )'13*.1 3342 DU'IN AVE.) 1 = 1 (303) 773-6843 Fax f 4 ...F~Fird'6 1 14.. .. I u 1 OIl 0 1|R*101|~1~i-/Ililki-~ii .~I~ , 4.10=~ .~. -9-=,2 8//MEN./.......Ii/ .lillillillillillillillillilillillill/Dilill 7 ./Emo.0...ES'....ial.. ..E.W....imm......... .........1 .0/133//Ill.=11/128//.6. ......"18............. 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NO. DESCRIPTION QUAN. VOLT HP AMP KVA CONN. ~ REMARKS r 111 1-UNE 2 208/3 -- 150 -- @ 'gr SEE PANEL 'Cl" & 22". WIRE TO 'MSBÂ», SEE ONE-UNE DIAGRAM. ~ .4 : ~~~ . (E) 114 CHOCO TACO 120 3 e- +42" (E) 118 RETHERMAUZER 1 120 -- 1 GAS UNIT. 2 CORD ~ INSULATE ALL CONDUIT PASSING THROUGH WALK-IN ~ (E) 120 HEAT CABINET - FULL HT. 2 120 -- 2.OW e. +goÂ· - COOLER/FREEZER, FILL AROUND CONDUIT W/DUCT/SEAL V , WHERE IT PASSES THROUGH COOLER /FREEZER WALL OR CEILING, AND INSTALL CONDUIT SEAL. METER 7 C.T. 7 M.D.P.- f <C~> NOT USED. 401 60' PACK TABLE 1 - -- -- -- Ca-G. NO POWER TO UNIT, POWER TO ATTACHED EQ. SEE DETAIL NOTE #12 <416 4.1 A-13 402 60" HTD. DISPLAY UNIT 1 208/3 -- 4160W e- THRU J-BOX IN CEIUNG. ~ ~~~ c~.~.- 11 1 +Co . 1 6-7, e- ~,4 , . i .1 1 ,>, 404 FRIES HEAP 1 120 -- 11.3 1.36 @ THRU J-BOX IN CEILING. ~ REFER TO MECHANICAL DRAWINGS FOR THE LOCATION OF , i . 6 24 4 EXHAUST FANS, AND OTHER SPECIAL EQUIPMENT. NEW OFFICE- .. * I. 405 CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF ' ~ SECURITY 1~71'77' ~LE~INET ; ~ J-f ~7.4 5= Ely =71;22(rz' F~ FLUSH IN CEILING CH #AR86, HUBBEL ALL CONDUITS, J-BOX, WIRING DIAGRAMS OF MECHANICAL 1.- :Â»41 441 SHEETS. -_n-Â· . L . 1\ 1 ~ CONTRACTOR IS TO FURNISH AND INSTALL CONDUIT FOR 3 04> 1 ~- -- 54 41= =. -92.1-14 /6-1 411 FAST IRION COMPUTER 1 120 4 I <421><416<422> <EL> <â‚¬>'422.- . 1 1#\~1111'DI~/f'*11 , LIFE SAFETY AND LOW VOLTAGE WIRING. INSTALL AND Â·~ -<405> l.]A=44@ ' k e *46Â·llg- f 1, Â· ,, 412 CONVECTION OVEN 1 208/3 -- 23 8.3 0-- tZ #SCH 1027, #261*,SO CORD 24" 3/C #10 SO. COND. SHUNT TRIP PANEL *D- CONNECT LINE VOLTAGE WIRING. ..1--- 11 \ 1 1. 3 (E)| 282 | F [fj Â·~-~~- 1 414 MIXER 120 -- 9.8 6- + 47 - ~ THE EQUIPMENT ROUGH-INS AS SHOWN ARE ACCURATE TO -~ ._ * 40> Â« \ 1.10 Â§1 @ 2,130 1816 . THE BEST OF OUR KNOWLEDGE HOWEVER, IN SOME . ~ : <â‚¬*> , 1 ~~ ~~ ~~~~~ ~~ 416 BREADER 120 -- 2.3 ,26 @= +18" - OR THE EQUIPMENT MAY VARY FROM WHAT IS SHOWN. ' <3>1 L L#~ ~ ,~~'. ~~~~ 45 --- 99 1.1 \1\ 1@ 81 z&%9 // ' ~|STRAENFCO~SE' P~ECZ:I:NTDO~~PHIULELRVE.1SUA~STITUTE Â·3' 44'.40/ ./ sd~ U / V U % , 417 PRESSURE FRYER - GAS 2 120 -- 10 ~ +15" - *Â· le ..Ll 1 9-31- t. 418 DUAL OPEN FRYER 1 120 -- 8 -- e +15" - CRITICAL DIMENSIONS WITH THE OWNER PRIOR TO ~ - ~~ ' inni' a.v i -#- _ 419 ALTER PUMP 2 120 1/3 8 ~ +15Â» SHUNT TRIP PANEL Â»D" ~ ., I , Â· 15: CONSTRUCTION. FAILURE OF THE CONTRACTOR TO VERIFY Ir.7. 4+46" i.' i; 1/i / ;# f 1/11 14 1.#Wj' ;i i i f #/til Hit.Â· . iÂ· Â·â€¢V ' v[ A Â« 202 94 425 MARINATOR 1 120 -- 15 e +42' G.F.I. THESE DIMENSIONS SHALL PLACE THE RESPONSIBILITY . ~A <-L--49> FOR ANY SUBSEQUENT RELOCATION DIRECTLY UPON THE - 440 REFRIG - 1/2 HT. 2 120 -- 5 0= CONTRACTOR. .1 L -1 :-~ -~- 4 ./.*~* NEWls,1-11 --(P.-J ~- 9 1 ilimt[~1 9 1 11[[l.,1 1 .... --145ib- - i - loil IL 5 +.1, . 1 . 1, il Â£c.,CLul L '. ' 4 #/41%IN ll Ilili 443 MICROWAVE 1 120 -- -- 1800VA 4 +48" <~ ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 49-- h--E------1--70-7-t-~ 6 CE) 1 , D-8 r , ..le 1..le LATEST EDITION OF THE NEC AND STATE AND LOCAL -1 -11,~;---1 i ; â€¢ I~ i r-'_T- iRF'<-6 /-4/--1+62[ -_ 1~ : 1 1-+99 - 445 FREEZER 1/2 HT. 1 120 7 e- +42" e S. CODES AS THEY APPLY. , 1, r= 71 12> E- r . ,Â·, J 4661> Il 1 ,, 1 A A 448 HEATED DRAWER 2 120 -- 7.83 0 . ,0=12*~ '~ I ~ ' ' â€ži., (E) 451 HOOD 1 208/30 2 -- -- @ @CLG. ~ NOT USED. , ./ j U 452 HOOD 1 208/30 3 -- -- @ OCLG. SEE EF-4 ROOF PLAN . .t32 Â© 14*t**4244*11 Â· C-25 . .P Â«Â«01 , I ~ CONTRACTOR TO VERIFY POWER REQUIREMENTS FOR POLE 1 ~ EMAE | (E) 453 FIRE SUPPRESSION SYS. SIGN AND PROVIDE ADDInONAL CIRCUITS AS NECESSARY. <fii> --' 70 Â«,+ â‚¬120) Ort= 454 FIRE SUPPRESSION SYS. ~ ISOLATED GROUND FOR P. O.S. SYSTEM TO BE CONTINUOUS . +46" FROM LAST OUTLET TO PANEL. DEDICATED CIRCUIT WITH ~ UZZ/I_ - 456 SANDWICH WORK STATION 1 @ +48" 1-120V,20A 1-208V,JOA 10 SEPARATE ISOLATED GROUND WITH LESS THAN 0.5 OHM ~ Ci> NEW<1.j 10 * 1 7 * I *-0 -.50 S'... -' 30 12 w 459 TOASTER 1 208/1 22.1 -- 9- +48" IMPEDANCE. TERMINATE AT NEUTRAL TO GROUND BUSS **~303E-7 =- << 14 9 - -7 -1.-1.--- ---+.......--- ~ 00 460 nMER BAR INSIDE THE MAIN SOURCE PANEL. x , < * Â· L el CLG| 2 41Â©96tt ~ SEE DETAIL 2/E5 FOR CONDUIT BELOW SLAB. 42> 4-6 eÂ· ./ 461 HOT HOLD 1 120 13.5 0- +15' 41. 6 1 GROUND FOR ALL BRANCH CIRCUITS ROUTED IN P.V.C. .. . 0 <t.% 2 x 0.-0 3 K ~ CONTRACTOR TO PROVIDE A CODE-SIZED EQUIPMENT GROUND. 4., 9- CLG ~ - .Â«~9-on==:=Â·=gem 4 Â· Hw ----7 - 85 6 m (0 803 S/S ICE MACHINE 1 208/1 -- 20 -- 0- +go" ICE MACHINE PART OF BEVERAGE DISPENSER #806 <EL> 4--- ' --~ 1-4 ~ ALL EQUIPMENT WITHIN THIS DARK LINED AREA SHALL ~- '-----121.2 - ~ ~ - 1 131 00 0 9- (E) 8O3A S/S ICE MACHINE COND. 1 208/1 -- 20 -- @ - ON ROOF .24> "..11+ 111>Et[L==12. +4%> N * 421 0 43>Â· BE CIRCUITED THRU J-BOX IN CEILING. L (E) 804 D/T ICE MACHINE 1 208/1 -- 2 -- 9- +goÂ» ROOF MTD. CONDENSER (TYP) THE MONITORS SHALL BE Â·THRU J-BOX IN CEIUNG. * <4-01 r/,4 4.Â· - 1 9$57 -7 - 1 (0 2 -0 - 1 in 3 -El â‚¬ 465% ~cL9..~ CLL <ift> %45 ~ .. 3 1 E-2~7 (E) 804A D/T ICE MACHINE COND. 1 208/1 -- 20 -- @ ON ROOF ~ MAIN DISTRIBUTION PANEL-8,10,12. ROUTE FEEDER OVERHEAD f. - r.=&~ ,=049> 40. .-4 't r----,;1/ 0 f â€¢ 04 0=R 1 --IJL- 00-0? m (E) 805 D/T BEV. DISPENSER 1 120 -- 5.5 e +10Â· AND DOWN INSIDE OF EQUIPMENT TO 1-UNE ,\ â‚¬ <ts-' 7/7 [5~39 114 :*'' -.1 f# Mjh ~, 1 (E) 806 S/S BEV. DISPENSER 1 120 -- 5.2 & +15" ~ SAME AS ABOVE EXCEPT 14.16.18. <8>--0 % ' 1 4@3> i---------r- - - -1-7 ./4. (E) 807 BAG N BOX SYRUP RACK 1 120 -- 7.2 O= CCLG. DUPLEX PER RACK IN CEIUNG. MONITORS POWER THRU 1-LINE. i ./.0 (E) EXISTING MONITORS RELOCAATED TO 1-LINE. Â· ---21 ' ~ ./4 1 Â·Il * 14% k -1.0622 864 WALK-IN FREEZER-COND. 1 208/3 1-1/2 12.7 @WP - SEE ROOF PLAN <1~ t-- -0---4Â© ' ~,412644 liTA g 8 864A WALK-IN FREEZER - EVAP. 2 120 6.8 @Wp -- LOCATED INSIDE BOX ~ NO CHANGE IN THIS AREA. (TYP 2) ~ - <402 /// 9 , 1 , I ,- ill . (E) 866 WALK-IN tOOLER -COND. 1 208/3 -- 12.7 -- - SEE ROOF PLAN ~ D/T BEV. DISPENSER AND ICE MACHINE MOVED TO THE RIGHT. CLG17=-=CLG CONTRACTOR SHALL RELOCAATE EXISTING POWER. RELOCATE -~e **i> * ~~E 1.61 I IXI 7 (E) 866A WALK-IN COOLER -EVAP'S 1 120 6.6 @ INSIDE COOLER RECEPTACLE FOR COFFEE MAKER. 1#==74, . . V G C - <10> 44 1 1 Ino 1 J= ( t -it *4%:/22'*ffÂ«Â«/9/9,2741 CONTRACTOR SHALL ADD RECPTACLE FOR RELOCATED CASH REGISTER. i~li....,..,J Â£ Â®\1 909 POWER SON< 1 208/1 -- 30 -- e +19 NEMA 6-30R (STRAIGHT BLADE) WITH BOOSTER PUMP ' ~ 11--- -r ~-4*> <BA;:!3 h , [#w , --1 ' (E) 913 WATER HEATER IGNITER 1 120 -- -- .2 @: +42" - ~ CONTRACTOR SHALL RELOCATE EXISMNG OFFICE POWER, TELEPHONE AND DATA TO NEW OFFICE LOCATION. SEE ALSO COMMUNICATION *fath-0 -- 921 GARBAGE DISPOSAL 1 120 10 # +15" - PLAN E-5. 13 <ER> *Â©* , I :13> - 1 111111 (E) 990 CASH REGISTER 4 120 -- .5 9- +24" SEE KEY NOTE #3 .. [ /1.\ 1-> (E) 991 MONITOR 4 120 -- 2.5 -- *: OCLG. 4 EXISTING-2EA I-UNE 4 NEW ABOVE #401 1 1 <01Â·<J 40 <@S>lE> ~ , 992 SAFE 1 120 -- -- .36 (3- t24" LOCK-ON C.B. . ~..~Â·dj~4@> 4 ~ , .1 -],1 ..' 74, / . m 4 ' (E) 999 HOT WATER SYSTEM 7110)(" 1 208/1 19 9- +48' RECEPT MTD. L OF L UNIT AND R OF R UNIT. ' ELLI31 \ ~42> =4*2> / 7 02 A KIf. .1 \ 6907- <1990 - 1. 1 17 / f.7 3/7-1 \, 1 !83> ~-987> 1 k,- U,Â«43Â·52 . 13 1001 HOT WATER SYSTEM "H" 1 1208/1 ~ 38.58 j 18-1 ~ RECEPT MTD. L OF L UNIT AND R OF R UNIT. [ titÂ¢tte<di~ 4 (E) CD 1 - - h... .4 -1 Nl I t. N 2 Z61 5 * 1 M O LE CONTRACTOR SHALL VERIFY WITH EQUIPMENT SUPPLIED AS TO FINAL WIRING CONNECTION. , '~07'*5/1 1 ~----1 \ SEE GENERAL NOTES, ' ~f'%*El>E <1~ L-<13> I - m O 1 1 9 W I 1- lf) 0 -r 0~ ~9440 4*> ( TYP 2) v ELECTRICAL EQUIPMENT CONNECTION SCHEDULE GENERAL NOTES . L.<33> - AA//.1*Vi-- 992> 1 , â€¢ 11.4 /9 .'Wili./ (TYP) :96.7/~r-- <94Â» r u) ill lf) --2 0 3 lug 1 Filliti. }13*, . 1 1 1, T 5 1 2, L i I I ALL EQUIPMENT WITH J-BOX CONNECTION Â· Z UN- 2 i VERIFY WITH LOCAL JURISDICTION ~ ~ ~~ 1 FOR FINAL CONNECTION TYPE. , 4 44 . 1 - . : .... 0 1 4 09Â· 9,;,444.-4 ... 0 - 1 4 1 .W.Â·49, C . . t fte '116 ,'t 4~ 1 1 , ~ W 0Â¢ 1 k. Se>?Â· 1 44 0- k lf) 3 Ill - 1 REVISIONS , . Al.,1 4#4,4 A 12/1/911 PERMIT/CONST. Â·r Â· 134' 1 4 *72.9 i . 416 121 - 9 - k .. Rr, 0,844.4.4 4 â€¢341 R . 1 $ .t. 4 -1.4 2 - 2. Ad:. LE ' ..1 ~L Â·Â·Â· 4.- . I M ./ ' 7 DOUBLE DUPLEX RECEPTACLE 1 \ IMMell J .4\ :'' 1 t~. SINGLE RECEPTACLE HADJ AND ASSOCIAESv CON&,TNG ENGÂ»â‚¬881 1 1825 Lowrence Street Suite 200 " IG DUPLEX RECEPTACLE 1 Denver, Colorado 80202 303 293 3800 i * DUPLEX RECEPTACLE 6 -AliÂ·__-- L_ __ _., -_ VOLTS 220 RECEPTACLE HADJI JOB NO. 99133 MPS Â· ~ ORAMN EDÂ¥, LIGA<LM JUNCnON BOX 0+â‚¬OKED Br: KLM ..1 BUILDING TYPE 15.= SINGLE POLE, SINGLE THROW TOGGLE SWITCH KT W/ PILOT LIGHT RELAY SINGLE POLE, SINGLE THROW TOGGLE SWITCH Â· CONVERSION a -INDICATES CONTROLLING CIRCUIT PROJECT: SWITCH TACO BELL/KFC , 4,1- ESTES PARK, COLORADO .I~ B HOME RUN TO PANEL DATE: CONDUIT RUN, CONCEALED IN WALL OR CEILING - - - CONDUIT RUN, UNDERGROUND 12-1-99 / r. SHEET NUMBER . E2 ELECTRICAL SYMBOLS POWER PLAN SCALE: 1/4'â€¢1'-0' ...... 1 1, oaÂ¥30103 ,>'t*t,Uls . 0 P m Â¥) 09 1?99. APPLICATION FOR SIGN PERMIT CHAPTER 17.660FTHEMUNICIPALC0DE NE VALUATION $200.00 TOWN OF ESTES PARK FEE 4 30.00 SIGN CODE OTHER 1.20 TOTAL $31.20 COMMUNITYDEVELOPMENTDEPT. DATE May 14, 1992 SIGN 537 Big Thompson Avenue SPECIFICATIONS ADDRESS Taco Bell w SIES SIGNDIMENSIONS (2) 16 sq. ft. (1) 55 sq. ft. LEGAL Por Lot 3 (3) window signs LOCATION DESCRIPTION Stanley Addition SIGN SKETCH Building Q - see attached (3) window signs per month OWN E R Stanley Village/Wheeler Management â€¢ text may change * area will remain the same ADDRESS 812 8th St., Greeley, CO 80631 â€¢ all 150 sq. ft. of sign area is used, PHONE no more signs are permitted LESSEE Pepsi Co./Taco Bell #3188 ADDRESS 17901 Von Karman, Irvine, CA 92714 PHONE /Local 586-0408 SIGN COMPANY Taco Bell ADDRESS PHONE USE ZONE LAYOUT OF SIGN LOCATION C-0 SIGN CLASS - see attached (3) window signs CLASS OF WORK NEW ALTERATION X ATTACH CLEARLY LEGIBLE IDENTIFICATION PLATE NOT EXCEEDING 15 SQUARE INCHES IN AREA TO SIGN, STATING THE NAME OF THE PERSON, FIRM, OR COR- PORATION RESPONSIBLE FOR ITS CONSTRUCTION AND ERECTION, WITH INSTALLATION DATE AND PERMIT NUMBER THEREON. ELECTRICAL SIGNS SHALL BE MARKED WITH INPUT AMPHERES AT FULL LOAD INPUT. I hereby acknowledge that I have read this application and state that the above is correct and agree to comply with all City Ordinances and State Laws, regulating building construction and zoning. Permittep- --)/-7---30- 1$ e.,fÂ« 0 _552>-~17 (22 Approved - - ==rel~ A â‚¬;râ‚¬6.7.....- r Zoning Administrator The Building Department will make every effort to prevent errors in your application and permit, but cannot be responsible for your failure to comply withall Building, Zoning and other apphcable ordinances. /0- ri 41 gtâ€¢ CON M HAL I * - Â· - i 9 5 JECT 51*CG 3,04' FROM , #E OF EXTER:01% WALL {TYP.1 r f? r---* f. e U â€¢-1 2, 0 21 2 ArÂ·.' AF=Tnt-T - :*--,#wrv-â‚¬~~- . ..2 4 /;rt}â€ž.4.., 4 4-1~ 1-ik 2 8 - 4 - 4. F 1 411-3 N y â€¢U-3-ifiCULL-4-~A ,_ f.L,7 -1 r.1[ jiti . - 9/15* 1,-A+1 -i -t,H~_r~-2,>1 fi}-$3-4 0 .1 44 41/ U j ir r: ' i H *4226,Â·. -,*1 -. : 3, .-.- rn r.,k f'* * YA:-M " 1 1 1 1 0 1 i.. I. -1 u Â·AL i.' +4 .-nLJLJL' na=-+Le-=== 1- 11-114.-ki,tw,4 ... ,-Â·_ >i, fi.4 21 1 W -Â· 1.4 ki,4 F.4 4-21,Â·li * u< T'51 , U.'IJi'rr' d :. -, h.-â€¢t 1141* /7322 . A ... 1/ / .....- â€ž- I - 4 --T :1 1 1 '10 Â¢ < 41,1'F . /./."/ Ir/ . L1 , e '.-. . OIl 1 m --Â· 132 , : . '1-41= 4/ -_ 'Â©t~ 0 1 4Â·<D 2 ' 15 *~ 1 A- â‚¬ f' 1 1/-9 ' a. 4,1 (t 1 - 1 f. ih 11\ C,r 1 1 64 1Â· 04Â·- -_ .1.-_-..4* 9 -m Â£ 21 Ir-I......==..=9/R.-31 i i " i ~1 f~UL- 779 / 1 â‚¬,114 1 1 i .. 4/ 1 ./ - W 1 1 1 1 1 Il 2-* 9 ''11'V / it 0 .0-3 "--.- Â·:'N~EP 1 I. 1 1 r- 41=. OF ~ M tr--------4-=1 L. ~ #4, d i' cÂ·i, ii" cH 2 3.4 - A } i.lie . , 9 .-A 1-1-i 1 - lill-Illmâ€¢-11140.*mma. - ---1- Â·=,--â€¢- 0 I . i Â·,i,Â· i , i,ii,ihi11,rrN:'~'1~,#0'N r:â€¢4u.N,.4,0,â€¢i..,i-r.~ r 'ill-Il, NI,!i~,NI, ll.,Il,*,f,t,.'*'li~Ilic,~ 2 *w"'"'.'9,=4,~0#IlWI'.'"-"*maill~,Iwnm,â€¢u~,i-,I~Ililll]Il'ilÂ·1~I~ '.I:' ; "'!,â€¢!111Â¢,11 . 1,11*â€¢â€¢mn:kiwi:,40'mmmA-'Iwimm '11/./.Ill'.........%#........ 2 HOT * Pr~ 4 W I [~ f p St,&12 1/47 - 6 1 J .41 - 1,- 9%1mninÂ· Â¥ Â·1~ _ ~I:'./.,01/'//11/'I'/m,11'.0=--Ill./.'"'I./. -' 3.23 SIDE ELEVATION SCNE . r r , *Uk.WV..3ii,â‚¬. r-i .kt 3, 'L41 44. .... 1 < 0.-5 ti i . . -&..#3- 4.1- - Â·--2*8 :rupt - . 44- - -tAP u '11 -it. 4 1 525 B 3/4 ' Â·'AÂ£~ Trlog 24 L 2*0 STUDS 9 3~ w A A RfrATE+ gl.â‚¬ ~ BOAM-Â·i-12-F ir'-9-71 â‚¬17 . el*0 - 0 C.L. il \ LE 1 1 , 1.110. . -1 1- m 1 Fâ‚¬U L, i & 1. , ecc. Â« 4 3 21-3 / F 1116 ': li 11 r Â¢ 1'Â· F 'A Witti ~ ' 0,8 ii 1 141 11 1 r 1 -1 W e.% ? 1,1 L=1 3,â€¢i,i"a Â·Â·Â·Â·â€¢ â€ž. r.Â·â€¢~ ' ' â€¢ r-~-Â· Jr, INT 1.' H.*I Illl'll'-M~Utliâ€¢.I~' Ilwl"/F . ~La_ i ,;, ...........1:â€ž---/W-6--.... -/-/ F TACO E ... 1/ tli g i 42 . 1!014 - 1 Â·Â·I'Il'lilw'lall:,IgN48â„¢,8 ALE: 1/4 - .L. 4, 01 ff,111 1111: tll~ 211't' "111.14. . 41.4'~.#:~ pl: ' . 2.136'.1 1.1 :'..2,1.11 1,1....1 3.-0. K 1.-0' Z ,3[44'--loi I i toi ' 24' *0'4 r 1 9140 i toi . ./ 1>j 2 1. '1 9 (-1 j -- ii/W i l E G \ -r- \2 LY * 1 8 g a a = T i = 2 7 1 ft J . 4-'8- 2 3, .. 'r h,6. , 4 / 1 1 - - _ - - - - f ~",-~= --- . - 1, .'- - -- - -/ -- Â·Â·Â·Â· 1 9 3 : 1 : 7 , A- ..1 - I t./ i 2 ) i Nk- 1 : - 4 1/2 * 1 1/2-; 5%2.0.-7.h.,0/ I 5. -L ~~ 7-4--11' 05 /1 1 1131'LATE 7 0 . -- -2.- --4 f~ i"A j f'.3. A .=>4341=.-i# 74.1 ., 1 9-7 Â£/8:--1-5'.9 0. i :trt & i 16, 2 1 11 1 1 I Iola ./ r R @ CA r *Ap y.--4 - a 2.-? 11 47 - 41-IC,2,~4 2 ~- 4 w1 ia ~**::-#3t 1- Â·1,1 , 5 t*AL SPACES t.g 11. 1 3 j 71 k 5 7.: U (,9 f (v| 3, 1 â€¢,A , i./.---. . 1 . - il'.4 El m 1 9, re 1 2 13.-10" 8.0. -4 I...1 Â»,2' A.G 41 1 4 '0 :r f .9 21 1./. 1 . .. 1. .1. 4 . Cir l 6.1 1/4' SAf:Â· t. 1.' 