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HomeMy WebLinkAboutONE WILLOW BRIDGE [Fire Protection 2006] GENERA� NOTES: REDUCING COUPLING 1. THIS SET OF FIRE PROTECTION DRAWINGS AND/OR HYDRAULIC CALCULATIONS HAVE BEEN GARAGE PREPARED IN ACCORDANCE WITH N.F.P.A., STATE AND LOCAL FIRE CODES. O �+ REDUCING COUPLING MODEL E-1 W 102�-2�� 1°MINIMUM 12"MAXIMUM �� ESCUTCHEON 2. ALL MATERIAL AND DEVICES INSTALLED UNDER THIS CONTRACT SHALL BE UL LISTED AND OR 1st FLR z-a N Z_„�,6. � +,o��-s°� 2-4 s 21 HEADER/ RISER DETAIL LEGEND REDUCING COUPLING � FACTORY MUTUAL APPROVED FOR FIRE PROTECTION SERVICE AND SHALL BE INSTALLED PER BOTTOM OF MODEL E-1 2 ��4. 1/4'MIN. A 20 ITEM DESCRIPTION ITEM DESCRIPTION FAUX BEAM ESCUTCHEON MIN.ADJ.:3/8� !§A►alfSl6\ �/e"� THE MANUFACTURERS LISTED INSTRUCTIONS AND GUIDELINES. �•�•��/8' ° 1 6" BLACK SCHEDULE 10 MAIN FEED PIPING 21 4" GROOVED TEE TO GARAGE DRY SPRINKLERS � � � � � z � 3. UNDERGROUND PIPING SERVING THE FIRE SPRINKLER SYSTEM SHALL BE INSTALLED AND 16�-3 2 s" STANDARD PIPE CLAMP ANCHORED TO WALL (TYP. 2) 22 4" VKING MODEL F-1 DRY PIPE VALVE AND VERTICAL TRIM 2��4� 1/4"MIN. 2 1/4' 1 ,�e'MINIMUM � � 1'-4" 1'-8" 1'-7" 1'-10" 3 4" BLACK SCHEDULE 10 PIPING TO FIRE DEPT. CONNECTION 23 1 1/2" DRIP CUP DRAIN ������ l�LaldlF�\ �/a'MAI(. 1 3/4"MAXIMUM � MAINTAINED IN ACCORDANCE WITH N.F.P.A. CODES, A.W.W.A. STANDARDS AND THE LOCAL WATER ENTRY 4 a" GROOVED BUTTERFLY VALVE WITH TAMPER SWITCH 2a 4° GROOVED FLANGE ADAPTER I � o � �_ � JURISDICTIONS WATER PURVEYOR REQUIREMENTS. FIRE ENTRY IS PERFORMED BY OTHERS. >> t5 4�-6'� CONTROLLING 1ST FLOOR SPRINKLERS •• 2s 4" GROOVED BUTTERFLY VALVE WITH TAMPER SWITCH *• 2 ,�a• , ,/a'MINIMUM R 0 0 M 14 5 RISER WATER PRESSURE GAUGE AND VALVE (TIPICAL 3) 26 6" GROOVED FLEXIBLE COUPLING AND GROOVED CAP � 1 3/4"�IMUM 4. THIS CONTRACTOR SHALL NOT BE HELD LIABLE SHOULD THE STATED FIRE FLOW TEST � �� � is s a" POTTER VSR-F WATER FLOW SWITCH** 2� GENERAL MODEL L620100A 115/230VAC 1HP SINGLE PHASE REDUCING COUPLING VIKING VIKING VALUES NOT BE PRESENT AT CERTIFICATION OR WITHIN THE WARRANTY PERIOD. SHOULD ao 6 � � a" BLACK SCHEDULE 10 PIPING TO iST FLOOR SPRINKLERS BASE MOUNTED COMPRESSOR MOUNTED ON RUBBER MODEL M QR MODEL M QR PROVIDED VALUES BE FOUND INVALID, AN EVALUAT�ON OF THE SYSTEM USING THE NEW ������ 5 13 t8 ° s a" GROOVED BUTTERFLY VALVE WITH TAMPER SWITCH BUSHINGS AND EQUIPPED WITH MANUAL DESSICANT DRYERS VIKING VIKING VIKING RECESSED PENDANT EXPOSED SIDEWALL VALUES WILL BE NECESSARY. � 2-4 S CONTROLLING 2ND TO 4TH FLOOR NORTH SPRINKLERS •* COALESCING FILTER, AND MODEL AMD-2 AIR MAINTENANCE MODEL M QR FREEDOM RESIDENTIAL FREEDOM RESIDENTIAL \ 22 BOR -�+98'-2" 9 2" ANGLE GLOBE MAIN DRAIN VALVE DEVICE. SEE PRODUCT DATA FOR INSTALL INSTRUCTIONS.*• 5. UNDER NO CIRCUMSTANCES SHALL THE UNDERGROUND FIRE SPRINKLER PIPING BE USED AS � �� io a" POTfER VSR-F WATER FLOW SWITCH** 2a i i/2" BLACK SCHEDULE 40 DRIP CUP DRAIN PIPING EXPOSED UPRIGHT RECESSED PENDANT CONCEALED PENDANT 41 BOR �+97'-8" 11 4" BLACK SCHEDULE 10 PIPING TO 2ND TO 4TH FLOOR 29 1 1/2" THREADED SOFT SEAT SWING CHECK VALVE AN ELECTRICAL GROUND PER N.F.P.A. 13, SECTION �O.F).H. GARAGE, NORTH SPRINKLERS 30 2" GROOVED FLEXIBLE COUPLING 6. NANGER ASSEMBLIES SHALL BE INSTALLED PER APPLICABLE N.F.P.A. CODES. THE ADEQUACY ��-0° 8�-10'� 9 16 23 1�t�LN, �2 3" GROOVED BUTTERFLY VALVE WITH TAMPER SWITCH 31 6" BLACK SCHEDULE 10 FABRICATED MAIN FEED HEADER OF THE BUILDINGS STRUCTURE TO SUPPORT FIRE PROTECTION PIPING SHALL BE DETERMINED 12 24 CONTROLLING 2ND TO 4TH FLOOR SOUTH SPRINKLERS •= 3z i i/a" BLACK SCHEDULE 40 2ND TO 4TH FLOORS MAIN 2'-4" 13 1 1/4" ANGLE GLOBE MAIN DRAIN VALVE DRAIN PIPING AND WARRANTED BY OTHERS. ° ° ° 14 3" BLACK SCHEDULE 10 PIPING TO 2ND TO 4TH 33 2" BLACK SCHEDULE 40 1ST FLOOR MAIN DRAIN PIPING FnCE OF FffTiNG 1 2 3 4 8 FLOOR SOUTH SPRINKLERS 34 2" BLACK SCHEDULE 40 MAIN DRAIN HEADER PIPING 7. ADEQUATE HEAT MUST BE MAINTAINED AT A MINIMUM OF 40° F AROUND ALL WET SYSTEM 25 i5 s" POTTER VSR-F WATER FLOW SWITCH'* 35 i" GLOBE VALVE AUXILIARY DRAIN FACE OF FlTTING PIPING TO PREVENT FREEZING AND SUBSEQUENT PIPING/FITTING FAILURE. �95�_4^ 16 2" BLACK SCHEDULE 40 DRY SYSTEM MAIN DRAIN PIPING 36 2" GALVANIZED SCHEDULE 40 DRAIN PIPING 17 DRY PIPE VALVE CONVENTIONAL TRIM WITH ANTI-FLOODING 37 FABRICATED PIPE STAND (TIPICAL 3) FACE OF 8. PIPING INSTALLED SHALL BE COMPATIBLE WITH THE FITTINGS UTILIZED IN THE INSTALLATION. 33 32 3� 26 2� �, ,�L° DEVICE AND E-1 ACCELERATOR aa 2° GALVANIZED ELBOW BELOW GRADE F"T'"c 28 �i= �' 18 POTTER PS10A WATER FLOW PRESSURE SWITCH ** 39 2" GALVANIZED SCHEDULE 40 DRAIN PIPING BELOW GRADE "p"DIM.� n DiMENSION 9. FITTINGS UTILIZED SHALL CARRY A PRESSURE RATING THAT EXCEEDS THE MAXIMUM EXPECTED } i'-$"I( �� I( r � is POTTER PS40A LOW AIR PRESSURE SWITCH •* ao HYDRAULIC CALCULATION INFORMATION PLACARDS WORKING PRESSURE OF THE SYSTEM. o�_g^ �--``� 20 4" GALVANIZED SCHEDULE 10 DRY SYSTEM RISER 41 SPARE HEAD CABINET WITH 12 SPARES & WRENCH(ES) A DIMENSION 37 36 35 34 30 29 FIN. FLOOR: +93'-8" •* NOTE: ELECTRICAL DEVICES WIRED TO THE BUILDING ALARM PANEL/ ° 10. SPRINKLERS UTILIZED SHALL BE COMPATIBLE WITH THE BUILDING/AREA OCCUPANCY AND ; ; ELECTRICAL SERVICE BY OTHERS AND IS NOT A PART OF THIS CONTRACT. CONSTRUCTION AND SHALL BE INSTALLED STRICTLY IN ACCORDANCE WITH THE MANUFACTURERS � � � � INSTALLATION INSTRUCTIONS, LISTING AND N.F.P.A. STANDARDS. � � I 11. A MINIMUM CLEAR SPACE OF 18" SHALL BE MAINTAINED BENEATH STANDARD SPRAY AND I ' � � i i � FlN.CEILING 39 I � MINIMUM ADJ.: 1" EXTENDED COVERAGE SPRINKLER DEFLECTORS AND THE TOP OF STORAGE DIRECTLY BENEATH, I I gg 2. MAXIMUM AD,0.1.: 1 5/8' UNLESS OTHERWISE INSTRUCTED BY N.F.P.A. STANDARDS OR MANUFACTURERS LISTINGS. � -- - - - - - --- A H E A D E R/ R I S E R D E TA I L � � 3-i/is• 12. STANDARD SPRAY SPRINKLERS SHALL BE SPACED A MINIMUM OF SIX FEET APART TO PREVENT COLD SOLDERING. EXTENDED COVERAGE AND SPECIALLY LISTED SPRINKLERS SHALL BE SPACED F P - 1 SCALE: 1/2 = 1'-0" GRAPHIC SCALE IN FEET TYCO-CENTRAL GLOBE VIKING APART PER THE MANUFACTURERS LISTING. MODEL DS-1 QR MODEL GL QR DRY MODEL M QR DRY 13. SEE THE ACCOMPANYING PRODUCT DATA LITERATURE FOR SPECIFIC INSTALLED COMPONENT � � 2 5 DRY SIDEWALL PENDANT SIDEWALL RECESSED PENDANT WEIGHTS, DIMENSIONS, LISTINGS AND APPROVALS. 14. A HYDROSTAT�C TEST SHALL BE PERFORMED AT 200 P.S.I. FOR A PERIOD OF TWO HOURS, TYP I C A L S P R I N K �E R D E TA I �S OR 50 P.S.I. IN EXCESS OF THE MAXIMUM SYSTEM WORKING PRESSURE IF PRESSURE EXCEEDS MAIN FEED DETAIL LEGEND 150 P.S.I. FOR A PERIOD OF TWO HOURS. ABOVEGROUND PIPING SHALL SHOW NO LOSS IN WATER ENTRY ITEM DESCRIPTION SCALE: NONE PRESSURE FOLLOWING THE TEST DURATION. ROOM � s" DUCTILE IRON FIRE LINE FROM WATER MAIN FFP WORK TO 2 LINK-SEAL (TYPICAL 2) 15. THE FIRE DEPARTMENT CONNECTION(S) SHALL BE LOCATED AND INSTALLED TO COMPLY WITH /�BEGIN HERE 3 PRE-CAST CONCRETE EXTERIOR WALL // PIPE- `RISER CLAMP o THE REQUIREMENTS OF THE LOCAL FIRE AUTHORITY. 3 j 4 6" GRUV-LOK GROOVED FLANGE ADAPTER (TIPICAL 3) ` - a ' 5 6" GRUV-LOK GROOVED 90 DEGREE ELBOW .. . p. ,. 12'-1" f1'-0" O O 16. INTERIOR OR EXTERIOR AUDIBLE AND/OR VISUAL ANNUNCIATION OF A WATER FLOW CONDITION o'-$ i/4" 4 s s" GALVANIZED SCHEDULE 10 MAIN FEED PIPING , SHALL BE PROVIDED AS REQUIRED BY N.F.P.A. CODES AND THE LOCAL FIRE AUTHORITY. 2 � s" GRUV-LOK GROOVED FLEXIBLE COUPLING � � � � � , ` � '�' d 5'-11" ` 5 8 6" POTTER VSR-F MAIN WATER FLOW SWITCH** \ 17. PROVISION OF CENTRAL. STATION MONITORING AND WIRING OF ELECTRICAL DEVICES, IF REQUIRED, � �+ss�-s° s s" STANDARD PIPE CLAMP ANCHORED TO WALL (TYP. 2) TOP BEAM CLAMP CONCRETE ANCHOR WITH LOCKNUT SHALL BE BY OTHERS AND IS NOT A PART OF THIS CONTRACT. ___ ___ io s" BLACK SCHEDULE 10 TO FABRICATED HEADER � J � 15 Og g �p 11 FABRICATED PIPE STAND (TYPICAL 3) ALL THREAD 18. CHLORINATION OF ANY PIPING, IF REQUIRED, SHALL BE PERFORMED BY OTHERS AND IS NOT � i2 s° BLACK SCHEDULE 10 MAIN FEED PIPING CLAMP W./BOLT Ro� �PIPE RING A PART OF THIS CONTRACT. o �''�., 13 6" WILKINS MODEL 350ABGVIC GROOVED DOUBLE CHECK & NUT ASSMB. � � /' BACKFLOW PREVENTER �ALL THREAD ROD� � 19. PROTECTION OF SPRINKLERS PENETRATING CEILINGS THAT REQUIRE FINISHING IS PROVIDED THROUGH 2'-9" � ia s° VICTAULIC GROOVED BUTTERFLY VLAVE WITH TAMPER _�PIPE RING�_ THE USE OF PUSH-ON PROTECTIVE CAPS. IT WILL BE THE GENERAL CONTRACTORS RESPONSIBILITY i'-a" SWITCH (TYPICAL 2)*• �-8 15 WATER PRESSURE GAUGE WITH GAUGE VALVE TO ASSURE THEIR SUB-CONTRACTORS REPLACE CAPS DISLODGED DURING CONSTRUCTION, PAINTING s 4 �s �5 4 �4 �3 �2 >> is s'� BERMAD FP420-00 PRESSURE REDUCING VALVE SET OR TEXTURING. ALL PAINTED SPRINKLERS MUST BE REP�ACED WITH NEW SPRINKLERS. FiN. F�ooR: +sa'-s" AT 175 PSI PER WATER DEPARTMENT REQUIREMENTS RISER CLAMP CONCRETE DROP-IN 20. SEISMIC BRACING IS NOT A PART OF THIS CONTRACT. •* NOTE: ELECTRICAL DEVICES WIRED TO BUILDING ALARM PANEL TO P B EAM C LAM P AN C H 0 R HAN G ER BY OTHERS AND IS NOT A PART OF THIS CONTRACT. OUTSIDE GRADE I OUTSIDE GRADE NOTE: 4" & LARGER PIPE TO BE HUNG FROM TOP FLANGE ONLY 21. PREPARATION OF PIPE FOR PAINTING, PAINTING OF PIPING OR IDENTIFICATION OF PIPING IS NOT A PART OF THIS CONTRACT UNLESS SPECIFICALLY NOTED OTHERWISE IN THE INSTALLATION NOTES. DEPTH OF BURY DEPTH OF BURY 6�° M I N. AS REQUIRED BY AS REQUIRED BY T Y P I C A� H A N G E R D E T A I �S 22. POSITIONING OF SPRINKLERS IN CENTER OR QUARTER POINTS OF SUSPENDED CEILING TILES, OR RESTRAINING THE LOCAL WATER CLASS 125 THE LOCAL WATER B M A I N F E E D D E T A I L GLAND PURVEYOR AND FLANGE PURVEYOR AND ALIGNMENT WITH FIXTURES IN GYPSUM BOARD CEILINGS IS NOT A PART OF THIS CONTRACT UNLESS � LOCAL CODES LOCAL CODES SPECIFICALLY NOTED OTHERWISE IN THE INSTALLATION NOTES. SCALE: NONE F P - 1 SCALE: 1/2 = 1'-0" GRAPHIC SCALE IN FEET PARA��E� TO 23. PENETRATIONS MADE THROUGH FIRE RATED WALLS OR FLOORS SHALL BE FIRESTOPPED WITH A TOP OF PIPE FIN. FLOOR � TOP OF PIPE FROM PUBLIC LISTED METHOD CAPABLE OF ACH�EVING THE SAME FIRE RATING OF THE FLOOR OR WALL. wnrER MniN I � 0 1 2 5 24. AS ALLOWED BY N.F.P.A. 13, PIPING AND FITTINGS SHALL CONFORM TO THE FOLLOWING: �9oaoR PLUMB HANGER SPACING �EGEND DUCTILE PARALLEL TO PARALLEL TO PER NFPA 13 TABLE 9.2.2 � BLACK STEEL PIPE: TABLE 6.3.1.1, ASTM A795 IRON PIPE RESTRAINING DUCIILE FIN. FLOOR FIN. FLOOR � SEAMLESS COPPER WATER TUBE: TABLE 6.3.1.1, ASTM B88 RODS IRON PIPE ONLY � CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE: TABLE 6.3.6.1, ASTM F442 � ---_ � _ _ _ NOMINAL PIPE SIZE 3�4" 1" 1 1/4" 1 1/2' 2" 2 1�2' 3" 4" 6" 8" �I��� � � � ��, FINISHED FLOOR FINISHED FLOOR � BLACK CAST IRON CLASS 125 & 250 THREADED FITTINGS: TABLE 6.4.1, ASME B16.4 -- � BLACK CAST IRON CLASS 125 & 250 FLANGED FITTINGS: TABLE 6.4.1, ASME B16.1 �������" DUCTIL SRC EX�ARIOR STEEL PIPE: SCH 10/40 � WROUGHT COPPER AND COPPER ALLOY SOLDER JOINT FITTINGS: TABLE 6.4.1, ASME B16.18 r�'���N PUB O DYNAFLOW, EDDYFLOW N/A 12-0 12-0 15-0 15-0 15-0 15-0 15-0 15-0 15-0 � �� LIC �yq � CHLORINATED POLYVINYL CHLORIDE �CPVC� THREADED FITTINGS: TABLE 6.4.3, ASTM F437 1 E/4S1' ��T��M������RCULqTING HYD. CALCS BEGIN HERE THE INSTALLING CONTRACTOR SHALL INSTALL, RESTRAIN, TEST AND FLUSH THREADED LIGHTWALL N�A 12-0 12-0 12-0 12-0 12-0 N�A N�A N�A N�A � CHLORINATED POLYVINYL CHLORIDE (CPVC) SOCKET TYPE FITT�NGS: TABLE 6.4.3, ASTM F438 MEADO � � DUCTILE IRON GROOVED FITTINGS: LISTED PER SECTION 6.5.3, ASTM A536 � DRIVE' w ��'� 1 THE ENTIRE FIRE SERVICE IN ACCORDANCE WITH NFPA-24 REQUIREMENTS. coPPER 8-0 8-0 10-0 10-0 12-0 12-0 12-0 15-0 15-0 15-0 � A ��� �� � r, » 25. WELDING OF PIPING AND WELD OUTLETS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 6.5.2. P_2 - t' ---- - - __. ����� BOLT HOLES SH ALL BE TWO-HOLED , OR PARALLEL TO FLOOR/WALL. cPVC 5-6 6-0 6-6 7-0 8-0 9-0 10-0 N/A N/A N/A TEST HYDRANT � 26. UPON COMPLETION OF THE INSTALLATION, THE FOLLOWING SHALL BE PROVIDED: AT ELEVAT�ON +8�62.0' (+104'-0"> F I R E E N T R Y D E T A I L > A SPARE SPRINKLER CABINET WITH A REPRESENTATIVE SAMPLING OF EACH STYLE AND z�o TEMPERATURE RATING PER THE REQUIREMENTS OF SECTION 6.2.9. °�w SCALE: NONE _� > IDENTIFICATION SIGNS INSTALLED ON ALL CONTROL VALVES, TEST VALVES AND DRAIN VALVES. �1 w WATER FLOW INFORMATION ��o � HYDRAUL�C CALCULATION PLACARD(S) FOR EACH REMOTE AREA POSTED AT THE SYSTEM RISER. o�Z Q DATE OF TEST: JULY 18, 2005; 10:OOAM SIZE OF MAIN: 12" D.I.P. � AS-BUILT DRAWINGS IDENTIFYING CHANGES TO THE FIELD INSTALLATION THAT DEVIATE FROM o�¢ a TEST HYDRANT LOCATION: NORTH OF PROPERTY ON EAST MEADOW THE APPROVED SET OF PLANS. GARAGE LEVEL o!w Q DRIVE AT +8162.0' (+104'-0") � COMPLETE OPERATIONS & MAINTENANCE MANUALS FOR THE INSTALLED SYSTEM. 11�� � FLOWHYDRANTLOCATION: NORTH OF PROPERTY ON EAST MEADOW W� (IJ DRIVE AT +8162.0' (+104'-0") 27. A COMPLETED ABOVEGROUND PIPING MATERIAL & TEST CERTIFICATE SHALL BE PROVIDED TO THE o�.-�� BUILDING OWNER AND LOCAL FIRE AUTHORITY UPON SUCCESSFUL COMPLETION OF SYSTEM TESTS. �la Q INFO PROVIDED BY: EAGLE RIVER WATER DISTRICT 6 � � STATIC PRESSURE: 130.0 RESIDUAL PRESSURE: 120.0 I N STAL�ATI ON N OTES: ' ONE WILLOW BRIDGE ROAD � � m PITOTPRESSURE: 90.o OUTLETCOEFFICIENT: .9 VAIL VILLAGE � 7 ; � G.P.M.FLOWING: 1,600 TESTTYPE: (x)ACTUAL OMODEL 1. INSTALL A DRY PIPE FIRE SPRINKLER SYSTEM TO PROTECT THE ENTIRE PARKING GARAGE LEVEL PER EXISTING TALISMAN VAIL, CO 81657 DATUM ELEVATION: +8158.0� _ +,oo�-o° O WATER FLOW TEST ADJUSTMENTS THE REQUIREMENTS OF N.F.P.A. 13, 2002 EDITION. INSTALL A WET PIPE FIRE SPRINKLER SYSTEM � GARAGE ELEVATION: +89'-8" TO +93'-8" TO PROTECT THE FIRST THROUGH FOURTH FLOORS PER THE REQUIREMENTS OF N.F.P.A. 13, 2002 GARAGE SQUARE FOOTAGE: 28,575 3 '� � 10%SEASONALADJUSTMENT: STATICPRESSURE: 130 x .9 = 117.0 EDITION. INSTALL A CLASS I HOSE STANDPIPE SYSTEM PER THE REQUIREMENTS OF N.F.P.A. 14, � 2003 EDITION. � 3 RESIDUAL PRESSURE: 120 x .9 = 108.0 2. THE PARKING GARAGE SHALL BE DESIGNED FOR AN ORDINARY GROUP 2 OCCUPANCY PER VAIL FIRE � 10%FIREDEPT.ADJUSTMENT: STATICPRESSURE: 117 x .9 = 105.3 DEPARTMENT REQUIREMENTS AND SECT�ON 5.3.2. THE FIRST FLOOR MERCANTILE AREAS SHALL BE � RESIDUALPRESSURE: 108 x .9 = 97.2 DESIGNED FOR ORDINARY GROUP 2 OCCUPANCY. THE FIRST FLOOR KITCHEN AND STORAGE AREAS 1 G.P.M.FLOWING: 1,600 SHALL BE DESIGNED FOR ORDINARY HAZARD GROUP 1 OCCUPANCY PER SECTION 5.3.1. THE FIRST " FLOOR RESIDENTIAL AREAS SHALL BE DESIGNED PER THE RESIDENTIAL REQUIREMENTS OF SECTIONS A - S W FP_� BD ��Q�-1 FIRE DEPT. CONN. DETAIL LEGEND NOTE:ADJUSTEDFLOWTESTPRESSUREVALUESAREUTIL2EDINHYDRAULICCALCULATIONS. 8.4.5 AND 11.2.3.5. ALL OTHER FIRST FLOOR AREAS SHALL BE DESIGNED FOR LIGHT HAZARD FP_2 i� � STANDPIPE SYSTEM OCCUPANCY PER SECTION 5.2. THE SECOND THROUGH FOURTH FLOORS SHALL BE DESIGNED PER � B t ITEM DESCRIPTION THE RESIDENTIAL REQUIREMENTS OF SECTIONS 8.4.5 AND 11.2.3.5. FP-� � GATE VALVE 1 4 INLET CHROME FINISH ESCUTCHEON WITH "MANUAL TYPICAL °STANDPIPE° LETTERING REMOTE AREAS TABLE OF CONTENTS: 3. THE STANDPIPE SYSTEM SHALL BE A MANUAL-WET TYPE DESIGNED PER THE CLASS I REQUIREMENTS � z z i/2" CROKER 6747 CHROME NST PLUG WI1N CHAIN 40 FEET OF 6�� D.I.P. � 3 2 1/2" CROKER 6702 FEMALE HOSE SWIVEL CHROME INLET OF N.F.P.A. 14, 2003 EDITION. SYSTEM DEMAND SHALL BE 1000 G.P.M. AT 100 P.S.I. AT THE TOP G � 3 HOSE OUTLETS OF THE MOST REMOTE THREE STANDPIPE RISERS PER THE REQUIREMENTS OF SECTIONS Q FIRE LINE FROM POINT OF -io" a io" BLACK SCH. 10 SLEEVE ANCHORED TO FLOOR SLAB REMOTE AREA #1: DRY - GARAGE WEST SHEET OWBFP-1: SITE PLAN, NOTES, DETAILS 7.8.1.1 & 7.10.1.1.3. HOSE VALVES SHALL BE LOCATED PER THE REQUIREMENTS OF SECTION 5.3.4. � C� CONNECTION TO F�ANGE � to o __ 2 STAND 5 ii" FLOOR PENETRATION WITH RATED FIREPROOFING CAULK INSIDE BUILDING PIPE s s^ RISER CLAMP WITH TRIMMED LEGS AS REQUIRED REMOTE AREA #2: DRY - GARAGE SOUTH SHEET OWBFP-2: SECTIONS, STANDPIPE DETAILS HOSE VALVES SHALL BE STANDARD 2 1/2" ANGLE VALVES WITH A 2 1/2" FEMALE N.S.T. x 1 1/2" ��k � 9 =_ SRC � s" BLACK SCHEDULE 10 F.D.C. RISER MALE N.S.T ADAPTER WITH AN 1 1/2" N.S.T. CAP. THERE SHALL BE NO HOSE ATTACHED TO THE 1 ; ° +108�-9� s 2 i/2�� GALVANIZED SCHEDULE 40 THROUGH WALL (TYP. 4) REMOTE AREA #3: DRY - GARAGE ENTRY SHEET OWBFP-3: GARAGE LEVEL FLOOR PLAN HOSE VALVE ADAPTERS. A HEADER CONSISTING OF TWO 2 1/2" HOSE VALVES WITH 1 1/2" ADAPT- ! �� g � s s X 2 1/2 CROKER 6234 FOUR WAY CLAPPER INLET � NEW HYDRANT � io 2 i/2" RISER CLAMP RESTRAINT (TYP. 4) REMOTE AREA #4: WET - 1ST FLOOR RETAIL A SHEET OWBFP-4: GARAGE ENTRY HIGH ROOF PLAN ERS AND CAPS SHALL BE PROVIDED ON THE ROOF FOR TESTING AND FIREFIGHTING PURPOSES. �� 3�-0° REMOTE AREA #5: WET - 1ST FLOOR UNIT 101 SHEET OWBFP-5: FIRST LEVEL WEST FLOOR PLAN 4. SPRINKLERS UTILIZED SHALL BE OF THE STANDARD SPRAY TYPE IN ALL AREAS OTHER THAN IN FIRE DEPT. CONN. DETAIL LEGEND RESIDENTIAL UNITS. RESIDENTIAL SPRINKLERS SHALL BE UTILIZED IN ALL RESIDENTIAL UNITS. REMOTE AREA #6: WET - 1ST FLOOR UNIT 101 SHEET OWBFP-6: FIRST LEVEL CENTER FLOOR PLAN � SPRINKLER SYSTEM 5. STEEL FLOOR FRAMING CONSISTS OF OBSTRUCTED CONSTRUCTION DEFINED AS BEAMS SPACED BETWEEN � 6 MAX. ITEM DESCRIPTION REMOTE AREA #7: WET - PORTE COCHERE SHEET OWBFP-7: FIRST LEVEL WEST FLOOR PLAN 3 TO 7 1/2' FEET ON CENTERS, AND BEAMS ALSO SPACED IN EXCESS OF 7 1/2 FEET ON CENTERS. � r 1 2 INLET CHROME FINISH ESCUTCHEON WITH ^AUTO SLAB: +105�-s^ �_ _o _ REMOTE AREA 8: WET - 1ST FLOOR CLUB ROOM SHEET OWBFP-8: SECOND LEVEL WEST FLOOR PLAN FOR OBSTRUCTED CONSTRUCTION, SPRINKLER DEFLECTORS SHALL BE POSITIONED 1" TO 6" BELOW SI TE PLAN ' � °SPKLR." LETTERING # THE BOTTOM OF STRUCTURAL MEMBERS WITH A MAXIMUM DISTANCE BELOW DECK OF 22". WHERE '-' z z i/2" CROKER 6747 CHROME NST PLUG WITH CHAIN REMOTE AREA 9: WET - 2ND FLOOR UNIT 201 SHEET OWBFP-9: SECOND LEVEL CENTER FLOOR PLAN BEAMS ARE SPACED IN EXCESS OF 7 1/2 FEET ON CENTER, SPRINKLER DEFLECTORS SHALL BE O SCALE: 1" = 30' GRAPHIC SCALE IN FEET 5 3 z i/2" CROKER 6702 FEMALE HOSE SWIVEL CHROME INLET # 4 a e" BLACK SCH. 10 SLEEVE ANCHORED TO FLOOR SLAB REMOTE AREA 10: WET - 2ND FLOOR UNIT 208 SHEET OWBFP-10: SECOND LEVEL EAST FLOOR PLAN POSITIONED 1" TO 12" BELOW THE DECK. SPRINKLER DEFLECTORS SHALL BE POSITIONED 1" TO 12" 5 s" FLOOR PENETRATION WITH RATED FIREPROOFING CAULK # BELOW ALL SMOOTHE CEILING CONSTRUCTION UNLESS OTHERWISE INSTRUCTED BY THE MFRS. LISTING. o �5 30 6o s a" RISER CLAMP WITH TRIMMED LEGS AS REQUIRED REMOTE AREA #11: WET - 3RD FLOOR UNIT 301 SHEET OWBFP-11: THIRD LEVEL WEST FLOOR PLAN 7 4" BLACK SCHEDULE 10 F.D.C. RISER 6. THE STANDPIPE SYSTEM FIRE DEPARTMENT CONNECTION HAS BEEN SIZED TO ACCOMMODATE THE s 2 i/2" GALVANIZED SCHEDULE 40 THROUGH WALL (T1P. 2) REMOTE AREA #12: WET - 3RD FLOOR UNIT 307 SHEET OWBFP-12: THIRD LEVEL CENTER FLOOR PLAN DEMAND USING A FLUSH 4-WAY INLET CONNECTION. THE SPRINKLER CONNECTION IS A FLUSH 2-WAY. s a X 2 1/2 CROKER 6011 TWO WAY CLAPPER INLET io 2 i/2" RISER CLAMP RESTRAINT (TYP. 2) REMOTE AREA #13: WET - 4TH FLOOR UNIT 403 SHEET OWBFP-13: THIRD LEVEL EAST FLOOR PLAN 7. MAXIMUM COVERAGE PER ORDINARY HAZARD SPRINKLER UNDER ANY CONSTRUCTION IS 130 SQ. FT. DES�GN SYMBOL NOTES: PIPING SYMBOL LEGEND REMOTE AREA #14: WET - 4TH FLOOR UNIT 401 SHEET OWBFP-14: FOURTH LEVEL WEST FLOOR PLAN 8. MAXIMUM COVERAGE PER LIGHT HAZARD SPRINKLER UNDER SMOOTHE CEILING CONSTRUCTION IS 225 � SYSTEM RISER < SLOPING PIPE /XX' HEAD ELEVATION SQUARE FEET. o PIPE RISE � PIPE COUPLING XX WELDED PIPE FAB. TAG 6 4" x 2 1/2" x 2 1/2" CHROME FLUSH SIAMESE FIRE DEPARTMENT CONNECTION WITH C F I R E D E P T. C 0 N N E C TI 0 N D E TA I L SHEET OWBFP-15: FOURTH LEVEL CENTER FLOOR PLAN 9. MAXIMUM COVERAGE PER RESIDENTIAL SPRINKLER SHALL BE IN ACCORDANCE WITH THE MANUFACT- • PIPE DROP / PIPE HANGER X� THREADED PIPE FAB. TAG CENTER AT 3'-0" ABOVE GRADE WITH "AUTO SPKLR" LETTERING AND PLUGS WITH CHAINS SHEET OWBFP-16: FOURTH LEVEL EAST FLOOR PLAN URERS SPRINKLER LISTING CRITERIA. ► PIPE REDUCER XO X HYDRAULIC NODE � 4-WAY EARTHQUAKE BRACE (ON STREET LEVEL). SEE DETAIL C THIS SHEET. F P_ � SCALE: 1/2 = 1'-0" GRAPHIC SCALE IN FEET SHEET OWBFP-17: ROOF LEVE� FLOOR PLAN 10. ALL PIPING AND HEAD ELEVATIONS ARE BASED OFF GARAGE FINISHED FLOOR ELEVATION +93'-8". Q PIPE CAP x'-x° PIPE ELEVATION f 2-WAY EARTHQUAKE BRACE 7 6" x 2 1/2" x 2 1/2" x 2 1/2" x 2 1/2" CHROME FLUSH SIAMESE FIRE DEPARTMENT CONNECTION WITH CENTER AT 3'-0" ABOVE GRADE WITH "MANUAL STANDPIPE" LETTERING o i 2 5 11. CEILINGS HEIGHTS AS NOTED ON PLANS ARE BASED OFF THE FINISHED FLOOR IN THAT AREA. AND PLUGS WITH CHAINS (ON STREET LEVEL). SEE DETAIL C THIS SHEET. 12. PIPING UTILIZED SHALL BE YOUNGSTOWN TUBE BLACK SCHEDULE 10 AND SCHEDULE 40. THE GARAGE PIPING CHARACTERISTICS 24VDC HORN AND STROBE TIED IN WITH FLOW SWITCHES THROUGH ALARM PANEL, MOUNTED DRY SYSTEM PIPING SHALL BE GALVANIZED. FITTINGS UTILIZED SHALL BE MECHANICAL GROOVED AND 8'-0" ABOVE GRADE ON STREET LEVEL . INSTALLATION SHALL BE BY F.A. CONTRACTOR. CAST IRON THREADED. GROOVED COUPLING GASKETS ON DRY SYSTEM SHALL BE "FLUSH-GAP" STYLE. PIPE TYPE SIZE I.D. SIZE I.D. SIZE I.D. � � STEEL SCHEDULE 40 1" 1.049 1 1/4" 1.380 1 1/2" 1.610 13. ALL HANGERS SHALL BE INSTALLED PER SECTION 9.2 AND PER TABLE 9.2.2 THIS SHEET. 2" 2.067 14. ALL PIPE LENGTHS SHOWN ON PLAN VIEWS ARE CENTER TO CENTER. STEEL SCHEDULE 10 1 1/4" 1.442 1 1/2" 1.682 2" 2.157 15. ACCESS PANELS SHALL BE PROVIDED FOR CONTROL VALVES AND DRAINS HIDDEN IN CEILINGS/WALLS. 2 1/2" 2.635 3" 3.260 4" 4.260 PANELS SHALL BE PROVIDED AND INSTALLED BY OTHERS. 6" 6.357 8" 8.329 Fire S rinkler Plan S mbols Number of riniclers prawin 5 mbol pescription ?otal thie Sheet: mm0 ?otal thie Jol� 1,330 7itle g FIRE SPRINKLEi2 PLAN Job: � ONE �UILLOW BRIDC�E R0�4D 11- e �`�� �������I�� I �� I��� I���� �* �� ����������� � I�ydraulic fi2eference f'oints S mbol De ree Descri tion K-Fact. Thread Quantit Contract No. 05-30814 I Revisions: By: Date: VAI�. VIL�,4C�E �I�� ���I�, I�����, ����I�� � I I V I V I V I�l � X-X Elev. Below Top of 5teel �ile Name: C:�Zpwgi2UlillowizOU1B�P-I.d �ARAGE PARTIAL SUBMITTAL DRAWING WP 6/8/2005 m ��f�IV�: �aJ�L/�J� K�� J�1lJ��� �,�F�: C3�3� �23'�CJ�f� X-X EIev. AboveFinishedFloor prawnBy lU•PE7ERSON MECHANICAL ROOM OVERHEAD BULK PIPING REVISIONS WP 6/24/2005 Y,���,, C� 8��05� � O (tOS 20-10) Elev,of Top of 8teel GARAGE PLAN REVIS�ONS PER ADDENDUM #2 WP 7/15/2005 � ��J� I UJ�S� t������ �����, �i�°��/��, �olorado ��2�� s-6 GeilingNeight �a�� A� S�� 1st FLOOR/ STANDPIPE PARTIAL SUBMITTAL DRAWING WP 7/22/2005 Contractor: -�- De+�otes Nanger Location 2nd FLOOR PARTIAL SUBMITTAL DRAWING WP 9/16/2005 �RON�'IER �IRE PRO�'EC�'ION INC. � � O Rrt I"x 6-m Rise up or down COMPLETE BUILDING SUBMITTAL DRAWING WP 10/21/2005 �Q Date NOVEMB�R Im,zmm6 2�01� W. NOLDEN PLAGE o � � - -o-- - Existing pipe and outlet 4TH FLOOR REVISIONS SUBMITTAL DRAWING WP 11/10/2006 � Sl'/��� REC�IS�'R�4�'ION N0. ��� _ ��_ New Nead Location Approval By VAIL FIRE DEPAR'1'MEN7 AS-BUILT DRAWINGS SM 5-29-07 p�NUER, G� 8�2�� � � � � HEADER HEADER �EE 8/FP-2 �EE B/FP-2 � • • �+153�-6.5" � • • $--F153�-6.5" 2'-s" d.� 2-s� M ROOF LEVEL r, �� ROOF LEVEL r, � F.F.: +151�-� F.F.: +151`-0� W16 W14 EADER $.+�qg•_��^ a'-� �COA�OL ^2�" � I 4 4 4 4 N 0-6 _g 0- 1-8 d �+144'-3" +144'-3"� +144'-3"-$- +144'-3"-�- CONI'�ROL 9'-e" / Z 2 2�2 � 2�2 � 2�2 � VALVE PRESSUREJ 0-3 Q_ PRESSURE �-3 PRESSURE �- PRESSURE g GAUGE ^ GAUGE GAUGE GAUGE � � �N �I� � N n � FOURTH LEVEL r, ^ FOURTH LEVEI r, FOURTH LEVEL ^ FOURTH LEVEI. �, ^ FOURTH LEVEL r, F.F.: +� F.F.: +1� �F.F.: +139�-3 F.F.: +1� F.F.: +1� 4 +136�-8" $-+137'-1" �' 4 136,_8" . -$-F737'_7° HOSE VALVE DETAIL LEGEND 2-� �" ��2-6 ��, 3�7�z �* 6-8� �� ITEM DESCRIPTION d' ~i 2�z '„' 2 z '"� 2 2 2 2 '"� 6 1 9" FLOOR PENETRATION WITH RATED FIREPROOFING CAULK -3 O-3 Q-3 O- $-F133�-5" -�-+133�-5" $-+133'-5" �-F133�-5" 2 8" BLACK SCH. 10 SLEEVE ANCHORED TO FLOOR SLAB FLEXIBLE 8•_5• � 8•_5• 8�_3• 8�_8• COUPLING o FLEXIBLE o FLEXIBLE o GFLEXIBLE 3 4" RISER CLAMP WITH TRIMMED LEGS AS REQUIRED `t M /-(TrnICAL) �d-��(npICAL� �����wICAL� � ��(rwiCAL� 4 4" FLEXIBLE GROOVED COUPLING °� 5'-0" 5 4" BLACK SCHEDULE 10 STANDPIPE RISER 2 0^ -r `} — -r 5 6 2 1/2" x 1 1/2" CROKER REDUCING ADAPTER WITH l}IIRD LEVEL ,� ��-0� THIRD LEVEL � THIR.� D LEVEL O- � ��-0� THIRD LEVEL � ��-0" THIRD� F.F.: +128'-5" F.F.: +128'-5° F.F.: +128'-5" +128'-0" F.F.: +128'-5" F.F.: +128'-5" 1 1/2" CROKER 5709 CAP AND CHAIN 7 2 1/2" CROKER 5035 CHROME HOSE VALVE j �� Q'Z PRESSURE �� 4 8 2 1/2" NPT MERIT WELD-O-LET WITH 2 1/2" x 0-3" ^ co GAUGE o co 2�2 HQSE VALVE 2�2 H SE VALVE �^ 2�2 �'1 H SE VALVE 2�2 H SE VALVE VARIES 2 BLACK SCHEDULE 40 NIPPLE (TYPICAL) �TVPICAL) �TYPICAL) �T1PICAL) MAX 3 O- � O- � STAIR LANDING O- � O- � � -1I-� $-+izz'-�° �+izz'-�~ +iza-o� $-+izz'-�° +izz'-�°$ � d' N d-� d-� �r� � coe�FLEXIBLE 1 � 2 �o" �,� � � �OUPLINC� � I �. I 2'-0° '�' 212 TYPICAL) d-� 2'-0" � � 2'-0" �n SECOND IEVEL � SECOND IEVEL SECOND LEVEI SECOND LEVEL � SECOND LEVEL F.F.: +117-7 � F.F.: +117-7 � F.F.•.