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HomeMy WebLinkAboutF18-0015_approved plans_1524177138.pdf #EDF 4 A2 2I . COPPER TUBE RING HANGER COPPER TUBE RING HANGER 12 12 Z Hydraulic Information tad k Remote Area 1 _ ----- ----- - _ WOOD JOIST OR BEAM - q # OCCUPANCY CLASSIFICATION Residential SIDE SAM MY SCREW El1IIIIIIIIIIIIIIM Vail Fire&Emergent Services 04/19/18 DENSITY(gpm/ft2) 0.10 for 272.88ft2(Actual 272.88ft2) o TOTAL HOSE STREAMS 0.00 0 ■ SAMMY SCREW TOTAL HEADS FLOWING 20 ALL-THREAD RODE: K-FACTOR 4.9 a ALL-THREAD ROD= TOTAL WATER REQUIRED 51.61 j j TOTAL PRESSURE REQUIRED 49.239 11111111 11111111 BASE of RISER(gpm) 51.61 _ BASE of RISER(psi) 86.455 - RING HANGER HANGER SAFETY MARGIN(psi) +9.221 (15.8%) .�� $RING FLOW TEST PRESSURES REDUCED BY 10%PRIOR TO CALCULATION % CU Ss TUBE I 1 CU TUBE I r / r I I KITCHEN y o 0 0 0 0 P 4 COPPER TUBE CLAMP COPPER TUBE SUSPENSION CLAMP _ 3 0 IR CU TUBE' BEM LAMP omt Art", N CLAMP IIIIjIIIII1IIIIIII CRAWL SPACE ®.�,0� �� 0\# O 6 _x_ w , v.-\ . 9adIN �. OI A " �e _ STORAGE HALL BATH 2 CLOSET 2 o� / \ \ Ilibl.1.1.1111....1111111111 ....,...M.... _ 411k®1i� *o 0 • U IIIIIIIII$ IIIIIIIIIIIIIIII ^ A ^ / 12 LANDING "�� "cy Yo( 12 GARAGE � `C \ c7:1, 1. A AA 0 °,70 ,-,19,07 / , • - -.. ""A I I SITTING AREA al el .." .z., ,,, 'o 7 c9 / 19 15'� A W 0 THREE CAR GARAGE HALL STORAGE 32 ^ UP 7 01 . / / -� 7�" 0 7 ^ // O� �� 6? HALL . i AUXILIAR ►� 0)5.7 3�{ DRAIN .' �=C TOWN OF VAIL INSTALLATION & SYSTEM REQUIREMENTS : x 0-4< BUILDING CROSS SECTION RESIDENTIAL FIRE SPRINKLER SYSTEM FLOW SWITCHES AND TAMPER SWITCHES ARE REQUIRED TO BE MONITORED BY 0� y` 7� AN APPROVED RESIDENTIAL FIRE ALARM SYSTEM. / / FP1 114"= 1'-O" FIRE DEPARTMENT CONNECTIONS ARE NOT REQUIRED FOR 13D SYSTEMS. ^ .� ° / AN OUTSIDE-HORN/J I KVCSt IJ t IIVJ r• - • - - - r - _ • - _ r - -- ^ 1 5-9 ' '° �`/ ■ 1 3 5 7 9 SUBMITTAL-DRAWINGS BUT FINAL-LOCATION CAN BE DE UGH INSPECTION. v s'/ UP Approved noted Evaluate 2 4 6 8 10 as -2':- ^ 0 0 �, NEW 13D SYSTEMS ARE REQUIRED TO BE DESIGNED TOA.1 DENSITY.A MINIMUM OF 2 HEADS SHALL BE CALCULATED IN � ^ ���/// / THE DESIGN AREA.CEILINGS THAT ARE EITHER ABOVE 24 FEET OR GREATER THAN A 4:12 PITCH SHALL REQUIRE A FOUR FUTURE ELEV. / HEAD CALCULATION. r liven k with STORAGE 7 / Out OOs aCeseC s IN 13D RETROFIT SITUATIONS,A.05 DENSITY MAY BE APPROVED IF AN EXISTING WATER SERVICE IS NOT SUFFICIENT TO gts / / OPEN Toy SUPPORTA.1 DENSITY. 