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HomeMy WebLinkAboutVail Village Filing 7 Tract B Northwoods Bldg F Alarm 2003.PDF REVISIONS: NEW FILL CUP OR 600 VAIL VALLEY DR. 600 VAIL VALLEY DR. NEW 2" DIELECTRIC FILL CONNECTION EX. 4-STORY BLDG. EX. 4-STORY BLDG. APPROX. 19,2001 APPROX. 11,5001 UNION NEW 2" REDUCED 1 2'osa�r w/TAHPER PRESSURE BACKFLOW 2. 1'GLOBE VALVE 2 PREVENTER W/TAMPER EIDSTMG 2'•scH l0 3 2'GLOBE VALVE N FROnI RISER ROOM _ 4 2'CHECK VALVE 1/32 CLAPPER HOLE SWITCHES INDICATING VALVE � —4SEE PLAN 5 r coPPER oI W/TAMPER SWITCH Q SEE P1 N UNIT 1 �� �' R 2 2 2 2 DEMO THE PIPING Q � \, UNIT 2 BUILDING CONNECT TO CONNECT TO ITHN THIS WINDOW W o UNIT 4 6 7 -U INSTALL NEW PIPE UNIT 3 UNIT 5 UNIT 6 EXISTING 2" O EXISTING � O 31 41 51 UNIT 8 AS SHOWN TO LEFT ® UNIT 7 STEEL PIPE NEW COMBINATION g INSPECTOR'S TEST EXPANSION 5 • N I ® AND DRAIN VALVE CHAMBER 0 ` I W/SIGHT GLASS z O I— O o I 2 w U '� TO DRAIN � U N O ► I 1 � EXISTING ANTI—FREEZE LOOP I 1 1 1 NEW ANTI-FREEZE LOOP Fji N 0 SCALE cy- � N I w FP1 NO SCALE LL. W1 U1 � 1 WI � 1 O —j W pp 0 p J 0 I o o I � I cp p I WASHER o I 1 j LOCK WASHER co N f 1 F Z I 1 Z 1 1 2"SCH 40 TO BUILDING b'&'F• EXISTING 4'TO FDC W N c~i� z x F- w �� ~- 3/8" DRIVE SCREW FOR 3/8" COACH SCREW (UP TO 2" PIPE) Ii w I W w 1 1 4 -- 2" AND SMALLER PIPE " " Q WOOD JOIST �/�1/2 COACH SCREW (2 1/2 TO 6 PIPE) U') - 1/2" DRIVE SCREW FOR 1 w d° 5 4• 2 1/2" - 6" PIPE Jam---ROD COUPLING W 't I2 I p a r c 1 6x4'CONCENTRIC REDUCER n n _ " LL.. .+.i vc�i d 13 U I LD I N G E 2 TAMPER SNrrCH 9 I 3/8 EYE ROD FOR UP TO 4 PIPE 3/8 A.T.ROD (UP TO 4" PIPE) J ai 1 I 1 1 1 J 1 2" A.T.ROD 5,6, AND 8" PIPE a 3 CHECKB F 860 DOUBLE PREVENIER RING / ( ) �y COMPLEX PRIVE N 4 SYSTEIJ GAUGE I ''----RING L0 1 1 1 5 2.MAIN DRAIN 1 6. SUPPLY GAUGE 1 I I I 7 6'FLOW SWITCH W F.H. 3 UNISTRUT NUT ,o 3/8" EYE ROD (TYP 2) 91 Ji 93 9 4" D.I.P. 95 EXISTING O N o z $ DRIVE SCREW m Vr 232-a LF WATER FLOW TEST EXISTING 4 X 21/2 X 21/2 E=NG STATIC: 175 PSI F.H. F.D.C. FOR BLDG D, 2 3 4 5 FANGED TEE To DOMESnc o BLDG E & BLDG F2 N NUT & WASHER uj o RESIDUAL: 100 PSI d I C o FLOW: 1067 GPM 4•SPIGOT (TYP 3) Z ANGLE UN STRU IRON OR PIPE i ¢ Q 10% REDUCED WATER FLOW TEST UNDERGROUND NOTES 0 O STATIC: 157 PSI SITE PLAN 1. SITE UTILITY PLAN SHOWN FOR INFORMATION ONLY. CONTRACTOR TO VERIFY. 