$+117-7� -3 � F.F.: +117-7 � �� � F.F.: +117-7 � 9._6. $-+116'-5.25" �+i i s'-a" $-+i i s'-2" 4 +i i s-�s° A S TA N D P I P E H 0 S E VA L VE D E TA I L M�� �°M S,� N � � 4" FROM STP ,-� q s2 $-�„4�-8° � � FEED MAIN � � � ° FROM STP �� � �^ FEED MAIN �" FROM STP � 2 2 2 2 .d- FEED MAIN � 2 2 <r FEED MAIN -3 O- STAIR LAND�NG �, �- STANDPIPE 4 �+iir-o° +iir-o•� 4 +>>i-s.zs� +iir_o°� 4 CONTROL F P - 2 SCALE: 1/2 = 1'-0° GRAPHIC SCALE IN FEET O- -6 �+��p�_a• -6 VALVE 2-0 4" FROM STP O 1 2 5 FEED MAIN �� MAIN LEVEL �, MAIN LEVEI �, ,r MAIN IEVEL 2�2 �H�TSYEpiCAL� MAW LEVEI �, MAW LEVEI �, F.F.: +� F.F.: +1� F.F.:� +106`-0°- 0' 4 F.F.: +1� F.F.: +1� +104'-10°� _6 STAIR LANDING �, +ioo'-o°—� +ioo'-o� $"+ioo'-o° +ss`-io�—¢ +ioo`-o� +ioo`-o� / LJ \ $-+153'-6" 9 7 GARA$�E LEVEL� T.O.C.: +93-8 ROOF MANIFOLD DETAIL LEGEND ITEM DESCRIPTION 2�-6�� 1 4" BLACK SCHEDULE 10 STANDPIPE RISER � 4�� KENNEDY0IGGROOVEDBUTTERFLYVALVEWITFiTWO 2 STAIR 2 STANDPIPE ELEVATION 3 STAIR 3 STANDPIPE ELEVATION 4 STAIR 4 STANDPIPE ELEVATION 5 STAIR 5 STANDPIPE ELEVATION 6 STAIR 6 STANDPIPE ELEVATION 6 SWITCHES (VALVE IS NORMALLY CLOSED)** 3 4" FLEXIBLE GROOVED COUPLING +151'-0" 4 3/4" AUXILIARY DRAIN GLOBE VALVE WITH 3/4" GARDEN SCALE: 1/8 - 1'-0" GRAPHIC SCALE IN FEET SCALE: 1/8 - 1�-0" GRAPHIC SCALE IN FEET SCALE: 1/8 - 1'-0° GRAPHIC SCALE IN FEET SCALE: 1/8 - 1�-0° GRAPH�C SCALE IN FEET SCALE: 1/8 = 1�-0�� GRAPHIC SCALE �N FEET HOSEADAPTERANDCAP FP - 2 FP- 2 FP- 2 FP -2 FP - 2 ROOF 5 4" GALVANIZED SCHEDULE 40 PIPE, GROOVE x THREAD 5 6 ROOF FLASHING 0 2 4 10 0 2 4 10 0 2 4 10 0 2 4 10 0 2 4 10 4'-0" 7 4" x 2 1/2° x 2 1/2" CROKER 6840 CAST BRASS ROOF MINIMUM MANIFOLD BODY ��4>--� 3 8 2 1/2" CROKER 5035 BRASS ANGLE HOSE VALVE v � 9 2 1/2° CROKER 5713 BRASS CAP WITH CHAIN 0-4" 2 -� o *' NOTE: ELECTRICAL DEVICES WIRED TO BUILDING ALARM PANEL o BY OTHERS AND IS NOT A PART OF THIS CONTRACT. PRESSURE 4 � GAUGE � H10-6 S1 �+133'-s" 2�2 0- � �^ B STANDPIPE ROOF� MANIFOLD DETAI � THIRDLEVEL F.F.: +1� F P- 2 SCALE: 1/2 = 1'-0" GRAPHIC SCALE IN FEET �M /-H(TYPICAL� H2 S2 �+122•_7" 0 1 2 5 4 e-s 2�z � -3 A� B �� C � � �E o- H3 S3 $+iaa'-3" �� I � t SECOND LEVEL �, 2 F.F.: +1� �� PRESSURE GAUGE $-+116�_2° �'-�' FOURTH LEVEL � 4" FROM STP F.F.: +1� 2�z �� FEED MAIN 'd"I +111'-0 � FLEXIBLE 6 STANDPIPE VALVE DETAIL LEGEND ,_- ____��_��_�_ � � � $ �°o���;cA`� ° ITEM DESCRIPTION � 2 3 `V 4 � - I 1 2" ANGLE GLOBE STANDPIPE DRAIN VALVE �+133'-5" � O o O 2 2" MERIT WELD-O-LET WITH 0-3" BLACK SCH. 40 NIPPLE o ¢�UPBN `� `� a'-o^ 3 4" BLACK SCHEDULE 10 STANDPIPE TO HOSE VALVES ���(TYPICAL� N � MAIN L�� 2 4 4" GROOVED BUTTERFLY STANDPIPE CONTROL VALVE*• F.F.: +106-0 5 4" BLACK SCH. 10 PIPING FROM STANDPIPE FEED MAIN o, +104'-7'� 3-6 g � PENTHOUSE 401 TH�RD LEVEL N � 6 2" BLACK SCHEDULE 40 STANDPIPE MAIN DRAIN PIPING F.F.: +1� ** NOTE: ELECTRICAL DEVICES WIRED TO BUILDING ALARM PANEL 2�2 N v BY OTHERS AND IS NOT A PART OF THIS CONTRACT. ° � ,� FOURTH LEVEL � � q—�_ �r f - - - - - - - -° - - - - - - - - - - - - - - - - - - -' - - - - - - - - - - - FOU TH LEVE�Y `L1 2 HqSE CAL��/E +100-1.25� _ +100-0 � ^ Z�2 DATU�� R � 6 NOTE: DETAIL REPRESENTS TYPICAL VALVE ARRANGEMENT. ACTUAL LOCATIONS F.F.: +139 3 ---- -------------_----_--------- _ _________ _______ ____ -________ � _ _ F.F.: +139�-3 �n.p� q� 0- � AND ORIENTATION MAY DIFFER SLIGHTLY FROM THIS DETAIL AS SHOWN. ---- �+t22'-T' �N STAIR LANDING �, T.O.C.: +95'-1.� C STANDPIPE CONTROL VALVE DETAIL UNIT 303 UNIT 304 4FEEDMAIN �-�°. SECOND LEVEL �, F.F.: +117_7-7' F P - 2 SCALE: 1/2 = 1'-0" GRAPH�C SCALE IN FEET THIRD LEVEL THIRD LEVEL 4, ++114�-$� 9 S TA I R 9 S TA N D P I P E E L E VA TI 0 N F.F.: +�28-s . . . . .__J -----=-------=-- ---=- --------- _ _ _ _ _ --_----=-------- --=------------- F.F.: +�28-s 3-1 z � 0 1 2 5 ___.�,fi-.___ � ---- ----------- ----- �------ `I-� 2�2 -3 F P _ 2 SCA�E: 1/8 = 1'-0" GRAPHIC SCALE �N FEET 4 �+itr-o" 0-6 STANDPIPE CONTROL 0 2 4 10 VALVE UNIT 203 UNIT 204 MAIN� F.F.: +106-0 �3" 4„ SECOND LEVEL I SECOND LEVEL �PGAUGEE MIN� F.F.: +117-7 ------- .._._,, ,. ..,,.,,_., ., ..�. _-__ „_... . ., .. -�--- ,_.t, ____ -- _. .-_= , . ,. _ „__ ., ._ »_ �, F.f.: +117-7 O 46� 6 S4 4 $+133�-s° �O4 DATU�� � � � +100-0 21 2 1'-0" �('t 1 �-J' \J ELEVATOR PIT DETAIL LEGEND ,d.^ FLEXIBLE �OUPLINQ TYPICAL) '�}{�RD LEVEL ITEM DESCRIPTION RETAIL B CORR. UNIT 101 F.F.: +i� 1 1" SPLIT RING HANGER TO DROP-IN CONCRETE ANCHOR 2 2 GLOBE MODEL GL QUICK RESPONSE 200' DRY PENDANT ��j SIDEWALL SPRINKLER \\ � 3 1" CAST IRON TEE '�� M� TYPICAL � 4 1° CAST IRON PLUG MAW LEVEI �, c�- I H�SE VALjE ------ .----_. f.F.: +106-0 �\. MAW LEVEL �+i22._7. �/ 5 3/4" AUXILIARY DRAIN GLOBE VALVE WITH 3/4" GARDEN SLAB: +104-0 , " " °"' '"' � ---- ___---- __ _.,-- -- e'-s• 2 z --------------------- ------°-------_ � "°SE "°"PTER ""° �"P -------- 1 8 STAIR 8 STANDPIPE ELEVATION � 3 ,; _ �� � 6 1" BLACK SCH. 40 FROM ELEVATOR EQUIP. ROOM PIPING i I � I �� 2'-0 OR DEDICATE� VALVE CONTROLLED BRANCH. SEE PLAN. � � � � �� ���� � I �� F P —� SCALE: 1 8 = 1'-0" GRAPHIC SCALE IN FEET SECON�*-��EVE� � �A, ELEVATOR , � �.�.: +"�-� PIT i GARAGE HOUSE ELEV. GARAGE � �+iis�-3° VARIES ; I KEEPING EQUIP. 0 2 a �o � �4" FROM STP i I I I FEED MAIN I GARAGE LEVEL i SLAB: VARIES � --------------------------------------�--------------------------------------------------- -- --------------------------------- � ' � i ' ------------------------------------------------------------------------------�_�_���__._�---------------------------� i I � r----------------, , . I � I � I � � � •--------------------� � � 1 I I I �-----� l��_����� � i j i j i � I � _._._._._.� .L._._._._._._._._._._.___._._._._.___.__._._..�._._._._._ � - _ - —_� --y--- STANDPIPE SYSTEM HYDRAULIC DESIGN DATA D E L E V A T 0 R P I T S P R I N K L E R D E T A I L '��' ; r � � �%�%> ,����������,�%�<;,<;;.�%.�,;,;,,. .. . . . .;,.,;,,>,,,:�;,,,,�,�������: �------� ������� MAIN L�� A.N.�. V A�L F I R E D E P A R T M E N T F.F.: +106-0 �--------------------------------------------------�------� DESIGN STD. N.F.P.a. �a, 2003 ED�TION F P- 2 SCALE: 1/2 = 1'-0" cRaPHic sc,a�E iN FEET STANDPIPE TYPE & CLASS MANUAL WET - CLASS I PIPE TYPES 0 1 2 5 DATUM MAINS YOUNGSTOWN BLACK SCHEDULE 10 +ioo-�� RISERS YOUNGSTOWN BLACK SCHEDULE 10 E BUILDING SECTION REMOTE STAIRWELL STAIR #9 1 0 STAIR 10 STANDPIPE E�EVATION # OF STA�RWE�LS WITH RISERS EIGHT # OF FLOWING HOSE VALVES FOUR SH EET NOTES: F P - 2 SCALE: 1/8 = 1'-0" GRAPHIC SCALE IN FEET MINIMUM G.P.M. REQUIRED 1000 F P _ 2 SCALE: 1/8 = 1'-0" GRAPHIC SCALE IN FEET DEMAND AT FIRE DEPT. CONN. sRC o 2 4 io 0 2 4 �o FLOW �o2o.a GALLONS PER MINUTE 1. ALL STANDPIPE CONTROL VALVES SHALL BE EQUIPPED WITH A 2" GLOBE VALVE DRAIN PRESSURE 140.1 POUNDS PER SQUARE INCH FIELO LOCATED TO TIE IN WITH ADJACENT DRAINS BEFORE DISCHARGING TO THE EXTERIOR IN AN APPROVED LOCATION. 2. SEE FIRST FLOOR PLAN VIEW FOR REMAINDER OF STANDPIPE SYSTEM HYDRAULIC NODES. Fire S rinkler Plan S mbols Number oF S rinklers Drawin 5 mbol Description Total 7his Sheet: mmm Total 7hia Jol� 1,33m 7itle g ��� SPRINKL�R PLAN Job: � ONE UJILLOUJ BRIDC�E R0,4D 1� e �I�� �������I�� ��� `}� ����� �}� �� ����������� � Nydraulic Reference Pointa S mbol pe ree pescri tion IC-Fact. ?hread Quantit Gontract No. 05-30874 I Revisions: By: Date: V�IL VIL���� I I V I�l � X-X �lev.Below Top of Steel F(le Name: G.�2Dwg�s�1111ow�zOU1B�P-2.d �ARAGE PARTIAL SUBMITTAL DRAWING WP 6/8/2005 �l�IL1�(NC� ��C�ION, � I �IVp���� l��� �� m �i��l V�: C 3�3� �29 a���� ��/�: �3�3� ��3 ffi�83� � X-X �lev.Above Finished �loor Drawn By U1.PE7ERSON MECHANICAL ROOM OVERHEAD BULK PIPING REVISIONS WP 6/24/2005 V,L`��., CQ 8165� � � ItOS 20-10) Elev,of Top of Steel GARAGE PLAN REVISIONS PER ADDENDUM #2 WP 7/15/2005 �►CJ�� W�S� fi�����{� �����, ���V��, lr�I��C��� �SL/�f�/�t 8-6 Ceiling Neight Scdle 1st FLOOR/ STANDPIPE PARTIAL SUBMITTAL DRAWING WP 7/22/2005 Contractor: � Denotes Han er Locdtion AS SHOIIA�I 2nd FLOOR PARTIAL SUBMITTAL DRAWING WP 9/16/2005 g �RON�'IER �IRE PRO�'EG1'ION INC. �i � O�l i��x 6-m Rise up or down COMPLETE BUILDING SUBMITTAL DRAWING WP 10/21/2005 Q �ac� NOV�MBER 10,2mm6 2�1� UJ. NO�DEN PL�4GE a � � - -o-- - �xisting pipe and outiet 4TH FLOOR REVISIONS SUBMITTAL DRAWING WP 11/10/2006 � � 5�,4�'E REC�IS1'R��ION NO. ��6 _ �R_ New Nead Locatfon AS-BUILT DRAWINGS SM 5-29-07 p�NYER, G� 8�2�� � Approval By VAIL FIRE DEPARTMENT � � � , , �,,, , , I \ SEE MECHANICAL ROOM BULK / i \ � � O �,� FEED LAYOUT SHEET FP-3. i � \' I \ \ � � _ '- � � �,�lk i � � �-' � � � � � �WATER ENTRY � �� � � � � � � ,-' � � � __ � _ � �, � � T.O.F.SLAB / � / , �\ � � �\ i i� � --- � � � � I� � � CONTINUES 3'-8° I -��� � �1� � � --- � � � -� — _ T.O.DRAI P- � � � GARAGE SP RS� �. \ / \ I � _� �— ;�ST !miTEL BOTT., , SEE F 3 �, a/ � � � ' / \ / _ -� I i _ � � � � ��., / , — - 102' A \ � �� \ / � �:�. . / \, �1 � \ � 1 , — �. ; � `� 40R SER FP-1 I � � \ N � _ f � � . � 2' \ 6" D.I.P. FIRE LINE� I / � � � n ` ' I "l �j � 24 1 - __ ---� � \ �/ A8 102� SEE FP-1 FOR CONT. �i� \��' , �� \ 5 � I I - • ' 1 � � C�.. � T�.fl.DRAIN / . �" 1 �, ," E�EV. EQUIP. \\i , �� �� � ,L 0-6 ,3 -81 1/2" � .. j. �. i �� � � 1 ��_`"V' "1���1 � ,� �� . � � � � .. , ... . .. ] � � � , � �.� *� �� � ,� ,9�2 � ' 1 � ?-, � , � , � ♦ I \ �� � /�.�. � . 12*� �'� �'�' . 5 > � 26 .�z 0-10 � ' � �♦ �; ;..� � � _�, . � _ _ , �. \ 3 / � ! . . � �_ � � � _ � 31 � a� � • ��� � ��k.:�. �N o �y� 103 � *.. ��ti � J� � oTS ``�' � � O ; / � � � � �� ss-a � - 6' � r � is. � �a B 1'^ � .. .... ... .. . —� . `L" T F A , � . , � ,,� �, �`� . .. .-..�. ..-.-....... .. � / .... �, \� �.. � \ _ * O ` � � i �Q�_�, Y � �,40-8 30 �� ELEV. 2 t ; FP � � , 6. � „ �,�`,, 3 � �vP�oR2 ` 0 *.. �� �'4 0-10 � � 113'7.2 � E�- _ ��� ���� � ��'e�A� 0-1 27 � � �� �� � ;- � o S���R � ���2 .�paR ��� �-� � ' � � _ � _ � �� ���\ � ., �" 2 , � � SEE GARAGE LEVEL - p N ST RA� �,, p,'� �� 4 S� �� , ' � .. SPRINKLERS ON FP-3 /* \ O q I� 6 -6 P > ` �`r � � \, ry � �N�� ��� � I.O.F.SLAR o , ;-�� ��1 , ' o--, _ ,� 6' \\ 1� �,, i � � �� \ �.^ � > , , .,�� 94'-Q i�2" 10 ;<\ `L9r ,, � � � ' �SCHEDULE 10 FROM �J �. j�Z A1 \� �:' �� \ • FIRE ENTRY TO HEADER '�� � �' � ,�\� � SEE DETAIL A/B ON FP-1 T.O.F.SLAB � �', 16 112 / �,', / �� � v�4,�* � � ��� .�.� � T.O.F.SLAB �O� 2� ; - - � � � �� . � � 103' 8 5�8" -y,9 ��A� ��z� _ s�. ♦ 1-9 ` � �rF ��� � * � � 94'-3 1/2�� � ` 1�5 �'i. LAB L.`,ivDIN� ���� ' ' � REMOTE AREA 3 O � p �t'j � 95' \ 3� �� ,�a,� „ 15 J CO. ; .20 OVER 186 SQ. FT. 4' � , ,�p5 \ rn. $-4 11-0 � � / � /,,, Y ,J 3 FLOWING SPRINKLERS \ ` � " � � 102' �'= �� � � ��a � � ,i�r s��r '�� � / I �.-- " COMBINE WITH HIGH ROOF \ �`+ 14 a�5 1�? � �i�'-° � z" 1 A6 � 3 � � �\ T.O.F.SLAB � ? � 23 �- � � 113'6. -�` / 95'-9" 3" UP TO HtGH � r. F � � � l9 � � 2 � �A4 '��� �' - 33 1 1 -� / i ROOF. SEE HIGH ROOF . �2 ��( / \ , SPRINKLERS THIS PLAN 89-8 T F A 13 �o �2 '�� � . � .0. SL B rL T.O.�.SLAS � 9�1 � � ? � i 0- *.. � ' T.O:E.SLAB , \ ' S 1- rn * / 95�_ ��i 102'-6 1 f4„ � �' \ 95-'�" � 1 �� `' '1 ��'SJ A5 ' � \ \ \ f. 1 4 �� * �. � � c�, �� A3 � 5 113'6. �� 9' _ �, � �� � ��' ��<� � �� 1�z� \ 1 S -4 �� � �� >� V � \ N Z � � ,�,2 1 I 2` ? � B3 � ' 1���� 'l 2 ,rn��� � ; \ � � � ` �� GARAGE �'' �,�� ��-c� ,�3 ENT�Y ip � 1,$�1„ � �� 6' � 22 � 1, - � 4' 'I \ �P E N T� \`� 10 �, �.T.S. � 19 ,6 115`�1 � � , � � � , � � `, � , � 115'1 � � �\ � � � � . \ � ABOVE � ��� �� � � ` m: $ ,�� � � �s z,9 � , , � SEE HIGH ROOF � ' -� 5' � ��2 @2 17 � � `� � � \ SPRINKLERS THIS PLAN '� S �� 4' c,�_ 2� O O� f � � - \ v.l F � > > > \ 1 � �'� � '� �� �o � �,���3� � 3 �13' �r' o � t` � � U'. � \ \ � � ��" 1�2 1�2 `� 1�2 in� � � \ V 1 � � - g,�� 1- ,� 1- �> =10�s r \ � ��� ` 21 � �� � � �� � 0 1-1 5 ,�.� � � 6�2 J � \ � � � �� 1' � N �� � � , - , �� �� \ _ i9' 1 PLUG/ PLUG ti 3 1,�,�� 32 �7 � �� � � � � "� ,,-11��;6 \ - � -� .��"�1 � 1 ` ' �' S � � :`� � . / � , ' � � / / �, � �. 1-1 �� � ,��- � `' ,i� �� � � 0-6�s �_ � ' � � ��j � � � ': - � " = ��` v ��� �, 1 \� �"-�"� � � � ��� � � �� � � / % \ / � �\,\ / / �/� `/�\�\ ��\� ��\` 6�� i � �� � \ \\ � \ ; �, a�� \ , ' REMOTE AREA 3 \���`� �-� \ �� � \��\� �6 �7=� � ��� �� /j/ � `� .20 OVER 1784 SQ. FT. ����-����',�°� � � 114' � � C, � p / � \ � �// � 23 FLOWING SPR�NKLERS '\ �� �-� � �,���� �V � y� / �✓/� � COMBINE WITH GARAGE �\ * \ � : � O' a�L � \ - � \;,� ,� Z � P� �, � i = � S��P `r' � � � � � ��. �' �' � N PARTIAL GARAGE �EVEL FLOOR PLAN N GARAGE ENTRY HIGH ROOF PLAN SCALE: 1/8" = 1'-0" GRAPHIC SCALE IN FEET SCALE: 1/8" = 1'-0" GRAPHIC SCALE IN FEET FINISHED FLOOR: +93'-8° U.N.O. FINISHED FLOOR: VARIES O CONSTR: CONCRETE ON METAL DECK OVER STEEL BEAMS ITYDRAULIC DESIGN DATA REMOTE AREA 1 HYDRAULIC DESIGN DATA REMOTE AREA 2 HYDRAULIC DESIGN DATA REMOTE AREA 3 O CONSTR: CONCRETE ON METAL DECK OVER STEEL BEAMS CEILING HEIGHT: VARIES 0 2 4 10 CEILING HEIGHT: VARIES 0 2 4 10 PROTECTED SQUARE FOOTAGE: 28,575 A.H.�. VAIL FIRE DEPARTMENT A.H.�. VAIL FIRE DEPARTMENT A.H.J. VAIL F�RE DEPARTMENT PROTECTED SQUARE FOOTAGE: 1,887 DESIGN STD. N.F.P.A. �3, 2002 Ed. DESIGN STD. N.F.P.A. 13, 2002 Ed. DESIGN STD. N.F.P.A. 13, 2002 Ed. FLOOR FRAMING NOTES: PIPE TYPES PIPE TYPES PIPE TYPES FLOOR FRAMING NOTES: MAINS YOUNGSTOWN PIPE GALV. SCHEDULE 10 MAINS YOUNGSTOWN PIPE GALV. SCHEDULE 10 MAINS YOUNGSTOWN PIPE GALV. SCHEDULE 10 �, �INDICATES TOP OF CONCRETE DECK OR SLAB, UNLESS NOTED OTHERWISE 1. -�—INDICATES TOP OF CONCRETE DECK OR SLAB, UNLESS NOTED OTHERWISE. BRANCHES YOUNGSTOWN PIPE GALV. SCHEDULE 40 BRANCHES YOUNGSTOWN P�PE GALV. SCHEDULE 40 BRANCHES YOUNGSTOWN PIPE GALV. SCHEDULE 40 2. (XXX'-XX") INDICATES TOP OF STEEL BEAM ELEVATION. UNLESS NOTED SPRINKLER ORIFICE 1�2�� K= 5.6 SPRINKLER ORIFICE 1�2�� K= 5.6 SPRINKLER ORIFICE 1�2" K= 5.6 2. (XXX'-XX") INDICATES TOP OF STEEL BEAM ELEVATION. UNLESS NOTED OTHERWISE, TOP OF STEEL AT FIRST LEVEL = (105'-4 1/2"), OTHERWISE, TOP OF STEEL/DECK AT SECOND LEVEL = (116'-11 1/2"), * INDICATES TOP OF STEEL BEAM ELEVATION = (101'-10 1/2") AREA/LOCATION NORTHWEST END OF GARAGE AREA/LOCATION SOUTHWEST END OF GARAGE AREA/LOCATION GARAGE ENTRANCE HIGH ROOF * INDICATES TOP OF STEEL BEAM ELEVATION = (116'-5 1/2") ** INDICATES TOP OF STEEL BEAM ELEVATION = (104�—s i/2°� # OF FLOWING SPRINKLERS �NTY FOUR # OF FLOWING SPRINKLERS TWENTY ONE # OF FLOWING SPRINKLERS TWENTY SIX __• INDICATES TOP OF STEEL BEAM ELEVATION = (110�-2 i/2°> DENSITY .2o G.P.M. PER SQ. FT. OVER DENSITY .2o G.P.M. PER SQ. FT. OVER DENSITY .2o G.P.M. PER SQ. FT. OVER �s� INDICATES SLOPING STEEL FLOOR BEAM REMOTE AREA TOTALING 2016 SQ.FT. REMOTE AREA TOTALING �s5s SQ.FT. REMOTE AREA TOTALING t970 SQ.FT. R/ INDICATES RIPPED STEEL BEAM ABOVE F/ INDICATES STEEL BEAM FLUSH WITH TOP OF METAL DECK DEMAND AT BASE OF RISER eoR DEMAND AT BASE OF RISER aoR DEMAND AT BASE OF RISER BoR [XXX'-XX"] INDICATES TOP OF PRE-CAST WALL ELEVATION s. � INDICATES TUBE STEEL COLUMN DOWN ONLY. FLOW s2o.o GALLONS PER MINUTE FLOW 5s2.o GALLONS PER MINUTE FLOW ss�.o GALLONS PER MINUTE PRESSURE 83.5 POUNDS PER SQUARE INCH PRESSURE ss.s POUNDS PER SQUARE INCH PRESSURE �$•� POUNDS PER SQUARE INCH 4. � INDICATES TUBE STEEL COLUMN UP AND DOWN. INSIDE HOSE STREAM 25o G.P.M. INSIDE HOSE STREAM 25o G.P.M. INSIDE HOSE STREAM 25o G.P.M. s. ❑ iNOicATES PRE—cASr co�uMN. DEMAND AT SOURCE CONNECTION Rc DEMANO AT SOURCE CONNECTION Rc DEMAND AT SOURCE CONNECTION sRc s. � INDICATES 6 1/2" EXTERIOR SLAB ON METAL DECK (4 1/2° INTERIOR SLAB). FLOW a�o.3 GA�LONS PER MINUTE FLOW s�2.3 GALLONS PER MINUTE FLOW s».o GALLONS PER MINUTE �. � INDICATES FLOOR SLAB PENETRATION. PRESSURE ss.5 POUNDS PER SQUARE INCH PRESSURE 79�� POUNDS PER SQUARE INCH PRESSURE 94.3 POUNDS PER SQUARE INCH OUTS�DE HOSE STREAM o G.P.M. OUTSIDE HOSE STREAM o G.P.M. OUTSIDE HOSE STREAM o G.P.M. �� 113' � � -11 \ � � �-0 3 � �� 113' �� �� - SHEET NOTES: � �� <� �� 2� 1. THE GARAGE LEVEL PIPING AND SPRINKLERS SHOWN ON THIS PLAN IS FOR CLARITY o� �� IN EVALUATING HYDRAULIC CALCULATIONS. SEE SHEET FP-3 FOR THE ENTIRE o� GARAGE LEVELS PIPING AND SPRINKLERS. �y� �\ 2. THE SPRINKLER LEGEND ON THIS PLAN INCLUDES ONLY THE QUANTITIES OF SPRINKLERS °\ \\ ON THIS SHEET. SEE SHEET FP-3 FOR SPRINKLER QUANTITIES ON THE GARAGE LEVEL. °o�\ 2'9 � SEE SHEETS FP-5 THRU 7 SPRINKLER QUANTITIES ON THE FIRST FLOOR LEVEL. � � ;, �oA ��� 13' DESIGN SYMBOL NOTES: �� ,—'� � � - �, o- 5 4 1" GLOBE VALVE AND PLUG AUXILIARY DRAIN FOR TRAPPED SECTION OF PIPING LESS THAN 5 GALLONS. TYP�CAL ONE (1) THIS SHEET. EXPOSED HORIZONTAL SIDEWAIL PROTECTING BENEATH OVERHEAD DOOR WHEN OPEN. � 3/4" AUXILIARY DRAIN GLOBE VALVE AT BOTTOM OF DROP. TYPICAL FOUR (4) THIS 0 VE R H E A D D 0 0 R S P R I N K�E R P L A N SHEET. SCA�E: 1/8" = 1'-0" GRAPHIC SCALE IN FEET PIPING SYMBOL LEGEND O FINISHED FLOOR: +93�-s�� u.N.o. CONSTR: CONCRETE ON METAL DECK OVER STEEL BEAMS f� SYSTEM RISER < SLOPING PIPE /XX' HEAD ELEVATION CEILING HEIGHT: VARIES o 2 a io o PIPE RISE Q PIPE COUPLING XX WELDED PIPE FAB. TAG • PIPE DROP / PIPE HANGER 0 THREADED PIPE FAB. TAG ► PIPE REDUCER XO X HYDRAULIC NODE � 4-WAY EARTHQUAKE BRACE Q PIPE CAP x'-x" PIPE ELEVATION f 2-WAY EARTHQUAKE BRACE Fire S rinkler Plan S mbols Number of S rinklers Drawin Symbol Description Total This Sheet: 33 Total This Job: 1,33�0 7itle g FIRE SPRINKLER PLAN Job: � ON� ������ �R�Q�� RD,�p � 0 H draulic Reference Points S mbol pe ree Descri tion K-�act. Thread Quantit Contract No. (�5-3(�8�4 Revisions: B pate: � f�� ������� I�N �1�� f����� �1�� ��1��������� � x-X �ev. Below Top of Steel Q 155? BRASS UPRICsNT QUICIC RESPONSE - vHCINCs M 5b 1/2" 23 File Name: C:�%Dwg�%UJillow��20UJB�P-4.d �ARAGE PARTIAL SUBMITTAL DRAWING WP 6/8/2005 V��� V������ ������ �I`���� �I�� ���� ���I`� � m ��ION�: (3�3) ���_�2_�1 ��X: (3�3) ���_���� � X-X Elev. Above Finished Floor QQ 155? BRASS UPRIC�HT G2UICIC RESPONSE ON I" SPRIC� - vHCINC�M 'b ��II � prawn By �1.PEtERSON MECHANICAL ROOM OVERHEAD BULK PIPING REVISIONS WP 6/24/2005 V���, �� 5���� � O (TOS 2�-Im) Elev.of Top of Steel Q 155? BRASS ExPOSEp NORIZONTAL 91pEWALL G2UICK RESPONS� - vIKINCs M B.6 1/2 9 GARAGE PLAN REVISIONS PER ADDENDUM #2 WP 7/15/2005 � ���� �J�S� �f�l��h �I���, ��n�/��, �������� �J���l� 8-6 Ceiling Height Scale lst FLOOR/ STANDPIPE PARTIAL SUBMITTAL DRAWING WP 7/22/2005 Contractor: A5 SNOWN �L penotes Nanger Location 2nd FLOOR PARTIAL SUBMITTAL DRAWING WP 9/16/2005 �1�ON�I�R �IR� PRO��C�ION INC. � 1� O RN I��x 6-m Rise up or down COMPLETE BUILDING SUBMITTAL DRAWING WP 10/21/2005 � pate NovEMBER 1�0,z��6 2�1� W. N0�1�EN PL�4C� o � � - �- - Existing pipe and outlet 4TH FLOOR REVISIONS SUBMITTAL DRAWING WP 11/10/2006 � � �i���E REC�I��R�4�ION NO. ��� _ ��_ New Head Location Approval By VAIL FIRE pEPARTI"IENT AS-BUILT DRAWINGS SM 5-29-07 ��NY�R, �� 5���� � � � � � ^ � �? i� � � � � � N p � -� 3 � SLOPE �yA rn � � 101'_ ��1�-0" 1" DRY PIPING� -6 -.U___ LL rn � 0-6 � � --__ �- A3 � rn co 3 3/4"€ � V- - O A4 � J; 1" AGF 1000 T&D, 1/2" OR.� � �v A1 13-p � � > > rn 6, � �> � A J N 8- �Z � � �� � °' A5 A6 � � �- � .�o� 33 ' ? o� � rn oo � � � 5 101'-g,. � 2 � �3, O I � � ao O- z Z N J-������ � 1 p � rn � � � � � � REMOTE AREA 1 �. � � � ' n �� � � � g_��E' °' a' °' � � � � ;j 2" x �" C� RC � .20 OVER 2016 SQ. FT. J, - .� W rn `-�� i � � � rn co �_/i 24 FLOWING SPRINKLERS ^ � I\� � O � 3'-71" �' � •- �n � 9's N 9_3 - .1�� 7 � , 7 rn N 102'_3., �E SHEET FP-4 FOR CALC DATA � `"- � �� / O) � co O O) � `�r.:� ^� �'3 \ 7 O� p� b S.� _ 2" X 18" PIPE � A J � � c� ��, � 1, '-�03 3-� 7- �s �� � °�' � m � w �� �� ' 3 0-9�- i � -8 s - rn a, o P-2 �03'-3" 99'7 SLOPF � `� . 1-0 3 - �2 . � _ gg'1 a � � 1-4 L� � �1 ° �_9 co i� cw ^ � 'L' � o a�- _� � � 1 -6�z � -4 N `� ' o I I 4'-s„ 1-0 � i A � 12-7 0\ � ° o � � \ 2" X 1" CI RC -� 3 w 1-� 0-6�2 � � ���� ' o .� 99'7. ^"' N `� 8-3 0 � o � 104'- _J I � m O 101' _ 101' o, cv � o o n � � � � � o � � 0» �_ Og � "� o i 3 4- +2 o rn o . i Z rn o o-°' 3'-s" •� M' A1-4�z � 10- i o 6�-3,. �-�= o i � 3�-9'. o / �, 2 1 p0 7 � i �., GLOBE VALVE� J ^co rn 5'-g�� � ^ �n 10- iy � O\ 7 � � ,-, L_Jc� ^ ^ � '- ; 2-45' � � � � = o FRES;i AIR J 10 � � ° o � ELBOWS � � �2 gg'7 SLOP �" in:rak�F ; �� ■ � � ,- ; ^� n`! s'-s'� "' S-� 3�2-2 ° 1" DISCHARGING O -� 00 ° N �- i 10�2 �- �2 TO FLOOR o E 99'1 ¢ T.O.F.SLAB r �1�_--- � \ � 111 � " i o � 6'-3" � -- cw 7- �z � � � � , . 14 � � �1'-7" W� 1 1 rn . ,- ; 0 2-45. � '�1 . � °� �., ,ti �i 0- 100'1 � ■ o �- 10- +Z .ti v 0 ' � _-- - 1-1 p ,l. � . ELBOWS � C � rn �� �' 2'-s" J 20 �oi's .0ry �' = � -5 R �� o ^� o o ,- i 11 . ,� 4-4 � � 7 04'-2 5 � -- i� `" O 21 p o�'3 `O 102'- � (' p_ 100'1 \ ' o � a � 4'-s., 3'-s" � 102' � ^� 3 �� -4 /8 € � ,%` � a, 16 5�_9,.:;;`� 3>. I �J � � 2_ 21 B _ N � °� ^ 'o- 3�-9" ---' -- I Y� � '- � N O 3 - � ri� ` I �� ° � 9�� 3. 9.. ^ -- DRUM DRIP/INSP TEST �. � 1 Ii � ' 3'-5" T.O.DRAW � � � 22 �R. ��4 '- � 3-5" 90'-4" in ;C- �/ I (V. o cV o p j ,r o rn I _ �* . � � _ I d- � � �' � 0 2 101'1 , � 13 1 5 � 1 0 1' � 3-5 � I n _ � R O ^ '_ � o ; ' , F� _ 3 SCALE: NONE � p1 J O ��, 1-0 5 p 4_2„ s�-io'• I � '_i �_- I d � 1 � � 1 � `° �-ao � N O W N E R S T O R A G E io4'-2 3 3 �� � ��4 .� �� _ �1 �03'- ��?�- _ � + 1-1 � 3 � �,_ , o \ ��8"€ -6 B1 "' 6�-6 ��2 1� 4' o„ O 3" � . '� : 1.:. - �. �.. 1 0-5 100'1 �_ 1 � \ � B2 �;- � 18 ioi' 0 0-F, �� '- 3'-io I �o � � �-1 -�,_ O_ 103' 1-3 � 6„ 4, � "' � -a° ; 3' � n , \ , � � � �. \ .- �v � � ^ ' -s'� o., � 1 -5 101' ��4 8_ � \ J � 13-0 �' � B3 �'� � � � � � 4'- Ll � �- �1 .. � 3 -6 � �i rn N ^ ^ ^ ^ � 3'-��" 0- 103' S�� 1-4 , $-1 � 01 SLOPE byqLL $-4 3 5� ^ � a�, ^ ^ N = ' �° 102' 6- ' � - - �__ - .,,,;__ � z � �- �- , � ^ � a'-io^ � /°i i'-�o„ , ^ ^ ^ � m 9„ � � ' _ 19- 100' � _ -- � � '_ ' ^ ; ,ti 4 4- /2" 3 ' _ � 7 � 1 � �, 101 _ � � 4 � -fl 1" DRY PIPING� - '� 101 101 1 3 1.2 � rn � ,� 3 2- 1p 24 p� -- "' �- i ^ o,`O 1- �2 _, ■ ' p 101'3 � " _ _- i � rn ^ �^ p 102' ^ T.O.F.SLAB � ,`L� ` "' �* 1 � II 10 �/ N,.,�0��\ry � �- � 1�ti .- °' � � --- _ — .- N � �� " 3-8 r,. �104'6`, �p��4.6 �/ _ ��� GLOBE VALVEf �-� 6-3 �' ' �'- '�� 3 N-- " �v -- �" � s'-s'• 1 � 1 �� ^ ^ . -- � � 3�� - 7 , 1- � :: � I � N ^ '_ `r � - -10 � �ti a,� 2,6 � 04 \�-0 �, - ` �-r� co •� � � • � °' d- ,� pi i J ♦ 2„ X 1" CI RC � � c� I '- •- . \� � � � � �i `~ O � ^ � I � �ti ` � � � `° ,��-- I �, � �l ^°' = t-5 � � I ■ � ^ � •- l; ,'_ ___ , � � �r � 104'1 0 �,'y 1,�-� I �` , < +101 � _ � ��\, ' ^ ,\ � j °ti -�!-- -__- - _ ° _ ° °� 9 3'-s., z 2- o ios'�,9 �� , ,, , , . � �O � ��102 �'� � ��ELECTRIC o ,- °Q 3 8 __ � -�- �� � � � O 102' `� � � I �� y,-3,� � 2�� X 18" PIPE� � ' \ � L 1 3'-0' �2_ 4- 1 � ' � ,�,�.1 �. � CO o � 102' o '� ��,ti NI, � � 6, °J" � o I . 102'1 � � � ' � \ -5 0 ° L ous I P� 8 �3 7-1 � �1 Q�' \^�n �-� ^ �n ao 102'1 N - ��oa's ° 0 1 �, 2 " 2 -,' �.ti 102'1 � d- �% � � ,`.. A' 1 1 ,r=,;,, � , p -- �' 3 _ t ' i '� � 1� '-� ca � N 11 ,� ^�ti 2" X 1" CI RC � 2` - 1-6 � N 5 s � � > > 102'1 � � �,� ` „,� � � � �; � 1-6 -7 - 0-9 � i 5-3 � a '� �ti '-,� � � �� ,.,� 1�\� ' 0- 5_ Z 4 , V os s � - ;. „� = t � v- .,ti � 104' '� I l _ �'-8 103� i ^ `v t � � ^ ��� 1\, 1.��ti ^ � o� N 1 0 2� ^ O,`L w� � � � 1 GLOBE VA -- - __ 'i _ � � ,- �+ o , �- 4-'> as-s �n_ i 0- � ��. :5 - �3 � � 0 1- .,e� �i 4 ,ti s � E�� _^ �� N � �� i' � rn � 1 0 3'^ � 2� �- � 3- � � '' � � �' 1 1 � � 4 102' �I � �' i oa's j LVE� O'�� ^ �o: '� S T ' ELEV. 5 _ I �� D � ^ 103� p 1- r `�' 3 7' �s 2 —;-_ _ , ^ �`J r r,�a 1 •�O_, �� t- ,�k 02 V \.- � ,�`,�", p'�"ao a� ' � - 6'/°J p�G O� 1 � �_2 rn I 2 � � � � ^ � �? � 4 1 �ti , • o, O 6 2 2 �O G P � � O R A G E I � 8 Z ^ 5 � ' � __ s" � � � A z 103�1 F R 1" DISCHARGING �-�`± � a, Q �fi � +102' ^ "' 1 � 7-11 � _� ?a 1_ %� o � � 1�2 0 10� o ��'s � ,ti P �O N G T O F L O O R o � � rn a � 1 0 3' 1 0 3 � 1 ^ 5-1 ?� p o 1 0 4' 1- q�'L N r, � ,O � g 0 1 1 u�u � ao +-1 � � O `�j"¢-� � 4 � MEDIA DIST.`_ N �- a o � -- 6 i 4-� �z 104� �ti � ���� � '� S�P � T.O.F.SLAD � N . \ / ,o, ^ I �,. l- `\ � � 1 �� ` o u s P I N i� - : 1 �, � � 8-3�2 �i 4 1� � ' N o�`1, T�.F.S L A B � � � � 1 0 5'3 9 1„ 4"UP � � 2,_ �1Z - - a � �� � � . -- �- ro�oc � � o ; 11 : � � a � � ^ � _ _ � 4- � .ti 3 � - oa s 93'-8" � � 2 2 5- ��1 93'-8' � o s uP-� 4. \ . � � � _ � ; � � � i -9 �� �0 30�,4.�Z� �\�? ��4 .`� 'Sgti�- ,�"� ' ° � � ' a'� `�, �O � � To r.� �ti � 2-5 � /1 1 � � I 1 � �v ti � . 1- � 1 `1N.. �. z m �. -o, 5 � - -5 N � o-s - �- � - _ � _ ,04' �- ,- ot,a4�6 6 � ,-� ,,;. D R U M D R I P D E TA I L 4"CHECK`.nLVE k �r. � 6� � , � u� ---------- � ' - _-_- � �� o: � KITCH. STORAGE � q 6 BUr!�kFLY VALVE � 1 � N � o � 2 45' �c ,s � v w � i H 2-3 4,(NORI�ALLYCLOSED) o, `�: ; � 6�-9' �- - r F 4-3 � 11 1/4' � i � �' ' � � -- � ��p 88-a 6„ 2- N �v r- ! fELBdWS � ' O 104'6 �o � c cH 6. � 6� 4-11 2, „ ' i .� o g_��z o i �"� ELEV a ' � N i' 1� � � � 3_� 3-0 3 `" 2- 104' ,ti � T.O.�AND�NG rn � �- ^ N 3,_ � � M > 2 102� � .� , F P — � SCALE: NONE ' � e'-7'A.F.F. ,, � ' o T.O.F.SLAB � - � -n- -- � 3 6 � �ti 6' � 1o4's /k \ O ELEV. EQUIP. '� co � ' -6 �- � O 99�-10�� � � 6-� ' � 6 _ ^ - _ ELEV. EQUIP. • ^ eo co I o `� 4- �•• "`� ;;r ,� � 6 102' ���� 2 t/2' o � �l 90'-10"� ��ti ��ti R ^ --- 1 i � � � 4 ,ti � � � 6-� � � � , �1� 4 ` S1P UP � \ � �• m�' 4� -- T.O.F.SLAB ' \ 1-10 2-8 5-10�2 � � 1- 1 i ^ � o ' � 104' 1- �z rr � 4 1 `, � o�. 1 1 1 0 oa's o oa's '- ' 4- ^ P � '� � � � � ' �-�.� J 6-7 z - � � „ � �v �n � � I 1- 10- �- '\4, s-9� ��� ^�* 0 03 � A7 � � 94' o � UH „� L i 2 �^ � . 95-1 1/4 \ � � 1 � � 1 _ 0 0 6 � •- � .r o 1�' Q ! ' , FDC CHECK VAL 0- �" "' �* ; 0- 4 _ A- Y " � - � i ' 2 1/2'UP 4 MECH. RM. // 2' s �,: 5'-6 7 „ ^r� .- r� � \ �,.� \`� ^ � �� JANITOR �� � � � � �' Z� �SPRINKLER SYSIEM� � , 6 \ 5 ^ 2_ ^ � `� 3 `° � � ` �-� 2�Z ; � � /2 � ^ ' z1 2 � " O�$ J � _ ^ I � `n ELECTRIC IF --- „ — �? ELEV. 1 i /S-�P�R O-� � _ _5 T.O.F.SLAB ` ' ° � � ' 5'-0" ^ ELE`. EQUIP. 12-9 4 93'-8" , \ ' ,°�� , 5'-0 7/2 � �_ 0 4 /- �_ es'-a° � 1 � 98� i 2 � _ �,oP \ . 0 04'6 i°' �'-77" oo � � '_ � ' 1 ` - � � T.O.F.SLAE3 � 1-8 � �, �, � ^ � 1 � N � �-- -' STAIR19 O � 1ry � � - ^ j s-���p � .. � � 5 �. �- �_ � � ��-11 : sTaiRS _ � � �-, o ioa's 6'-io» � ^ +104 ° - � 93'-8" 0-�- ABOVE 0 � 1 a -10 "'� � \ 1, / 1 4^��� � \ � \ T.O.F.SLAB ,--% 4'-70" I ,- 'i ,ti � i ,^_ ^ � o ,�� � 1 � � � o � \ � 89'-8' d' � � � p� � �= i �-�-�— � � `L� �: 1-0 / R 0 ;� , - � S. i ^ co Q_ g�_ � � ^ 104'6 i�� ^ 89-8 � SEE MECHANICAL ROOM BULK > � 3" I ELEV. 3 � "' � FEED LAYOUT THIS SHEET �. BASEMENT � 6 � � ° . 4'-6" 4._6., �-� ,� 6 _ ,�� -y� � '4 � � .� ' � 95'-1 1/4" PO�� �� 1-2 0-8 103' N o i� � 4'-s" 4•_ ,. ^ ao � � a. 0 1, � `�� rn 102' 0-9 �� ' �1,ti ?'��'•�� $�12 v�P�-�' 1 ° ,ti 1� `� 6 4'-6" �� � \ �: � ` �° 1 �� �,d \ ��02'�� �� � , , k �� T.O.S. � LOWER LEVEL �%� . 5'-g�- 4'-g•� � � �, �� o � 2 z \ �- •,. 8153.3' = 95'-3 1/2" s. 1-1 � p -� o f� a-s" 3,_8„ ^ � �i ^ `L'0 1- �- � � / �\ 1� 11-�?2 , 0' � � �� � 101'6 � � � 4 2; a �, rn, p�� N �1 O � �n � r33 U •- ,�°�, � 5'-a" 4'_2„ ,ti �° '_ � ,\ 1 1 �> �, ��z �' � ,�ti o;ry � ��� 4 11-6 2� ;, _: � �v � 7-1 � o '02'4 1 `�l 1 `� p�`O 2�-s' �ti r � a,0 9- �_ ,� � ,,�� p� rn N Z ; � ��� �. o e� ' � � , 1� �0 2•_ �i �' / o o io3'2 � 5� 11-F ;�' T.O.F.SLAB -�'s .-,�, � � 10-9�2 1 j z �o �I � i0a'6 0. s° 1 � Q � � ��2 �ok � 1�2 - . ' '' , / 95'-1 1/4» p 1 "', . -� a ^ �4 �5 � � O 046 6'-6 - � 0 9 � 2- 1 ` 1 / o � ' ., � ; . � 2 1 � „ +104� � � ELE"a EQUIP. s � � � z � ,��,e 8-1� ,� o �I "' = � 1�a, ���� 52 36 � �� `� ♦ 1 � �2 �� �'�� � i / 6 �, '- �� -� g O 11 _0 101 7-4�2 a :=41 t � 1 3? 