6 / ABOV' i ■ Notrequired. WHEN DETERMINING FLOW PRESSURES,RESIDUAL PRESSURES SHALL BE DERATED BYA PERCENTAGE IN ACCORDANCE ' / rc r n Ici I I n h m WITH THE VFES DEBATE CHART THAT IS AVAILABLE ON THE FIRE ALARM AND SPRINKLER PERMIT DOWNLOAD PAGE. " R ^ . \ o s . o t ese areas a ^o Pry ER ^ti \ 13D SYSTEMS ONLY NEED BE SUPPORTED BY METHODS COMPARABLE TO THOSE REQUIRED BY APPLICABLE LOCAL ill" ,. 43 Tz \ \ i PLUMBING CODES(7.4.2,13D 2013 ED.) MUDRM ` e r e u re ■ 13D PUMPS AND EXPANSION TANKS ARE NOT REQUIRED TO BE LISTED.FLOW SWITCHES AND FLOW VALVES ARE 4 4 \ / ` REQUIRED TO BE LISTED AND MONITORED. 4o. 1 O'-1 CONTROL VALVES,ISOLATION VALVES,ZONE VALVES OR ANY VALVE OTHERWISE RELATED TO THE CONTROL OF FIRE �1> \ 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 CONTROL VALVES SHALL NOT EXCEED 7 FEET ABOVE THE ^ � I II b� ('� I SPRINKLER RISERS AND TRIM PACKAGES SHALL IN READILY ACCESSIBLE AREAS THAT PROVIDE SUFFICIENT WORKING SPACE FOR REPLACEMENT OF EQUIPMENT AND SERVICING OF SYSTEM.A MINIMUM HEADSPACE OF SIX FEET IS REQUIRED. WINE I RISER LEGEND GARAGES IN 13D AND 13R SYSTEMS ARE REQUIRED TO BE EQUIPPED WITH FIRE SPRINKLERS. 10'-1 ,r`\ A, II '7� \ I 1. 2" COPPER WATER SUPPLY FROM CITY MAIN USE OF ANTIFREEZE SOLUTIONS SHALL BE ALLOWED WHEN SYSTEMS MEET THE FOLLOWING CRITERIA.A 50/50 Ks, ^I> �` \ 2. PRESSURE GAUGE o FACTORY PRE-MIX SOLUTION SHALL BE PERMITTED ONLY IN EXISTING SYSTEMS. 4 1 � I 3. 11/" BALL VALVE FOR NEW CONSTRUCTION ANTI-FREEZE SOLUTIONS SHALL NOT BE PERMITTED TO BE IN PORTIONS OF SYSTEMS ^o 32 O 4. 1'/" PRESSURE REDUCER COVERING HABITABLE AREAS. 5. WATER FLOW DETECTOR RISERS,CROSS MAINS,AND BRANCH LINES SHALL NOT BE INSTALLED ON WALLS WHEN THE OUTSIDE OF THE WALL IS ,, Q CLOSET I 6. 1�/ AM ES LF2000B BACKFLOW W/TAMPERS EXPOSED TO ENVIRONMENTAL CONDITIONS. O +Ll•�" Al , 10'-1 O 7. TALCO LSF-500CIF PUMP PACKAGE r tiP " o V.O \ W I TO DELIVER 55GPM @ 66PSI. (5HP) 7 7 ti^ > 8.8. VA" CHECK VALVE '° 0 I 9. HI-LOW PRESSURE SWITCH GENERAL NOTES 7 "„? W� 10. PRESSURE GAUGE No I 11. 1"TEST AND DRAIN WITH PRV THIS WET PIPE SPRINKLER SYSTEM DESIGNED TO COMPLY WITH NFPA 13D,AND OTHER APPLICABLE STANDARDS,AND k W Q TO BE APPROVED BY THE LOCAL AUTHORITIES HAVING JURISDICTION PRIOR TO COMMENCEMENT OF FABRICATION AND \. ^ ^^ \- /SITTING \e '�v ^o' �,�o ^tib INSTALLATION. ^ 10'-1 0 Q 11FREEZE PROTECTION BELOW 40°F IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR/OWNER.GENERAL iTail CONTRACTOR IS TO PROVIDE ADEQUATE INSULATION TO PREVENT SPRINKLER PIPE FROM FREEZING.INSULATE PER NFPA 6 YOGA , Z I j 13 REQUIREMENTS. 