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HomeMy WebLinkAboutF16-0035_FP1 plans approved.pdf ZVI' Oj 1111100% Vail Fire&Emergency Services 06/28/16 Western States yb IP. .. It- lir •A 6, Fire Protection Co. , ~SAradd/e creek Rd .of T S 274 Center Drive moo,),._ y ... Spraddl e Creek Rd RpNTgGE j�pgp E Glenwood Springs, Colorado 81601 sc' glO 90 y Tel.: 970-618-3294 Fax 970-945-9504 S Frontage Rd W ,,,, Colorado State Registration Number: 032 Eagle Valley Pharmacy _ �� 1 16 FLOOR-CEILING SYSTEMS, NONCOMBUSTIBLE Four Seasons S Frontage Rd E G GA FILE NO.FC 1110 GENERIC — i 1 HOUR Private Residences S Fro FIRE W Meadow Dr 1 stage Rd E GYPSUM WALLBOARD,STEEL JOISTS,CONCRETE SLAB Village W Kelly Liken w The Seb••!.: ail S Fro, One layer 1/2"type X gypsum wallboard or gypsum veneer base applied at right angles , Meadow or EMeadow Dr i i to rigid furring board o nts channels o.c.with 1"Type S drywall strews 12"o.c.In field.Gypsum 1 midway between continuous channels and attached to Campo ale noradditional places of channel 52'long with screws 8'o.c.Furring channels wire tied to , 7open web steel joists 24"o.c.supporting 3/8'rib metal lath or 9118'deep 28 gage corrugated steel and 2'concrete slab measured from top of lute.(Passed 90 minute Go1e GeeK E Meadow Dr fire test restrained and unrestrained.) SITE LOCATION • EMea o Austria Haus s w Club&Hotel Starbucks UNIT #205 R E M O D E L L•�I Sonnenalp a, m �" C 9 seas O/- 4 Approx.Cerin GENERAL NOTES er°`,„,Rr, Creek Betty Ford Weight: g 2 psf Alpine Gardens Fire Test UL 82717-30,8-12-64, Willoiy UL Design(3502 A Dole Creek Dr 1. THE SCOPE OF WORK IS TO RETROFIT A WET PIPE FIRE SPRINKLER SYSTEM IN UNIT#205 PER NFPA 13R 2010. Forest Rd NalowR PIPING IS BEING INSTALLED FOR FUTURE SPRINKLER SYSTEM TIE IN. U ,,0 v v Red I 2. BUILDING IS AN EXISTING FOUR STORY RESIDENTIAL BUILDING WITH CONCRETE AND STEEL BEAM 1- — CONSTRUCTION. THE BUILDING IS PARTIALLY SPRINKLER WITH SPRINKLERS BEING INSTALLED AS UNITS GET - REMODELED. i Q 3. RESIDENTIAL SPRINKLERS WILL BE INSTALLED THOUGH-OUT THE UNIT. THE SYSTEM IS CALCULATED BASED ON Z = 1- VICINITY MAP THE MOST DEMANDING 4 HEADS WITHIN ACOMPARTMENT WITH A0.1 GPM/FT' DENSITY AT 16X16 SPACING. LT 1— SCALE: SCALE: N.T.S. 4. THE NEW PIPING IS TO BE COPPER. 5. NEW PIPING WILL BE DESIGNED, INSTALLED,AND TESTED PER NFPA 13R 2010 ED. u.,• T SITE PLAN Approved for install Vaughan 0355 6.ANY REQUIRED WIRING OF DEVICES,AND FIRE ALARM SYSTEM WORK SHALL BE PROVIDED BY OTHERS PER SCALE: N.T.S. CONTRACT. a 7. TENTING AND INSULATION BY OTHERS PER CONTRACT. ur 8. OWNER TO PROVIDE ADEQUATE HEAT OR INSULATION TO PREVENT WET PIPING FROM FREEZING. 9. DRILLING HOLES THROUGH STEEL OR FINISHED CEILING BEAMS TO BE DONE BY OTHERS. 10. EXISTING PIPING IS SHOW AS DASHED LINES. 