Loading...
HomeMy WebLinkAboutF18-0035_approved plans_1528751734.pdf go'll... &MI, 4 171. ZCV 9,541M1lab -j-11310 \(_) Vail FEergencServices 06/11/18 ArAe \ 0 Supply Flow Test Data TEST CONDUCTED BY 'VAIL VALLEY FIRE SPRINKLER 1 0#F ' GATE VALVE` TEST WITNESSED BY CLINT JANSSEN 0 DATE OF TEST 5/9/2018 fl �� ' 1�t�F ` STATIC PRESSURE 130.000 „Qv�e �' Iflk 00� ` RESIDUAL PRESSURE: 90.000 FLOW 1245.00' vw GO ;� FLOW TEST PRESSURES REDUCED BY 10 PSI PRIOR TO CALCULATION Olgi 2P nr \PA r 2 TOWN OF VAIL I \`'n r o BATH L ) / I FIRE SPRINKLER `�' TOWN OF VAIL 8'-3 , a-z CLOSET I RISER `2 " SHWR c -POg1-3ER $'-3" I BusinessNanle: Vail Valley Fire Sprinkler Corp O O nc 0 '�7(FT2 r 7 \� ` PrinipalName: Clint Jenssen 7.3 I J ♦ n 9.9 ♦ J �iN \ 'FF \ ‘ • Business Address: Po Box 1055 iiii. City,State Zip: Vail,CO 81658 © MECH FIRE SPRINKLER �,., Phone: (970)914-5014 E-Mail: blaaeinvaiil@aotcom 81-3" 0 0 \ 0 RISER0 2 Electrical and Plumbing contractors shall provide their State of Colorado Electrical or Plumbing License number c 2 \ ilk Fire Protection contractors shall provide of their Vail Fire and Emergency Services Contractor Registration number 40) I-Electrical Lic.#: 17VFF.S Contractor Reg#: CO-491 BEDROOM _ 4273 COLUMBINE DRIVE 4273 COLUMBINE \ '33 r Plumbing Lie.#: I �o 1 6-9„, WEST DUPLEX DRIVE EAST \ co With acceptance of the issuance of this registration,the contractor agrees: 37 2.5 � �� DUPLEX I hereby certify that it is my responsibility to abide by theVail Town Code and licensing requirements. Further, I certify that I shall maintain the insurance and licensing q ` requirements per Vail Town Code.I understand that Mare to comply with all town codes,laws,and regulations may result in revoation of my license including penalties as LAUNDRY 8-4 ° allowed by law. 8'-3” .1- P - March 28,2018 I rL \ Christopher Jarecki Date 7LOSET 04/30/2021 U 1 \ Registration Expiration Date ) / HALL 0 Community Development Department-75 South Frontage Road West-Vail,CO 81657-Phone:970-479-2139 CP 8'-3" .111 O O9 QQ0 0 \--- 0L14-1 4 �— I III III III I sP I O POWDER 42T2 0 — 0 ° `° SPRUCE SAY TOWN OF VAIL INSTALLATION & SYSTEM REQUIREMENTS HALL 9'-0" / RESIDENTIAL FIRE SPRINKLER SYSTEM FLOW SWITCHES AND TAMPER SWITCHES ARE REQUIRED TO BE MONITORED BYAN APPROVED Ii RESIDENTIAL FIRE ALARM SYSTEM. f 1 1 1 �, xe r o 7-9 — POWDER 1--- �� �j oz ' 10 SITE UTILITY PLAN FIRE DEPARTMENT CONNECTIONS ARE NOT REQUIRED FOR 13D SYSTEMS. 