2x4 HEADER 90 PSI v z FLOW- 960 960 GPM SCALE: 1 /16" = 1 '-0" 2. CONNECTION IS TO AN EXISTING 4" PRIVATE SERVICE MAIN. 2 EXISTING RISER `1l ° 3. UTILITY CONTRACTOR TO ENSURE PIPING IS FLUSHED AND FREE FROM FP 1 NO SCALE TMI JOISTS 2x6x6" LONG 0 ° DEBRIS BEFORE FIRE PROTECTION RISER IS ASSEMBLED. - _ CL 4. — — EXISTING PIPE. 3/8" BOLT W/WASHERS 3/8" BOLT W/WASHERS„ /3/8" EYELET Q LLJ RING 3/8" THREADED /�.---3/8" HANGER ROD Q HANGER ROD I BRANCHUNE z O O 0 c) NOTE: EACH UNIT DOMESTIC WATER SERVICE IS 24" OR 16" O.C. BRANCHLINE �4- C/-) O REVISED AS BELOW AND ALL ARE INTERCONNECTED w c U I TO INDIVIDUAL Q N 11 UNIT SPRINKLERS WITH 11/2 INCH TYPE M COPPER PIPE. EACH UNIT O 0-) IS FEED SEPARATELY WITH CONTROL VALVE, FLOW HANGER DETAIL SWITCH AND DRAIN. ONE FDC IS PROVIDED AND a, CONNECTED TO THE COMMON PIPING. ONE EXPANSION NO SCALE ul) N O O TANK SHALL BE PROVIDED NEAR FDC. U W � 10 1 Yz Ld 1%2 11/2 11/2 SPRINKLER PIPING IN CROSS SECTION IS TO NEXT TO NEXT DETAILED SPECIFICALLY FOR UNIT #6 UNIT 5 9 UNIT INDICATING VALVE ATTIC o / W/TAMPER SWITCH WATERFLOW SWITCH EXPANSION CHAMBER NO SPRINKLERS STOR PROTECT PIPING COMBINATION IN ATTICS WITH FROM FREEZING 1 L NO ACCESS =__- --- -__ — H � INSPECTORS TEST NEW FILL CUP OR -e-- '' Q Q AND DRAIN VALVE FILL CONNECTION BEAM q Gl a-- �O W/SIGHT GLASS 't� { 1 1 Z m LLJ O LIP, °aQ° NEW COMBINATION NEW -Y4" n ¢ —I � � 4TH FLOOR i W (n Q Q .b, o-4 ° .�O'� INSPECTOR'S TEST 4 g REDUCED Q : O ooC�/ $ ° 1 AND DRAIN VALVE PRESSURE © I o 1 �� TO DRAIN W/SIGHT GLASS BACK FLOW � Q O 8 S? ,�"5 OUTSIDE PLUG PREVENTER CONCEAL PIPE -r ABOVE CEILINGS c W INDICATING VALVE 3 7 SWITCHES 3RD FLOOR 0 � � w C) O Q 6 r W/TAMPER SWITCH a- Lp R� TO DRAIN .� NEW FP WORK OUTSIDE -Y4 8 9 o EXISTING ITYJPICOL CONSTRUCTION OOc��E THIS CONTRACT oO�G'1l DOMESTIC FIRE PROTECTION opt EXISTING 50 PSI MISCELLANEOUS AND $ `' PRV 2ND FLOOR BLDG F2 1ST (� FLOOR PLAN �o�O * 2 6 �G PUti` FIN FLOOR JOB N0: 0 03—D379 DATE: �a � _ � � 1ST FLOOR 8/27/03 Li ✓ f� 3 NEW RISER TYP SCALE: ��• / 5 10 15 20 FP 1 � ••G�SS �®• �, 1/8"_ FIRST FLOOR PLAN NO SCALE •,�J� '9�© ', DESIGNED BY: SCALE FEET ` SCALE: 1 8" = 1'—O" ����, e f BUILDING SECTION PROPRIETARY DOCUMENT JR / IN THE NATURE OF TRADE SECRETS, L THIS DRAWING AND A L O, �5 s ��, . �, SCALE: 1/8 = 1 —0 CHECKED BY: p ••••.....