6'-2" 0 I� 6 2 � 104 , � ,r N 3 $ GRADE I , � � ,ti ,� ^ ��,� � s � � �s�1 _ V�� T.O.F.SLAB y, /g„ ,\ � _ � � � i" ,�\ � 4 0 , a , �p_ � cv ��__ 93'-8" �5 � � � 4 � S-�\\�`G� 95'-1 1/4" 0 101'2 � � ��o �`.�. �* ;' 11 0-6 101 3 � o - -__ __ �ry � � � � '�0 � _ . � .- - � . , - . � - � 101' - -s�2 ��� S�P'`„ �5 io�'� w ;' °' 2� o,� o � M `� � �,���` �\ ° '� � ,ti �� �ioa's `�% s 11p -�jj/ s' � ��1- 1 8 , fi- � 4 , �\ NCj � a. � �p i017 � J �� ^ i��, �I � �, 3-: _ ... ��G ��, � , ,1�, � ! � ,� ,6 ` 0-t -y� 2 -9 � � ..-. % „ R�'CE '� P` ��0� „ N �° � ; o � 3� �ioi'7 �'+2 ��' `�� � - �, --> � p oa's 04' ��� �,�0 104 , � �1 �L T.O.F.SLA�: \ 102' 1 5�g G�NR �� �� ��2 ^ � "' � ` co. p 1ot'7 , ° J � I. f . � � � 2 \ 93'-8" �, � �♦ ; `, / OpP �ON G P .�p5 �� ,�o I.O.DR,�IN � ^ � � o ao �� �6 � o o��`ti � � �, 2 1 �/ '\/ �� ,� �6 `� �., � , 0 0 � �.� � � I N, � 5 � ; + a i oa�s �, � � � 6� ' � / S�-P �� � __ J o �oo,� 89'-6" �6 ��,� �, � M r, � ��-''-� o a ! � ni � ^ � ,�, � F ��� � o. � N M � I � . �t w � I � � ,, �,� 10 , 103' ,�0 5� r' �- � J : ��-1' p 1 0 1 3 c a ._ � t. .- O � d � �ti 1 0 4� � ' 1� 6�c J�'L `� � M E C H. R M. � %� �. , �� 6�-11" �Q p� ,..� _I �,1 . O � �`l� � � � - 2 �� `O � � +104' i � ,. N `r 4'-4'� p 101'3 D� � � N �. �, 9 c3� 1 I i ao p 04'6 � 2 2 '�J i � �� `��� cv_ w, 3' 3 9 � o�'� "� (1 g- 0- � � ^ �._ � i 2� �' .�. � � 1�1 10 '3. � � , 2 � a �.�� ^ 5'-i o �/z'� 5 o ioi'3 43 o ioi'3 I � �,_ � �� 1 0 4' � o.ti A8 � � �� � i' 2 z �O u N �r 4 �/2" � � o' � � � o, �oa'�yw 102 � SL � p 100'11 �'�� r- r� 5�_ rn O ; o �°¢'-9„ r.� T.O.F.SLAB iS` �^ °j � \ � .- 4 27 p d' io 1/2„ rn .- � . � 93'-8" '' ,ry � �^ ,��ti \ � �� � � > ,ti -t0i2 p 100'11 / /�3 i �`O ^ I� �, d- 2_�,. � ^ 5�_7„ � �'1, 0 1p- 0 1 d, \ �� `1'� �' �� � � � `�o�oo'ii o�� '� �4 ^ � 1,6�ti ° - -y,14 0�04' o' R � ,�n, iU 2 .. � -.. O' .ti - N g_ t 1`" �o ° _ � �'o^;' �' 104' +104' 6' 104' ��y S�� ^ r� 40 ^� _ - z � �2 - � �^ � o �N�.�' -� -�E ,� i 102' � � I i �, � k � ,� ,n� o o c�i � "� , � �. o � g�• G� `L. .� % rn p too'11 `44 O' � ^ "' � �. �1'f'' E O ' WATER ENTRY �ti � �' � • � ,ti � ' / ^ � � p � -- 12- � ^ ^ ' �� � c,' � 1 0 � . �` rn ' 1 1 � 9' � 05 �F G� p,0 .�o t° '- � W o ioo'ii � �.,.��. L 12-11 � 0 1�' � o � 5' � � N E '%2��� 4 �T.O.F.SLAB a� O � � ' i..�. � � I ���� �� o� o �e� `� `L � � ' Ft 'i3- 4-11 93'-8" / I rn oN oo's � ��o � . �.. �� o or POOL EQ P. � 4 z � � :� r ; � 2� ��ti � 1 pP ON 2� 4 \ � 4 � 28J�o cn� ., r � RESTROOM ; : �I 6-3 4 ��a 104' 6- � � p,g 13-1 1 -7. -6 ioo's �h ,- �. a, i �•_ s'-4" 3,_8., 4= 3-1 , � 6' 1 � � S� " ' 3J o � ' � 2=k5. - ` 5-8 � 22 �/�• o ��4 � � �• , .-�� \ � N �- � � � � ���6 � � � n W �� �- � & �� � 4� � p . �� J �� /� �. (SE�OWBF�P-3)-� 6' D.I.P. FIRE LINE. _" -- � � ^ � ' 1 V, ELgtlWS L , ;; O^ � 7O 00'6 � � � t � '_''� ELBO S rn / ; 1� `L / �� 101 , 1 C1 � 41 . �, a ..� 0 4- ' _ � �`.� 99' � � .ti 45 � ' ^ � 2 1�2 - �- -11�2 �'� �� � � � 1 0 �04' �n., �� _ , t ,,.-- SEE FP-1 FOR CONT. � _ 9 4 cv \ OO J ' � -6�2 ;y -�_ u>> 'J � _ „ 2�2 I � 0_ C2 28 0 � ^ � N oo s � 'arn� oo � 0-�.� \ - 13-1�z �v � - : 1 .� ; 1 � � cv� �♦ °� 6� 102'2. o" � •�, , 10-3�Z � i � 1ti � , � `� '� � � V A -_�t � � I OP� 3 �3 1 z. �� � " . � � 104, � � �a` . 1-1 ^ .� A, �♦ S,- , ' � 12- �2 --8 C4 �,,, ��ti i �� No^ ,� 1 < 10- �Z 1 � �'�" \1 ,� ,��1 � - ♦ I o � '- p� 2 � �p �y 1 10 2 . T.O.F.SLAB 1 � � c-� 1 � ` 2-a� � FP-7- . ��� ,� � � REMOTE AREA 2 � — 7-1 �z - 14- � 1 ^ . I ,�. I o' 2 ^ ,,;� O i`ti RECEIVING 13'� 5� 93�-8�� 1 �� r+ �- T.O.F.SLAB .20 OVER 2014 SQ. FL ^ � r - STAFF LOUNGE ^� 'I � � � �j � , 6' 104� SEE MECHANICAL ROOM BULK � �, \ / 89�-6" 21 FLOWWG SPRINKLERS �� _ � 8 � �� � `r � � 6' 102� 4� +104� ��4 1_2 \WATER ENTRY 1� B � \ PROOF CALCULAlIONS HAVE BEEN PERFOFiNED 2 -4 � ��g" 1 / -O fEED LAYOUT THIS SHEET �� � � - � � 3'-8„ 2 > 2 \ TO ASSURE TNE MOST NYDRAUIJCALLY - � �4 L �� 104� � . ,��"I, .� FP-1 1�2�� DEMANDING AREA HAS BEEN CHOSEN. A 1 08'-1 ' - — 114 T o _ � 1ti � ^ 1 � �•�.F.SLAB �;� 1 I � \ �E�iEET FP-4 FOR CALC DATA Z 2 - 'Z4 � - �. � � �p. . � 1 \ �1- Z��W x 8'H STANDARp 1 -0 1 ' 104� ,, 2; � 1I2,,, ' � P-2 - ' 2 _ 1U� --- � �- ll�ip � "' ! -- P4ERHEAD DOOR.NO A�aEQ�D. T.O.DRAI `L� �`� � � i 2' �la ' +108' 3 g 108' -- _ _- - � ---- 1 �, , � � _ t2 -� _� � \ �,O , i " 1 � o � R SER . � � � ` � � � � N 1�z � 1-0 - � � � �, O 104' , - �,' �,10 � W 102' A " o, � � I .� ` � 1 - _ o �, i -4 z SEE FP-1 FOR CONT. ' J�. .. O �0 10� 1 � ''� 2-11 I � \ 2. 4 6 c�; O 6•• � '' ,� o � FP-1 6" D.I.P. F�RE LINE, \ ? 104'7 1 _i � �r � � � 102' - ��, �_ ,-, SWI f�_0_DR N �, r0�� 2-l�z ,� � °` � 1 `� �, 0-02 .P c,� O 1 s. 104' � ♦ �, 1� �14 ^/ 0-6 , � ELEV. EQUIP. 4 � \ MMI �5 8 �j2 ♦ � 5 � . _ � ,, � - �- NG PppL 1`"�2 N `o .ti`� g`,� � '� � �' p � 6� � 102 tr' ?` ° 1�� \, �o: ♦� , : , N �� � ' �' �� � � _ � � ♦ MECH . ROOM BULK FEED PLAN �' >> � � ��� �'o � � .,z -,o � , �,� o � 0 39 ,02'�: 5 .� \ � � a / � d- �� ,ti 103' � � 8�2 � 89_$,. a., cs, � 0 � ' 3 9 108' o e- 1 0 �� �' E�EV. 2 � \ \ °;C v:.;\�� � �9 39 102'2.2 FP-1 "' 6' SCALE: 1/8" = 1'-0" GRAPHIC SCALE IN FEET ^ _�� � � °'- 2 ' t 3�2 d� 1 ;.= ��� ,�, � FINISHED FLOOR: +93'-8" U.N.O. 1 � 11 4 ` � 1- 2 � � � � � � '�4� c' � CONSTR: CONCRETE ON METAL DECK OVER STEEL BEAMS .. �o � �O� �V 1 ��O� r`� �� ��4 O-lO � � ����� ��� O �\ � � �. �' � 1 O a 2 4 io ^ � ^ 0- l , 0-11 �_' 1- � , �. 3" �� 103'11 � � �.., T.O.F.SLAB �-1 �� � � 6- � � 2.,8 '�� ;,.� l� 94'-8 1/2' 0 1 , % \. STORAG 6 1-6 ��` �' � ,0 �� -' �-��' � z � � � � � ' ��� �� � � � � �"'�SCHEDULE 10 FROM DESIGN SYMBOL NOTES: '��6.. � � '°'o �N1' �o ' , � ' ; �; / i � � ,� � �IRE ENTRY TO HEADER 0 1,2 � ♦ 06�� /� �`' `'' 2 �� 1 '_\ \ ' � `, SEE DETAII A/B ON FP-1 rL T.O.F.SLAB -� T.O.F.SLAB � 1- � 1�1 N- � � � 28 � 6 103'-8 5�8° � 200° DRY PENDANT SIDEWALL POSITIONED 2'-0" ABOVE PIT FLOOR. LOCATION SHALL BE � � �, 94'-3 1/2" � �'1 0` � \ FIELD VERIFIED TO ASSURE NO INTERFERENCE WITH ELEVATOR COMPONENTS IS PRESENT. \N �, AREa iNC�u�EO w 0 �� - '��` o � ' �I 3 9 108� o � GARAGE ENTRY CALCULATIONS. �`1- �, �� �j��� TYPICAL FIVE (5) TH�S SHEET. SEE DETAIL D ON SHEET FP-2. 1 ` G A R A G E L E VE L �L 0 0 R P L A N ,, � �\ �� SEE FP-4 FOR CLARITY �02� �,. OPEN To `, � `6 1� � \ DRY SYSTEM CAPACITY ' � � � „ SCALE: 1/8" = 1'-0" GRAPHIC SCALE IN FEET ���0 S �� T.O.F.SLAB wIN B s OR. �� 2 1 MILWAUKEE BUTTERBALL VALVE WITH TAMPER SWITCH ELEVATOR EQUIPMENT ROOM AND FINISHED FLOOR: +93'-a" u.tv.a � \ 95'-9" 3" UP TO HIGH ♦ r F `� � E L E V A T O R S H A F T P I T S P R I N K L E R P I P I N G S H U T O F F V A L V E. T Y P I C A L F I V E (5) -r H�s s H E E T. STEEL SCHEDULE 10 & 40 PIPING O C O N S T R: C O N C R E T E O N M E T A L D E C K O V E R S T E E L B E A M S ^ 7 �_� R o o F, S E E F P-4 a s•-s° \ �` \ � � TAMPER SWITCH TO BE TIED IN WITH ALARM PANEL BY FIRE ALARM CONTRACTOR. PRO Ec Eo� sQU RERFOOTAGE: 28,s�5 0 2 a io \ � �9�? r� T.O.�.SLAB FoR coNTiNUATioN T.o.F.SLAB 95'-�" \ � 102'-6 1/4" 3 LOW POINT DRUM DRIP AUXILIARY DRAIN DISCHARGING TO FLOOR. SEE DETAIL A ON PIPE SIZE LENGTH CAPACITY/FT TOTAL GALS , ,, � h ` ` , , THIS SHEET. TYPICAL THREE (3) THIS SHEET. FLOOR FR AM I N G N OTES: � � � \ 1" SCH.40 ---- .045 ---- � __� �`' � \ / rZ� 1 1 4 SCH.40 O78 1. INDICATES TOP OF CONCRETE DECK OR SLAB, UNLESS NOTED OTHERWISE. GARAGE ENTRY �'�� 4 LOW POINT DRUM DRIP AUXILIARY DRAIN AND INSPECTOR TEST CONNECTION DISCHARGING � ---- • ---- � �, � \ � \O� TO FLOOR. SEE DETAIL B ON THIS SHEET. ONE (1) THIS SHEET. 1 1/2°SCH.40 ---- .106 ---- 2. (xxx'-xx") INDICATES TOP OF STEEL BEAM ELEVATION. UNLESS NOTED q,� � �'y` OPEN TO �' 2�� SCH.40 ---- .174 ---- OTHERWISE, TOP OF STEEL AT FIRST LEVEL = (105'-4 1/2"), � � '� �;., * INDICATES TOP OF STEEL BEAM ELEVATION - (101'-10 1/2") `\ A B O VE \ \ �j 1" GLOBE VALVE AND PLUG AUXILIARY DRAIN FOR TRAPPED SECTION OF PIPING LESS 1 1/4" SCH.10 ---- .085 ---- „* - ', � . I INDICATES TOP OF STEEL BEAM ELEVATION = (104'-5 1/2") SEE FP-4 FOR GARAGE �g� ' \ THAN 5 GALLONS. TYPICAL FOUR (4) THIS SHEET. 1 1�2�� SCH.10 ---- .115 ---- *_* INDICATES TOP OF STEEL BEAM ELEVATION = (110'-2 1/2") ENTRY HIGH ROOF SPRINKLERS Z�� SCH.10 ---- .190 ---- (s) INDICATES SLOPING STEEL FLOOR BEAM � \ \ 2 STAIRWELL EQUIPPED WITH STANDPIPE HOSE VALVE LOCATED 60" ABOVE THE FLOOR. SEE 2 1 2' SCH.10 ---- .2g3 ---- R/ INDICATES RIPPED STEEL BEAM ABOVE - � F/ INDICATES STEEL BEAM FLUSH WITH TOP OF METAL DECK � � y \ DETAIL D ON SHEET FP-2. � � � ) � 3� SCH.10 ---- .433 ---- [xxx'-XX"] INDICATES TOP OF PRE-CAST WALL ELEVATION 4" SCH. 10 ---- 740 ---- ' � � �� � � P PIPWG SYMBOL LEGEND 6�� SCH. 10 ---- 1.649 3. � INDICATES TUBE STEEL COLUMN DOWN ONLY. � � �� \ , 4. � INOICATES TUBE STEEL CO�UMN UP AND DOWN. � � \ � SYSTEM RISER < SLOPING PIPE IXX' HEAD ELEVATION TOTAL SYSTEM CAPACITY: XXX GALLONS �1 \ o PIPE RISE � PIPE COUPLING XX WELDED PIPE FAB. TAG ELEVATION OF SYSTEM ABOVE SEA LEVEL: +8500' 5. ❑ INDICATES PRE-CAST COLUMN. / - \ \ � • PIPE DROP / PIPE HANGER X� THREADED PIPE FAB. TAG ATMOSPHERIC CORRECT�ON FACTOR: .728 x XXX = XXX s. � INDICATES 6 1/2" EXTERIOR SLAB ON METAL DECK (4 1/2" INTERIOR SLAB). /\j � \ � �' ► PIPE REDUCER XO X HYDRAULIC NODE �-. 4-WAY EARTHQUAKE BRACE SIZE COMPRESSOR PER NFPA 13 FOR A MINIMUM OF XXX GALS. � / % � / \ 7. INDICATES FLOOR SLAB PENETRATiON. � ` � \\ ����� , � Q PIPE CAP X'-X° PIPE ELEVATION f 2-WAY EARTHQUAKE BRACE COMPRESSOR SIZE TO BE DETERMINED FOLLOWING HIGH ROOF DRY SYSTEM PIPING � ' �, , �� AND REMAINDER OF BU�LDINGS WET SPRINKLER AND STANDPIPE SYSTEMS SUBMITTAL '�, �2� \\ ��/ < � Fire S rinkler Plan S mbols Number of S rinklers prawin S mbol Description 7otal 7his Sheet: 326 7otal this Job: 1,33� title g FIRE SPRINKLER PLAN Job: � �N� ������ �R���� ��,�� � � 0 Nydraulic Reference Points 5 mbol De ree Descri tion IC-�act. Thread Quantit Contract No. (�5-3(�8�4 Revisions: B : pate: � � f�� ������� f�N �N�� f N����� �N�� ���1�������� p � �� �ileName: �:�� 9�� �2 � y / / U,4�� U���,��� �r��r��� ����� ����� ���N `� � X-X Elev. Below To of Steel 155? BR45S UPRICsI�T QUIGK RESPONSE - vIKINCs M 5b I/2 196 zDw i UJillowi OWBFP-3R.d ARAGE PARTIAL SUBMITTAL DRAWING WP 6 8 2005 �I�ON�: (3�3) �2_9=��2_1 ��X: (3�3) �2_3=���� � X-X Elev. Above �inished �loor � 2�0�0? BR48S UPRIC�N7 G2UICK RESPONSE - vIKINC�M 5.6 I/2" 26 prawn By W.PEtERSON MECHANICAL ROOM OVERHEAD BULK PIPING REVISIONS WP 6/24/2005 V�I� �� 5���� � O (TOS 2m-I(�J Elev. of Top of Steel � 286? BR45S UPRICsI�T QUIGK RESPONSE - vIKINCs M 5b I/2" 15 GARAGE PLAN REVISIONS PER ADDENDUM #2 WP 7/15/2005 � ��1� UJ�st �lol�l�n �l�c�, ����/��, l��I����� ��/��� 8-6 Ceiling I�eight � 155? BRASS UPRIC�NT QUICK RESPONSE ON 1" SPRIC� - vIKINC�M 5.6 I/2" 65 Scale 1st FLOOR/ STANDPIPE PARTIAL SUBMITTAL DRAWING WP 7/22/2005 Contractor: �- penotes Han er Location AS SHOUIN g � 200? BRASS UPRICxI�T QUICK RESPONSE ON 1" SPRICs - vIKINCs M 5b I/2" l 2nd FLOOR PARTIAL SUBMITTAL DRAWING WP 9/16/2005 �RON�I�R �IRE PRO�EC�f ON INC. � � O RN i��x 6-m Rise up or down � 286? BR4SS UPRIC�NT G2UICK RESPONSE ON 1" SPRIC� - vIKINC�M 5b I/2" � COMPLETE BUILDING SUBMITTAL DRAWING WP 10/21/2005 4 pat� NOYEMBER I�,2��6 2�01� l.U. NO�1��N P��4C� o � � - �-- - �xisting pipe and outlet �° 155?UNO GNROME REC�59Ep DR7 P�NpANT QUICK RE5PON5E - vIKINCs M 5b I" 8 4TH FLOOR REVISIONS SUBMITTAL DRAWING WP 11/10/2006 � � 5��4�E REC�I�i�R�4�f ON NO. ��� _ ��_ New I�ead Location � 2��� BRASS EXPOSED DR1"PENDAN?SIDEWALL G2UICK RESPON9E - �LOBE�L 5b I�� 5 qpproval By VAIL FIR� p�PARTh1�NT AS-BUILT DRAWINGS SM 5-29-07 p�NV�R, C� 5���� � � W � z — _ � --__ _ �� -- I�_ '�^�� c U � � f— �J �� ---�__ Q � — , � ,- - � � �� ' ----_, � I 1 �� -- � _-_{ _ �'��-- ---- '� �--_ R�O F , ' � , I '� � N � � � � � � � � ��� � � , ;�� � _� � � � , � ,�� � �� . � , � � _� � �� , , , ; � ���1 � � - - � � � � � � � � � , � ; _ i j� � � , � - _ _ - �_ � � _ _ � �� � � � � LI ��OF ; _ _ o 0-6 �E �Ec I � �` � � � TEE W/ � �_— �BV. I o' b j "' � K _ - R�O� , � I �, _ � � d- PLUG � -0 2-11 I - =- -- - - , � � � � � � � � �� � , , I �-- � � � 200° z� �- � � � � -� � _�__ � � � -� 114 � � � � _z» o �- � � _ ,�� ��I E w/� 1�-� �� � � �- � � � 4_� o � TEE w/ d- � � ; � � - PP> LUG � � �� � �� �- ; `� � _� PLUG � � C1 .F � � � � EE w -� 1 -7 � ' � � � 1 � "� 200° � -- � , I�!; � -� � ; F � � �— � � - � - �� ,` _ � — � � :� PLUG � 4_�� � CHANGE IN -- _ -�- - - -� � 4�� � : _-�_ � , --- 6., � �, �_6 9_0 2 2-g ��SLAB ELEV. TEE W/ � -7 � _._ � � _ , . _ S Tq�R ' --- _ � , � �r- � � � PLU G � � �,y � 5 _-� 11° � � � �- � � � � � �,_, � � � 0-4 -9 0-9 2- � � � � � � ����� 2 0 0° o� .. ,__., � � i � 0-11 10- � ' 4 2� 2 � � � � � � �-_� 0-4 4'� , � � � �z� 4 0-6 � � ! � , � � � � ° � � - 2� RETAI „B„ � -�� , _> i , �. o � � � � � � _� , � �� 0-5 ,� , � � o: HANGE IN o.T . 8�. STqIR 6 9» 1 0 � � �� � I I 1 �,,_,,, - ' �, �; 3-�� 286° 8_ i� � / LAB ELEV. T. G. AB � 2 '; � 4_4 � � � > ; _ 104' 0'' �� 1 � 2 � � c 3_9� � 115 2 0° ' , � s.P. , _ w21 N � —' � 2-11 ; 3�-,0�� , , 2 3_� � o, 1'' _ � N � 2-8 ' � 12 ,� , " 200° �� � � 2 2 2� 2 , � T. 0. S�AB � N � _ <� � g,_ . � � � �-�� 2 � + 114 7. 10�� - 10 �- `�' Iz � -- - � � � �- `s , 2 2 � _2 _ „ � - _ � �� s.P. , � _ 2 00 O.T.S. _ � - � � � � 2 �' 2� 2 0-7' N �►- �- ,� ,�_o„ �--, „ � �- �_6 s.P. _ R � 2 3_� �'-o�� �- o� 3 � � �- � - y� 3 SPK UP � 200° �, � 5 � � _ � 2 � _2 � , `- 8, 6>, �r�» 4» STP UP � � � � 4 _ 4 7_g 4» STP UP � 0-8 � N 115 , ;- - � � `s � � � �,a `s / �1 � N � _7' 2 �-� � _ 1 d- 8 2-�" � 3» SPK UP ' 1 1 �-g �' 3 � "' � � � - 115' - - o � � � � 41 0 � �_6 _ �� ��� � � � � _ , 4 � "� 2� o � -6 �' ��� ^� � � N 115 � - 4 g 3-11 2 ,� � � _ 1j � \ 4 5- � � ' 2 � 2 3 1 _ � �� _ � � � 2" � ' 2 2 ,10� � '2 �12 � -,�� � ,' 4^ 4_11 � 3_ - � � o � � � / 4 115'8 ° s_ 0,6 s.P� �,��ti , , , , I , � 4 � 1 � 3 CHANGE IN � 2- • � � u ,, T.O. S�AB 4 4 11 2 8-11 ' \ . - - _ � � '1 �� - , 10-2� z_2-� 3 - -0 4 �_8 SLAB ELEV. 3 12 . � �� 106,_g„ , � 0 � 1 � � �� ,� �� � , - D � � � � - 5 �� � 4 17-3� 2 - 3 �-� � '� � 's.P. _ , - � � � , 3-1 _ 3 �BO. �� � �; _ -- , , , � � � � : 15 2 ' ' �-5%-2 _ 1 7-8 � ,o �'� z � �, I�, 'I i,� ! ; ' ; __�_-8 -- - � � ; ' , - 1 3 ° �\ �, SHEET NOTES: � � � Z , �, : _ � 1 � \ I -- - - -- � ' 0-6 - � -- �, _ --_i ; ! 3-� � , ; 1� � ' , � , ! , 8 � 1� �,4 �1 � � � � 0' , �- ti ,, � _ ��� 6 0� ' . , , , _ - � � , � , _ , � � 1 � ;� ,� __� � ; ' " � 1 � � �� 1. ALL STANDPIPE CONTROL VALVES SHALL BE EQUIPPED WITH A 2" GLOBE VALVE DRAIN �_ � I � � ' ' 11 - �' 4� ' , �, _ ��10 4 � � �s c� � �, � � �. � � � � � _ � '- � , ,' � � 2 �� , Q' I j � � ,���, � �� �� � � � � � � . FIELD LOCATED TO TIE IN WITH ADJACENT DRAINS BEFORE DISCHARGING TO THE EXTERIOR r ��-- _ ' ' f�� ' � �� I 8� 2 ; � ; � � �`�-4 � _ � R E TA I L C ,� � 'o_ � � � .�.� �.� � � ��.� � p� IN AN APPROVED LOCATION. � , --- ._ _ - � O i „ _ _ -- Q � � I - -- : _ = i 6 � � -- :_ ; 3 � 3-11 __ _ 2 � R 4 16 14 i _� 3 O.T.S. I � - � � Q�6, S.P ��1� ,� � 2. ALL RETURN BENDS SHALL BE 1" x 0-2" S40 BLACK NIPPLES UNLESS NOTEO OTHERWISE. co 8, i �, i � � r - � - - � -11 2 10 11 � , 5 - � --- ; ._ , , 1 I I � �. 3-� � � 2 Dt ,� , T� O. S�A � 2 � 4. UNLESS NOTED OTHERWISE, PENDANT SPRINKLERS ARE ELEVATED AT +114'-1" OR 8'-1" 3'� -- � - - � � �� � ���� � � � �� � � � � ABOVE THE FINISHED FLOOR. 14-2�2 ;�� -8� 2 �- , - - _ -�-_ - � ` ' � \ 1 � � c� 1 �-�� ��0 � 10 5' ' _ � � � ' � , �� 24x10 � � � N ;� - \ � ;; 4 10-6� 2 3. 'o" � � �,, � a �ATE ; � - ' � 2 DESIGN SYMBOL NOTES: -0 ELEVq T�R 4 `� �° -- 1 2 � _ i , 45° � � 10x8�' � -- _ � � ' x� � , ; ; `� - - - 3-4 ° ELBOW ,0�`� �_ �� � , �---.__ -7 � � 3 �. �_ 6' � �A TH � j �_� , j ; � ^ - /,�11 �- \ � �+ ���1' 6 4" x 2 1/2" x 2 1/2" C ROME LUSH SIAMESE FIRE DEPARTMENT CONNECTION W TH � , , H F I � ! �, � CENTER AT 3'-0" ABOVE GRADE WITH "AUTO SPKLR" LETTERING AND PLUGS WITH CHAINS � � � �� � , 3 � � � �� ,�j � _- -� ��� 2 � �� � �'� __ � _ � (ON STREET LEVEL). SEE DETAIL C ON SHEET FP-1. � � � _, - _ - ; �' � �_ � � � 114� v � '� -�� 2 O `� � / ` 0-� � \ '�C \ � ��. ` G ��� 7 6" x 2 1/2" x 2 1/2" x 2 1/2" x 2 1/2" CHROME FLUSH SIAMESE FIRE DEPARTMENT = 1 2 � L - �_ � _ - - , _ � �� , � �� -- - -- --- 4 , , �� � -4�2 2 � � � >_ „ \�� � � ��� CONNECTION WITH CENTER AT 3'-0" ABOVE GRADE WITH "MANUAL STANDPIPE" LETTERING � _ �- - . ��- - - S N ° � �1 2 _ � I � .- � O ' - - _ AND PLUGS WITH CHAINS N STREET LEVE SEE DETAIL C ON SHEET FP-1 � , ���'� � � ` � (0 L) . �\ � „ __ � - Cfl � ', 6 - � -- - , � •, , ; W. \ , � d' � - — 2 6 I ; ' I � S.P�, � I_I 2_6 � . _ � � � � - i --� ', ELEV� /� �''�, -"� ��� �� �'�, � � \, \`� 4" GROOVED STANDPIPE BUTTERFLY CONTROL VALVE EQUIPPED WITH 2" DRAIN VALVE _�- I I qL � 6 � � ' � � � \, % � �, �, O � 8 DISCHARGING TO EXTERIOR. SEE DETAIL C ON SHEET FP-2. , 1 , -- 1 ' - - , � � �� , , , t� - 1�x, �-- � — , 1�2 � ' _ 1 _ � �'�—5 2 — � '�`�' /'�� " y/` � � , �, , � � � __ __ -_� _ < � - - � i �! � ;' � 1 � � 4 � I I ��� \, ��I � � �J \ \' � g 1" AUXILIARY DRAIN GLOBE VALVE WITH ID SIGN, NIPPLE AND 3/4" GARDEN HOSE __ I �--- --- - =-�- 1 , ' � X � � ,� , - i-� N „ � '� '� � � � � � 0 /� ` � G- �`� 4�� STP ADAPTER. TYPICAL SEVEN (7) THIS SHEET. ' i, % , , � - , � _ ;� � �� � ; , , 8 , 2 � , , , 1��' _ I 1 I _� UP & DN 1157 � _. _� �+ _i 1 _-� ' 6" � _ , 21 j ��,T� � � 2 , _ � , �, i � � -� � ;, � » 3 4" RESIDENTIAL UNIT SPRINKLER SYSTEM AUXILIARY DRAIN WITH ID SIGN, NIPPLE AND » � i -- '- - l � � � � i1_-g°� ' �; , - � i �� I , � �� � � � � � � � � 3 �� _ ; ,� � � 4 FDC � � GARDEN HOSE ADAPTER. TYPICAL TWO (2) THIS SHEET. PROVIDE 18'�X18" ACCESS DOOR , � � � �� �---- � ____ �� _ � , - �; � � � _ � ��� . 0.C 0 N C. _ � � DN ;�, �� ,�- - -� _ _, � - _ _;-- , ;; �— =��-__-- =- �' ' � - � - '����� 1 � s.P \ � � --- 7 TO GAIN ENTRY TO CONTROL VALVES AND DRAINS. DOOR TO BE RATED EQUAL TO THE � I - -- , � ; t �-_____ � �� _� / 4 � ' � �6�- ��� 4 �`� CEIL�NG RATING AND PROV�DED BY OTHERS. - I _ �� , ;' � ' � � _ ` -=- :� � o �° 0-�� I � � � � 5- ; , �— � � z fi- z°-,�� � 7-4 115'11 . ;� / .� � Q , �� __ _ � �' � � _ ' � � ����r� � � I � � 1 1 � � � � �� - ' » � ; �o '� 1 O-6 � � ��V � C� r � � �� � � � � � � 1 1�4° SECTIONAL DRAIN GLOBE VALVE DISCHARGING TO EXTERIOR. FIELD LOCATE 1 1�4° __ __ , � - - O 5� �� ____� �� ' --4 q- - K I TC H E N � ,\ �, 01 � , � DRAIN PIPING UNTIL WHERE IT CONNECTS TO ADJACENT 2" STANDPIPE DRAIN PIPING AND � -: B T 3 I NU �I ' i � --- ! ; � � P R E P O-7 ' ��� J� , , � � ��� � � � � INSTALL 2° COMMON PIPING TO EXTERIOR IN A SAFE LOCATION WITH SPLASH BLOCK. G � o � .� o, � . ; � _- - �- �� 5-84 > > 2� o» �� P , �, ,�- ,, 46»,,�ac � '� . , � � � � � ���� REqT ROOM ;�� � � � I � � �� I � ��� � � � � � � �� ,_ � - � � `�- 4 , „ ��- � - �= ��� � � � � ZOO� E�'� �� , �, ���'� ���� � � � � 2 STAIRWELL EQUIPPED WITH STANDPIPE HOSE VALVE LOCATED 60" ABOVE THE FLOOR. SEE d I ' � I; 5 � � 8 -6 � � 4 � DETAIL A ON SHEET FP-2. �' � � I - � - - � = \ �, � � �f ; , � , , � ��� - � 292 150 ; , �N� T � o � -__ _-;- _ ��` � 3�� � � ; � � -- ' _ 6 � / � � �, � �,. y �5� , `, ',, ` ,,,�-�c 2 �, � 2 � �, �. ACCESS PANEL REQUIRED FOR CONCEALED STANDPIPE CONTROL VALVE. / � ��5 � _ __ -- �1�4 � � � , � - ; 3-9 _ �, � � \ � ��� �� � � � � � � � � �, ; -- - -1 � � _ __ _ � s. , � �� , _ 8 _ � � � � ; �� _ � � � 2� g., 'i,� ,— 1�, > > � , _ , �� , � �� ��` � - -- T � � _ ; _ � , , -- � „ - r � 1 -�.�� -, . ;� o ; ,,," , �-- - 116������� , -- �, --, , � �� � � � �,� �; `�, � , , �, � , � �� �� � r � : �- _ � , „ c� ; ; ; ; � 3 0 0 �� �� , ._ � � � ��, � `� , � � � �1 �� 9 -o . � , � _, �. - - �� , 3 2 � ,� , ��� � , �, \ �� � �� N , � � ��� 0 - - 1 11 24_4 0 , � . ' � ` o � 4 / � �-- �;- �i � � � A E R ; , , � � , � � OOM 3 � � � � 1 -2 ; � m i ; � 115 7 � - — � � � : _ o° , /� �- �,=�� , , , � 3 \ , � - PIPING SYMBOL LEGEND � l � ' ° o - _ � � � ��, _ - _ ;, r �` , � , , , � � , , „ , , _:; �_ �,- � � ;- . 45 8C . .�� -� � - ��' � ' ,-, � \ � �' �` � _ � � � � u� � � I � � ���. - �� `, �� � � � � � � � � � YSTEM RISER < LOPING PIPE 1 X HEAD ELEVATION I 10 � � « ��- -_ 5 � - �� � � � � � � o - �� � , � � , , , „� ��0 - -- 4x10 � � � �' �� 11 1 4 � � �' � = _ , ��� �- � , �� BE�ROOIv� 2 �� i� � �r_� �� � _ , � , � � ', s s x ' ; j ; � � i �� _ �.r� _ � �� � ' � � , I ` � � � U MASTE�� gE i C �- � � 6 � � 1 . � � , __ � D � — - `� �r ELB�WS '� � , � � - �1 � � � � '� � � � � ` � \9� o PIPE RISE � PIPE COUPLING XX WELDED PIPE FAB TAG _ � � � �� �� � ;� � � �' % �� ��' ` � 1 � ��.�� �� � 3 � � A ', , ` �� ',� � • PiPE DROP / PIPE HANGER X� THREADED PIPE FAB. TAG � , ;. 1 � ' _ - ,� —�� � ' � ' ---— � �� ; , ' � _ � ,�i o � � TEE W� � , ,. > „ , � � , ,> � _ ,� �� �, � � , � , � - , �� __ i;��-�� � ' O � PLUG 115�1 � I I'o TEE W � � � �� � � � � � - ��' � �'� � �� � ► PIPE REDUCER X� X HYDRAULIC NODE � 4-WAY EARTHQUAKE BRACE - — i o i � � � / i � - 1 -10 --- - ' ��, - , %;' �� � _ , _ -- -_ � � -- - �, � 7 - _� - -� � z Z � � U ' � PLUG � -- I ' ' �' �� ,� � - � �-°i " , � / , � Q PIPE CAP x'-x° PIPE ELEVATION 2-WAY EARTHQUAKE BRACE - W 5�-��� � I -- � � � � ' - 1__ — ; i 11 �� �- 2, 6 �� � , � • , . _ � , , , � � �� �47 J � �,/ �1`� �I � �- ` r' _ . _ \ b - 15 7 , _ _ _�_ __ �__ _, _ - �, �` � ' � .� 1 a,. �,, - �, Q�--B � , 4 � � � � � H 2 ' ' �`1\5 z ; � � �� _ � _ � ,,, ��, -1 1 -10 `� � - , _ - - - �� � � �� � _ ; : — � � 1,� _ � � 7 , 4 � 0 � , � , „ ' _ - - __ , __ - _ _- � �5 \ , , , , � , , , � , , , 9 -0 1 7 _ � 1 0 ' � i � � � � - � � � 1 . 1 6 ,� -� �� _. � „ . �� � �. `\ 11 , � = Q D -- , ; - � 1 �+- � 1 -- _ - �, , � � , � _ � ,� � � R \ � � f � � � �;�� � � � � � �� II� 8'-6" � �_- -- � �� _ >> > — — ...� � — � � � : --� _ - � � � � � � � - __ , -- , � 11 � 9 7 ��� - > _ ��� ���_ � �� `, A � I _ , , � - � � i ���� � ���� ��- � ���;� � � __ , , � � � � � �� � _ __ �� � �� 1 � , 115 � �� � 1 � � ,Y �� , �� � � 1 1 � _ �,_ �,�� � , �, � � A 5 � - � : -t-- � _- �� � � �� � � � � � �� -- � � � � ; _ � � _ - i� , � � � � � � �� �� � � � � � � � � � � � � � �-'__>' � � � -__ D _�� �Q - , . ,� - ,,�, �� � � ��� � �'_.-- � � � � �� v ���� �, � �� \ �, v � � N ��� Q ,� � � � � � � � � � � � � � � � ���� � ��-� � � � � � � - � � ;, � � �� � -- i _ , „ �' � � , . , , � �_6��� � � , o; � ���� � �, � � � � � ,- � � � � � �� � � ��� � � � � � �� � �� �' FIRST LEVEL CENTER �LOOR PLAN . -- , � � 8 -0 1 � �' � ���� ,� . � '� ,����, � ��� � ��� � a� ���� P 01 N T �0 �C � �1�0�1 ��, � � � � � �� � � � � � � � � � � � � � ��, � " �- � � � 4- � Q , � � _ ���, ��. , � � �� � � � � � � � � SCALE: 1�4" = 1'-0" GRAPHIC SCALE IN FEET - � � � � � � � � � � � � �- � ----� -=� �� i - � � 3 � , _! � � � � � � � _ � � �,,;�� � � � �� � _ � � � 2'-g" � � � � � -- � . . �� d`, � / � V � � � ,�� TOP OF FLOOR SLAB: +tO5'-9" U.N.O. � � � � � � , ; , _ C 0� � E� ���� T��F ���E YS TE . � � 1 -3 2 _ _�_ _ , __ � � �.� � � � . �� � � � � -� � � � � FINISHED FLOOR: +106'-0" - _- - � \ � � �--_� I '�—_ ' � �� � � � �� � C N METAL DECK OVER STEEL BEAMS - _ _ , � , ^ - -� � \ � � \ \\� � � CONSTR: CON RETE 0 0 1 2 5 _� 4 g°° , ,__� • � " ' � -5� 2 6' ` � - � - - ----- . . . . . �, 1 , , --� F= , � �1 � -`-_- �'� � � ' _ � / ' �.. � PROTECTED SQUARE�FOOTAGE: XXXXX .� - � � __ ---- 1 - = � ;, -� -- �; , __ � . T -- � �- -_ __- - _ , - _ _ 1 , 2 7 � ,,. � , . ,, � , � � -- , � , ;_, ' W0M EN �, C� ,-�1.EN % . � � 6 - � '' 1�/1 — � --���- ; 2 2 � �5 � '� , - �,' - '� `� ` ���' -;- % FLOOR FRAMING NOTES: 0 ---�_; LINE - --_ _ _ _ - � _ 0 7� , ; / � � � , - � � - , ` ; - _ - —_ - ' � , � �- ;`\ i , � ,. . OF DECK � � , ABO VE � -- , I --_ - �;'`�,' � ' � ` 1. INDICATES TOP OF CONCRETE DECK OR SLAB, UNLESS NOTED OTHERWISE TYP� C �� - -- _, _ LINE OF DEC q __ : - ,� -�/ 2-4 _ � � � i� � � K , ; - -6' + 11 , � ; D E C �� � � `' -ryu O VL_ ' 11 �V' � ,,,- � � (F� � O � � � -�- \'� � � 2. (XXX'-XX") INDICATES TOP OF STEEL BEAM ELEVATION� UNLESS NOTED �I ,� > ; % � / OTHERWISE, TOP OF STEEL/DECK AT SECOND LEVEL - (116'-11 1/2"), K� � ' `� . O° �� � �2 � � �� �, �1- \ � ' _; \ ` k INOICATES TOP OF STEEL BEAM ELEVATION = (116'-5 1/2") � � ���� � ��� O � � � , � o • � � � ������ � � � �Q� �`-� �' , � � �� � � �� 3. GXXX'-XX"> INDICATES TOP OF STEEL BEAM RIDGE ELEVATION. 8� � , , � , �. �� � � , � � , � � g ��' � J � / � ��\ 1 • 1 1 5��` \, >� � \'� 4. B.I.C. DENOTES BUILT-IN CA8INETRY FULL HEIGHT TO FINISHED CEILING. �i� ,. o , �; � � , . -„ � �, �� --' - 10-4� � � � � �� (� � '� /, � � � � t � � `� `, ��� � �- ��� � � ��� / � �� -�� 2 , � 5. S.P. DENOTES PENETRATION THROUGH STEEL BEAM. �.! " f Q � � � � � , � �` = � � ���� �- ,= � 4 �� � ' - ¢p � � � � � ; �_ 'r ` ti � � �� ,-- - ,��� � � V � , ' �6�5 � ` ` `'� � �� v � �' ° � � � � A � � ' , �,A � �� �� � ' � � � , � ; , , ��, , � , � ' � � �� A � � , ,— ,, , �� �� , � ' 14' � o� , �2�� , , � � 2 '� `,, � � � � � " � � �� � � � - � ' '' , , � � � \ , C5`. '� � � ,+ � \ � �� '� � � � � ,� �, / , � � � ��, , , � — � , , - � , , � G�` -, �- � , , � � i ; A, ,�. � � , , , , �2 � , , ; ,��, , � �� � � � � �P � ;- � � � � �� 11 � �,� - � �' � , , ; , , , i � � � �� � � � " - , - T�a � � "� � � � � � � ` , -_ � , ... . ,� � � \ ' �� � �V � � CS.. � � ,-� �- i / ' � . -�� , - .=� ,;, ` V ` � � �' � �, � � � � � � � � . ,�1—� .� . , . ; , _. .., . �, . ..,., , `,.,, ,., `, �,,.. .,� �..., `.. � ��, .- .- , � � Fire S rinkler Plan S mbols Number of S rinklers Drawin Symbol Description Total This Sheet: 219(707AL tNIS FLDOR) Total This Job: 1�30 title g FIRE SPRINKLER PLAN Job: � ONE Wf LLOUJ �RIpC�E R0,4p � e � I�� ������� f�1� �1�� f 1����� �1�� ��1��������� � Hydraulic Reference Points S mbol pe ree pescri tion IC-Fact. rthread Quantit Contract No. m5-3�874 Revisions: By: Date: � � X-X Elev. Below Top of Steel � 155� BRASS UPRICsN?QUICK RESPONSE - vIKiNCx vK30�D M 5.6 I/2" 5 File Name: G.