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ArAler\ / Supply Flow Test Data # '000 ' at' ` TEST CONDUCTED BY VAIL VALLEY FIRE SPRINKLER TEST WITNESSED BY CLINT JANSSEN ‘ Q F GATE VALVE40. - Vail Fire&Emergency Services DATE OF TEST 5/9/2018 06/20/18 COPPER TUBE CLAMP COPPER TUBE SUSPENSION CLAMP R �`Ri �,�,�p��F ` RESIDUASTATIC L PRESSURE 90.000 ESSURE 0 _ t=+ 20 QV� tlikee4010 Fvikeo � ` FLOW 1245.00 \ FLOW TEST PRESSURES REDUCED BY 10 PSI PRIOR TO CALCULATION CLAMP ~ + M CU TUBE M ' ' sts I) 3 Y G MCU TUBE M LAMP +T±` ' ' I VA1.1 ,, ,, um / -1�` 2 w-!: :r- 0 0 /h4 I `n TOWN OF VAIL i s t r a t i o n �'i ••o of A c.� C o n t r a c t o r R e FIRE SPRINKLER '1' g TOWN OF VAIL �� I RISER \I• I Business Name: Vail Valley Fire Sprinker Corp PrinipalName: Clint Jenssen 1 \ CO Business Address: Po Box 1055 COPPER TUBE RING HANGER COPPER TUBE RING HANGER ` ` <G City,State Zip: Vail C081658 FIRE SPRINKLER e a S RISER /^\ €4 \ tSi Phone: (970)914-5014 E-Mail blazemvail@aolcom WOOD JOIST OR BEAM SI DE SAMMY SCREW■'11111111111111111' = O \ 111Electrical and Plumbing contractors shall provide their State of Colorado Electrical or Plumbing License number 4273 COLUMBINE DRIVE ` Q� Fire Protection contractors shall provide of their Vail Fire and Emergency Services Contractor Registration number SAMMY SCREW 4273 COLUMBINE I-Electrical Lic.#: m VFES Contractor Reg#: CO-491 ALL-THREAD ROAWEST DUPLEX 2. ALL-THREAD ROD e a am. I DRIVE EAST \ co r Plumbing Lic.#: 11111111 11111111 DUPLEX 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 I requirements per Vail Town Code.I understand that failure to comply with all town codes,laws,and regulations may result in revoation of my license including penalties as RING HANGER RING HANGER \ allowed by law. AA.. .-,----.. CU TUBE ; ; CU TUBE 1 \ ej' March 28,2018 • _ �'•�_ Date Christopher Jarecki I I \ 04/30/2021 Registration Expiration Date Community Development Department-75 South Frontage Road West-Vail,CO 81657-Phone:970-479-2139 111 A r 1 Ll til BEDROOM 0 O O 8'.3" OBATH O s'-3.. O SPRUCE WA 9-0 47 FT' �— 1 (4011-6 3-2 0 o n c� (1& -3nSITE UTILITY PLAN TOWN OF VAIL INSTALLATION & SYSTEM REQUIREMENTS I I � P1/ 5t-0tt 5 20 35 RRESIDENTIAL FIRE SPRINKLER ESIDENTIAL FIRE ALARM SYST SYSTEM TEM FLOW SWITCHES AND TAMPER SWITCHES ARE REQUIRED TO BE MONITORED BY AN APPROVED I a L 7.5 15 22.5 30 37 5 �O CLOSET 0 � FIRE DEPARTMENT CONNECTIONS ARE NOT REOLIIRFI7 FOR 1317 SYSTEMS, CLOSET + LrQv 9 , 1 LAUNDRY MECH AN OUTSIDE HORN/STROBE IS REQUIRED TO BE INSTALLED WITH Al 3D SYSTEM. HORN/STROBE MUST BE SHOWN ON SUBMITTAL DRAWINGS BUT s 94 CLOSET 3- `� 2-i 9'-0" 9%0" z' g FINAL LOCATION CAN BE DETERMINED AT ROUGH INSPECTION. N.BEDROOM I N �z 0 4 oQ �� 11 1 _ NEW 