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HomeMy WebLinkAboutF18-0032_approved plans_1528733134.pdf Z 4 4.17 ad rP, 11. MINIMUM DISTANCES FOR RESIDENTIAL SPRINKLERS[13D;TABLE 7.5.6.3] J3170161.1 COPPER TUBE CLAMP COPPER TUBE SUSPENSION CLAMP COPPER TUBE RING HANGER COPPER TUBE RING HANGER MINIUMUM MINIMUMDISTANCE FROM - Vail Fire&Emergenc Services EDGEOF SOURCE DGEAOF SOURCNCE E Supply Flow Test Data NUGGET LANE 06/11/18 TO ORDINARY TO INTERMEDIATE _ _,:,,.,.,. ., .: _ - = Test Conducted By VAIL VALLEY FIRE SPRINKLER WOOD JOIST OR BEAM TEMPERATURE TEMPERATURE �_+ `#TUBE SIDE SAMMY SCREW■'11A11111111111@• HEAT SOURCE SPRINKLER(IN.) SPRINKLER(IN.) Test Witnessed By CLINT JANSSEN _ Cu CLAMP Date of Test 03/14/2018 MM SIDE OF OPEN OR RECESSED FIREPLACE 36 12 JcUTUBEAALAMP FRONT OF RECESSED FIREPLACE 60 36 Static Pressure 155.000 ■ SAMMYSCREW ResidualPressure: 130.000 ALL-THREADROD= COAL OR WOOD-BURNING STOVE 42 12 1�1 e ALL-THREAD ROD a Flow 1404.00 _ KITCHEN RANGE 18 9 _ �i1 04,4 a M WALL OVEN 18 9 FLOW TEST PRESSURES REDUCED BY 10 PSI PRIOR TO CALCULATION �� CD " HOT AIR FLUES 18 9 . IIIIIIII IIIIIIII0 s•D 01 , A a- C'.` fe *RINGHANGER UNINSULATED HEAT DUCTS 18 9nonsaaGATE VALV � UNINSULATED HOT WATER PIPES 12 6h4liO / Y • RING HANGER�� SIDEOFCEILINGORWALL-MOUNTDIFFUSERS 24 12i� FRONT OF WALL-MOUNT HOT AIR REGISTERS 36 18 — ` CUTUBE 'I CUTUBE HOT WATER HEATER OR FURNACE 6 3 .,._/ .. / LIGHT FIXTURE(0-250 WATT) 6 3 GATE VALVE LIGHT FIXTURE(250-499 WATT) 12 6 ,OO I 13 0'RI 70 1 O r"'o m Ins � 0 •� t m I o 7 li It Ai\ I 1 1 `::g / i II / 3-7 1 8 ,% 0 4296 NUGGET LANE 1 0-6 1 0-6 �V 0-6 1-2 - l' 4-6 / I 1 3"' 1 4298 NUGGET LANE 0 0 I I2 0 14 4 FIRE SPRINKLER FIRERISERKLER GARAGEo 7 RISER 5' 99'-6" - O 9 a a I - II III II II O 0 O 1 I rA 3 \SITE UTILITY PLAN 1 ENTRY © F P „= 15'-0" 1 ,, 1 1 n 1 1 OPEN TO ABOVE5 20 35 0-6 ' �, 5-2 7-6 10-11 0-6 V L 7.5 15 22.5 30 37.5 LI • / �_ approved for install �N , W GOATS � II II / a1 \ r alk FP2 o MECH ICAL MUDILAUN RY 0 , o ELEV. UP FP2 TOWN OF VAIL INSTALLATION & SYSTEM REQUIREMENTS O 8'-8" `� - 0 RESIDENTIAL FIRE SPRINKLER SYSTEM FLOW SWITCHES AND TAMPER SWITCHES ARE REQUIRED TO BE MONITORED BY AN APPROVED RESIDENTIAL FIRE N OPEN TO ABOVE ALARM SYSTEM. n � �` 1 1 1 1 O - / FIRE DEPARTMENT CONNECTIONS ARE NOT REQUIRED FOR 13D SYSTEMS. 