1— z w 0 z w a rn rn w a w J w Z 0 O 0 P a_ w 1r J U m to < w ❑ w CC Hanger No.025 J Inverted Top Beam C-Clamp(Beam) m k SIDE SAMMY SCREW SA AND ROD SCREW 2 0 0 - COPPER PIPE HANGER SPACING >- Side Sammy Sereew (7 /71 /Tl Steel I-Beam or "�” o mnonm�m. 1 Bar Joist �♦/ 3 �i — "TJrJoist PIPE SIZE MAX HANGER SPACING EASTERNER HEX HEAD SIZE } I I ,iiii//iiiiii Round to ¢ B 1" 6'-0" 5/16" I I I Nearest Inch° All m w —I — Sammy Sereew CO N —._.— _ _.F. I— — e e Thread 'm� I UNIT 204 1 e 6 Rod cO deli iM 1-114" T-0" 5116" Model 300 Michig All IIIIIIII - To2Beam C-Clamp Thread a Rounded to 3l8" 1 Q i or Equal Rod lEl Q Nearest lneh �I/ Round to e Pre-Drill Hole 1-1/2" 8'-0" 5/16" witll Lock Nut Pipe `"" Q All Nearest look Thread /..........Ni. 1 1 1 Swivel Ring—A' Rod e 2" 8'-0" 5/16" 1 v i \ MP.Pipe • II Z 1 ♦ I I 1 Swivel Ring _ S Pipe z 2 ♦ n �� Swivel Ring Z \ Note on Plan:Hanger Number and Dimension 2"Max. / 1 ♦ I CAE 15���.r I 1 �''t • 1 i gtoi ` HANGER DETAILS tl 1 o I i MP SCALE: N.T.S. w 0 1- SOLID YELLOW= PIPE TO BE i i UNIT '1 .'5 I i Note on Plan:Hanger Number and"A Dimension Note on Plan:Hanger Number and'A'Dimension re w m INSTALLED DURING REMODEL O- I I 0 D 1 ., I I 1 U) CAPPED UNTIL FUTURE TIE IN ^ _i .N` I i co •6 L - • ` \ _i . — ''+ _ _ EX 4" STANDPIPE SOLID RED= PIPE TO BE - —V' ,,a__i 1 UP FROM BELOW a o INSTALLED AT FUTURE DATE (N.I.C.) O / ; 4" FEED TO SYSTEMc/ c/� c/� c/� c/Nc/�fF- Z \ \ \ \ \ \� 6 •o O �n 4 •1 B OI, O 1 4 }ryti _ _ _ gm _ _ 4 E1 _ _ _ _ — 4 DRAWN BY:TYLER WILLIAMS / 1 48'-111z ; UNIT 20 31'-4 w° — — r 0 18'-7%— DATE: 06/20/16 ♦ I I D I11 1% 1'r. 41% I 1% 1r1% -esar'•tia -1- 1 \ c' ./ '-0 1 6'- 1'-334 I C• I 4- — T-8 1'-4 '-1 •.� v ' `�� - 4 I q o I CALC AREA ,�'�', O A ' o �I • t� pED4'Zr' e e W I PRESSURE 117.3 PSI , o o u J O +ti o I I �_ _de ii-: 1 FLOW 133.3 GPM 0 s 0 I I l ft 1 SAFETY 15.8 PSI n . 41 N `z. r-- 1s'-3 - 6 r rn 4 I I I I 4"AMES COLT 400 RP OSY BACKFLOW 4 --1 � ♦ 6 17_g � CORRIDORS—'"' � , • a 4"BERMAD 700 SERIES PRV NOT CURRENTLY INSTALLED'SHOWN FOR NYDFAULN;a) , c-c) I I I v o 1i • y U ,:r DASHED PIPING ON —V _ W GARAGE LEVEL BUILDING RISER DETAIL- Q, s 0 BELOW ,y = � > 2nd FLOOR - UNIT 205 FIRE SPRINKLER LAYOUT Thomas M. Coakley, CET SCALE: 1/8" = 11-0" Western States Fire Protection Co. NIST Level III Registration #107852 Sprinkler System Layout, Water Supply Data Data Supplied by Vail FD 4 Statiepressure lsopsi CONTRACT NUMBER Residual Pressure 15.090 psi CS2809 13'-8 1, Flow 721 GPM C From Previous Remodel Sl ]'l$ v Location:Village Inn Plaza 0 \ Ilage Inn0 DRAWING R od l FP D NAME g.cat 0///,/,' .- 1 O 6 6+ -- %° SHEET NUMBER = = = = = = = = = = = tib _- ` . = = = = = = = = = = = = = = = = = = = - - - - - - i i - - M u!�t 72'1 Fire EX 6" RP DOUBLE o I ri n k I r Plan n CHECK BACKFLOW © • S p e a PREVENTER EX 6" DI UNDERGROUND FP- 1 of 1