13D SYSTEMS ARE REQUIRED TO BE DESIGNED TO A.1 DENSITY.A MINIMUM OF 2 HEADS SHALL BE CALCULATED IN THE DESIGN AREA. O 8'-3„ - 1 o — — I O * O 5-8 I Uo 2-I I 2-4-10 CEILINGS THAT ARE EITHER ABOVE 24 FEET OR GREATER THAN A4:12 PITCH SHALL REQUIRE A FOUR HEAD CALCULATION. O �- 8-11 9'6 o HALL / IN 13D RETROFIT SITUATIONS,A.05 DENSITY MAY BE APPROVED IF AN EXISTING WATER SERVICE IS NOT SUFFICIENT TO SUPPORT A.1 DENSITY. 8'-3" *10-8 13D SYSTEMS ONLY NEED BE SUPPORTED BY METHODS COMPARABLE TO THOSE REQUIRED BY APPLICABLE LOCAL PLUMBING CODES (7.4.2, 13D *0-8 CLOSET- , 2013 ED.) O O m I - 13D PUMPS AND EXPANSION TANKS ARE NOT REQUIRED TO BE LISTED. FLOW SWITCHES AND FLOW VALVES ARE REQUIRED TO BE LISTED AND --) -O D MONITORED. .7, O N HALL `, . F 0 3 0++ATH 9'" 0 119 ` O CONTROL VALVES, ISOLATION VALVES, ZONE VALVES OR ANY VALVE OTHERWISE RELATED TO THE CONTROL OF FIRE SPRINKLER SYSTEMS 8'-3" m © SHALL BE INSTALLED SO THAT THE OPERABLE PARTS OF THE VALVE ARE ACCESSIBLE WITHOUT THE USE OF PORTABLE LADDERS. THE HEIGHT - 47 FT2OF SPRINKLER CONTROL VALVES SHALL NOT EXCEED 7 FEET ABOVE THE FLOOR. II 1 0 up _ ce SPRINKLER RISERS AND TRIM PACKAGES SHALL IN READILY ACCESSIBLE AREAS THAT PROVIDE SUFFICIENT WORKING SPACE FOR BATH it-g, 1 - w REPLACEMENT OF EQUIPMENT AND SERVICING OF SYSTEM.A MINIMUM HEADSPACE OF SIX FEET IS REQUIRED. OSTAIR 0 9'-0" - c1 2 511 74 a r OGARAGES IN 13D AND 13R SYSTEMS ARE REQUIRED TO BE EQUIPPED WITH FIRE SPRINKLERS. IU o � � U I 1, CLOSET BUNK ALCOVE USE OF ANTIFREEZE SOLUTIONS SHALL BE ALLOWED WHEN SYSTEMS MEET THE FOLLOWING CRITERIA.A 50/50 FACTORY PRE-MIX SOLUTION 0 F 0 O2 SHALL BE PERMITTED ONLY IN EXISTING SYSTEMS. 21f - �— O SHWR • BASE OF RISER �� RISER LEGEND FOR NEW CONSTRUCTION ANTI-FREEZE SOLUTIONS SHALL NOT BE PERMITTED TO BE IN PORTIONS OF SYSTEMS COVERING HABITABLE AREAS. Q MINIMUM PRESSURE AT SUPPLY GAUGE BEDROOM 1. 2" WATER SUPPLY FROM CITY MAIN DURING DRAIN TEST IS 66.738 PSI RISERS, CROSS MAINS,AND BRANCH LINES SHALL NOT BE INSTALLED ON WALLS WHEN THE OUTSIDE OF THE WALL IS EXPOSED TO 10'-0" 2. PRESSURE GAUGE ENVIRONMENTAL CONDITIONS. 3 4. 1'h" CLA VAL PRESSURE REDUCER a LL VALVE WITAMPER CD GENERAL NOTES P2 d , O 0 0 0 0 0 �� 74 I 5. WATER FLOW DETECTOR THIS WET PIPE SPRINKLER SYSTEM DESIGNED TO COMPLY WITH NFPA 13D,AND OTHER APPLICABLE STANDARDS, AND TO BE APPROVED BY THE 6. 1%"AMES LF2000B BACKFLOW W/TAMPERS 1 LOCAL AUTHORITIES HAVING JURISDICTION PRIOR TO COMMENCEMENT OF FABRICATION AND INSTALLATION. o s O 1 0 7. 1" TEST AND DRAIN 4 1 I -* 1 ���:1-9 8. 