��2Dwg��ZUJillow��20U1BFP-5.d �ARAGE PARTIAL SUBMITTAL DRAWING WP 6/8/2005 V'�'�� V���'�'�� �I��� ����� ��I���� ����� ��� � } � X-X Elev. Above Finished Floor �A 155?UNO BRASS UPRIGN7 G2UIGK RESPONSE ON I x i/2 BUSNIt�Ks - vIKINC,vK300 M 5b I/2" 51 MECHANICA� ROOM OVERHEAD BULK PIPING REVISIONS WP 6/24/2005 O �����" ����� ��� ���� ���" ����� ��� ���� (TOS 2m-1�J Elev.of Top of Steel � 155�l,INO BR45S UPRICsN7 GZUIGK RESPONSE ON i" SPRICs - viKINC,v1C300 M 5.6 I/2° 2� Drawn By W.P�tERSON GARAGE PLAN REVISIONS PER ADDENDUM #2 WP 7/15/2005 V'�'I�, �o S��O�J� � z ���� 1�U�5� �f����� �IC���, ��hU��, ��I����� �✓���/� 8-6 CeilingNeight � 155�UN0 CHROMERECE95EDPENpAN?QUIGK�SPONSE - viKiNC,vK301M 5b I/2" �5 Scale 1st FLOOR/ STANDPIPE PARTIAL SUBMITTAL DRAWING WP 7/22/2005 Contractor: A5 5NOU1N �L penotes Hanger Location � 155? WNITE GONCEALED RESIpENTiA1. PENDANT - vIKINCs FREEpOM vK436 4.9 I/2" 40 2nd FLOOR PARTIAL SUBMITTAL DRAWING WP 9/16/2005 ���NTI�� �I�� ��o��e�loN INC. � � O�l 1��x 6-m Rise up or down � 200� UlH17E REGESSED PENDANT C�t.IICK RE9PONSE - VIKIrICs M vK302 5b I/2" 2 COMPLETE BUILDING SUBMITTAL DRAWING WP 10/21/2005 Q Date NOV�MBER I�D,2��6 2�1� W. NOLpEN PL�4CE n � � - �-o-- - �xisting pipe and outlet � 200? Ull-IITE I�GESSED F�ORIZONTAL SIDEWALL QUIGK RESPOI�ISE - vIKINCx vK305 M 5b I/2" 2 4TH FLOOR REVISIONS SUBMITTAL DRAWING WP 11/10/2006 � � 5�,4�E REC�15�R�4�ION NO. ��� _ �R_ New Head Location H" 155? 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DESCRIPTION -� �\�� \ �11 � ���OR - z � 3-- � � 2°-,�� 7-4 3 115 11 . 5- ,- , , ,� � �' Z�P� � J 1 2" BLACK SCH. 40 WET PIPING FROM FEED MAIN � \ d _ _ , O 1 � O-� � 8 � 2 2" BLACK SCH. 40 WET DROP TO ANTIFREEZE LOOP c� /� � x � � � 3 2" x 1" x 2" CAST IRON TEE � � ��� ���� � � � ! `i' � K I TC H E N � �� - � � � � � V 'C � � � � � � � � 1'-0" � 4 1" PLUG AUXILIARY DRAIN, WET SIDE � �� � � -- � 5-8 � P R E P 0-� "�OR � � ���0 � \ \ � \ 10 5 AIR GAP DRAIN WITH 2" DISCHARGE TO EXTERIOR � FIRE ��� __ - i " ',\ ' � ' ^ n . � ,y COMM. ��\� 6 `, _ i �� I � , 4 \ � 2'_O„ �� P �*�� �" �, o /1 6 'FDC � � 11 6 2" WILKINS 975XLOSY REDUCED PRESSURE ZONE . \ \�� �5�� , , � ! - � � �" � �t N � \ " � BACKFLOW PREVENTER WITH AIR GAP DRAIN AND \ OO 'i� 9 � � ; 4 4 � , , � � i � �_�� � Q�_�» ��� � � � � ZOO � � � "� � ��� O.S.&Y. 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Z� Pj � ; - --- / -=� - - � _� � 71 , � �� � � /� = � � , � ti, �1 ��� �� -- � - , , � a -- ' � '' � + 11 � � ' � , = = '' , , ����, . � 6 � �� � � � ��� - � ,� � ,� S ' � - --_ - - _ - , 2- + , �t ; , �, ,. , � � �E�'K ABOVE__ ` � a � 1 ��6' � ,- . ; F 1 -0 � � , �� � � � ' - � � �, - � _ , , �� � �2 � �� 74' ' � 1 _ - �, � �� P�� N ,,, , : � � � ; � ` \ ANTI-FREEZE SYSTEM CAPACITY , �, � PORTE COCHERE ANTIFREEZE PLAN � � .� - � � � ` `, � �ooM � �6 -'� �'�, �� ��, '�, � � �� �� �, � �� � � � � ,,� � STEEL PIPING YOUNGSTOWN TUBE �� - s� °� -, ������� 4 � � � - ,+ �� � � � �, - �� ���� � � - ��� � � � � � � � � SCALE: 1�8" = 1'-0" GRAPHIC SCALE IN FEET � �� � ���, ����� � � � O'�� �� ��� �� �� �� �`�'� � � ��� ��-��� � �� �� �' �. I� � ��. � .,� � � � �'� WHERE: TOP OF FLOOR SLAB: +105'-9" U.N.O. _ � � ` ` � �� - � �� � �� �,y � �, � � V , „� �J`� � � � ' � � � �-.� � i �. � � � � FINISHED FLOOR. +106-0 ,-�,�6 � � , � � � � �_� � � ��,-- '�� � � � ;�� PIPE SIZE LENGTH CAPACITY�FT TOTAL GALS oL = CHANGE IN THE SYSTEM VOLUME o 2 4 io �'� � � � - � _,- , � � �� , ��5 0 �' � �. ��'a � ��. � �� \ ;- � .C� / �' S� = VOLUME OF ANTIFREEZE SYSTEM � �p, i , � - � � � ;� , � ���� � �-� �',., � � � 1„ SCH.40�EZ 53' .045 2.39 ��" , � ; `��, �, � � � D� = DENSITY OF ANTIFREEZE AT LOWEST TEMPERATURE � �, � �" �. , � � - � ��-��\ � _ � 1 1�4" SCH.40�EZ 18' .078 1.40 � � � ' � , � � _ � DH = DENSITY OF ANTIFREEZE AT HIGHEST TEMPERATURE � �7 ,�� � �� � � T �`,, � O �\ � -' \ � / �, \ ` 1 1/2"SCH.40/EZ 18' .106 1.91 ._ �, �, O� � °� �� , �, � -; � i 14�9� ,.',: � � � � � � � � � � � � � � 2" SCH.40�EZ 9' .174 1.57 FOR PROPYLENE GLYCOL: - � � � � �� � ;. „ �..��'� �� � � V � � � �� ' �� , �� `, � '� 1 1�4" SCH.IO�FF ---- .085 ---- _ / - � ' � / "� ' �� �' ` 1 1/2"SCH.10/FF ---- .115 ---- oL - 7.27( 8.87 26' -11 \� �� A �� �- � � �� `; : =�i�' � _ , � � � �� \ � � � � �8.40 (140') � (� 2" SCH.10 FF ---- .190 ---- ; �`j � � �-; _ �2' , � ,\ � � ,, ,., � � ,�c�\ 2 1/2' SCH.10/FF ---- .283 ---- oL = .41 GALLONS �P � � �� � �� � � � `� � � '\ �,� � ��V'\� �/ -�- '��'�� �� � � �� � SCH.10�FF ---- .433 ---- USE 2 GALLON EXPANSION TANK �� � � � �, ---- ---- ,. , � �, \ � � � � � � � � �' i�� , � - �� �� 4" SCH.IO�FF .740 . � O���J� � - �- - �- � � , , � , � � , � / � � �� � � � -� �> � ��� � ' � -� � " �' ' � � ! ToTa� sYSrEM cAPaci-rY: �.2� EXPANSION TANK SIZING FORMULA ` " OO� �� �` � j/ 1 TOTAL GLYCOL REQUIRED FOR 60/40 MIX: 4.36 PER N.F.P.A. 13, SECTION 7.5.3.2 � �,� A.� , � , ,. , - �/ Lf '��, � � ' \ / - - � � - . . . . . � . . . PROTECTION TO 20 9' F (PER N F P A 13 TABLE 7 5 2 2) : �-�,�, �� ' 2 _ , 9 , . ,, � " ' � - � - , � � , _ - � - ; � ; ; , - - ; . � � , �� � , � , � � \ �l, , � _ � SHEET NOTES , , � �� ��� � � _ �� , � �� , � , s ; . ; , - - , „ � � � � - � i , � \�� � 1 = : � � ,. A ���-'� _ � ''\ � � ` \ \ , , � Q � � � , ,� JJ A�� _ � � � ��� � '� �� � �U � 4 �� �i �\ , , .' J � � � �-� � �� ��- j ^ �'S�. '� � � � � � _'� , , � ��- {� - L� ', � 4'g � �� � �� � � 1. ALL STANDPIPE CONTROL VALVES SHALL BE EQUIPPED WITH A 2" GLOBE VALVE DRAIN � , � � � �� � ^ -����� � �- � Q „ � � ` � � FIELD LOCATED TO TIE IN WITH ADJACENT DRAINS BEFORE DISCHARGING TO THE EXTERIOR � � � �6 �� � - ,, �� � , � , , ' �� �� i � � i '� C) � 6i � '� � � � �� �, � IN AN APPROVED LOCATION. _� � \ , . � , \ � ` , ' � , � � ; ;� , �� �� � � �� , � ' � ��"�� � 0-10 � ;� � � , , � , , , � �, \ � ��\ � �2 � 1 � O- � 1 � � � y� � �, % 2. ALL RETURN BENDS SHALL BE 1" x 0-2" S40 BLACK NIPPLES UNLESS NOTED OTHERWISE. � � � .; ; � . � � ,�� � 0 �3�� , - � , �� / '� ; ?� ���� a �- �� �, 3» SPK UP ` �p, �� 1�� � 2-7� ' � � � , ` p� " � 4. UNLESS NOTED OTHERWISE, PENDANT SPRINKLERS ARE ELEVATED AT +114'-1" OR 8'-1" �' " � � --� � ��' � �� � � ,�_ ,- � �� �\ ��-3 �� ��� HYDRAULIC DESIGN DATA REMOTE AREA 7 aBOVE THE FINiSHED F�ooR. , � . ,��� � � � ,-� _ � - , , -� � � � a ��� � 11 � , , , , ���� '� �' � � � �'. �� � ��� 1��, �' � � -' � � � � � , �i� O A.H.�. VAIL FIRE DEPARTMENT P � ' � � � �,, � � ���� . _= , i ` ` � + �k� � �\" - ' -� » DESIGN STD. N.F.P.A. �3, 2002 Ed. �� �� � ��� � � • 9 ' . "�� � � � � ,,r� ��'��; ; " , % � ` ���2 �5 4 � ��� 4 STP � � P�PE TYPES DESIGN SYMBOL NOTES: oF °� ;-=� /�� , 1 ,2 � 0 1 , � / � `t'�, �'�, - A, � � �, ��� � d'��� � , t>� � ' ��' j , � � �; 4 . .� � 4 2 � � UP�DN ��;�� �,� A � � MAINS YOUNGSTOWN BLACK SCHEDULE 10 » „ �\N � ,. ; 1 ' � , / ,\ {, � p;. y�',,\� � � � � � � � L}- 1 _ 8-8 � Q. % � OO BRANCHES YOUNGSTOWN BLACK SCHEDULE 40 6 4" x 2 1/2 x 2 1/2 CHROME FLUSH SIAMESE FIRE DEPARTMENT CONNECTION WITH '� � � � � \ x 4 ' � "v � � SPRINKLER ORIFICE t/2" K= 5•s CENTER AT 3 0' ABOVE GRADE WITH °AUTO SPKLR" LETTERING AND PLUGS WITH CHAINS � , , �, � ,��, , � � � _� J ` . _ � , ,� � `� -. . � , �� \\' � ` ` �\ � F4 =� � 2'' Y� , �/ AREA�LOCATION lst F100R PORTE COCHERE (ON STREET LEVEL). SEE DETAIL C ON SHEET FP-1. � . � � - �_� �� � � � � � � � � � � � � �� � � � ���� ' � ����� � � � ��\ ���'�, ��� � ��,- '��� -'�,4� �� � _/ o _ " � ������� �� ���,' � ` # OF FLOWING SPRINKLERS EIGHT 7 6" x 2 1�2" x 2 1�2° x 2 1�2" x 2 1�2" CHROME FLUSH SIAMESE FIRE DEPARTMENT 11 .�, 2 '� � \` \\ �\� , - � � I I � \\ '� DENSITY .15 G.P.M. PER SQ. FT. OVER CONNECTION WITH CENTER AT 3'-0" ABOVE GRADE WITH °MANUAL STANDPIPE" LETTERING � ' -,, _-, `;; � � � � r - ` 1 \ 2-� ,�j � �' � `` AND PLUGS WITH CHAINS ON STREET LEVEL . SEE DETAIL C ON SHEET FP-1. �� � \' � � � �J ��; `, 2 2-9 J REMOTE AREA TOTALING 785 SQ.FT. � ) O , ;,.� , � \� , %, � - � �� � . �� , � ��� � � �� � �, � ��, � � � � � � � � '�, � ���� �� � ����� ��`� �'�'�� � � � �� ��� � � ` �-9 � ��� � -�� , ��� � � � �'���, `�� DEMAND AT BASE OF RISER BoR 8 4" GROOVED STANDPIPE BUTTERFLY CONTROL VALVE EQUIPPED WITH 2" DRAIN VALVE � - � � - S U N R O O M �� DISCHARGING TO EXTERIOR. SEE DETAIL C ON SHEET FP-2. �-, � �� \ '� / �� 1 1 FLOW is4.o GALLONS PER MINUTE � � � � � � `, , � -. l. � � � � � . .� � - - � �' �� �, � � � � � ,...� .-=@ �-R S7' �. � , , �'� � , , , / '�� �, � > » `= PRESSURE 4�.� POUNDS PER SQUARE INCH \�-- ,� S F � �- � '�j rn 9 -6 � �� g 1" AUXILIARY DRAIN GLOBE VALVE WITH ID SIGN, NIPPLE AND 3/4" GARDEN HOSE , � � �� � ,�� �� ' �_ ' � - O � ���� INSIDE HOSE STREAM 25o G.P.M. ADAPTER. TYPICAL SEVEN (7) THIS SHEET. o� ��, � � ' ,� �� 2 c„ � ,��� � � � � .,� , �� � ����� �� , � , fi � � � DEMAND AT SOURCE CONNECTION Rc ������� ���� , � � , � _ �`�� � � � �� �j � �� '� , ELLS � � � i� � 3�4,> RESIDENTIAL UNIT SPRINKLER SYSTEM AUXILIARY DRAIN WITH ID SIGN, NIPPLE AND , � � � 8 � � �, � � � _ 2 �� , � � � � , �X�O � ir FLOW 4i3.s GALLONS PER MINUTE . . , � ;� ���� � GARDEN HOSE ADAPTER TYPICAL TWO (2) THIS SHEET PROVIDE 18"X18" ACCESS DOOR � \� � ,_ �, '� s, � � \ ' �, ;- , 2 � � � PRESSURE 50.o POUNDS PER SQUARE INCH � �' � ' � � �' � � ' � �� ��" ' ��� - � � ' SE STREA TO GAIN ENTRY TO CONTROL VALVES AND DRAINS. DOOR TO BE RATED EQUAL TO THE <, � � � CEILING RATING AND PROVIDED BY OTHERS � � , P � � , , -- ,- _ , OUTSIDE HO M o G.P.M. , � \ . ,� � \ , ,_ • � � � , , „ �'? � � � \ ` ' \ �� � �� � � � �� � � �.� ��� � � `, � � ,z � � � • A, � \ ;, �! , � � , ���, y' ,9 , \ , L'� 4\ � , ��, 8 �Z %\ � � 1 1/4" SECTIONAL DRA�N GLOBE VALVE DISCHARGING TO EXTERIOR FIELD LOCATE 1 1/4" n• � � � � � ``� y( ",� / "� '� `� ',,/ � � DRAIN PIPING UNTIL WHERE IT CONNECTS TO ADJACENT 2° STANDPIPE DRAIN PIPING AND � � � , , , � __ �� � , �� , - � � - �' , , , � �� � � �.� � � � � '�� � ��� �, �` `' � � � , � ���� � � ����� � ' � `� � �� � ��,, ' � -, �, '� � � � �y�; � � HYDRAULIC DESIGN DATA REMOTE AREA 8 INSTALL 2" COMMON PIPING TO EXTERIOR IN A SAFE LOCATION WITH SPLASH BLOCK. � Q �,, ��,� � , ; 5, � � _ � � � .. ` ����� �� ' i � �� � � A.H.�. VAIL FIRE DEPARTMENT � . � �� � ����� �� � � ;- ' ' .y � STAIRWELL EQUIPPED WITH STANDPIPE HOSE VALVE LOCATED 60" ABOVE THE FLOOR. SEE �� C� , �� \ _ � � � l.C)�,, ' ��� _ � � � �� � 1� �� ��' �� �� _ � � � � � N.F.P.A. 13, 2002 Ed. DETAIL A ON SHEET FP 2. %, - n � � � � � ` , .� � , �'� ���� f � q �O� DESIGN STD. _ , ; , � �� �, ` V P PE T PES � ����, �� � � i � � � � � �� � � ���� � �� � � M�AINS YYOUNGSTOWN BLACK SCHEDU�E 10 _ . �, �� �, � � � � � � �, , '�,�- Iy � , �� � � � � ,�] ��_ , � �� ( I , � � ,� , � '' �� ACCESS PANEL REQUIRED FOR CONCEALED STANDPIPE CONTROL VALVE. � � � < Iy ' , � - � 1 -� � � , ,-- � �� � � �. �N � BRANCHES YOUNGSTOWN BLACK SCHEDULE 40 �-' � , � _ , � ��',, � � , � � �rn, _3 j� ,:%� ;,: : � �� ��� � � ��� �,� "- � � �, r, ,� �- �� � � 8 , ��� ����? \ � ,`� � � SPRINKLER ORIFICE i/2" K= 5.s o.T.s. � � � r :; �.P. , �� s ,- ,� ,�, �,��-= �,, 1 ,, ,� �� - , . � � � � , , , -� � � � � , �r� � _ ��, �rp���� � � � - 2 ��� � , -- ,,- � � ���� � , �= �rp ,-� � � �� _A A � `; ` - ��� AREA/LOCATION ist F�ooR aua RooM & �EN PIPING SYMBOL LEGEND � ' HEAD ELEVATION �� ' � �"� � 1 � � � � � �� �- ;� ' - � �� � V �� �� �� '� % # OF FLOWING SPRINKLERS EicH�EN _ •'> 1 I -� � �. � �J P•�� � / � , � , '� � � SYSTEM RISER < SLOPING PIPE IXX � � � � �� O � � � � � ��� � ��2� � � � 1 ' - � � `!��' '�, � /� � DENSITY .�o G.P.M. PER SQ. FT. OVER 4�� STP �'= � ��� � �`� ' �` � � ' � � � � -� � � o PIPE RISE � PIPE COUPLING XX WELDED PIPE FAB. TAG � PA� 6 �� 1 '�, � 2�� " (�'� 6 � �� �' ��� � REMOTE AREA TOTALING 1502 SQ.FT. , " S� � � � � � ` 1�� ``, � � - �-y�-� �, � � � �,, �, � ��_ � � ��� • PIPE DROP / PIPE HANGER X� THREADED PIPE FAB. TAG ��� ��UP�DN �� � � O_Q � ,� �3 , �� ,��. � �� �� ,; ' `� �; � -81 � - `� �' _ � DEMAND AT BASE OF RISER BoR ► PIPE REDUCER XD x HYDRAULiC NODE � 4-WAY EARTHQUAKE BRACE , � 3 SPK UP � � � � Z1� ' .;�'� � \ �, �,- FLOW 365.0 GALLONS PER MINUTE Q PIPE CAP x'-x° PIPE ELEVATION f 2-WAY EARTHQUAKE BRACE . � , � �v � �`, , „ o � , , � i , � � � � �: � �° � g ' �� � G j � � � �.� �, , . \\ � .-- PRESSURE 70�8 POUNDS PER SQUARE INCH � 0.T.S. �� � \� � � INSIDE HOSE STREAM �oo G.P.M. �' , � � , � �j�- � _ = � � � - � ��� , > > „ � � �� , � � �' ����� � �;� � � �� � �- �� `��'_�� �,-I ,, ��� ���'\�� '��� � ���. 9 / � DEMAND AT SOURCE CONNECTION Rc , ,, `� � � � � � � =- "� � � �,� ; � � �� -�� � \ � � �� � _ � F�ow 464.6 ca,��oNS PER MiNUTE N FIRST LEVEL EAST FLOOR PLAN �'' ' � ��'� � � `�� =;�� �� � �, � , , �� , V ���,,�� PRESSURE �4.� POUNDS PER SQUARE INCH � � � � \ ��� 1 �� � \ ,� �� �� �-\j OUTSIDE HOSE STREAM 0 G.P.M. SCALE: 1/4" = 1'-0" GRAPHIC SCALE IN PEET , , �, �� , 6 ' TOP OF FLOOR SLAB: +105'-9" U.N.O. , /��� �l�`' , � �,T� \ FINISHED FLOOR: +106'-0" � ` � �i / � � � � OO CONSTR: CONCRETE ON METAL DECK OVER STEEL BEAMS 0 1 2 5 �� � � .-� / � � � � � CEILING HEIGHT: 8'-0" U.N.O. ' \ � G� � `\ CALCULATION NOTES: PROTECTED SQUARE FOOTAGE: XXXXX B' �� » � �� � � � Qj' G ���L �� � t. SPRINKLER DISCHARGE IN CIOSETS REQUIRING ONLY ONE SPR�NKLER � � � � HAVE BEEN OMITTED FROM THE CALCULATIONS WITHIN THE AREA OF FLOOR FR AM I N G N OTES: / ,� � � , � ` APPL�CATION AS ALLOWEO BY SECTION 14.4.4.4.2. � 2 ��� � � 1. �INDICATES TOP OF CONCRETE DECK OR SLAB, UNLESS NOTED OTHERWISE � P�R �� .- j ��� GARAGE S , .�' '� 2. (XXX'-XX") INDICATES TOP OF STEEL BEAM ELEVATION. UNLESS NOTED OTHERWISE, TOP OF STEEL/DECK AT SECOND LEVEL = (116'-11 1/2"), E N TR Y Cj � , / =/ �� �� * �NDICATES TOP OF STEEL BEAM ELEVATION = (116'-5 1/2") , '� � N��j WINE STOR. ;, O.T.S. ' 1P � . O.T.S. \� R E M 0 TE A R E A 8 3. �XX'-XX"> INDICATES TOP OF STEEL BEAM RIDGE ELEVA'f10N. �j �, q i `/ ��, THIS AREA PROTECTED BY O .� O OVER I 5O2 SQ. FT. 4. B.I.C. OENOTES BUILT-IN CA8INETRY FULL HEIGHT TO FINISHED CEILING. \ / G A R A G E L E VE L D R Y S YS TE M. `" V v� �� 5. S.P. DENOTES PENETRATION THROUGH STEEL BEAM. SEE FP-4 FOR SPRINKLERS. ; � �,�, 18 FLOWING SPRINKLERS \\ �� , �, � � � �� � � � - ,� / 6� �� �' � � , � �N'�S � ����� � � � � �� %� �'� \ � �ij� ����, . ,%� � � , � �, , Fire S rinkler Plan S mbols Number of S rinklers Drawin Symbol Description Total This Sheet: 219(707AL tNIS FLDOR) Total This Job: 1�30 title g FIRE SPRINKLEI2 PLAN Job: � ONE WILLOW �RIpC�E R0�4p 1� e H draulic Reference Points S mbol pe ree pescri tion IC-Fact. rthread Quantit Contract No. �5-3�g74 Revisions: B Date: � I�� ������� ��� ��� I����� ��� ����������� � X-X E ev.Below Top of Steel � 155� BRASS UPRICxN?QUICK RESPONSE - VIKINCx VK300 M 5.6 I/2" 5 File Name: G.�%Dwg��2UJillow��20UJB�P-5.d gARAGE PARTIAL SUBMITTAL DRAWING WP 6/8/2005 V��� V������ �I�S� ����� ���� ����� ���N � m ��ION�: (3�3) �2_9=���1 ��X: (3�3) �2_3=��3� � X-X Elev.Above Finished Floor �A 155?UNO BRA55 UPRIGN7 QUICK RESPONSE ON I x i/2 BUSNINCs - vIKINCs vK300 M 5b �/�° '� prawn B W.P�tERSON MECHANICA� ROOM OVERHEAD BULK PIPING REVISIONS WP 6/24/2005 ��I�, �o SI��� � O (TOS 2m-1�J Elev.of Top of 5teel � 155�l,INO BRA55 UPRICsNT QUIGK RE5PON5E ON i" SPRICs - viKlNrs v1C300 M 5.6 I/2" 21 y GARAGE PLAN REVISIONS PER ADDENDUM #2 WP 7/15/2005 � ���� 1�U�5� �f�l��� �IC���, ����/��, ��I��C��� �✓���/� 8-6 CeilingNeight � 155�UN0 CNR0IVIERECE95EDPENpAN?QUIGK�SPONSE - viKiNC,vK301M 5b I/2" �5 Scale 1st FLOOR/ STANDPIPE PARTIAL SUBMITTAL DRAWING WP 7/22/2005 Contractor: A5 5NOU1N �- penotes Hanger Location � 155? UINiTE GONCEALED RESIpENTIAL PENpANT - vIKINCs FREEpOM vK436 4.9 I/2" 40 2nd FLOOR PARTIAL SUBMITTAL DRAWING WP 9/16/2005 ���NTI�� �IR� ��o��c�loN INC. � � O r�rl I"x 6-m Rise up or down � 200� UlH17E REGESSED PENDAN7 C�UICK RE9PON5E - viKirlCs M vK302 5b I/2" 2 COMPLETE BUILDING SUBMITTAL DRAWING WP 10/21/2005 Q Date NOV�MBER I�D, zm�6 2�1� W. NOLpEN PL,4CE n � � - --o�-- - �xisting pipe and outlet � 200? Ull-IITE I�GESSED F�ORIZONTAL 51DEWALL QUIGK RESPOI�ISE - vIKINCx vIC305 M 5b I/2" 2 4TH FLOOR REVISIONS SUBMITTAL DRAWING WP 11/10/2006 � � S���E REC�15�R�4�ION NO. ��� _ �R_ New Head Location H" 155? CHROME RECE9SED DRt'NORIZON7AL 51DEWALL QUICK RE5PON9E - t1'GO DS- 5b I/1" 23 AS-BUILT DRAWINGS SM 5-29-07 ���(�/�R, �o �����. � Approval By VAIL FIRE p�PAR7MENT � � _ 4: � 2 - ----__ � HYDRAULIC DESIGN DATA REMOTE AREA 4 HYDRAULIC DESIGN DATA REMOTE AREA 5 - -- -- - ----_ — 4: 12 -- ' ---- _ A.H.�. VAIL FIRE DEPARTMENT A.H.�. VAIL FIRE DEPARTMENT - ----- , —�� DESIGN STD. N.F.P.A. i3, 2002 Ed. DESIGN STD. N.F.P.A. 13, 2002 Ed. �' - - PIPE TYPES PIPE TYPES i_� � � I � MAINS YOUNGSTOWN BLACK SCHEDULE 10 MAINS YOUNGSTOWN BLACK SCHEDULE 10 ! � -� __ — � ; BRANCHES YOUNGSTOWN BLACK SCHEDULE 40 BRANCHES YOUNGSTOWN BLACK SCHEDULE 40 j I I / � — n � SPRINKLER ORIFICE �/2" K= 5.s SPRINKLER ORIFICE �/�s" K= a.s , �, �O n I' ` AREA�LOCATION FIRST FLOOR RETAIL A CORE SHELL AREA/LOCATION F�RST FLOOR UNIT 101 _ � OF 2 " # OF FLOWING SPRINKLERS TWENTY THREE # OF FLOWING SPRINKLERS Fiv� 6' � T � DENSITY .2o G.P.M. PER SQ. FT. OVER DENSITY •io G.P.M. PER SQ. FT. OVER f'� __ - -i I ' = C' �E CK I � REMOTE AREA TOTALING 1542 SQ.FT. REMOTE AREA TOTALING 419 SQ.FT. o , � I ' ! 116 '_ NG � =- � ' = � � g � /2 " D E M A N D A T B A S E O F R I S E R aoR D E M A N D A T B A S E O F R I S E R eoR _ _ � f�- �� - -_ � � 1 �3 11 �� ' � � � r�_ '--� � � ��, �- �.� � �-- FLOW 55s.o GALLONS PER MINUTE FLOW as.o GALLONS PER M�NUTE � � � -� -� - � � �' �f - = _ PRESSURE $3.s POUNDS PER SQUARE INCH PRESSURE 52.o POUNDS PER SQUARE INCH � � � J�11 � 1/�/� 2* --- ��_ INSIDE HOSE STREAM 25o G.P.M. INSIDE HOSE STREAM �oa G.P.M. P_11 �� �-� '2 1 I � �1 � I �v� g � - -___�� � �j'� J) N � 4-8 4-� 2-4� � R E M O TE A R E A �- � w� � L il DEMAND AT SOURCE CONNECTION Rc DEMAND AT SOURCE CONNECTION Rc - 4 �' 1 -� � � 1 J � � i F L O W s o 5.s G A L L O N S P E R M I N U T E F L O W �s s.s G A L L O N S P E R M I N U T E I T E E W/ O I ;, P R E S S U R E s 4.s P O U N D S P E R S Q U A R E I N C H P R E S S U R E s a.s P O U N D S P E R S Q U A R E I N C H TEE W/ .20 OVER 1542 SQ. FT. �, cv I PLUG I - � OUTSIDE HOSE STREAM o G.P.M. OUTSIDE HOSE STREAM o G.P.M. I � PLUG 1 2 -o�� , �� 23 FLOWING SPRINKLERS � � � , 118 � 12 3� � � I � � � �� � � 9-4 2�-6•� �� � � ' 4' 1 2 � d- �' � � _ I ' � , Z HYDRAULIC DESIGN DATA REMOTE AREA 6 I I�� � A.H.�. VAIL FIRE DEPARTMENT �I � � - � � �— � _� � � � � � � � DESIGN STD. N.F.P.A. i3, 2002 Ed. - �---_______ __ � - - --_- = I -- I, � �: � 2 d- ------ �� _ _ � � � _ _ _ , �o ,� �7' , ' -- I PIPE TYPES I �UF ^ � �" 4 _— 10� � � = 4 D� � TEE W _ � — / _ -_ �I �- U MAINS YOUNGSTOWN BLACK SCHEDULE 10 ' � _ �-----�_ �� � ,� � 0 6 ___ ' ��K B�/ f— BRANCHES YOUNGSTOWN BLACK SCHEDULE 40 � � � � � u _ _- � _ _ _ , �� � �� PLUG � � =��_ Q I SPRINKLER ORIFICE �/�s" K= 4.s �� � � �� 2 � �� I � � 4 !� � � -- _ � � � -- _ �_ � � !� 1 1 8 F � TEE W °' � ' � - -°' ' LINE ���E�K aREa �ocaTioN FIRST FLOOR UNIT 101 _ � � 2 � � � 1 1 -10 � / � , 0-6 � � !- ev. - _ ---- _ � / � 16 � � 2�-4�� PLUG d- I ,--_-=_�_,_ � - I �`� �,, �, �� 4/ 200' 8_ � 2 � , 5'-3" ; I ; � _ y� ; # OF FLOWING SPRINKLERS six � � O-� � 2 �� �J O � 2 I DENSITY .�o G.P.M. PER SQ. FT. OVER ,� � 2 � A � � O 124 0 200' _ � �D 3-5 2 � 1 � � � REMOTE AREA TOTALING s4s SQ.FT. �, g_ 0 200 _ o � �+ �� � -- � � — �,— I _ �_6 � 2 �- 1 4 `� ��'�� �t-,�� D�O � � I� 2 6° �, o � � 2 4 200° 6- 1 1 0 � --- - �I�� - - -- DEMAND AT BASE OF RISER aoR ; , �� 2 - � 1 � �� � � 45' 3_�" � + � 1 _6 2 3_��2 1 O - 1 � � 4�� � -�'-- �„i� ----- FLOW 133.0 GALLONS PER MINUTE � \5� 2 7 1 — ELBOW � � � � 1 1 � _ _I II PRESSURE 62•2 POUNDS PER SQUARE INCH 4- 5„ � 5_1 - � � � I , , I N S I D E H O S E S T R E A M �o o G.P.M. = 2 3� � -g 2 TEE w _ 1 1 4 1-1- I � � � �� � � , ���� � �� �- � �1 �;=o" / 1 7 ,�; � � 1 � - 3 \' "_� 3 - � - � � PLU o D E M A N D A T S O U R C E C O N N E C T I O N R c � _ ��; 2 A _ =4 _ 1 _7 d- '� 1 _g �-4 ,�i � � � _� o i -- __ FLOW 232.s GALLONS PER MINUTE � ,,- ,, 0 1 � 2 � / �- �' ` � � � PRESSURE s4.s POUNDS PER SQUARE INCH � � � d- TEE W� _ � O-4 2_2 0 b' I � OUTSIDE HOSE STREAM o G.P.M. _ --- � : B ,� �� � G 6_� � 1 4 2 q- 0-g� 2 ,,� � _ST � � � P�u� ; � 286° � � I I-; � �- ;� � � 1 G ��_� 1 7 2 ,,� A�R g � r� i _ 3'-„� , i i , � — ' � \ - � ' I RD 0 _ >> 1 0�� RETAIL „A„ 4_ �g� � � 7- 1 -0 � � � 1 � O� ---� �� ; � 5 � �j �3 � � * i ! 4 � � 4, � � � i . � �� N TEE W� 1� 7 � I , _ � 0.T.S. : 3_ I � 2 � � �- w cv �' I � N �° _ :� _ _,_,_ 2-� 14' Q �, 4 0_g � � �- , --� � , PLUG � T. �. J�AB 8» ��l � � 2 -�0 � � � 4 � � I I I ;: ,1-� EE W/ PLUG �° �,g' �s 116' 102�'- 3'= ,� — �_4 10 g_2�2 1 � - � �;� 1 ; � °� s "� � � ° � T. O. S�AB 6-��'2 sTAiR � 6 � �' �-6 � � g � � �n 1 2 � _ „ , „ � 286° ,,� , � ' � � 1 2 B 1 °,, r- � � � 102 -3 � 5�-��� � „�� � � 1 4 �1 � 1 1 2� �6,� � g �- � � I� � 1 � �_g _ -4���, � � � , z z�_o�. � i `� —� �� � � i T. 0. S�AB �-� � 200° 10- � ___ � � 2 3� , 10- � _ ---- � 2 3 • o.-r.s. , , „ „ „ � - --- _ '� /� � N 2 X18 1 03 - 3 RETAI � � 5 � 0_6 � � � 2 �- � .. _ 0 » � Q- 1 - � � II � � o o.T . �-5 SHEET NOTES: \ i � - ; , � 4 STP � � - � � CHANGE IN � , , __- - ��F �DN 4 � � -4 0 1 - SLAB ELEV. I . 0� AB - � � ' ____ � _ � � � ;� ' � � � 2 1 1 2" �i' __ ; , , \ � ` � � � � ^ �-� � 4 1 � N _ O � � / �- _ _ , -� � O�� - O � 1. ALL STANDPIPE CONTROL VALVES SHALL BE EQUIPPED WITH A 2" GLOBE VALVE DRAIN \ '� � - O 7 �0 4 8 2 1 FIELD LOCATED TO TIE IN WITH ADJACENT DRAINS BEFORE DISCHARGING TO THE EXTERIOR , � - -=� 4 �, I � I I I 8_ 1 2 � �!�!'� ' IN AN APPROVED LOCATION. � � � � �,� � I , � j�� �.��� -10 00 = � ������ 4 3-2 �- 45° � „ � � - � � _ ' � � --��; — I�_�_L�3 E � 8-� 2 2. ALL RETURN BENDS SHALL BE 1" x 0-2" S40 BLACK NIPPLES UNLESS NOTED OTHERWISE. ��, �-= � i - � � � - � , , 1 -1 115 4 ,�, 4 A � � 2 = 0_ - : „ N ' � � 4. UNLESS NOTED OTHERWISE, PENDANT SPRINKLERS ARE ELEVATED AT +114'-1° OR 8'-1" \ � � ' "� ABOVE THE FINISHED FLOOR. , � __ 4 , » _, ; 5 = 11 6- � — I� I/� _ 1 -7 �`�-4 R - � 1 � 2 2. �� , ' =- - �-, ` 1,5 7 8-11 � � _ - '�; � � � � ' � �_� _ - w1 � 2 — R 2 �/ ,_ � � ' _,� �� 2 3 0� 7'y V�/ _ 0 3- O ; 24 �_ , , �� � � � � � � � � � � � ;. ' � ' ' � ' � � ;�i �- � � ' : - �- - -_ _ '�- - _ �� - 3 4 7 � � � , � �- � 4 4 > 9 � � � TOIL �� % ,� ; � � _ � -� _ - � � � _ � � ' „ � ��_ ET ; � ; ; � , ' �� -> ; 1 - 2 � , � ;�� 10-0� �� ; — 0_� � � , . �� 2 � 2� T � P = - _ , . � __. ___ ;� �� � ; � , � � - ��� � 1 , _ � _ , S , � I , `, i , i 4 � - � '-� I - — �/ R - 2�� - 2f� � L � , E - , - - � � �6 - 0 � � � � � `� � _;i_ _ _� �_ 1 � � I �� ��� � ����I ; � , � � , � - � �, _ � ' , , �� �— � � ' � � � �� � � -�� , �� — _; ; i ; , , � �' 2 �� � � _ - - _ I 4- ._ -- � � � ��� � � ��---� � � - � -- �j � � DESIGN SYMBOL NOTES , - � I � , - � � � �� 4 -,o�� r�; � �-�_ � c�o. ,. '- -� � 1 ,� _ 3,2 i � ,� � - - - � . � � i i ' � �_ - t� i ' �" '��— 1 \ M — 8 � I I I � ' - . y' �� Q 11 , _ — i yi ,� � ' � " � � , -�_ ER B � ---- _ � � - - — ; _ _ ���� 4 . _ -- ATH' -'-- � ' I ' ! it �L 2, , 1 1 iU I I 1 4° GROOVED STANDPIPE BUTTERFLY CONTROL VALVE EQUIPPED WITH 2" DRAIN VALVE � � � � � . , ; —� / � _ �� � �' __ � � , � � � � � , , -.. 10-2 2 2 8 -�"� � �' `� ELEV ' � = ' ���i � 2'-��� __ ___, '' � -I C �-� �� - " _ _ - I DISCHARGING TO EXTERIOR. SEE DETAIL C ON SHEET FP-2. � _-- � ' � ___-- , , � ; , A T�R 5 �_3» ���- � � , � � � � � ' � - ,= � � � � i d- - ° � \ ,`�' � � 4 II LAU(��R�, _ = � (� � � � `� � �- � - r � g 1" AUXILIARY DRAIN GLOBE VALVE WITH ID SIGN, NIPPLE AND 3/4" GARDEN HOSE �! �� � _� I � -5` �, � 4 ' � A TH 3 �; x 1 �6 � - � � = ` � ADAPTER. TYPICAL SEVEN (7) THIS SHEET. � _ � � � _ c° � 2 _ ,, -- � � -g , � - q � , � � r �, � � �� N� 1 C� � �'� t �� � � i � � - � �� � � � � � � � � � � � !�,�� , � � Q 3�4" RESIDENTIAL UNIT SPRINKLER SYSTEM AUXILIARY DRAIN WITH ID SIGN, NIPPLE AND � � g � � � �, -- � � � � , i � , z - �-�4 _ _' � / � � 6 � i� _'1� ; ' GARDEN HOSE ADAPTER. TYPICAL TWO (2) THIS SHEET. PROVIDE 18"X18" ACCESS DOOR �\• ' � -� � ` ���1-� � 4 �'�' � � I - � � � � ' � -` ';�' I STP UP � ; , _ �_,� _ � _ TO GAIN ENTRY TO CONTROL VALVES AND DRAINS. DOOR TO BE RATED EQUAL TO THE _ -- - _ 1 --4 6 � ^ 114' I _ � ` �'-�o� � ) `l, � � � , ,% - - i _� i � EN TR �4„ � 4`�� -- , , _ � � � 1 1; r-- - --_ P � � ; ' KITCHEN \ � r,� I ---_.!_ _ _� - CEILING RATING AND PROVIDED BY OTHERS. � � � � , _ �- _ 1 X� - _ G S � �- � , ; �� S. � — - --- - -- _ ` - x , � , �i � `, � �� �� ���� "�`�� �' ����` � �' � ? � -- -- ' -- � 4� � � , �� 8„ � � �H s' _6 � ;� � G G 1 �, ; � � Ki r �I �`� �`� 1 n �' i I ' . . �_� � � � I � EN I � ,'' 4" � � � 1 1/4" SECTIONAL DRAIN GLOBE VALVE DISCHARGING TO EXTERIOR. FIELD LOCATE 1 1/4" � P O�G ��° Q�� �,, _ ' �� _ 1 -- , �� , i � C�' i '_ _ __ . -. -�I � - 1 � �- -��__ �� �j^� _ E� ' � -4 2_ , , 1 RY DRAIN PIPING UNTIL WHERE IT CONNECTS TO ADJACENT 2" STANDPIPE DRAIN PIPING AND 5 11� � � I 1 6 G O� � P ;� C� O 4 �� 2 \ \ 1,0 6 � i � T_ � � =' INSTALL 2" COMMON PIPING TO EXTERIOR IN A SAFE LOCATION WITH SPLASH BLOCK. •� �O �P� - � o � � °�, � , � ,� � � ,�., � ,�� ; z � , � � 1 1 -- � , 3 14-2'2 ` �,. -8� 2 .--�' � � � � ', - I 1 � �� 3 6 1 I � ' /� ;' `� � '4> '-. 2 0. � � I � o - STAIRWELL EQUIPPED WITH STANDPIPE HOSE VALVE LOCATED 60" ABOVE THE FLOOR. SEE � 6'= �` 0� ` ` �`�`.-'� � � i � � � I � � � � � 12 _ � � � S.P� g"� 24X10 � DETAIL A ON SHEET FP-2. �. , �` A _ . � �_ A � � �� -,�] S. ;' 6 ' 0" � �� � �o _r" � � _ � � � � 1 - _ � ' � 1 - _ _ � � , - ' _ 0 10 i „ � . -' 4�� S�TP UP � � ` ; ��� �� ;;__ �� � -- ' � , -_. � i ; ; � � 5 412 � 1 � - �� x6 I ACCESS PANEL REQUIRED FOR CONCEALED STANDPIPE CONTROL VALVE. " 2 1/2 STP DN ` o - - - 1 - � '- 12 � � � o » 1 � ,' , 5_ — � - _ - - ___ ' 1 s. . - - _ _ _ _ _ , � -�-r � ` � �, ' � r�1 . _ , � . ' i O � � � =- �, . � � � ; _ � _ - . . �-� � �� : �� �� � � ' � -��, ��'� � ' � � U � �;� � � � � ��- � � �� � � � ' ��� ��� ��-11° ;� � '� � - � - 1 q- 1" GLOBE INSPECTOR TEST VALVE AT 7'-0" ABOVE FINISHED FLOOR. PIPING THROUGH EXTERIOR ^-- - __ � -1 _ O� �� � ;� � � ��, �� �� 6% � , ' � � ; � ' ; � I �- � �� � �- c� �- �_" - � '>2 • �� _ _ �- EXTERIOR WALL SHALL BE GALVANIZED, PENETRATING 1'-0" ABOVE GRADE. ORIFICE SIZE SHALL � �G � � =;/ \� � � �, , � ; _ � � � --- _ __ � -�6-'� - - . . __ �'-„�� _ ' � 2; �-� GO OF � �1O ' , i s I 1151 1 ; � j ,� �- _�� �, -- -412 � ; j , BE /16 PROVIDE A SPLASH BLOCK BENEATH ORIFICE DISCHARGE ; �. � ' � � ---- O ; �_ �_ � -- � 1� ,\ 115'4 �l � ---- � o �, - -_ -- � � I_, 2j= --; -� , °� � 1 ' O-8 �— — - o � -- � � -- -- -- -- _ __ 6 I PIPWG SYMBOL LEGEND , , � 6� ;� 8 ' � �- � ___ � � z; � , _ 3 ,' ; -_ - � � � y � 3 ' ,� � , � , , „ , / � \ �� ' O � � ' U � � i 115 7 ' � -� �� I � � __� � � SYSTEM RISER < SLOPING PIPE /XX' HEAD ELEVATION �-' ; I I _ I ` __ ` BE 4_9 � o PIPE RISE � PIPE COUPLING XX WELDED PIPE FAB. TAG ,\ \ , D i I � I' — — ` '� i o � — \ �� � i 3 i� � _ � � -- --' � _-___ � � � � -�-��J , � I I I�________ ��� � , � _ • PIPE DROP / PIPE HANGER X� THREADED PIPE FAB. TAG R E M 0 TE A R E A 5 / � ��,, ,,;�, � ��, z RooM � �� , i �� ` � `O ' — O � I � ► PIPE REDUCER X� " HYDRAULIC NODE � 4-WAY EARTHQUAKE BRACE , � MAS,E '— � \ � � _ � i � . � � — -- � � C � X 10 OVER 419 SQ. FT. � � �� � ' � � . ;�_ � , � � R B���� � � A�� ; N g'_�" i � !