39 FT2 ED r, CLOSET AN OUTSIDE HORN/STROBE IS REQUIRED TO BE INSTALLED WITH Al 3D SYSTEM. HORN/STROBE MUST BE SHOWN ON SUBMITTAL DRAWINGS BUT 0 CLOSET STAIR — N F P 1 "- �'-�" 2 �0 . -1-7713:7.5 35 FINAL LOCATION CAN BE DETERMINED AT ROUGH INSPECTION. O O0 11 UP 7a5 7.5 15 22.5 1 30 1 37.5 O O NEW 13D SYSTEMS ARE REQUIRED TO BE DESIGNED TO A.1 DENSITY.A MINIMUM OF 2 HEADS SHALL BE CALCULATED IN THE DESIGN AREA. E CEILINGS THAT ARE EITHER ABOVE 24 FEET OR GREATER THAN A4:12 PITCH SHALL REQUIRE A FOUR HEAD CALCULATION. IN 13D RETROFIT SITUATIONS, A.05 DENSITY MAY BE APPROVED IF AN EXISTING WATER SERVICE IS NOT SUFFICIENT TO SUPPORT A.1 DENSITY. O 0 1 /0 8-1 13D SYSTEMS ONLY NEED BE SUPPORTED BY METHODS COMPARABLE TO THOSE REQUIRED BY APPLICABLE LOCAL PLUMBING CODES (7.4.2, 13D '-7 -IS 1 HALL 2013 ED.) 6-6 ,l, o 11 ` 0 100 O 0 0 0 13D PUMPS AND EXPANSION TANKS ARE NOT REQUIRED TO BE LISTED. FLOW SWITCHES AND FLOW VALVES ARE REQUIRED TO BE LISTED AND BEDROOM MONITORED. 10'-0" — _ BEAM 0 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 01, 4 ti OF SPRINKLER CONTROL VALVES SHALL NOT EXCEED 7 FEET ABOVE THE FLOOR. O 0 0 0 0 0 SPRINKLER RISERS AND TRIM PACKAGES SHALL IN READILY ACCESSIBLE AREAS THAT PROVIDE SUFFICIENT WORKING SPACE FOR • 875` 0" 1 \ 1z 2 ` 0� ,N tu REPLACEMENT OF EQUIPMENT AND SERVICING OF SYSTEM.A MINIMUM HEADSPACE OF SIX FEET IS REQUIRED. 0 0-6 0 6 0 N O U GARAGES IN 13D AND 13R SYSTEMS ARE REQUIRED TO BE EQUIPPED WITH FIRE SPRINKLERS. 1 — J \ I 6-7 t. = USE OF ANTIFREEZE SOLUTIONS SHALL BE ALLOWED WHEN SYSTEMS MEET THE FOLLOWING CRITERIA.A 50/50 FACTORY PRE-MIX SOLUTION o9O2 SHALL BE PERMITTED ONLY IN EXISTING SYSTEMS. , ( .-----'''' BASE OF RISER FOR NEW CONSTRUCTION ANTI-FREEZE SOLUTIONS SHALL NOT BE PERMITTED TO BE IN PORTIONS OF SYSTEMS COVERING HABITABLE AREAS. °° ` RISER LEGEND - el MINIMUM PRESSURE AT SUPPLY GAUGE • `° 1. 2"WATER SUPPLY FROM CITY MAIN - DURING DRAIN TEST IS 73.705 PSI RISERS, CROSS MAINS, AND BRANCH LINES SHALL NOT BE INSTALLED ON WALLS WHEN THE OUTSIDE OF THE WALL IS EXPOSED TO ROMPER ROOM5-11 7 2. PRESSURE GAUGE ENVIRONMENTAL CONDITIONS. O 10' 0" 3. 1 /2 BALL VALVE IN/TAMPER 4. 1 /2 1 " CLA-VAL PRESSURE REDUCER - -O GENERAL NOTES 1 1 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 I I J 0-6 0-6 6. 1 YZ"AMES LF2000B BACKFLOW WITAMPERS ) • LOCAL AUTHORITIES HAVING JURISDICTION PRIOR TO COMMENCEMENT OF FABRICATION AND INSTALLATION. O MI' 0 0 0 0 7. 1" TEST AND DRAIN 4 Zi 8. 