21 1/4' .4.KATE 6Â£*39 6, 1.-RE *,i I NlE R *' 1*26- '/i YEIMP'GATIA: , :, *13!1~1;WE 40 F $..44.% 1 Eni, 4w l' â€¢lair ~1 T ..TER M.#342 . ..; /*. 'I.' I.I. Â· LOK 40 F â€¢ 4/1-|â€¢"1-.,0/1/Im~1 'i, . .1 â€¢' i.u, I.,.~i~wilii../-,ir#/.*,MIN,1/1,1~i~,-:j' ,uNI 4'#29 1 ROOM TITLE * 61 1)04% f HASES i A) i. . 1//ES i TIEDâ‚¬ 1 REMARKS 4 I 1 / T L k. Al I,31 1 11 111 1* 1 M 3 61 - . I 'te 1 4 ... 1 9:k. 91 1. , 2 '': U. JLL WL//LIVIL /VI LJ VI/ /1 ILLI .1/. 2,4 ~ FRONT ELEVATION :0~. SIDE ELEVATION Â· 12-1-99 re, /14Â·' , LAX:ai q. St . ~~, SWEET NUMBER M4 FRYER HOOD DETAIL N.T.s. 1 BOLT CONNECTION DETAIL N.T.S. 2 GENERAL NOTES ~2 ..1 . - 1. -, 21 4 * yn i I. 0 0 &-7 4â‚¬ A 7 3, 4.. h ..... 0 ni~.. '0 0% - I 1 0 1 .:4 . Â£'Aft ; , '94 ,$... I e,7 +I . .0 Â·â€¢ f :9 0 0. I. I .. lit . 9 :I 3% . 9 Â·, . I, - . 1. ,. ti., 1 . .. I . .. I . .1, 1 :. ... Ul' - - 7%.1 . 0 4-1 A . 4 , $4. > 4 . 1 . %3 0 - *6. r ' I 'l -1 7 Â·0 le. 4 ' ..1 - . D. .. /2- ..1 . . 4, .. . 0 0 ?0?KI .J' .. I . + I ':I: 2 ''0 :- 0 .. . I. I . 4*1: :11'.1 2. a , , 1'.1 3.0 7 .. , . 1> 9.: . 4 fr, It 1 0. 1 4 1 '.R ..4 0-1 .e. ..M 11 4 /10 ..4 C , le. 4 1 I. 4 .:, ... 1 . 1, 4Â·. t .0. ,&* * 1 I , . 0 . Â· Â· Â· 0 Ie'. . .8. - '953, 1 - ..4 .â€¢1.~./ 2 144 A 'W A ...Â« 4 ..... . '. I ,r . L *&1 ,1 *, %4 .4,,.T '6Â·7 - ' Â·7,47%44 i 11*1, 144.AP,tr. A 1,4 64 ' Â·4( 10<4 .t ... D . 1 A 97.. - A 491 . ... . ... 0 A DO.. 00/ A. . r.le" 4 . 4 rpe I 0. ' 1,1 .... '1 21 /1 ./0 1 I 1 ./. I 0 00 , I '01 1 . 1 .1 I , r n.: 1 1 - .4 . 1 0 .1 : 0 1 ,. ; , . . 11 ... D rt .9 . - ==== 11' ' " . . 2.1 ./,4 1 \ 1 - , oIl, 1 .0. 0 . 0. 1 ID . MER -. . 1 I . I :0. 0. 9 . .'I Â¢Â·K : 1 . . 2 .- 6 0 1 1 , 1 0 0. 0 @44 . I . I I . . . : I .. 0: 5@*' 1c Â·Â· : 0,1 0. . 0 . 0 0 : . 01 . 0 4 Â·4'1 Â· . 1. 0. 0 ... .. . 1. ... 0 0 ..1 0 10 0 01 0 ... . - 0 .1 %/ ' 4'~ t ' 1 ..0 1 1 1. 0 10 0 . 0. , I I 0 1 ./ ... ..2 â‚¬ 1.0. .... . : 0 1 0.- . ..... ./ â€¢â€¢ 00 Wâ€¢ â€¢â€¢ Â®Â® . -1.- V - KEY NOTES . 41.4 W/gbiji 44 1> '121+ - - t CONVERSION PROJECT; TACO BELL/KFC ESTES PARK, COLORADO -Â·4Â·.4~0 i DATE, ' ., 00 . 1 1, 5 , f 12-1-qq m , SHEET NUMBER -* 1%\ WASTE PLAN 1/4"=1'-0" 1 Â»3 '4< 0.. ... 1. : 1. 1 ..0 1 1. . D. . 1 4 : 1. . 0 00. 1. lili 0 0.1 I 0 1.0 . .0 : 1 0. 0 1 0 . . 0 1:10 $ . r i -- 9 , 0 .. 8 -a I h ... M . Z . $ 00 0 ,- 0 0 ..0. 0 0 .0 - . 0 a. W m ,7/K ....: ' 0..0 .0 0. 0 ..1 . 111 0 .0 .. ..0 ., 1 I ..0. .1. 0 4 9 - 0. .. 0..0 .0 00. 0 . W 0 .0 .. . ...1 *17 1. .1.0,1 ' 0 / 3Â§*f . 1. 0. 0 -* A 8 2.. unr 0 41, - 4 1 0 <EDI 0 I 3 0 4/ - - . D -': .. > 4 . 0 A . -/ I . 1.. 4 .. J A. 4 A 0 . 1 . . . . 0 . ,. . 9 . D : =a - - 1. 0 0 - //f, 4 , 47 1*A.*11 . ,â€¢â€¢ 0 ~911 4 :. h + I ...' 0 . 1 1,; . .1 . . . .0 0 a. . 1...1 1 42 I ./ ... 1 0: , . 0 1 .1 . 0 .1, : e. . 9.- - 1 / 0 . 0. ...D 40 1 4 0 . : 1 ..,. ,. ... . .. 0. 0. 0 . 0 0 . 0 1 0. .:0 0 : D: D . . I. I .... 0 4Â·Â· .1 0 ., 01.. 0 8 , 00., 0 . 0. 0 . . 0 * F 4 1 0. . 0 1 .. . .0 .1 1 . .... a - / r 1 09*1: 4 , i . 0 2% 0 .. 4 . 4 -4 I. - , .P 0. 0 * ..1 . ..4 , 1 0 0 1 LN~ . 40' 5 1 .5 4 *,7 11 . . A - 41 4 . . i i. . 0. , .. 0 4 1 . .0 00. 1 I .Â· 0 11 . 0. 1 : '' 0 0 9 0 , I D , 00. 4 . ..... . 1 00. .1 .0,1 1 .0 .1 : 0 .0 1 0 . 0 01 0 :1 , I . . 1 .0 1 .1, 0 . A. 4 r . 0 A 44 4..r k &' /1 00. I . .0. 123 42Â·. f M . .1 0 0 '.. .... .0. A '41 , e,t. 1. . 1 :0 0 0 1., ,. , : D. 0 1 0 A 1. A 0 1 0. 0. A .1 .0 '1 1 .. 1 A 1 , ... ..0 1':0 - 0 . :1 1 A . 1 . 0, D . .. . 0 r ..1. 0 . 1 1: A 1. . I 11. 1 1: . I ... . I . 21 .-. .. 1: 0 .A, A . .,1 1. .. 1,1 ': F .1. 1 .0 1 1 9, I 1. le #.I .A 0. 01 1 .0 . . I .1 0 . 0. ; . 01 1 1.1 :0..1 0 0 ... ..0 1 0 0 0 10 ..0 1 I . I 1 .0 I. ..1 0 . 0. . 0 ... . I . e,.4 . i.20* C.,1 / g I V.'Pa0'Â·.,r :rÂ· T.,m. #01. % . 4 . 19. D PLUMBING LEGEND KEY NOTES 0 2. ABBREV DESCRIPTION SYMBOLS ABBREV DESCRIPTION Q KITCHEN HOOD EMERGENCY GAS SHUTOFF VALVE WITH GAS .. 14'2 *Ilei li 4. = = = :r>eecIA 9 0 n 0/ 0 _1 0 U 9-M 010( *0- I lo D NS CONST. r INC. Suite 200 102 11.NL-_ lp/2 ,ION <FC )LORADO laER 1 - WATER AND GAS PLAN 1/4"=1'-0" 1 '... ## 63193 xlod 9499- â‚¬LL (30â‚¬) 1 03/\Â¥ NOSdWOM-L 918) 0. I . , I '1 . D ..0 1.. D. ... . I . 0. :0 0 . 1 A . 0 1 0 . 0 0. r.9 - . ..0 0 - 0 Fi : :I 0 0. 0 ly A 0. 0 .0. 0 + 0 0 0 . D . .. D I V 0. 0. 0 0 0 .. 1 .D :. . I . 0 0 Â·O â€¢ 4 " 0 81 0 90 . - 4 ..- I 0 0 0 0 ... , 0 1 - 1 10.-0.: 0 7 0 =1 -j i I 1 ... 1. .. I 1 : D- ./ D I. I 0 0, 0 / r /4 L .1 1, .1 0: 94 -0 0 0 01 1 . D . I ID- : D D 0 d e : 0 ::: I' '0 0 0 Al 'Up 0 0 0.1,0 00 0.- 0 0 0 0 0 0 0 :0 10.1 0. 0 1 I 0 0 â‚¬> .... :.. D. . .. A Â® I I . :1 , 0 ..0 1 .: 1 .0 . 1 . .1 10 0 ... .. e .1 . 0 . .1: .1 1 . . U .al ..0 I ....0 ,.. .. 4&, 0 0 u . n V 0 0 1 . 1 0 1 4 0 10 0 C 4 0 .. 10 . 0 . .: 042) ..0 0 4 . 0 . D'.0.10 ' 0 0 .0 4 e 0 42 0 e . 0 ..11 Â· I. 0 . A. . 0 0 0 x :10 ... , , , S 0 e. . .. D. .: Â® 1... 0 . D.. D 00 , 0 0,0. - I . 8,0, . fj I 4 - 10 - # 11 ./ "*@1 iINI~;00* . lA r .1 0 . 0. 4 ..0 1 .. 0 .0 0 . e. 4,AL 1 p...Â£244 . ; ' 0 ' 0 ' 0 . 01 . . . 0. 1 I 1 .1 . 1 . C 1, . , D.,0 1 . 0 4,0 1 . .1 .1 1 45 n .., m 1 ..0 1 . .1 0 . :.4 I. , 4 1 4 -11 4 0 0 . 0. , '0 10 0, 41 I. 1. D I ':0 I ..0 1 I. I . 6 . ...... 0. '.. , .... . ,. 0 10 . . . 0 0: ... 0 . 1,1 4 0 1.4 11 . â€¢â€¢ .O 1 1 4 4 , '4:94 1 . >..,4 J A ... A A A .. A . : .0 eli 0 1 . 0. .. . 1.. 0 0 . 1 1 .. .0 0 ...0 A .. : AD . 1 . . D. I : . .. . 0 :...1 0 . ../ 1. 1. .. D . 1...1 4, 1. 0Â¥ p ... ... 14.1 0 . I -1. a.. 4 . I , .0 0 -9.1. C f''h .* . I:. - I ./ -0 : 1 0 4 1 . 0. 0 ..... . ... 1 65 4 .... D .. . D .. . . .0 I . 1 0. 0 0 -- 1 ': 1 1 : A ./ 0 0. 0 . , : :ID . . 1 1 .. 1 ' ...0/ . 0 DIA .. D .0 4 : DI . 1 1. . ... . :. 1.. 0 . . 0 .0 1 . .. . I . 0 1.A . .4 .. AF 1, .. A .e 'I' f KEY NOTES ~ 22"x18" MAKE UP AIR DUCT DOWN TO GH-1. PROVIDE TRANSITIONS ,/2. *f-- J AS REQUIRED. ~ 24"x20" GREASE EXHAUST DUCT UP TO EF-4. PROVIDE DUCT TRANSInON la-Â· Nue 2 .. * ' AT EXHAUST FAN OPENING AS REQUIRED. SEE DETAIL 2/M2. PROVIDE ... ..1 -* -T LONG RADIUS ELBOW AND CLEAN OUT ON EVERY TURN. PROVIDE A CLEAN OUT FOR EVERY 20' OF STRAIGHT DUCT. r-RUN-OUT DUCT SIZE ,. SHALL BE SAME AS ' ~ - ' '\1 J SUPPORT PROPERLY- SIZE SPECIFIED FOR ~ , n ~ 22Â»x14. FROM MAU-1 ON ROOF, TRANSITION FROM FAN OUTLET. .-. ;.,-' --~i'-~~ ~ @-~ j~ -cm <i>7\ 68'>1 .4..,I ' 023 1..,C :' 11% %*y DIFFUSER INLET. , 1 , '11~.. ' 11#, "1' ' 1 l ~ NEW 12'x4' GREENHECK COMPENSAnNG GREASE HOOD (GH-1) WITH INCREASE RUN-OUT ' ' I , ADJUSTABLE VANE REGISTER PER DETAIL 1/M4 SUPPLY MODEL GHCW WITH A LONG ELBOW FLEX DUCT- \ DUCT SIZE BY ONE ~ t M ..Il- ..I-.1 1-7 A 12" X 24" EXHAUST COLLAR SIZE AND A 14"x28" SUPPLY COLLAR SIZE. CONFIGURATION \ i FULL SIZE WHEN LENGTH , 0ELEC .PANEL?S -/ A CONNECTIONS. REFER TO DETAIL 1/M4 dc 6/M2. INSTALL HOOD PER FROM MAIN SUPPLY DUCT y , PROVIDE DUCT TRANS nONS AS REQUIRED FROM DUCTWORK TO COLLAR OF RUN-OUT DUCT 5,4 300 ' 1, / I. -- l'i' -4=.4 -I---I- MANUFACTURERS SPECIFICATION. PROVIDE ARE DAMPER AS REQUIRED. NO IS LONGER THAN 20'-0". \ /F-- - -/"~~--EL SUBSnTUTIONS ALLOWED UNLESS APPROVED BY THE ENGINEER. Â»3 ?cc I PROVIDE TRANS,mON AT 300 ~~ (E) MAU-1 r= 1Â·04;00,1,1/11,7#~7-jitti,;/74/7,i *, N'El.1 5 *s###f~,Af~ ..# ~ NEW LOCATION OF EXISING SUPPLY AIR DIFFUSER. CONNECT AS SHOWN. 1.71 r , AF - Sb9.8.8/*'' Â·. BALANCE TO CFM SHOWN. A \.-27 STAINLESS .3 STEEL STRAP EE ~ EXISTING SENSOR AND THERMOSTAT TO BE RELOCATED TO NEW LOCAnON L-- J + 2540 CFM OF-0 - J ~=14 Wr % A?42. J SHOWN ON PLAN. MOUNT SENSOR HIGH ON WALL TO AVOID ANY EQUIPMENT. 4 4 -- 1 1 j A inAI r.111--â€¢ â€¢ (FIELD VERIFY) ./4,2 1.- 1] . , .... 0/*96. .â€¢.*F ~~~Â»--ti- CE) 13"*15LL_ f--1 i i ---1 --1-/xi J, i :-1 ir , ' , Â· TYPICAL DIFFUSER INSTALLATION DETAIL . : i rze.....â€¢â€¢NS> * fiwi 11 ~ EXHAUST DUCT OF SIZE SHOWN. PROVIDE NEW OR REUSE EXISTING IF NO SCALE i. '4/4//#1USHIHin\'0 /1 14--7. ADEQUATELY SIZED. IF EXISnNG REMAINS, DEMO UNUSED PORTIONS AND/OR EXTEND AS REQUIRED. ~ ~_|~ <~73 (E) EF-3 ' ~ ~ 1__j , ___~ ~~21K~3175 CF'U ~ ~ ~ ~ ~1 3 Ak ' /2.9-79 9= 11 , + .i:. &,711$75Â·' , 7,15*.1. Â«'7017 7>/rym""7.%76Â· I i L-/ -~........, ~ DIFFUSER/EXHAUST CFM, (TYP) ~ 7-(N) 8'*10Â» -th[ 1 11 1! 1 -*--I , 11 3 ~ EXISTING DUCTWORK TO REMAIN (TYP.) .vm '-1 EÂ« 11 , , â€ž4 GY.*. ~ NEW SUPPLY AIR DIFFUSER ZzlÂ· REFER TO AIR DEMCE SCHEDULE, (TYP.) r--.7. 400 + Eli'â€¢ 4 t * 7733% 72.4 m.rizvad*941%'Li~ ---~- 11- \ (N) MAU-2 (E) 21Â£15Â»-00' ~ NEW RUN-OUT DUCT OF SIZE INDICATED ON DIFFUSER SCHEDULE, (TYP.) 4 DIFFUSER SCHEDULE - 2-1 --- -4 09. ~ EXHAUST GRILLE TO BE REMOVED. (VERIFY CONNECTION TO EF-3). .': im I r - 71 r -71 1 0 v CAP OFF UNUSED OPENING. (TYP.-4) CFM RANGE RUN-OUT SIZE DIFFUSER NECK SIZE - Aial 11 -9. -- .- 1,9 ~ NEW EXHAUST GRILLE 21- REFER TO AIR DEVICE SCHEDULE. 0 - 125 6"0 6"x6" , L _ 111Â£ _11 2 FFE U= 1 -- - _C M ... ~ SPIN-IN FITTING WITH BUTTERFLY DAMPER, (TYP.) 126 - 225 8"0 8"*8" (N) EF-4 9.17â€ž J I . IT .a- 1 -- U 4:- 226 - 300 10"0 10"*10" 1/ / -1 1177- 7- 7' 1~0 L L v-0 till O-0 3 12 k j - d'.6 - GENERAL NOTES 301 - 400 12"0 12"x12" --i L__4=====~ 401 - 600 14Â»0 14"x14" 7 2 * -,r, ~ i> -' 7/1 tÂ·al ~ 4 8 {t-8 4 / A. ALL DUCTWORK SHALL BE EXTERNALLY INSULATED ~ 400 / rt:3Â¢ L)+,O-r- 83/Th ./. / 1 R 1 B. ALL SUPPLY/RETURN ROUND DUCTS SHALL BE RIGID WITH THE ttÂ¥ C .Ul .3!,-\,-\ i" * CE)7FG~ ~ ~ -~2;731-74---t F4 77 o w (n m EXCEPTION OF THE LAST 5'-0" WHICH CAN BE FLEX 1. PROVIDE RUN-OUT DUCT AND FLEXIBLE CONNECTOR SAME SIZE AS DIFFUSER . 75 Erl ;im .LO [00 k.zoid C. EEELOSE ENTIRE GREASE DUCT WITH FIRE-RATED INSULAnON. 2. N~EM~'-OUT DUCT SIZE BY ONE 1 ,: - F [0352> ./553 J .r EMuiSS 411 . D. ALL EXHAUST DUCTS TO BE RIGID. FULL SIZE WHEN LENGTH OF RUN-OUT \'1Â£ / 1 L / .L ' ~...4.-1., 1 1 400 -d UP 1 Â« 1 DUCT FROM MAIN SUPPLY DUCT IS LONGER E. ALL BRANCH DUCTS FEEDING INDIVIDUAL DIFFUSERS TO HAVE THAN 20'-0". PROVIDE TRANSITION 4, mi '~4+Â·rt ~1-~ . A DAMPERS AT TAKE-OFFS FOR AIR BALANCING. AT THE DIFFUSER I . i il,9{ -i '1 (fr 4.-1 Li__J -it i ------ reÂ» ~.%409547742;0143 I _ 2..21 4 (E) RTI-2 ' 7 ~ -- 0 41, 12 .1 ri 4 ~~< i 4, 2,70---- i-L_ 1 FT.-1 Frl 1, *tit>501+H:51,i'*51/,/ 00'Iolt/55' M 1 *-1 1 7\ 1 ..-. 1 , 1 . 0('.\ :/Lip, Â· \ f'ry-,9 3+yfv:,//,. . + r6#i=,ty 1% 121 - 4 1,0 L -11 1 4 ~, T f AIR DEVICE SCHEDULE in ul Ul I . 1 11 1 IKEN| 300 t.i, 1:i, eite F-137:l L UPSET ~P-el- L '1~-" m 1-> CZE *Eft-Ezz k==:01'.':.~054995 1_- --r' r.-1 <[ 19*,r 2; 1 1.,4-6> 1/11- , 1 M. 1 0.1 4 1 . 21 . - 0 UK ,= I .1 DIFFUi ER FACE TYPE MOUNTING DUTY 1 1,1 'f. 3 -1--E%~ ...1 - I \ l Ill -9* 1 1% W u.1 T- 4-1/6 /2 ,7> A n R 2 2 LU K rilrx-3 K,/0 \ 1 ~ /, I z SE ~-0 CEILING GRID 0,=w=Fbag MANUFACTURER MODEL NO. REMARKS ~ : 1 1:///I//// ' SIZE <INCHES) 2 g 2 2 4 m S & a 051~4"LL 1_j=d- 9-0 -)-144 ~- g o kie 74/111//1. .. y 1 , . lf) O-1 j Â· i 1 1 '*PEI ~ 2,6.5151<./ 5-1 2 24"*24" XXX METAL-AIRE 7000-6 SQUARE TO ROUND ADAPTER Â· ~ - + Ni> 1'" '. Il 4 z IM 1 H G M.Â· g gif*09 N// /7#9Â£ , ,/ ./ ' E-1 4 24"x24" X X X METAL-AIRE CC-5 SQUARE TO ROUND ADAPTER ' ;t ' 4 > tu cy 0 44.1,1. 1 1 < M</40, : 95 Â· f Wt 1.30 4 r- r 26=eÂ° '..1 ~ 1 4%24<Â·ct 4 1 2 1 2 **46.1&44 0 -1> .4 :.4,-er .*t .; ' EXHAUST & SUPPLY FAN SCHEDULE - Ill K lf) t.* ACCESS 4 0 @Illl - 9 1- O 0 4,6 k /33\ HP MANUFACTURER ~ 4 ~ Ill 4 k u, Un 6 5 CFM SP RPM VOLT w v AND REMARKS E k W D 111 .*i & th cp QW m 0 .in. 6.77 . - O !Â£0 1 1 MODEL NO. MARK o m m M > 0 REVISIONS i. EF-4 2400 1.5" 1715 1-1/2 208/3P X X GREENHECK CUBE-180-15 1,2,3 Z~ 12/1,â€ž PERMIT/CONST. f]0,4..1 ' MAU-2 2540 0.50" 682 3/4 208/3P X X X X GREENHECK RSF-120 3 i -*85. 3 Â·139 I .91 -1 REMARKS - + Ada E 4 439 1 - 1. UL 762 LISTED (GREASE). 5 ,~, 5,0 iÂ¢ 2. VENTED ROOF CURB ,/I . 3. PROVIDE A FACTORY MOUNTED DISCONNECT SWITCH. -Â¥1 ~ ~. 2 - ..1.2 : . 91 . t * MECHANICAL CONTRACTOR TO PROVIDE MOTOR STARTER FOR ALL 3- PHASE EQUIPMENT. ELECTRICAL TO INSTALL. '3 . / 1 4 / . Â· Â·' it j ./ r--4 ;1 IMMDJJII ,â€žL .,1 0 ,. . /~INC. 1 \ . HADJ AND ASSOCIATE~ CONSiTNG ENGIEERSF .' . I. 3t 1825 Lawrence Street Suite 200 -.' â€¢ Denver, Colorado 80202 303 293 3800 ft 22 HADJI JOB NO. 99133 I E . DRAWN BY: DP/JF , ~ CHECKED Br: DP hi BUILDING TYPE . NOTE: 40+ r CONTRACTOR SHALL NOTIFY ENGINEER IF EXISTING KT . ' CONDITIONS DIFFER IN ANY WAY FROM THOSE SHOWN ON THE PLAN. CONVERSION Gd'' PROJECT: TACO BELL/KFC , ESTES PARK, COLORADO DATE, 7.y - z , <1 .44 12-1-99 SWEET NUMBER Mt + 95 MECHANICAL PLAN 1/4"=1'-0" 7, 4 O 80111 1 1 Â»<ITCHEN HOOD - (017=E 41. 42 Aff 4 ;T. 11 INC. 200 IN ADO SWEET NUMBER M2 4 ~. i i.-*6 0 MECHANICAL ROOF PLAN 1/4"=1'-0" ' 1.'lill OCIÂ¥&0103 98Â¥2 93193 /47. 1 .... D .. *12@ .. .. 01'T.k : ID 00 -: :=06 00-, , r .. It ' 1 1# .01 m ' 0 4'14 .. . .. FE J V U V T 71. b I D ... , A . / 1, . 4 :.. .1 4 .... 1 1 4 4 1 4 7 >14' 2 .. . 0 0 .0 . 0 .1 r 2 Â· I A 0, d. d r - 0 4 r:, D. . l.4=73 - ,9 A .1 . A ... , A . 0 1 . 0. 1, . 1 . , ti . 4 0. 1 , A . .... A A A 1 1 w. 4 1 0 ... 1 . ... - ' P, . -. . . . . I *9 *'Agt .. iLWE'j:. 4.-; GENERAL NOTES LEGEND 0 g li*\%11 1 WIIi r + . u.. t* t-*twi 1 1 Â£ r D 1 D 1 D0 7 .A .:.. .Z:- I. ./ , .. O. 0. 4 . . . 0. 1 . I . 0 H - 1 . ... 0. 03 - - -1 - .... I . 0 - 0. . -0 -D . 0- 0.-1 ..0 0. 0 3 . .. 1 . .... 0. . I .. . . â‚¬*1% Â» , N f. 1.1 D . .. ..ID liD ... ..1 . : : . O . 0. ... ... 1 . .. : . O .1 .... ... .. . . D 6 0 34 A :, 71 - -D N 1.-I .. 0 - .1 ..1 - . :.. . 0 . 0. ... ......:.. 1 ..0 '.. . ,4. I . D. . . , P .. ..0 1 0 1 , 0 0 - . , 0 D .. . D I :...'I .0 0 (,7 0 : ...: 1 . ... D D .1 0 1 ... 0. . 1 '/*i . . .. 1 .. . . 2 , D. . . p 1 - 0 0 . 0 .0 1 = 1 0. ..... 4 .. .. 0 ... 5 :1 0 0 - I :... - 0. ... .. 0 - . .. . 1 - 1: .... . . D DOD 1. 1 D A . ...... .. ... . 0 00 ... 0. .. . 0. 1 1 .... 0 1%11,44" 10.- 1 4 0 ... .3- 4 0 - 2 . / -10 ,: . ..eD. . , . 0 - O. 4 0 1 .0 0 . . . 1 . D D .. .. 00 . A A A . .1 I .. . . . . , 0 4 D D .. 0, 0. .. 01 .0 . , - .0 0. :ID D. D I , 1, twit . : .. rA?3,9 0 . . . '0 .0 0 0 . 0 ..0 0. ..0 ..0 .. . .. 0. .0 ... , .. . . 00 . I D 1 I . 4 1 D 0 . hk'. ... . 1. . .. .. I . 0 0 .... ..1 : D DI. , 0. . Do . ... , 1 0 - .. . I .0 1 . 0 1 T .. 1 1 1 r .. 0 1, Â¢t, 4 0 0 . D .:1 ...0 1: D D. .. 