00 4-7 2 8-4 • 1 7-3 �o� -11 J \\�� co� STAIR AN OUTSIDE HORN/STROBE IS REQUIRED TO BE INSTALLED WITH Al 3D SYSTEM.HORN/STROBE MUST BE SHOWN ON SUBMITTAL DRAWINGS BUT FINAL 2;g 7-6 I. N LOCATION CAN BE DETERMINED AT ROUGH INSPECTION. JQ^ N _ 0 U ENTRY A RY 0] d \ NEW 13D SYSTEMS ARE REQUIRED TO BE DESIGNED TOA.1 DENSITY.A MINIMUM OF 2 HEADS SHALL BE CALCULATED IN THE DESIGN AREA.CEILINGS Or THAT ARE EITHER ABOVE 24 FEET OR GREATER THAN A 4:12 PITCH SHALL REQUIRE A FOUR HEAD CALCULATION. 11°I.16 IN 13D RETROFIT SITUATIONS,A.05 DENSITY MAY BE APPROVED IF AN EXISTING WATER SERVICE IS NOT SUFFICIENT TO SUPPORT A.1 DENSITY. 3.84-0 \ \ r � —1 13D SYSTEMS ONLY NEED BE SUPPORTED BY METHODS COMPARABLE TO THOSE REQUIRED BY APPLICABLE LOCAL PLUMBING CODES(7.4.2,13D 2013 0 \ I ED.) Tit \ . BASE OF RISER 13D PUMPS AND EXPANSION TANKS ARE NOT REQUIRED TO BE LISTED.FLOW SWITCHES AND FLOW VALVES ARE REQUIRED TO BE LISTED AND RISER LEGEND [MINIMUM MONITORED. M �,0 .N;� PRESSURE AT SUPPLY GAUGE 1 . 2" WATER SUPPLY FROM CITY MAIN DURING DRAIN TEST IS 98.706 PSI CONTROL VALVES,ISOLATION VALVES,ZONE VALVES OR ANY VALVE OTHERWISE RELATED TO THE CONTROL OF FIRE SPRINKLER SYSTEMS SHALL BE INSTALLED SO THAT THE OPERABLE PARTS OF THE VALVE ARE ACCESSIBLE WITHOUT THE USE OF PORTABLE LADDERS.THE HEIGHT OF SPRINKLER N8-1 2. PRESSURE GAUGE CONTROL VALVES SHALL NOT EXCEED 7 FEET ABOVE THE FLOOR. I; 3. 11/2" BALL VALVE W/TAM P E R SPRINKLER RISERS AND TRIM PACKAGES SHALL IN READILY ACCESSIBLE AREAS THAT PROVIDE SUFFICIENT WORKING SPACE FOR REPLACEMENT OF 1 d 4. 11/2" CLA-VAL PRESSURE REDUCER \ CD EQUIPMENT AND SERVICING OF SYSTEM.AMINIMUM HEADSPACE OF SIX FEET IS REQUIRED. 15-3 0 5. WATER FLOW DETECTOR GARAGES IN 13D AND I3R SYSTEMS ARE REQUIRED TO BE EQUIPPED WITH FIRE SPRINKLERS. GUEST , - . li co 6. 1'/2"AMES LF2000B BACKFLOW WlTAMPERS 0. SUITE / 8-2 7. 1" TEST AND DRAIN 4 USE OF ANTIFREEZE SOLUTIONS SHALL BE ALLOWED WHEN SYSTEMS MEET THE FOLLOWING CRITERIA.A 50/50 FACTORY PRE-MIX SOLUTION SHALL BE 1 1— 8. 1" MAIN DRAIN/TEST DISCHARGE PERMITTED ONLY IN EXISTING SYSTEMS. 8'-8" \ �'1 / 7-8 l' 7-8 / —_ FOR NEW CONSTRUCTION ANTI-FREEZE SOLUTIONS SHALL NOT BE PERMITTED TO BE IN PORTIONS OF SYSTEMS COVERING HABITABLE AREAS. TV ( 1 RISERS,CROSS MAINS,AND BRANCH LINES SHALL NOT BE INSTALLED ON WALLS WHEN THE OUTSIDE OF THE WALL IS EXPOSED TO ENVIRONMENTAL 0 I _ CONDITIONS. ?' 