1" MAIN DRAIN/TEST DISCHARGE W 5-4 - FREEZE PROTECTION BELOW 40'F IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR/OWNER. GENERAL CONTRACTOR IS TO PROVIDE a. p v ADEQUATE INSULATION TO PREVENT SPRINKLER PIPE FROM FREEZING. INSULATE PER NFPA 13 REQUIREMENTS. I I I ,I I ,. �, SEE ATTACHED 'EQUIPMENT DATA SUBMITTAL' FOR ALL APPLICABLE MATERIALS AND EQUIPMENT USED ON THIS PROJECT. ?, O . ALL PIPING TO BY COPPER TYPE 'M' UNLESS OTHERWISE NOTED. •` A ALL PIPE DIMENSIONS ARE CENTER TO CENTER. CI PIPE HANGERS SHALL COMPLY WITH NFPA 13 STANDARDS. SEE PLAN FOR DETAILS AND LOCATIONS. • r O SPRINKLERS TO BE INSTALLED IN ACCORDANCE WITH NFPA 13D, THEIR LISTINGS,AND PER THE LOCAL AHJ. IlliPROJECT 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 APPROPRIATE FOR THE TYPE OF BUILDING AND EXISTING CONDITIONS. 0 CD THE OWNER SHALL MAINTAIN A CLEAR 18" BETWEEN THE CEILING AND THE TOP OF ANY STORAGE OR OTHER OBSTRUCTIONS. I il ANY ACCESS PANELS FOR VALVE AND DEVICE ACCESSIBILITY IS TO BE BY OTHERS. x— • 1 _ THE OWNER IS RESPONSIBLE FOR ANNUAL INSPECTIONS, TESTING,AND MAINTENANCE PERFORMED BYA LICENSED CONTRACTOR AS REQUIRED BY NFPA 25. O '\, O IF FIELD CONDITIONS RESULT IN A CHANGE TO THE SHOP DRAWING INSTALLATION IN ANY WAY, CONTACT THE PROJECT DESIGNER TO VERIFY • 6PROPOSED CHANGES ARE COMPLIANT WITH NFPA 13R REQUIREMENTS AND PER HYDRAULIC DESIGN. ALL CLOSETS UNDER 24 SQ FT WITH THE LEAST DIMENSION UNDER 36" DO NOT REQUIRE SPRINKLERS. UTILITY AND LAUNDRY CLOSETS SHALL fik 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. ENSURE ALL PIPING IS ADEQUATELY DRAINABLE EVEN IF ALL DRAINS ARE NOT SHOWN ON THIS PLAN. ixw 0 N ii: HYDRAULIC DESIGN NOTES Ov THE ENTIRE SYSTEM IS SIZED BASED ON HYDRAULIC CALCULATIONS.ADEQUATE CALCULATIONS HAVE BEEN CONDUCTED TO MAKE ASSUMPTIONS FOR ENTIRE PROJECT. 6„,1NOLOWER LEVEL FIRE SPRINKLER PLAN 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 Up" FP1 114"= l '-0" SQ.FT.= 2,229 SPECIFIED BY THE AHJ. MINIMUM DISCHARGE AT EACH SPRINKLER IS 0.10 GPM PER SQ FT. THE AREA PER SPRINKLER CALCULATED IS THE ACTUAL 1 3 5 7 9 RIS E R 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 196 FT2. 2 4 6 8 10 SPACING IN COMPARTMENTS WITH A SINGLE SPRINKLER IS 234 FT2. �P� NO 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 COLUMBINE DRIVE EAST 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 15 4.9 Pendent '/Y Quick White 160°F CONCEALED FTOT R 4273 COLUMBINE DRIVE =TYPEMCOPPERPIPE Total=15 rFTrD �RE PRINj O.T.S. =OPEN TO STRUCTURE 1" 8'-0" (SSP)0'-6" (SSU) 1'-6" (SSP)0'-6" (SSU) 1'0" ' 'y"/ FIRE PROTECTION DESIGN, INC. VAIL, COLORADO 81657 = 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 Up = PIPE HANGERFIRE SPRINKLER PLAN Dn = PIPE DIRECTION DOWN =WELDED STEEL PIPE 1'/z' 10'-0" (SSP)0'6" ::: SSP) ' 6" ' " PAUL D. HUBBARD- NICET III-#108221 BL1 - BRANCH LINE#1 LOWER LEVEL Rn = PIPE RISER NIPPLE " '- " '-6" ( (SSP)0'-6" (SSU) 1'-0" 7�►` Q- b• �a�+J �6 =CENTER LINE PIPE