10'-1 ;j U 10 O SEE ATTACHED'EQUIPMENT DATA SUBMITTAL'FOR ALL APPLICABLE MATERIALS AND EQUIPMENT USED ON THIS Q I MINIMUM PRESSURE AT SUPPLY GAUGE 1 6__ O PROJECT. G o� G a- U DURING DRAIN TEST IS 86.455 PSI 11 BASE OF RISER ALL PIPING TO BY COPPER TYPE'M'UNLESS OTHERWISE NOTED. ,HORN/STROBE I FIRE SPRINKLER GATE VALVE ALL PIPE DIMENSIONS ARE CENTER TO CENTER. ,, I O e( RISER " PIPE HANGERS SHALL COMPLY WITH NFPA 13 STANDARDS.SEE PLAN FOR DETAILS AND LOCATIONS. 2"COPPER FIRE LINE 125-0 LF I 1O SPRINKLERS TO BE INSTALLED IN ACCORDANCE WITH NFPA 130,THEIR LISTINGS,AND PER THE LOCAL AHJ. O 5 6 O ®1! PROJECT SPECIFICATIONS WERE NOT PROVIDED TO THE INSTALLING CONTRACTOR FOR REVIEW. THEREFORE THE Supply Flow Test Data 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 Test Conducted By CLINT JANSSENL p -t w O CONDITIONS. Date of Test 3/14/2018 Static Pressure 58.500 I O y THE OWNER SHALL MAINTAIN A CLEAR 18"BETWEEN THE CEILING AND THE TOP OF ANY STORAGE OR OTHER Residual Pressure: 45.000 OBSTRUCTIONS. Flow 1200.00 I CD ANY ACCESS PANELS FOR VALVE AND DEVICE ACCESSIBILITY IS TO BE BY OTHERS. WATER FLOW TEST RESULTS ----°® THE OWNER IS RESPONSIBLE FOR ANNUAL INSPECTIONS,TESTING,AND MAINTENANCE PERFORMED BY A LICENSED REDUCED BY 10% PRIOR TO I CONTRACTOR AS REQUIRED BY NFPA 25. HYDRAULIC CALCULATIONS IF FIELD CONDITIONS RESULT IN A CHANGE TO THE SHOP DRAWING INSTALLATION IN ANY WAY,CONTACT THE PROJECT >410 F I R ST FLOOR FIRE SPRINKLER PLAN I1DESIGNER TO VERIFY PROPOSED 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 114"= 1'-0" SQ.FT.= 2,259 I LAUNDRY CLOSETS SHALL HAVE SPRINKLERS INSTALLED. 1 3 5 7 9 ALL PIPE TO BE RUN CONCEALED ABOVE CEILINGS IN FINISHED AREAS. 2 4 6 8 10 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. N \\\� I S ITE UTILITY PLAN /�� RISER DETAIL HYDRAULIC DESIGN NOTES FP� 1"= 15'-0" � NO SCALE THE ENTIRE SYSTEM IS SIZED BASED ON HYDRAULIC CALCULATIONS.ADEQUATE CALCULATIONS HAVE BEEN CONDUCTED 5 20 35 PRISER LOCATED ON SECOND FLOOR TO MAKE ASSUMPTIONS FOR ENTIRE PROJECT. 