••••v��. THE INFORMATION, BUILDING BACKGROUNDS AND DESIGNS THEREON ;�+2y X11 FJ,,� , � . ARE THE PROPRIETARY, CONFIDENTIAL INFORMATION OF BFPE THEY PBM p 14� ANTI-FREEZE LOOP DETAIL ���� SHALL NOT BE DUPLICATED, USED OR DISCLOSED TO OTHERS WITHOUT 2 pyd � /��/�� THE PRIOR NOTICE WRITTEN PERMISSION OF BFPE, ALL REPRODUCTIONS SHALL SHT OF � NO SCALE FP1 4 i REVISIONS: LEGEND N Nt 0 RESIDENTIAL CONCEALED PENDANT o RESIDENTIAL RECESSED SIDEWALL Q RISE FLOOR TO FLOOR ° O MAIN RISERS N / gF, O SPRINKLER $/ ( I /°c 0 LE PIPE I ° NO Z °o O v TEE (175 F) (J 1= o {175 F}D21 W U ---C ELBOW 6/ U 114 X (775F}'� �/� {'� O L" {t75F} r 9 (t 75'F} Lij 21 ry (175F) Ld > a� < "d P°'AV �\y W 00 E a' e 6 t f of V, W_ FA ��° J 1 En L0 GENERAL NOTES �, w 1. SYSTEM DESIGN CRITERIA - WET AUTOMATIC ANTI-FREEZE SYSTEM PROTECTION. INSTALLATION I'J- SHALL COMPLY WITH NFPA 13 (2002) REQUIREMENTS DESIGN SPRINKLERS PER TOWN OF VAIL m AND MANUFACTURERS REQUIREMENTS. 2. ALL MATERIALS SHALL BE U.L. LISTED OR F.M. APPROVED AS REQUIRED PER NFPA 13. 1 ' HYDRAULIC-S 1S 1 M 3. CONDOMINIUM PIPE IS TYPE M COPPER WITH COPPER FITTINGS. y,� J ' This building is protected by a Hydraulically Designed 4. PIPE DIMENSIONS ARE CENTER TO CENTER. Automatic Sprinkler System. 5. HANGER SPACING - 8'-0" (MAX) FOR PIPE 1" AND SMALLER COPPER PIPE Location UNIT 8 ATTIC LEVEL THIRD FLOOR PLAN 10'-0" (MAX) FOR 11/4" AND LARGER COPPER PIPE ATTIC FLOOR PLAN SCALE: 1 /8" = 1 '-0" 6 MAXIMUM RESIDENTIAL SPRINKLER SPACING FOR THIS DESIGN IS 16'x16' FOR PENDANT HEADS AND SCALE: 1 /8" = 1 '-0" No. of Sprinklers 4 U 16'x 18 FOR SIDEWALL HEADS. MAXIMUM DEFLECTOR DISTANCE IS 6 INCHES BELOW THE CEILING. w 7. HYDRAULIC DATA SIGN SHALL BE PROVIDED NEAR RISER. Basis of Design C) 1 WATERFLOW PER HEAD 19 svu 8. ALL PENDANT SPRINKLER HEADS ARE CENTRAL MODEL "LFII" (TY2596 CONCEALED RESIDENTIAL TYPE. 2 DOMESTIC DEMAND ALL SIDEWALL SPRINKLER HEADS ARE CENTRAL MODEL "LFII' (TY1334) SIDEWALL RESIDENTIAL TYPE. W ALL SPRINKLER HEADS SHALL BE INSTALLED PER MANUFACTURER'S GUIDELINES. System Demand Q 1 GPM DISCHARGE 81.0 cPU O /6 2. RESIDUAL PRESSURE AT THE 148.3 N CITY CONNECTION O N •/� �' 3 HOSE ALLOWANCE 1 DO cPU '� (/ O p H- O N Z U') C O ° Ewa U r__ LiJ 9,° 1 O ` _O r 4 � Z (0 0�,o y° a� �w \ kt . 14 R Q a G 0 1 LLB AS 4 \ L '� X �� Q W V) _J I 1 ` N a �aa E o \ �o�cova , O ooI N `400`° eah�.0 6' �¢aaq� I - l 1 \ ol� _J ' ° 1P. � d FIRE PROTECTON BLDG F2 1ST, 2ND, 101 `` GENERAL NOTES CCONT.