1" MAIN DRAIN/TEST DISCHARGE W ,v 0 11 a 10-9 \ II \ 11-9 \ 510 fQ 1 9 0 — / as FREEZE PROTECTION BELOW 40°F IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR/OWNER. GENERAL CONTRACTOR IS TO PROVIDE 6-10 _ [ o ADEQUATE INSULATION TO PREVENT SPRINKLER PIPE FROM FREEZING. INSULATE PER NFPA 13 REQUIREMENTS. O ROMP�R ROOM ';�� SEE ATTACHED 'EQUIPMENT DATA SUBMITTAL' FOR ALL APPLICABLE MATERIALS AND EQUIPMENT USED ON THIS PROJECT. 10.-0" .. ? FP C 0 3 ce O ALL PIPING TO BY COPPER TYPE 'M' UNLESS OTHERWISE NOTED. ` 1 ALL PIPE DIMENSIONS ARE CENTER TO CENTER. l 6-0 O .ri� PIPE HANGERS SHALL COMPLY WITH NFPA 13 STANDARDS. SEE PLAN FOR DETAILS AND LOCATIONS. 1 1 @=11 .6 o-sSPRINKLERS TO BE INSTALLED IN ACCORDANCE WITH NFPA 13D, THEIR LISTINGS,AND PER THE LOCAL AHJ. ci) 0 M 0 0 0 0 y$ O PROJECT SPECIFICATIONS WERE NOT PROVIDED TO THE INSTALLING CONTRACTOR FOR REVIEW. THEREFORE THE PRODUCT IS CONSIDERED a DESIGN 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. -1 -._:J II , — U CD ; ED THE OWNER SHALL MAINTAIN A CLEAR 18" BETWEEN THE CEILING AND THE TOP OF ANY STORAGE OR OTHER OBSTRUCTIONS. to ANY ACCESS PANELS FOR VALVE AND DEVICE ACCESSIBILITY IS TO BE BY OTHERS. 74 I 1 1 THE OWNER IS RESPONSIBLE FOR ANNUAL INSPECTIONS, TESTING, AND MAINTENANCE PERFORMED BY LICENSED CONTRACTOR AS REQUIRED BY NFPA 25. ❑! O 1 ' O IF FIELD CONDITIONS RESULT INACHANGE TO THE SHOP DRAWING INSTALLATION IN ANY WAY, CONTACT THE PROJECT DESIGNER TO VERIFY AitPROPOSED CHANGES ARE COMPLIANT WITH NFPA 13R REQUIREMENTS AND PER HYDRAULIC DESIGN.-----01 Mr ALL CLOSETS UNDER 24 SQ FT WITH THE LEAST DIMENSION UNDER 36" DO NOT REQUIRE SPRINKLERS. UTILITY AND LAUNDRY CLOSETS SHALL ❑I iv HAVE SPRINKLERS INSTALLED. ALL PIPE TO BE RUN CONCEALED ABOVE CEILINGS IN FINISHED AREAS. PENDENT SPRINKLERS IN CEILINGS ARE TO BE ALIGNED WITH CEILING FIXTURES WHERE POSSIBLE AND REASONABLE. i ENSURE ALL PIPING IS ADEQUATELY DRAINABLE EVEN IF ALL DRAINS ARE NOT SHOWN ON THIS PLAN. ct 0 w N a HYDRAULIC DESIGN NOTES OV THE ENTIRE SYSTEM IS SIZED BASED ON HYDRAULIC CALCULATIONS.ADEQUATE CALCULATIONS HAVE BEEN CONDUCTED TO MAKE ASSUMPTIONS FOR ENTIRE PROJECT. jØLO\JVER LEVEL FIRE SPRINKLER PLAN DESIGN OF RESIDENTIALAREAS IS INACCORDANCE WITH RESIDENTIAL CRITERIAOF NFPA 13DAND VAIL FIRE & EMERGENCY SERVICES. THE DESIGN AREACONSISTS OF THE TWO (2) MOST HYDRAULICALLY DEMANDING SPRINKLERS WITHIN ASINGLE COMPARTMENT WITH CEILING SLOPE 4:12 OR LESSAS 1 '-0" SQ.FT.= 1 ,468 SPECIFIED BY THE AHJ. MINIMUM DISCHARGE AT EACH SPRINKLER IS 0.10 GPM PER SQ FT. THE AREA PER SPRINKLER CALCULATED IS THE ACTUAL 111.1.1 3 5 7 1M1 9 j I r2RISER DETAIL MAXIMUM COVERAGE OF THE SPRINKLERS PER NFPA 13 8.5.2.1. SPRINKLER SPACING IN COMPARTMENTS WITH CEILING SLOPE 4:12 OR LESS IS 224 FT2. 2 4 6 8 10 FP1) NO SCALE NFPA 13D DOES NOT REQUIRE INSIDE OR OUTSIDE HOSEALLOWANCES. 