�'- =��� �I T ���� -_ _ � O � g '�-. 115�7 Q PIPE CAP x'-x" PIPE ELEVATION f 2-WAY EARTHQUAKE BRACE � � � � � » I ���-- � � � �v ��,, � �t- � � __ —� H 2 � __ I - � �j 5 FLOWING SPRINKLERS � ��,, , � � � � � � � I -- - _ -----_— � � ;; i , >, � - � - I� � 8„� ; O O— 3 � ; ��___��_�__ - __ - �� _ � � � �' � / , ,> \ � __ - --- - °� 8 -8 - _ -- - i �� ; -, � � — ��_� (� �-- � � z'�; ' ' 9 -3 � , � � ' ,, ----- � '�� EA T � ;�_ _ - � � � � O `�` �R M �� � , � �` 95 �- ; „� � _ � R00 ,�� � � � � � -- - - --_ - _ _ � - 1 1 , ` � 115'1 ' � I I _ -- � � � � � � �� - --- 2'-6" ���� � � � � U � � ;�� �� �� . � , U � 8 8 � � ' _ _ �� � �` � / � TEE W �UNI T � � �i � � � �� �� -,;-- , . � , � � `- � P�uc� � - � eEO � �� � I� m - °o � B T 3 N FIRST LEVEL WEST FLOOR P�AN O �� - S.P. � _Q N I � m I ROOM 2 g'-0" 115 7 ,_ „ � m G ' f�� � � SCALE: 1/4" = 1'-0" GRAPHIC SCALE IN FEET -� � \� 0 , ; , � -- _ �� � � 9 6 , REA T R00 � `J TH I S A R E A P R 0 TE C TE D B Y �E � 0 115 4 � I M I � TOP OF FLOOR SLAB: +105�-9° �.N.o. � GARAGE LEVEL DRY SYSTEM. P� �__.: � � 1151 ; I � O ,> ' U I FINISHED FLOOR: +106'-0" i, CONSTR: CONCRETE ON METAL DECK OVER STEEL BEAMS 0 1 2 5 _ � CEILING HEIGHT: 8'-0' U.N.O. SEE FP-4 FOR SPRINKLERS. �P�.�' , �17 TEE W/ D � -7 _ I w f , ' � g'-6 NIT � �2 --_ PROTEC�o souARE FooTncE: xxxxx - _\ , \ � � � PL ,�� . __--� _ - � N � I ; O 115 7 � �-- _-_--- ___ � � ; / � Q I; - -- � __ �` , � _� -' 7,_ _ ; .P. �i `�' 8'-8" � � , -- FLOOR FRAMING NOTES: , . � �S �r � � � I � ;' , ' � ' ,f . � , ,� _� — __ - _ _ -_- -' = o ` `� � - _ - � _ — - -- _ I �' �,� I, O � � � � � — I; � N I ' � 1. �INDICATES TOP OF CONCRETE DECK OR SLAB, UNLESS NOTED OTHERWISE � � P � � � _� �I-� - C� �— � -- _ � � I �_-_ - , „ � � �, EDROOM �� �O G� ' \�� � ---- i— I ; TEE W � I . . ---� H —H �O I 2. (XXX'-XX") INDICATES TOP OF STEEL BEAM ELEVATION. UNLESS NOTED 2 O G ,, � ____ i PLU G/ — ' n \� � I � � \ � �� __ 1 J T IE W/ �� � ! � OTHERWISE, TOP OF STEEL/DECK AT SECOND LEVEL = (116'-11 1/2"), I * INDICATES TOP OF STEEL BEAM ELEVATION = (116'-5 1/2") 1 I � Q\ � /1 \ � , g -- 1 _0 ��u G 7 ` , -_- ; % ,� , I � /� �O �1� �� _ ' _ �- � I � 115�7 . I I =-_�- —_ 3. <XXX'-XX"> INDICATES TOP OF STEEL BEAM RIDGE ELEVATION. �� � ., , N� _ __ __ ------ __ - c.� . - --_ --- --- � - - 1 _ � . I 1 0 «, _ . � - - �3 - O � „ 2-712 : --_-- � � _ ��4 - �---- � i � - -- O ___ _ 4. B.I.C. DENOTES BUILT IN CABINETRY FULL HEIGHT TO FINISHED CEILING. .� — —� -7 - 115' , _- �GI __ _ _ S \ _,� _: I � N _- - m �1 � 1 1 5,7 7 5. S.P. DENOTES PENETRATION THROUGH STEEL BEAM. _ _ ' � V�� f � � - _ _ L - _— -- - - --- J—� _ I � �� Pc�� � OF DECK ABOVE - -_�_- � - -- D — - p �''=-- � `- -� � � � 9'-0„ --�����__ - � � ��� ��� _ O P G � � � / 6 ,o, _ FP-2 � LINE OF DECK �� ABOVE (TYP.) �BV. -- � �� � _ _ � _ � _ -_- � , -�_ „ I I �� m �� � _=- �� ,* � i � � � _ , _ LINE OF DECK _ -�'' '' — � I j� ABOVE (TYP.) � ' , � , � � r� � � - I � ` �� c° ° � I - _�-� _- � ' o C _ - 126 � '2 ° `� � _ N 8.- ,. � , � � � ' j � - ' � -� � � � � -- � , I i� � z ; ; , �_ � z -- _� ' , - - � ; '� ' ' - . , ; > > _ s.P 1 6�;1 . - -__ , 6,� � � 1 -7 , , ! _ , � _- �� � � - _ ( ° ; 1 I 3_ � � _ ��-- _ _ 1 , � � _ � ---- -� - , , - . .� , 6 2 __ 2 6 , . 1 , _ � ,� v __� o- - _ Q_-2 1 __ _ � 7 ` L��E �BV � -__ F 1 ;_. -- - � � __ 11 ' -- � - __ -- �_--- - 2 � � Q � � � � � � ° -_- - 5' � � 9� a�� -- '-� -U1 � N _ _ � _ ; + - r,-� —-- "� - i -3°� 12 7 - ' 3 I �' � N ,� 1 . -� �- � � ,: . �, _ �_2 � � _ � , _ _ � o ` i�� 126'8 I 6'-11' '"� �-] � � i i � \����> , I � - � � �"� I , . � � I `- I m � r��— „ `v `--' 2 � _ � ' � -- - � - � � _ _ � � �s 9'-0 -- I � — I � N � � � pp � —� — ' I � _� � Q � I ; � � ! s.P. 126 � � _ : , , . � - � � �_ :� , co N , 1 -7 �° � � � � �,� , �- ;' � � 0_8 � � ,._s;,� i � � ��; � �� � m �' d- Q,, � �� ' ,' � I 00 �� - _ _ �_ � � �° � i � ; N � i ,i _ I sl�1 - ��-- - �i_� S TA I R 5 \ ' � � ' � � -- � °� 1261 � , 'i ; , ; _ 1 ' ' � � - - - , i o _ � _ � �-_� — __� , '�,�� � � �� � � ; 3, �� � m � — =N ' _ _ � � -- iI � � J - 8 � � -°° � _ -- � ; � � , CO- ` �.. � �� � `� �� `� � ���� � I� I I � �I '! c�, � ;� I ' i � � � �:? � 0 1 0 � � - -�--_� � _ � �� , ; , , I � 1 , - �� _� � --� d- i i `fl � � '� ° `I I ' 1 �� ' � � , . , ; ' � 0 1 � STAIR 6 � '� � � � �� I � , N , , �, � � �� (V � � - . � ; � �2 - 2 �,-�- 0-11 I Q I 3�-6 -_ - _ � � - _ _ �� 0 8 1 -7� ' ' - - - - ' , „ , �� � � � ����, U �� � 8, 2 � �� � �o' � � � '� 2 � �� ��� � 9�-0" � �� � � I , , . , � � � p� � �2 i` �,_ -�� 4 Q-g� 2 !�� _ - ` � �� ' _ � - - �� 2 � z � � � � _ _ � � - - �_ - _ - _ - - � _- � - 4 2 �, - � „ � 14 � �' - , -- � N � � c� � -- � , � � ❑ -_ - � - __ ��� � � , , � � � , m� � � � N �- i� CG�I � = _� , 1 3� 2 " ,Y _ _ - - --- ' � � -��_ ����� ��� o � i �� ;� ;� � � 2 . 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N �' � 7 � ' 6 _ , � 08 4' ° - � � - - — , i ; - , = I �_ �, � 1=„ � , '�X, 0; � , � 4' �, N � _ ; 2 1 � — � 4 ,o . 5 1 - �, _ � - _ __ _ , , 1 , , � r� , ---- �_� �TR� 3- 0 4 -- � � , z 6 � � � �;- �� � ,� � - -�� _ _ �_ �� .. , 42 1 0 8 � � � '! � -- �� ; ��; -- 2 �� _- -_- ; i � x� � � � il �� f � m � �' -' � 2-� 2 �\ 9-0�� � � � �� 1 � � ; � 1 � � , � � � 8 2 » ; ,� 1��-4'�2 � � _ �� � , ; � ,�_6„ � ^, _ o �, , � % � � � 1 �s ,K � - , 0-S ' 1 � _ _ , _ � , � _� , , 0 8 4 � � . � , _� ' ' � � � � Q � �� � ,. � , ; __ � ; � � _ L � � P &�D � !Q �, � ; _ � ; � ,--- - ' �:� -O � � � � g�-o�� ,; � � ; � � , - , 1� , - �-� � �, � � i � — _ -- , ; � i i �a ,. � \ , � 1 ,� 3 � , � � � � ; ! �,. I� , ! � - o I 8 � � � ti � ►, _=- � ��� � �'-8 � , ,,-- � ,, ; � � I � O � ��� � � -8 5 2 � � ,�� � ,� � _ ,,,- �1 � � 2, �v ��_.- -- � ;� � ,- --- �, ` �, - � , , ��. 6�8 i� � ' ' 8 ' ' _ _ , ' j� ; 1 I ' �`�_ � � � - �- � `�- � � � � �X � ' � � _ --_ - ' B 11 '" �7 � _ _ - _ i , - � - �j R - �� _ , _ ,, � 2 - � � � � �,; E4.E ' UJ '`� I �- � i � •C. t�- � � - �/ 12 � ---- -- --�- �; � � � , _ , _ �� , �_, � N ; , � ��,-� - � � � cp_ � ` ` � �; 0 8 � �r , d - I " � - 1 ,� � - 1-� -- ' L BBY � d-1 i � _ - 1 =, � , \ � �\ \, / i �� - ,- , � � -- , � _ � � i � I! i � � v � 8 � � � , - � � � ,_ — _ I 8, ,��� ., �� , � ;; � � \ , � , - - -- _ � _ � � - - I N j� 3. „ �- - -- - _�- � -, ,_; , � 1 ,, `�� �, : cv � � - �, i �, � ���Y��� % � ,� �,' �� � � � ► ,� -9 i � � � ! � , � 8 N � � , � �, ��� :-_ -_-�� � =�, � � �� i „�, � ; , , , _ � - -_ _ o - � E 7-R , 2 �' � � � � �\ � � , � ,� � 4 � � � � � —, � � � 2 � 2 �- ��.� 3 � o � � ��� � � � � �� 4� � � � '� � \ 8' �� „� ' � � 1 . - - ,� - , � ; , _ � � » , � � 2 ; ,� � -N � , -� N - , �,5' �,;0� � �� 1 , ; � ^ , � , � - _ - , ; , Q --- . - �� 2��� 1 �� �;� ,�,._ , , - -�� : � _ �, � � � � , �U oR,� � `� 0 8�� , � � � _ � � _._ � _ � ' �, � ��� �, � , , , ,� , , � � �' � ' ��,,� . �. SHEET NOTES: � � _ 5z _ � � � ���, �� � � � � 1 � � 2 _ ' � O 2 , , - � �� � , _ ; , , _� � � 2 � ; ELEVq T�R �� � _ � � z' 8 � � � = � ���� -� � �; �� �``� `�' � �,, �`,��, � � 2 ` » _ � , � !"� � I � � 2 � �' ; ',� o ,, ,� ^ 3_2 2 2 , , � � �, � � � „ , , 9_412 2-Q12 _ KircHEN ^ � � N , 1. ALL STANDPIPE HOSE VALVES SHALL BE EQUIPPED WITH A 2 1/2 x 1 1/2' NST ADAPTER f— ,i�'] � � 4 ( ` � � �, � � % WITH A 1 /2 NST CAP AND CHAI AL� CHROME PLATED � ' a =__ - _`-- � � - 7 ' , � � ,� �� � - _�_ , i _ ��'��: � ��� N, 2 7� ° ' - .� � , _ o _ _ _ �� �, � ,� ; _ _ � � �� 1 ' � � � ��� � � � _ �4x8 � , � 1 -3 2 � - - ,; 4 4 � _ ,_ � � - --- ,, , -� _ _ ;� �j� 0-8 , � �� / ,, - ° ,. Q j - , s � :'s 2 2 � _; �-o ; , � - - � . \ Q. \ 2. RESIDENTIAL UNIT CONTROL VALVES SHALL BE THREADED BUTTERFLY TYPES EQUIPPED WITH J I � �� __ _ _�, t _- � ' ^ � ' ' O I , - `', 4'-1" j � j" ' � WITCHES AND A 3/4" GLOBE VALVE AUXILIARY DRAIN WITH GARDEN HOSE THREAD _ _ _ ___ / . I � n TAMPER S i d- � —�_ - in�� ,� I - �� / ADAPTER. � � - � � , � .. - � � , ; �'i � ,\ , � . � „ �- � , _ , $, 1 2 , ,� / �, 2 ;� , , � � � ��� _ � �, - � J; ; - � , � �; , 1 � _�� - � �� _ � � , � � , �' _ � � � � ° � ' � �. � � � � ; I � � KircHEN C� - � ��'� � ���� � �� �� 1 � '���, � �� � � � � ; ���� � �� � '� / � 3. STAIRS SERVING MORE THAN ONE FIRE AREA ARE PROTECTED WITH SPRINKLERS AT EACH . �I � �. � _ -� � „ � �r � � � � ' I _� � -O =' � 6x6 � _ � N U " � /�� � - _ = �� \� ` LANDING. THOSE STAIRS SERVING A SINGLE FIRE AREA HAVE SPRINKLERS OMITTED AT EACH � 0-10 N 8- � � � � � , , � � _ __ __ � `� � , � � 4 2 � � '� '�' ;-� � ' '� _ � ���� `� � � ,,✓ ��.t - ,-� �, ,�� �,�. � j y A �� � / �• LANDING AS ALLOWED BY SECTION 8.14.3.2.1. 3 �-o � �- I -Y�-- - -- --- \ � ,, ' 4'-9�, ,I: � � 4 _;� \ \' ,� % ' � ;, � � /✓ � - - ' � ,' � � U I , � � \� , ' -� � � � `��'=�\� ` � „ 4. UNLESS NOTED OTHERWISE, PENDANT SPRINKLERS ARE ELEVATED AT +125' 8" OR 8' 1" _ I � .. 12,7 � i' -- __�� � _ _N -9 1 -8 _; , , 7_10 1 2 -- . - --� � �y � 5 ; � g � � � 4 sTP � - - - rn - � � �� _ — -- -- ; , � I � - —.�� ! �-� UP 8C DN�- ABOVE THE FINISHED FLOOR. ALL CEILINGS ARE 8 -0 A.F.F. UNLESS NOTED OTHERWISE. __ ; > ,> , � ��2 � � —� : ; , - - - - - � �,' i � j� - �� - - '� _ - -- -- ��. ��� � � � 1 � . _�� � � ��� ,� � � � ��; � � � � � , , --- --_ �. , � � � � ; � �� �- j `� I -- �- — — ��-6�� � _4 � � �� � - � �`� DESIGN SYMBOL NOTES: ; , � � � � � ,� � � � ; i � � � � , � ---�� _, — -- ;- � ��. ; � 1 � 2 Z � � � i 'I � ��' ' J ; o�g i , � �, , � � , T Of � � � � ��� ,�� , � , � . 4> >, � � � , 12 ' �_6 ���� , �- _ � � �� � � � 1� � � � . L „ ,`� , , " � .O. 0 yIC - , - �� i! � � � ; � 12 7 � �, �' t- � � � -, �� � ,- � � � ;�- ����� , � ; ` / ,, �� � --- --� �I � �� � � ; � � ; � � '� , ' ��� � � _ _ � � � i ,, IN WITH ID SIG , NIPPLE AND �� SIDEN AL UNIT RINK�ER SYSTE UXILI RY DR , ,,� , �� > > �� 3 4" RE „ - - , i 3 -10 � ;I , p� . � ____ 11 Z ,���� ,� �== " "-� / - ^ /�j, 1 1 7 — 7 � ;i ,�, � � � GARDEN HOSETIADAPTER.SPTYPICAL EIGHT (8) THISASHEET.A N 0� j Y/ O N — - ] _ � _ I' � 2 � �; � � �- m i - 1--2 � j �� � '�o% ��� %�'' - , � c�-' , „ , I 0 . � � � - , � , _ � 3 -3�� � 8-° � ' � ^ ��-� , \ ,, � 2 STAIRWELL EQUIPPED WITH STANDPIPE HOSE VALVE LOCATED 60° ABOVE THE FLOOR. SEE �� i , I � � I �I 3'- " � . �c � � � � � - , �Pi ,� �,. �'� � � i � � 12 � � 3 � � i � j 9-� � � ,r�� ��� � - / � �� DETAIL A ON SHEET FP-2 �� , � � �z6�8 �� 1 3°-� ;� � ���;� , - � 3- �� `L� � ,� �� � �� � �,- , A �' . �: I � � , A . � �2� � , � � � , , , � � � �,, , ,2 , �. � � - � 4 126'8 _ , � _ ��� � - ��� � i 2 d- � I ' `� " " � 1 / _ � � � �� � � � 0 10 � 1 2 , 0 4 � > > � ; N �, � �' ��� ��'� N � � ;�� � � � � , , , ;� ' " � ' ���-3�; � � �0 � � 3 , � � ,,; o , � � � I G l i * Ij� `- I � � � � ' ,� °� >� � , I _- � � » ' � ' RE '� � � -� 8�� '�`� ,�� ' � �, � � � -' �� , � � � PIPING SYMBOL LEGEND � ; � r; � , { 3 - \ � � �� _ - . �� � �'-o° � � �, A T RM � � I O � � ���, � � � , �� � � � � - . �� / - - ; 12� , � � \ � I � � �, 126 8 1 �, � j, . �. 3„ _ � - - - ����-�% 9 , , 8._;, �, � _\ ; ^ 12 � ; � � ;,_ ,-1�' \ � - � ; �-�� `, 1 _ , _ o� , � + ' 6 � SYSTEM RISER < SLOPING PIPE IXX' HEAD ELEVATION � , � I � °� I _ j co d- � � # 52 I / \ / � - -- a o PIPE RISE PIPE COUPLING XX WELDED PIPE FAB. TAG , ��,, 00 8 _ _ , � , � � 126 8 � '`� � - r-e'� ��- % � � �; � y - 2 2� � a b �� � � I I 8� 3� � �— � � � � �� _ _ , � � i; , � , ' �,, '� ��' , � � 1 � � 8 3 • PIPE DROP / PIPE HANGER XO THREADED PIPE FAB TAG . �- -- , l � _. ; _ �` --_�_ ' -'-, ' � !� N I _ � ; I ! � GR i � O-�� , ,�� �,,, 125 2 2 � -'"� _ \'-' ,, -'� '; �\1 -10� 2 � ! � ► PIPE REDUCER X x HYDRAULIC NODE 4-WAY EARTHQUAKE BRACE I � _,� � f- � - I EA T , ��j � � , � , Oe `� -- ;' _ �. ,, ; - -�y � ; ; � t -,, C� � --�_ _ - �- : o � ; __, RM ,6' . - ,_ 1 a °° , - �, � , � � �ti 1' � - 1 Z�- _ --� I , �� -- r %� . ., � � '� I ; - � ' �= ' � -'E �R � �1 Q PIPE CAP x'-x° PIPE ELEVATION f 2-WAY EARTHQUAKE BRACE � � 1 � �� � � � �� � � � � � - a� �� �� �� ,� , _ _ _, . _ __ � � � _ „ „ _�L _ . , ; �; , „ ; ; _ ; � � i .1 ���� - , ,- , � � 4 _ -- _ . -----��., �--- --_� � 8-3 � 1 ~ - � - / / % - . � � I o � _ , _ . , _ , o � , -- _ , , ��� � o — � _ , j- � _ - __ � -_-_ _ -� _ - --- � � m � � � � � , _s � , , � , �. � � _ �0-g� z , �N// ,, � �� � 1 - , �� 1 � . , _ , - z , N � N0-10� 2 � �o� � � � 7 -� 1 11 - , , , - �1=� - S - 1 - , , , , 23 � � . Q _ ,--_ - m , , � � � , , I � - . . . --- � ,� , - _ �- _ � - - � o - - � � o �, , , , -- - — a- _ 1 ___ 1 ___ �- �\ � , ; . -- TEE W - 1 5 � S � 1 � �' � '., �-- 1z� Z O � � � � -- / � __- _ � ' , ' , - . ., � �� - ' � ; � � — C� � - � � � � i 1 � �� � , �--_ _ � --_ � � a „ , � �, ._ ._� � ' �� . �'� �--- i A� �\ � � ✓� �� � � � ��u� ,, �1�-,� - �-- .. _ ---� . , _ _ � 6 �� - -� 0-2 --� ; ; ' � � _3' 2 � - �� , - ? � � � _ / � � _ , , �_ - � , ; , � � 6 , �� - - � , � /� 5 �� �- �€€ �/ � -- � , � �-- a- � - � 12 F T - - �, � _, � - _ �_� I ; �,_6„ A\ N , Q � �� � � > "� � I � � — '�__-- ( , - --�_- ;- � : �� ' m = � m�j, ' S.P - � -�,`a \`, � r ,, , ,.� ,rp�ti ' � � SECON D LEVEL CEN TER F�OOR PLAN � � � - � � �� , �� _ - _ � � � ,, � , , �, , � g � � � 9 ��� Q -_ . � _ ,� �� ��- , � � � 7 � � ���� � _ �, � ,- . _ � ,;� � , - � N � � �I �. , � � , , � � � ; 1 /� � , , � � � 1 + 12 6' ' �', ��\ , 1�-1�» � � � ; _ - 6� � � . - I �� ��`•.. � ''� � N � �' 2 . g�_Q�� � SCALE• 1 4" - 1'-0" GRAPHIC SCALE IN FEET , � � �'_10�, � � U � �' � � � `! —O��\ —Q � � ��;���� �,/ , �,�'`, TOP OF FLOOR SLAB: +117'-4" U.N.O. � ; U I Y ' �I i' � Q,„ I � ,, `, � � ��� �� U � �% � _ j � ��, FINISHED FLOOR: +117• 7•' _ � -- - -- :� _ — � � - - � __ � `. \ l `� �� � _ � �� � CONSTR: CONCRETE ON METAL DECK OVER STEEL BEAMS 0 1 2 5 - -- � i �� � 3� 2 ��� , __ --- I � , , . - . . . � �� �� � �� 5 � - -- � - � - - -- - � � o ,�'I,, - - - _ , _ � ; ,� , \ r , � �� � � `� , � , � ���". — o � _— � _ ��\ � � __ - `— � � 6� GE 1 3 �, ; � � , , , �- . � � = ._ _ _: -- ----__ , PROTECTED SQUARE FOOTA . _ �_ � �� , �1 � ' LIN – ___ : �, , , � ---- E --� —Q€��– � � ,, � --3=_�_ �� 126 � � ,. _ , � � � _ F _ r- � �- - � � � � .. ��, -- �EC , – `'-' I,; z � � 1 � , I� - �- - ;� �, ,� ,1 0?�8 2 � ���, � � � \ � � � �,8 - , K V; __— i z — ° -- � j// I � �I •_ J - � �,; : � � 1 �j ,� o , �� � � 2�j, � '� c_,� N FLOOR FRAMING NOTES: --�� - - , � �� � — � = ��� � �� � � \� �� �M � � � � ��� �"-�_- - - � 5 __' ' R � �� '� � � � 1 IND�CATES TOP OF CONCRETE DECK OR SLA UNLESS NOTED OTHERWISE - _ , ' �S P � ��1 , _ ���� ��E ' `� , , . � B. _--- ; _ , - - � P� , _ -_ - - - ,. � , _ �, �, - � � ; � � _---_ - _ . , , , � , � � I �- _ � -- � �� � , '� � \ � '� � � ��\ r--- ,��' �\� � � � 'l �' � �/ � � J 2. (XXX'-XX") INDICATES TOP OF STEEL BEAM ELEVATION. UNLESS NOTED � , � � -� �„ � � � � � � � �� LI�� � �, �j� � � �� � ' ' � � � � � cS`_ OTHERWISE, TOP OF STEEL�DECK AT THIRD LEVEL = (127'-9 1�2" , oF �-- � � � �-� 6- ��, � � � , 0� , , DECK /-� V � \ �� O—" Z ��\\ � � � �� �% t�, \ � � �' * INDICATES TOP OF STEEL BEAM ELEVATION = (127'-3 1/2") � � A � � �, �i� � � � � � � � ��.� � � � ��� ��� � � �—� � � �� , � °�O '� 3. <XXX'-XX"> �NDICATES TOP OF STEEL BEAM RIDGE ELEVATION. � � � � �� � 9°-z�� ,,�' �, y N �,O � ���� � �j � % . ,� � �� , � � �-� � , , L G � � �� ����, � � � �� �,A i� 4. B.I.C. DENOTES BUILT-IN CABINETRY fULL HEIGHT TO fINISHED CEILING. �� I � ���� � � �� J � �� �� � ���!_� �� � �� � � � 6. S.P. DENOTES PENETRATION THROUGH STEEL BEAM. / A " ` �, � c� ,� �, � � �., � =- - , � - - , , ,;� � X � � � ,5 �� �� = 2 �, -_ , . „ , FP-2 „ , _ , , . � o , � � j, '� � � , . �� o� ���� � � , � , , �, , ,� , , � , �� , , -� ��� � �� > , ��, � �, �� g � a� -�� 2�;� , � � , - �� � � � � ' �' � � , � 1 126 - - - ,� , �' ; , � � �� . � , � , , � , , , , ,, , � � ,� � 0 g , � � � , � ,�� � o ,�� ������ c� �,, 1 � � � o�� �, � ,� �, ' % , ��; ' , - ����� �, � � � � 1 11 ; � � � ' , � / , ,� � ! j � , � i � � �, , " \ O Q `' „ � �, � ` ��1 `-'6,� � �� 6° i �' ��� � �,�� � �, � �� ,� � �\ ,, j � � _ 6 � �,�� �, ��� � � � ��'� , � � ' >� ��` -� _ _ _ � �k N � � � , '� ` ' � �. ' ' i � , � ,�\\ . . 1 _O� 2� ;j%�� �'��� � � , � , , � , , �G �� � � � � � � i� � -� " ,�26 � � , ; � � - � , , �� a , . ;,� ,� A \ \ , , ���� � � � '� %' ��,,� ��.��N��' _ � �, '� � ;- ,, �9 ,. �� �� � Fire S rinkler Plan S mbols Number of S rinklers prawin Symbol Description Total This Sheet: 26m(TOTAL TNIS FLOOR) Total This JoL 1,33m 7itle g FIRE SPRINKLER PLAN Job: � ON� ������ ������ ��,�� � 0 N draulic Reference Points 5 mbol pe ree Descri tion K-�act. Thread Quantit Contract No. (�5-3(�8�4 Revisions: B pate: � f�� ������� I�N �N� f N���� �1�� ��N��������� � x_x E ev. Below Top of Steel Qo 155� BRASS UPRICsNT QUIGK RESP�ISE ON I" SPRIG - vIKING M vK300 5b 1/2" 2 File Name: C:�%Dwg��2UJillow�%OUJB�P-6. �ARAGE PARTIAL SUBMITTAL DRAWING WP 6/8/2005 U��� U������ S���I`�l� ����� ��I`1��� ����� � �I`l m ��ION�: (3�3) ��9=���1 ��X: C 3�3� ��3=���� � X-X Elev. Above �inished �loor � 200� U1HI7E RECESSED PENDAN?QUICK 12ESPONSE - vIKINCs M vK302 5b ��ii 2 prawn By �1.PE?ERSON MECHANICAL ROOM OVERHEAD BULK PIPING REVISIONS WP 6/24/2005 V�I�, �� 5���� � O (TOS 2�-I(�) Elev. of Top of Steel � 155? WNITE GONGEALEp RESIpENTIAL PENDANT - viK11�FREEpOM vK438 4.9 1/2 213 GARAGE PLAN REVISIONS PER ADDENDUM #2 WP 7/15/2005 � ��1� �J�s� I�old�n �I�c�, ����/��, �����C��� ��/��✓� 8-6 CeilingNeight � 155? WHI7EGOidCEALEDRESIDEN7IALPENDANI - vIKiNCsFREEDOMvK438 4.9 ��" 5 Scale 1st FLOOR/ STANDPIPE PARTIAL SUBMITTAL DRAWING WP 7/22/2005 Gontractor: �- penotes Nanger Location �A 155? WI-{ITE REG�SSED RESIDENTIAL PENpANT - vIKINCs FREEDOI'1 vK436 5� ���� 9 AS 5HOU1N 2nd FLOOR PARTIAL SUBMITTAL DRAWING WP 9/16/2005 �RON�IER �IRE PRO��C�ION INC. � 1� O Rrl I��x 6-m Rise up or down � 20fD� UJHITE RECESSED HORIZON7AL SIDEWALL QUIGK RESPONSE - viKlt�Cs M vK305 bb i/2" b COMPLETE BUILDING SUBMITTAL DRAWING WP 10/21/2005 � pate NovEMBER I�,z��6 2�1� UJ, NO�p�N PLAC� o � � - �- - Existing pipe and outlet H" 155? CNROME RECESSED DRY NORIZONTAL SIpEWALL QUIGK RESPONSE - TYCO D5- 5.6 1/2" 23 4TH FLOOR REVISIONS SUBMITTAL DRAWING WP 11/10/2006 � � S�A�E REC�IS�R�4�ION NO. ��G _ ��_ New Nead Location Approval By VAIL FIRE pEPARTI"IENT AS-BUIL.T DRAWINGS SM 5-29-07 p�NV�R, �� 5���� � � -y �I�� r�i -- v � _:1 - � --- � --- - � _ `i 1 � —�1 '� \\ I V � ,, � 1 (T l 7 ',�, " � '' - . —-- ' � -- ,, �� - � 1 - --- -� —__ -_� _-- - 12 F ,, , -�� , � 1I � � - , � , - -- � � � -- N ,` , � - � — _ �;i� -- - -- —_-_ T,: ,, `,, � Q ,� , / � - °-�1- m ;I S P , _ � - , �S \� � � ��O � 9 �,. ��� m � �' �� � , � ,�_ __-- , � . . � _ Q _ , -� Q ,, _ - I -- _ - _ ---� .. � ? , - c ' , � ,�� ���I Q ' ��, - ---�_ I �—_� �- /� V� � � ��' S� CSi � � � � , �i ' U � 1 � `L '" � �� � - �� -- �� �� � ', .— � � � ; , 1 � � o _ + 12�� �'` � �, � , - � -� , ' 0 � �, 1 � j� , - - ' o» - - -- w _ - _ ' , -- , , � — „� w " �; - -- -- , \� � � �,��� 0� � -8� �� , , / , � 1 ' � � � 2 `� 9. �„ � , � � � � �� � � \ cJ � ! 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PER SQ. FT. OVER O� — � ; , �. z � �: �,� � �,, - �� \ � � 2' �'\ � � _31 2 , , ' /�� REMOTE AREA TOTALING s95 SQ.FT. �, � �� � „ � � , �-. ��� �" ����� � , �'� �' �� W- � �� � `� � � \, ` � �� � �� V�V � � DEMAND AT BASE OF RISER aoR � ; � � ; - - �, � � � � �� ; � ;�% � � /� 2 �� � � � �� ,� `� ,- ' � � ���� � j �' � � FLOW 242.o GALLONS PER MINUTE y�" � � p � :� � � �-��� � �'/ � � ` ,, � � � ``� �. -� ' PRESSURE s4.3 POUNDS PER SQUARE INCH � � \ INSIDE HOSE STREAM �oo G.P.M. � � �� ,� � --" ,1 // - � �-9_ � � �� � �-' � �,, �' �',�,� / � ' < ,,/ TEE W� 1� � � / � � 2- ' �� � � � � �I —b � ,� '� , ����� \ � � � DEMAND AT SOURCE CONNECTION Rc ` PLUG aoo .. -„ -'� � � ', = �� � � °� FLOW 341.6 GALLONS PER MINUTE \ , �L�, \' �'' , 1 \ I // , 2 -� �� � / �, � \�� ,, // PRESSURE s3.s POUNDS PER SQUARE INCH UNIT 207 ' 7 � 2 , d 1- ��� , � /� ,� ,, � . . . — � Z — — - , ;; `�;1 , ���. 1 � � �, 5 - , ' OUTSIDE HOSE STREAM o G P M � UNIT 20� �� � � - � ��� �" � � � � � � � � � �. � � � � \ _ � _2 �, -� , , ; ��. , - � �, ���1 , � �- � � �� � � - �,� � � �� � '� � � - , � �� , � , - 1 � � � � �� � � � � �, :- _ _ ,_ _ , v , - �2 -�P�� ` � �,� � ` 1� 3� � � � �` � �� ' � � ,� � v ���� �� '�/ ���� � �� ', ,s �,'-o'� �/1� �, �. �� o � , � , ����� , �N S , � � 4' S�P � � �' 0-4 �� ��� -� � ` �`� � - � /� 0 'h� �� 2 , �� � �, � .� ��,, �\ . 1 '�;� � �ZX . , ��, � , � � � , � � , �_� � �� , � ; �, � � .. � t � � � P DN� , _ - , � �- , , , , i ; � \� , > �' " � - � , 3' SPK�, �� �� `L � / � , �F�` GN � � � � �2� � 2 ' '� � � � �� r���1 -� � �,�1 � 0 / � � ' � O a ,�, , 1 ,��W 2 ,� ; �P-�0� � !� �� 1 � / \,,�\, � \ N � SHEET NOTES: o - � . 2 �) ,� F ' �� , 1 , , , 1 s. _ � 1 - � 2 �° : ' �-�/ + 12 6 � � _5 1� � � � ' , , ��0 n �° ��. .������ j`� 3 4 � O � ,/ 5'6 1 =' cA � 1. ALL STANDPIPE HOSE VALVES SHALL BE EQUIPPED WITH A 2 1/2° x 1 1/2" NST ADAPTER � � � �'� � � , j '� ,- � 9'-0" � - , � /� ,,- � WITH A 1 1/2" NST CAP AND CHAIN, AL� CHROME PLATED. � — � � � , / \ , �0 4 � o �� , ; o �, - ; � 2 2 2 ��;;: ' , ` 12 7; �'.. ° I � ' � ��"� '',, I � 2. RESIDENTIAL UNIT CONTROL VALVES SHALL BE THREADED BUTTERFLY TYPES EQUIPPED WITH � �,2� �'�``L E pgg .,' � ,� % ' I`� � � � TAMPER SWITCHES AND A 3 4 GLOBE VALVE AUXILIARY DRAIN WITH GARDEN HOSE THREAD � � ,� � -0 � - �--� �/ = � � w� ��o � ,, , , _ � � � � � �, ���� �_�� , � „ �, , �, �' . ,.� � ADAPTER. , • � , O � � �� � � � -��� � � �� 12 � � � � � � , � ��� ,� ,2_ � / cv, �I ,1 `, � , � , �., �= ���p � �, � �� j � -`� � � 4 O 1 2� 2 �-� O � \ = ' � 3. STAIRS SERVING MORE THAN ONE FIRE AREA ARE PROTECTED WITH SPRINKLERS AT EACH ^ ^ � \\ \' ` '� � � �� 8� LANDING. THOSE STAIRS SERVING A SINGLE FIRE AREA HAVE SPRINKLERS OMITTED AT EACH �, / � � \ � �� \ v " ' � ��� LANDING AS ALLOWED BY SECTION 8 14 3 2 1 � q � 1 ' � � �� � ��' �' ,��ti ' 1 ��� ����� ti,- �/ � � ; ���� � � � � , 1 ,1,� =� . . . . . � ''\ -� ' � 3�� 1 � � � _ � , � � � 2 %' � , � rp,,;,% �� � -;�'� �, \ � - 1 � ,�� \ � :/ , 9,_0,. O-� O 2 �� \ �� 4. UNLESS NOTED OTHERWISE, PENDANT SPRINKLERS ARE ELEVATED AT +125'-8" OR 8'-1" / � , � e,9� ` -;�' , � ' .. ,\� �_ , ,.// \�. '� ABOVE THE FINISHED FLOOR. ALL CEILINGS ARE 8'-0" A.F.F. UNLESS NOTED OTHERWISE. , ^ � k ' � � 4 , � � - � � ; {- : , � , , ,. , � � � ' �o ,�0' ` ; � , � v �' �°�� � ; � � � � o , , . , �� � „ , �� � �_ �� �i��- �� � , � ;-;=� N , � ' � � '2 - :� � 127 � 1NIT 207 DESIGN SYMBOL NOTES: � y , � �, �� - � cS C� �� -�Ft ��;"� � �. , , , 1 � �� 4 —�� " � , -' ��N� ;,� 1 � � � � � 1 - � � - � � �, � r' \ � ,��, � ti � � -' � � � -y�- 1 '� z ��-° - =� � %� , „ � - � `- , , 9�-0° 6 �� 5 2-� 2 � `� � � � ,./ ' ` � /���,, '�, Q 3/4" RESIDENTIAL UNIT SPRINK�ER SYSTEM AUXILIARY DRAIN WITH ID SIGN, NIPPLE AND ;;--' �� a� j �` `, $/ � �' ; \ S�P�R ��1 � , � � � � � -7� 2 �;.-1'2�' GARDEN HOSE ADAPTER. TYPICAL EIGHT (8) THIS SHEET. � , , � ��� �� � � ��;� � - �� ' ` �XQ� — ' � � �� � '�, -� � �t �\� �� /� ' � �'1 - �� � / 2 O-`H � � \ � ' ' I ,� �'� `,., 2 STAIRWELL EQUIPPED WITH STANDPIPE HOSE VALVE LOCATED 60° ABOVE THE FLOOR. SEE � 1 � ,; 2 ,� '�- � ,- i ., � ' � J � ' / � /� �� v , � �_Q , � � _ - � � � DETAIL A ON SHEET FP-2. U ` - �, o., _ � � / ,�� , , � \ � ��,. , , � _ , \ - � � ,- � � � � - � ♦ �� s. �` ,����'_s" �.� � % � � 2 '�, , � , �� %/ � , .� �� , �� �, � � � �/\� � - � , ,, � �,_ ,, ,, , - - � , � � � � � � � , - � '� � � _ � � ��`� - '_ -=;;� \�'_ � ' ,, � ��; � -� ����� � �� c�i R E M 0 TE A R E A 10 � � J 1 �ti � � � ✓ �� � � ' / �' ' ' ,_ � , , ��- � , �, � _ ��� '��'� / / , ,, ,,. r.: ,' PIPING SYMBOL LEGEND '� � �� � i% � � �� , � ' � \�� 2 1 2� �� � ��� � � 2� ��� � .� O OVER C 9�J SQ. FT. � � SYSTEM RISER < SLOPING PIPE 1 XX' HEAD ELEVATION \ -�� � ' � , � , � � i � � � �--� � � �'� �� � � � -�� `� � ��' ��� �'� � � ��� \ -� , _ � ��% �`� 10 FLOWING SPRINKLERS � � o PIPE RISE � PIPE COUPLING XX WELDED PIPE FAB. TAG - � � � ,\ `�, , , ,�2X � � ; • PIPE DROP / PIPE HANGER XO THREADED PIPE FAB. 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'� " � i� I � \ � � \� � , 3" SPK �i�J 3 � , � j�� � � � , .. 3 1 0 � - - , ,� P , - a,� � r� , O � , o �„ _ _ 3 , � , � , , , -� � � - � , . �''� , �, � . � � STP DN �� , '� , 1 �' � �� �o� � , � � � � �� � � A, �� � � c�-°� ,, �� -� �; � � '� � � �< <�. 61 � � �� � � � , ��=� i�� �, �� ����� , � ;� ��, � �� � �� _ � �. ,� _ , \ , , �1� �. � , � � � `�.,� ' i � �' � - � � � , � �' � � � � � � � � ���� � � � �� �� `` � �" �� � � �,��� � � HYDRAULIC DESIGN DATA REMOTE AREA 1 � � � � � � � � , , - �, -� ,�, , , 2 �� � V `� e'-o" �� � � � �-� � ��� � A.H.�. VAIL FIRE DEPARTMENT � � � = �� �' � � % � V� � �— • ` ��� � � � � '6 �� N.F.P.A. 13, 2002 Ed. � 0 ' ��� `'�-' L �=� � �' � 1� � ` �; � � �� � DESIGN STD. � �'�p rn i , ` � � � ,� \ �� � ;,�, �� PIPE TYPES � � � � \ MAINS YOUNGSTOWN BLACK SCHEDULE 10 � � _ � ` �� `�, r � \� � � � �\ � � g�'� � '� � � � � � � � �` `� � � —3� 2 � BRANCHES YOUNGSTOWN BLACK SCHEDULE 40 V � � � ' ` �� ;%�� � � SPRINKLER ORIFICE �/�s" K= a.s �,,, ,�� �_ � y � � � �, �� \ ,,; , ;� ;� � � � ��' � �r� � �' � v'°� � �'� ��� ���' �� - � AREA�LOCATION THiRO F�ooR uNiT ao� � � o �; ; � � ��� 18 �0'`� ��\-4 � �-�— ��` � , � �% �� , o-� , , , , � --��� ��� ' , � � � � � � � # OF FLOWING SPRINKLERS TEN � , , �� �'� � . � � � ,, ; DENSITY .