7.5 15 22.5 30 37.5 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 MOST HYDRAULICALLY DEMANDING SPRINKLERS WITHIN A SINGLE COMPARTMENT 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. MAXIMUM SPRINKLER SPACING IS 256 FT2. NFPA 13D DOES NOT REQUIRE INSIDE OR OUTSIDE HOSE ALLOWANCES. A DETAILED HYDRAULIC INFORMATION BOX HAS BEEN PLACED BY EACH CALCULATION ON THE DRAWINGS. 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 GORDON/MASON RESIDENCE 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 19 4.9 Pendent 1/2 Quick White 160°F CONCEALED 5185 MAIN GORE DRIVE =OPEN TO STRUCTURE =TYPE M COPPER PIPE Total=19 rFrP FIRE SPRINKLER O.T.S. 1" s'-o" (SSP)o'-s" (SSU) 1'-6" (SSP)o'-s" (SSU) 1'-0" V V * FIRE PROTECTION DESIGN, INC. VAIL, COLORADO 81657 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 =PIPE HANGERFIRE SPRINKLER PLAN Dn =PIPE DIRECTION DOWN =WELDED STEEL PIPE 1'/" 10'-0" (SSP)0'-6" (SSU)2'-6" (SSP)0'-6" (SSU) 1'-0" PAUL D.HUBBARD NICET III #108221 j� FIRST FLOOR NOTES & DETAILS =PIPE RISER NIPPLE q� BL1 =BRANCH LINE#1 2" 12'-0" (SSP)0'-s" (SSU)2'-6" (SSP)0'-6" (SSU) 1'-0" P�+� - �• Rn =CENTER LINE PIPE ELEVATION M1 =MAIN#1 DRAWN BY: SCALE: A.H.J. cY OH1 =ORDINARY GROUP 1 HAZARD 2'/" 12'-0" (SSP)0'-6" (SSU)2'-6" (SSP)0'-6" (SSU) 1'-0" PAUL D.HUBBARD AS NOTED VAIL FIRE ABOVE FINISHED FLOOR A =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: 180302 03/29/18 FP1 OF 2 lik" I/4 4 X #� 0 Vail Fire&Emergency Services tk j-N 04/19/18 t 1. Jt J../t 71- ...Jt - J.-'G'---1" ."°-°--- 1 J.../JJt JJl--- :-J.../t : "-= :: 5-- J.../t JJ{J.JI : J.- --J.../1 J../\J�.J� 0 �1 • TOWN OF VAIL . -ATI• / / // LnCONTRACTOR REGISTRATION TowNorya! v1 /ohl ./ / C� ) :::::. Vail Valley Fire Sprinkler,Corp. / l i\ / // �1 Clint M Jan �j1 t' / / / / / / / / �% P.O. Box 1055 - '1/� ` // � Vail \V 1.1 ,,ty,State Zip: ,CO 81658 'l/ / Vis41, \ / „ (970 914 _5014 blazeinvail I. m \� / / �� hone: \ E-Mail: (d�a0 c o 1/� !� / rl, Electrical and Plumbing contraaon shall provide their State of Colorado Electrical or Plumbing License number � /FireProtection contractors shall provide o(thev State of Colorado Division of Fire Safety Contractor's Registration number �� / / • \ / / ❑ Elearical Lic.#: l7 Fire Protection Reg.#:CO-4911/� / / , \',11/IHH>o, `o Plumbing Lic.