ELEVATION = MAIN#1 DRAWN BY: SCALE: A.H.J. OH1 =ORDINARY GROUP 1 HAZARD 2'1A" 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: 180501 EAST 05/15/18 FPI OF 2 Z 4 4.17 IS Z00 fP,01"170) Vail Fire&Emergency Services pi I I-I \ III I COPPER TUBE CLAMP COPPER TUBE SUSPENSION CLAMP 06/11/18 WIC CLOSET / s-s / ,"IN O O 0 0 CD Q 0 0 _ >• CLAMP _ f N �' I CU TUBE 1 LAMP ��TUBE U�� 0 12 2 4 P At Aft �� 3-6 1 J<211111 ^ 10 1�1 1a1 IkWpf— / -�` C. 1 0,) 7 1 JQ 1 , 44 A' 0-6 c�� 1 W 1.7 �-\ 2-8 0.90 32 �0-6 04,k4" 12 5-11 6-9 0 c:D 01 ,• A •c %,C',"'• O 0 •[ 6 100 L ,.. e ZI 2 0 ^ 0 / 6-8 / 3-4 / `" EhHMI!lir Information w — — I O BATH ' m Remote Area 1 0 0 OCCUPANCY CLASSIFICATION Residential t° `9 DENSITY 0.100gpm/ft'for 239.24ft'(Actual 239.24ft') 0 0 TOTAL HOSE STREAMS 0.00 COPPER TUBE RING HANGER COPPER TUBE RING HANGER TOTAL HEADS FLOWING 2 - - K-FACTOR 4.2 GARAGE `II' 1 TOTAL WATER REQUIRED 39.97 0 — 8'-9.. 2 TOTAL PRESSURE REQUIRED 102.221 %-JOIST. WOOD JOIST OR BEAMI / 12 —_ SIDE SAMMY SCREW il1aAIIIIIIIIIIIIN ¢7 / �t / BASE of RISER(gpm) 39.97 o BASE of RISER(psi) 73.705 1 1 0 0 / O 1 13-3 0 I / SAFETY MARGIN(psi) +17.710(14.8%) 0-6 N 0-6 0 ■ SAMMY SCREW II JQ 1 o ALL-THREAD RODo - 4 — FLOW TEST PRESSURES REDUCED BY 10 PSI PRIOR TO CALCULATION `-o`L= o 9 11-7 a ALL-THREAD ROD a 1 ll2 0 BEDROOM 1 1-0 III III 6-1 1 0-6 e) % o o 70 CLOSET 0 u1 RING HANGER IRINGRANGER 12 �) [ 0 I e_I I* O `' 1 CU TUBE c--)1 -..4\,� CU TUBE,� 0 o1 � 1-- � •_� '- ,/ o° I III I -I —o •'- —o CLOSET 1-7 O ROOM WID / O 8 e 711 '=-/MUDS I I 9%0" -- � N SITTING I 'ASO 0 6 aT � f 1� —00 O 6'1 O (?11• � O 1 3/4 ' 09 0 =_ JQ 5-4 / 0-6 O O 0 1-1 ' N. o I I — 1�BATH -1a /--- N � 9%0" 0 0 dO SAH 6\7 TSHRFOTsO PANTRYD 35 FT — MINIMUM DISTANCES FOR RESIDENTIAL SPRINKLERS[13D;TABLE 7.5.6.3] ST") 9 -0 } MINIUMUM MINIMUMDN 1-- -:* -__ 3.7 2-2 0 6-0 °1-1 _ a DISTANCE FROM DISTANCE FROM I 11 — EDGE OF SOURCE EDGE OF SOURCE s o (--..--e2.4-1,,, - N 0 TO ORDINARY TO INTERMEDIATE ^ O I LACE �� • d TEMPERATURE TEMPERATURE t O 0 �� F o— — O O HEAT SOURCE SPRINKLER(IN.) SPRINKLER(IN.) O CLOSET . 0 O i% 0-11 O O 1111 I SIDE OF OPEN OR RECESSED FIREPLACE 36 12 17.5 FT2 — FRONT OF RECESSED 6 ( l ( l I COAL OR WOOD BURNING STOVE 420 12 36 6-5 / �J �J BEAM , KITCHEN RANGE 18 9 0 0 \ O O O O 5-1 I 3-1 .� / WALL OVEN 18 9 ' �Q o \ % HOT AIR FLUES 18 9 BEDROOM I 6-6 W �� �o �� o / UNINSULATED HEAT DUCTS 18 9 / KITCHEN 03 o 8-6 • UNINSULATED HOT WATER PIPES 12 6 o / c9.