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 HILI VALLEY COLUMBINE DRIVE WEST 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" 10 Tyco TY3596 LFII 16 4.9 Pendent Y. Quick White 160°F CONCEALED KLER 4273 COLUMBINE DRIVE =TYPE M COPPER PIPE - rT 13 FIRE PRI N O.T.S. =OPEN TO STRUCTURE 1" 8'0" (SSP)0'6" (SSU)1'6" (SSP)0' 6" (SSU) 1'0" Total-16 ' y"y FIRE PROTECTION DESIGN, INC. VAIL, COLORADO 81657 - PIPE DIRECTION UP =THREADED STEEL PIPE 1+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 Up = PIPE HANGER =WELDED STEEL PIPE PAUL D. HUBBARD- NICET III-#108221 Dn = PIPE DIRECTION DOWN 1 A 10'-0" (SSP)0'-6" (SSU)2'-6" (SSP)0'-6" (SSU)1'-0" ~> LOWER LEVEL BL1 = BRANCH LINE#12" 12'0" (SSP)0'6" (SSU)2'6" (SSP)0'6" (SSU) 1'0" 7G.`- 0-)4 �a�+J Rn = PIPE RISER NIPPLE 0� =CENTER LINE PIPE ELEVATION DRAWN BY: SCALE: A.H.J. *� = MAIN#1 21A" 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 3" 12'-0" (SSP)0'-6" (SSU)2'-6" (SSP)0'-6" (SSU)V-0" 57 HEREFORD LANE EDWARDS COLORADO 81632 CONTRACT#: DATE: DRAWING NUMBER: 180501 WEST 05/15/18 FPI OF 2 tleatik Z 4 4.17 IS Z Vail Fi e&Emergency Services 06/20/'8 Hydraulic Information Remote Area 1 OCCUPANCY CLASSIFICATION Residential DENSITY 0.100gpm/ftfor 274.39ft2(Actual 274.39ft2) \ I TOTAL HOSE STREAMS 0.00 I TOTAL HEADS FLOWING 2 K-FACTOR 49TOTAL WATER REQUIRED 45.58O O O � O OC JQ TOTALPRESSUREREQUIRED 90.867 'b q _ BASE of RISER(gpm) 45.58 CLOSET 2 5-9 8 �,N �� I I BASE of RISER(psi) 59.957 m_ O 0 a .PO R SAFETY MARGIN(psi) +29.045(24.2%)� l 1 0\ ftrl : FLOW TEST PRESSURES REDUCED BY 10 PSI PRIOR TO CALCULATION 1 �� -� 1 0-6 1 % 1 �___, 1 13-3 / \ — �0 7-9 OA 1i�? 3-3 0-6 \\,,• — cO O O • 0-6 \ 7 N- 0 % , \ BATH N 1�, } N `� MINIMUM DISTANCES FOR RESIDENTIAL SPRINKLERS[13D;TABLE 7.5.6.3] GARAGE ENTRY / O DISTANCE FROM DISTANCEFROMPOWDER Hydraulic Information _ 9'-6" `° // 40 FT20 0j. EDGE OF SOURCE EDGE OF SOURCE 2bib, 00 Remote Area 2 – — TO ORDINARY TO INTERMEDIATE \ ," OCCUPANCY CLASSIFICATION Residential ' D d,-' / 2 ✓ TEMPERATURE TEMPERATURE ,Ala L HEAT SOURCE SPRINKLER(IN.) SPRINKLER(IN.} ,� DENSITY 0.100gpm/ft2 for 235.04ft2(Actual 235.04R2) �/� �� �� I TOTAL HOSE STREAMS 0.00 .— SIDE OF OPEN OR RECESSED FIREPLACE 36 12 0 • Jho o �� Qn TOTALHEADSFLOWING 2 (\c/ O O FRONTOFRECESSEDFIREPLACE 60 36 — O K-FACTOR 4.2 — COAL OR WOOD BURNING STOVE 42 12 0- i /N TOTAL WATER REQUIRED 44.84 — � _ 20Z SHWR KITCHEN RANGE 18 9 ® �� 1 1 • TOTAL PRESSURE REQUIRED 97.368 I Oct 11 WALL OVEN 18 9 J 0 --- iM1 , 0 HOT AIR FLUES 18 9 �/, 8-1 0-7 BASE of RISER(gpm} 44.84 O `° 1 �o1 1 5-1 IOC UNINSULATED HEAT DUCTS 18 9 ‘-04. \ \ 1 / BASE of RISER(psi) 66.738 7-9 1-2 2-6 (�0.6 O _' . SAFETY MARGIN(psi) +22.546 18.8% = c:, UNINSULATED HOT WATER PIPES 12 6 N 40 a-0 1 _I FLOW TEST PRESSURES REDUCED BY 10 PSI PRIOR TO CALCULATION SIDE OF