1 . 4 . 11 0 ...1 1 .- â‚¬ 1- 44 4 0 1 . D dt.' 444 99* '1.0 ' A 4 A A . re ' 4 1, 1 r $ 5. 4. 1 V... ..... .. . I . - . A 22 2 . .. 9 .. .: 0.4 FOUNDATION NOTES DESIGN CRITERIA SOIL BEARING 2000 PSF 1. COOLER AREA SLAB ON GRADE: CONCRETE SLA8 ON GRADE TO BE 4" THICK WITH 6x6 - Wl.4xW1.4 W.W.F. ROOF LIVE LOAD -__--_-___--__-____-________-- 40 Psy K 4' 0 " 32' 8 5/8" 4 17'-0" - PLACED AT CENTER OVER 4~ CLEAN SAND. 4 + , ROOF DEAD LOAD 20 PSF EXISTG. EXISTG. (FIELD VFY.) /422> ~ 2. (2 /Sl) FOR TRENCHES AND PIPES ADJACENT TO AND THROUGH FOOTINGS. SEISMIC 70NF 1 3. (4 /Sl) FOR REINFORCING BARS LAPS, BENDS, ETC. 4. (3 /Sl) FOR REINFORCING AT WALL AND FOODNG CORNERS AND INTERSECnONS. WIND SPEED -_--_---------_---- 90 MPH (ExposuRE C) ~~~ ' DOWEL NEW FDN. WALL TO EXISTING FDN. W/ (3) 5. SEE SHEET S2 FOR SHEAR PANEL ANCHOR BOLT SPACING. # 5 x 2'-6" DWLS. (DRILL NOTE: THE STRUCTURAL DESIGN AS SHOWN IS BASED ON 6" INTO EXISTING CONCRETE x R Er 6. FOOT1NGS SHALL BEAR ON UNDISTURBED SOIL OF MINIMUM 2000 PSF BEARING THE ABOVE DESIGN CRITERIA AND SHALL NOT BE REVISED CAPACITY. SOILS REPORT TO VERIFY. WITHOUT PRIOR WRITTEN CONSENT OF THE LICENSED & EPOXY GROUT) PROFESSIONAL ENGINEER CERTIFYING THESE DRAWINGS, , 118? m 1 <0~ ~11@ g 7. FOOnNGS ARE SHOWN AS BEARING 3'-0" MINIMUM BELOW FINISHED GRADE. VERIFY SOIL SU8JECT TO PENALTY OF LAW. BEARING CAPACITY, FROST PROTECnON AND OTHER LOCAL BUILDING CODE REQUIREMENTS 00 i-JBE PRIOR TO POURING CONCRETE. \211/ 1 % / r 8. COMPACTION TESTS AS REQUIRED BY THE SOILS REPORT AND TACO BELL SHALL- BE THE ~ ~ ' (' 0 1 1 RESPONSIBILITY OF THE GENERAL CONTRACTOR. PROVIDE THE BUILDING DEPARâ„¢ENT WITH TEST RESULTS. - L.J ~ . lim 9. STRUCTURAL DE9GN OF THE CONCREE IS BASED ON fc= 2000 Pa. PROVIDE CONCRETE EOUAL TO ~ *~ *Yll~ *, , f'c= 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. NO TESANG AND INSPECTION IS REQUIRED. p %4fi20Â»* INCREASE CONCRETE STRENGTH IF REQUIRED TO CONFORM TO LOCAL BUILDING CODE SULFATE RESISTANCE }; REQUIREMENTS. 1 10. USE TYPE Il CEMENT WITH A WATER/CEMENT RAnO LESS THAN OR EQUAL TO 0,50. VARY CEMENT TYPE AND RAT10 AS REQUIRED TO CONFORM TO LOCAL BUILDING CODE REQUIREMENTS. 16. ALL INTERIOR NON-BEARING/NON-SHEAR PLATES SHALL BE FASTENED TO THE SLAB WITH 0.145" 4 NEW FLOOR SINK ~Â©M 23403 - DIAMETER POWDER DRIVEN FASTENERS WITH 2- 7/8" DIAMETER WASHERS 0 32" O.C. LOCATION AT 'Imip PX~ 1/Â·3Â·97 / 3,4 11. PROPER CURING OF ALL CONCRETE IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND SHOULD 552maZ222BY 5 BE DONE IN A MANNER RECOMMENDED BY THE LATEST EDITION OF A. C.I. CODE. COOLER #.644-00* t h 17. SEE SITE PLAN FOR LOCATIONS OF WALKS, CURBS, ACCESSIBLE RAMPS AND ALL OTHER 12. ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, AND HOLDOWN ANCHOR BOLTS, IN ADDITION TO ALL MISCELLANEOUS SITE WORK. 1~*1 19 OTHER ITEMS TO BE EMBEDDED IN CONCRETE, ARE TO BE SECURED IN PLACE PRIOR TO FOUNDATION 1 r t.!86 11#,HUit# INSPECnON. HOLDOWN ANCHOR BOLT LOCAnONS ARE SHOWN ON THE FOUNDATION PLAN, SEE 18. SEE (18/S3) FOR STUDS CONFLICTING WITH ANCHOR BOLTS. 1 ARCHITECTURAL DRAWINGS FOR WALL DtMENSIONS TO PLACE BOLTS. Â· ~ 19. VERIFY ALL DIMENSIONS SHOWN WITH ARCHITECTURAL DRAWINGS AND EXISTING CONDITIONS. 4" CONCRETE SLAB NOMFY ENGINEER AND ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH 13. REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BARS PER ASTM A615 GRADE 60 (#5 REINFORCED W/ ANY CONSTRUCnON WORK. AND LARGER) AND GRADE 40 (#4 AND SMALLER). 6x6-Wl.4xWl.4 W. W.F. 14. ALL WOOD BEARING WALL, SHEAR WALL, AND EXTERIOR WALL FOUNDAnON PLATES OR SILLS SHALL BE 20. WHEN THE SOILS REPORT INDICATES MEDIUM OR HIGHLY EXPANSIVE l t.'42.//,,~':2.:'.~9 4Â»Â»0,4'>Â»Â»,7.Â»Â»;O:4'14.10,1,/,Â·50>4Â·.% (TYP.) BOLTED TO THE FOUNDATION WITH NOT LESS THAN 1/20 DIAMETER ANCHOR BOLTS EMBEDDED AT LEAST 7" SOILS (EXPANSION INDEX GREATER THAN 20), THE DESIGN OF THE INTO CONCRETE AND SPACED NOT MORE THAN 4'-0" 0.C., UNLESS OTHERVISE NOTED. THERE SHALL BE A SLAB ON GRADE FOUNDATIONS SHALL CONFORM TO THE REQUIREMENTS MINIMUM OF TWO BOLTS PER PIECE WITH ONE BOLT LOCATED WITHIN 12" OF EACH END OF PIECE. OF SECTION 1815 OF THE UNIFORM BUILDING CODE. THESE REQUIREMENTS 1 1 1 MATCH 00 ARE BASED ON "DESIGN OF SLAB-ON-GROUND FOUNDATIONS" OF WIRE ~ 1 ~ (E) SLAB A: .5 15. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED DOUGLAS FIR. REINFORCEMENT INSTITUTE, INC. (AUGUST, 1981). Â· 0 "rh. 4- ------------- -9577 4 L .00 1704 & 2 (D 10"-0" -STEM WALL 00 N O ' 1 * 1 2x6 at 16"0.c. _ WHERE OCCURS /'STUD WALL 6 1'-6" . a= RE: ARCH. FOR ~ -3-7 V-- 1 , O :1 VENEER 1 5 5. - CAST IRON EXISTING 1 * 2 /1 DOWEL NEW FDN. WALL 1 /2" PLYWOOD ~ J J / SLEEVE 2" TO EXISTING FDN. W/ (3) 1=111=111= CONT. 2x6 TREATED LARGER THAN /# 5 x 2'-6" DWLS. (DRILL \\\-i f / 6" INTO EXISTING CONCRETE ~ PLATE W/ 1/2" DIA. ANCHOR i I |E| I |El 1 1 El FIE| PIPE ----------- / & EPOXY GROUT) y,ff BOLTS ot 48"o.c. (MAX.) 1-1 1 1-Illa 11-lili 11 1- i I BUILDING ' ' G 100'-00 04 1-1 11- 112 1 lili Elli El| It--.-1.- f: 1 t. 03=2 T. O.W Elli A - 1 1 / CO -1 1 1--1 1 1 1112111*11 1 11= 4-1 1 -L- .2 '11-112 : .... 9111914 ,//. NO PIPE Â· Â· Â· ' 1 THROUGH % 1 FOOTING 1 Â£-1-1 1/2" EXP. JT. MAT'L. ./rzÂ·,---2 -rul I . 1 I 04 W Ell Â«11 - id Â£3 0 42 . Li ,--- 2 - 3 -0 MAX. . , - I.--4 --- -1 -- --- --- -- -- .--- . cr n V --I'll / i 3 El 11 CONC. FILL / 1 1 0 (2) # 5 CONT. 11 1 1 1 11 1. ~--TOP & BOT | r=Â·11 ~t 1 /1 .. 1 1 1 -1 't 44 / 1 lL ~- MATCH FTG. /# 4 X.11 ot 48"o.c. WIDTH AND I . .,2 /DI . 1 009 60 1 QI 97-0" l~ . . 6, PLACE CONC. 1 K /1 P .. , 1 11>k M P T. O.F. ... 1-1 * NO EXCAVATION BELOW FILL PRIOR I - --T--1 i ~ i, ~ I H 1Â¥* Ex 1 1 THESE LINES TO POURING I 1_~ j , 82 1 1 0 Bil- - FOOTING b.*edÂ«*Â«Â«#KNEOS i 00 - BACKFILL 90% DENSITY r--' 1 1 1 1 11 1 , 4", 10" 4" PER SPECS. â€ž I lili 1 k ,1 1 '' L__21 (NOTE: LENGTH OF CONC. FILL = PIPE SLEEVE +1'-63 Â· 1 i LBO- 4 1'-6" , 1C1-2 N.T.S. I 1~ -7, Z FOUNDAT_ION DETAIL 1 PIPE & TRENCH LOCATIONS 2 :~ (/)DLJ REVISIONS DOWELS TO MATCH BEND SCHEDULE MIN. LAP SCHED. (1) 1 1 t. HORIZ. REINF. SIZE L & BAR SIZES BAR Â·TOP (2) OTHER DOWEL 4 1 & SPACING (TYP) #3 THRU #8 6d SIZE BARS BARS BARS (3) -d 11 #9 THRU #11 , Bd #3 12" 12" 20" 1 #14 THRU # 18 10d #4 17" 12" 20" 4 D C- * l 1-#5 VERT.- - 25" 18" 30" #5 : 1-#5 VERT,- -*El #6 34" 24" 42" 45" 32" 54" . HORIZ. REINF. HORIZ. RENE.- #7 1 i PER DETAIL--'0 PER DETAIL x,3 #8 67" 48" 82" T , ~~ / ~ #9 78" 56" 96" 1 SINGLE LAYER -27__ d U #10 101" 72" 122" #11 123" 88" 150" 1 NORTH DOWELS TO MATCH 1/ L STIRRUP TIES 1. LAPS TO BE STAGGERED 48" ~ L + HORIZ. REINF. SIZE ~ ~ -_ ~- & SPACING (TYP) u MIN. (U.N.O.) AND HOOKS i ~ DRAWN BY: T.Alt 2. TOP BARS ARE HORIZ. BARS W/ 7-A'W.nWAW----'-- TYJÂ·'Â·RUWA';A'.7 Ax==-iI==-~~-=~.I==.=7#..:=~=:;== 4, CHECKED BY: T.A.K. -il ' 1 MORE THAN 12" CONC. CAST BLW. r 3. DOWELS TO BE THE SAME GRADE, BUILDING TYPE 3 4 / , 90* HOOK &-/ SIZE, & SPCG. AS SMALLER VERT. KT . -1 -0 REINF. 04 10 - 2-#5 VERT-~ , LAP PER SCHED. ABV. CONVERSION / 2-#5 VERT v - UNLESS DETAILED - --- -- --- ---- --~- -- ----- ---~ --- - PROJECT: OTHERWISE f 24 ESTES PARK, CO L=24 BAR DIAMETERS 1 FOR CONC. (1'-6" MIN.) 180'HOOK \ t| V I /1 DATE: -2- 1-- E--1" OR 1-1/2d OR 11- n' 4 " 36' 5 " 2' 0 " ~ 4d ~ 1-1/3 MAX. 11/03/99 DOUBLE LAYER AGGREGATE CLR. DIM. EXISTG EXISTG. (FIELD VFY.) (2-1/2" MIN.) EXISTG. 1C1-1 1"-1'-0" 3F7-1 1/4"=1'-0" SHEET NUMBER - , WALL & FTG. INTERSECTION 3 RE_INF. LAPS & SPLICES 4 FOUNDATION PLAN SCALE: 1/4"=1'-0" 6-1 I . 1629.-, 910311MONV Ung,VO TW SllÂ¥13(] 9 NV-Id NOLVEINAO 96 Lt-L+L - Â£0Â£ 13108 0 'uojal}j!-1 00v@0100 , MEIV S31S I@@ IE,Inlon.I}S 31 N30 DNIdd S 30Â¥11IA *3AV NOSdRO <3<13<3<41<3<1<1<]<3<41<1<71<1<3 FRAMING NOTES ' 1. SEE SHEET SJ FOR TRUSS NOTES, DESIGN CRITERIA AND SAMPLE ELEVATIONS. 2. MINIMUM DOUGLAS FIR WOOD GRADES, UNLESS OTHERNSE NOTED: SHEAR PANEL SCHEDULE 2X WIDE. 6X AND DEEPER HORIZONTAL MEMBERS. .GRADE #2 4X AND 6X BEAMS, PURLINS HORIZONTAL MEMBERS. .GRADE #1 VERTICAL STUDS (2*4 AND 3X4) , CONSTRUCTION GRADE NAIUNG SU- ANCHORS *ty VERTICAL STUDS (2X6 AND LARGER).. .. GRADE #2 MATERIAL EDGES INTER. FRAIONG FOUICATION(U.N.0.) POSTS (ALL SIZES) GRADE #1 SILLS, PLATES AND BLOCKING CONSTRUCnON GRADE 1/2' PLYWOOD 10d 0 6' 1Od 0 12' 16d 0 50' 0.C. 1/2'0 0 48' 0.C. 3. SEE (9/S4) FOR TYPICAL OPENING FRAMING DETAIL. 4. TOP PLATES OF ALL WOOD STUD WALLS SHALL BE DOUBLE 2X (SAME WIDTH AS 1. PLYWOOD SHALL BE 5 PLY, EXTERIOR GLUE AND CONFORM TO PRODUCT STUDS). SEE (11/S4) FOR TYPICAL TOP PLATE SPLICE DETAIL. STANDARD PSI-74. BLOCK ALL EDGES. 2. NAILS FOR PL'AVOOD AND SILL PLATE SHALL BE COMMON ONLY. 5. SEE SHEAR PANEL SCHEDULE THIS SHEET FOR PANEL TYPES AND NAILING. 3. PLYWOOD PANELS MAY BE APPUED EITHER VERnCALLY OR HORIZONTALLY, SEE (4/S3) FOR TYPICAL SHEAR PANEL ELEVAnON. BUT ALL PLYWOOD EDGES SHALL BE NAIL-ED TO STUDS, PLAES OR ~ gral 6. SEE (12/S4) FOR NOTCHES AND HOLES IN JOISTS AND STUDS. BLOCKING. NO OTHER CUTS, HOLES OR NOTCHES ARE ALLOWED UNLESS 5. MINIMUM WIDTH OF PCAMOOD SHALL BE 20-0- ALTHOUGH 40-0' X 8'-0Â» APPROVED BY THE ENGINEER. SHEETS SHOULD BEUSED WHERE POSSIBLE Fu-_-__-_-_--_----_----_________________-1 6. ANCHOR BOL-TS SHALL BE EQUALLY SPACED AND WITHIN 12" OF ANY SILL PLATE END. I \ L__3 L.....14_._1___-1-_-~_...2 / 7. FABRICATION OF GLU-LAM BEAMS SHALL BE IN ACCORDANCE WITH STANDARD \ | | 1 SPECIFICATIONS FOR STRUCTURAL GLU-LAM DOUGLAS FlR AS PER WEST COAST 1 \, E>.NJU LUMBERMAN'S ASSOCIAnON LATEST EDI TION. THE FABRICATOR SHALL BE LICENSED AND APPROVED BY THE LOCAL BUILDING AUTHORITY. AN A.I. T.C. CERTIFICATE OF ~ ~ ti ' ~ ~ -- ''14,11,1Â»,m'* CO OMAN MU M TO ~T}IE BUIL,DING ~11Â·1~I-r'( ~I~ m INS~Li.An~ ' (3)1 3/4 X 9 1/2 -~537,:' | 4%0.09 REG/.a, TYPICAL NAILING SCHEDULE \ L.V.L. 4 /./ 53/ L -M------ --- 4.-------------.-4----------------t--4.--.----------- ----,-,1 ;AA*(66;04&0.4. 8. THE REQUIRED GLU-LAM STRESS VALUES SHALL MEET COMBINATION 24F-V# | \ ~ 0 ~~--~ -1 22Â·eW'L 770|SB'Â¢FE FOR SIMPLE SPAN 8EAMS, 24F-V8 FOR CANTLEVERED BEAMS. INDUSTRIAL DRAGE UNLESS NOTED OTHERWISE. STRESS VALUES: OVERFRAME MATCHED CONNECTION AREA WITH 2x6 at 24" ~1 &-04 il- 3.99.Â·*m i :0 23403 2=1 EXTREME FIBERS IN BENDING: Fb= 2,400 PSj NAILING 1 M /4 4:< HORIZONTAL SHEAR: .... ....... . .. Fv== 165 PSI 1. JOIST TO SIU- OR GIRDER, TOENAIL 3-84 \ OVER EXISTING TRUSSES ~ .4? / .4 COMPRESSION PERPENDICULAR TO GRAIN:. Fc= 385 PS1 2. BRIDGING TO JOIST, TOENAIL EACH END 2-8d | immi l M ~\ / 27\ \: <ry/ 0 41'' .1 MODULUS OF ELASTICITY: E= 1,800,000 PSq / 3.1' X 6 (25 WA X 152 MU) SUBFLOOR OR LESS TO EACH JOISL FACE NAIL 2-8d 1 U) 740#1111,10.0, 4. VADER THAN 1' X 6" (25 UM X 152 WH) SUBFLOOR TO EACH JOIST. FACE NAIL 3-8d n k x 9. AREBLOCKING 2X THICK SHALL BE PLACED IN STUD WALLS AT CEILING \ 11 # / 1 AND FLOOR LEVELS AND AT EACH 10-FOOT HEIGHT OF STUDS. 5. 2" (51 *AM) SUBFLOOR TO JOIST OR GIRDER, BUND AND FACE NAIL 2-16d 6. SOLEE PLATE TO JOIST OR BLOCKING, TYPICAL FACE NAIL 164 AT 16= (406 1,IM) O.C. | / ~ ~~ ~'1 ~\ ~ i 1 M 10. THE FRAMING HARDWARE SPECIFIED SHALL BE MANUFACTURED BY "SIMPSON SOLE PLATE TO JOIST OR BLOCKING. AT BRACED WALL PANELS 3-16d PER 16' (406 1.IM) ~ 'hr -----------------Â« /~ ~~~f~~~~x-~ I i 4 , STRONG- nE COMPANY, INC " WITH THE NAIL SIZE AND NUMBER AS SPECIFIED IN 7. TOP PLATE TO STUD. END NAIL 2-16d , THE SIMPSON CATALOG, LATEST EDInON- UNLESS OTHERWISE-NOTED ON THE DRAWINGS. , 1 E----------------- -11/ 1 -\, 1 1 \\ 3 ; GIRDER TRUSS ,/ 2' li 1 8. STUD TO SOLE PLATE 4-84 TOENAIL OR 2-16Â« END NAIL 9. DOUBLE STUDS, FACE NAIL 16d AT 24" (610 161) O.C. 11. lk-ESBYL'1)1?20&2&1'SUETS B~AR~gh (~OL~~N ~~~ S~~NL~~ED CRUL~E~A~~~ 10. DOUBLE TOP PLATES, TYPICAL FACE NAIL 16d AT 24' (40& MI) O.C. D - - - ir--- 3 -337 --- --1-.11 . b 1 11 11 DIAMETER LARGER THAN THE NORMAL- BOLT DIAMETER. DOU8LE TOP PLATES. LAP SPUCE 8-164 , 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOENAIL 3-8d 4.2 12. LAG BOLTS AND SCREWS SHALL BE PRE-DRILLED TO SHANK DIAMETER X FULL- 12. RIM JOIST TO TOP PLATE, TOENAIL ad AT C (152 -) 0.C. ~ ~ | * ~ | ~'~ ~ | | DEPTH AND SCREWED (NOT DRIVEN) INTO PLACE. 13. TOP OLATES, LAPS AND INTERSECTIONS, FACE NAIL. 2-16d | : 13. SEE ARCHITECTURAL AND MECHANICAL- DRAWINGS FOR ROOF MOUNTED EQUIPMENT 14. CONTINUOUS HEADER, TWO PIECES 164 AT 16' (406 MM) O.C. ALONG EACH EDGE | ~ | *0' BB ~ | < 2x8 at~24" 0.20< 1 1~' PRE-ENG.| Tl~USS at 24" o.c. . *_..B-B._--~/ LOCAn ONS AND OPENING LOCA110NS. MANUFACTURER TO SPECIFY CURB AND/OR 15. CEILING JOIST TO PLATE, TOENAIL 3-18d 0 ANCHORAGE REQUIREMENTS. 16. CONTINUOUS HEADER TO STUD, TOENAIL 4-k | | | ~.~ | | 1)7/ | \~ A5.1 / 14. SEE NAILING SCHEDULE THIS SHEET FOR TYPICAL CONNEC110NS BETWEEN MEMBERS, 17. CEILING JOISTS. LAPS OVER PARnTIONS, FACE NAIL ; 17<*3)1 3/4 x 9 1/2 1 i UNLESS NOTED OTHERWISE ON DRAWINGS. USE COMMON NAILS THRU-OUT FOR 18. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3-164 | || || L.V.L. -1 | ar e E E ALL NAILING. 19. RAFTER TO PLATE, TOENAIL 3-84 15. SEE ARCHITECTURAL DRAWINGS FOR ROOF AND PARAPET HEIGHTS AND ALL E.2220* 1 11 e 0. TRUSS GENERAL NOTES: 1 A - ---\, L.------,7 % ------f 1 1 ...p 0 3 1 11 111 X- i' 1 111 ./,4 ,/ i: 3 \. L TRUSS DRAWINGS ARE PROVIDED FOR CONCEPTUAL DESIGN ONLY. 8 INSTALLATION OF ALL TRUSSES SHALL BE DONE USING A SPREADER || ||| ~91/ Nret ENGINEERED DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED FOR BAR WITH A MINIMUM THREE POINT PICK, CARE IS TO BE USED IN LIFTING | :,/ it 1 1 REVIEW TO TACO BELL AND THE ENGINEER OF RECORD PRIOR TO TO MINIMIZE OUT-OF-PLANE (HORIZONTAL) BENDING. . ~ l...r| ~ "/ D 1 > a.----.---4-4 ....... -1 FABRICATION AND INSTALLATION, THE TRUSS MANUFACTURER SHALL || || F% 1 -I PROVIDE DESIGN CALCULATIONS AND SHOP DRAWINGS SIGNED AND SEALED 9, IMPROPER HANDLING OF THE TRUSSES AS NOTED ABOVE AND IN THE i| \ M \ li O 1 % It/ 1 BY A CIVIL OR STRUCTURAL ENGINEER LICENSED IN THE LOCAL SPECIFICATIONS SHALL MEAN REMOVAL OF THE TRUSSES FROM THE JOB 2x4 AT 16" o.c. 1 2x6 JACK RAFTERS 2x6 JACK RAFTERS 4 | , 2x4 AT 16" o.c. I \ Q .