0 I: to REC ; N TV ROOM 6 • I TV o - GENERAL NOTES a \ EO: 8.-8" S. 1 iii THIS WET PIPE SPRINKLER SYSTEM DESIGNED TO COMPLY WITH NFPA I3D,AND OTHER APPLICABLE STANDARDS,AND TO BE APPROVED BY THE LOCAL AUTHORITIES HAVING JURISDICTION PRIOR TO COMMENCEMENT OF FABRICATION AND INSTALLATION. ' ' ' L' . / TOWN OF VAIL PROTECTION BELOW 40°F IS THE RESPONSIBILITY OF THE GENERAL CONTRACTORIOWNER.GENERAL CONTRACTOR IS TO PROVIDE ADEQUATE GUEST LIN. / 4-2 x O INSULATION TO PREVENT SPRINKLER PIPE FROM FREEZING.INSULATE PER NFPA 13 REQUIREMENTS. G , I— LS SEE ATTACHED'EQUIPMENT DATA SUBMITTAL'FOR ALL APPLICABLE MATERIALS AND EQUIPMENT USED ON THIS PROJECT. 1� Contractor Registration 1 1 \ 1 �r0 -ot -0 TOWN OFD ALL PIPING TO BY COPPER TYPE'M'UNLESS OTHERWISE NOTED. GUEST 4-10 2-5 8-0 0 ALL PIPE DIMENSIONS ARE CENTER TO CENTER. co BATH A Business Num: Vail Valley Fire Sprinkler Corp0 y 1 c 4 V. O PIPE HANGERS SHALL COMPLY WITH NFPA 13 STANDARDS.SEE PLAN FOR DETAILS AND LOCATIONS. • aV 01-3 PrinipalName: ClmtJenssen\ 4�"" SPRINKLERS TO BE INSTALLED IN ACCORDANCE WITH NFPA 13D THEIR LISTINGS,AND PER THE LOCAL AHJ. • Business Address: Po Box 1055 I I PROJECT SPECIFICATIONS WERE NOT PROVIDED TO THE INSTALLING CONTRACTOR FOR REVIEW. THEREFORE THE PRODUCT IS CONSIDERED DESIGN °� BUILD. THE INSTALLING CONTRACTOR HAS UTILIZED SYSTEM MATERIALS AND STANDARDS THAT ARE CONSIDERED INDUSTRY STANDARD AND City,State ZiVail CO 81658 I APPROPRIATE FOR THE TYPE OF BUILDING AND EXISTING CONDITIONS. V � ' 0 M J THE OWNER SHALL MAINTAIN A CLEAR 18"BETWEEN THE CEILING AND THE TOP OF ANY STORAGE OR OTHER OBSTRUCTIONS. Phone: (970)914-5014 E-Mail: blaminvat7@aol.com ED _.‘ I O 1 \ 2 ANY ACCESS PANELS FOR VALVE AND DEVICE ACCESSIBILITY IS TO BE BY OTHERS. © w. THE OWNER IS RESPONSIBLE FOR ANNUAL INSPECTIONS,TESTING,AND MAINTENANCE PERFORMED BY A LICENSED CONTRACTOR AS REQUIRED BY NFPA Electrical and Plumbing contractors shall provide their State of Colorado Electrical or Plumbing License number rdb Fire Protection contractors shall provide of their Vail Fire and Emergency Services Contractor Registration number 25. 7-9 `' d r Electrical Lie.