-0" ° +%'0 SIDE OF CEILING OR WALL-MOUNT DIFFUSERS 24 12 4 ��� ^ �[ I FRONT OF WALL-MOUNT HOT AIR REGISTERS 36 18 ce M 1 1 • t HOT WATER HEATER OR FURNACE 6 3 . •,-. a �0-10 6-0 a `�0-6 LIGHT FIXTURE(0-250 WATT) 6 3 ?' LIGHT FIXTURE(250-499 WATT) 12 6UPPER LEVEL FIRE SPRINKLER PLAN 0 o6-6 °� 1 ° 1 ° °� CIA, '2l1/4"= 1 '-0" SO.FT.= 2,229 4-10 0-61^ 124 1 111. 3 5 7 9 il �. 1 GREAT ROOM -, Approved for install . 0355 2 4 i 6 8 10 O O O O I 0 0 0-5 0 Z 2 I N 11 - I I III II —II6-6 o 7‘ k O f "I 5-9 I 1 DI 0 ° .5 / 6-0 ti 4 o O O O ❑ ( =M1=1 \-rfI '— � I ' a-RIIMIMmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmme • 1I - ❑ ❑ 2 12 � .111111111 lili. /�//I -moi CI 0 0 .11:. . F LEVEL FIRE SPRINKLER PLAN -A a %i i/� ) 1, 4bNAAIN " SQ.FT.= 2,229 I �� 1 3 5 7 9 I ��/ 2 4 6 8 10 ��i�=.� ``.� i�! I� I� I=i�I� XPi MI� IT II 4.1.= I I I I I I I I I I I I I I �� ri— r Ail a IL HYDRAULIC DESIGN NOTES ii, — Ir' I THE ENTIRE SYSTEM IS SIZED BASED ON HYDRAULIC CALCULATIONS.ADEQUATE CALCULATIONS HAVE BEEN CONDUCTED TO MAKE ASSUMPTIONS FOR ENTIRE PROJECT. - ��!�� 1 i —M-_,' 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 SO FT. THE AREA PER SPRINKLER CALCULATED IS THE ACTUALII MAXIMUM COVERAGE OF THE SPRINKLERS PER NFPA 13 8.5.2.1. SPRINKLER SPACING IN COMPARTMENTS WITH CEILING SLOPE 4:12 OR LESS IS 196 FT2. SPACING IN COMPARTMENTS WITH A SINGLE SPRINKLER IS 234 FT2. NFPA 13D DOES NOT REQUIRE INSIDE OR OUTSIDE HOSE ALLOWANCES. 3BUILDING CROSS SECTION EP1/4"= 1 '-0" 1 3 5 7 9 2 4 6 8 10 COPPER TUBE HANGER SPACING OVER 100 PSI SPRINKLER LEGEND PROJECT: SYMBOL LEGEND AIL VALLEY COLUMBINE DRIVE EAST DUPLEX SIZE BETWEEN HANGERS TO END OF LINE _ ARM-OVER LENGTH MAX. SYMBOL MFG SIN MODEL QTY K TYPE SIZE RESP FINISH TEMP NOTE 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 15 4.9 Pendent 1/2 Quick White 160°F CONCEALEDF4273 COLUMBINE DRIVE =OPEN TO STRUCTURE =TYPE M COPPER PIPE , Reliable RA4835 RFS42 10 4.2 Sidewall 1/2 Quick White 165°F CONCEALED 00C/FIRE � -RE SPRINKLER O.T.S. 1" s'-o" (SSP)0'-6" (SSU)1-6" (SSP)0'-6" (SSU)1-0" PROTECTION DESIGN. INC. VAIL, COLORADO 81657 Total=25 13147 BIRCH WAY,THORNTON,CO 80241 (303)920-0941 CORPORATION Up = PIPE DIRECTION UP =THREADED STEEL PIPE 1+%" 10'-0" (SSP)0'-6" (SSU)2'-0" (SSP)0'-6" (SSU)1'-0" FIRE SPRINKLER PLAN = PIPE HANGER PAUL D. HUBBARD- NICET III #108221 MAIN & UPPER LEVEL Dn = PIPE DIRECTION DOWN =WELDED STEEL PIPE 1'/2' 10'-0" (SSP)0'-6" (SSU)2'-6" (SSP)0'-6" (SSU)1'-0" , �. BL1 = BRANCH LINE#1 2" 12'0" (SSP)0'6" (SSU)2'6" (SSP)0'6" (SSU)1-0" PV`- �- 0•" 14.+•lJ•c�.J Rn = PIPE RISER NIPPLE 0� =CENTER LINE PIPE ELEVATION DRAWN BY: SCALE: A.H.J. �� = MAIN#1 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 21A" 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 EAST 05/15/18 FP2 OF 2