* S 4 JURISDICTION , THE DESIGN SHALL ACCOUNT FOR ALL UNIFORM LOADS SITE AND PROPER REPLACEMENT. ' | CLOSURE WALL ~ | ~ct 24" o.c. at 24" o.c. ~ - | | CLOSURE WALL \ - AND EQUIPMENT LOADS, 1 / 1 ~~ r ~ 19/49%3FFSErl*5323540fd/%32*mijgregra*?422%:/4% 1 2. ROOF TRUSSES ARE TO BE CONSTRUCTED WITH METAL PLATE TRUSS DESIGN CRITERIA: ~ 4Â· _1_11 50~77_3_f;- fL -37 ' r-7 -1- 7 ~9Â«6 il 40-9 - [1 6 [10 -1--2----Ir- CONNECTORS AND DESIGNED AND MANUFACTURED BY OTHERS. DESIGN, 1 - -9 ...- â€ž6 ....11.- S - ~ E-'tz- 2 / 1 CONSTRUCTION, AND INSTALLATION SHALL MEET ALL APPLICABLE REQUIREMENTS OF THE UNIFORM BUILDING CODE SECTION 2343 AND OF 30 PSF 1 1 \l GIRDER TRUSS! ..-1 J [... >~......H ..| ........_ .._ 111 / 11--1 _- ---------~----_-----~ i - THE TRUSS PLATE INSTITUTE. PROVIDE ALL REQUIRED BLOCKING AND ~ ---i A 3 LJ BRACING REQUIRED BY THE MANUFACTURER FOR CONSTRUCTION AND LIVE LOAD - .... 13. . .. .... ...- .- - -. - < ERECTION IN ADDITION TO BLOCKING SHOWN ON THE STRUCTURAL DETAILS. HI- -- _r_.------.P-Â·- Â·- -,~--r-.i- ..*Fl~v-F - ~~ 1 MEMBERS OF A COMPLETED TRUSS ARE NEVER TO B[ NOTCHED OR CUT. 1,1 1.11-â€¢ 11.-1 ,1,1- it 11;1 \ L 1 11 li \1 11 . iIi 1 1 12, 1 | r--Nfi I a at?,4 1 11 1 1 11 1 4 141 k 18 I. f 11 SEISMIC ANCHOR AT ALL ~ ~} PROVIDE SIMPSON H 2.5 Z 3. SEE DIVISION SIX OF THE SPECIFICATIONS MORE INFORMATION ON ~ TRUSS BEARING LOCATIONS / TRUSS MANUFACTURING AND NAILING. 10 PSF 1~71 511.2 , ' 11~ i 11 1 11 111 1 1 L\J[/ 1 / TYPICAL DEAD LOAD 1 1 ---9<PRE-ENG. Tlib5S at~20 o.c. p'LI 41 L 11 | | PRGENG.,TROSS at 24" 0.8. \1 | 0 0-0 4. 4' NOMINAL DEPTH FRAMING MEMBERS SHALL BE MINIMUM DOUGLAS FIR 1 2-1 [1 11 E Iii ix/ 11 I* #2 OR SOUTHERN YELLOW PINE #2. 19% MAXIMUM MOISTURE CONTENT, (APPLY TO TOP CHORDS) --4-- --- x |S A CD 1 1 1 1 Ilil 11 E 142 111 11[1 ' 4232 5. 6' NOMINAL DEPTH FRAMING MEMBERS SHALL BE MINIMUM DOUGLAS 10 PSF 7%1 , It P FIR #1 OR SOUTHERN YELLOW PINE #1. 19 % MAXIMUM MOISTURE CONTENT. i , ----4-----Â·-------~--~iÂ·,1 .7-I-'ll r...,Â·. I . ./ * i - -1 i ~ 1 JÂ·14 / 1 DEAD LOAD 1 X43.7- I i 1 4 /1 \,411 1 I I i...... I g li 1,1 \ 2 ro W \ 343 6, DOUBLE TRUSSES ARE TO BE NAILED TOGETHER WITH Wd @ 12' O.C. H / I EACH SIDE, ALL CHORDS AND WEBS. L_j*O- (APPLY TO BOTTOM CHORDS) , H I I / 41 11 1 t' L 7.-.-.--U -4 1 1 i>~<c lili \/ 11 1 1 1 /1 /1-1 7, TRUSSES ON SITE PRIOR TO,INSTALLATION SHALL BE STORED IN A 'h,| -1 I M VERTICAL POSITION WITH SUPPORT POINTS PROVIDED AT FINAL BEARING 1 k--.: 7 , GIRDER TRUSS I | ~ >~ ~ ~ ~ ~ ~ GIRDER RUSS | w POINTS AND BRACED TO AVOID TIPPING, \ 11 1 11/1 U 1 .1_3.f-_.__ 1 6/,i G O--14=71-4 rfl=1 4 \ D LU p=Â« 1 -A T = 7 = A----1-\ 1 ROOF TRUSS INFORMATIONI 2-3--~L -L-/21 1 h--1-4 REVISIONS 2x6 JACK RAFTERS ~ ~ 2x4 AT 16" o.c. ~| 2*4 AT 16" o. c. ~ 2x6 JACK RAFTERS at 24 o.c. CLOSURE WALL | | CLOSURE WALL - at 24" o.c. 1 11 i a i i A 11 1 11 1 '13 2 5/ 1 1 NOTE! FIELD VERIFY(PRIOR TO SIM N , | CONSTRUCTION) ACTUAL SLOPE(S) NOTES: ~ i~ 1 ~ CRICKET OF EXISTING ROOFS. NEW ROOF 2X4 FLAT BLKG. 0 'X-r-_--71-]r--1--[[------/:\ 60% MAX. STUD WIDTH: - --~r-- 1. BORING OF MORE THAN TWO SUCCESSIVE ~ SLOPES ARE TO MATCH WITH EXISTG, UNSUPPORTED EDGES . 1 ,",0~ ~~ -=- , 0 4'-0* MIN. BTWN. SPUCES , 3 1/4"0 0 2X6 STUDS ~ 2"0 @ 2X4 STUDS DOUBLE STUDS IS NOT PERMITTED. 1 PER PLAN- WHEN E.N. 11 11\.0/ ' ' - 2. NOTCH AND BORING IS NOT TO OCCUR | / ------ IS LESS THAN 4" 0.C. 7 \. 11 11/11\ --- .-I -~-3-3-0-~7~h \ 1 USE 3*4 BLKG-_ : ! h 11/011 11 -N- - (8)16d EACH SIDE OF SPLICE O -- IN THE SAME STUD SECTION. --1 - / A - BOUNDARY NAIL (B.N.) .~-1~./ 2 11 11 \/i. / EXTERIOR WALLS & SHEAR PANELS =Â» 1 B ~ 0 ---il--_--_- ---,/ , 2 1 \'to u / BTWN. SPUCES WIDTH OF STUD MAX. / 91 11 11/ \ --; 1 ~161 0 6" 0.C. ~BLE STUDS I / 1 11 0 6 24,/ 11 1 \ 1 EDGE NAIL (E.N.) M - 1 //' 0*4 - -TYPICAL ALL- STUDS / 2 / g I AL / 51 .-] 1.-.1 \ 1 @ PLYWD. PANEL il-IM 6 -*--I 1 1 60% MAX. STUD WIDTH BORE:---.1 ~-- r 1 1 EDGES ~ 2*4 AT 16" o.c.,./00'~~~l....2 4 0 2x4 AT 16" o.c. / i 1 11 11\Â« 2"0 0 2X4 STUDS I i 9 'v' 1 ..1-1--- -1\\ CLOSURE WALL - 40% OF STUD WIDTH MAX.: CLOSURE WALL 51/ \ LONG DIMENSION OF .9 i X \U 11 11 3 1/4"0 @ 2X6 STUDS | || ~ PLYWD. TO RUN --STUD BELOW EACH TOP PLATE---- ~ | ,/ 1 3/8" WAX. 0 2X4 STUDS D DRAWN BY: T.A.K. PERPENDICULAR 11 11Â«U-- SPLICE L 2 1/8" MAX. 0 2X6 STUDS | 1-1, ~ i ~ 1 1 -lfr _-l CHECKED BY: T.A.K. IMEEâ‚¬Â«Â«-Â·I -~IZZLIZQEâ‚¬92â‚¬-E[p-- --- --,= ... 1 r............... \ I TO JOISTS - 0 \ 11 11/liN STAGGER PLYÂ¥ID. O.C. (TYP.) 5/8" MIN. EDGE DIST.- i -STUDS @ 16" \% --------2-2-11 BUILDING TYPE JOINTS 1 -I ! *1, 11 TYPICAL ALL STUDS -ht NON-BEARING STUDS 0 1 \ .\J H/">3\-\- FIELD NAIL (F.N.) / T \\ KT ' 2*6 JACK RAFTERS ~ ~ ~ ~00 2x6 JACK RAFTERS O ALL INTERMEDIATE 1 -0 1-11 /7 11 111 \L/ ot 24" o.c. CONVERSION MEMBERS u --1-/ - at 24" O.C. NORTH NOTES: 40% MAX. STUD WIDTH BORE: 1 ' PROJECT: 1. PLYWD. NAILING SHALL BE INSPECTED, BY THE N0TE: 1 3/8"0 MAX. 0 2*4 STUDS - L -25% OF STUD WIDTH MAX.: 12- - __-____--__---29 ESTES PARK, CO GOVERNING BUUDING AUTHORITY, PRIOR TO COVERING. iNERIOR & NON-SHEAR WALLS TO HAVE 2 1/4'0 MAX. 0 2X6 STUDS .6 4,/ 7/8" MAX. 0 2X4 STUDS ~ ~~~ ~ DAE: n 2- MIN. PIYE SHT. SIZE SHALL BE 2'-0" X 4'-0" (2)16d ONLY EACH SIDE OF SPUCE 1 3/8" MAX. 0 2*6 STUDS 3. MIN. 3/8" NAILING EDGE DISTANCE. 4. EDGE NAIL (E.N.) 0/ BEAMS AND AROUND ALL ~2_3j SIM OPENINGS. 11/03/99 u EXTERIOR & BEARING STUDS SHEET NUMBER ROOF N AILI NO PLAN 1 TOP PLATE SPLICE 2 NOTCHING OF STUBS 3 ROOF FRAMING PLAN SCALE: 1/4"=1'-0" ~-~ 94Â»3.3 ifi,Ir:jn#\1Â»117Af,w\ Nâ‚¬*. ~ *92*Â§*24\ 910 31ltiOhly 11n99'70 'rW NV-Id DNIIAIVEI3 300*1 96 Lt-L+L - COE 00 'uo;alu!-1 00Â¥@0100 lonns Numn }s03 179Â£9 hI31 N30 A NÂ¥16 414Â«1<KIE<1<]<]<140<3949<] 830310 LDN3-3@d ..1 4'. . .. .~ '1 . ..1. I It , , 4 -215UPELYINSTALITEM-MANUFACTUFLEFL-JODELWO.JEUTELECT.FFS#NSF#UL#trEMAILKS 10421424-4-4-05/5121LEE-Ele.ELIMZL__-_~ 44~tit=*ZiztEEEKIEZ==UZZIELIEIZIEIZEEEZZIZIE~ZZIEEECIE]EiEIUE]EItl~ZEEZEZZIZEZZZIEIDE1 IWESFAC 1 _1__1__-1__.--_L___L_____.____-____112 1-1\ ..41 th 'U' le â€¢ MUr 5INA EX 151 INO CA171!INL.7 1 . . HOT WATER HEATER EXISTING EXISTING ~~E- - - - - 1 . . WALL CLOCK KE-USE EXISTG.-FIELD VFY. NOKTH 92 1 0 o ROLLING STORAGE SYSTEM a OtAWN DY: *AZ 921 1 0 . A A F A REFER TO FLUMBING FLANS . 0 C~4EctED I". 32 3 . . DILY STOKAGE 5HELVING 18" x 54' 6 0 â€¢ DRY STORAGE SHELVING 18" x 36" Bl~0Â»OM 11 '1 0 0 1 â€¢ â€¢ YT â€ž â€ž KT .. CONVEK51O 4 0 . PROF SAFE EXISTING-KE-USE AND/OK KELOCATE AS FEK FLA EXISTING 9 felECT: 4 â€¢ . CA H DKAW K W/ RAC TS KE- E EXISTG. EXISTING 987 ESTES PACK. CO 90 â€¢ â€¢ CASH REGISTER KE-USE EXISTG. FIELD VFY EXI5TING/KELOCATE G CUST. SERVICE 91 8 0 12/0&80 . MONITOR KE-USE EXISTG. WHERE FOSSIBLE 92 â€¢ SAFE REUSE EXISTG./RELOCATE DATE: UVIBED POK ~-110 99 1 â€¢ â€¢ BUNN HOT WATER SYSTEM EXISTG./RELOCATED BUNN MODEL #HlOX . 0 OUNT DUPLEX TO SIDE OF UNIT AWAY FROM WATEK 10-04-99 00 1 o . 10 GAL. BUNN HOT WATEK 5YSTEM 61*EET I<aMell KITCHEN EQUIPMENT SCHEDULE SCALE" 1/4 "=1'-0" K -1.0 - ...Mly/T< Ilig.........IMID.Unlon...........................M.............IM=mnimmm.~~.. 0 Imm.........Ilill ... -: -- ,- P ............g====............. - - 0 .=11 - .am 1,~..I.~mam==mi=~m~m~~=â€¢~=0=0==~IlemgglI~I , 0 .. imul"/8/'llillill'll./2/0.liFFIRQk<Visin38/"mailia'ZinBmill'll'll'll'll'llill'll'llill"Emili~'llill/"EME,&NE......Ill'll'imilmiliz/lill'll'll'll'll'llillill'llilimill/ 11â€¢=-9-In..~m:z=--mimil~ --~~- ~~~~~~~~Iiatii- --ii 1-i . li 61'ZI -, Im~ 1 0-, 6 ~ i W-<dill,lob, 41, 4(,4/Jigil . . S.im,1 Wim/..0//In//0/932*3Â¤1a~1~~~Ill'WEER"'ll'll...........................E!2*1 Â¢-. ~-=- MER./.Al...IN/@.0/.A~/~li~EMWI'll//ill'll'll/ --Elial--~Win 1/iielmel R 4. CE, Vwl/Fl..........Al.........8 .: Emp."IMMinima/mmig"mE"/amjew..........EÂ£/MI.....Ililin..............................EAN, -10 9/9.m.."2."...Ill//Immirr#/al/./..................Illill./.Ill":imigm'ile/"I'll'll'llillillill"lill/Ze/al"lill'llillugunalia,zl~ Ele/ -1-=i-I - 11......11 illillillillilliAl 93 3-Z~ Il .11.,/Alligilglli:,M...~ E!*92 ....................................1 e!28MEMME__ Gim.,13=33â€¢3==i3.v:-iIl~Il~ m- i..EE.0.1 -------- -- ~11 e el miwi-3-Ill jjilijâ€¢ . ~mI*123*i..,1=0~----I~m A~I=-IIQ.~0~: 023~ - .....7.-1 ........ 08 -~ M~~ IME<f~IME,330,3~m*1~Na~ a,AIBIi l~ m #m"/I'll"'ll/0/1/imi"KIENRENIMIN"'/Ill////Il/ ...../........./..............././../......Ii././..........................."... .~0 .Ililll/MAILiliMMill 48, Illilillillillillillillillillilillill . 1*LVM,i,m*41 e - LL imit#bAGJIB dir-. .:tz~'lifi-'i.Lit-/~I EN---)@3i2m=i*Â¤.~. 0--/El-=mi-i~Â¤i~ â€¢ . O 4301 .e, # 456 .Zflim'61/0/1,â€¢Iâ€¢11"14.2. 0 . 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Mi.........Milmill-=lill== ................................./......".....ilimil.................."Mia ...@A imil..................... , , - - - 0 ~ ~ Izlili*Ili~1dMi2llo121@~21418%4,*1 ~ ~~~ mIR----1...~ -----1~am~3~imi~M -1-9,1.-1.'mJ,I-,1,1,~-1y-.il.itnli~r/'I -Iâ€¢Illl;i,VIMBI-liFJI:1&101220172101~~1;Ill 211.........8/"/EME'Ell//3/EMI/Ell'll/'ll'll'll'll'll..........................Inlan'll'll'll'll//Bal A Â· ...... dillifllillillillillillillillillillifillilplllfil â€žI- " '. ---I-~1 ~ 1.- - ~ 9-22=1 al-- ...... 2/2-7--1.=.1/.1@1=3~ ---I-~ma 'Al~~ 'AMII "-- ...... 1 ~ FAVI- fAV~~ 220-Bll--00....0~. . ............................... imz,Elll~ m.m! al-- 2 x SHAPED CONT. , BLOCKING (MATCH W/EXISTG.) 27 0- 32â‚¬ METAL CAF FLA5HING TO MATCH EXISTING. PRIME AND FAINT TO MATCH EXISTING COLOKS ETC. T.O. FAKAFET - Iti ME SHAKE SHINGLES TO MATCH EXISTING 2 x 4 BLOCK]NG AS KEQ'D. EL. = 16'5" OVEK 30# KOOFING FAFEK ON 1/2" EXT. i - 2 x 6 FIESSUKE TTEATED FAKAFET -------6 W FLY. OK 7/16" 0.5.B. ON HIF KOOF TIE U5585 ~ WALL STUDS AT 16" O.C. MATCH CONSTEUCTION - MATCH CONSTRUCTION WITH EXISTING T WITH EXISTING. 12 (FIELD VFY. ALL KOOF CONDITIONe FILIOK TO " / M:cMeet Jam~~~ BUILT-IN KOOF MEMBRANE W/CAP SHEET ~7 (FIELD VFY.) NEW CONSTRUCTION) 1< 4-1 cassult 1 OVEK 1/2" EXT. FLY. (MEMBRANE TO MATCH 20 ~ \ 0-2625 / EXISTG.) 6NNâ‚¬ls/< 1 -30 F.G. INeULATION BATTS K-30 FIBEKGLASS INSULATION AT FAKAFET WALL (TYF.) /- BATTS (TYF. AT KOOF LOCATIONS) L ~~<itgzg0 5/8" EXT. FLY. DECK]NG/OK VIATCH W/EXIST. >7 -TO-KQQEPEÂ¢15- ----- ~ 1-30 F.G. INSULATION BATTS '~0/ 17*97 EL. = 12'1" (FIELD VFY.) - (MATCH WITH EXISTING) 7 1/1/ 9 . 2 x BLOCKING IN BETWEEN KAFTEKS (TY F.) 21 2 x 12 FKESSUKE TTEATED SUB FASCIA (TYP.) +1 3 E 41 22 -- ------ - - - 2/12 3 T.O.fLATE EL= 10'1" (EELD VFY.0 0 WhOR '1, SEE 5TRUCTUKAL REGARDING: Â«b N Tr- \ EL. = 9'6' , 4 91-t- ---1---I----- -Im# 5.0. SOFF]T 0 2-691 u 1%9% TRUSSES (TO WIATCH WITH EX!5TING ~ 111'X'-!... TKU55 HT. AND DEPTH ) TO BE FIELD >e=< 1xa FRESSUKE TREATED WOOD TOM : 0-9 EE u u . VEKIFIED, (TYF,) \ . ~ \ PAINT TO IvIATCH EXISTING 1 x 12 FIEEMUKE TREATED WOOD FASCIA 0 EXJST. CLG. \ SUSPENDED ACOU5TICAL CEILING TILES. 1 >KED \ FAINT TO MATCH EXISTING . STOF TILES AT WALK-!N COOLER/FREEZEK 1 ><3 LOCATIONS FOR ACCESS TO TOF OF WALK-IN 1 ?.e 3/81' A.C. SOFFIT W/CONTINUOUS 6OFFIT EQUIFMENT ETC. (TYF.) 1 Â«:2.-2 i - VENT. PAINT AND CONSTRUCT TO MATCH R IN EXISTING. EXIST. NO 29 < ~ OUTLINE OF WALK-IN COOLER Ine KITCHEN ~Â£ 1 1 re / w/~1 AND WALK-IN FKEEZEK, IfED \ Elf.5. OVEK 1/2" EXT. FLY. OK 7/16" O.5.13. 1 :NED ON 2*6 FIESSUKE TREATED STUDS AT 16" O.C. ,- Ui 1 f-= 30 1 1 2 1 1 i F ~7 (TYF.) Z> W < \1 t 1 .3 iz Â«C- 1 5/8" GYF. BD. /1 ke< 121 - 1 95 - 4/ 15 0 1 INTEKIOK SIDE OF Z In E L ~-- REI/'9VE EXISTING E.I,F.5. AND KOCIK sToPS (TYP.) i WAINSCOATING TH]5 WALL AND KEFLACE ZO 001 9 2** ) 4028-ix, 1 WITH 5/8" GYF. BP. ATTACH F.K.F. OVEK GYF ,>e ' BOA<D. (TYFU) i O u I I 1 1 E al O t- 1 1 1 1 143' 1 KOCK WAINSCOATING TO MATCH gw o 1 1 1 1 1 EXISTING IN BOTH COLOK AND 52*~ ~ EXISTING INSULATION TO KEMAIN 1 fED: J 5TYLE (TYF.) J In KEMOVE 2" OF STEMWA* AT NEW 2 1 --iN T.O. @LAD I DOOK OPENINGS AND F]L~ W/CONC. FOR . 1 - A 1 Â»-* FLUSH ALIGNMENT W/EXISTING FLOOK 1 - 1 EL. = O'0" WR *II EXISTING SLAB AND FOUNDATION. FIELD VEKIFY 6 41 < - CONDITION AND CONSTRUCTION FOOK TO CONSTRUCTING 6" x 4" KOCK LEDGE h- 4, 3 1 NEW SLAB AND FOUNDATION. (TYF.) ~~~..._~ (TY F.) / /Â¥151- FLE: STRUCTURAL FOK FOUNDATION ,~ ANC) FOOTING DETAIL5 AND NOTES. (TY F.) 5UILPING SECTION 55 SCALE: 3/4" = 1'-0" .a 21 0/"VN SY: iNF CHECKED GY: OUILD,NG TYFE KT CONVEKSION ImiECT, EBTES PAKK. CO. DATE: 10/04/99 OHEET ~AGEK A-5,1 GENERAL CONSTRUCTION NOTES hitects 2323230 99%42% N 339 11Â¥M/901189 3 1139 03Â¥ 4, LINE(5) OF EX15TING MENU BOAED HATCHED AKEA KEPIESENTS AND CLOSET. (RE: SHEET A-1.0 DEMO EXISTING SOFFIT NEW FULL HT. WALL CONSâ„¢UCTION PLAN) r 9*02" (BEYOND) (KE: SHEET A-1.0) 1 .433 1 1 11 14(m 1 11 1 1 1 1 I llize-Ill-1 P-2-1 j p3 216=0 1 Ill : 42- VEKIFY EX[5TING CEILING/SOFFIT EXISTING SOFFIT CONDITION5 IN FIELD. KEFAIR AND | | | ~ ~' ~ 419*M : 41>3* TO KE~,~INITHIS LOCAT]ON | 0lt KEPLACE MATERIALS A5 ltEQUIKED. ~ ~ ~ OUTLET FOR NOT IATER KEFAilt ANDFATCH AS REQUIKED L 1. ~SySTEM AT 60- AFF It,(1 919 -----i---I--------i----- AFTER NEW CONSTKUCTION/WALL DASHED LINE INDICATES EXISTING Â· -~ |--- --1|| ,Â·Tx Ve N 15 INSTALLEDAND OK FINISHED ~ ~ ~ ~ ~ 6 1,4<*> - 4-1Â«1 COUNTEKTOF SECTION TO BE REMOVED. 1 1 1 am) Â£Â§88> - Qi' 1 1 (KE: SHEET A-1 DEMO FLAN) - 1- 49813 40 OLOR 990 930 U.-2-14/ < Ll '' WZI MATCH/KEPAIK EXISTING MILLWOKK AS KEQUIKED POK NEW LENGTH. (KE: | | , 9. SHEET A-1.0 FOK DIMENSIONS) :ic ael James 4 Cassutt C-2665 EXISTING LOW WALL <TED'Lfie 1, 41 f</4,4. TO REMAIN AS-IS - 901 U e 0. L3 fi351 rEl <31 r3-1 03 +1 GE â‚¬220 mui T VAT - T Â¥ SCALE: 1/2,1 = 11-oIl T VAT -V SCALE: 1/2" = 1'-0" atES U /:9 LINE OF EXISTING SOFFIT TO BE REMOVED FLU I-- FOK NEW EQUIPMENT PLACEMENT.PATCH s 1 388 AND KEFAIK REMAINING CEILING AD IEEQUIKED. h - 1 04 0, 991 931 W Z LU U 991 j J J 931 .3 3 0 0 990 443 Z In C.0 4/4 CJ 0 CJ CJ 0 0 11 0 0 199 ZL3 337 40 co O o I I 0 1 7 5 F=2==! 5 -mr 18--0--1 ' 0 r -CI -1 1- -0-- -1 , 1 - 11 40 110 4:* 1 i 7 n i t~L---ll------ / 461 ~ D V OD D ''# ~5 C~==:==1 I lili -1---11 1 egb , 1 1-----------11 11 < 0 / / 1 -1 1 1 11 / 3 -------1 = 413 1 1 /\1 1 1 \Ul IL__-- J =1 Ul re 0 R azO I m = ~ Lu , , 1-3-1 . 1-71 tr (fi S t- m J W KEVISONS - SCALE:.1/2" = 1'-0" . N. V 1 -K HN SCALE: 1/2" = 1'-0" 124*80 CHITECT 4 . 4, 1 l. *>lf' 1[1 <*16=11,1 7 PE]F=1 || 1-11 11 LÂ°J ~ ....