� �1 3RD, 4TH AMC FLOOR PLANS �FSS;� ;o� JOB NO: BY' �� ssa L - \ 9. SYSTEM IS DESIGNED TO DRAIN BACK TO THE RISER. AUXILLIARY DRAINS ARE REQUIRED O'• WHEN TRAPPED SECTIONS OF PIPE PREVENT DRAINAGE THROUGH THE MAIN DRAIN VALVE. T�t1 ' a X7912 m 03—D379 10. SYSTEM SHALL BE HYDROSTATICALLY TESTED FOR LEAKAGE PER NFPA 13. sO' ca " � � �. DATE: 11. FREEZE PROTECTION FOR ALL WET (WATER FILLED) FIRE PROTECTION PIPING SHALL BE NAI.E 8/27/03 MAINTAINED BY OTHERS. �/�� SCALE: 12. PROVIDE AT LEAST SIX SPARE SPRINKLERS AND SPRINKLER WRENCH IN CABINET NEAR RISER. 1 /8"=: V-0 S 0 5 10 15 20 13. ANY FIRE ALARM DEVICE WIRING SHALL BE INSTALLED BY AN ELECTRICAL CONTRACTOR. PROPRIETARY DOCUMENT DESIGNED BY: 1/8A-1' SECOND FLOOR PLAN 15. BUILDING CONSTRUCTION IS STEEL BAR JOIST WITH STEEL FOURTH FLOOR PLAN JR SCALE FEET SCALE: 1 /8" = 1 '-0" GIRDERS AND CONCRETE SLAB POURED ON METAL DECKING. SCALE: 1/8" = V-0" IN THE NATURE OF TRADE SECRETS, THIS DRAWING AND ALL OF CHECKED BY: THE INFORMATION, BUILDING BACKGR0 DS AND DESIGNS THEREON ARE THE PROPRIETARY, CONFIDENTIA FORMATION OF BFPE THEY PBM SHALL NOT BE DUPLICATED, USED FlD `CLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN PERMISSION OF BFPE, ALL REPRODUCTIONS SHALL SHT OF d BEAR THIS NOTICE. FP2 4 REVISIONS: i N O ry g N 6'. < ,\01I2 w O N O S1 10 _ O a v{�Y) F_ O ��O i LLL_ N7 �y V / O ° ps ti v 55 54 53 52 M 1 ° N O c zc , ! 3 LLJ Q 3 Q �o V) t �L °�JJ6 1 d o k � 000 �2 l J _j JAY,! a O Lf) J J �+ g 'J ' 6 ° �� 45 44 43 42 ,+ 1 � v o 1 cm zoCL = w —^� La LLJ C9 -5� C o _ Z w w T r~� � = c+ �° � Z Z L � V V Ld CP yi 0°� C)w WZOf z o 1 • 1 ° - ' °tip°� �s'„ioo, 6 o w ¢ 8 0 0! Q J _j l 35 34 33 32 apps' o�m�° UJI LL C� z .. z O N O j ' O 4� Q O U 0 1 r I I 'Q U O 0 CD C) 00 00 00 LL_ Qo 0 (n J (f) Lu w 'o W U I i� J //��// F g +� bc � %rp of U U s so 6 4 '\ LL to li to �1 9 8 7 10/ 7! O\ \ o Q `C)'' W > C) 0 E� s I Z J 'a °� ! a9 �Iti °\� H Q U CD c FS3: o ';� W D_ o w O o <C Sys 1 cf) \ o� �v >v 0- z Cfl w 0 elf drys•p0 'v ` °hs °, w �`' `' 1 FIRE PROTECTIOIU ! d /1O �P& U w V- �> �V� g1 v 1 1 Y °� p °` J Y °� s z d �� BLDG F1 1ST & 2ND � '� `s ! �� U �'� �`'o ,� SQL`' �,°\\� \ °__� ! FLOOR PLANS J J G O z c� ti 'J y ��, 1 ��O W <t < o w � ���,z.