�o .P.M. ER SQ. FT. OVER � , � � �j � ,- ���, ., ; �� �� � ,�� �`; REMOTE AREA TOTALING� �so� SQ.FT. � � � ; -- - , , � , ; ; , j� � � �� , �� , ` '� . , � �, i ,�� � i � � �� � �,-��� � � � °°° ' �' �� s �, 1 �' ,� �� �� � ;/ , � � , , � % � 1 0 � � � ��� = � � � ����� ��-� � ��� , , , ,� � � , �, �, � \ _ DEMAND AT BASE OF RISER BoR � `� ` rn �, �, � ,- ��� � �_,� ���� �� (� �� � � ', �� � �� FLOW �a3.o GALLONS PER MINUTE t_�-� � ; �i \ J� �, �, �' - % UNIT 3O� � ! \� � � �� � �, � � �' � PRESSURE 8��o POUNDS PER SQUARE INCH � � � \ �� i � ,; � p, J '� � � - - - � % � � OT✓ ' \ ,y ,, INSIDE HOSE STREAM �oo G.P.M. , � � � � UNIT 30� � � � '���` � � �"� 1 - �� � � � ����i � ''���� `�' ,,, � �. �" �� 1 ��� � , � ���� � � � ,. ' ' �� U �'� ��� � � � � � � � `�,� � ���� � � DEMAND AT SOURCE CONNECTION Rc / ' I ,, F , � - ; . - - , , , R00 , , � �J����, � ' �� '� �3 Q � _��' ` � 1 � �� ���';, � � 1 6' � "� �'`j ; � ;� �� ,-� ���' , �^, A � FLOW 2a3.� GALLONS PER MINUTE � -� � � �� � 1 � � " � �� � ����� �� � � � �� �� � ' � � � PRESSURE so•s POUNDS PER SQUARE INCH / � T � , � z ��� � ���4 _ � , �, 1 -5 -6 ��� 0_ �� �� � � \ - � ,� . ��� �, � , �� „ ����� � � ,� � � � � � �� ��- - � � .�2 � � � ,- ,;, = � � �_�,; ��� � � ��� � � �, OUTSIDE HOSE STREAM o G.P.M. ,. .�„� �. , � ���-Q = ;`, ._ j � � , - ! � ' �, __ , � ; � SI��K � � � �� , - � f ; �% " � � _ � �, ` _ ��� --� �' „ � � � � 1 2 � ��� ,� , � , 2� � ., � �� 1 ,�� � a ; � � ,, - g,-o„ 1 ' ; � � �, * � b � � � 4" .�TP uP-�.,' �<���o ' �_ `�� �� ° �o� 1 2 �� '' � � -- � � ,�/ � 13 � ��\ ,, � _ „ - � � � .- � - ���' �\ 3 S�� ��N- � G -� , �� p.. �� �, �j � , r � � � � o ,. � � �� ���� �; � � �,;� 13 6 1 , : � , , ;. � � � � �� �= ,�� ���� � ,,,_ ,� �, �� � �j �� V . � 4 � �� j � � �� � - � 1 , , � � , � „ � � �� �.��,.� � - �10��� ��; �� ', — �-� � � , � , � ,� �� ,� ���; � i'� SHEET NOTES: � � �� �'' � � � GL � ] � %, . T . , _ � °� % - . .. ,, � � � �- P/o 1 1 ��, �� � � � � 8,-0„ ;' � , �� '= � �, � �, , �; � -�F�,A ���-; � ,� �� � � � , , , , \� �-' ° � � � 3 4 Q 1 Q . � � � `�` � ��� � ^ � � " 1. ALL STANDPIPE HOSE VALVES SHALL BE EQUIPPED WITH A 2 1/2" x 1 1/2" NST ADAPTER �I �� /,=�' 6' � ` \ , . O I -� O1� 1- � I -U ' "'� O � ,= %��, �- ` \� "- � � WITH A 1 1/2° NST CAP AND CHAIN, ALL CHROME PLATED. �= .> I , , �, ,,� �: � c9 , \ 1 ; � �� � �� , � � 6 6- , Q� ,�" , , � � � � 4 _� �.. � � : ,, � .- �� � � , , - , , � < � � ��� � � , a �F � _,� _ , ��,;; � � �<, �� � � �� �=_. � ��� �-i '�> � '� 3� � �� �� =� � �j-.�<, � 2. RESIDENTIAL UNIT CONTROL VALVES SHALL BE THREADED BUTTERFLY TYPES EQUIPPED WITH � ,> \ �'` � . . ' �� �1 � ,\ � ' �` � \^ `, � _Q `,, �' � TAMPER SWITCHES AND A 3/4 GLOBE VALVE AUXILIARY DRAIN WITH GARDEN HOSE THREAD , �� � . \ �- G O. � � � �v^J / / ADAPTER. , �. '' � \ ', V �e; � ' 1 � � � � �/ � � �� U � �� �, � -; � � �� L ���� � �� � `��•� ���� ;/ ' � , , � , ., , � , ,. ,a � , , , � � , ��� � '" \a'0� , �� � � � � � ������_��� � � � � � -� �� L'��� �� ' � 8-0 ,���' � �����'�-��' � '� � 3. STAIRS SERVING MORE THAN ONE FIRE AREA ARE PROTECTED WITH SPRINKLERS AT EACH , �. �, > , '/ � �_ �� �� Z � \ O/� , �.� "`, � ,,�� \ �� ' \ O-g1 2 �� �% � LANDING THOSE STAIRS SERVING A SINGLE FIRE AREA HAVE SPRINKLERS OMITTED AT EACH f� \ � . � � P�N '. �, y ~; , , � � � �,;6, 1`,� �, i / / LANDING AS ALLOWED BY SECTION 8.14.3.2.1. . � � � 1 , _- �� , � � - , � � �� � � �?' � $" �� ��,� � �� � � � �� �� �� \ � 8,_6„ ,,� � \ � � 4. UNLESS NOTED OTHERWISE, PENDANT SPRINKLERS ARE ELEVATED AT +136'-6" OR 8'-1" � O� "���`;x ' -��� ,, ,�` :1 ,�. O � \ � O =, � ABOVE THE FINISHED FLOOR. ,, � , ,. � : - , . o � �-� �,� -�`� - � ��6 FR -0 � � UNIfi 307 O � � LOWERED ; � , ,0 0 � � 5 ; � M g' , j� — -� r�� .� � � , � _7 ,� �� UNIT 308 , . , , : � :� � ; o��Q ' �, -� �, DESIGN SYMBOL NOTES: C� : � �� , s � Z O " =� ` � � . ��� � __d. r, �� P�� � �� v� ,'_`l � ' ' � � � , � - 0 �'� ,� 1 , o ,. ��o � �.�� � � � � �� ,. � � � � <S � �� ������ ��. �� � S � , "� � � � ���� ' ����� � :. � � � � � � � ;�. ����4�a,,- `�` �� � ������1 N�P�-�, � � � , � � -�'',�_ � ��� � ��� , '�� �,, �,, �,�, ���� , ., :- � 2��' � �- �;. , � � � -�� �� �'�'�� � . � ��,,�� �� � � �� \ Q 3�4" RESIDENTIAL UNIT SPRINKLER SYSTEM AUXILIARY DRAIN WITH ID SIGN, NIPPLE AND ����- �� - � , �,o �, ���� 1 . � �- -�v � � � � �, , � � � � �. (� � 5 �� � ; � � � � �� - �� . � � � '� � GARDEN HOSE ADAPTER. TYPICAL EIGHT (8) THIS SHEET. . �� ��� �������� � ���� �� � � �� � � - -�N � � ��� � 2 ���� �� ��� � � � �, �-�� ��, _1 2 ��� � -1 0�P ���� ��`�. ��� - � � � � . ; � � . ,. ' , , , M .. .. .. _ 1 �� 1 v-' ;,-' ,,o � �� M� � ,�F „ : , `., �' - ' ' , STAIRWELL EQUIPPED WITH STANDPIPE HOSE VALVE LOCATED 60" ABOVE THE FLOOR. SEE o� 1 � -Q� � 1 $_, , 6�� j ,� , Pj� ' �. \ � U 2� 2 ` �`L O. � -�GN�N � DETAIL A ON SHEET FP-2. ,6' � , 2 , 0 , , g � 1 �� � - ;,= j ; � _ � s. � � , 1 1 7 „� �- , ;/��� �; ;6x a-° . , , - , , , � � , , _ , , �.� , 1 -7�' - � ;. f� � Q'� , �', CA�; ' -g� r" �� � , , � ; , , .- \ � \ \ \ � � � � � � �. � � � �= ; `, � ��, ' ��� � _ ' �� 6 �� �� � ��� � �- � � � � �� �� � �� � ��� � � � � �- ; ,. -- � � V � � � o � � ,,����.. � � �� ; �� ���, � �, , ,� , , . . . .. .. ,� - . . . .... � ..... . �.. . � , � � ' . � . . .. . �. . .� . �� ��,?�.. , �� ����, � �� �V �� � � � �, � � � � a;6 ,, - � � -� � ��2�� �i 6'� � �� � � � � � � � � �� �-�� � � ���'�� / ; � SYSTEM RISER < �S�L�OPING PBOLLEG�X�X' HEAD ELEVATION � . �� , .� �� �_ � � 2-6 2 �� ��` ������ ��� � . � � � ; �� � _ � , � � � , � � � � � �� �ti � �� � � � �-� �� � �,_ . � �� _- -�� � � ��°� �� �� � � � �j�� �� �_ , ,:� '; � o PIPE RISE � PIPE COUPLING XX WELDED PIPE FAB. TAG � ``����� J � � � �� � � � '� �� �, �� . ,� � , � . �� � c5� C1'� �,��. ; .. � � � � � � :, U . � � � � ,, � � . � ��� � � ,, � 1 � ��� � � � � � � �! � �� � �� �. A �2 � ��� � � I`r) ;/- ' � ���� • � -� � ����� � � PIPE DROP / PIPE HANGER X� THREADED PIPE FAB TAG � � „ , � � ,��j� � � � �cA,� , / � � � �, ; .� �� �-r.. , ���F � -- � �� � � � � ;,o' ' 6,, �� �=, � � �,o, ��� � � ') � ... ��'��.,��``�, �� ` ► PIPE REDUCER X� X HYDRAULIC NODE 4-WAY EARTHQUAKE BRACE M � $ ` � \\y' O , G �' ' � , � � ,� N�N � � � �+ ,,� , � ��; ; �O � �.� 0� � ,� ,\ ` / x�-x^ PIPE ELEVATION 2-WAY EARTHQUAKE BRACE . . `� ,�6 .� 1 � � � \ \ , ``� PIPE CAP �,� ,� Q f O � v _ , . , , , � ; - �� ��� �� � ° ,, ��� j _ �� �' o �S ��Q �� �, ._ _ �N , � � � a �- ;- - ��, a_ �' , � - �112 � , ; , ', _ , , � �� P � � o �� � � _� � � ,�� � ' „ `�V ��i �\ � , �, � 1, 2 �� � � � � � � , �-- � � � z .. 1 ,< � , , ; •. / �� ,_ , ` � \ / M , � ,. :. • ,- ��o ' CO a�0 ; ' '�• `� '� �o � / , r � ., - , �1 � �, � �4�� , _ : '� a ;;; �0- : 0 �/ \ � � � ,� ,,- e 2 � `� , � � �,, � ^ , � , � cS` � `,\ _ c�,� �, �°� �✓; , , ,, G - r� , G � ��� ; , `� _ : � - �� o �'� � � , �� � \ ,, � _ ,��,,,1 � �,, � - ��� ti; � �� , �, , �, N THIRD LEVEL WEST �LOOR PLAN �� � � / . � � ^ �\, _ ,� a � . ; ` ;, `�,1 `�6�� �,�,, 1 �, 5 11 ` �� i�0 � _ �t �/ \ , � / SCA E� 1 4" = 1'-0' : , _M - � � - �r��k-y;�� ��� � . ��1 ,�� � �=', �� e \� . z �.N.o. ,, �R v � � � � �, o�. - �.� .�.` � ,, �� , , , �0 9 � A � Q�E � �`, _ ,- ,,� s� - E s � ,� � . L / ' GRAPHIC SCALE �N FEET ' � > � LA8• +128' " a � , O TOP OF FLOOR S � FINISHED FLOOR• +128' 5" � M � , � �2 � i i ,. .. ^ '�� � � O . DECK OVER STEEL BEAMS 0 1 2 5 .; , CONSTR• CONCRETE ON METAL � /'�/ '� �� ;. � T , : \t�E .� ,- \� CEIL�NG HE�GHT: 8'-0" U.N.O. �� 8 � - � /: O � � � V� ��Q ' \ � �GP � � PROTECTED SQUARE FOOTAGE: 17,493 � � � \ � � � � � � 1 � � � � ` � ��'� �� �� � ° � � ` \. FLOOR FRAMING NOTES: �� �� o , �� �-� \ \ v� , � /� � ,8 � � .� � `�� � � c�� �� , �. , ��, ��.. � � � �� � 0' � , � �� ��:' � � ���� �� ��� � � � � �'� �,� � 1, �INDICATES TOP OF CONCRETE DECK OR SLAB, UNLESS NOTED OTHERWISE ��� , / a," /� , ��, �, ' � /� ����� -� � ., ", ,� � `� `� \ �'° � ` �� � e O 'I \ / � ` \ \ 1 \ �0\9 � ti O�� 2. (XXX'-XX") INDICATES TOP OF STEEL BEAM ELEVATION. UNLESS NOTED � I � _ �� � \�� � ' �, J, � � \ 0 TEEL/DECK AT THIRD LEVEL = (138'-7 1/2"). HERWISE, TOP OF S \ 1—1 1 � \�' / ` � 2 Q��P \ ��� �O��P � *T�NDICATES TOP Of STEEL BEAM ELEVATION = (138'-1 1/2") � � ° � � \ �� \ � f� � 3. GXXX'-XX"> INDICATES TOP OF STEEL BEAM RIDGE ELEVATION. \ * �.. � � �'� C ' ^\ � O / \ 4. B.I.C. DENOTES BUILT-IN CABINETRY FULL HEIGHT TO FINISHED CEILING. � \ \ �� �, � 5. S.P. DENOTES PENETRATION THROUGH STEEL BEAM. / Q �/ � � � ��' Q�� \ v - � � -- 1\. � , , ---- �� � �, �= 9 � � �� � � - -` � �: C ` ��� oo� � � � ' � 0 Fz ' � � O �\ � - � �:����, ,, , Fire S rinkler Plan S mbols Number of S rinklers S mbol Descri tion Total This Sheet: 25� ITOTAL TNIS FLOOR) Total This JoL 1,3�Om pt���ng FIRE SPRINKLER PLAN Job: � y p ONE UJIL�OW �RIpC�E R0,4D 1� � '� N draulic Reference Points 5 mbol pe ree Descri tion K-�act. Thread Quantit Contract No. (�5-3(�8�4 Revisions: B pate: � � f�� ������� I�N �N� fN���� �1�� ��N��������� ° y ,� �� � � � y� U,��� U������ ��«� ����� ���� ��oo� ��� � � X-X Elev. Below Top of Steel Qo 155� BRASS UPRICsNT QUIGK RESP�ISE ON I SPRIG - vIKING M vK300 5b 1/2 I File Name: C:�2Dwg�2UJillow�20U1B�P-7.dwg GARAGE PARTIAL SUBMITTAL DRAWING WP 6/8/2005 � � � X-X Elev. Above �inished �loor Q 155? BRASS UPRICsNT QUICK RESPONSE - VIKIUCs M VK300 5b I/2" 3 MECHANICAL ROOM OVERHEAD BULK PIPING REVISIONS WP 6/24/2005 � � ��ION�: (3�3) ��9=���1 ��X: C 3�3� ��3=���� (TOS 2�-I(�) Elev. of Top of Steel QQ 155? GF�ROME REGESSED PENDANT QUIGK RESPON� - vIiCING M vK302 5b ���� 6 Prawn By �1.PE?ERSON GARAGE PLAN REVISIONS PER ADDENDUM #2 WP 7/15/2005 V�I�, �O 51��� ��1� �J�s� I�old�n �I�c�, ����/��, �����C��� ��/��✓� 8-6 CeilingNeight � 200z WNI7ERECESSEDPENDAN7QUICKRESPONSE - viKi��lCsMvK302 5b i/2" 3 1st FLOOR/ STANDPIPE PARTIAL SUBMITTAL DRAWING WP 7/22/2005 Gontractor: �- penotes Nanger Location � 155? WI-{ITE CANCEALEp RESIpENTIAL PENDANT - vIKiNCs FREEpOM vK438 4.g �/2�� 206 Scale ,4S 5HOU1N 2nd FLOOR PARTIAL SUBMITTAL DRAWING WP 9/16/2005 �RON�IER �IRE PRO��C�ION INC. � � O Rrl I��x 6-m Rise up or down �°' 155? UJHITE RECESSED RESIDEN?IAL PENDAN7 - vliCluCs FREED01•1 vK436 52 1/2" 13 COMPLETE BUILDING SUBMITTAL DRAWING WP 10/21/2005 � pate NovEMBER I�,z��6 2�1� UJ, NO�p�N PLAC� o � � - �- - Existing pipe and outlet � 200� WI-41TE REGESSED�IORIZONTAL SIpEWALL QUIGK RE5PON5E - YIKINCs M vK3�D5 5.6 1/2" 5 4TH FLOOR REVISIONS SUBMITTAL DRAWING WP 11/10/2006 � � S�A�E REC�IS�R�4�ION NO. ��G _ ��_ New Nead Location H" 155� CNROME RECE55ED DRY HORITONTAL 51DEWALL QUICK RESPONSE - 7YC0 DS- 5b 1/2" 2fD UN�T 308 REVISIONS WP 2/26/07 p�NV�R, �� 5���� � Approval By VAIL FIRE pEPARTh1ENT � � AS-BUILT DRAWINGS SM 5-29-07 I _ I � � _ � _ _ � � � ��� R � � I �NG � � I ���F � I � - FRAMIN� , � � -- � - � � � --_ i -- _ „ � I � � � - I � - I — I �.� O �1 _ ] �'_� � - -_ � � I � _ II i - � � _ ;� ���� �� I' � � � 1 �� ,I � I �� z I 1� �� Q � �' A -- � ; � _J� Z � � 1 1 ''� _ � � F P-2 � I � -- I� ; 0-7 1 -7 _ � ,, �_� � _ -�- � i I - Q „ � �� s�. 1 ; ; _� �2 � _ �._� �� � - � -� - - �u� � ___ - ---_- �. � , � i I --- , , , ERH I _ - --�-- `- � ; ' _-- A G � � - - J I �� N I i I� - � , _ - --�. 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' 3�� �-2 � � �� - o _ � ;, , � � �� � � `� � ; _ , 137 1 , � , � , , � � � �� 5 3- � — ;� 5' '�� �� , � �� ' : � ; ,. o�, , � ' I � � �� � 1 , ' N�� ; , i � � � -2 ,' _ � ; '_ I BA T � � �_ g, � � !��-�� � I � - / �_ H 1 ,� o i � m o , � - , � 0 1 � � � , �,� � � � � � , ���,� i - � � � � �� - - - - _ ' � � �- --- � � � 13 7 1 � � - I � �- ' i _�, � ��_, � / ' 8 ', , �i I ----' - ' � �I /� � 2 � � 9 o I I , \ 135 6 U � �' \ � � � 8x �i 6 , c�. 13 7'6 __ � � � � — I 3 , ��_ _ - _ � � — ---- __ s , � , , � � � 5 � , � �i - _ _ � m ;- � � = � - � � -_ �, � � � � � ��—, ' _ _ � - - _- � � � `,, � . ;' � 137'6 I , � � � �� i J ��� � - s `_ �j - - � ' �� ' ��"� - _ N — - �� " � — - � � � 2 � ; �I � , � i � I � � � � � �J� , ;���-� �`� � �� J J � � L' _ ���� � � _ � � , � � , � � ' , _ I� � ' i J � � ,1 9� 2 �/�.� � �- ,, 7; , m _ . _— � _ � -� � I f� 13 7' - �. - - �- - � � � ,. i � � � �� '' � �� �1 � � � � i � �o c� , - 0-8 � � I q ------- -_ � '�' � S TA�R 6 . - o � 3_� � -�__ _ ,`�f l,,� �1 ;?� ._ ' ' �, _ , ; �� — 1 � ;' � � � , __ _ � HYDRAULIC DESIGN DATA REMOTE AREA 11 ,_ -., . - -_ � '-- -- ---_ ' - - LO I . – ,, I ',J� ��,�'� .,-- I ,; - - ' I � � 'r- � __ _--_ __ O-8 '� �j 1Z _ - � .2 �� - I � (� A.H.�. VAIL FIRE DEPARTMENT _; I , , �� � ---- ' , ,�_ -�_ _ _�- � ��� 2 �C� I i I � - �� _ w I 6 �--__� `_ m A TH 2 , � p' , 1 DESIGN STD. - i`2 - .� ; i � � N.F.P.A. 13, 2002 Ed. � " i i ;I� ,1 I � � B �� �_ ° � r� ' ; ����� , , ��. , � -- � _- _ - � !� 8 � - - � � Q � - W1� � i �� � � �� , �� �- ;�� PIPE TYPES � � E�ROOM #� �- �� � O-U , - �_---- - � � � I �I -1-� ;�I -��--�� " � � � j � c� � �� I �' � ; - - `� MAINS YOUNGSTOWN BLACK SCHEDULE 10 I `- � � _� -3� _9 _ - -._ � _ � ' � � _ __ � --- � I - I ; n I _ -- '�_;_ . � I I -_ � �� � ! _ BRANCHES YOUNGSTOWN BLACK SCNEDULE 40 11 _ _ 1 2 2 _ - �- I, � � ; - 2 ; , - � � �� � - �-- 3_4 2 3 _Q__1 � � __ _ 2 � 0. � 0 - --_---_ � U ---_ . � � I I � _.' ! , � _'81 2� �3� 2 - ' � 2 � ' � �- SPRINKLER ORIFICE �/is" K= 4.9 � � � � � � - - , � � � '� � , T � � � � �8 '� _ �,� i I 1 2 �, }- - 4 � ---4 � � I I , ' -- - � i � -_� � � I � � ( AREA/LOCATION THIRD FLOOR UNIT 301 ; 10 � d- 1 � _ , 137'g � � - � � .. � � � � � � � ,,, 9�-0» � � � ! � � � �� � ` � -�-- _�: 2 4 U Q-8 , � � 1 � � �� � O � � i� � �5� 2 � � n � � ,� �' I � �� # OF FLOWING SPRINKLERS rEN _ �0. � � - - I � _ � ;I_ .�' _ �• �-8 � �; � � i� � ���� _� ;0 3-�12 --� ! �i ! � � � �: - . _-� ; ; ; � � �- � � i� � -�� 3 ,i^ � ��� ; � - � , DENSITY .�o G.P.M. PER SQ. FT. OVER » - - �- � � , �- �- J � � ��� ' � ,, __ , �_ � � _. O - 8 � I � - - � � �, X � �� I 1•� ,� ��.. REMOTE AREA TOTALING sso S4.FT. � � � � �� 0 - -� , � � �� � 1�_ -== , _ - - o � � �-- 1 � -- ,, �=, G'�;�-> 1� ; � , � 0 E L� � , I _ _ , � � � � � DEMAND AT BASE OF RISER eoR �� NE ' � �- 1 _ -- --, -- - ro i� 4 � _fl� ?\f � � , �- , �, 1 �� � 18 � -� , � ��'K I �, � � - � ; , �1 � C� ' � ILET � - --� = ' '' � � I �� � � _ � - U �� --- J ,_� - �gi�� _ _ � ' ' � A �� � �� 2 �I I � � � �� ; ;� � 8 � �� �_ � � � � � i , FLOW �as.o GALLONS PER MINUTE <148'_4 � xf � � � � � I 8;�� � �� _ _ � � `� 6 � � _. � � �� ;' NDS PER SQUAR _ --- � -- I I +� -, / �---4 S,� �_�r PRESSURE ss.s POU E INCH �' � � 9- � i 6 � 3 �;�)fJ I � i � � � - ' ' '�� � MASTER B , , , - ; , �� � ��� � �— 2 ox6 �' � � � . . . � 2 1 ' 2 j, / a _ _ ; _ i � � j j ' 8x8 A M - - __ I _ � •_! �-3�� SPK-�1P � INSIDE HOSE STREAM �oo G P M - \ � � _ - _ --- 0 - °O - .� 11�2 -- ' ._, i; 2, , g� ; � - '� . � �-� . _- - -� ; 1 � X ---- � � -r �_ � � , _ _- i ; - - - __- _ -- ' � -� O �-------- -_ ,,r, � j DEMAND AT SOURCE CONNECTION Rc _ 1 �' 25 _ Q , , ___ _ _- - / �� J�7 � - N � - - �X ' --,-- � !� FLOW 2as.a GALLONS PER MINUTE f�-- � ' cv � � I � i � ' _ �4x6 - � _ _ 0- � � -• ' -� ; G- -- - � _,Q I� � oMAST�R BAT _ � _ � �- __ � � C� � li � � � I �( � � \ ' � � H � � B.I.�. - " '���f i i �8x8 , '�� � --- � � DS PER S AR ` ; � Y- _ _ � , , ' 1 ^, � PRESSURE ��•$ POUN QU E iNCH �, _ c,,, - - - ��' � - -'- ;�8 I �-� - I I� I �� � ��� _ I � � � 3 2-9 2 2 2 � �__ � � � I OUTSIDE HOSE STREAM o G.P.M. ��� _ -- ' � ' � --� � 3��� 8 ; � ��� I; � � , �� � i _ � �� 4 _�� 2 � _�� � - � � - , � _ _ _ . � � � , - � � _ '� - , � ; � � �� °' ' � L0 � i ; �,i O �ii � T01L II _ -- Y _ �-4 -�> 3 .. i �- E � _ 8 � � � � � � � ' � ' , T ��,�,, ��� � � x \ � � � � ,� � � � � ! � i � 4 3�, �;;--�� 4 O i � 0 � _ j � . � E�E��R 5 �- _- -_- � N ��—i'___ °� � �J � � ,� � _- 3' S K�DN-�'� __ _ c�, -4 � — i � � _ � ' � � 1 � '- .. . �„ , ; - , � � , � „ � _ o , - ; �, - � _ � � � � � � _ - - e /� - �� - -- - � A x � �� - _ _ _- 8 2 1 � � TH � , , .- � ��� � _ �� 6 1 � - - - -o � � � ,, _ , i � `� �� � � _ .. �� � � _ ; _ _, 3 J ', � I �'-o" � �,, -� � 0 � 1 i / � � � �� �- � _ - -- SHEET NOTES. � _�_ , I � a .�TP DN-,, ��; ; _ � �,� , � ; � , � �2 � \ �2 ' , _- - --- - J _ 1 � I � , , -- 0 8 � 3 5 - � , . / . - � ST�� � � � � 2 __ _ I �- R �, � �--- `- , � �, � -�� _ � ,__, �' ,, �-� 10 , --- � � _ � � � ,� _ �;� " � � � ��---_ � ' �-- �i . � � �" � _ '� " � - 1 � 1 X� � � 1. ALL STANDPIPE HOSE VALVES SHALL BE EQUIPPED WITH A 2 1/2" x 1 1/2" NST ADAPTER � � � � f i �'- , _ � ; 10 -� � � � � � � � � _� _�__� O O-6� 2 O „ � O- � � 4 � � � � ; C �'-o"- � ' ,�- � � '�I � ' ' � WITH A 1 1�2° NST CAP AND CHAIN, ALL CHROME PLATED. , . , �; � � � �� � , � z 1 -9 ;� � —`� � � I � ��'=�- = - -- , _ - � �i , �� � � ' Q� Q 2X8 � KITCHEN _ I _ � � � � �� I 2. RESIDENTIAL UNIT CONTROL VALVES SHALL BE THREADED BUTTERFLY TYPES E UIPPED WITH \ \ C� _ � � �. - �- Q p� - � 1 � A 14 / � I - i d- � � KITCHEN 5-6�2 � 1 -5� 2 1 � N I CLO. � —� ' I � TAMPER SWITCHES AND A 3/4" GLOBE VALVE AUXILIARY DRAIN WITH GARDEN HOSE THREAD I \ - p,�� F� x8 � ; , S� / 1 \ � � � O/ �y - '-c� ?6-5 � I � 3� 2 _ ---� �;�_ � - ADAPTER. , _ � =2 „ �=�� 3-4 8„� 155. � � � ._ .., � ,._6„ — __ �° .- ,d- � - '� ��) _ - � KircHEN - _ _ _ _ �; � 17�. � 1 - _ �� ' , . � G���, �� � 2-9 � - � i �,� —-- i , , � , � - �- __ - 1 � O �� ti 4- �2 � �-F `�_ __ � �- � '-' � I `f�' � � 4 1 _�� 2 ` 2 '� -_ �- � ' - �--� 3. STAIRS SERVING MORE THAN ONE FIRE AREA ARE PROTECTED WITH SPRINKLERS AT EACH - �� �-- � , � _ � � � � _ � ' �I`--' --- � � � 1 � � � o �� - - -, ���� ' � � 1 0. 0 1 9-5 1�?� �' - -;-r- - I e-T 1 -5 2 � LANDING THOSE STAIRS SERVING A SINGLE FIRE AREA HAVE SPRINKLERS OMITTED AT EACH �� ` � � � , � � � - �' LANDING AS ALLOWED BY SECTION 8.14.3.2.1. � � � � � � ,�_--: , � � ; 2 � � , _ T � )N � �I �; � � 7 I ELEV=�R 4 _ - � � , � � � _ � ' �� '� � -5 B•�•C. � I p-� � , � - !- �� N �O- � � � � 4. UNLESS NOTED OTHERWISE, PENDANT SPRINKLERS ARE ELEVATED AT +136'-6" OR 8'-1" � �d � 48x4 � �° 1 'i - - - - �t --- -- , � _ , - - - - � - _ �� � � "�-__ _�_� �� '� 1 � ABOVE THE FINISHED FLOOR. � � - L— - � � � _ - _ � 6, I � �' `- 1 � O , , - 1 -10 � �. ��� ,� _ � -_�`- � � � —��� �� � i_ �� 8. ' !;� g�_o» `� ,� i 3-1 � � � �_ o �� � ! — _ 4_ �, ��-- ''-6��_ 4 1 -3� 2 � ��� - - �3 10 � 4 � , =- �� �� � 2 � � _ __ _ __ X8 � --- � � � _ �_ �_ `- I � � � m q � -- -- � � , -++ 1 � � ` �� r� I ,3 � I '� � _ � � � _�� - � __ � _ , — o ,�� „ _ � � i � � > > I � � � 6 � ' ; �� � —___ ��_ _ - - � � '� DESIGN SYMBOL NOTES. ��u� " \� . � �� � � � �- ;� �-��-3 � o� ;; � -�— -- -- - � � -�_� _ - ��� ' � ' � � � � � ! - � � � � ��� �_ � � � � 1 � �� � 2 Sf=�� � , I � � _� � �� �� � � � —� i _ � � � , � --� � � � ��, � � �� r;�� � � � � _ � � � � � 13 �� '1 ; � i � 3� � � �, � �, „ � � � � 2 � �� � �r- ,- 8 3 �_ , � I � I I� ;� , I � -� ; 16x6 � � -- � � �_ �_ j� O 3�4 RESIDENTIAL UNIT SPRINKLER SYSTEM AUXILIARY DRAIN WITH ID SIGN, NIPPLE AND � J I �I � � � I 4- 1 � � �'� Q' � � O � ' � � L I �� !I �� �' � •- � 'I 9�-0�� O � -_ __ 1 Q � GARDEN HOSE ADAPTER. TYPICAL EIGHT (8) THIS SHEET. � o � 13�.20 w 1 , � � � 1 N I � - �' ' �- � -- - g� � 1 �- � � -�- - � -. � I 3__ � - _ - - --- � _ 2 , �-� �� � � � V � 3_ i ! \ �I��,, ___8'-3" � I 2 ��_6�� 2 STAIRWELL EQUIPPED WITH STANDPIPE HOSE VALVE LOCATED 60" ABOVE THE FLOOR. SEE ` \ �c,�j °� UNI�' . � �'�' � 2-Q1 2 � -_ -- � � . _ _ _ �- _ � _ 'J ; DETAIL A ON SHEET FP-2. � �. i I _ � � � , , _--s _ --- 1 o � �I _ � � �O' � � ��� '� I '� '� � � � � - s'_ �' �R a'� � ' °' ;�� ' � � 137' �� °" �;� i 3 �8. - -- �i � � -_ � -� �_�'�� 9 O E 9 �. — � ' _ OQfV� � � TYPICq� � � N � - -- - - - -- � _ - � � , _ � i , , � �: -�� _ --�� _ � � � � a �• � -- � � i�� � � '� — � � 8'-3" 136� _:- '" I � — _ - - � ' 0 � � � 'i ' 0 � � �� 13� 0 8 � � � 9 � _ � - - - - � -_ _ ___ o _ - - _ _ , I - -J 8. � 13�� -_- -- - � � ___ ;� � - - --_�NIT ==-� ' _� � I -=- _- -_ -, , ' � .�,� 136'8. I , _ ; 3_2 �- _ - i I; '' 302 � I UNI T ,� � � � �_ PIPING SYMBOL LEGEND , - ;' ; , ' _ _ , i cfl 30 i , _ -__ -- 1 �; �� rpo- 8�_3„ �� � ,�' � �- j', I, 3 � � � �� - ' � SYSTEM RISER < SLOPING PIPE /XX' HEAD ELEVATION � I � _ _- -_- / _. , , �RE , M -- __ i GREA T � -- ,�, ; - � � � � ;; R00 ; '� i ! y � _-__ $ 3 136'g. U CU o PIPE RISE PIPE COUPLING XX WELDED PIPE FAB. TAG � 7�. l� � 0 8 � � 136 g, � R _ - M g .� � 1 -8 2 � � � I � ; �" , � �� ; , ---_ _ � � �I � � . � 13 7 __- � = = � PIPE DROP / PIPE HANGER X� THREADED PIPE FAB. TAG 1 � u , - i . � � � _ � i �i �3s � � � ,, � � � ' � -� � � ; �N�T 304 � �� — � m m � x � � - - � � , � p , 9�-0" � � � —�� ► PIPE REDUCER X HYDRAULIC NODE 4-WAY EARTHQUAKE BRACE �, ! -- _ � I� - � j) I � I I O ' �� CAL � � j ' � X - ° � �: ,I I �I� ; �� � ��� �f , �� � � '�� ' Q PIPE CAP x�-x^ PIPE ELEVATION f 2-WAY EARTHQUAKE BRACE , ' -_ � _� � _0� 01 �, � , � � : � , rrP� �� � � � ;j cREar RooM ,; 1 °�;1 , � - , - _-___ _ � 1 , � � � -- � �i � i� ; i� i ; � - �,i o� , -�; - --� � � i � � � - _ - ,, � , ,� � , - --_ -_ � � -��,�� � _ - �- -- -- _ _ � 136'g � � � - �� � � _ -- 1 � 1 I I - � �; � � ' .- � �-��,- � - � . . , � � � - � I�� � �� I C I � � � _ � \� I L - -_ - _ - _ L . � U U I N - l � 1 ' , � — — .. I -- � _ ; , n � �J TYP � � __ _ o' I� _ _ _ -- ' � 8. � � �1��cl �-'. ��,�1�* � ��� � — � _���r2=- '_ - - - ' I c� 8 3 � 136 � ! �- c�' � � ' °o � � --__ -- - � : : ; � �- —;�,; , — _ �'� _ � m - m---Ir _- ' `�_ - �n I-��—_ _ � � - - � �_ _ � N = - �_ _ _ � �i_ � I � O I , N THIRD LEVEL WEST �LOOR PLAN , - , � _tttv �_ � — �. � 136'1 _ � � - - ` , ` � � � - ;�- -� � ---���-__B1/. - � , _II � � _ ' � ,h -L ��_' - � _ O- , j�, � 8'� - _ — SCALE: 1/4" = 1'-0" GRAPHIC SCALE �N FEET A I � —1 �� Ir i; � — � ' TOP OF FLOOR SLAB: +128'-2" U.N.O. ----- 1 - '' ' I � 8-3'� � � __ ,._ , � FINISHED FLOOR: +128'-5" �-___ � l�_ I% � �- ' � - � �? O CONSTR: CONCRETE ON METAL DECK OVER STEEL BEAMS 0 1 2 5 x- - , �: _ �� _ � � - --- __ �� - - - ° CEIL�NG HE�GHT: 8'-0" U.N.O. I ; ' I _ _ . _ — � r, U PROTECTED SQUARE FOOTAGE: 17,493 � i i - _ -_ I � - ���K �� _ � _r�_ _ _ ---- - � � �. m , , 1 -1 --; -- o � : <13g 5 � -� -� ;; � . � � ` _ _ _ �- � . FLOOR FRAMING NOTES: - , ; � �, _ - — � �- �- - --� - - � � � m -- � - � 3 ' J�� __ _- " - �_ 1 1, �INDICATES TOP OF CONCRETE DECK OR SLAB, UNLESS NOTED OTHERWISE R E M 0 TE A R E A 11 - , -- -��-� ' 9 -�, ° --_ --_ � _ � w * ��__ __ _ --�_ �--- _ -- R 0 0 --�11VE_�?F_ - — Q --- ' " �U � 2. (XXX'-XX") INDICATES TOP OF STEEL BEAM ELEVATION. UNLESS NOTED -- _ .10 O VE R 6 9 0 S Q. FT. — ' '�`r�I v1II�I(� _�_ ���--,� �� � � \ � � — i -� OTHERWISE, TOP OF STEEL/DECK AT THIRD LEVEL = (138'-7 1/2"), � � II I * �NDICATES TOP Of STEEL BEAM ELEVATION = (138'-1 1/2") 10 FLOWING SPRINKLERS o _ � �`, _ o _, ' —� RO�F �-�__ 3. GXXX'-XX"> INDICATES TOP OF STEEL BEAM RIDGE ELEVATION. � --- � ��� O VERH A�I r` _ , E� � � � � � I ���� �F-� 4. B.I.C. DENOTES BUILT-IN CABINETRY FULL HEIGHT TO FINISHED CEILING. - W1 * --- -- o �k !--_- -' - , � _,� I LINE OF DEC � 5. S.P. DENOTES PENETRATION THROUGH STEEL BEAM. � � 3g ,_ 6 �� � 9E-G_K ; K ABV. � ; / f _ , -- , - F T ; -�:� ; � � � � YP I C,�� � � -- -- �, ,� f,�� - ECKS U� --- --- � N� O. -_ I _ — Fire S rinkler Plan S mbols Number of S rinklers S mbol Descri tion Total This Sheet: 25� ITOTAL TNIS FLOOR) Total This JoL 1,33m pt���ng FIRE SPRINKLER PLAN Job: � y p ONE UJIL�OW �RIpC�E R0,4D 1� � '� N draulic Reference Points 5 mbol pe ree Descri tion K-�act. Thread Quantit Contract No. (�5-3(�8�4 Revisions: B pate: � � f�� ������� I�N �N� fN���� �1�� ��N��������� ° y ,� �� � � � y� U,��� U������ ����� ����� �u��� ��oo� ���� � � X-X Elev. Below Top of Steel Qo 155� BRASS UPRICsNT QUIGK RESP�ISE ON I SPRIG - vIKING M vK300 5b 1/2 I File Name: C:%Dwg�2UJillow%OUJB�P-l.d �ARAGE PARTIAL SUBMITTAL DRAWING WP 6/8/2005 � � � X-X Elev. Above �inished �loor Q 155? BRASS UPRICsNT QUICK RESPONSE - VIKIUCs M VK300 5b I/2" 3 MECHANICAL ROOM OVERHEAD BULK PIPING REVISIONS WP 6/24/2005 � � ��ION�: (3�3) ��9=���1 ��X: C 3�3� ��3=���� (TOS 2�-I(�) Elev. of Top of Steel QQ 155? GF�ROME REGESSED PENDANT QUIGK RESPON� - vIiCING M vK302 5b ���� 6 Prawn By �1.PE?ERSON GARAGE PLAN REVISIONS PER ADDENDUM #2 WP 7/15/2005 V�I�, �O 51��� ��1� �J�s� I�old�n �I�c�, ����/��, �����C��� ��/��✓� 8-6 CeilingNeight � 200z WNI7ERECESSEDPENDAN7QUICKRESPONSE - viKi��lCsMvK302 5b i/2" 3 1st FLOOR/ STANDPIPE PARTIAL SUBMITTAL DRAWING WP 7/22/2005 Gontractor: �- penotes Nanger Location � 155? WI-{ITE CANCEALEp RESIpENTIAL PENDANT - vIKiNCs FREEpOM vK438 4.g �/2�� 206 Scale ,4S 5HOU1N 2nd FLOOR PARTIAL SUBMITTAL DRAWING WP 9/16/2005 �RON�IER �IRE PRO��C�ION INC. � O Rrl I��x 6-m Rise up or down �°' 155? UJHITE RECESSED RESIDEN?IAL PENDAN7 - vliCluCs FREED01•1 vK436 52 1/2" 13 COMPLETE BUILDING SUBMITTAL DRAWING WP 10/21/2005 � pate NovEMBER I�,z��6 2�1� UJ, NO�p�N PLAC� o � � - �- - Existing pipe and outlet � 200� WI-41TE REGESSED�IORIZONTAL SIpEWALL QUIGK RE5PON5E - YIKINCs M vK3�D5 5.6 1/2" 5 4TH FLOOR REVISIONS SUBMITTAL DRAWING WP 11/10/2006 � � S�A�E REC�IS�R�4�ION NO. ��G _ ��_ New Nead Location H" 155� CNROME RECE55ED DRY HORITONTAL 51DEWALL QUICK RESPONSE - 7YC0 DS- 5b 1/2" 2fD UN�T 308 REVISIONS WP 2/26/07 p�NV�R, �� 5���� � Approval By VAIL FIRE pEPARTh1ENT � � AS-BUILT DRAWINGS SM 5-29-07 LLl z - z � - I= � � - � - � 14 i—� � — _ ��_ _ � — FT. Q q � � — — _ERS FP-2 \ J � � � � � � � � I - I — — �� ; _ I _ �� , — � � �- � � ; � � '� � Z �I � �� � � � � _ ; �' _ _ , � � � _ ' � � <137'-0"> � I _ � � � � - _ _ �; -_ __ _ �. — �o�-o�� � . - o ,_ � __ ��� � � - `�;� _ : � � I -- _— �� � . _ Y . _ - , , _ _ � - . o� ; DEC � " — � � � '� � � I �;� S TO A GE 4 - � K --- I � w�o -- � � � �� R1 _ � - � � s'-r� - � � ' I �r� � � CO � �, �� � �' '.! � ° i � ,� � - � - � � � BE �0 0'-0.. - ;;� ��� � �, _ � ;' M 3 ,� �, � STO AGE - R , �E� � C� `r � -� 6-3i2 1 � _ K - ST/�� _ \ 1 `� °' �� 18 2-0 -_-_�--- ---- _�- R 5 j I II o - - � O �V ;� .___ _. . _ ,. � . �; BEp�� __ -- � - � - � ^ 0 6 _�„ �, � 2 - / _ : - ; .� 1�45•,0 � ' � �'-s�� �� , o -_ � � � � � �n _ � a � �� 0- 2� ' � I �I � � I � � �' � � � � � � � � ' -- — ��— \ HYDRAULIC DESIGN DATA REMOTE AREA 13 • = I 21 1 C7 I --- � h4s3 "� I� � I � —�y' --�-- � ;� ��3� � BED J - III � - � 43'� .. �� ,��I� � I • �148'3 I � I 7�-0° �I OQI 3-- - __-- I . ' / // �\ � �`E� S � I ' �� � � -,� 3�-10" � � -� TA � �I � i o � � _ � �� D S GN STD IRE�DE�PA�RTM3,�2002 Ed. s'-�" �I � C�-� �R 6 W.I. ; � �� � � � � ,4 • � �� � � � � \ �� PIPE TYPES / o ; _ s 1 so �� � , � 7'_2.. 