- .. lial Il M li ~ il ir--I '~ 413 - . a *P I r---~--7 L__1 51 0 ' DKAWN F: .P ri==w==n.1,<* 0 IL--1[--1 4Â© 00 CHECKED BY: = ~ ,+ WII ILD'UM 00 40 ~ . 1<T CONVEKSION PKOJECT: LAm# m ~ ESTES PARK. COLOKADO REI M . nfl 171 DATE: 10/0'wes SHEET .10.10â‚¬1 5. INT. ELEVATION-KITCHEN. 1-LINE SCALE: 1/2" = 1'-0" 6. INT. ELEVATION-COOK LINE SCALE: 1/2" = 1'-0" 7. INT. ELEVATION-DISHWA5HING SCALE: 1/2" = 1'-0" A-6.0 =d 9.89-QLL ('3AY NO 19 3AN03 1139 00Â¥2[0100 ')! 3Â¥2 9319 39Â¥11IA 31NV 4'14,,A n | /EQOF YLâ€¢10411 ..11 - <321> 4* 1 - 44&/1-[-*2'452Â¥ F -1.- 0 0 0 c*kv'~ li/f->y~Â¥.1 0-0 / itch el JarnesF i 0 ~~ o 1 1 1 1 1 11 L ~-7 ~' Cassutt j * 1 0-2665 / / 00 00 = Â¤ . I A-= - 3 1 ----I . ~-3 0.00 00.0 ..Ir<m 434(3 L_/ 1-J 9 * u L ~3 1 - . @ &@ 4 0 - -7 0* ES Eg ED Â· LS 1 21 < 31 +1 SE 2 1111 1. INT. ELEVATION-OFFICE 5CALE: 1/2" = 1'-0" 2. INT. ELEVATION-KEAK COOKING LINE SCALE: 1/2" = 1'-0" U :121 Â·3 BRR log EE 1 * 282 at LU n k U.i Z> U-1 < UZ 15 0 n ZIn 10 01 r al . 0000 EurI:5 |CAKBONIZER| < WITAL< pER. 41Aw...FACT</LE fnagr 7/eoty.8. r 4.090 â‚¬ A A/NET 7-1 7.2 YENT c.*en....4( El u -1 4 82 OW ds O >05.-'U 90-14-12 u.1_15.302 ald>->-. SE 11 11 11 F-9 0Â«119*,A MozI61 Cu< Ditii 1-*1 7$2 if):3111 *Â¥151[Â»6 3. INT. ELEVATION-WALK-IN COOLEK/FKEEZEK SCALE: 1/2" = 1%0" i .8 -1 DKAWN BY: t.lp CHECKED DY: OUILPING TYPE KT CONVEKSION PKOJECT: ESTES PACK. COLOKADO PATE: 10/04/99 8HEET NUMBER A-6.1 r D ..P - 36 14 ~Â·.4 1 1 ' i.Â·:..:Â·f ,jhlur4UÂ·1~0 jiwoill! CEILING FIXTUKE LEGEND KEFLECTED CEILING DETAILS CEILING FINISH KEYS 5USFENDED CEILING TILE: ADD FLUOKESCENT LIGHT FIXTURES IZEFALCE AND OK INSTALL CEILING TILES AT .Al MATCH TO EXISTING SU5FENDED CEILING TILE IN KITCHEN IN LOCATION OF KEMOVED COOLEK AS - LOCATION OF EXI5TING WALK-!N COOLEK, (2) 1/4" x 1" LAG COLOK: WHITE KEQUIKED FOK SUFFICIENT TASK LIGHTING AFTEK COOLEK HAS BEEN MOVED TO NEW BOLTS INTO EA. TRUSS CONCE,rfltIC DPFU5Elt Â®T U5ED THIS nAN) F.T. 2x BRACE OK LIGHT GAUGE & (2) 1/4" x 2" INTHIS AKEA. LOCATION (KE: A-1.0 WALL PIM FLAN). METAL FRAMING O 48" O.C. ---~7 ~ M.B. TO TOP PLATE CEILING TILES AND GILIC) TO ALIGN WITH Z BOTTOM CHOKP EXISTING GRIP AND TILES. (TYF.) 0 NtÂ«/ ~ @3 oF â„¢uss FIELD VEKIFY. - F.T. 2*6 PLATE OK LIGHT GAUGE METAL FRAMING W/ 51MFSON J 11 u 11 11 10\ 0 NEW 2' x 4' VINYL FACED *35 SCKEWED TO EA. TRUSS 1 SUSFENDED ACOUST[CAL ' 2-CÂ»'4'Â·0' - 00 FLOUKE5CENT UGHT ~ ELEC. PANELS 41 CEILING TILES. FIXTUKE F.T. 2*6 PLATE OK LIGHT GAUGE ~ ~ 4 ,â‚¬OF 21Â£ 004.-42 IME'TAI. FRAMING O 16" O.C. 1 ~ E - NEWSUKFACE MOUNT 1' x 4 eNGUMWN . f - FLUOKESCENT LIGHT FIXTURE 1 -U.t - \+1 -8 [-- â‚¬ - NEW KECESSED 2' x 4' FLUOKESCENT 1 - _ L -4F-- 1 1 1 #-A Alichile! James~~1 < >r i Cassutt HVAC KETUINGULE E- MENU BOARD ~ ~ _ ~_~__~ 0 1=Am== N 3_-_ K (23 LIGHT FIXTUKES. (TYF. ) \ C-2665 KEÂ· blECH/ELEC FLAN5 FOK LOCATIONS) , FEF OVEK t 1/2" FLYWD. EXHAUST HOOD .4<414(P An'*90 1/2" FLYWOOD ( ~ 1/2" CEMENT 60. | (NEW) r.-- 4 2=V--U FKF EDGE MOLD -- ,[//l/// ////////////////////// ///////////t/////////////7/////, HVAC St/FLY DUCT KEÂ· WECH. ELEC PLANS FOR CEILING GKIC) DOES NOT EXTEND U LOCATION AND REQUIKEMENTS liz. / 0 ~ ~- REFAIL AND OK KEFLACE GRID FREEZEK LOCATIONS. (TYF.) OVEK WALK-IN COOLER/ SYSTEM AND CEILING TILES - =I....fillillu+ ~.~6-I -= 2'-C'*2'-0Â· :-7- 0. WHERE EITHER NEW WALLS HAVE - La ~ 40~.4'(702 BEEN ADDED OK EXISTING WALLS <* f 1 FLOUKESCENT LIGHT HAVE BEEN KEMOVED AND OK KE AXTUKE WITH PAKA80110 CLG. SECTION AT MENU B[). LOCATED (TYF.) NEWSUIEFACE MOUNT 10 x 4' ~ ~ LENS NOT U5EO) r- -- FLUOKESCENT LIGHT FIXTURE , 12Â£~ 13 . 2001 EXHAUST FAN GE]LUE 121 10/--9 u:95, f, l 1 (EnsTG. AELD VFY. AND LOCATE) 1 31 0 e 160 r(601.-- /.-Ci) ,<k= 5FEAKEt (EXBTG. FIELD VFY. AND LOCATE) EXHAUST HOOD 01 f (EXISTING) '05 WOKITOK (EXISTG CELOCATE J~ FEE K -1 EQUIP. MAN (FIELD VEKIFY 00 1 1 2 C- 2 8(15TO. LOCATIONS) 1' -0"-- 7 E)Or LIGHT (CEILING K- -3 . L--7/ --- .7 MOUNTED) (EXISTO) aaÂ«Â»330 MENDANT UGHT FUTUKE NOT U5ED THIS MAN , W n KECEMED UGHT FC(TUKEÂ· NOT USED TH15 PLAN %- 1.J ,=====1 EXTEEIDE LIGHT FXTUCE (EXISTG FIELD Â¥EKIFY LOCATIONS) Z > SMOKE PETECTOK - EXISTING 1 -1 r- <6 --- -- ~0 8% (FIELD VETIFY LOCAnONV i 1 Lo OSETi i I *z 112 EXTRIOEDOWNLIGHT , 1 [1 -~ ' pl ~0 L#O EXTEÂ£101 Ur/DOWN UGHT < (58 222 REFAIK AND OK KEFLACE EXIST NG / SOFFIT AND GYF. BE). CEILING THIS/ g 111 lf) %-- ~ -1 11 2.1 /f 1 -7 Wea AREA WHERE NEW WALLS HAVE J> BEEN ADDED OE EXISTING WALLB HAVE BEEN KEMOVED AND OK KE U.1 25 SEO | LOCATED (TYF.) U U sv CJ] C.C.T.V. CAMEKA 1 /3, - 1 GJ J r (r , 41-0 WJ - FLOUKESCENT LIGHT h LU > 1 1 9 GJ >- >1 30 Wk FUCTUKE F E-r-1 u-0 " W 6 6 VitB (DELLI - - GENERAL NOTES KEY NOTES - SUSPENDED CEILING ~3 CEILING (3KID STAKTING POINT. 1. TKIMI: INSTALL EDGE MOLDING AT INTERSECTION OF CEILING AND VEKTICAL SURFACES, USING LONGEST FKACTICAL LENGTHS. MITEK CORNERS. PROVIDE EDGE CD EXHAUST HOOD (EXISTING) MOLDINGS AT JUNCTIONS WITH OTHEK INTEKKUPTIONS. 2. ACOUSTICAL FANEL INSTALLATION: INSTALL ACOUSTICAL FANELS WITH EDGES IN 1Â© EXHAUST HOOD (NEW) - CLOSE CONTACT WITH METAL SUPPORTS AND IN TRUE ALIGNMENT. 3. VARIATIONS FKOM FLAT AND LEVEL SUKFACE: 1/8-INCH IN 10 FEET. ~ WATEK HEATEK FLU. (EXISTING) FIELD yEKIFY 4. VARIATION FROM FLUMB OF GIEID MEMBERS: AS CAUSED BY ECCENTKIC LOADS, CÂ© (02 LINE FOK DILINK SYSTEM - OWNER FUKNISHED AND CONTILACTOK INSTALLED. (EXISTING/KELOCATED) TWO DEGKEES MAXIMUM. 5. INSTALL SYSTEM AFTEK MAJOR ABOVE-CEILING WORK IS COMPLETE. COOKD[NATE CÂ© NON-INSULATED BUNDLED SYKUP LINES FOK PKINK 5Y5TEM. OWNER FURNISHED (EXISTING/RELOCATED) LOCATIONS OF HANGEKS WITH RELATED WORK. 6. SEE SPECIFICATION SECTION 09510 ACOUST[CAL CEILING FANELS FOK ADDITIONAL INFOKMATION. ~ INSULATED BUNDLED 5YKUP LINES FOK PKINK SYSTEM. OWNEK FURNISHED AND =~1 J- Mu*wm /u GYPSUM BOARD CEILING CONTRACTOR INSTALLED. (EXISTING/KELOCATED) : __~~1 IL CHECKED DY: 1. GYPSUM BOARD TYPE SAWE AS INDICATED ON SHEET Al FLOOK FLAN. 2. ACOUSTICAL 5EALANT: APPLY TO GYPSUM BOARD FANELS AS INDICATED IN BULING â„¢rE SPECIFICATION SECTION 09250 GYPSUM BOARD. , + 3. GYPSUM BOARD FINISHING AND DECOKATING: SEE SPECIFICATION SECTION 09250 GYPSUM BOARD. CONVEKSION ---- PMJECT: 7 ESTES FACK. CO PATE: ZIEVmED FOE reA-NG 10-04-99 IHEET INBEt REFLECTED CEILING FLAN DETAILS, LEGEND AND NOTES REFLECTED CEILING FLAN SCALE" 1/4 "=1'-0" A3.0 0 8 0 @ 00Â® 9 60 (e .*/1 9,3 0 ')121Â¥J 93 KEYED NOTES /h rg-1 r~ Nf-9/ 1 1-El , -A --i i.a ~-~ EXISTING STOKEFKONT TO KEMAIN ~ NEW KOCK WAINSCOT TO MATCH EXISTING '~ Lo- ~ SOUTH ELEVATION EAST ELEVATION F7---- FIELD VEKIFY EXISTING KOOF 51-OF KOOF SLOPE A55UMED AT 7:12. AL ROOF SLOFES AKE TO BE THE SAh (TYF.) NEW SWITCH-GEAR (BEYOND) #F ITEQUIKED ~ (RE: ELEC. FLANS) WEST ELEVATION EXISTING L-NEW 5EKVICE -- EXISTING 4' 4" ~ t: L. U -U 10/04/99 11 ELECTRIC 5WITCH- EXIT DOOK ..ET .... METER GEAK (IF KEQ'D. KE: ELEC PLANS) A-4,0 NOKTH ELEVATION SCALE: 3/16"=1'-0" 3. KOOF 5ECTION AT DRIVE-THKU SCALE: 1/2"=1'-0" PPTF Pppp I. . - . 0 -......ap....A 8 .ZA -.-4 Â£- - Â¤ . - .- 9 0. d . Illitelizierf~3r:jB~lill .: 0 . ... .. m ./ .. - . 0 . , P - ~a....m#=50$$5::lirMilill il::I::~i:::::i~i~:~i~i::::::::::~.:i:Ii.=/ )]E. 9 - 8 0 .0 - --~-~ -. ~-~ -0. 0 - . m 0 - , . m , --li .=0=02 'PrfjimM'Ii4iliiiiiiiii='11illillilfillillin ift16 . . 0 ,-1.:lill'll'll'll"Im..1 ....~~ 00 0 - lilliallillilillivid'~2/I'< . 0 , .. a,g; -i=.i~- k[WIA I â€¢ igir-- . I .fill/Fill/3//3,/322""6/ li ***EMATE'*4~,ili~ d -li-.'i. *11-1 2'8Â£'Ra.'al.'al-B---IRâ€¢i aâ€¢,a,â€¢A'R"R"Reg'94'=.'li 1626"InGER,q'sa f '95 #Jilf//51agaivt ..Id///1 MiDDE,rd:di:,tiuMâ€¢=Miii .=Zo=â€¢Rrimmi=8153â€¢alinmi , - .:. . 0. . -Al/0131*'1'1-----i .9""Ze/N . . . m Ir--1. ..: -,0~ 0. 0 0. L 9 1.lill - '0 .i~# 0.- A -A'-6 V -- I P al , . 1." - . .. -50$0$$0Nh. I-~-4~~~C~~,~~~~~~~~~j~i#*lc=======I.vi=-4.ir -r:~Cp$- - .11 . 1.~ ' . .1. p . .. - -- I 1.16 ilillimil:*.il:61:1:1'W//11.:/m.ililill/:~i,lillil:p7i.,6../ilill"./.Illi~./.696===~2% . 0 0 0. 0 - . - 0 . 1-141 0. . .N: . 0 .. ................"54./09""./.Al . P I"Ilt".... --i......I----m..I-li ili Â£*F212 .e- - . D . 0 . 91.....=, , I . P -v ..1 Illillilliti:twi ~~mi~ . 0. . .-0.- 9:lij:Of#91'F/alliditilific,/i:iI#21/ki,dif# wil~jillri~fkwiliti,1Â£=Flisit/,2~:-0,~ ~~~~~~ . I . . 0 â€¢1-/â€¢1-fid*.%*..114,1-Wid*.=M.:ihk*.=M.:-i#-4.-Elâ€¢ttam#*a -â€¢â€¢ 1.*iMPE*:=*2*=id=ifte:ft..2,difi:uirs,1,21:el,2,0211: : 1 00 . .. . 0.-0. . . \ .. . 4 /9. I . - I 0 . ... r'- - --0 ' ..:.- 0 , .*6-6-76-=--6=-=6-*-*-6-* i-*-6--JV/AP;Wa- . 00 P g , I ~Â« - -,9 -I . .. ... -m---I--In'll...Ill.-- . â‚¬-531 ,=19, A~ 9 -ilix . . - - p 1-=1~ 1.1-- al-- :2*,2 .4.'â€¢=jâ€¢-0â€¢~â€¢ye.u*â€¢u:taâ€¢=Mileâ€¢=9.19:1'62. .1-- 2,2 ...2.Ws.ele/.2.ele'Es..2*sae:d s..a:,Kd/ . ... 0 . . 0 1 mil - 0 - .0 .--~~-I.*. ....... -- Z//N*99*90*WWÂ»22*Ablbww 'P,Apbvib 'bibibvbibblb / -0. . a A//4 -9.-- 4/' al--- ilm ........ . 5-Â¥,1 9 V m.~ . -1--1 .IM: 1/ligu'.:I'll=.Elil:~ill ...........===. al-- .. mil- .-- - . I 0 :, glmillillillill - ....................1./..................11/.......1..........ill .0 . 0 1/- - 9 ,-- . ~~aer"~3 /.21:~,Trp414Zilillmil .u=.ut.= . . -0.:m=im 21:21,2 .: .~ .=â€ž!"mâ€žM,/Ill - . PROVIDE METAL PKIF CAF AS KEQ'D. MATCH TO EXISTING (FIELD VFY.) - .8 q 2 x 4 CONT. SHAPED BLOCKING ~ aÂ» GALI. METAL PKIF CAF (TYF.) le- /1 /1-FAINT TO MATCH EXISTG. T.O. FAKAFET - SHAKE SHINGLES OVEK 30# KOOFING PAPER ON 1/2' EXT. FLY. OK 7/16" 0.5.8. o EL. = 16'5" 1 r 5/8" EXT. FIZE55UKE TREATED FLY. 1 ON H]F KAFTEKS AT 2'0" 0.6. SHINGLES 8 4 TO MATCH WITH EXISTING. M & 2 x 6 FRESSUKE TREATED FAKAFET AT KOOF DECK ATTACHED TO TICUSSE5 BELOW. (TYF.) . 3% WALL STUDS AT 16" O.C. p 2 & 't 't. Â£ 1 (FIELD VFY. W/EXIST(3.) Â¢< BUILT-IN KOOF MEMBEANE W/CAF SHEET >L VE (FIELD VFY. W/EXISTG.) 12 ~ OVEK 1/2" EXT. FLY. OK 7/le" 0.5.5. (TYP.) ;20 12 (KOOF MEMBKANE TO MATCH EXISTING) 7 ~$ JACK TRU55 r. </~FielimmigfdÂ£'i K-30 FIBEKGLABS INSULATION JACK TRUSS E~ K-19 FIBEK GLASS INGUL. BATTS //ZyX. A \A A>haA, 1 \ BATTS IN KOOF AND KOOF DECK ChÂ¢ AT FAKAFET WALLS (PrF.) Wi -V. -,E U J AREA K-30 FIBER GLA55 INSUL. BATTS #73 ~*~ Cassutti=*~1 2 x BLOCKING BETWEEN KOOF â‚¬ AT KOOF DECK 41 - - ----------- - 7 Micheel Jamesl â€¢ \ \ C.2645- /, + ~ KAFTEKS. (31KDEK TKU55 GIKDEK TKUSS T.O. KOOF DECK _c-A 4940Â» 1 (KE: STRUCTUKAL DWGS.) 1~ ECEd MfeIZEZfWIZ&Â£8@UNaa? i (KE: STRUCTURAL DWGS.) - EL. = 12'1" (FIELD VFY.) --~- tikk-upwi:'A. ' 1 P 1 x 6 FIESSUKE TREATED WOOD /1 0 2 0 TKIM. PAINT TO MATCH EXISTING ~ LE T.0. PLATE EL. - 10'7" *~\1 - - - - - -Â»LE VEY-TO ~ATCH-EX45fÂ« - ~~ 2 1 x 12 FRESSUKE TREATED WOOD Cl 0 21 FASCIA. PAINT TO MATCH EXIST. pr,L. 2*6 TOF ' - - - - - -- - - - - ---- -~ B.O. KOOF DECK EL. = 9'6" +1 E 2 x FILESSUKE TREATED SUB FASCIA 74 PLATE (TYP.) 0 2 x BLKG. 0 24" O.C. . 4.- 11011 0 itu- 1 (TYF.) \ 3.0.5USF. CLG. 0 bhoer) u u u u u a.'<2 --t-------- - ~ .2 â‚¬ O Z U (TYF.) & /1 02 - EL. -8'4" (FIE~.Pyl:Y,) I ~j ~261 83 9% .28/EN re , 3/8" A.C. FLY. SOFFIT * - 1 2 1 08 -------------n r------------------~ 2â‚¬ CONTINUOUS SOFFIT SUSFENDED ACOUSTICAL :21 2,88 FAINT TO MATCH EX15T. CEILING TILES WHEKE KEQ'D. ~ i i , 02 > 24 1 1 VENT (TYF.) 3/4" E.I.F.5. OVEK + i 3% 1/2" EXTEKIOK FLY. FE 1 1 1 1 E.I.F.5. OVER 1/2"EXT. FLY. 1 1 1 OK 7/16" 0.513. ON FE - 5/8" GYF. FD. (TYF.) 1 1 1 1 he OK 7/16" 0.5.5. ON 2xe FIESSUKE - 2xe FIESSUKE TREATED 1 1 1 29 1 TREATED STUDS AT 16" 0,C. (TYF,) STUDS AT 16" O.6. i < ENTKY OFENINGS S 1 1 (BEYOND) ILE: STEUCTURAL PEAWIN(35 i I i I 1 1 FOK HEADER SIZE AND DETAU 1 1 1-19 FIBERGLA55 IN5ULATION .lk<2 BATTS AT WALLS (Pr'F.) nt 1 1 1 1 >3>< 1 1 1 1 b<1 1 1 \ 1 1 1 1 KOCK WAINSCOAT TO MATCH WITH i i T,0, ROCK WAINSCOAT i 1 1 1 1 ~ - -4.---- -- I - ~ --- --- EXISTING (TYF.) -n>/ 113=1 1 1 1 1 1 \1 FE i c 3 -1- I EL. = 2'6" 1 1 1 1 L A / ' 0< 1 1 KOCK WAINSCOAT TO MATCH 40 Z 1 1 1 e L 1 1 , 1/2" EXPANSION JOINT : ZO 1% i ' ' THAT OF EXISTING. (TYF.) O 65 I ~ 1 02 / l.12(73 4" CONC. SLAB i i 1 1 1. 4" x 6" KOCK LEDGE IN / KE: STRUCTURAL FOR DETAILS \1 1 1 i= 02 u ,- 4% U W /1 1 1 9/ AND REINFORCEMENT KEQ'hANTS. /1 1 1 :31 Â» 1 1 -* / - - - -- - -- - T.0.5LAB 1---*-1-- - 4 %%*t 1 EL.= O'0" KE: STKUCTUKAL PLANS FOK FOUNDATION AND FOOTING - - - 1111!11111,1111,1-- - liT. 1- DETAILS. 1 -~ *Â¥15106 A I a BUILDING SECTION AA SCALE: 3/4" = 1'-0" r 11 5/8" GYF. BD. ON - - 2*8 WALL STUDS AT 16" O.C. INTERIOR SIDE OF _~ STU[)5 (TYF.) >22 < 1/2" EXT. FLY. SHEATHING OK 7/16" 0.5.5. OVEK WALL 5TUDS (rrr.) - 3/4" Elf.5. OVEK EXT. SHEATHING INSTALL A5 FEK MGFGKS' KEC0MMENDATI0N5 1-19 F.G. INSULATION ~ ~ ~ BATTS AT ALL EXTEKIOK - ---* 2 x 6 SET-IN CONT. BLOCKING CHECKED BY: WALL5 (TYF.) BULDING M GALV. METAL SILL CAF ~44 ~FAINT TO MATCH WITH EXISTG. (FIELD VFY.) ROCK WAINSCOAT TO MATCH / /\ EXISTING. CONvEKNON PROJECT. ESTES FAKK. CO. 41 DATE: 10/04/99 SHEET ~AGER 1. DETAIL AT KOCK SILL N.T.5. A-5.0 <DI""1 9 020'm%9 3 1139 00Â¥1 IdÂ«33332 4 131N30 9141.1.10 Â¥11IA *31NÂ¥lg (*3AV NOGJ01 , 'AMH 'G'n 00V70103 '1~IÂ¥â€¢I 93193 1Â¥M/Doling Lum > 1 KEY NOTES! CD ~ REAAOVE AND/OK KELOCATE EXISTING CAWNET/COUNTER ~3 REMOVE EXISTING EXTEKIOK MATEKIALS THIS ~KEMOVE EXISTING LOW WALL AND COUNTEK AND BEVEKAGE EQUIPMENT AS FEK FLOOR AND EQUIF. LOCATION AND KEFIN[SH AB FEK FINISH NOTE5 RELOCATE HAND SINK AS FEK NEW KITCHEN PLANS AND BUILDING SECTIONS SHEETS A-1.0 AND A5.0 y 4' 0 " 32' 8 5/8" EQUIF. FLAN SHEET K-1.0 CÂ© KEWOVE EXISTING FULL HT. WALLS THIS ' ' . C* KEMOVE EXISTING EXTEKIOK ARCHES Â·Â· ' EXISTG. ' EX[STG. (FIELD yFY.) ~ KEMOVE EXISTING EXTEKIOK WING WALLS AKEA. AND REBUILD AS FEK ELEVATIONS AND ''' KEBUILD AB FEK FLOOR FLAW ~ILEMOVE EXISTING EQUIFMENT THESE AREAS 5ECTIONS ON SHEETS A#.0, A5.0, AND A5.1 "%2\ - EXISTG. ELECTKICAL METERS/PANELS '42=9' <Â© REMOVE DOUBLE SWING POOK AND PARTIAL RELOCATE AND OK REPLACE WITH NEW EQUIPMENT r--17.fl'.),0........................1 12.10938 ~ 7 31/2" 7 BASE CANNKET/COUNTER TOF THIS AREA. AS FEE KITCHEN EQUIP. PLAN SHEET K-1.0 11[ZLEINGGREAETRAPTO BE ABANDON~ ' ' 16' B " REBUILD AS FEE FLOOR PLAN ~ FILOVIDE NEW OPENINGS .N EXISTING EXTEKIOK ~JE>KE-LOCATE EXISTING KOOF DKAIN. 