#: �� / //// 1 hereby certify that it is my responsibility to abide by the Vail Town Code and licensing requirements.Further;1 certify that I shall maintain the insurance and li- th 1�/� / r, 1/4ll'I'll censing requirements per Vatl Town Code.I understand that failure to comply with all town codes,laws,and regulations may recense in- /eluding penalties u allowed by law. ' /�V ii �. dT x-30- �r Contracto Signature Uate /t/Issued hy:�\lartin f laeberle,Chief Building Official Date �� / (2:) arr'd , ) �0 1 8 V� / R 7 7 (2') Registration Expiration Date U 0 BEDROOM `'J�������� ������������,-�����_�������,5���������������-�� / / '�? 41/// / Q \'‘ /\\. x. / A / C5 0 / / '�// r LIVING ^ �9 �' s�' �'' Time to renew this. I'll let / / \ '�' R R IC 0 9FT2 / %� Comm Dev. you guy are good — — / � lSET BATH © • / 1 to O. /j gA iiN .,7..,. ,,, , 14 ,o to /0 � 44 *Tr 0 •••••••• ki, \ ��� � .• �. � R Hydraulic Information � � � Remote Area 2 a U� V� 'ofo Q O9, OCCUPANCY CLASSIFICATION Residential a (K) I I (K) 8_p`` DINING Li ),,,\/; WH ' 1‘khiL\ /,, . \ A °� ^� til, DENSITY(gpm/ft2) TOTAL HOSE STREAMS 0.10 0.00 for 154.78ft2(Actual 154.78ft2) 0��\ \ 10-6 co �� ` ,\ °, 111111 TOTAL HEADS FLOWING 2 ( 1 �o _4 1 U�t7 R R / ^ �' K-FACTOR 4.9 �o _ t p ` \ ` / U cyq / TOTAL WATER REQUIRED 52.12 11 4 1 8 '� \ ` / d 4 I ! TOTAL PRESSURE REQUIRED 48.045 o ,� / CO o MECH ICAL 1! © >`�- BASE of RISER(gpm) 52.12 4, 1i�1 _ R R ? '� / J / � \:, Y` BASE of RISER(psi) 84.972 >-N ^/41 A y "a� SAFETY MARGIN(psi) +10.414(17.8°�) / 1 �^ \si` / (� - ^,y \> FLOW TEST PRESSURES REDUCED BY 10%PRIOR TO CALCULATION / , 5-4 , POy O \ / \^ 'ts / — • CLOSET 45 FT2 o� �� ` O ') aill ^ ?�RAG / / W I BEDROOM I / 7' • r � '� 1P 2ill) '%,, \ 0 R R $s, 1 -D \ \ 3 3 i b 12 1 . 12 -o DN 4*�/ UP ? y I 2-1 , / 0 co / O �( FUTURE ELEV. © 0G4 Nir c)<\\\\ \ Yr;( rY'A-1 A- 5-6 1� OPEN TO , } ��Q 1 1 a- PA 0 ?�' \ / Nfoi / 7-0 / }� 1 -UP f i^1� f °, . _UP / BE / 0 11-4 1-8,_ 9 BATH 1 D \ N/A -0N / / j 1 PT �O , J LAUNDRY �. ^ �� �� 1,5 2- L ; di /0 N 'V 7 / :1 t`,�9' �.. _ ''° �� 4, 32 JR 3c1 / O b (yK)( (yK�)( 16 X p, \/I? • 07 ,1 \ \O;r4 Aof V* sr R R�` HALL ,�� l7 ,�1 _ i SHWR 0 / 9 RR ^fib \ , © -�► KITCHE ` R ° mom" BATH 6� ! R I I . :'1 et• SHWR R /- O CLOSET 1 �**,7%., >r / 4f © I >� y - \ 4®-- -1(7)--' �tzs. A \ \ I N ° `O O� R 1 1 - �t�31r11� 3 � 4 e 1 -UP 6-7 \ fia 2 I . y( 1 • 41111°° 01: Isi / 4\\401, 0 BEDROOM 12 - /� - , 4 CO / 7 /4111.1\ CLOSET it ,-* - 0e; / '97 s R 00, , ,A,1,0 , o A. . co °6'C> 9 �' 1.9 32 1* \ • qa. II* ' # • 7. 