142 8 � MAINS YOUNGSTOWN BLACK SCHEOULE 10 � 148'61I � I � I BRANCHES YOUNGSTOWN BLACK SCHEDULE 40 - � , i CL 0 �, 2'_7" I � � — � � � � � � ��� � ' ; � _ � 148'3 �� • I�ae•o � �� 4'-�•' � � � ;3. �„ �' �° � ; 148';6 � � �'-8" � � � -_ � � � � � SPRINKLER ORIFICE �/�6" K= 4.9 & 5.2 � � � �� � _ �_ � C �. 145'7 � � ! 2'-7" ��� � ; , 8E � FOURTH FLOOR UNIT 403 _ � � � � � i i ' � ' � " 9 P AREA/LOCATION - — � � � ; 10, 12 � � � � � � N � � N� I � „ �� � � �„ ; ' � , , 0 � # OF FLOWING SPRINKLERS SEVENTEEN � BA TH 3 ��� �� � � � °' �� � ° ' i ; � i 4�'.] ��' �� \ �c " ��'�' ' � � �� � � �°0 �� � o � o �� ��''� I � � -��P � DENSITY .�o G.P.M. PER SQ. FT. OVER � � �� � � � �= � 3,_ � � -� � � �.� � ; �� ' .- � � = _ ,� \ REMOTE AREA TOTALING as� SQ.FT. ' Y , �I �I � ` �q N ; �j a 10" ^ N 'i a � /�� I Yn. � ,� II I ^ I ' � I \` � 'Ey � ; ' . � ��- m i� '_ p � `- T • / 483 � � � u � . / � � � � � � � � � , � ��. i� � ` \ �� 2'-4�� � Oo - D � �� � � ,���4 ST DN �_ � P c� � _ - I 0,- 12 -- ��� � � , . � � � � �; , , , � DEMAND AT BASE OF RISER BoR � � ' I,� �I �' ' z�, �-- � E;1 < 12 _ : � � 148•�' � ECK �- 4��,? , ' FLOW 3os.o GALLONS PER MINUTE �� .- � � '� , _� _ , � � , � `� - __ , , � � ' 22 �� � _g ' � � , � - 1 � � / � � � � � � ;, a� � 8» � ; / / � �'- � 3,z � ; � � ( � PRESSURE 80.� POUNDS PER SQUARE INCH � � O ��� � �_ -__ �" � ��� � � ' 63 , > � � 6 � � _ j ! • I,ae'o /, � / �� s _ 2� � ; � '� �J � � � --- _ �/ � � 1 • /,4s�s s � 9 tl � \ INSIDE HOSE STREAM �oo G.P.M. ;- � _ 1 � _ » � ,��,i , i i ,; I �� ' � rn i .� � 0-4 1 � � ' ' � �`� �V � � 0-8 �� 4 STP '� ' ' , ' '� ,� ' \ N `� I �� I �- 9 rn ,! ��� � \ - DEMAND AT SOURCE CONNECTION R� O 23 � ' N in -`n . /-- _- J � ..�ti� �- � I _ v ^ � : - � \ l r/ N ��. � 0-8 149 9 ' � o ; � , � � • �i4s 4 � �nWN — � �.r,,� u� °�, �\' o ��. � � �" v"� ��_ `� �� P - FLOW GALLONS PER MINUTE _ � , � 1 � 4os.i � � ; - • • �- - � 0-6 s 1-9 � , ;___ , � o'� � ,_ � 8 � �� � �r � o �� ; � " � N � � _ i 4 j ^ � � < , . , �, �, . � ' � ��` ss.2 POUNDS PER SQUARE INCH � i � � ; � — � 4 � -- ' � � � � 3 SPK l � � , �_ _��,^ ,� . ,� R s R 2 ' � � � � � I � - __, E HOSE STREA .P.M. . � � 65 � � s� �n � �- � � � , �,, - o- / ��4 � � �' �'�P OUTS D� M o G 4 � � �� � 4 �� o- � - � s- 3 r -Q WN � I 2-3 ��4 TQ ; °' �''' p� � � � _ - ' �o ^ � , . . � - . �p_ _._- 3 � - � 2 64 j� o � 1 0 2 �_� a, ;�; q._ ��� � ;; �LET � � �,�� � � 0- ; � 4� 1 � � 1 ;; % ��� 13', 6" �� �`� � � �-� ' r � � ' -- - �� � 0- _ � �v\ . _,-.i ;, ,�� � 81 1- 1 7'-7^ i �1- ii' 9'-0 /1 c,� ' I'��8 E�:z f __ WD �� 5_ 1 I , _I 10 ' - J p 1 -11 ' I 9'-0•� � � ,. /�;� ;�� � � s � � �_ � � ! � � _ � ; � �� 1�z 1�z R , - � - i �-� 1 � ' � 3-� ��, �- '� � � Q-/ � ` II � � CALCULATION NOTES. � „ ■ 20 �--� 2 1 � i-- � i ! � �, ��� - I_ I; � / �z - ... N . — ��` O i I� �� . i / ' � _' �\/ o � _- � __ -- � � 4 2 �a � � ' �- /i4�'it 1 3 i �' i � / -- 1. LA LERS � 3 �,� _ _ 1 � � 9 � 9 � " v �- „__, " __ � � _ � - RGEST ROOM PLUS COMMUNICATING SPACE SPRINK ^ �- . AA � r, r� _ BAT _ l I �, � � 0 /� 9� — - - 1 �"' - ; ' — DESIGN METHOD UTILIZED PER SECTION 11.2.3.3. 2 - 2� 1-p � I � - , � , , H L ^ � ,..� � _ ,-� I � ' �J L-'_=1-� � sG� 0 2 ��� - ��� `t 9��� ��� f � 0-8 ' \ , � 1� � h5 I o �„ v � i� � �� . , �� _ - . 0 u s -- � c� L�,, _ co -Q_ � � � � � -__ , � �o� ' �. l � +14_, � 1_ � 3�, , I -- - 9'-p" --- --_, � � e' \ � ; � � d 8'-o I°'� _ C�-�� - 2-6 � � 0-10�21 � i- i 0- � � / , � I _ = : _ `� - , _ --- �_ �. �'' ,d 9' .. n" C T ^ � _ i •r O N i ,� i \I/ �; y"/ ��v11 � _ � , ^ w , O � W cv ` � 1'4 � , - �. �O- . . � . . � � � y' J i a l�P� ,�' 148'S ----� .�-. � � w " , . . � � � . - � � 1 i N � °� , ; I , -4�z � �QRM,6' Q � 1� \. � ___ � 2 2 ; H \ / 7 -1 � �� i BAT I P' � � � _ � i �i \ � � '3�I- 'z * � I� � ^1 ; ; � °' ` � ' , , u' r- iw r 3 `*� \ '�, � / _ . / -- � =,_ � . - - - � ... � ` r I. , �' I 1�2 3� \ � N �"� ` , • '� 6" 7-5 - � "_�„� _ __; �� _ _ ,n _ � p ,�, c�:� a , , �, i - - I �i � " .t� „ � . . . . I _- , N S-�1 , � � � U 1 - / „ � i I �� 6 ., � z _ � . J - EDR� , � � ^ . s� �, � � � . � � � � -5 -- � � �, _ �� � _ ; �M � `� � ��4 �� � � � �N- � � � I. � i � _, i � 'I . . . ��: o ' � � � 0; _ \ a 1 •z',� ,�' / / � � r ------ ---�__ ° 3� J 3 � � I �'1 � I - - °' � -- - , ��2 �' � � � \_� , - -a 0' . ' _ ; - _ , - e ------- I � , , - , o-8�z - �-�e-� , =�_ �� � . � � �, ;" "� , � � 2 , �� ; ; o�� � ^ � ----___ --- , ; _ � -: � ,� —__ _ -_ N o�i i� , - �' ;��, T � � • . � � __ - __ A � 7- �- -' c'� I 0 ,,. !� N 1 2 � i � I, I I N N�W-- i _ _ , h ; - . . . . . � �:i � ' . . � � . . ,� !� /�\/�� �----' -�� C � I- � . �. � ----- .. 'i . . Cp � ��, , �c �k ' . . . .*.� r �Er � � . . �^ - _ . � o. 3-4 �,2 �, MECH. � � (� � �r SHEET NOTES. , � , 9 ' � � - :� . . , ' . ._�. . :� � N \ . / _= �� � �' ��� � i � r� , g�l .. -' • I I ; _ . .. N r , m � � � / , / � � � //! 6 • , � , � . 9_ ., <�. . . . � �. � 0 0 6 8_ t _ .. a � 1 .- � , � I � � N K �,- �� � � - , - , , , �. . I `� �- ci-,EN �� � � � ,� s _ , /�' _ ; ; � � „ - - � � --�_! N - � � IT � � 1 i 1- � j -0 o r�. ,�;� � � � , - � 1. 2 /2" x 1 1/2" NST ADAPTER , . - " , �/� � 2 0 , ALL STANDPIPE HOSE VALVES SHALL BE EQUIPPED WITH A 1 N V `n__ � , o � - � � ,ti , /n , \ , � � � � � � I ! � � � 2-1 (�'� O I, 1 1-1'2 Q �� ---9--__ ��4'-4" �n � ,�, 0 - ,/o, / . ; i , . . \,, .�� ' '`�\ I �t` WITH A 1 1/2" NST CAP AND CHAIN, ALL CHROME PLATED. - \ � � 9 1 � ` o � z I � � j 1 / . . . ' � , ..______ .�.•i I ^ � _.,-: . . . � . '� . . . c- � O, / �'... . � ''..� j 1/ ' / � ER . -- - -.i i _ = 1 4-11 � ��z__---_ -- , G � a\ \ 9 � s�. /'�' � �N'� --, ST H N �? I N �n Q1 8 -9 2- 11' ! � -. g_ � ' ' �5 1�z � .,�% -= � �� -! � � : 2. RESIDENTIAL UNIT CONTROL VALVES SHALL BE GROOVED BUTTERFLY TYPES EQUIPPED WITH Bq T - � � i 9'-0.. � - � ^ _-1 1 2 '_ N 3 ! ;h 1 ; 4- ----JOFFIT 10 2 - 1�z �,, ,�� - '&. ' 4= o o � i a ._ � , � �� � O h4s's W.�, ELEV,�,T 2 3-2'2 -- __ � _- I ___ �,�' 0-6 _ . __ �,�9� _6,2 -_� / ��r,� � g� ir � , . � ,,,�� � TAMPER SWITCHES AND A 3/4" GLOBE VALVE AUXILIARY DRAIN WITH GARDEN HOSE THREAD 4'-0" C�O. �. ���R 4 1- 0 - _ --_ 1 .- � I . � s=, --' � '�2 8'-r,°• - - - �(;�► � �,� _, , �, - `�� ADAPTER. s-o�• - �\` -- �,4 , --�-��531 I �_ LAUN. , ,Z 2 r2 \ r; ,\ _ _ . , il � I �, . .. � , 9,"� � , 1 �_ i 5 c� i o_� I . � � - � 4 \ ..___.— � ,,.. ' ' " - ` I --� I!� �" � I o � � . . ` �� - �'" Jr � �" 1 g 3. UNLESS NOTED OTHERWISE, PENDANT SPRINKLERS ARE ELEVATED AT +147'-4" OR 8'-1" �� rn 2 �. E�� I _ 0 �i 1 s g r- 2 �- - _ _._ i- g ,,� � �� ' ' � � � , 0-5 �iaes ;- - � ; p- ._ ., __ �_ �'� \ � � 3 °__ C)' ��� " BATI-� � >. . . . . , � �; „�'� .. '� �, / ` / ABOVE THE FINISHED FLOOR. +I I - f � i �` , , - � (- a � -- ; � , - �l ! � i ; ��z �N� �- V�`�� ,5' ,�� , , � g�_o» � � � , � —_ _ � � --- � � \ � ,ti� J I r; �, 0 — /� � 1-�2 � LP` � ,- ��� , __ :___ � �� - � - '-�- 6' ,� , __ _ � �___ . .' � . , � �r c� , ��o� � � 4= C ���� % � I . � �, �_ `, � 1� � �, � �- �-�- � � � � - �-`--- � � 3 ,� � --- _ r �� � ��� . . � � ��� ( -'�����''� '��� " � r' a � A � � �-�� � �'����� � � � � ��� �;, � �����- / 4. CEILINGS ARE 8'-0" A.F.F. UNLESS NOTED OTHERWISE. VAULTED CEILINGS ARE INDICATED BY , , � � 149 1 , --��q�l„ i _ _ � . --� _ ' � � ; � 1'� 4-g - - -. j- 2 �2 � �p ,.�,� � `L g_p.. --- o _�__ _ i q._ � � � / .. ,, : � � ' �'"l��v „ 0-1 1 '� 6 2 G � THE PITCH AS NOTED ON PLAN 0 -� � '�9 - - , , , �' I � --4 2 ---�i t o . �,� . >> . �\; � � ,� a��, 8�� �. O \\, � Ft P . 5 N 2 2 _---- - � Q � ' 61- „ - i ; � . _ �_ _� . . . _,`J. � � ; i; � � ✓.., ' , , � - +��.� 2 �4 w "� 5; ----- _i 53's -� � � . 1- �z �, 3�,. ' \ � �' �' � �� � , 4 , , A , o, -�� _ ,.�_-__ , . „ � � � -m_ I 1 2 N �. �, ' -6 � � �'�; / , ' - 5. THE AREA/DENSITY METHOD IS UTILIZED DUE TO THE USE OF STANDARD QUICK RESPONSE � 9. � � � - _ � •�- - � 2 \� � � � ��G � , , y^ -- � ,\ ,\ \, � _ � ----- ^ �j � � �. � ' HEADS IN VAULTED CEILINGS WITH GREATER THAN A 6:12 PITCH PER VAIL FIRE DEPARTMENT I � c� I @ � -- �� .r � �, tso't� I ��-1 " ' � � g-0' 1-2�z /; ,�- ::- _�_ \, � �- ' 2 `.�\��,�, 2 , 2 � . � '- � DI � � �I ' ' O ; , � , ' ';;, p�5 \ ` P�N'� � 1 = SPECIFICATIONS. THERE ARE CURRENTLY NO RESIDENT�AL SPRINKLERS LISTED FOR USE IN ` I. -- NIN I, � . / ;= �� � 2\\ � � cI� _ 0 - � , ,� —_ -- �; � _ � �/ 0 _ , ;-- �°� �as , �__ __ � � � \ ���� ' __ � % -- ?' 8�,�,r,,; -- � o �, ; � .._ 'i' � =- ,� �, , ' �,'. � �^�� y CEILINGS WITH SLOPES GREATER THAN 8:12. o� -� o-s�2 � � ---- _ \ � � Q ``� -_- - � - __-_ TOILE , � � `� o,, , � ,, � � � � - � • � � ; i i � � „ , , r � isi � - .✓ g` � � � � � � _� - i d •4 -."'.___�--_- w C_ _ � '..� c. n�i � - 2-2�z 1�a I - =" � / 6 ILIZED IN ALL VAULTED CEILINGS WITH A PITCH OF --_/ I � � . I m . . � r�rt� __,_ . ^ .� , __ 9'-0" � � 1 -°' �ti�. � --- ,\ - � , ��, . CONCEALED RESIDENTIAL SPRINKLERS ARE UT '- _�, --- � -. 0-4 . ,5r� � co G o 6'-4., °�- s-o.. \ � � � - 12' , " ----- -- '* 5� �2 � ' � �� $ z ' \� - ' 4.12 OR LESS. RECESSED RESIDENTIAL SPRINKLERS ARE UTILIZED IN CEILINGS WITH PITCHES J , � \ // , � « ---���� � �� " , , ; ���, � �4° �. I � a4Z1 �— 151'7 � N °�� ; STUpY ; � i LO:��� � _ __ .� � �\ � � � , �a� � �� \'\ GREATER THAN 4:12 TO 6:12. I /� , �� � �� , \ � �v'�? 1 � � 151'7 � oo w nl � isri� c�c � 2'� "'� 150,4� A �Q �, 1�� �� ���'" � � �� I � `= �- 4,, N j , / / __ � = m . � � � � � - 15 � � �� � N � � ! �� �� � '��� �� -----___,_ 149'��� �` � i � ' � -�' '� -; ��-; '�;� �� � „ � � . ��� � � �P o � , � � ���, � 7. ALL SPR�NKLERS IN A COMPARTMENT ARE DEFINED AS FAST RESPONSE PER THE DEFINITION IN � � 4�� BEAM �j 0-4 r� I ' �' ' ` �----____ J ' ' '� `� � � SECTION 3 6 O COMPLYING WITH SECTION 8 4 5 3 , i co i 75° i4r� " I� � c� z CO - B;r�TH �' � - a� /• �/' � \ �� �,�5 � . .1 a 1, . . . . � _ , _ ' : � � N � -' 148'1 1 r-� � � �� i # � _�. , .� � �� `, , � / � �� _ � „ � . . , , �. , 4�, --- cv c� _' ° '�' // 9'- �� � � � , � I PE _ � - ' , �� � � I�, . ; NTH�� E IB��� ��__ , �_ � -� �- � � �_+ _ � -�, O - Q� � P � o - - �� � , - , � /� - S 402 � �- �,-� �� � � ' I a -8 1 ;a 2 `- , •, ' ` �� - ;- � �;� ,5o I ��V� � ; . , ,�� .- � =_- � -�o _ :�. �� ��2's /�� � ,, � - ` DESIGN SYMBOL NOTES: , +i�o . » , �� � \ , � � -�� �_ , 150'1�� _ __� OM � ' � i � ' � � � � 0 ,. � �- � � N , ,� `�1 O N \�� _ 6 N A N � � � / � \ V� � � � � I R ^N � ?' o' I � _ � � � PC $ o , � �- 4� �» � � � � -- _ i d- _ ,> � � 4,- » cv 0-5�2 ? 2-2 , I i �I � ^ • � � ; __ I � > 5 � , \ \ �,, � � ,, I �. � / �(? \ � � -� � � 4 g � _ 0 � \ � 149j v- j � � � � I � ������\ a , `��' „ �� _ _-- � -%� � Q 1" RESIDENTIAL UNIT SPRINKLER SYSTEM AUXILIARY DRAIN WITH ID SIGN, NIPPLE AND -- ^ �� I , �\ EAM �- � _ ,. - � j _ , / -� ", ,� Q ' � \\ � � , �, � ;, i M 2�-10" ��\ " GARDEN HOSE ADAPTER. TYPICAL FOUR (4) THIS SHEET. ,- - �� �! � - p ; I � _ �r - �� - � ' ,as•,o M , �9 � ' � Cj� M � � =- —-- —�='� � ❑ �L 0. � � «`P a 5 � `� '� � �;�� ; i , _ _---' ' ' �' ; ' � ! ; - � " D 60 ABOVE THE FLOOR SEE , _� 7 - I � ImJI "// . . i _ 4 '-'tA�A � I I � . --- 6'-4^ N i ��I � �2 „ � `�, � , � � �_ , i �`� � � �- ' � 1 � TANDPIPE HOSE VALVE LOCATE . - �� --- �. - � � , �-j`- O � - -- � � -�-�-1� -- ��.. �'4�> �, � ---- � _ _ _� � � � . I� i�� 1 2�� � '� , � rn _, . . . �, � ,� �,� ��, �� � � I �� „ � � � 2 STAIRWELL EQUIPPED WITH S " � � , � , � � , �-�� \� ; C� DETAIL A ON SHEET FP-2. � T`_ � � �- 1- z � I 9��8.. ! � � If � N � ..— � (Q- —. . . . � � _ _.. �, O_ . .�' . � ^ p� .�� .� � � .. . / �' ' � _ __ . . . . , ; .-- - —. i ,.�� '->%- I� d' _ _ ta • - -_ �,..�, �� __ � ' '`` ��� / � . . . _ J -' ' �, � � ' ' 6'-s" ol " � ° _' ; I ; �I �4,,j� 6,2' �; � "���,,= ,��� � � ` '�.,\ ` � EQUIPPED WITH STANDPIPE HOSE VALVE LOCATED 60" ABOVE THE FLOOR. SEE ,� ^ I N � STAIRWELL ,;, . - � ' � .- �� �_^- -- ; �s,.4 � � � ` � � z �� o , � 'z o , ,5 $ � 151' � , � � ;�\ I DETAIL A ON SHEET FP-2. 10 � � � '- 148'1 ' 5;, , i � � ,. 1' � --_ I ' / \ ---� � �- -7�2 � � � - � - _ - � �- �;� _ _ � �/ - � � � 6 / -�D.;/ 1 , � �� � \�' �j P ��\ _ --�� ; _ ___ , � - , , y , � �� � � � a � ; � �. I i , i, � ��" / � ��Q � � rn � �� \ \\ 6. � � � � _� i6i' � ' � �- : _ �.�. � -- � .- � , � \ N � , `�--- 4-5 �r� -� I ' cv °' j ; iaa� 144'4 i " � ` '% � �� N � � �� � \ \ R��M ; � ` I --- _ � � — " , `\ ,%" � M OO � ' _ \ � � � ;/ - � � �,, \ � PIPING SYMBOL LEGEND ' , ; _ - � ' � ;' �--- � .. ' 3'- � , �� � ' -=-- " - �� , , , �� � 1�F ___ ` - I = _ 0 0 " ' � � � �� �� � � - � 1 � I �h147�D � � ;- � ;< --- � -s--� � 4 � �/ '`�G �� %� �` ='"= /'�a�, � ��` � � �� ���` gA,Ow � � ���� �. � p�2 � � � `� � SYSTEM RISER < SLOPING PIPE IXX' HEAD ELEVATION , � � � —�. � o , �N� . � � r�' � , � - - % � ,,� ��,� __ � � � � A ` \ , � � � � ' � � j - -- � � O �a. / ,� � � � � � i 1-4 �.o�� `� \�� o PIPE RISE PIPE COUPLING XX WELDED PIPE FAB. TAG --_- ---- , _ , - - -- _ �; ,, � �-= � _ . , -- / , _ �_ _., _ _ ' � � �� - V . � � ,. � ��I-- ,��> ; � , _, '" � - ,% 1��'� / 9'� � ; °. � ; � � c\ I 11+� ' • PIPE DROP / PIPE HANGER X� THREADED PIPE FAB. TAG � ,, ' - � � ;� • _ , � - _ , -- ��' � , � r-., ", :-� 1_ � ` - �, ��� 37,4 � � 1 i Q, � � � i / '"� , � \ ► PIPE REDUCER X X HYDRAULIC NODE 4-WAY EARTHQUAKE BRACE %' , � , , ;�' _ � is De � _., ,,- -_ � � � �@� ; � , �. � � � � - � _- � � y_ � __ _ � �� 5�_g � � RqGE �� �� � � �� � � � �� � � ?�� � � � � � � � � �� l � � � � � ��J� � � � Q PIPE CAP x'-x^ PIPE ELEVATION f 2-WAY EARTHQUAKE BRACE ST ��� _ , 1 , __— , - � � 0 � ,, 3 , - � � i ,� � +15?'1 �� z � , i� - I J � � � � � ;�-� -- .__ , 0-6 -- � ,. - . >. . I __ \ , � �- ■ _ ' � 1 � � 1 15 , � ��• ^� 1'4 � -- - - , �o� � Q_ • < - - � - lI ��i , °' -i 1 � � � _ � - ---- � � - �� ��-� � � ` �� Z\ �i-148 S �' 3'2 5,� ( � .. � �. � � � '" _ �,n85 c\ ' �� / , -- -�� � � ��/�, � '' -- - - -_ o � _�_ - -o � � j ; „ 1 _`� � �. _ � � - - _ � G� _� � �� � r � '�� ' � , {� � ` t' � ' - � � \ � �,2 � �r� `� ! ' ��__ � � � �,� 2 A2 1�2 '`--- W z � 52 6 �'� NEN - o � �Q�� 3 49 _ ���' � � � � �� 1 Q - -- _ - \ � r , � �� O� a, / � 1 , - � w �� S � � ,� -� _ — � �, o m m L �, , �� � A G „ �- ,"`� ,o" /� � , r � a �� �� \ e �� � . � � A �' ;; =� � o ! � � � R �_ � , � � � �,�'�����, �� � ��,�� � 9-� � � �,� �;, � � , � �,,� , �� N FOURTH �EVEL CENTER FL00R PLAN � � � , , � � ;i _ --- � � �- � � � -- � ' � , r ��^�``' S-% � � � ��_ ,� �� � � ��z � � � �, , �, , � � < � � � � - � � � � ��, ��� �, � � � �� � �� � � � � � i �� � �, �`� � SCALE: 1�4" = 1'-0" GRAPHIC SCALE IN FEET F P—Z A � s� I = r g\• � `, �4 6 _�_ N � �' ,��� � \ \ \�� TOP OF FLOOR SLAB: +139'-0" U.N.O. /-�+� I , ; . _ a 1 � ' 3 � / � % v' � \. � „ � ' , a YV� -" ' i 4 � ` � �'� � �1 ! � G_-10 2 � �, ! � , � � FINISHED FLOOR: +139'-3" _ � � ---- � ,� 4 �� ��4 `P`i� 2 ♦ � ` �� O- �' ,,� \ 148�6 ROOF CONSTR: ETAL DECK OVE STEE BEAMS 0 1 2 5 �'� I 40� 1q , ,-'.. ,,./ 2_4 ✓ `, ��� 1� ` 12�$ �� �J� 1 \\ CEILING HEIGHT:MVAULTED: 8'-0"RU.N.O.L � �N �� \ \ � � �.� � /.,L� . �\ / \ �3 1_ �P t�� PROTECTED SQUARE FOOTAGE: 12,700 (INTERIOR) � '� - ,�0 � '.__ \� ��11 � , � � ,' - ` � j � �� 1� _ - � ?4� -4 � � '=-- _ - , �, `� �� � FLOOR FRAMING NOTES: ..,.... � � � �-� �� �A� . <</�'�� � ,.�� ��. '�\� 8=/} �- . \ ,, ��_ ��� ,-� �. � .2,��.= cn � � \ . N 1 � .. �-�� � . � � � � � � � �ti� � � ` � � (�3 � ��. s- l � �`� � 1. �IN L p, � j�,� ;.- �� - ,� � � ., � ��,�� � � �� , ���� _, /� � DICATES TOP Of CONCRETE DECK OR SlA , UNLESS NOTED OTHERWISE , � �' � � � ,%. , �, a�,,� ���� � �� � j , �� ,� � , � , �,,4 � z � '�-a' ��- _ � ,49° c� � - �� � � - ���A, i � " ��1 � � `1 � --� ���j _ � ��5, �� � 2. (XXX'-XX") INDICATES TOP OF STEEL BEAM ELEVAl10N. � � 1.-9 z ' ` u-�_ � a � � ��� , � „ � �: o � � � ,� - 'I�- , � ��� �� �� V � ,' �� � �,�� � ' � �� � /�� � � � 1 y �� V � ��,i� / � ' � �� i� �� , * �NDICATES TOP OF STEEL BEAM ELEVATION = (150'-7 1�2") ��; � .. �� � ����' j�� 2�a \ ? ' /� � ,, , �.�,. , �� � R E M O TE A R E A � � �� � '" -�" `� �� � �� ��V �� � /��� ��%� � 4 �`��'��� �� �/� �, �� ���������(N � �'�� ��� /�� � � � 3. GXXX'-XX"> INDICATES BOTTOM OF METAL DECK ELEVATION. �i"� � � � � / � � � „ � , , �/ �/ - = � � ' �I� " �, , i � \ � v � - � 2 � r 149,-r� 5 0- 2 c�: 9'� 1 ` �r 1�' / .10 OVER 881 SQ. FT. ��-�`� �' / � ' �;" / �I �, " „ „ � /,�1 0� 4. (XXX'-XX"] INDICATES TOP OF PRECAST WALL ELEVATION. ; r � 2 . � ,, ,, , M , � � , , � � � �\ / ' ] / / ��� \ 1�n � � " , g� / p � �J � � �, , 1 / FLO WI N G S P R I N K LE R S ��� �� � � � �� �� a�2�� � i � �G �, ; � � � �' � 4� � _ ���� �� ' � �� � 5. B.I.C. OENOTES BUILT-IN CABINETRY FULL HEIGHT TO FINISHED CEILING. \ /// \ \ \ R+ � / �' I�I N' 1 ���5��� / // 6. S.P. DENOTES PENETRATION THROUGH STEEL BEAM. /� � �' � - , �- / �� , �,��' s o o � ,��; ,, � 1 � � , �� ��� , �� � ��� +150' �_� �" � � � � � � � �.1-1�� iS � �� `s. , , , , � _ ' � i � ,� � �, � � � � � � �. 7 �� V �� �� � U� ���� d 'r �t5` ,� ^j q�� ��2 � A � \ � � � . . , / �c:t� �� � �j/ \ y\�� 1� � , �� ��2 �� �ti> ' /� \ 8� / � � O_ v, / \ " � - , '`� , .� r- 1 r ;�� � �a � � '2 r r� ��` � � � �� � ����" r�� \ ~J lJ ,x 4 � , �;i � � `, � \. �l �� �� �� � � ' �z � � 0- . �� �� � � � `� � �y;� � , ��. �G� ' � � � �^ � � 2�1 � ,�^�� s �" �� j 9,0 0-4 ,. 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Thread Quantit Contract No. (�5-3(�8�4 Revisions: B pate: � f�� ������� I�N �N� f N���� �1�� ��N��������� y � �� File Name: �� � � y. U,4�� U���,��� ��u��� ����� ��N��� ����� �� � m � X-X Elev. Below Top of Steel QQ 155. UN.O. W�IITE REGESSEp PENpANT QUICK RESPONSE - YIICINCs M vK302 5b i/2 2'1 C: 2Dwg�2UJillow�20UJB�P-S.dwg GARAGE PARTIAL SUBMITTAL DRAWING WP 6/8/2005 ��ION�: (3�3) ��9=���1 ��X: C 3�3� ��3=���� � X-X Elev. Above �inished �loor � 200? UIHITE RECESSED PEND,�Jt QUICiC RESPONSE - vNCIUCs M vK302 5b I/2° 8 prawn By �1.PE?ERSON MECHANICAL ROOM OVERHEAD BULK PIPING REVISIONS WP 6/24/2005 V�I�, �� 5���� � O (TOS 2�-I(�) Elev. of Top of Steel � 155? WNITE CONCEALED RESIpENTIAL PENpANT - VIKINCs FREEp�'1 vK438 4.9 I/2 110 GARAGE PLAN REVISIONS PER ADDENDUM #2 WP 7/15/2005 � ��1� �J�s� I�old�n �I�c�, ����/��, �����C��� ��/��✓� 8-6 CeilingNeight �°' 155?UN.O. WHI7ERECESSEDRESIDEN7IALPENDAN7 - vIKIUCsFREEDOMYK436 52 I/2" 6� gcale 1st FLOOR/ STANDPIPE PARTIAL SUBMITTAL DRAWING WP 7/22/2005 Gontractor: �- penotes Nanger Location H" 155? CNROME RECESSEp pRY NORIZONTAL SIpEUTALL QUIGK RESPONSE - TYGO DS- 5.6 1/2° Y4 �4S 5HOU1N 2nd FLOOR PARTIAL SUBMITTAL DRAWING WP 9/16/2005 �RON�IER �IRE PRO��C�ION INC. � LLl O Rrl I��x 6-m Rise up or down COMPLETE BUILDING SUBMITTAL DRAWING WP 10/21/2005 � � � - �- - Existing pipe and outlet Date NOYEMBER I(�,2(D(�6 4TH FLOOR REVISIONS SUBMITTAL DRAWING WP 11/10/2006 2�1� UJ. 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'� � �� . ��` � N- �5�'� � � N.F.P.A. 13, 2002 Ed. � ,� A�� ', " � +�50' �' ��� �,�� � �� � �� � �.���, ��'��' � � � ��, � PIPE TYPES ��, � � , � - � � �. � , = %' ��'� f� 7 � � ��, � `� � � - � � "j �� � � � `� � � �'� ��� S YOUNGSTOWN BIACK SCHEDULE 10 � /� o �. �r '�w � / �� � � � i� MAIN , �,;� �� �F'� � ' 1 a��y ,,,� � � � �� � � �/' Q_ i � � � / i \ % �/ � BRANCHES YOUNGSTOWN BLACK SCHEDULE 40 �� � ' _ „- ` � �� � �� �,��,, ,,z �� � �,as�� � � — � ��� �� °� — i ��2 � � � t- �,� -:�v,� , / N �� 3, N, ,� � \ �, SPRINKLER ORIFICE �/�s" K- 4.9 & 5.2 �� � � �o.=- ,�/ �� �� ' �� ,� \ � � � 0� , � �� � ����� , � � �\� �� � � � � � '� � ' �� � y �� , , `_ , , ' � � �,�,� � � � /2� � � AREA/LOCATION FOURTH FLOOR UNIT 403 ��� ���� �� � �� -� , � � �� �� ��� � ' � ^��� � � �� �� � ��/ - g-� \ -4 / �� : �P �; � W� , / �, . �� �. � ,.-- � '� � � i 5i'9 � \ �N�° �, DE�NSITYO.oING INKLEG P.MEVPER NSQ. FT. OVER SPR � � ---- ' / ��� ° � � � � � � �� -�: ' _ , , �� � " REMOTE AREA TOTALING 881 SQ.FT. � �� � � � � �' � � �� % � , 9 � � � 2 y� �����Z 1 r' � � 1 2 � � � > � �t� �� � � gv. 5� � ���t �\�� � � ,' i � N ' � '� `�15) ���� �GN• �� -� �_� �_� . . ��1 � �� 1����,� `,� ���y�� � � � ER BOR \ � � i , � _> � � � ����, , DEMAND AT BASE OF RIS � '" �� i� � 1� � ., � ��� , ;/ ��•� � ��' �,� � ', : � � �� --� � � � 2� � �3'� o � ��� FLOW 3os.o GALLONS PER MINUTE I \ / � � „ , � _ i ' � , �j , �8r2; �,��2 � � M �1 `; PRESSURE ao.� POUNOS PER SQUARE INCH . ., ,� \ -� � � � o_ �,�jf �\ ' � � � �as� �/9 � �� �, R�0 � 100 . . . - �, - � o , ; A INSIDE HOSE STREAM G P M �� �-� ,� �t'i� � / �%'�� . � -i�� � � �� �� � �� r, � V �,\ �- � ��� �,/ � ,� �� ��, � � �'� ������ � ' � � .�.�. �. jO , ,✓ �� ��� RC � � � � , S � rn \ rn �` , - � DEMAND AT SOURCE CONNECTION � ,,,.:v �. ,,, - "" ,, -, N �., v' `� /,.,.' , / :� ��� �I ' �` \ c� �, �; � c� � o , . , ,�2. � -� FLOW 4os.i GALLONS PER MINUTE �� � � / ��, � �,o � ��> �n �� ��, �, � ��.� � �� � �4�>�-- �, .��� � �� � �� � � � PRESSURE ss.2 POUNDS PER SQUARE INCH � � � , � � �4s5 � � - ��, �� ' G�0 -; �GN `'' `\� \ , \\ 9,0 , � , ,�4e5� '� �� � � 2 �` OUTSIDE HOSE STREAM o G.P.M. .�, - - - ;, � N ,, > L�, N � � � �� � �- � � M 1?���" 16� 1� ` � � � � � � -�6' ���j.� 'o � � G �,� 1- o �-�i�A\ rn 0- �� � �� / � � �Q� �\ �� -' ` � �` a ��, ,� � �21 1�\ �� ' /. �: 8 g,o' � �9�d' O � .� 0 16 z � 1 g�2 � `s ,� � CALCULATION NOTES: . i� � � 2 ��. , � ����� � ; � � --� � \/� �� � �� ' � \2 � � � � � � � �._ -. � � � � �� �, � �� 1. LARGEST ROOM PLUS COMMUNICATING SPACE SPRINKIERS � � � , � y�--f , .� ` � '+2 � � � \ ,� ,�. ` . . . � /� � � f- `\, DESIGN METHOD UTILIZED PER SECTION 11.2.3.3. 'L�j� �- _ , i . � � � / ` � . �YS� �A � � �f , /i „ ,;� 6'� ,�' ,�� J, ' / 0-4 1 10 /� � �� 1-0 �� �i 4 �� 2 -� ' ' �_ ��� - � ,. �, / ,? ,, ; ^. � � �STP � , , ; & D � 1 ;., , _ , , , ,C ��'� , , �'° � \ , � -�ERj� � /=% 34 � ,g,�2 ,/"; . , S \ ;� , _ ��� o , . � � „ ,,, - � , o; � � --h�.��n/ � y�y ��P -�N � , � - �� � � � 3 , � ; � q �'� �. � , .� _ , ; � - - g'o. CS ���1 R ^/� � `, �i P� p � �. �-rJ \� „ � c,� o�5 bs , � /�, , t'�. � �, �, , , , � �� � � � , � v ,i ; $-- �� L� �, � , �5 „ � , � � � o� , �� 1 �� � � 1�� �1_ _� � � i � ��� � ��� �3�> Sfl'�� _ � ', �._ � 149' �. ��,.. � �� �.�/ ��!` -8 �3 � � �' � � �� '�J , �%� � �,v o �� ,�.0-�.'� 1-2 � ��� � „ z � : � - ��� 6�1 � � ��PM �� � � 1��11, � �I�� , „ �`; � � � ���� � ,. ,. � � � ��. ., ,��= , �, � � � ; i" 6 �e � � � � � � `� � \� `� �� � � � � � ,. - 12' `p�� � ���� � � � �_ , � ���� � � �'.� . ,�, , � , , ` � , � � �� „ �RM� , �,. _S ,� ,, ���C 2,�,� z �':�. , a,� ��, SHEET NOTES: ���� � Q = g� �- g � Z� R � ,� � --�. - ��� - - } � ��, � �rt ` 0' � \ � � � - �/ ' . . � . . . \ . . . . . . . . . . . . �. �S � �� - � �o�z . � �, , �. �, � , �_ � M �o� �P'� . % ` ., 2� � � ' � �_ -� \ 12� � \ "> � 1� 1. ALL STANDPIPE HOSE VALVES SHALL BE EQUIPPED WITH A 2 1/2" x 1 1/2" NST ADAPTER � � �i / �� e �� ,�"�. � , � �� -� , A ,, �i2 -� � WITH A 1 2 NST CAP AND CHAI , ALL CHROME PLATED �/QI / 11 �g \ ��/ �-9 `s � " \ � - 2. RESIDENTIAL UNIT CONTROL VALVES SHALL BE GROOVED BUTTERFLY TYPES E UIPPED WITH 1/ " N % �� � ` � / 1�4 115 ��6' Q ,.. . � , � , ., , � � \ / : �1 , , ,- W -� �� �� \` _$ 1 111 \ � TAMPER SWITCHES AND A 3/4" GLOBE VALVE AUXILIARY DRAIN WITH GARDEN HOSE THREAD � ,.�= �{, � � , '- 1�a %� ; - s_ '�� ���� \ �'' \ \ �� \� �' \`� 149'1 _, ADAPTER. �" , s t - \ I \ 9�1 O '��,� � 0'4 �� �08��, \ \ � » \ . \ 1�1�12 � � `''- 3. UNLESS NOTED OTHERWISE, PENDANT SPRINKLERS ARE ELEVATED AT +147'-4" OR 8'-1" � - % N � �/ ` \\ i „\ � j �a \ � b\ '� a�c9, 5 r, ABOVE THE FINISHED FLOOR. I �� / / + , � �, � � � '� -�=� � � �'�� �. ��`�� ` � � � � � � � � �� �� � � 4. CEILINGS ARE 8'-0" A.F.F. UNLESS NOTED OTHERWISE. VAULTED CEILINGS ARE INDICATED BY � � /" ,5���1 �/,� �,�PM 1 �- - Ai � � � ` �� � g �0 � � / - � -�,, , � �-3 � 1�' \ , �i �- � �, � 0 `8 ` � ,� ��� � ,6 �� / _g�z THE PITCH AS NOTED ON PLAN. / ��� � � - / �� �� � \�� ',-� � � � I ��� � �� � ����� � ��, , � ,;= . � �=' 1 � $%�,:-�' � ��� �' �' Qv`S - ` ' - ''� 1 01 8 , 5. THE AREA/DENSITY METHOD IS UTILIZED DUE TO THE USE OF STANDARD QUICK RESPONSE �� ��; \ ��, • � \ �,�� -� 5�g 2, 0-8 ;� " \ k \ \��� � N�� ��U��� / 3�S ,- ' � '7 HEADS IN VAULTED CEILINGS WITH GREATER THAN A 6:12 PITCH PER VAIL FIRE DEPARTMENT 1 � „ w u L1 � , � � � `, �'��1 `z `� \� ' ��N�' `, \ � \ � �� 'y ' (� SPECIFICATIONS. THERE ARE CURRENTLY NO RESIDENT�AL SPRINKLERS LISTED FOR USE IN ���a. .., �� � � � , , � , ;a '�� �!.� � J �, ,� � � ; , \��-\ � y �� ,- 0 2 �_ 4 `' -� CEILINGS WITH SLOPES GREATER THAN 8:12. � — � \ ., �� �,�I�T 4�� ��' ' �� � ��o� ���- , �, ,o � � �� � _ , / " ,�- , � 1 � \ , � j � � � r'- i oi �� -'� ' � � � '�,,�, . ' �' 3'1 ` '�� 15����'� , 6. CONCEALED RESIDENTIAL SPRINKLERS ARE UTILIZED IN ALL VAULTED CEILINGS WITH A PITCH OF �-- \ �I 2��., -� `, ��"� . � � \ � i � i i 4:12 OR LESS. RECESSED RESIDENTIAL SPRINKLERS ARE UTILIZED IN CEILINGS WITH PITCHES �, �' � �� Q- � �� �r�� � � -� ���� � � � � 8��� - � -9�z � , � GREATER THAN 4.12 TO 6.12. � , ,. `� _ , � �,�,� �, � � 'C` � �,� � 6 � � � ' = . , '.- N .� ' . . / • �' ` � �1" 2 \ \ \` P`�� � ' 2 / \` �� �o��� � 7. ALL SPR�NKLERS IN A COMPARTMENT ARE DEFINED AS FAST RESPONSE PER THE DEFINITION IN � � '��� � ' �� � � � � � �.� � � v� � �,! ��* s � � � ,, � , � �-� �� SECTION 3.6.1(a)1, COMPLYING WITH SECTION 8.4.5.3. 0' 3�� c,, , / ='- " V > M ., ^ � - � � `�� EGa, o ,�2-� � � � r 3,S 1 � ' j W �, � O - j » r 1 \%' B 1 � / 1 - 7 � \ 4 Sl� �, J � > � o ��� � r � � � » _ '`°` � (�s� �.��i � V�, a 1-9�2 � � , �, / � U "" /�� -� 3 SPK DI���� �� •� �.i��� � ���� � �' � � � �� �,a ` � % � � DESIGN SYMBOL NOTES: i ` '� \L�� � � � � ° � � , � ��' $ Q " �� � �� � � G��' ,. - � � �. �.�` �' , �5o�s� 1 � � ��$ , - - 1 0 ,� ,- _ w., . � I WITH ID SIG NIPPLE AND - / ' '�_ g " �� 9�o �. � 1" RESIDENTIAL UNIT SPR NKLER SYSTEM AUXILIARY DRAIN N, !�� ,, � , ', � / Q,� - .% 5 \ , � � � , GARDEN HOSE ADAPTER. TYPICAL FOUR (4) THIS SHEET. , � ' i ,� '� , - �� /� � . �i � ��� ' � � � � � � �� , �� - � ��� s_ , ��� 3�� � 4a� � � � � � � ' � � �' � 1 ��, J � 1�, 2 STAIRWELL EQUIPPED WITH STANDPIPE HOSE VALVE LOCATED 60" ABOVE THE FLOOR. SEE 1 � �, �` "CN � ! t `� � � �.. ,,%" , , ' , ` 6' +\ /,- ' � DETAIL A ON SHEET FP-2. , . � g P o, � 1 4 � \ , \ ; , , N j � , ; R � 1 , ,, a 6 -/ � , 9 � (� MPS 9-0 $�0 ,, ��g N \ � / �o \ � � � '� STAIRWELL EQUIPPED WITH STANDPIPE HOSE VALVE LOCATED 60" ABOVE THE FLOOR. SEE „ � � � � � '� ; ���� � Ua ��� � � � o ��' 1- � 5�� � � � 2 _--- DETAIL A ON SHEET FP-2. _ _ �`� ���� �6 1 1 � I� � . � ,� � Q � , , � � �' � ' , _ � � ,, ,. , . . � � , � , � � � � ,� � � � � � I ' � � �� , , , , _ � , � � � 1 � ,� � � / ,g .