3'101/2" , / I ~ KELOCATE EXIISTING CASH KEGISTEK AS FEK WALL AS FEE NEW WALL PlvIENSION FLAN THIS SHEET. SEE WALL PIM FLAN FOK NEW LOCATION â€ž-Â·Â·Â·LINE OF NEW ' ' EXISTG. METER , 10'0 EQUIF. FLAN ADDITION WALLS ~ EXISTG. GAS ' O.A. WALK-IN PIM ' 1 1 1 11 lilli 0 0 r---7 --------------------------- .//I-/IIJ 1 .. 1 Bne I i ' OFFICE ~ELEC.PANELS , fc)22 L - 7- d.==. .--1 1. m N bco 1 . 1 1 ElÂ© 1 F--4 ' 1 -C9h 03 = , 1 1 . '44 ~12 < jE J WALK-IN Â· in Fij31 COOK/STORAGE 1 r 3 E h-'\ i g 1 15--9 ~ COOLEK ~ ~ fÂ© [*Il/' ~ NEW FLOOR SINK \ >3 21 -NEW FULL HT 2 *6 EXTEK{OK dassutt --1 LOCATION AT COOLER <4 4% p WALLS 1 1111 9 021#22/ly@ te ~ C-2695 / -1 ..rE,ji.rbil. L--NEW 2 x 4 FULL HT. WALLS -NEW 2*6 FULL HT. WALL f==27 9 0 .r>,n,7.--4,6,4 iFTEEZÂ«. _ LISM- 1 1' 1 - KITCHEN L Ir - - 4 ..111111!1111111111 Il l N Atittlitillittlil lilitillitillitill, - -1 .------ -im,- ------ -imi. 1 L --1 --1--*-6-1--1----1- 1 Â¢ e : .1 1 U NOTE! FROVIDE THERMAL = 4,1 - G , 0 Rig-12 BREAKIN SLAB FOR WALK-IN 1-221 \1 4 12*60 'DIll'' 1&<60 '""' 6==- =~h\.\fEl SINK 2 7 - - il ,: DISHWASH 1*67-i-1 UNITS (SEE WHNUFACTUKEKS' CE-1 14.-z- I~;2~~ Â· ~ ''' " SPECS.) j 111 +1 1112 1 O111- --il 1 1 \ PE@-1 1. Fo. 1 1 1 I 1 1 i i A i r VEG FREF ~ 0~ 14'8" . L 3 1 1 1 = N , 4 r 1 ROOF ACCESS ~ 1!1 11, '9\.. /1 1 Â· i 55 )A 6 ~21 <2 1 --2:d El m [in-1 Â· ~ 2'3" 439 al ~Ly-- +1 'i= . =- 27. ~22;Jh 9 ADDEK \ IN , HAI4[?SINK \ 0 - - ~~ ~ ~ W/5/8" GYF' 60. 2 r . CTO REMAIN m [*Irl Â· ' L I â‚¬~8 8 . KEFINISH WALLS ~ hE- I Li.. ' Ft- 3: 0-ki' < 1 73-rt=-2--11 IL__1 I I 1------2-1 I MOF HAND SINK Ir-f- - - _ 1_ 1 1 014 2 30 1 Â®61 - -ialce 3--12 k. 9 â€žLAND F.K.P. AS 111-][-]21 \ ri-C- 5 10â‚¬17 1-:_li_121 W.K. 'RELOCATE ROOF WOMEN NEW 2*4 FULL HT, WALL ---~ ~ 1/-\ OMENS' FLOOM REOT. ~ L/4 . d (45 V 0-7 11 "'-41 2 - r 1 1 FEE] 2.- 24 i ' 2' HW K DKAIN DOWN SFOUT 1 '< 9% 4 *ki 11 Â·Â· FROM EXISTG. KOOF liEd j . - 0 Mt=-1 i-it N , KITCHEN COOK-LINE ILL_ji-ill (DI 1 0 (21+19-11/= f ~ leVi C retr-,7 ir--1*14 4 4 1111111 L J F J 1_ 4 64111 ~ 511 - - 4 [faa] 2 ~~2 - -it 1111111 4 j' 11111,1 *1 Ul - - _ J 1 2 - E 9 114'll L -4 JL 1 404 W Ir- ---7 MENS' KOÂ°f f 1 1,1 "441' 4- 11 2111'11 COKKIDOK 1 111 Willit -4 J k i'111111 toi n ~ MEN ~ 7 1-04-1 L-----1==t-J I 'llitill- 2 AL #litillt 4 IlliÂ¥' 'k F -141, 1 W.K. 1~~135-1 IN.i.(J 1 i OF CE ,' bl,Lf -' L JL i],Idll L__-1 ' 1111111U,51 1=- J.CÂ·t,11'1011 6 1 1 + [Kid-4 F} / 1 1 / 11 1 I 7 5 r -2 2-g K 1 1.- ui EXISTING FLOOR DRAINS , 0 111 * 4 1 ' ' TO REMAIN IN LOCATIONS Z> 1 1 1 1 1 Ji i '1'' . :: ------------7-1 1 1 11 1 1 CK CK 1 1 1 Ill Ill ' I I 11 1 11 :li - L L LINE OF NEW 4 N AS SHOWN UNLESS OTHERWISE i -W < L-,-L L _L 11 1 ' -- ADDITION WALLS ,(-7 n U ~151 U Â· m .---- -1 - 11 j~ FTED,-JI~)2pe~~ Â· z 5 o LINE OF EXISTG. MENU BD. i ~ F. Â® HS 1 Z In | AN-0-1~EK (FIEI.C~)y~_~ ~_--~-------___ ~ ~ ~ 1~ RE: A-6 INT. ELEVATION FO ~~~-9 1 #- - --24.) FD 0 l JI- SERVICE ~SET~E - ~- D- >gr-- -=11 11 01!L ~ <~ ~ '~< EXISTe. SOFFIT -0 - 1 Z Lic SERVICE ENTKY g ooc 11 3 1*61 t 1 rim--1 [f051 0 II4 " i .\- -ED- O || ED to _ 3 = F-~Ji, CASH 0, 5 11 ED 1 tr) && OE \1 \11 V-- W WID i kai REGISTERS m p/ -/ HQ.3 Â·' Â· Ruia . ~ ~ zo aw 4 1 1 nt g , ~ 0 ' /L----- -19 C<41 SELF SERVICE .+U J 1-), - Lo L . 7 - 0 h Al . ~ U DINING 9*2 1%11 , 5' 5 " 13' 5 3/4" AKEA -Ju.1 >->- BEV. UNIT *325 -NEW 2**FULLHT. WALLS - N L 2 U.!2 â€ž Foff m go *Ir 5' 5 " 0*UJ U CUSTOMEK 5EKVICE 1 , , 01 1-11 t. (:) 1 1 ~ LOW WALL ' 1 ' LOW WALL ~ diW 64.~ 0~ 93)/U . I - DINING NOTE! ROOM NO. AND ELEVATION SOXES W/N.I.C. IN PLACE OF ELEVATION SHEET NO. REFEK -'K - = - = TO "NOT IN CONTRACTI' KE: SCOFE OF WORK --~ - 8 DINING - -- ,L ir-- NORTH . ~ tf-- NORTH ~ DRAWN SY: BAL f JI - n 4. .. 2~ /////0//5 'Yrâ€¢ KT CONVERSION WALL LEGEND ----- ----- WALL LEGEND ClÂ© 1 1 EXISTING FULL HT. WALL TO KEMAIN 1 1 EXISTING WALL TO REMAIN ESTES FACK. CO E I Z Z 3 EXISTING WALL TO BE KEMOVED M/IVM NEW 2*6 FULL HT. WALL .Â·. DATE: UveED FOR FLA*0010 2' 4 " 36' 5 " 2'0" 44 t. ' EXISTG. EXISTG. (FIELD VFY.) basâ‚¬. , 10-04-99 MENEZEZESM NEW 2x4 FULL HT. WALL A i , Ir-m PEM0LI1 ION FLAN SCALE" 1/4 "=1'-0" NEW WALL/FLOOK DIMENSION FLAN SCALE" 1/4 "=1'-0" A -1.O . 11*IL â€ž2/l 9,92 ELD VFY.) NYU 'Mild 11Â¥M Ohov r 4.01 + 3 t.,!1 5 - 4:El 161 FLOORS GENEKAL NOTES I. -Il.-Il '1 SYM. DESCKIrl T-1 MOFK.: C2055Â¥ TYPE: CK055! COLOK: Aae K SIZE: 8Xa NOTE: T-2 MOFK.: AMEIEIC TYPE: #3 QUAI COLOR: MATCH SIZE: 8x3 NOTE: USE ABI AND * FIN[SH 4 WALLS SYM. DESCKIr W-1 MGFK.: TYPE: COLOK: J NOTE: TYPE-+---k COLOK: wy NOTE: W-3 MGFK.: TYPE: COLOK: SIZE: NOTE: W-4 MGFK.: TYFE: COLOK NOTE: NO C( CEILINGS SYM. DESCRIFT CL-1 SUSPENDED CEILING T U.5. GYFSUM VINYL FACE STIFFLE 5HELL F[KECOPE 24" x 48" x 1/2" 50. EDGE CL-2 GYPSUM BOARD ~ FAINT CEILING BENJAMIN ' INTEKIOK LATEX #022 CL-3 5USFENDED CEILING 1 U.5. GYPSUM #78785 EC ~ SHADOW LINE TAFEKED E COLOK: WHITE CL-RIZEGI ~ PANELS, U.5. GYFSUh,f-D CUT. LAY-IN PANEL 440. COLOK: WHITE CIA METAL SUSPENSION 5 USG INTERIORS, INC. BY [ NO. 272606-ZXA COLOK: ALTEKNATEpR78%92Â£ SUSPENSION SYSTEMAâ€¢ USG INTEKIOTE, INCNVE NO. 272606-ZXLA COLOR KOOM F NO. NAME 5 100 EXIST. ENTRY T 101 EXIST.DINING T-1 I lit/=Alble. KEY NO I E 4,5/tX151 0. W-1 MAINT/EXI51O. CL-3 5U5F. EX[STO. l U' -U 102 EXIST. 5ELFSEKy T-1 TILE/EX{5TG. KEY NOTE 4,5/EXISTG. W-1 PAINT/FXISTA CL3/CL2 551 JEr./(3Yr. EXISTO El'0'/10'0 1 4, -8 103 CIMT. SFRVICE T-1 TILE/EXISTO. KEY NOTE 4,5 W -1 PAINT/FXISTG. CL3/CLZ susr.ic>(P. EX[STO 9'0-/10'0 104 EXIST. COKKIPOK T-1 TILE/EXISTG. KEY NOTE 4,5/EXISTG. W-1 PAINT/EXISTG. CL-3 SUSF. EXISTa 9.0 105 MENS' ROOM T-1 TILE/EXISTO. KEY NOTE 4,5/EXISTG. W -3 TILE/EXISTG. CL-2 err. EX[STG. 91 0 DKAWN BY: EWF 106 WOMENS' KOOM T-1 TILE/EXISTG. KEY NOTE 4,5/EXISTG. W-3 TILE/EXISTG. CL-2 OYF. EXIST-G. 8, -0- CHECKED BY: 107 SFRVICF T-2 TILE/EXISTG. KEY NOTE 4,5,17/EXISTG. W -3 TILE/EXISTO. TILE ADOÂ¥E SEKY. BAK CL1/CL2 SUSF./9(F. EXISTG. 8 ~ - [1- 108 SERVICE T-2 TILE/EXISTG. KEY NOTE 4,5,17/EXISTG W-1 FA[NT/EXISTO. CL-1 5USF. EXISTO. 9 -0. BUILDING TYPE 109 KITCHEN T-2 TILE/EXISTS. KEY NOTE 4,5,17 W-4 FKF/EXISTG KEY NOTE 5 CL-1 5U5F. EXISTO. 10'0-/8'4 110 COOKLINE T-2 TILE/EXISTS. KEY NOTE 4,5,17 W-4 FRF/EXISTO. KEY NOTE 5/5.5. AT HOOD CL-1 SUSF. EXISTG. 9 0"/8 4 KT 111 VEG FKEF T-2 TILE/EXISTG. KEY NOTE 4.5,17 W-4 FRF/EXISTG. KEY NOTE 5 CL-1 SUSF. EXISTG 8' -4. 112 DISHWASH T-2 TILE/EXISTG. KEY NOTE 4,5,17 W-4 FIEF/EXISTG. KEY NOTE 5 CL-1 SUSF. EXISTG. 81 -4- CONVEKSION 113 OFFICE T-2 TILE KEY NOTE 4,5 W-1 PAINT/EXISTG. CL-1 SUSF. Ex[STa 8' -4. 114 COOK/STOKAGE T-2 TILE/EXISTG. KEY NOTE 4.5.17 W -4 FKF/EXISTO. KEY NOTE 5/5.5. AT HOOD CL-1 5'USF. FXISTG. 9 n /8 4 FKOJECT: 115 ADDITION T-2 TILE KEY NOTE 4,5 W-4 FKF/NEW KEY NOTE 5 Cl. 1 SUSF. NEW/MATCH TO EXISTe. 8 '- - E,TES Mitg 116 W/1 COOLEK N.I.C. N. I.C. 8' Â·Â· 4. 117 W-I COOLIUFKZK N.I.C. N. I.C. 8 -4-- PATE: 10/04/99 SHEET NUMBER Al.1 KEY NOTE 5 FINISH SCHEDULE FINISH FLAN SCALE: 1/4" = 1'-0" - 0 0 . 0 .. - -- ,. . . 0. ...... : -0. ..' :. ., .0 @ . 0 . I . 47'01 4 .. , Il. P I .0, I - I -" {.4,1,1 Â¥ - - 0: I , -.. â‚¬ 00 . -- D. ./ .* .. .le- .. 11% 0 - ... . . - . I ... . 0 .0 ./ .0- : 0 i % :0 - 0 . .., . 0 . 0 - .0 @ '' 0 0 . I -- 0 - I . 0 I + . . . r , . . I ./ Il- I .. 0. - - 0. -,.- .- 0 : * 0: " , 1 ... D .. , .:. ' D I . 0 0 0 0 . .. -0 I . 0 0 0 0 . I : .. ... . P . .. . - 0. - . .0 .. . .. 1 .- - . 0. D: * 1, . . ... . 0. . I ..: 0 - . . . 9 . 0. ..-'-0 . / .. I , 0 -- I 1 - 1 1 -11, 0 0 l, . .1 - . 4 0 4 A A A A P A A . A A A 0 0 0 0- A PKE-ENGINEERED HIP TRUSSES AT 2'-0" O.C. (TYF.) - // 0 - 1 ---- T.0. KOOF K-19 F.G. INSUL. BATTS AT EXT. WALLS 1 30/.443 A-r,0 - & 4 - A A r- IL IA e A n r- p, A u . /,Â·, Il r- v. EL. 293111- + SHAKE SHINGLES TO MATCH EXISTING .. (TYF.) E)<15Te. FAKAFET BEYOND EXISTG. KOOF CAF MEMBRANE. FATCH AND KEFAIK - AT NEW CONSTKUCTION AKEAS. FIELD VEKIFY TYPE AND CONDITION FKIOK TO CONSTKUCTION. EXISTG. FIBEKGLASS INSUL. SATTS 1 EXISTG. 5/8" EXT. FLY. KOOF DECK KEFAIK AS NEEDED UFON COMPLETION | ~1 - CONT. SOFF[T OF CONSTRUCTION ~ VENT 4buNAL&1886868,10 1"8 8688&68688 Ali L7 EXISTING KOOF TKUSSES. FIELD VERIFY TYFE AND CONDITION. REPLACE AND OK KEFAIK WHER REQUIRED FOK NEW CONSTKUCTION. (TYF.) EXISTG. INTERIOK WALL STUDS AT 16" O.C. (F[ELP VEKIFY CONSTKUCTION, LOCATION AND CONDITION Fla TO NEW CONSTKI NOTE! FIELD. VEKIFY ALL EXISTING SU CONDITIONS FKIOK TO THE START OF CONSTRUCTION. COORDINATE W/AKC AND OK ENGINEER WHEKE KEQUIKE[ EXISTG. CONC. SLAB - (FIELD VEKIFY CONDITION, LOCATION, ETC.) 1 - KOOF/BLDG. SECTION 5HAKE SHINGLES TO MATCH EXISTING - OVEK 30# KOOFING FAFEK ON 1/2"' EXT. FLY. OK 7/16" 0.5.3. ON FKE-ENGINEERED HIP TRUSSES 5ET AT 2'-0" 0.6. (TYF.) EXISTG. KOOF CAF MEMBRANE. PATCH AND KEFAIK AT NEW CONSTKUCTION AKEAS. FIELD VERIFY TYFE AND CONDITION FRIOK TO NEW CONSTRUCTION. EXISTG. FIBERGLASS INSUL. SATTS EXISTG. 5/8" EXT. FLY. KOOF DECK- 1 KEFAIK AS NEEDE UFON COMPLETION OF CON5TRUCTION 0 0 0 0 EXISTING KOOF TKUSSES. FIELD VERIFY TYFE - AND CONDITION. REPLACE AND OR KEFAIK W KEQUIKED FOK NEW CONSTKUCTION. (TY F.) NOTE! FIELD VEKIFY ALL EXISTING BUILD CONDITIONS FKIOK TO THE START OF AB CONSTRUCTION. COORDINATE W/AKCHI1 ANP OK ENGINEEK WHEKE KEQUIKED. ( EL. = O'-O" ...... 'I...... A-2.0 2 - KOOF/BLDG. SECTION DCALE: 1/2 "=1'-0" KOOF FLAW SCALE: 1/4 "=1'-0" . ..@. 0. - -- - aa t.54*k '4j07 t= , 1 0 /6 U . . Chi~* il . I. ... ID - 1,- ?1 +Al El ../ 2 L , I'll" . . D b- - - 41 1-LC - . .4, -- . 0 / , P . P , ... 4 .@ . 0 D te ... . # - A+10.4 --.. 64 .4 / 4 = 4 ,- , M H A . a . ... 4 4 . . 0 - "P-/ 0 0 .:. .Gy / '., . ... 0 0 . Wei . .... , .4 . ., 4 --â€¢ . 0 e. 0 - . C 4 -, . 0- . . 4 ./. 0 7 1, , .1 : 0. ..4 ....1 4 . 1, Â¥ A " .m , 'I N .,Vi l, 4. \ 0 0 1 '/ -- 0 . . -4 1 . .. ..... 0. - . 0.0 0 . . ~ .. r . .. A- 4 -0. 0 .. I. . I . I . . . i - a . \. ' 1 0 . .,. ... - 0 - -4 0. I -- .. A .... .. , A .... .. . A , A . 0 ... - I = . 0 1 A ' '. . p.*12. .J| ilmiliMily-R r , - :O 0 .. ./Im ad" A A =-.':- .. . A A _iA A . A E E 1 . I. 0 ./ . = 1- a â‚¬ ./ .. 0 - ,. . 0 .. . r - 0 .. . .. ... . I . ... I I ... 0 - 0 , 4 ./ 'I ./ r~~EL ~â€¢ WF,=-9,/p-4987/ - ~'.f.,5, ... 6'h -T-,-1 =.43% 1,#75#'1'. 4 - ./ . '. 1 .,1. 4 1 J TOWN OF ESTES PARK 6 04 7 3 Building Department 9 6664 /*4134*4**fy, 1 & if DEC 8910(10~ ~ tir Â°*i-~%6*64*61-=- BUILDING PERMIT 13 keke Date / BUILDING ADDRESS 537 TS 1 6- t Ho rn p S C A ) AV E . Legal Description 4 0 r 2- 47-/9 *u'LEY V,Â£4.1 Gâ‚¬ 0 f 2 5 ,8 3 0 Valuation 8 V t 4 6,,Â·4 Cs ' tr' Building Permit 1 442.23 PID 35 2 L.4 9 3 9 13 2 7- & Plan Review CP 42 , 32 4 7>,9 4-0 /.1 t. 710 Other NAME 1"7 2.6 E. H A.11'h E 4 AVE # 310 Certificate of Occupancy MAILING ADDRESS b p A..J V f=Â· il. . C.,5 . 90231 745-0559 Total * 7 5 9.03 PHONE NUMBER < 60 3 j Al_VAKA 6 9 Ca..1 j'llueT,o.u JLK,~t. NAME ADDRESS /2 54 -S-at7>4 FE PtiVE 76 Der 403(4 2 E N V#1 49Â£04 4) 0 R PHONE NUMBER ((303J 429-0753 15,0247 E TOWN LICENSE NO. E c NAME Arch/Designer/Eng,neer 2-7,7 KOÂ·M, 61. Z|7' /0--' El rt /i ..ri. 77Â· 0 LN Name 81, 7. CAss-orr A REHITEÂ¢".r E T ADDRESS C. R. 7 45' D ri . PAc &,A.reÂ· a i 741/ Il. -* F . 1 4 r 'Â·. 9 Address TOWN LICENSE NO. ENG. i E ki o c 0 1 ct, c, - 9011! PC NAME Phone Number(3035 77#-ottE L 0 ZONING INFORMATION U N M T ADDRESS ~ ~ Zoning District <r o BUREAU OF THE CENSUS ITEM # 9. R TOWN LICENSE NO. - 1 Front Yard Setback Type of Construction 1 FR, Il FR, Il 1-Hr., Side Yard Setback 11 N. :11 1-Hr. Ill N. IV HT, V 1-Hr., (PN , Occupancy Group (Ag B, E, F, H, 1, M, R, S, U Rear Yard Setback Division 1, 2, 2.1, ('~t 4, 5, 6, 7 . FLOOD PLAIN CHECK CLASS OF WORK Approved 2.- Disapproved New Demolish Comments Flood Zone: X Alteration Repair Addition -- Remove Use of Buildng A t] 0, r' - 4 . k, 1- trie- ru 12 â‚¬ R obel By Date 1 2-Â· 2 0 - 97 1 hereby acknowledge that I have read this application and state that Floor Area 33 -2 IS~sement 1st 2nd Garage the above is correct and agree to comply with all Town Ordinances anc c State Laws, regulating building construction and zoning. Size of Building {1 *25 Height 2/1 Maximum Occupancy Number ot Families Permittee rh 7 Number of Baths y L Full Size of Lots 4 4, sa 0 $ .g~ By '*j~{1.3/*2,A -.~4 Number of Buildings + Number of Floors No. Bedrooms Now on Lot ./.5/,&1 ---le /Â«.....~.-_- Building Inspector * Use of Buildings i Now on Lot R â‚¬47-4 4 41 ivi- - FACT- raob By The Building Department will make every effort to prevent errors in Certificate of Occupancy Number your application and permit, but cannot be responsible for your failure to comply with all Building, Zoning and other applicable codes. WHITE/YELLOW - B[JILDING DEPARTMENT PINK - CUSTOMER or--Ce =mZMO ./.m,121:*440 TACO BELL CONVEKSION CONSULTANTS VICINITY MAF SHEET INDEX OF A FORTION OF LOT 2, AMENDED FLAT LAND OWNER: STANLEY VILLAGE --_-T-------~------ CIVIL %*3& l 1 /7 AN Â·:3 . 1 OF LOTS 1 AND 2, STANLEY SUBDIVISION i . & 0 / 3 \\~ 5Â·TANLEY | ~~ HILLS ALCHITECT: M.J. CASSUTT AITCHITECTS STANLEY 1 OF A FOKTION OF TKACT 3, STANLEY ADDITION 7450 EAST PROGRESS FLACE ON-30-' I - SUITE 4 ~~ EXCLUDED ------ Â·Â·~ ~ /fril - d 4 TO THE TOWN OF ESTES FARK, LOCATED IN THE ENGLEWOOD, COLORADO LL 4-7 *EAS (303)771 -0113 | , $11 SE 1/4 OF THE SE 1/4 OF SECTION 24, T5N, K73W C/O MICHAEL J. CASSUTT | ~ |~|-| ~~U 1 |I 1 AKCHITECTUKAL 1_J lf" TACO BELL -+- 1 rtc=Â· ~ CONVEKSION ~ i C COVEK SHEET 10/04/99 I 1 6Jlll I.L.,424!18\ /<1 _ - 50-1 ARCHITECTURAL SITE FLAN 10/04/99 OF THE 6TH F.M. AND IN THE NE 1/4 OF THE NE 1/4 5354 EAST OTEKO DKIVE SC)-1.1 SITE DETAILS 10/04/99 STRUCTUKAL ENG[NEEK: TOM KINGDOM ENGINEEKING CONSULTANTS 4 4 11.0%049,7 r .