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HomeMy WebLinkAboutF16-0068_FP-1 Plans Approved.pdf i„ oOI 1/4/ Z 'PLI4 I I I I I I I I I I I I I I I I I I(I; -12 ii7U7' FLOOR-CEILING SYSTEMS, NONCOMBUSTIBLE 4Hanger No.02S Vail Fire&Emergency Services 12/06/16 -. P add/e O,eek Rd �O'ddi �o,r _ Spada �e GA FILE NO.FC 1110 GENERIC I 1 HOUR Inverted Top Beam C-Clamp(Beam) �9P9 ekRd FIRE SIDE SAMMY SCREW AND ROD I ' SAMMY SCREW aw GYPSUM WALLBOARD, STEEL JOISTS,CONCRETE SLAB j o I Thomas M. Coakley,CET S Frontage Rd W a ai Side Sammy Screew Eagle Valley Pharmacy / * One layer 1/2”type X gypsum wallboard or gypsum veneer base applied at right angles tee,I-8aa"„r / e \= Western States Fire Protection Co. Bar Joist �� ��i4v;:,vlv;:�r "TJI"Joist 7 SFrontage Rd to rigid furring channels 24"o.c.with 1"Type S drywall screws 12"o.c.in field.Gypsum _ NICET Level III -. board and joints located midway between continuous channels and attached to iiiii�iv�� Round to a - _= ..,F3= $FFO Registration#107852 W Meadow Dr WI Mage Rd E / % Nearest Inch= e All m @ __ Sammy Screew / xekyriker w Thesebas ail s Fro additional pieces of channel 52"long with screws 8"o.c.Furring channels wire tied to e e� Thread a 776.74\ /� e : Sprinkler System Layout WA,,,,otvo EE Meadow or open web steel joists 24"o.c.supporting 3/8"rib metal lath or 9/16"deep 28 gage Model 300 Michigan All a 01111 Rod Z =i1 Top Beam C-Clamp Thread aRounded to 'Q'P31ecorrugated steel and 2"concrete slab measured from top of flute.(Passed 90 minute orEqualRod tgl Q Nearest Inch % :C nRoundoAllPre-DrillHole1e fire test restrained and unrestrained.) IIIIIIII SIL P Nee estlncha The Signa - !�eftWI `- `!, wth Lock Nut _ Pipe QcogsG FMeado " FMea 1 Swivel Ring ;� Roe _c[ e `_I, .Club&H I y'. IIIIIIwsonn I ° Pipeena pJ' "11.14* w Si ffill Swivel Ring Pi eeea�.edGo $ �� Swivel Ring 2 MaxI °,,n Rd ,P C k serty Ford d Note on Plan:Hanger Number and'A'Dimension4„ r Alpine Gardens . ...efGieele.d w,, MN 411111r s r ' s `r'° `;ore creeCor 5 z ,, wu,Gn Approx.Caging Me RO Weight: 2 sf Note on Plan:Hanger Number and"A"Dimension Note on Plan:Hanger Number and'A'Dimension illi % 9 P 1,I ti `v 7 Red,I Fire Test: UL R2717-30,6-12-64, UL Design 0502 SITE LOCATION VICINITY MAP Western States SCALE: N.T.S. litO Fire ProtectionCo. 274 Center Drive Glenwood Springs, Colorado 81601 Tel.: 970-618-3294 Fax: 970-945-9504 Colorado State Registration Number: 032 I— a Village x w J .. = O LL I— El: - 2 w UNIT #501 REMODEL LL Y GENERAL NOTES 1. THE SCOPE OF WORK IS TO RETROFIT A WET PIPE FIRE SPRINKLER SYSTEM IN UNIT#501 PER NFPA 13R 2010. PIPING IS BEING INSTALLED FOR FUTURE SPRINKLER i- z SYSTEM TIE IN. UJ r. BUILDING IS AN EXISTING FIVE STORY RESIDENTIAL BUILDING WITH CONCRETE W D- ND STEEL BEAM CONSTRUCTION. THE BUILDING IS PARTIALLY SPRINKLERED WITH 0, SPRINKLERS BEING INSTALLED AS UNITS GET REMODELED. 3 Approved for install -0355 SYSTECC 3. IM IS CALCULATED BASED ON THE MOST DEMANDING DENTIAL SPRINKLERS WILL BE INSTALLED 04 HEADS WITHIN A °-za COMPARTMENT WITH A 0.1 GPM/FT2 DENSITY. a J THE NEW PIPING IS TO BE COPPER. W Q 5. NEW PIPING WILL BE DESIGNED, INSTALLED, AND TESTED PER NFPA 13R 2010 ED. ° 2, •.ANY REQUIRED WIRING OF DEVICES, AND FIRE ALARM SYSTEM WORK SHALL BE PROVIDED BY OTHERS PER CONTRACT. 