� �z � � �� . � . � � ��� ,��� _ . � �2 � A 151 9 � � \ � i� ,P 1 - � � .-�' '�� � , 9; �4�'0, / � \ ING SYMBOL LEGEND � ��� � , , o � � � � � � � � � � � - ./ ���' > ' PIP � �/»/ \ " � 6 � �, / g� , 3' � % i' , , - � � SYSTEM RISER < SLOPING PIPE 1XX' HEAD ELEVATION �, , , � �__ �� '"" � \ �� � � � i �1�a � ���� � ����� � o PIPE RISE � PIPE COUPLING XX WELDED PIPE FAB. TAG � � � � �a , � � - ,, 1-0 �� � � �4, - 2 �� � �, • PIPE DROP / PIPE HANGER X� THREADED PIPE FAB. TAG 1/ ' '� �. �' \��� � . ` \ 9�� �/ � 1 � �,.0\ � �5 `s � ,=- � � �\ � \ 1 0 2 , ► PIPE REDUCER XO " HYDRAULIC NODE � 4-WAY EARTHQUAKE BRACE � � , n � , � � � x � � � �j! � � � � � � \ c � '�, � ✓ ' '� � \FZ �; ,„� '� �8� � " � \ ;' PE CAP x'-x^ PIPE ELEVATION 2-WAY EARTHQUAKE BRACE � _ , _ Q f , PI � _� � \ P�i / � a�o �Y� S� P �- �� � � � �' � , , \ � � � V � � ��°` �� `' � _',- � � � �RE� � � ;` p �r" \� , � -5�z � �M 5'� \ � \ \ ' , � � � � �V��N � u,�N� 1 r---� 9' , (�� t? \,1?z, , /� RD , , \ , , � , - � � , \ � G-� �o / . � o-8�i4�J � '� � �'�t� � �� �, � _� -- - �G , � , . _ _ `, � . o / � � � � � � i � � % ���1 , � � � � � � _ � � � � ��� � � � ' , - ( � � F'"7 �/ ` 1� p� � �5 2 � � � ' t�_ ,ro�� ���� � Ci� � `� � � � � � 1 � a' - � -8 �� � �� �6 %�. .i�`, / � �, � Q� '� '�� 1'4 � i � � t � �— � �o�� 148'0 ��� A � � \ � , � i 2, �'V 1 $�� � , �`� � � _ ,� ��6 � � , 0 ,���6 ` ���•e� � � U H �EVEL EA T LO PLAN � � �'� ��� � � r cS � � �� �� '�� ����� V �'` \ ' � , , _ � � 2� ��� �] � 2 � � �,� \ � , �� �`, SCALE: 1/4" = 1'-0" GRAPHIC SCALE IN FEET � � � -O ��` � � �� 5�� � � �� � � . � �� O �� ��� TOP OF FLOOR SLAB: +139'-0" U.N.O. � ,- ' ': % �� ,� � i � ��M � � �y� ��0� 'J� � �� A, �Q O �- � .� �a � Q 1'' � �� � FINISHED FLOOR: +138'-3" � � ,�� �"`�' � \ ��� .�� � �2 �. V P ���» � �� , � � � � ROOF CONSTR: METAL DECK OVER STEEL BEAMS 0 1 2 5 � \ � �" � !' /�R 9 � ? ` O, - �" CEILING HEIGHT: VAULTED; 8'-0" U.N.O. � \N�' 2 � � �� • ' �t � � 4 � � PROTECTED SQUARE FOOTAGE 1 00 TERIO ���� oo � ���� 1- z'�' 0-� � g-o � � � , �� � . z,� (iN R) , , �\ F , , ,_ , , �i ; � � �� � - ���'`' �t,� � /� \ ", � �� �� � � � % 0�0 , �-��' � ��j �� � > ' � ,�o�� oM �N 2' �s� � � „�=�' �P� � � " , '' ,���° SoFF-�� � ';/ \ FLOOR FRAMING NOTES: � Y � � � � � O � -4 ';-' / 147�1 ��� � ' , ,,,,7 1. �INDICATES TOP OF CONCRETE DECK OR SIAB, UNLESS NOTED OTHERWISE t- � �i � s�� ��� � � �� � Cr� � � �• � 'I' ,% J _; � -�.� � �� �,�, ,%� P '��R � � � \, == �•\ 9 2. (XXX'-XX") INDICATES TOP OF STEEL BEAM ELEVATiON. �11 c� �` � ���"��� � � �. , �� � � � „ � �% � M � �� , �' o � - � �` " ���� � ' "� � � * �NDICATES TOP OF STEEL BEAM ELEVATION = (150'-7 1�2") � \\� ,��� ���� j ��� � 147'9 ��,__� �,�o ��� � , � � �, � \ \ 3. GXXX'-XX"> INDICATES BOTTOM OF METAL DECK ELEVATION. � � �, � ;�� �a ° ; �� , _ ` � � 4. (XXX'-XX"] INDICATES TOP OF PRECAST WALL ELEVATION. _ �, _; ,.. � � � \ 1,�' s j \ �- p ` 5. B.I.C. OENOTES BUILT-IN CABINETRY FULL HEIGHT TO FINISHED CEILING. i � / � � � � � � ` ,' \ Q � �,� ;.- \ / � 6. S.P. DENOTES PENETRATION THROUGH STEEL BEAM. � � � d- � 6 �� � � 9 \ \ 1 �2 � � 1 � � :� _ � 1�� � / ,� � a� � �-� ; � � \ G. � , L1�� i ��� / � � � l� 1 ���1 , o� \ � P ,��7 a 9 � , \ � 2—s - / a � � -° �;��� � � � � �� � ,% � �, �� , , ,, ��, , A r ,, , �\ , . ,,,, , , . �� _ � \ � � � � ,,, � Fire S rinkler Plan S mbols Number of S rinklers prawin Symbol Description Total This Sheet: 236 ITOTAL TNIS FLOOR) Total This JoL 1,33m 7itle g FIRE SPRINKLER PLAN Job: � ON� ������ ������ ��,�� � 0 N draulic Reference Points 5 mbol pe ree Descri tion K-�act. Thread Quantit Contract No. (�5-3(�8�4 Revisions: B pate: � f�� ������� I�N �N� f N���� �1�� ��N��������� y � �� File Name: i� � � y. U,4�� U���,��� ������ ����� �r�5� ����� ��r� � ni � X-X Elev. Below Top of Steel QQ 155. UN.O. WI-IITE REGESSEp PENpANT QUICK RESPONSE - YIICINCs M vK302 5b i/2 2'1 C: �Dwg�2UJillowi�OUJB�P-S.d QARAGE PARTIAL SUBMITTAL DRAWING WP 6/8/2005 ��ION�: (3�3) ��9=���1 ��X: C 3�3� ��3=���� � X-X Elev. Above �inished �loor � 200? UIHITE RECESSED PEND,�Jt QUICiC RESPONSE - vNCIUCs M vK302 5b I/2° 8 prawn By �1.PE?ERSON MECHANICAL ROOM OVERHEAD BULK PIPING REVISIONS WP 6/24/2005 V�I�, �� 5���� � O (TOS 2�-I(�) Elev. of Top of Steel � 155? WNITE CONCEALED RESIpENTIAL PENpANT - VIKINCs FREEp�'1 vK438 4.9 I/2 110 GARAGE PLAN REVISIONS PER ADDENDUM #2 WP 7/15/2005 � ��1� �J�s� I�old�n �I�c�, ����/��, �����C��� ��/��✓� 8-6 CeilingNeight �°' 155?UN.O. WHI7ERECESSEDRESIDEN7IALPENDAN7 - vIKIUCsFREEDOMYK436 52 I/2" 6� gcale 1st FLOOR/ STANDPIPE PARTIAL SUBMITTAL DRAWING WP 7/22/2005 Gontractor: �- penotes Nanger Location H" 155? CNROME RECESSEp pRY NORIZONTAL SIpEUTALL QUIGK RESPONSE - TYGO DS- 5.6 1/2° Y4 �4S 5HOU1N 2nd FLOOR PARTIAL SUBMITTAL DRAWING WP 9/16/2005 �RON�IER �IRE PRO��C�ION INC. `� LLl O Rrl I��x 6-m Rise up or down COMPLETE BUILDING SUBMITTAL DRAWING WP 10/21/2005 � � � - �- - Existing pipe and outlet Date NOYEMBER I(�,2(D(�6 4TH FLOOR REVISIONS SUBMITTAL DRAWING WP 11/10/2006 2�1� UJ. NO�p�N PLAC� � � � S�A�E REC�IS�R�4�ION NO. ��G _ ��_ New Nead Location AS-BUtLT DRAWiNGS SM 5-29-07 p�NV�R, �� 5���� � Approval By VAIL FIRE pEPARTh1ENT � � / � � � - I-,� 4 . � - - -�,�� � - � � - � - � - - 5 � - � �� � - � --� � � � � � � � � I � i' � � � � � _ ; � _� L�I � o � z , � � o � _ _ � ^ ; - - -- _-- � � --� _ __� i - _ � _ � _ I-� , -' � - I � - � --_ --_ _ __ � -- - - - -'- � - � �s�,� REMOTE AREA 14 i- _� ❑ STORAGE � °'-o" � � .10 OVER 1529 SQ. FT. Q � q � � � �, ,, , , - . I� ; DE�K - � o ! 16 FLOWING SPRINKLERS FP_2 I I ; . ' I � � � � � � -- � � - _-- ' HYDRAULIC DESIGN DATA REMOTE AREA 14 , ---___ _ _____ --� = � � -- --� ---- I -- �_---�_ i � A.H.J. VAIL FIRE DEPARTMENT � � � n i i -- - --- - _ � a � 3'-0 �` - � � � � n - � - � _ - - � �,� PIPE TYPES _ , N.F.P.A. 13, 2002 Ed. ^ a�' . ; , 1 � : I _ �� � �RAG� � � ��-5 ��,-�" , � � � I� � � � MAINS YOUNGSTOWN BLACK SCHEDULE 10 BRANCHES YOUNGSTOWN BLACK SCHEDULE 40 � o I SPRINKLER ORIFICE � is" K= 4.9 & 5.2 � � 3 -��' �-4�2 1�� I 2'-6" � �M �� � i 2 B R O � � �� � � � � � / o FqMI�L ;RO r� ED O M ' � �_ � ��;��� _� � _ �p � ,��- _ _ , �� _ � _ _ 2-9�Z � I � 2 _ N � j� 4 °o co �� � I ' \ AREA/LOCATION FOURTH FLOOR UNIT 401 � I ' 6 � -. . ;! \ / g � OF FLOWING SPRINKLERS sixr�EN � I f°�� � - � " I � E�RO�M �- - ' # � �� �'-z° � • 1748•3 ���� � � �' ' 2 -- � DENSITY .�o G.P.M. PER SQ. FT. OVER STAIR g � -° � '� � � � �-8 1 �''�" ;� -- - - � REMOTE AREA TOTALING 1529 SQ.FT. � � 3�-5' r,� �� I 7'-2" - - � - 1 � a ' , �-- �'-0" \ � � o .� � � - �� -- � _ - I " - - DEMAND AT BASE OF RISER eoR i �r 148'6 � ` � 4-o� --�., 31 n ;� � �� �` d. � � • �', � FLOW 353.0 GALLONS PER MINUTE , � � i ° 148's N `�� '2 1 � �'-2.. � s._ ; _ I «, S TORA GE 4 � - i. -����- � � 0-8 ; '�� o ��o `�1� a- �:, �� z° � r� � _, �o � PRESSURE ss.z POUNDS PER SQUARE INCH � 146'0 745.� I � i r: - �-�� =� 3o I•-I � . � � INSIDE HOSE STREAM �oo G.P.M. I � � ��� �2 � � �I �� � a'- " �� BE ��M 3 ��� � �� DEMAND AT SOURCE CONNECTION Rc � ,.. ; � ��� 10, �2 � , � � STORqGE � �' �� � I � . 4 10" \ - �p 0-8 - �; � . =' ; , � � �o CO - � � � � �� FLOW 452.6 GALLONS PER MINUTE � ; � 2_g �` � .<, g'_3„ _ I w�o rn \ I � �; � \� 6'3'2 18 2 �o �i - - ---_ ' PRESSURE io2.5 POUNDS PER SQUARE INCH � � �o ' � • �'�' � A A �� ��' s�� � � .- a� i �, o �;; BE�� � � OUTSIDE HOSE STREAM o G.P.M. � - � N � �� � ���, � � �'-5" � d- C°� � O 6'-7" � � ��� I ^� �� � � �ias'io � j 7'-3" I I I � ' ,% II :� ^ `� 6'-3" p `n ' � `° I CALCULATION NOTES: � i � 'I � � 21 1 ' - � __ � - _ , 1_- _/; `f _ --I ^ �� /; 1 � � I C] ,W12' _ ' • /�as�3 .- I � W1(; � � O-8 -�_ ',; 1. SPRINKLER DISCHARGE IN CLOSETS AND BATHROOMS REQUIRING ONLY C�J � a ` ' ' i '�-- __..._ �N�� ._--..._ / � 6 ! 43� � i a ^ � NQ ^\ , ; C I_,� / I 4- ONE SPR�NKLER HAVE BEEN OMITTED FROM THE CALCULATIONS WITHIN � � �'`� ��� �. � � � � �� N ' 9 ��� � ��-�� 1' 9'� !I� / � � , --,�� � �� j � ' THE AREA OF APPLICATION AS ALLOWED BY SECTION 14.4.4.4.2. � � � 8 ��y �� W � ��_. -6" 48 : �fiV -- � ' � ��' / ° I. 3 -10' S'-1 , g, FO TA�R -�- B � , �_(� � � � __ � , " � 1, � -- L --, ^ ^ . '� �< • � _ 6 W.I. ;' - -� �«� � � � , � � w� : o .- ' : � - L0. 2'- � � • Iias•i �as'a � � �. � � j � $ ���� / � � � 8'-0" � � "' - �� � � a- � �� �..,� � �» 148'6� _ � 1 z � ^ 0- - - ' -- 1� `° ,.,� `� '_-�-___ "' ' j ' 0 4 � ' � \ � I� � � � I » * 4'_0„ �n i 3,rs � o 2- s ,ti ^cn -,,� � `� -- i <� 1-9 � � . o � � T� i �oo " � i : 3 3 �+ 1 �g � i a s�� _ _ � 1 I � f l , I � i- - - I - �L O ' `�l '���!� � �24 � I � � � � C � 145'7 I �-�� � � � ���� �-- �� r \ T� � N �� � , � � � � �� � ��� � �-4 2 � � i �-. �_ �- �� � I �,�, (� ��. ,� � � �� ��� � ' �l� �� � � � _ i • . � � 66 / BAT � � ''�� � �� 0-4 �,�~- � �i �32 � � z 0 � � AT �� � � 1 2-4 � 2� 1- �2 3 a ��2 � � 7 > 4�_ � 3 � 1+3i z .- � a L 3 \ � $ � , 1 � 3 �8� �� �_ = W � � , � � � "' ' \ �r � 1 � � � ��,, � � ����-' � �� �� , 2 O �- . -�8 0 � �� - s�_$ _ � , �,_ � , ,� � ' -$ � � - � � ' �� - � � , ��� N ❑ i ; � 1�� 2-� „ I -- _____ � � 5 z; � � � 9'-0.. �� � i �,�:� �T � . � Q 3'-10 J /�, � `� '�.� , � � , i ,- �- ��i -- � � �� - � __ . � � � -- N 1-��s 1-4 � ! 3 - - 2-6 - - N -- _-�! 9. i B/� � � 1-��z �'�i� 4-j i - i i �j � ' ° •• � ,'� I N' � • / as.3 / �, ., � � r �_ �l I ti- � - 5-� -- � ^_- - I ' .- , , _ � , � 2 �, C v- 4" STP DN -� / � � 3 ,�� �q � '� '�, ;� �:,�� I��- 'i'� -�; ��%�__�_-� � �3 4 � - � _-- �- �,-- � s�_o� - '�� � -� ' � � � ��� �� = - � ;<� � � a � � o � ,� � ,' _ , �,� �, � � � N� � _ �g, ^ _,;- -- _ -- _ o z 1 Ei1 12 = , 3 SPK DN -J I � ; ; � I � �-; _ _-_, -E-- t � I ! � I 9 0.� ; -' �-__ - _. - --- _ � �w _ _ �0 22 �-' -s � - � SHEET NOTES. r ' � j � I � � I ; ! I , 32 , Y j� - _ _ - �� �y _ , � � �_ --� �N r _ . � _� _ _ -� g �� a- � � - : � � � » •- , � I ,'�.. ' ! I � ' r_- 1 I c_ �"I � 63 liaa 6 - �' - , 1 � � L0. � 3 - 1 a�;� _ , � � p � � ; � I I' , , . , , , � � � � . �., � � � I� � � � 10 �i � � . � � �_ ; 9 � � �, � � ; � � � � �n � -,_,___ 1 � � i = � � � � �1 �� i !-�, � � � �� � � � � � � � � � � � �� � ; ; _�,zi ; i � � � �� � 2 � � �}� � � � _ I 1-10 �> � � ��- �� ;' 1. ALL STANDPIPE HOSE VALVES SHALL BE EQUIPPED WITH A 2 1�2" x 1 1�2" NST ADAPTER � � � � � � '-o" � N °� i �_ _� � � , 4- � �� 1 � _J 0 8 � -- _ 1 G � , � � � � � � � • _2 � �� � c� �.�,_ � _ � 0�1 � i�2 � � ��;; 2-3 � � � I � �4 � ;� ,' 3 - 2 I �1 � � �n -`n . �'"4 STP _ --� I .I � '--- WITH A 1 1�2" NST CAP AND CHAIN, ALL CHROME PLATED. � - 8!0., � . � � � � ��� � � � � � � � � � �Rt. B�� � q; B � � �,�, �� ' B1> �_ � _ 149 9 � a o � � , � � • I�as q. �f1WN �\ �. � ,��� - - � � � � � � � � � . . � � � ��� � r-�� _ � � � � S ,� ; fi 0 �� i' (� _�_I_ '1- '�'� � � ' �- �� � ; � � �� � ' = � ��o - ��-��I � � � ,- _ . � � �i� � �;� v� � I m � � � � ---- �� � i � 2 1 _ a � �.w � �n _ �-- - � 4- Ji - �, -1j � � ��= � " " � ;; � Z° � 0- 2 1-9 � __ ' I � � r'� - � . . �,_ � 1 � � - � I ���� - ' _ , �3� '� � p _� ; ; 2. RESIDENTIAL UNIT CONTROL VALVES SHALL BE GROOVED BUTTERFLY TYPES EQUIPPED WITH � . . � _ �� ,- �-� � €ty> 4 A� �- �� yf- n ,> � Q� � �� 2�_ » � � ��; � � � � �-11�z � � � � � �0- � _ N � � � � �� co 2- z1�4a's �i I � _ � � � � � _ -��z- �; � �� �� �,� I �'� � .- � I � � 1 �� � __3_ ���� ; � '- ,. ,i�} � ;� � � TAMPER SWITCHES AND A 3 4 GLOBE VALVE AUXILIARY DRAIN WITH GARDEN HOSE THREAD I ^n. ; , I NCITC , ., 3 � �� LA��N. ��'� � N __ g„ '�0�� 0?10 4?3 � 65 2 �o'-s `n � ' 0 0- - � <1 '� �_ � ; ��4 / � � HE� J s, _ ' - ' , ' p•• ' , ,as�� \ 7 1 ��'3 QQ 2-3 i �; ADAPTER. � 9 , � , j� - _ � I I _1 1/2" - 9-0 3'-p � ., C-o" iaa � �� 5-lp 64 liae �6.'� p_ � - °� � 4- ' � o'r ; ' WN ; , � � �� � . � ' � i � ^ ; , ; �2 ��-11" � I MECI-I. _ S _ � 1 Z 8 1 2 � � PwDR � ' 3. UNLESS NOTED OTHERWISE PENDANT SPRINKLERS ARE ELEVATED AT +147'-4" OR 8'-1" _ � ,� _ �� ; _ �- _ � � J _ � > �- $'-o" N co �' _; �. . � I PANTF�y �� 148 wl, I W.I. � �� ao ^ _ � � �9_2 20 ---1-2 2� 1-0 9'-0' ABOVE THE FINISHED FLOOR. i t3'-0 � � ��o � J � o , . �__ N 3� 1 O � � � O c� `� CL��. I N � _o" � 3 � �- � �� �-� - - � BA TH - 9 9 � ��c,-. i n � 4. CEILINGS ARE 8' 0" A.F.F. UNLESS NOTED OTHERWISE. VAULTED CEILINGS ARE INDICATED BY �. N I , _ _ � _ - - � i rn 0- I�� � � " I. �� 9, p,. I � ;- _ 0-6 N �� �v���,v � � �-' +14c� � � .S !g=p., 9'-0 I E�EVl�, I �R 5 ; � �' . . . . . � 2�;7�2 �,� T, 7 1 �.Z9; -� _ �o� � � � rn - __ , � � ,-.� 3» THE PITCH AS NOTED ON PLAN. � T� -1 �. 1�z II I c�, �,I d o�. ��� C�_'4 - _2=� o - � i 9'-0�� � o.. �» I 1 P� ' .'. � � % -°' . . ,' 2� 2 -g, O 6 � ; _ 10_2 �' O v T� �N �as's^ !-- - ' o- _ _ N a, 5. THE AREA/DENSITY METHOD IS UTILIZED DUE TO THE USE OF STANDARD QUICK RESPONSE - I 4 _ co ^ ,m N j}, I N I� j -� ' N - ,' � 1U" �,a 8•s �. . . s,_ � _ �N I I _ I N _�i � � � _ ^� I___� H E A D S I N V A U L T E D C E I L I N G S W I T H G R E A T E R T H A N A 6:1 2 P I T C H P E R V A I L F I R E D E P A R T M E N T ; � 2 _ ; O _ ! z � _ 1 '1 � -' � -- N __.._ � _ N I. , ; �'ct�� , � . -� � '. � -�i-. - -�' j �-- ��___ SPECIFICATIONS. THERE ARE CURRENTLY NO RESIDENT�AL SPRINKLERS LISTED FOR USE IN � `,� - o�- 3-10 __� 1_4 ' N � � � ; __.__� ^N ^ I. _ I l 6„ �_5 � ' "� 2'3� ' __ "� CEILINGS WITH SLOPES GREATER THAN 8:12. , � ` � , , � � ;2� 0» �n ;�. __ ,.�. , . _ � �_ � � � � HER o. . .. . -°1-_- - -- -- '-_ ��- - `_co . o� \ 5 �'z ' ' ; ' ,i;g i r7 �' -- c � . �.,� , � tn _ - I � - 6'_ �. , _:_ � ---- _ � �- -- � a 8'-0" _ 6. F B�,TH � I � O ❑ f � � T : --_-_ . � . � 5 �'�' � / N _ _ 1�2 � , � �(. --_. o ' `'' 6: i , a--J - - - � - � - 152 2 148 8 -�. ` , - ; - _ _ � 3 �2 , ., � 4 � . .� - 1=0i2_ 1 � _ 3 I � ;, CONCEALED RE DENTIAL S RINKLERS A E UTILIZED N ALL VAULTED EILINGS WITH PITCH Q� - _ _ 12_6 _ _ � ^ o �s'_a�.� � • . . �-- - _ 2 - . . IDENTIAL SPRINKLERS ARE UTILIZED IN CEILINGS WITH PITCHES � . . . . �r . . _ -- �� * - - 0 p g, _ ' I � 4•12 OR LESS 'RECESSED RES ,� o �_8 10 ^ __ __ I �1 �2'-s" _ ,I ' : »'� 28) � _ � . . . . � . �. . __ -N _--- n �� ` 1 GREATER THAN 4:12 TO 6:12. .- � -_ . _ � ^ � I \ � � �� ;� ,- � , ,f- �i2 �� 2 2�;�?�i _ . � , �iae�s � r( �ET �.I. . . . ��,�\// N � C �. � 3_4 __ - I� . � � � � 2 ' `� o �';j � ` �j��2 ❑ . . .v' y_ %I rL- � � 8' �p� 7. ALL SPRiNKLERS IN A COMPARTMENT ARE DEFINED AS FAST RESPONSE PER THE DEFINITION IN : � „ ,_ „ ., . . , � , � o I � / \ ,so•Z N N I _ 4'-.3' ��. . � ,M - ' N TI 1 P Y I TI N . ; �, , , , iso�a -a' '�`� N � I� ; �-- - __. - _ I . . . -- SEC ON 3.6.1 a , COM L ING W TH SEC 0 8 4.5.3. �as o / � ,- � � \ rr_ N '\,�� � ___ � � � ry _ � �/� � \ � � � ! � / ✓l'I J \ � 7'_2„ � ^� ^ �- �� `� - _a� a � V _ �']`�` 2 2� � .�l __ , � . . .� � _ �,� � / \ ��� � ��� �. ., ,_ � � ����� ' ���� � �� � � � ,,. . � � - �'14'8'S � , - � - - �` �, ��'I �� co ='� ' D � _ ��� � � � � � M A S TER g � , � i 2 _�±- �1 ��'� � i � . i 5� 12 a t'. �,-;f;> � � i I "� _ ^� O A TH N 1- 1 '2 ';IN � �, � � a_ � �,5,• `� '-� �/2�� � N. a�. _ � N DESIGN SYMBOL NOTES: ! " %. Jr: 1 z �_ j o��o. 1 -9» /iaa's Vl�.l. C� EV�,'I Q� 2 - 3-2 _ -- � E� � � 4 I � % \, _ I 1- = -� O 4'-p�. � �' � �- 1- - _ -- 1 � � � � � o �� �"��' 148'9 d�- 4-2�z � � 27 �_ 0 1 � � -___ , � 9'-0" �p ���� - - _ ''•4 �j = - � ^ o ` I � s'- , _ I � _ � 1" RESIDENTIAL UNIT SPRINKLER SYSTEM AUXILIARY DRAIN WITH ID SIGN, NIPPLE AND I ^ � � � ; � ,_ i� ,ae�� C � "i �iz g» 6 GARDEN HOSE ADAPTER. TYPICAL FOUR (4) THIS SHEET. � � _ 147�0 � \ ` a � -6 �"]d � �; ; 149� 1 69 I -- _ _ I � . -, 0-� �f4as \ - -- - -- _�_� __ _ _ � � � � N I � I O- �2 -- _ _ i �_ � � � � ^ _ I � � � HI ;, y, , � ��� �a �- - � 1 �6., "�.�j -- , ry 2 STAIRWELL EQUIPPED WITH STANDPIPE HOSE VALVE LOCATED 60" ABOVE THE FLOOR. SEE " iae�s . � I 1 S � I 1�a =_ " cD --- I 3 � '�` ' DETAIL A ON SHEET FP-2. I � PENTf-��(�SE -- - �- � \ � 3-6�2 � °� BATH' N 2-10 149'1 9._ , _ .- _ ; . ,_� -----____ --- �` i ., � i i LIVING 401 I: I r- -�- _ -- I � `�' s'-o° � ' . . .- �, 0 �3�` - ----- �- � �° � ROOM = I� N r- -__� 0 . �' - � 1 � s N 9 2 2 Q �n _ _ � � � � _ � STANDPIPE HOSE VALVE LOCATED 60 ABOVE THE FLOOR SEE , - �� � � ��� � STAIRWELL EQUIPPED WITH ^ i � � � s'_ _ o � ,_ ' N 3-1i ��� °� *�--� i � 9� . 2 �� -4 w DETAIL A ON SHEET FP-2. ' � . � _ - . . �_ � ------ � � � 47 0 a` � � � _ _� _ � � . � i ,_ cv r �4s�s 3'-6 i 1 ��.._, � � __ _ � � � � 1- �-- � � 6�� �f- � � i ,. _ _ I c�., � -0� � `� � \ N iso�,i I � _ , ! � , ^ . . � � � � . �t - � 3� » �� ,so•a - _ � CO I 68� 1 � .1 -_ __ - i- _ _.1 `. iaso ^ `r ��n I -- - � � � N ' ` „ " 4 � 2s - � _ 8�= - _ _ - - --- _r�"; - -- PIPING SYMBOL LEGEND -- _ / 3 _ � , 10" 0 6�z _1_ ^ o � �<� ' ' .- � �� g O � � - -- - I �t - -- - � -- ; �,/ 5 4 - -_ _2�z ��4 / t r � _ � � � � - ��� , ��'� � SYSTEM RISER < SLOPING PIPE 1 XX HEAD ELEVATION � �- N � _ � N � � _- ^ � � 'i2, � - -1_- - I =� 0-4 - 5 �2 15'��1 ' o PIPE RISE � PIPE COUPLING XX WELDED PIPE FAB. TAG � � � - � � 46''� ��d � � � � -rs - � � �� 151'7 � � � \ ' � � �n � / '� .��_� � � � • PIPE DROP / PIPE HANGER X� THREADED PIPE FAB. TAG � ��- ' � . 148'� � � � (p �j� ��, I a � . _ � � ..�_ .__-------- , I ��� � ' I __� w� - � ' ��,_$ I 148'8 �- I N ! �� � � 4 B ; 151'7 1 ► PIPE REDUCER XO X HYDRAULIC NODE 4-WAY EARTHQUAKE BRACE , I / EAM "i -- ' � � � 149'i 2 6 aErv i --- MASTER B W.I. ___ _ _ - - G� ; � `� _. ._, � ' �� � ,� 0-4 Q PIPE CAP x'-x^ PIPE ELEVATION f 2-WAY EARTHQUAKE BRACE � __--- � r_ ❑_o EDROOM � CLO. i � �75' ,ar, - � u N \ j � _ ��� �* - <� �s°''► i5o'� �_ � � i� ��� � PENTH�U �, ��� _� N � � ; � ; , - � ,� � ---��' -�, , � _��, 8� _-� ,� � - � �� » ���; `- Q � �� i SE 402 � , ��� ,' �'- ; , - -���a � ��_ � � - j � -_ � 5 �/2 ;la- � � d ,50•� I 150'1� I LIVING ROOM � ri � ` N -. �., \ -� - ; � � �I - 1 , „ I ' _ -- ----- - --- _ - . , _ _ _, ,, 1 ' � �� �I 3 _ I N ! 0 5 2 � ------ , � N ^ � � I � __ \ ,i � <1q1'-5 ��2.� i i \ ' �» � � 4» eEAM 4' �» 4'-0" �N _ _ 1 � r\ � 2 = , -� � - ___� � FOURTH �EVEL WEST FLOOR P�AN i_.� �11 � � � I M�STER R � ; I �- M 2'-�0�� - -_ , �� I BEO o� M�� � � � _ � -- - _ � _ � ;��� I � 4 �-n �' � SCALE: 1�4" - 1'-0" GRAPHIC SCALE IN FEET � � a �iiM � f ' � _ - � � � � � � � � _ -- TOP OF FLOOR SLAB: +139'-0" U.N.O. � I.' � � � � i � �� � � � � -�- �� 14 �( FINISHED FLOOR: +138'-3" � �� �� I � � � w� I B._ � � N � __ � ROOF CONSTR: METAL DECK OVER STEEL BEAMS 0 1 2 5 I � � -- - � � I 8� I I 6,_ f� 147.� o _ CEILING HEIGHT: VAULTED; 8'-0" U.N.O. � I 8 I PROTECTED SQUARE FOOTAGE: 12 700 INTERIOR �� -- - � � '�� � � i � � ;� � � � . �,--_. � o �� � � � , ( ) ` � �`� z w�4 ���� . - �--� r � v __ � `i--�--_ � _ ,s,•4 � -- ' � FLOOR FRAMING NOTES: ^ � � _ z � w z F- � <7 49'-o>> �- =- ` --- � 1 isra r � I m m iZ I � -_�_--- _____ -- I 4-5 � -7 � 1. �INDICATES TOP OF CONCRETE DECK OR SIAB, UNLESS NOTED OTHERWISE I o m I ' ', -- - _ --� I � � � o I �>� ' �47' � D - i 2. (XXX'-XX") INDICATES TOP OF STEEL BEAM ELEVATiON. � - I ; � -, , ;�µ� i � _ - � * �NDICATES TOP OF STEEL BEAM ELEVATION = (150'-7 1/2") I � � I - �139'-�.,; � - ' _ ,, --- ___ ' I � � ��' °- 3. GXXX'-XX"> INDICATES BOTTOM OF METAL DECK ELEVATION. � - � ,_% � � -- ___ \ _- -- � - �7 39�- � �- -- 4. (XXX'-XX"] INDICATES TOP OF PRECAST WALL ELEVATION. 6"> � -- _ ` - � , N i --�� 5�'g" %� � , � � 0 - ' Iv�'- - � ' 1 5. B.I.C. OENOTES BUILT-IN CABINETRY FULL HEIGHT TO FINISHED CEILING. -- _-- LV - � _ ___--' � - -L • I ' -� � 6. S.P. DENOTES PENETRATION THROUGH STEEL BEAM. Z F � ) � 1 - � `- _ -_� - � -- - `�I_ � Q � � _ --- _ � A '-�t_ -- ��, FP-2 ;% / Fire S rinkler Plan S mbols Number of S rinklers prawin Symbol Description Total This Sheet: 236 ITOTAL TNIS FLOOR) Total This JoL 1,33m 7itle g FIRE SPRINKLER PLAN Job: � ON� ������ ������ Ro,�� � 0 N draulic Reference Points 5 mbol pe ree Descri tion K-�act. Thread Quantit Contract No. (�5-3(�8�4 Revisions: B pate: � f�� ������� I�N �N� f N���� �1�� ��N��������� y � �� File Name: i� � � y. U,4�� U���,��� ������ ����� ��5� ����� ��r�� � ni � X-X Elev. Below Top of Steel QQ 155. UN.O. WI-IITE REGESSEp PENpANT QUICK RESPONSE - YIICINCs M vK302 5b i/2 2'1 C: �Dwg�2UJillowi�OUJB�P-S.d QARAGE PARTIAL SUBMITTAL DRAWING WP 6/8/2005 ��ION�: (3�3) ��9=���1 ��X: C 3�3� ��3=���� � X-X Elev. Above �inished �loor � 200? UIHITE RECESSED PEND,�Jt QUICiC RESPONSE - vNCIUCs M vK302 5b I/2° 8 prawn By �1.PE?ERSON MECHANICAL ROOM OVERHEAD BULK PIPING REVISIONS WP 6/24/2005 V�I�, �� 5���� � O (TOS 2�-I(�) Elev. of Top of Steel � 155? WNITE CONCEALED RESIpENTIAL PENpANT - VIKINCs FREEp�'1 vK438 4.9 I/2 110 GARAGE PLAN REVISIONS PER ADDENDUM #2 WP 7/15/2005 � ��1� �J�s� I�old�n �I�c�, ����/��, �����C��� ��/��✓� 8-6 CeilingNeight �°' 155?UN.O. WHI7ERECESSEDRESIDEN7IALPENDAN7 - vIKIUCsFREEDOMYK436 52 I/2" 6� gcale 1st FLOOR/ STANDPIPE PARTIAL SUBMITTAL DRAWING WP 7/22/2005 Gontractor: �- penotes Nanger Location H" 155? CNROME RECESSEp pRY NORIZONTAL SIpEUTALL QUIGK RESPONSE - TYGO DS- 5.6 1/2° Y4 �4S 5HOU1N 2nd FLOOR PARTIAL SUBMITTAL DRAWING WP 9/16/2005 �RON�IER �IRE PRO��C�ION INC. � LLl O Rrl I��x 6-m Rise up or down COMPLETE BUILDING SUBMITTAL DRAWING WP 10/21/2005 � � � - �- - Existing pipe and outlet Date NOYEMBER I(�,2(D(�6 4TH FLOOR REVISIONS SUBMITTAL DRAWING WP 11/10/2006 2�1� UJ. NO�p�N PLAC� � � � S�A�E REC�IS�R�4�ION NO. ��G _ ��_ New Nead Location Approval By VAIL FIRE pEPARTI"IENT AS-BUILT DRAWINGS SM 5-29-07 p�NV�R, �� 5���� � � I � � 3 � � � � �; � � � A � — _ � I � A I � I P-2 I _ _� ---� � — � � � — — — � — — — � � � I � � I � . � B � I � I - _ �- - - � I � , I � _ � � - — I � — � I — � \ . �_ I � I ,-- _ _ _ — — \ — � \ � I — � r— — _ — � �__ I _ , _ I ; � , r- - - _ _ I / I— - - _ � � _ , — — — I - - _ ! I � I � � I — � I — _ � _ — — I I� \ � — � ,--- � — _ _ � ' , � I � � � ��' � � / � � '' � I \ � � � � � � � — / ' � i —_ I � ,.., \ � , � _ _ L '��- � - - ��� �� �,/-- v , � _ _ � i - - , _ _ � , �� , , ,, �- _- ___ � � ; , , _. _ _ � � � i i , � , . i � � � � � � — � s�� �_-- — i � �- � – I � � e . — � � " V ' HEA R� ` \ / / � - �I / / / — - --�. � � � � \ / �/ � ,. � — _ � i � � �� � - � ' � / i — `� � I - — —�_ � � --- i � � - - - _ - - _ — � I _ _ � - _ � _ _ _ � � ,, � � - _ _ � � I � ,\ � / _�- -_ _ - - � L - - _, I I � �\ � � - - � °� � � -- , I � � ���JP \ i _ I� - - � � � — L — � � _ _ � I `-� ,� _ _ _ _ _ _ _ � , ��� r��� i - - _ _ _ � I � j � � , � � _ I � - - - � � - - � � � \ � � ,_ _ � � j A I I \ i a \ � \ / � -- _ P-2 I / ' � / � \ � � � ' — i / — � / \ � — � ``� _ � � / ��� � _ _ �� �'��� � �� — �� \ � VA� � — � I _ \ � , , \ � _ , � \ � ;;, _ -� � �. I � I � � --- —�--- � ; I � ` �. \ �� � ; � � � � , NEA�RE 1° , ` / o � $-+153'-6" � /`, 9 7 ROOF MANIFOLD DETAIL LEGEND \ \ � y � / ITEM DESCRIPTION I \ \ 2�-6" 1 4" BLACK SCHEDULE 10 STANDPIPE RISER I � \ / \ 2 4" KENNEDY 01G GROOVED BUTTERFLY VALVE WITH TWO 6 SWITCHES (VAWE IS NORMALLY CLOSED)** \ 3 4" FLEXIBLE GROOVED COUPLING \ g �, +151'-0" 4 3/4° AUXILIARY DRAIN GLOBE VALVE WITH 3/4" GARDEN I \ \ \ HOSE ADAPTER AND CAP i ROOF 5 4" GALVANIZED SCHEDULE 40 PIPE, GROOVE x �1-IREAD � � \ \ / 5 6 ROOF FLASHING \ ` 4'-0" 7 4" x 2 1/2" x 2 1/2" CROKER 6840 CAST BRASS ROOF �. � \ \ \ \ MINIMUM � MANIFOLD BODY � , / � � a} � 4�--� 3 8 2 1/2" CROKER 5035 BRASS ANGLE HOSE VALVE \ � 9 2 1/2° CROKER 5713 BRASS CAP WITH CHAIN ^ � \ �� 0-4° 2 -� a ** NOTE: ELECTRICAL DEVICES WIRED TO BUILDING ALARM PANEL BY OTHERS AND IS NOT A PART OF THIS CONTRACT. -� Z i � � / / o __ , � � � / v � � \ � , � �S. 1 � i \ � oR� �� �. � � / � � ���� \ � �� � � � \ \ STANDPIPE ROOF MANIFOLD DETAI � � \ � A � � � � ,� � \ / i �� \ � F P- 17 SCALE: 1/2 = 1'-0" GRAPHIC SCALE IN FEET � \ / / / \� / 0 1 2 5 \ � / \ \ �i/ N ROOF LEVEL FLOOR PLAN � � ,, � SCALE: 1/8" = 1'-0" GRAPHIC SCALE IN FEET \ / � � TOP OF FLOOR SLAB: +151'-0" \ / � \ \ � ROOF CONSTR: METAL DECK OVER STEEL BEAMS / � � � � 0 2 4 10 \ / � \ �\\ / \ � / \ / / \ \ � � � \ � / j. \ / / DESIGN SYMBOL NOTES: �� � � � � � � � � � � � \ 6 4" x 2 1/2" x 2 1/2" ROOF MANIFOLD LOCATED 2'-6° ABOVE ROOF TO CENTERLINE \�` � � OF HOSE VALVE OUTLETS. SEE DETAIL A ON THIS SHEET. �\ /\\ / \ � \ \ \�� i � � P PIPING SYMBOL LEGEND � � � � � � SYSTEM RISER < SLOPING PIPE /XX' HEAD ELEVATION / � o PIPE RISE � PIPE COUPLING XX WELDED PIPE FAB. TAG \ / � O • PIPE DROP / PIPE HANGER X� THREADED PIPE FAB. TAG � � ► PIPE REDUCER XO X HYDRAULIC NODE � 4-WAY EARTHQUAKE BRACE � Q PIPE CAP x'-x" PIPE ELEVATION f 2-WAY EARTHQUAKE BRACE ,� \�, ( ' � �� Fire S rinkler Plan S mbols Number of S rinklers prawin Symbol Description Total This Sheet: mmm Total This Jo� 1,33m 7itle g FIRE SPRINKLER PLAN Job: � ON� ������ ������ �o,�� � 0 � f�� ������� I�N �N� f N���� �1�� ��N��������� 0 �ydraulic Reference Points 5 mbol pe ree Descri tion K-�act. Thread Quantit Contract No. (�5-3(�8�4 Revisions: By: pate: V,4I� VI��,�C�� ���� ����� ����� ���IV � �; � X-X Elev. Below Top of Steel File Name: G:��2Dwg'�2Ulillow��20U1B�P-9.dwg GARAGE PARTIAL SUBMITTAL DRAWING WP 6/8/2005 ��ION�: (3�3) ��9=���1 ��X: C3�3� ��3=���� � X-X EIev. Above �inished �loor W,PE?ERSON MECHANICAL ROOM OVERHEAD BULK PIPING REVISIONS WP 6/24/2005 V�I�, �� 5���� � O (TOS 2�-I(�) Elev. of Top of Steel Prawn By GARAGE PLAN REVISIONS PER ADDENDUM #2 WP 7/15/2005 � ��1� �J�s� I�old�n �I�c�, ����/��, �����C��� ��/��✓� 8-6 Ceiling Neight Scale 1st FLOOR/ STANDPIPE PARTIAL SUBMITTAL DRAWING WP 7/22/2005 Gontractor: �- penotes Nanger Location AS 5HOU1N 2nd FLOOR PARTIAL SUBMITTAL DRAWING WP 9/16/2005 �RON�IER �IRE PRO��C�ION INC. � � O Rrl I��x 6-m Rise up or down COMPLETE BUILDING SUBMITTAL DRAWING WP 10/21/2005 � � � - �- - Existing pipe and outlet Date NOYEMBER 13,2(�(�6 4TH FLOOR REVISIONS SUBMITTAL DRAWING WP 11/10/2006 2�1� UJ. NO�p�N PLAC� � S�A�E REC�IS�R�4�ION NO. ��G _ ��_ New Nead Location AS-BUILT DRAWINGS SM 5-29-07 p�NV�R, �� 5���� � � Approval By VAIL FIRE pEPARTh1ENT � �