- LITTLETON, COLORADO 80122 MEADOWS ,#fE22%/ 1 OF SECTION 25, TBN, K73W OF THE ETH F.M., (303) 741-4196 HANA/- 1 B.,1,8.'AII--/---t, f n A 49*1 I C/O TOM KINGDOM A-1.0 DEMO/WALL DIMENSION FLANS 10/04/99 LAKIMEK COUNTY, COLOKAPO i ttlel James\ A .O9ECT - A-1.1 FINISH /90012/WINDOW SCHEDULES 10/04/99 HAMPSON KIVER MOUNTAIN |01 1 Cassutt 1 *~1 IvIECH..ELEC.. FLUMBG., ENGINEEKS: HADJII AND ASSOCIATES â‚¬Ii ADDITION A2.0 KOOF FLAN AND DETAILS 10/04/99 i A C.?645. / 1 1825 LAWERENCE STKEET | h A-3.0 KEFLECTED CEILING FLAW /LEGEND/DETAILS 10/04/99 SUITE 200 --__~__2!341 ___ __~l,- A-4.0 EXTEK[OK ELEVATIONS 10/04/99 44.2 1 .140 1 DENVER, COLOKADO 80202 ~ 1 NOKTH L \Ete-8Ey j (303) 293-3800 ./ A-5.0 BUILDING SECTIONS 10/04/99 L C/O MICHAEL AYKEN 4. A-5.1 BUILDING SECTIONS 10/04/99 A_60 INTEKIOK ELEVATIONS 10/04/99 OPERATOR/OWNER LOT 2: FALO ALTO 9725 E. HAMPPEN AVE. UTILITY CONTACTS A-6.1 INTERIOR ELEVATIONS 10/04/99 SUITE 310 DENVER, COLOKADO 80231 SEWER: ESTES FARK SANITATION (303) 745-0555 4-1 4- 922. C/O ROSERTALVARAD GAS: PUBLIC SERVICE m 11918 . '*RE WATEK: TOWN OF ESTES FAKK U b U.69 /3182 -1 9 E-* ipu TELEYHONE: U.5. WEST 9/W '2 9 STRUCTURAL - 5-1 FOUNDATION FLAN AND DETAILS 11/03/99 : 1 < SYMBOLS 52 KOOF FRAMING FLAN 11/03198 ROOM NAME 1 I 100 -1 ROOM NO. 41 Â· 3~*ELEV. NO. 1 A-64- INT. ELEV. SHEET EQUIFMENT 3 7,1 K-1.0 ETCHEN EQUIP. FLAN/SCHEDULE 10/04/39 , I J CEILING HEIGHT 4 . , 29%1 BLDG. SECTION LETTER 1 ABBREVIATIONe -$P--51-DG. SECTION SHEET Z O i TAIL NUMBER O 0 Â· ~5L_.y\DIKECTION OF DETAIL 8 3 --DETAIL SHEET MECHANICAL Â° 1 /11 U.1 -J > 15 0 CLEV. LETTEK M-1 MECHANICAL PLAN AND SCHEDULES k- Z <U W OJ . A.B. ANCHOR BOLT S. N. BOUNDAKY NAIL CONTK. CONTRACTOK EL. ELEVATION F. F. FINISH FLOOK O.1. GALVANIZED IKON 42ELEy. SHEET M-2 MECHANICAL KOOF FLAN AND DETAILS 1,1,1 U ~ JZ I J > nl A.T. ACOUSTICAL TILE CAB. CABINET CORK. COKKIPOK E.N. EDGE NAIL F.E. FIKE EXTINGUISHEK GL. GLASS, GLAZING, GLAZED O DOOK NO. 91-3 MECHANICAL LEGENDS AND NOTES 0 - M-4 DETAILS Bl W hi 2 ADJ. ADJUSTABLE CLG. CEILING CTKD. CENTERED ENCL. ENCLOSUKE F. E.C. FIKE EXTINGUISHEK CABINET GK. GRADE WINPOW NUMBEE 111 ~ ...1 48 A.F,F. ABOVE FINISHED FLOOK CEM. CEMENT Dr. DEEP E.M.5. ENERGY MANAGEMENT SYSTEM F.F. FIKE FROOF > OZW GYF. GYPSUM C) A.C. AIK CONDITIONING C.F. CUKB FACE PET. DETAIL EQ. EQUAL .FLASH. FLA5HING HDWE. HARDWARE ~~ EQUIPMENT NUMBER U â‚¬ IE- 10 FLUMBING ,- 10 U.1 ANOD. ANODIZED CL CENTEKLINE DIAG. DIAGONAL EQU[F. EQUIPMENT FLK. FLOOK H.D. HUBDKAIN XEYIEONS SHEAK WALL TYPE ALUM/AL. ALUMINUM C.T. CERAMIC TILE DIA. DIAMETER EXH. EXHAUST F. P. FLOOR DRAIN HT. HEIGHT F-1 WATE AND VENT FLAN AFFIEOX. APPROXIMATE CLK. CLEAK PIM. D:MENSION EXIST. EXISTING F.5. FLOOR SINK H.M. HOLLOW METAL F-2 WASTE AND GAS FLAN /ix .KEYNOTE F-3 FLUMBING KISEKS BP,BOARD COL. COLUMN PK. DOOK E.J. EXFANSION JOINT FT. FOOT HOKIZ. HOK[ZONTAL BM. BEAM CONC. CONCKETE DBL.DOUBLE EXF. EXFOSED FTG. FOOTING 1/F INTEKFACE BUILDING DATA BLK. FLOCK C.5. CONC.BLOCK Phi. DOWN EXT. EXTEKIOK FDN. FOUNDATION INS. INSULATE, INSULATION t BLK'G. BLOCKING CONST. CONSTRUCTION DT. DRIVE -THRU FIN. FINISH GA. GAUGE INT. INTEKIOK SITE AKEA _____________________44.500 5.F. ELECTKICAL ' BUILDING AILEA -------------- _____ 2,240 5.F 1 BOT.BOTTOM CONT, CONTINUOUS DWG. DRAWING F.K. F. FIBEKGLASS KEINFOKCED PANELING G.C. GENERAL CONTIEACTOK JNT. JOINT NUMBEK OF BUILDINGS --------------- ADDITION AREA -___--____--_----- _332 5.F. BLDG. BUILDING C.J. CONTRACTION JOINT/CONTKOL JOINT EA. EACH GEN. GENEKAL JST. JOIST TOTAL BUILDING AKEA- ----------_---_ 2,572 5.F. E.5. EACH SIDE SITE ZONING CLASSIFICATION------------.C-0 E -1 EQUIFMENT SCHEDULE PROPOSED USES ------------------FAST FOOD XESTAURANT E-Â·2 POWER FLAN/SCHEDULE AND NOTES ELEC. ELECTKICAL MAXIMUM HT. OF BLDG. __________----_ 19' -11" t PARKING SFACES PROVIDED- ___________ _78 E-3 LIGHTING FLAN/SCHEbULE AND NOTES E.F. ELECTKICAL PANEL HANDICAPPED FAKKING SPACES PROVIDED_ ____2 LAM. LAMINATE, LAMINATED O.C. ON CENTEK FTDF. PKESSUKE TREATED DOUGLAS FIK KCF. KEFLECTED CEILING FLAW SOL. SOLID THFU THROUGH U.L. UNDEKWKITING LADORATOKIES E-4 ELECTKICAL KOOF FLAN AND DETAILS E-5 MISC. DETAILS LTG. LIGHTING OFCI OWNER FUKNISHED FLYWD. FLYWOOD K.D. ROOF DRAIN SPECS. SPECIFICATIONS TOLL. TOILET UNFIN. UNFINISHED .Â· CONTKACTOK INSTALLED U MFK. MANUFACTURER FKOF. FROFERTY ROFF'G. ROOFING 5Q.SQUARE T.C. TOPOF CURB U.O. N. UNLESS OTHERWE NOTED OFN'G. OPENING .AWN DY: SAZ 1 MAT'L. MATEKIAL F. L. FKOFEKTY LINE S. E. SATIN ENAMEL 5.5. STAINLESS STEEL T.F. TOFOF FAVING VENT. VENTILATE, VENTILATION OFF. OFFOSITE CHECKED BY: 61JC MAX. MAXIMUM F.V.C. FOLY VINYL CHLOKIDE SCHED.SCHEDULE STD.STANDARD T.K. TOF OF ROOF VEST. VESTIBULE DUILOING TYPE O.A. OVEKALL I .:4 MECH.MECHANICAL K. KISER SECT. SECTION 5TL. STEEL T. F. TOF OF FAKAFET V.W.C. CINYL WALL COVEKING KT tEl O.H. OVEKHEAD MEMB. MEMBRANE REFIE. KEFEIGERATOK 5.G.E. SEMI GLOSS ENAMEL STOK. STORAGE T.5. TOF OF SLAB W.C. WATER CLOSET LEGAL TABLE F.C.C. PORTLAND CEMENT CONCRETE - 2 IN 1 KESTAUKANT ,+.'-4.4 MET/MTL. METAL rE.5. REMOTE SENSOK SHT'G. SHEATHING ST. STKEET/STKAIN T.W. TOP OF WALL W.F. WATERPROOF F.G. PAINT GILADE LEGAL JURISDICTION: LAI*IMEK COUNTY I'KOJECT: MISC. MISCELLANEOUS KEINF. KEINFOKCING 5HT. SHEET STRUCT.STRUCTURAL T.5.5. TOP SET BASE W.W.F. WELDED WIKE FABRIC STANLEY VILLAGE 3! FK. FAIK . BU!LDING CODE: UBC 97 SHOPPING CENTEK L 3 MLDG. MOULDING KEQ'D. REQUIRED S.C.K. BLCONE CONTKOL KECTIFIEK SUSF. SUSFENPED T.W. TOP OF WALL W. WIDE, WIDTH 2,240 5.F. ESTES FARK. COLOKADO '. 01 FNL. PANEL BUILDING AKEA: N.I.C.NOT [N CONTRACT KET.RETURN SIM. SIMILAR SW. SWITCH T.5.13. TOF OF SET BASE *489#HouT . 1 FAE PARTITION SEATING: 60 DATE: REÂ©myED.. C, N.T.5. NOT TO SCALE K.A. RETURN All< SK. SINK SYS. SYSTEM T. TKEAD FIKE ZONE: N/A 10/04/99 , WD. WOOD FERF. FERFORATION . DIC - 2 1999 . PLANNING ZONE: 6-0 3 NO. NUMBER KEV.REVERSE 5.D. SOAF DISFENSEK T.5. TACO BELL T.5. TUBULAK STEEL W.I.C. WALK-IN COOLEK SHEET NUMBEK FLAS. FLASTEK COMMUNITY DEVELOPMENT OFF. OFFICE TEL. TELEFHONE . OCCUFANCY: e 1 1 TYF. TYPICAL W.I.F. WALK-IN FKEEZEK DEPARTMENT TYFE CONSTKUCTION: TYFE V- NON RATED ~ .Â· Â·-4 , THERMO. THERMOSTAT HANDICAFFED PARKING: 2 THK. THICK FROVIDED FAKKING 78 . .Â·t 4 i. ~091!612; 331N30 9141.WOHS GENEKAL NOTES LECENO 1. PKIOK TO MARTINO CON5TKUCTION THE CONTRACTOR SHALL DE RESPONSIBLE TO MAKE - FROFEKTY LINE UG E - FKOF. U.G. ELECTKIC 5EKVICE SURE THAT ALL KEQUIKED FEEMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONST- - -- 6"55 - EXIST. 6" SANITAKY SEWER LINE - (NO. & SIZE OF CONDUITS NOT DEFINED) KUCTION OK FABKICATION SHALL BEGIN UNTIL THE CONTKACTOK HAS RECEIVED AN[) - 8"W- EXIST, 8" WATER MAINI ~ THOROUGHLY REVIEWED ALL FLAWS AND OTHEK DOCUMENT5 AFFROVED BY ALL OF THE -12"50 - EXIST. 12" STOKM SEWER - 2"T - NEW 2" CONDUIT FOK PHONE SEEVICE PERMITTING AUTHORITIES. -12"50 - NEW 12" 5TOKM DRAIN LINE - 2"G- EXIST. 2" GAS MAIN 2. ALL WOKK SHALL BE FEKFOKMED IN ACCOKDANCE WITH THESE FLANS ANP SFECIF 0 OH E - EXIST. POWER FOLE & O.H. LINES ~ ~ NEW DKAINAGE FLOW DIRECTION ICATIONS AND THE KEQUIKEMENTS AND STANDARDS OF THE LOCAL GOVEKNING EXIST. GUY WIKE & ANCHOR , EXIST. ELEVATION -- AUTHOKITY. THE EOILE 9.EFOo.Â·r ~a.Nr' F.GCOE.4.'C,Irâ€¢ rlo,le ECTFOF.1-H 1-HFÂ°Fl" AFF .A -- XXXXX X / IURT Or TI Ic RECUIRCEÂ· CONCTrtuCTION Cocul.ic,JTC .Â·.flc IN C.A.C[ or CONFLICT El I,AILL ,-- - 600 __ EXIST. CONTOUR & ELEVATION 4% XXXXX -- NEW TOF OF CUKB & FINISHED GRADE ELEV. -- TAIC VIZECCCENCE UNLESS SPECIFIC,ULY NOTED OTI ICAV.'ICE ON TI ]C r'LANS. TI I[ -601 - FROF. FIN. GRADE CONTOUK & ELEVATION 4 xxxXX -- / CONTR.'.CTCTZ 61 I,UL NOTIFY THE T.''CO fiCLI CCNIETTLUCTIC,J t.1.A.N.A.cclt Cr .A.FJY - es - Fltor. 6" SANITAKY 5EWEK LINE 0 - Â«3 NEW 1000 WATT METAL HALIPE YARD LIGHT / / PIRCF.[inHCY f[TW[ii,1 @OILG REFORT 8. FL.A.NS GTC.... -11/2"W - FKOF. 11/2"WATER LINE Â·, / li -2"6 - PROF. 2" GAS LINE ~Â· 'Â· NEW DKAINAGE SWALE / / 3. SITE CLEAKING 5HALL INCLUDE THE LOCATION AND REMOVAL OF ALL UNDERGIOUND - 0-0 TANKS PIPES, VALVES ETC. IN OK NEAK NEW CONSTRUCTION AKEA, (AS APPLICABLE) -- - / / 4. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THE5E PLANS & SPECIFICA / - .Am- -1.* / *. THE CONTRACTOK SHALL BE RESPONSIBLE FOK KEMOVING & REPLACING ~ ,06%%8,01_1 TIONS .',LIC TI I[ 12[CO!.11.1[NC,A,TIONS SCT rCILTI I IN TI IE COILS RErORT 11[FERENCED IN / - fwly?*V \ -- ALL SOFT, YIELDING OK UNSUITABLE MATERIALS AND KEFLACING WITH SUITABLE -- - / ( pMichaN Jan':e~ ~ / SO / / MATERIALS AS DrECIFICC IN TI IE SOILS IZCrORT. ALL EXCAVATED OK FILLED AILEAS 1 - EXISTING 12" STORM 5EWEK - - / / SHALL BE COMPACTED TO 95% OF MODIFIED FEOCTOK MAXIMUM DENSIrf FER A.5.T.M. 0-0 1*i Cassutt )*11 -- TE 5T 0-598. MOIGTUKE CONTENT AT TIME OF PLACEMENT 5HALL NOT EXCEED 2% -- - / 00/ -199,9, * 0-- 4 -\ C:2665 / # -- ABOVE, NOK 3% BELOW OFTIMUM. CONTRACTOR SHALL 5UBMIT A COMPACTION REPORT A = 46' 48' 42" PREPARED BY A QUALIFIED SOILS ENGINEER, KEGISTEKED WITHIN THE STATE WHEKE K =100.00' -- THE WOILK IS FEKFOKMED, VEKIFYING THAT ALL FILLED AREAS AND SUBGIEADE AKEA5 - 1; L = 81.70' -0 Var C = 73.45' -- -- ag:zw ~* E. L WAIN I- - ,>&22*,0-J WITHIN THE BUILDING FAD AKEA AND AREAS TO BE PAVED HAVE BEEN COMFACTED IN --- -- ACCORDANCE WITH THESE PLANS AND SPECS..410 THE P.,Colll.'EMP.A.TION< FFT FOF.TH ~* 519 32' 56" W ** / / 41 IN TI IE JOILS ACrOICT. \1 - - //1 U U 5. TI IC ,U.T.,A,. SUILVEY 51 I,A,LI BE CONSIC[lt[C,Al F,A,liT Or Til[CE FL,ANC, / m - ~1 - / 41 / SO ACCESS EA5EMENT ~ 6. THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THESE FLAWS AKE BASED e -- 0. 1 -- ON FIELD 5UKVEYS ANP LOCAL UTILITY COMPANY XECOKDS. IT SHALL BE THE CON-9 ~ L a TRACTOKS FULL KESFONSIe]LITY TO CONTACT THE VAKIOUS UTILITY COMPANIES TO * EXISTING BUILDING "7' ~ < 2 \ W k LOCATE THEIR FACILITIES FEIOK TO STAKTING CON5TKUCTION. NO ADDITIONAL COMP- 7 541 5IG THOMPSON AVE. ENSATION SHALL BE FAID TO THE CONTRACTOK FOR DAMAGE AND KEFAIK TO THESE ~5. 1 . 1% EXISTING BUILDING "0" ~ 3 - 1 FACILITIES CAUSED BY HIS WOKK FOKCE . N. 543 5[G THOMPSON AVE. = m.al 50 1 / 2,4 / 432 .41/ec)A, \ 7. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VEKIFIED BY THE ,!hbgh') 0 90 1 CONTRACTOR FTOK TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY FALO ALTO CONST- i / Â» 40' 4 .2 on - 4- U KEEE&$ KUCTION MANAGER IF ANY DISCKEFANCES EXIST FEIOK TO PROCEEDING WITH CONST- 61 EXISTING ~ ~ ~ RUCTION FOR NECESSARY PLAN OK GRADE CHANGES. NO EXTRA COMPENSATION SHALL 4 ~ FOUNTAIN 'L . 13 82 re# E) m/X. e -1 1 BE FAID TO THE CONTKACTOK FOK WOKK HAVING TO BE KEDONE DUE TO DIMENSIONS " ,, 'Â¥* ~ **R 1 'K W OK GRADES SHOWN INCOKEECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT 1 ,4,80 4 FARCEL I LT DEEN GIVEN. oc ION FOR 4 ty, 1, ) ~;* al % 12 ikA - 5.83 ACKES 8. WATER SERVICE MATERIALS SHALL BE COPPER TYFE "K". DIAMETEK SHALL BE AS N GEEASE TEAF NOTED ON THE5E PLANS AND 5HALL ~E INSTALLED WITH 24" MIINIMUM COVER OK EXISTING 6' SANITAKY SEWEK LINE - 0 O. $2.: 4 BELOW FROSTLINE WHICH EVEK IS GREATER. CONTRACTOK5 PRICE FOK WATEK 5EKVICE LOCATION) 2 4 IELD VFY. SHALL INCLUDE ALL FEE5 ANC) AFFUKTANCES KEQUIKED BY THE UTILIn' TO PROVIDE Y rr AREA OF Â»1 A COIMPLETE WORKING SEKVICE. ,LT NEW ADDITIO 1 i 46.19' .r~ EXISTING TACO BELL CONSTIEUCTION NOTES --*-----l---I 4 / CONVE-TOK, 1BW. - 9 McDONALDS' LEASE LINE 5 55' 10' 12" W ~280.0' ~~- i ' ~ EXISTING PARKING (7 SPACES) Lur1 at ~ CONSTRUCT ASFHALT CONCRETE STATE D.O.T. 76' 4 " Or / W L /1 r 1 -I- 41 . FAVEMENT AS SPECIFIED: SPECIFICATIONS â€¢ / (ECISTING/FIELD VFY,) / :CE 2, 6*' 41 J/ Â®(E) 25' INGKESS/EGKESS tz W 5EE SOILS REFOFT ~,A, ~ ~ g , - EXISTING PARKING (6 SPACES) z 10* 0 9/4. FROPERTY LINE 5 55' 10' 41" W 189.75' W > ~ CONSTRUCT 6" F.C.C. CUKB FEK DETAIL 1/501.1 ~~' 21 1 K 0'10" K .. 1&-9 Af i ' 5 2 - 1 Ct, EASEMENT - - U< 4 1 ~ CONSTRUCT 6" F.C.C. CURB & GUTTER FEE DETAIL 4/501.1 1/ 're F ~ CONST[UCT T.C.C. SWALI rEE DETAIL 3/001.1 A /<ST#(tr'ati'Th " ' C 20 -1 Z LL ~ CONSTRUCT F.C.C. CUKe EDGE SIDEWALK FEK DETAIL 7/5111 10' K 3// 16 /49Â« Sto 5 CONSTKUCT F.C.C. SIDEWALK PEK DETAIL 6/5D1.1 LO &$2 ~ CONSTRUCT F.C.C. EAMF -MAX SLOPE 1:12 FEK DETAIL 10/501.1 30' WIDE NON- 2 LUM ~0< - 4---~- ~-Â»----~.-~ 00 NOT ENT[Fl' (0 ~ CONSTIZUCT r.C.C. CEPIESSED lt,A,1.IF r'Eft PET,'.IL 1C/DC'1.1 1 EXCL151Â¥E ACCESS |< * 11 6/ Iii M tn # (~ CONSTRUCT 6" THK. F.C.C. FAD W'/ 6'76'- 1.4XT.4 WWF (CONST. EASEMENT ~ ~ CE) 1 18 3K aff,#iv -0) .2/ - / JTS. 0 12'-O" 0.C.) OVEK CRUSHED AGG. OK GRAVEL BASE /~ONALDS' LEADE 1 d : FAKC E L (2 4 ~ EXISTING PARKING (8 SPACES) 6Â® 4 4. < 2 0 -O ~ CONSTRUCT SINGLE/DOUBLE TRASH ENCLO. ON e FCC PAD PEK DETAIL 22/501.1 / 1 NON EXCLUSIVE ACCESS FARKING 41 -- #\ J 87 CONCTRUCT 1.1,A.OCHRY CLAC FUI.lF I ICUBC .A.C FER CET.A.11.6 .AINC AREA 11 (3(E) Mi 9/ 02 0 â‚¬ 0 0 06 1 -666*40*46-664+ UTILITY & LANDSCAPING EASEMENT I c k _t 2 + 12 TACO DELD'rIZIA 1 IUT 1-OLE 81014 11 r:Ul,IDA-[1614 07 DION Out-1-Ltelt---Me'P-8'5'fe- 11Â£ 21- M 1 AREA = 44,500 5.F. c> 21 1 0 3 / DOUmLE FACED ILLUMINATED DIRECTIONAL SIGN (SIGN FACE A5 NOTED) ~ ~1 ~,Â°E~(FOKTION OF LOT 2) du - CO I / SCHEADEK OIL CO. U -1 > 10 02 BY SIGN 5UFFLIEK. FOUNDATION BY G.C. - FEK FON. DETAIL 12/591.1 EXISTING PARKING (14 SFACES) 4 - - 044Â«44>kkillk< ~~~INLN?Niod2OA 4 1= ~83 TRACT W Ae m 82 ZE '9 MENU BOARD, SENSOK LOOF & 5/EAKEK FEDESTAL FEK DETAIL 14/SD1.1 1 ~2 ~ 48 BY SIGN SUFFLIEK. FDN. BY G.C. - FEK FON. DETAIL 14/501.1 11X PREVIEW MENU BOARD, SIMILAR TO DETAIL 14/501.1 1 I W in , BY 5]GN 5UFFLIEK, FON. BY G.C. - PEK FON. DETAIL 14/501.1 27 / Â¥ is $54 4 1 1 INSTALL 1000 WATT METAL HALIPE YAK[) LIGHT FEK DETAIL 18/591.1 , 10' WIDE NON- \ r ~ EXCLIEVE GAS \ / ~~/, <8 3 U,1 51 1 / 38 2rE - INSTALL GUARD FOST FEK DETAIL 9/511.1 INOTALL G' O" LONG F. C.C. WI ICCLOTOrS r[I DETAIL 2/001.1 NOT USED I I ~ EASEMENT 99/99Â»4 PAINT 24" HIGH LETTEKS - WHITE EXISTING PARKING (14 SPACES) 30'SETBACK / + _ - KEÂ¥Â»46 9 L____4 * i T '-- 'WECT/0... PAINT TRAFFIC ARROWS - WHITE PER DETAIL 3/501.1 ' 1 1 EXISTING PARKING (19 SFACES) <ft><> od~AY PILIVE AISLE ~ - PAINT HANDICAP SYMBOL - WHITE ON BLUE BACKGROUND. F.A.INT 11' 1.'ICT GCLIC 6TRIFC 191 liTE.( V.'.A.LK/LC.A.C.INC.'TR,A.61 1 .A.RE.A.6 e 2' 0" C.C.) LANDSCAPE AKEA. SEE SHEET Ll. EXISTING CURB CUT INGT.A.LL TACO fEL L.'r. FC., FIZZ.Al HUT FUItnIGHED CONCECT[i Tte.GH F.[CIFT.A.CLE. LEGAL DESCKIFTION INST,UL 1200 CAL CIZE,16[ TIZ.tr' rER CCT,",IL 16/:Cl.1 5 STALL IllCCON BICYCLE lt'.CK SEC CITAIL ,'S.Cl.2 ~ 1 -1.,. _ rK OFEKIT LibiLi~110' 12; w_Z== - / - AND A POKTION OF LOT 2 MORE FAKT]CULAKLY DESCRIBED AS FOLLOWS: - - -~ STANLEY VILLAGE 5UBDIVISION OF A PORTION OF TRACT 3, STANLEY ADDITION 1 0 0 BEGINNING AT THE SW CORNER OF LOT lA, THE AMMENDED FLAT OF LOTS 1 AND 2, INST,A.LL TH.102 Loor & t.locirr[: cul:6 ,Â·.T C.T. V.'lIJCOV.