4P ° \ lik . \(: p,, o ir ..1441\11„ , ,,, •Q • C 017 Q CLOSET �� ^o> BREAKFAST ^ SITTING BED OM4110 y I ^ry. G • :ATH R ,� IS • 0 MINIMUM DISTANCES FOR RESIDENTIAL SPRINKLERS 113D,TABLE 7.5.6.3] 1s 4 MINIUMUM MINIMUM I DISTANCE FROM DISTANCE FROM I 1 I� EDGE OF SOURCE EDGE OF SOURCE I _J, O ! - I --11-_D--cnil — \ ' TO ORDINARY TO INTERMEDIATE ,! TEMPERATURE TEMPERATUREII HEAT SOURCE SPRINKLER(IN.) SPRINKLER(IN.) SIDE OF OPEN OR RECESSED FIREPLACE 36 12 FRONT OF RECESSED FIREPLACE 60 36 /COAL OR WOOD-BURNING STOVE 42 12 •1p KITCHEN RANGE 18 9 / WALL OVEN 18 9 HOT AIR FLUES 18 9 / UNINSULATED HEAT DUCTS 18 9 UNINSULATED HOT WATER PIPES 12 6 SIDE OF CEILING OR WALL-MOUNT DIFFUSERS 24 12 FRONT OF WALL-MOUNT HOT AIR REGISTERS 36 18 HOT A71SECOND FLOOR FIRE SPRINKLER PLAN LIGHTH TURER F( 250ER FURNACE 6 3 AVT\THIRD FLOOR FIRE SPRINKLER PLAN LIGHT FIXTURE(0-250 WATT) 6 3 LIGHT FIXTURE(250-499 WATT) 12 6 ' 0>' � _P 114"= 1'-0" SQ.FT.= 2,507 111:41i# FP2 114"= 1'-0" SQ.FT.= 2,601 1 m3m5 �7 � 1 i. 3 5 7 9 2 4 6 8 10 2 4 6 8 10 COPPER TUBE HANGER SPACING OVER 100 PSI SPRINKLER LEGEND PROJECT: SYMBOL LEGEND VAIL VALLEY GORDON/MASON RESIDENCE 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" 0 Tyco TY3596 LFII 52 4.9 Pendent '/2 Quick White 160°F CONCEALED FNKLER 5185 MAIN GORE DRIVE =OPEN TO STRUCTURE =TYPE M COPPER PIPE Reliable RA5231 F3RES44 2 4.4 Sidewall 1 Quick White 155°F CONCEALED 70T - �RE � O.T.S. 1" s'-o" (SSP)o'-s" (SSU) 1'-6" (SSP)o'-s" (SSU) 1'-0" ** r/ FIRE PROTECTION DESIGN. INC. VAIL, COLORADO 81657 =THREADED STEEL PIPE Total=54 Up =PIPE DIRECTION UP =PIPE HANGER 1'/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 FIRE SPRINKLER PLAN Dn =PIPE DIRECTION DOWN =WELDED STEEL PIPE 1'/" 10'-0" (SSP)0'-6" (SSU)2'-6" (SSP)0.-6" (SSU) 1'0" PAUL D.HUBBARD NICET III #108221 j� SECOND & THIRD FLOORS -PIPE RISER NIPPLE qc BL1 =BRANCH LINE#1 2" 12'-0" (SSP)0'-s" (SSU)2'-6" (SSP)0'-6" (SSU) 1'-0" .V - 0• A-•-) Rn - =CENTER LINE PIPE ELEVATION M1 =MAIN#1 DRAWN BY: SCALE: A.H.J. OH1 =ORDINARY GROUP 1 HAZARD 2W 12'-0" (SSP)0'-6" (SSU)2'-6" (SSP)0'-6" (SSU) 1'-0" PAUL D.HUBBARD AS NOTED VAIL FIRE ABOVE FINISHED FLOOR A =GROOVED PIPE SEGMENT 57 HEREFORD LANE EDWARDS COLORADO 8 1 632 3" 12'-0" (SSP)0'-6" (SSU)2'-6" (SSP)0'-6" (SSU) 1'-0" CONTRACT#: DATE: DRAWING NUMBER: 180302 03/29/18 FP2 OF 2