#: 17 VFES Contractor Reg#: CO-491 N 1 IF FIELD CONDITIONS RESULT IN A CHANGE TO THE SHOP DRAWING INSTALLATION IN ANY WAY,CONTACT THE PROJECT DESIGNER TO VERIFY PROPOSED CHANGES ARE COMPLIANT WITH NFPA 13R REQUIREMENTS AND PER HYDRAULIC DESIGN. STORAGE n Pltanbung Lia#: `` ALL CLOSETS UNDER 24 SQ FT WITH THE LEAST DIMENSION UNDER 36"DO NOT REQUIRE SPRINKLERS. UTILITY AND LAUNDRY CLOSETS SHALL HAVE 8'-8" SPRINKLERS INSTALLED. rAM% y With acceptance of the issuance of this registration,the contractor agrees: I hereby certify that it is my responsibility to abide by the Vail Town Code and licensing requirements. Further,I certify that I shall maintain the insurance and licensing „Imm __` ALL PIPE TO BE RUN CONCEALED ABOVE CEILINGS IN FINISHED AREAS. requirements per Vail Town Code.I understand that failure to conply with all town codes,laws,and regulations may result in rewation of my license including penalties as allowed by law. PENDENT SPRINKLERS IN CEILINGS ARE TO BE ALIGNED WITH CEILING FIXTURES WHERE POSSIBLE AND REASONABLE. ��- Wc•-- ENSURE ALL PIPING IS ADEQUATELY DRAINABLE EVEN IF ALL DRAINS ARE NOT SHOWN ON THIS PLAN. March 28,2018 ( CLOWER LEVEL FIRE SPRINKLER PLAN Date N 0ChristopherJarecki HYDRAULIC DESIGN NOTES 14"_ '-ou SQ.FT.= 2,229 O THE ENTIRE SYSTEM IS SIZED BASED ON HYDRAULIC CALCULATIONS.ADEQUATE CALCULATIONS HAVE BEEN CONDUCTED TO MAKE ASSUMPTIONS FOR 04/30/2021 ENTIRE PROJECT. 13 5 7 9 Registration Expiration Date - 2 4 6 8 10I Cornmnity Development Department-75 South Frontage Road West-VA CO 81657-Phone:970-479-2139 DESIGN OF RESIDENTIAL AREAS IS IN ACCORDANCE WITH RESIDENTIAL CRITERIA OF NFPA 13D AND VAIL FIRE&EMERGENCY SERVICES. THE DESIGN AREA CONSISTS OF THE TWO(2)MOST HYDRAULICALLY DEMANDING SPRINKLERS WITHIN A SINGLE COMPARTMENT WITH CEILING SLOPE 4:12 OR LESS AND FOUR(4) SPRINKLERS IN A SINGLE COMPARTMENT WITH CEILING SLOPE GREATER THAN 4:12 AS SPECIFIED BY THE AHJ.MINIMUM DISCHARGE AT EACH SPRINKLER IS 0.10 GPM PER SQ FT.THE AREA PER SPRINKLER CALCULATED IS THE ACTUAL MAXIMUM COVERAGE OF THE SPRINKLERS PER NFPA 13 8.5.2.1. 2�R I S E R DETAIL MAXIMUM SPRINKLER SPACING IN COMPARTMENTS WITH CEILING SLOPE GREATER THAN 4:12 IS 144 FT'.SPRINKLER SPACING IN COMPARTMENTS WITH CEILING SLOPE 4:12 OR LESS IS 224 FT2. FPNO SCALE NFPA 13D DOES NOT REQUIRE INSIDE OR OUTSIDE HOSE ALLOWANCES. COPPER TUBE HANGER SPACING OVER 100 PSI SPRINKLER LEGEND PROJECT: SYMBOL LEGEND SIZE BETWEEN HANGERS TO END OF LINE ARM-OVER LENGTH MAX. SYMBOL MFG SIN MODEL QTY K TYPE SIZE RESP FINISH TEMP NOTE VAIL VALLEY NUGGET LANE DUPLEX S.R.R. =SMALL ROOM RULE 