\5 '` $ �� 1�Iti °'G° °a' JOB N 0:LLI • • �.S.S n'7�• Q r ° \ Z Z � / w w — Y 3-- L1J o o z � N � �° 03-D379 _ •� DATE. r °' ca- W w ° � �� al r � 8/27/03 � SIVNn l to o`er , rs �°S J�Y, ` ' ^ �� �y °0°�, s��� 2 � /� � SCALE: 1 8 = 1 —0 pA-x 5 r� r V is 4 ,p rRy jN y'j yj+,' C>�� A, , 0 ® O ® ��°sad '� DESIGNED BY: PROPRIETARY DOCUMENT JR IN THE NATURE OF TRADE SECRETS, THIS DRAWING AND ALL OF CHECKED BY: THE INFORMATION, BUILDING BACKORO "ADS AND DESIGNS THEREON Title. o� ARE THE PROPRIETARY, CONFIDENTIA FORMATION OF BFPE THEY PBM SHALL NOT BE DUPLICATED, USED . 1D `CLOSED TO OTHERS WITH❑UT THE PRIOR WRITTEN PERMISSION OF BFFE" ALL REPRODUCTIONS SHALL SHT OF BEAR THIS NOTICE, FP3 4 REVISIONS: N HYDRAULIC-SYSTEM :2 o � B N This building is protected Q � by a Hydraulically Designed w � Automatic Sprinkler System. o Location JUNIT 5 ATTIC LEVEL N • N No. of Sprinklers C� ��, z Basis of Design 0 o 1 WATERFLOW PER HEAD 19 GPM S' � � U 2 DOMESTIC DEMAND -0- GPM ff , r} \ w V �• System Demand °� �� \�- � >o \�'- x 1 w o \ � \ 1. GPM DISCHARGE 77,0 cvN O ! /�� \\ � 2 RESIDUAL PRESSURE AT THE 152.6 ,/'\ 1 x 0 \` o CITY CONNECTION d 3 HOSE ALLOWANCE LLJ a) d < v y �p °s 201 S as ' ` �,� O �v,, I i > �. 1 LW 00 6 17 0\ � . J � oo ! HLt, WO�� 16 \p3 ' J'a U) 1 �! d \ X tl L0 Sz, 6,, O \ . ,. s LLI 0. IM oe CD 1- Cl '/g z \ 0 LLJ _! Z Q � Cn � N 1 z CSI j �r �Q I -j U Vo O v U .O II J \>°3 O O f^ =D O LL- O O 1 O 00 Go— N 7 �=i Ld d] r 0 p tz� Q D I oQ CU r LL to �. I— cn CD 0 Cc O\ iY 'S \ � `\ �Q C-\ t /� t� Q 0 Q Cj O O �o\ o!\ �, zit m (�I Q O LLj O Z J �. i� O Z � , 9 / \sue a � W C5 CD 3 O '. w o FIRE PROTECTION U W ILL. a ,��Ik 1 I l �Q � z /o �' BLDG F1 3RD, 4TH J ~ S `\\ /•,o > t ATTIC FLOOR PLANS W Q Q 0 1 •�F JOB NO: p W W LL- � Y !/' ! S /' / \\ :J�GESS IL;gT�O ti LL1 0 o z / °` �. � :� m; 03—D379 Fn Fn L z x O R, / �O a\ 1 \ ,n cn .mod 1��1a Cl-_ w m ° _ DATE: ° h w w Ile or rt -• D! (n I— W •': , ° „ v; ;. , • , � °� �o,� ••.....• � 8/27/03 aa- , �. . \ / .- ioN SCALE: 0 ® p PROPRIETARY DOCUMENT DESIGNED BY: J R n IN THE NATURE OF TRADE SECRETS, THIS DRAWING AND ALL OF CHECKED BY: THE INFORMATION, BUILDING BACKGRO NDS AND DESIGNS THEREON ARE THE PROPRIETARY, CONFIDENTIA I NFORMATIONN OF BFPE THEY PBM SHALL NOT BE DUPLICATED, USED - D CLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN PERMISSION OF BFPE, ALL REPRODUCTIONS SHALL SHT OF BEAR THIS NOTICE. FP4 4