Â· rct: CET,',IL c/sci.1 --1 CONSTIZUCT U.TCI 1 0,UIN MCIL LOGAL ST[20. TO THE TOWN OF ESTES FARK: THENCE 5 42'40'12"W ~ CONTIOL JOINTS AT 4'-0" O.C. (TYF.AT ALL SIDEWALKS) 108.58FT.: THENCE 81.70 FT. ALONG A CURVE \-TRUE POINT TO THE LEFT HAVING A RADIUS OF 100.OOFT. AND A CHOED WHICH BEAES ~ CONTROL JOINTS AT 20'-0" O.C. (TYP. AT ALL- FAKKING STALL CONC. APKONS) ~XU~5TING CUKB OF BEGINNING 519'34' 39"W 79.45 FT.:THENCE 5 55'10' 12"W 46.09FT..THENCE ~ REMOVE EXISTG. PARKING SPACES THIS LOCATION. CONSTKUCT NEW' SIDEWALK AND EXISTING 2" GAS MAIN N 51'04' 53"E 212.96FT.:THENCE N 53'50'12"E 243.99FT.: THENCE CUKB AS FEK DETAILS 7/591.1 AND 6/501.1 (TYF.) 5 47'19'48"E 143.9OFT. TO THE FOINT OF BEGINNING. U~:p. HIGHWAY 34 ga SLOPE GRADE AWAY FROM ALL NEW CONSTRUCTION AND DRAIN IN PIKECTION ------ \-/ WITH EXISTG. DKAINAGE TO PARKING LOT. (BIG THOMPSON AVE.) SIGN 5CHEDULE . DIAVN OY: BAZ FKOJECT DATA FOK 5TANLEY VILLAGE 5H0FFING CENTER CMECKED'/: A ENTEK H DKIVE-THKU N LEFT TUKN ONLY 5 EXIT 1 DIEIVE-THRU 0 BLANK FKOFOSED SITE FLAN FOK ADDITION FOKTION OF LOT 2 PARCEL "Q" eum.0.0 rr. C ENTEK J DRIVE-THRU ONLY F PKIVE THRU-FASSENGEK FICKUF D EXIT K THANK YOU Q DOVE THKU-DEIVER PICKUP TACO BELL CONVEKSION KT E EXIT ONLY L WELCOME F EXIT ONLY M KIGHT TURN ONLY LOT 2 FAKCEL Q SITE AKEA 44,500 5.F. G DO NOT ENTEK BUILDING AKEA.. ........ 2.2405.F. CONVEKSION STANLEY VILLAGE SHOFFING CENTEK ADDITION AREA 332 5.F. PROJECT: NUM5EK OF BUILDINGS ........................ 1 Tzo Mu co,MENON U.5. HIGHWAY 34 (51(3 THOMFSON AVE.) & HIGHWAY 34 TOTAL BUILDING AKEA ............................ 2,572 5.F. EsTED PA'ic'ORADO STAILEY VILLNM SHOFFDO CWTE. SITE ZONING CLASSIFICATION.......... C-0 DATE: ElÂ¥-O FOI PLA-- ESTES FARK, COLORADO FKOFOSED USES ................. FAST FOOD RESTAURANT 10/04/99 a MAXIMUM HEIGHT OF BLDG. ............... 19'11" LAKIMEK COUNTY, COLORADO PARKING SPACES FROVIDED.. .......... 78 IHEET *-DIK HANDICAPPED SPACES PROVIDED.................... 2 SCHEMATIC DKAWING: 50-1 FIELD VEKIFY ALL DIMENSIONS NOKTH AND PARKING CONFIGUKATIONS SCALE: 1"=20'-O" Â©@0Â©@2@1@G@)@Â®Â® e Â® 3@Â® 1<11<0Â«14<0~j~1<0<14<0<1<0<0 /(~U 24" HI IKONF WITH ' GASKI ' KISET INVEKT INLET / 2 NO. C *1 5 2 71 3 1( 4 U , + NOTE! 64TH \ EXTEK 3 -3 92 iS 76 -1 r- \ 0 (9 El rN '13 iCI w, , v u-vv v u'.6. (11 ' ' oi . V ' - ./ I.''I PEFRESSED KAMP LCURB EDGE SIDEWALK U 1.4 x 1.4 W.W.F. . LIGHT 5TD. DETAIL NONE 15 MENU BD & 5NSK LOOF NONE 13 H.C. KAMF DETAIL NTS 10 SIDEWALK NTS ~ 23 111 1 '594Â« 5'-0" (MIN) ' T.503013 OK BELOW LOCAL FE ST DEPTH 1 17" MIN .- I Â· I . . %m --0 0 . .. I I. . 0. .. . . .: A- 0 . , .12 Â¢ W 1 01.1 ~11 ~: -. \ .-0. /0 . . ...0 4. *7894'*ff - ... . 0 .. .4 - 4 --U-411= .. I . . I . .. .. . . lA. '. 0 .. e. - -' I , . 0 .- ... 0 . .. . 1. . ,% .. I V .. .. 0 0 0 - , I ... . . 0-0 0 . I . I . .0 ... . 0.0 4 . 0 4 ./ 0 -0 .. 4 0 - .. . I . . 0. 0 . 1 0 . 0 k . .. . I 0. 0 .. .. 0 - . .. . 0 I . 0 - 0 0 0 . . . I .. 0- - , :. . P . , P . I. . .. . A \ ... . .... I. . 0 . . 0. . ... 0 I 9 . . 0 - I .. . I. Â£ = I. . . . g '. 0. 6 . I . . 0 0 1. . I. . . ... , 0 0. . , 2% R /.*~4 1 0 .. . a , Ni\ . 2444â€ž . , .. 44% Â¥* 0 â€¢ 0 ...,le/ -... . A . .. I . I I 1 0 - . A .. ... . D. A 0. 0. ... 0 I. I. .'. A 4 00 0. - 0 - - 0 .0 . 0 ... - - A .. .. , A D . .. I ... ... . I .. ... . D .. . . I . -. ........ ... . 0 0-0 . - L A , 0 . 0 A . 0 0. 4 A . ral i 4. . .. ..=6' I 0 - . V ... . , 0. . C A . 0 . - ... , 0 - j . I ...-. .. . 0 .... . ...... ...0 4. . . ... - 0 0 0 0. . 0 .0 . . . - 0 - 0~i I .0 0 0 - 0 ./ 00' Â· AME - ' ...... / I. 0 . I . 0 0. I ... - . . . I - I- I.'h..Atilital.- ... I . - 1<ecci~e(1 Inte 28/1'B.zz/ Town of Estes Park Permit bmber G. D OLD /11 Recinal 11, JU~ Grading Application / Permit \pplieatioll 1Â·.,pirel le'lf-/-1 Department â€žf Hoildint >ofet> 1 70 '121<(,1.egor \,critic P.O. 11*,r 12(1(1 1-:stc~ Park, C 0 81)517 (,etictÂ·,11 Infoim.ition & In:~jection I ine (9711) 577*3731 ' 1- 12%~ 497(1) 5H6-(12-49 i,i,â€ž.c,Â·tcÂ·rict.com 14,rnit I<,pile' ~--7~~Â·2--7~~ .lab Addres~ 0 3,1 8 / -Ukr*on 440 .1 Pm-eel# 35244-39-002 Ouncr's #ame: Stanley Village Shopping Center, LLC Phone: #ddress: 1130 38th Avenue Suite B Greeley 30 80634 (Streen 1(-Ity) (State) (Zip Codej C ont,-detor: 13(4 Â·zo,5 . 6~tr-~rac.~-0/5 A-- 10â€žn Licenve #: '7 i'L79.imne: 9/3 - 94-7-9700 \ddress: -1,4 1 G# l f-- fttf MALP- qob 4109" -Ch 7 7017_ (Stre.119 , City) (State) (7ip Gkl.4 (;1Â·ading Permit required i f an, of the following ure true - please check all that appl>: O Cut gicater than or equal to 2 fect O C tit creat:+ a +101,e greater [han or equal to 67% 0 1111 g,Â·cater than or equal to I f{10{ 0 1'111 eveateN d ~lope greater than (nÂ· equal to 211% O I ill giÂ·eater than or eqirid to 50 cubic >ards O â‚¬ hanging #torm â€žaterÂ· direction or ,Â·ate (,1- Ilt)*, to ptil,lic light of i,;1> 01- lieight,Â£,ting propeit> O in an> 1Â·Ke,Â· sethack, tloodplain, or Men-1111/8 171 :trea O An> earth-work A identified .,bove i,ithout 01Â· prior to u building pei-mit O An, earth-work approved b, a Development Plim (Engineering Required) .Hubmittah: 0 bite I'lan, â€žith criling arid proposed ContourN und drainage 1)(scription ot Uark: Parking lot improvements - Big Thompson & Wonderview Cubic Urd, 011 cut & fi|Ij: 100 eu yd cut, 650 cu yd fill (550 cu yd net fill required) 1 . el l, ly tin. ,4 411* .imi,1 i. 1 11,Â· and c,inÂ·ect and agnÂ·,Â· :, p.Â·i fut m lit,Â· IÂ·,11 k de.cÂ·j ibed .1, c, i, al u 12, 5,% 1,1.111. :11â€ž-11 le: i, iii.,lit,i] 11 int ed. l e, i< 1.Â·(1 and a pi, ,\ cd. ami comply \# 1:h m,11 â€žrdin.intÂ». w,ile m,1 fudetal 1.twi .t. .4'elt .i~ hul|,112 CO,le. 1 :er:if> th,11 1 hauc ille p,Â·473.1,y â€¢,wnei . :1~.tii,ulty .ind permiwil,m lo apply :,MÂ· thi, pelmil. Addill,in.ill>. 1 1 N [)1: R>,T 444.111 HAT 1 4 9 Rl +PI)#CIRI F FOR 11) I,Fl S OR t '(PI #NEN frâ‚¬'llftRI-T) roR P 1 t 1 RFVII-U, PFR ;ilT+. friP[ ( TIC)0 + 15'f) (,THER 1 1.1 & \44<)(21 \ I U) w 1'111 l ili>, \1'll IC\ ! 10\. O C'01!tractor,AJ~-;7 El(hwier O Oi,tier's .\Rent O Ten:rnt 221-~1-(30_2--66%T,3wc-~Lkil,*#v&:-2 ~_21-9 1/0/ f fi - 2**Â· Office Use On[> **627 In%pection Checkliw: 0 \ddrew Poited O Cut / 1/ill at propert> line, O C Ni,tiÂ·actor + 1.iceined O Public Right of Way* protected O Permit Packer \#:Iilable O Work done per Engineering / Plany O Limit* office Di,turbance O Final lithpection - DiÂ·dinage O Erosion C ontrol Application information -Appoved fli,approved FelÂ·b INannitix Public \Lirk# Bundint: 20*1 105. eD ('Cll<UN # (,ic,Â·las Zoning: H 6.00 Plan Revicâ€ž 1,311 Ihii kii n g Oflicial A Dde 030,00 iJlu_ 7,CJ-t-310 wt -01 a -lotal \Serve, 1 -3 huildingdept form. .Â·\Fllications Over the Counter Ciridhny Oading 11$1~ Rev sed 1 20/201 i -< H 2--5- '-25Â©h, IC LED 00 *~~ 0 6 2017 TEMPORARY CERTIFICATE n OF OCCUPANCY EP ESTES PARK COLORADO 537 Big Thompson Ave B-10707 Address Building Permit Number The work approved by Building Permit Numbers B-10707 has not been totally completed. However, applicable life-safety requirements do comply with Municipal codes. Therefore, to allow owners the most possible use of their property, a Temporary Certificate of Occupancy is being issued. However, it is the responsibility of the contractor and the property owner to complete all requirements associated with the permitted development, in a manner complying with all Municipal codes. No changes from the approved site and construction plans are authorized, without prior approval of the Building Official. Conditions of approval for Certificate of Occupancy: BUILDING DIVISION The following conditions must be approved prior to issuance of a CO: 1. Hand rails to be installed for patio steps. 2. Install fixed gas pit. 3. Town business license affidavit approval is required. PUBLIC WORKS DEPARTMENT All public improvements and grading/drainage work be completed per the final approved plan(s) and be approved by Public Works prior to the issuance of a future TCO or CO. This includes a few minor deficiencies noted during our TCO inspection on 5/16/18 and discussed with the contractor. Provide As-built drawings of the civil improvements addressed by the plans described above; must be signed/sealed by a Colorado PE. HEALTH DEPARTMENT Provide accessible trash bins at all hand washing sinks. Install transition at entrance to service/prep area and entrance to restrooms. Raise floor drains in restroom to be flush with floor finish. WATER DEPARTMENT Backflow device approved on a temporary basis as-is, but needs to be moved and re-tested/re- inspected prior to CO. Contractor from Brazos agrees to have this done prior to opening 5/24/2018. This Temporary Certificate of Occupancy expires June 30,2018 771 - /5Â«0 4-02.- 1 J ta-2>7 ~,/, V r )/4, 23 ~ 3 0 + 3 dentract~94 ~ n 1 v Date ftp*~ ~66 - -- 1 50 j Bele 20/8/06 /Â» wner />/ -flilil~pt Official Date This TCO mav or mav not be extended at the Chief Building Official's discretion for a period not to exceed one month. Fees to be determined based on the number Of Departments / Divisions with comments remaining to be resolved ($100 minimum fee). Received DateD/M 1-1â‚¬(f Town of Estes Park ~ Permit Number ~- /6707 Received By ( 7 l*j| Commercial Application / Building Permit 006*1 1-22-/0 Department of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 Application Expires General Information (970) 577-3726 = FAX (970) 586-0249 ' www.estes.org/CommunitvDevelopment Note: Use this form for Non-residential and Mixed-use Buildings Permit Expires LAU-/8 (pos, 629 SMÂ· Job Address: 52>1 B{ G 1-Momps.1 Ave Esm'h â„¢att 4 430517 Lot Size: sf/ac Lot: Z. Block: Subdivision: el-A,Â·Â·(LVUILLAGGE Parcel #: 662443?a,s Owner Name: er-Me,Kis Cof*WE Corn'AM,j Phone: 727-207-(488 Address: (05 90 5.160[:>L.pls GRead Clecu; 5urre 450 42,galuzzo UlluoGE- 6-62, a, 4 11 Contractor: 22-â‚¬09 Cortflk?jorS Town License #: IP-7 8 phone: 7/3- 947- 9700 Address: 9,1 I Ao (f Freeutxy D- 400 Up u + n 110 7-70} 7 Email Address (REQUIRED): d s Lvartz.gelarloucki. corn e,PabITâ‚¬(2 : Kak â‚¬ e Sun SUC.u 09-, The Following Applies to New Work Only - Complete all that apply: ~blew Building OAlteration Â¤Addition Building Usels): Existing Fire Alarm Existing Fire Suppression New Fire Suppression Existing: proposed: (20iBES{*P Â¤ Yes 0 No Â¤ Yes < No O Yes [~40 Sewer: ~ Estes Park Sanitation O Upper Thompson Sanitation Â¤ Private Septic - Requires Applicant to first go to the Health Department. Plumbing Involved: O No ~Nes- State and Town Licenses Required Fixtures: 0-Add Â¤ Relocate O Replace O Demolish Water Service: O Existing g New - #of Meters: ~ Meter Size: 1 ~20 inches Electric Involved: O No *Yes-State & Town License Required. State Permit and Inspection Required. Service: Â£ Existing *New D Overhead <nderground; 1 New Sprinkler System Line # of Meters: ~ ; Meter Size: 400 amps; Temp Meter: O No ~Yes Phase ~3~ Volts .(29~Z#15 Type of Heat: NOGas O Furnace Fuel Gas Involved: O No O Yes - Qualifications and System Sizing Required. O Electric O Boiler Type: ~Natural Gas Â¤ LPG # of Gas Appliances / Outlets: Building Height: # Floors Basement (sf) 1st Floor (sf) 2nd Floor (sf) Garage / Carport (sf) Porch w/ Roof Deck w/0 Roof Fin A||6' Fin 23;9 Fin ~~- Attached ~~99- (sf) (sfL /,9- one Ft. U nfin 1â€¢~M Unfin Unfin Detached Al~,9. aIR- Job Description: 61200HD UP OAFW WiT,+ 0140, TWe.0 1#433;.333.4 Mate)!372, 251 88 I certify this application is true and correct and agree to perform the work described according to plans/specifications submitted, reviewed and approved, and comply with local ordinances, state and federal laws as well as building codes. I certify that I have the property ownef s authority and permission to apply for this permit. Additionally, 1 UNDERSTAND THAT I AM RESPONSIBLE FOR ANY FEES OR EXPENSES INCURRED FOR PLAN REVIEW, PERMITS, INSPECTIONS AND OTHER FEES ASSOCIATED WITH THIS APPLICATION ~41 O Contractor O Owner ~#Owner's Agent O Tenant 94&/906446'Af~v'v%tl,// Date 7/24/1 1 Print Name USÂ« Sunjerland Office Use Only ~Wbescriptidrrf NEk) 0694 ~FIERC Â¢ At ed/LArd G Fees Department Approved Disapproved Applicable Code(s): Type of Const. Occupancy Class(es): Public Works 20/5 1-GASS 48 A-2 Water 64(4Â¢00 Occupant Load(s): Floor Load(s) Roof Load: - Light & Power 409.00 79 COG 49 ---ing /0$,00 Variances (attached): Fire Alarm System ~ ~ ng 90 (1 Ur O D . 0 '45 fd (73~7 ?4 4~~'~0 6 9 1 - Plan review Front Side Rear t . 1Mt-4 Counk Tax Setbacks ~ ~ ~ ~ Cert.~f Occupancy ~ )00.00 Zoning Census # ~BY:..- - ----- -Othir Hazards Geo Wildfire Flood Building Official -,- Date 0,%45 Tolf Cl *,qqq .31 ; t l ,(-2%13[ g/24, 4Lk 2-019-09 -09 U:\BuildingDept\Formsan~ferences_Building\Applications\Commercial Building permit\Commercial Building Permit 2011 APPROVED.doc ReVised 8/19/2015 - KT J 49 - C :*i 2Â· u.~ u :4 . 4; rt 3 0 1 2 00 Q : - ~4411 - : i: T 1 .@ O N h ti 2 -81 _1-3 OE 4, 0 0 -1 0 74 f, 0 ' 1 - . . 'kE = 2 CS fi . I Â¥1 Ail f i E Vit -,e , U t 0 0-0 0 1 E--- ,--+ 0 me<>#Z= O M b 05 0 10 1 0 d k O 4 2 2 73 0 2%* â€¢ -4 U 0 rm t 2 32 I & 1 ag , 4. -3, ./ 24 2 Z 1 P .51 1 0 ! O C A, 4 7 O 0 Ck -ti 00 I'â€¢ I ! 11 -0 4. d u CO 0 04 a1 DA 00 1/ 2 41 MUci 2315 ordinances of the Town of Estes Park and is hereby issued a r Certificate of Occupancy 537 Big Thompson Ave ommercial Building has been inspected for compliance Certificate of Occupancy Building Permit Num Zone District suompuoo Imoods O 00! !PE[ 0Iquonddy 0930 SUIPTInEI 0917 01.InS '113 uool{) s-IDIPPId- S 08Â£9 I I I 08 03 'OjEWA POOAAUgglf) 03 994406) s10nqielS 0 SSO.Ippv pUE OUIEN *#443 -MÂ£66,#Â·*$.2 93*44!P ~~ 4.. . . ..ar . 13 I.n villf. r ~r ~ .... 14 4.30 . : $ -/8.,RE'. 1 ni E8Z ~htÂ©Hl 'Er kit'llilliajilliA \.. , tk. E I I -52& f :3 --I . N ... 1 I . 42 lie ; 41 ' t, C I . r rk. 46 ./-- . .. .....4 WA- / li fillil / 5 r.10*I.- . 6 LA I ./ S f . 4 . 1 ,;Ilill 1, 11, ..4 ~ 4,1,4 . .. 1,6 4 Ef f > t ... 1/ 44 4/4.6 - - - -,11 .4 0 , CL u. 1 r. I * b A - .44 W - . 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