0 = HYDRAULIC NODE TAG 3/4" 8'-0" (SSP)0'-6" (SSU)1-0" (SSP)0'-6" (SSU)1-0" # Tyco TY3596 LFII 18 4.9 Pendent Y. Quick White 160°F CONCEALED FIRE 4298 NUGGET LANE =TYPE M COPPER PIPE - r TIP-D SPRINKLER O.T.S. =OPEN TO STRUCTURE 1" S'0" (SSP)0'6" (SSU)1'6" (SSP)0'6" (SSU)1'0" Total-18 �/** FIRE PROTECTION DESIGN, INC. VAIL, COLORADO 81657 = PIPE HANGER Up = PIPE DIRECTION UP =THREADED STEEL PIPE 1+% 10-0 (SSP)0-6 (SSU)2'-0 (SSP)0-6 (SSU)1-0 " ' " ' " " ' " ' " 13147 BIRCH WAY,THORNTON,CO 80241 (303)920-0941 CORPORATION FIRE SPRINKLER PLAN PAUL D. HUBBARD- NICET III-#108221 LOWER LEVEL =WELDED STEEL PIPE + Dn = PIPE DIRECTION DOWN 1/z' 10-0 (SSP)0-6 (SSU)2-6 (SSP)0'-6" (SSU)1-0 - �. BL1 = BRANCH LINE#12" 12'0" (SSP)0'6" (SSU)2'6" (SSP)0'6" (SSU)1'0" 7 V`- 0- �aA•.J Rn = PIPE RISER NIPPLE � =CENTER LINE PIPE ELEVATION DRAWN BY: SCALE: A.H.J. �� = MAIN#1 2'/z' 12'-0" (SSP)0'-6" (SSU)2-6" (SSP)0'-6" (SSU)1'-0" PAUL D. HUBBARD AS NOTED TOWN OF VAIL OH1 =ORDINARY GROUP 1 HAZARD ABOVE FINISHED FLOOR =GROOVED PIPE SEGMENT 57 HEREFORD LANE EDWARDS COLORADO 81632 3" 12-0" (SSP)0'-6" (SSU)2-6" (SSP)0'-6" (SSU)1'-0" CONTRACT#: DATE DRAWING NUMBER: 1803014298 05/07/18 FP1 OF 2 tilaw.77Fra610 '41. Z o Vail Fire&Emergenc Services 06/11/18 10 COPPER TUBE CLAMP COPPER TUBE SUSPENSION CLAMP COPPER TUBE RING HANGER COPPER TUBE RING HANGER t#1.1 * — — --"�-- ------ - — = WOOD JOIST OR BEAM 4 ,or+� CLAMP SIDE SAMMY SCREW■I1]AIIIIIIIIIIINt M CU TUBE M N CU TUBE M LAMP + + e T±)'* e ■ SAMMY SCREW Mil *Ar10* '■' / �� ALL-THREAD RODE ALL-THREAD ROD e 04p/4III 11111111. .•,„ 0, ,: A a- a-C'ail %14‘ iiU $RINGNGER RING HANGER =�, _ — • CU TUBE �� CU TUBE � 4.4 - rt DECK --�' 1 1 _I-III-II I II III ``` o 5-1 II III—I , 10 . 4� I �� r F 0— . — 0-6 0-6 z 4111 - shownlas 3/4 on calcs U Q 'w[ w m 0 _ II 0000 3-4 • o 1 1 - - 3\BUILDING CROSS SECTION 5 5 ® 1 i� 37 moo(, 78 (� \ O FP2 114"= 1 '-p..�/ 13579 � - 41) ® 12 12 51 �� 2 4 6 8 10 r o/ 5-4 11-11 513 ' DENlOFFICEq 2-11 (11 T� BEDROOM,-p16 �/`� 06 ' 12 a l I o do MASTER p i L F ® d EDROOM _ I I I L = r I — II-III-II 1 7-7 7-0 0 .C. •}�? T2 s-1 o — BATH 3 CLO 3 / 076 / I 7 \ • MASTER 0 FT' 4� Q� 8'-10" j ~� 7-0 0, 1� d �� 0-6 � 0 1 � " 1 , oT. BATH I:I o o 1 �j X5-1 – II 1111 II II ILo1 1 • v� 1 T1 4-4 U�co 1-3 4-3 2.7 7-3 POWDER ® I 1 8'-10" 0 27 FT' _ -0 44 EAM SHOV JE R lI BATH 2 0 0 C ke BED 2 50 FT'4,-, AA d nnco +3 N 1-6 = , (('---% / 7s �' r1r �, OPEN TO ELOW L - I Cp16 • A � Z csi � V 2\0 I— 7ol COAT „_ FSHWR 6-11 1 6-9 / 0 7 b / N HALL 3-41 �-6 — — — — — ❑ — — — — —'1— \ — — — I I I / „ II I 0 ` l II III=SII II 1 1 1 II I_o° 1 8 -10 / N L2-3 14 2-3 ' 2-10 1 �. 