0 • 7. TENTING AND INSULATION BY OTHERS PER CONTRACT. y 8. OWNER TO PROVIDE ADEQUATE HEAT OR INSULATION TO PREVENT WET PIPING FROM FREEZING. m N 9. DRILLING HOLES THROUGH STEEL OR FINISHED CEILING BEAMS TO BE DONE BY OTHERS. 10. EXISTING PIPING IS SHOWN AS DASHED LINES. EX 4"STANDPIPE rn z UP FROM BELOW Z a FEED TO SYSTEM j 0 I_ w ce Lu co a a ` + I � 50'-0 31'-4 °71" W il b 18'-714 ~ O gr, 3 r CAPPED UNTIL FUTURE TIE IN SOLID YELLOW= PIPE TO BE � \' . //-- ° K C C <11 ii INSTALLED DURING REMODEL 4"AMEB COLT 400 RP OSY eACKFLow Z M v , i I III 4 BERMAD 700 SERIES PRV I NOT CURRENTLY IN6IALLED LORAN' roR HYDFA°LIca) © �v ` ` D RAW N BY: ZACK H I N S O N VAiosE� ❑ ❑ 2 ❑ 2 G� SOLID F�ED= PIPE TO BE � � AA>\ 1 RF Pooh 12'-7+/ w 11'-5 INSTALILED AT FUTURE DATE , DATE: 11/07/16 �� 7,6 FL . (N.LC.} II FLAT COM �•NA'I= _ _ 6% \_ - 6 Illlllfs viAL.1zoE� II 1 ; N l;.q ; 1 ■ Mr ��/riiiis4 4 BUILDING RISER DETAIL KIDS'LOFT 4 I H. It" " - 4 01 � cxvl In • Ir,SKYLIG 1 I� 41 © / 6'-10 20X20 100'-5 wTM@ G G ENHALLCE\ 0 rGfi2 I- 3. I 3'-8 0'- r El, � :-C' / TX ❑ EV-0"F ❑ en. ■ 1051 , I I H I a / H, ��m//////m//m/m////////////////m//////////////////��//m///////////////////////////////�/�/, Pxge -0'FLAT _ �� 110:- /i o' -11Ph 6J ;, 6J 4'-ii • 6J GJ 0-1 2,y�6ft2 xgc;SKYLIGH oxgSSKYLIGrrr B 7 I s Ic--1 1-4 VAULTED 1 VAULTED _ /, PxQC,B Lp4r. ❑ ❑ `V OW.I.C. •2'-4116 - o \ VA LLTED - VAULTED EX. PIPING ON ca H LOFT D9FLA POUIT OPEN TO ABOVE NDININGTv' IR° GARAGE LEVEL C..) ' xgr,SKYLIGH - rydgc rGr{T BEDROOM U 111 .. N W -.LAT _ ❑ ❑ BELOW �( >, VAULTED IIIIII�III </ 11 -r FLU - �'^ 118 I 2 pl \ �® T - v 9�► •_ '_ I ❑ pxgc;WOOD WRAPPED BEAM AT 0 SHOWER 2.. 5ft „ III ik. I' 1 7111 �A co ^la xgc;SKYLIGH 1+/A pxgc;Sryr LIG 4 0 i LATH ❑+ ❑ x9� gc;SKYLIGI 1+/n 1'-0 1'/ • �+1 rel° 8'-01 3 1+/a 103 8'-6 �I2'-1 /z a a o gc;SKYLIGI •',0+/ O KITCHEN a� VD 1 ❑ OPEN TO ABOVE 0 VAULTED SKYLIGH l�,' , ItJBLE 10'-7' cn 20X20 1 me 2�': 6ft2 I a I� OOM Q px .l3v DD 5EEAMS AGAINDi vE1 LING - N 1„ • ❑ 20X20 q_ Water Supply Data 0 pxgC:W000WRAPPED BEAMAI pxgc-8'- L 4 Data Supplied by Vail FD (� e'o FLAT Static Pressure 150 psi 13'-8 O Residual Pressure 15.090 psi 1 K �'o+ro Flow 721 GPM > 20X2 r/ 2-61/2 ' From Previous Remodel M © 04E CALC AREA I El .,a'.. FLAT $ +�' Location:Village Inn Plaza Co IVING HEADS 4 ,I41, vr .M+- IM 11tt\ Itt■ Itt■ It■ - 1 PRESSURE 115-6 PSI ' FLOW 91.3 GPM IFNI\ O CONTRACT NUMBER 7'-0 SAFETY 31.4 PSI '� pep a - EX 6"RP DOUBLE © 2911 0 1 \ '� 20X20 "cI•THI OPEN TO ABOVE CHECK BACKFLOW • 1 �` 20X20 PREVENTER EX 6" DI DRAWING FILE NAME -0 6'-1 � i] - UNDERGROUND Existing 2-6%2 2 r 20 20X20 VAULTED '.x..,,.- 2w �, 0 13 $FL .-e. " < <� SHEET NUMBER o e+ MDRTER • ❑ o I it Q" BEDROOM T I I 1 n ���', Fire 5TH FLOOR - UNIT 501 LOFT FIRE SPRINKLER LAYOUT ice_ = -- 5TH FLOOR - UNIT 501 FIRE SPRINKLER LAYOUT Sprinkler Plan p 0 2 4 8 I 2 4 I I I 1/8"=1' 1/8"= 1' FP- 1 oft