CEILING OR WALL-MOUNT DIFFUSERS 24 12 z-z - BEDROOM 9-8 CLOSET FRONT OF WALL-MOUNT HOT AIR REGISTERS 36 18 —l- o t O N HOT WATER HEATER OR FURNACE 6 3 CD � 1 N O O N O O N LIGHT FIXTURE(0-250 WATT) 6 3 CLOSET \ 1 \ O PANTRY II o1 Tol O O O e • col LIGHT FIXTURE(250-499 WATT) 12 6 '` 7-6 • 3-1 ��o n L o oQ 1 I� — 1 \y* 8 -6 0s' 1 �N 341i1I al ,, 0 MUDROOM a-z _ o° J 1--III--1 �I $JQ g9141" 9'-6" N ��� O III J u 1 oc v SITTING O N 0 I O O O O e e 12-4 STAIR 0 0 I U s A N I, b 0 0-6-0 0 Ej 0 0 0 — STAIR I I \:-N 1 ¢9 1 O / 12 KITCHEN 0 Dh e e 0 II 0 O - N O 0 r O �? a O a a a '9 a 06.7 T 3 1 v FP2 _s,_ 1 � O O O O O 0 1 — 11-10 016 ,_,. _, __ __.i.11-6 ( '5JPPER LEVEL FIRE SPRINKLER PLAN i-6 -27 SQ.FT.= 724 U � 114 1 0 6.2 • 13 5 7 9 2, 4 6 8 10 FP _1 TREAT ROOM �. O - 2 � 12 0 * 1 -s,j 1 O IO 1 t5-10 0-6 0.6 5-9 O O O A O ft 1_1 I ` C ) 0 - 0 o iliftt 10 I ❑ ❑ I Az 2 12 12 // ,tt0- bl I MAIN LEVEL FIRE SPRINKLER PLAN COI __/":2-- :.' — © 114"= 1 '-0" SQ.FT.= 1 ,468 -- II 1 3 � 5 • 7 • 9a a ��� a 2 4 6 8 10 F �� r Is. Ij ..::: I I I I I I U UU H H H H H T - �� _ �� r ,H1 HI O HYDRAULIC DESIGN NOTES a II a THE ENTIRE SYSTEM IS SIZED BASED ON HYDRAULIC CALCULATIONS.ADEQUATE CALCULATIONS HAVE BEEN CONDUCTED TO MAKE ASSUMPTIONS FOR I� II I ENTIRE PROJECT. IHI h j1 I L 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 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. SPRINKLER SPACING IN COMPARTMENTS WITH CEILING SLOPE 4:12 OR LESS IS 224 FT2. t� ritr NFPA 13D DOES NOT REQUIRE INSIDE OR OUTSIDE HOSE ALLOWANCES. /3 \BUILDING CROSS SECTION 0 3 5117/AM 2 4 68 10 COPPER TUBE HANGER SPACING OVER 100 PSI SPRINKLER LEGEND PROJECT: SYMBOL LEGEND ViAlSIZE BETWEEN HANGERS TO END OF LINE _ ARM-OVER LENGTH MAX. SYMBOL MFG SIN MODEL QTY K TYPE SIZE RESP FINISH TEMP NOTE LVALLEY COLUMBINE DRIVE WEST 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 13 4.9 Pendent 1/2 Quick White 160°F CONCEALED 4273 COLUMBINE DRIVE KLER =OPEN TO STRUCTURE =TYPE M COPPER PIPE -4 Reliable RA4835 RFS42 11 4.2 Sidewall 'A Quick White 165°F CONCEALED oOvFIRE - O.T.S. 1" s'o" (SSP)o'6" (SSU)1'6" (SSP)o'6" (SSU)1'o" FIRE PROTECTION DESIGN. INC. VAIL, COLORADO 81657 Total=24 13147 BIRCH WAY,THORNTON,CO 80241 (303)920-0941 CORPORATION Up = PIPE DIRECTION UP =THREADED STEEL PIPE 1+Y;' 10'-0" (SSP)0'-6" (SSU)2'-0" (SSP)0'-6" (SSU)1'0" FIRE SPRINKLER PLAN = PIPE HANGER =WELDED STEEL PIPE PAUL D. HUBBARD- NICET III #108221 'Y2' - MAIN & UPPER LEVEL Dn = PIPE DIRECTION DOWN 1 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" PV`- Q.-- 0• l,c,.J Rn = PIPE RISER NIPPLE 0� =CENTER LINE PIPE ELEVATION DRAWN BY: SCALE: A.H.J. �� = MAIN#1 21A" 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: 180501 WEST 05/15118 FP2 OF 2