0/ ELEV. = n I,�= {} �Y $11)1 UP - CLO 2 • ELEV. 20\ P� I . . �° i / PANTRY MASTER - 3-1 00=8 STORAGE M 18 FTz 1-6 8'-10” LO 0-6 ota ` ' co STAIR 7-1 13 FTz ,� 10F \ wil: /r1T1-- + STAR .. 0 JQ I / t 06 �06�� 1 c 8..g.. r, / / 8 -10 — o �� m 9 �I► 1TV Com'- ° �I�-0 6 /119 C� / 7-6 / 12-2 r ,� 10-6'a�+ 1 21> +� — �- r1 1 c44 1 1 �� 1 �0 0-10DN - ,� ti 0e} DN �� 6-10 9I c9/��1-010-1 �I\ 1$-10 `? /o-'1 _ ' BED 3 { �v HALL 0 \ v I0 C ) 0O ¢7 l' 10'-6" N /— 4-10 ,, 2020 00 / BAR 6 .41 I II IIl IIl ^ If I II-A111 I��I��I 1 II III IA ^ II I— _ a a uua u d l / 1 0-6 * KITCHENl. 0 H = 11-8 u 7 Q 1 T� I /AY2UPPERLEVELFIRESPRINKLERPLAN6.11 1 — c4 4 P1-9 k \ I 41211. 71)-1/4"= 1 '-0" SQ.FT.= 900 • RE © IM 1 3 5 7 9 Q 2 4 6 8 10 0 w m I GENERAL NOTES Q rr m > �z l AUTHORTETHIS WET IPE S HAVNINKLER SYSTEM DESIGNED TO COMPLY G JURSDICION PROR TO COMMENCEMEITH NFPA 13D,AND NT OF FABRICATON ANDI INSTALLABONLE STANDARDS,AND TO BE APPROVED BY THE LOCAL -� 0 Hydraulic Information Hydraulic Information N © Remote Area 1 Remote Area 2 o TM FREEZE PROTECTION BELOW 40°F IS THE RESPONSIBILITY OF THE GENERAL CONTRACTORIOWNER.GENERAL CONTRACTOR IS TO PROVIDE ADEQUATE N OCCUPANCY CLASSIFICATION Residential OCCUPANCY CLASSIFICATION Residential LIVING INSULATION TO PREVENT SPRINKLER PIPE FROM FREEZING.INSULATE PER NFPA 13 REQUIREMENTS. DENSITY 0.100gpm/ft2 for 298.38ft2(Actual 298.38ft2) DENSITY 0.100gpm/ft2 for 175.79ft2(Actual 175.79ft2) QTOTAL HOSE STREAMS 0.00 TOTAL HOSE STREAMS 0.00 SEE ATTACHED'EQUIPMENT DATA SUBMITTAL'FOR ALL APPLICABLE MATERIALS AND EQUIPMENT USED ON THIS PROJECT. 2 2 0 -----i----ri TOTAL HEADS FLOWING 4 TOTAL HEADS FLOWING 2 ALL PIPING TO BY COPPER TYPE'M'UNLESS OTHERWISE NOTED. 0 NE 12 12 I K-FACTOR 4.9 K-FACTOR 4.9 TOTAL WATER REQUIRED 65.87 TOTAL WATER REQUIRED 45.31 BEAM ALL PIPE DIMENSIONS ARE CENTER TO CENTER. TOTAL PRESSURE REQUIRED 128.933 TOTAL PRESSURE REQUIRED 116.620 PIPE HANGERS SHALL COMPLY WITH NFPA 13 STANDARDS.SEE PLAN FOR DETAILS AND LOCATIONS. BASE of RISER(gpm) 65.87 BASE of RISER(gpm) 45.31 3- eD. 2-0 1-7 6-10 1-9 y 6-7 I BASE of RISER(psi) 98.706 BASE of RISER(psi) 91.235 SPRINKLERS TO BE INSTALLED IN ACCORDANCE WITH NFPA 13D,THEIR LISTINGS,AND PER THE LOCAL AHJ. o � �J 1 ^ `J SAFETY MARGIN(psi) +15.980(11.0%) _ SAFETY MARGIN(psi) +28.336(19.5%) (.f') PROJECT SPECIFICATIONS WERE NOT PROVIDED TO THE INSTALLING CONTRACTOR FOR REVIEW. THEREFORE THE PRODUCT IS CONSIDERED DESIGN 1 1 1 0 \�J 1 l 1-9 o l FLOW TEST PRESSURES REDUCED BY 10 PSI PRIOR TO CALCULATION BUILD. THE INSTALLING CONTRACTOR HAS UTILIZED SYSTEM MATERIALS AND STANDARDS THAT ARE CONSIDERED INDUSTRY STANDARD AND APPROPRIATE FOR THE TYPE OF BUILDING AND EXISTING CONDITIONS. 0-6 4-3 6-11 3-7 6-11 THE OWNER SHALL MAINTAIN A CLEAR 18"BETWEEN THE CEILING AND THE TOP OF ANY STORAGE OR OTHER OBSTRUCTIONS. IANY ACCESS PANELS FOR VALVE AND DEVICE ACCESSIBILITY IS TO BE BY OTHERS. 4 MINIMUM DISTANCES FOR RESIDENTIAL SPRINKLERS[13D;TABLE 7.5.6.3] THE OWNER IS RESPONSIBLE FOR ANNUAL INSPECTIONS,TESTING,AND MAINTENANCE PERFORMED BY A LICENSED CONTRACTOR AS REQUIRED BY NFPA MINIUMUM MINIMUM 25. ce 0o DISTANCE FROM DISTANCE FROM A DINING I EDGE OF SOURCE EDGE OF SOURCE IF FIELD CONDITIONS RESULT INA CHANGE TO THE SHOP DRAWING INSTALLATION IN ANY WAY,CONTACT THE PROJECT DESIGNER TO VERIFY PROPOSED TO ORDINARY TO INTERMEDIATE CHANGES ARE COMPLIANT WITH NFPA 13R REQUIREMENTS AND PER HYDRAULIC DESIGN. TEMPERATURE TEMPERATURE - HEAT SOURCE SPRINKLER(IN.) SPRINKLER(IN.) ALL CLOSETS UNDER 24 SQ FT WITH THE LEAST DIMENSION UNDER 36"DO NOT REQUIRE SPRINKLERS. UTILITY AND LAUNDRY CLOSETS SHALL HAVE SIDE OF OPEN OR RECESSED FIREPLACE 36 12 SPRINKLERS INSTALLED. V KI- FRONT OF RECESSED FIREPLACE 60 36 ALL PIPE TO BE RUN CONCEALED ABOVE CEILINGS IN FINISHED AREAS. COAL OR WOOD-BURNING STOVE 42 12 PENDENT SPRINKLERS IN CEILINGS ARE TO BE ALIGNED WITH CEILING FIXTURES WHERE POSSIBLE AND REASONABLE. KITCHEN N./0 0-6 T - I I WALL OVEN RANGE 18 9 ENSURE ALL PIPING IS ADEQUATELY DRAINABLE EVEN IF ALL DRAINS ARE NOT SHOWN ON THIS PLAN. 8-0 8-0 / I I HOT AIR FLUES 18 9 UNINSULATED HEAT DUCTS 18 9 L LI \ II Fi UNINSULATED HOT WATER PIPES 12 6 HYDRAULIC DESIGN NOTES SIDE OF CEILING OR WALL-MOUNT DIFFUSERS 24 12 FRONT OF WALL-MOUNT HOT AIR REGISTERS 36 18 THE ENTIRE SYSTEM IS SIZED BASED ON HYDRAULIC CALCULATIONS.ADEQUATE CALCULATIONS HAVE BEEN CONDUCTED TO MAKE ASSUMPTIONS FOR HOT WATER HEATER OR FURNACE 6 3 ENTIRE PROJECT. LIGHT FIXTURE(0-250 WATT) 6 3 DESIGN OF RESIDENTIAL AREAS IS IN ACCORDANCE WITH RESIDENTIAL CRITERIA OF NFPA 13D AND VAIL FIRE&EMERGENCY SERVICES. THE DESIGN AREA / aik MA I N LEVEL FIRE SPRINKLER PLAN LIGHT FIXTURE(250-499 WATT) 12 6 CONSISTS OF THE TWO(2)MOST HYDRAULICALLY DEMANDING SPRINKLERS WITHIN A SINGLE COMPARTMENT WITH CEILING SLOPE 4:12 OR LESS AND FOUR(4) SPRINKLERS IN A SINGLE COMPARTMENT WITH CEILING SLOPE GREATER THAN 4:12 AS SPECIFIED BY THE AHJ.MINIMUM DISCHARGE AT EACH SPRINKLER IS 0.10 GPM PER SQ FT.THE AREA PER SPRINKLER CALCULATED IS THE ACTUAL MAXIMUM COVERAGE OF THE SPRINKLERS PER NFPA 13 8.5.2.1. \ N7l FP2)1/4"= 1 .-0" SQ.FT.= 2,381 MAXIMUM SPRINKLER SPACING IN COMPARTMENTS WITH CEILING SLOPE GREATER THAN 4:12 IS 144 FT'.SPRINKLER SPACING IN COMPARTMENTS WITH CEILING SLOPE 4:12 OR LESS IS 224 FT2. 13 5 7 9 NFPA 13D DOES NOT REQUIRE INSIDE OR OUTSIDE HOSE ALLOWANCES. 2 4 6 8 10 COPPER TUBE HANGER SPACING OVER 100 PSI SPRINKLER LEGEND PROJECT. SYMBOL LEGEND SIZE BETWEEN HANGERS TO END OF LINE ARM-OVER LENGTH MAX. SYMBOL MFG SIN MODEL QTY K TYPE SIZE RESP FINISH TEMP NOTE AIL VALLEY NUGGET LANE DUPLEX S.R.R. =SMALL ROOM RULE 0 = HYDRAULIC NODE TAG 3/4" 8'-0" (SSP)0'-6" (SSU) 1'-0" (SSP)0'-6" (SSU) 1'-0" * Tyco TY3596 LFII 35 4.9 Pendent '/2 Quick White 160°F CONCEALED KLER 4298 NUGGET LANE =TYPE M COPPER PIPE Total=35 rFTrD FIRE O.T.S. =OPEN TO STRUCTURE 1" 8'-0" (SSP)0'-6" (SSU) 1'6" (SSP)0'-6" (SSU) 1'0" *** FIRE PROTECTION DESIGN. INC. VAIL, COLORADO 81657 = PIPE DIRECTION UP =THREADED STEEL PIPE 1+i'A" 10'-0" (SSP)0'-6" (SSU)2-0" (SSP)0'-6" (SSU) 1'-0" 13147 BIRCH WAY,THORNTON,CO 80241 (303)920-0941 CORPORATION Up = PIPE HANGERFIRE SPRINKLER PLAN Dn = PIPE DIRECTION DOWN =WELDED STEEL PIPE 1+'/z' 10'-0" (SSP)0'-6" (SSU)2-6" (SSP)0'-6" (SSU) 1'-0" PAUL D. HUBBARD NICET III^ #108221 BL1 _ BRANCH LINE#1 `, MAIN & UPPER LEVELS Rn = PIPE RISER NIPPLE 2" 12'-0" (SSP)0'-6" (SSU)2'-6" (SSP)0'-6" (SSU) 1'-0" 7 C►` �a�+J �6 =CENTER LINE PIPE ELEVATION = MAIN#1 DRAWN BY: SCALE: A.H.J. OH1 =ORDINARY GROUP 1 HAZARD 2'/2" 12'-0" (SSP)0'-6" (SSU)2-6" (SSP)0'-6" (SSU) V-0" PAUL D. HUBBARD AS NOTED TOWN OF VAIL ABOVE FINISHED FLOOR =GROOVED PIPE SEGMENT 57 HEREFORD LANE EDWARDS COLORADO 81632 - 3" 12'-0" (SSP)0'-6" (SSU)2'-6" (SSP)0'-6" (SSU) 1'-0" CONTRACT#: DATE: DRAWING NUMBER: 1803014298 05/07/18 FP2 OF 2