Loading...
HomeMy WebLinkAboutB24-2812 PLAN 8 7 6 5 1 4 3 2 1 ABBREVIATIONS SYMBOL LEGEND STORAGE INFORMATION GENERAL NOTES 1- o ADJ Adjustable 1. The system design and installation shall comply with NFPA 13 & 20, 2022 and requirements of Authority Having Jurisdiction. W _ _ AFF Above Finished Floor 0 Upright Sprinkler REFERENCE NFPA 13:2022 FIG . 21 .3. 1 H o AHJ Authority Having Jurisdiction 2. Hazard classification: H ii ANSI American National Standards Institute Pipe Diameter (inches) ix- Plastics Storage with a design density of .40 gpm per sq. ft. over the most remote 2,000 sq. ft. - See Storage Information this sheet for inAS Automatic Sprinklers 2 1 additional information. w ASME American Society of Mechanical Engineers 5_0 New Sprinkler Branchline - Steel I .Pipe Length (feet-inches) Group A (See A.20.4.4. Group B Group C U ASR Automatic Sprinkler Riser 3. Provide spare sprinkler head cabinet near system riser, provide sprinklers and wrench required. z ASTM American Society for Testing and Materials 4 Class IV Class 111 u_ o _ ATR All Thread Rod 5-� New Sprinkler Main - Steel I I I 4. All threaded pipe shall be: Q I AUX Auxiliary Expanded ow- Nonexpanded Free-flowing Schedule 40 or equal CI Class IV w AV Alarm Valve - z AWS American Welding Society C Change in Pipe Elevation Ct ❑ I 1 5. All grooved pipe shall be as follows: BB Below Beam Cartoned Exposed Unstable s StableO o Pipe sizes 2" thru 4" - Eddyflow U- z BD Below Deck Table 21.3.3(a) ti 4 BFP Backflow Preventor IS System Riser or(b) Column A 6" pipe to be Schedule 10 �I Z BFV Butterfly Valve I I I I I I U 6. Fittings shall be class 125 threaded cast iron ASME B16.4. o BJ Below Joist Stable Unstable Stable Unstable Solid Unit Load Cartoned Exposed >\ BL Branchline CIHydraulic Reference Point Table 21.3.3(a) Table 21.3.3(a) Table 21.3.3(a) Table 21.3.3(a) Table 21.3.3(a) Table 21.3.3(a) Table 21.3.3(a) W BLDG Building or(b) Column E or(b) Column ❑ or (b) Column B or (b) Column C or (b) Column A or(b) Column C or (b) Column E 7. All threaded pipe and fittings shall have threads cut to ASME standard B1.20.1 O BOR Base Of Riser 8. All pipe welding shall be in compliance with the requirements of AWS B2.1. ~I G N Brass Grooved Coupling C G CIS Cas Iron REFERENCE N FPA 13:2022 TABLE 21 .3.3(a) 9. All piping shall be earthquake braced as outlined in NFPA 13 2022. CL Centerline `11 1 " Auxiliary Drain Table 21.3.3(a) Design Densities for Palletized, Solid- 10. All piping is to be hydrostatically tested at 200psi minimum, fora period not less than two hours. COJ Cut On Job p p g Y Y p Pin Header Piled, Bin Box,or Shelf Storage of Group A Plastic X COL Column Commodities (U.S. Customary Units) H CONC Concrete Grooved Cap 11. Any heads subject to mechanical damage shall be installed with head guard u_ COUP Coupling Density(9Pmltt) w CPVC Chlorinated Polyvinyl Chloride Threaded Cap Maximum Storage Height 12. Installing fire protection contractor is responsible for all coordination with structure, building, mechanical, electrical, plumbing, H O CSP Combination Standpipe (ft) Roof/Ceiling Height(ft) A B C D E and all utilities. Any additional fittings, piping, offsets,hangers, labor, and design changes that may be required are to be Q II o - CSR Coach Screw Rod - I provided at no additional cost to owner. in I CTR Center Up to 15 0.2 EH2 0.3 EH] EH2 z CV Check Valve Plug >5 to 512 >15 to 20 0.3 0.6 0.5 EH2 EH2 13. Provide signs for all control, drain, test connection valves, and the fire department connection. >- - DCV Detector Check Valve E z DI Ductile Iron >20 to 32 0.4 0.8 0.6 0.45 0.7 14. Prior to bid, visit the job site, take measurements and other such information. Compare this with the drawings and ❑ 0 DN Down Up to 20 0.3 0.6 0.5 0.4 0.45 specifications as to the conditions under which the work is to be performed. No allowance shall be subsequently made for Standpipe Hanger Location DSP Dryextra expenses due to failure or neglect to make such an examination. E Existing 15 >20 to 25 0.4 0.8 0.6 0.45 0.7 EC Extended Coverage >25 to 35 0.45 0.9 0.7 0.55 0.85 15. Provide required clearance around all penetrations per NFPA 13, 2022 paragraph 17.4. F ELEV Elevation -, Trapeze Hanger Location F 1- ELL Elbow Fitting IN- Up to 25 ► 0_4 0.8 0.6 0.45 0.7 O - 16. Pipe lengths shown on plan are center to center and are for reference only. Actual pipe lengths may vary. ❑ EQB Earthquake Brace L 20 >25 to 30 0.45 0.9 0.7 0.55 0.85 W EXP Exposed Branchline Restraint Z F Flanged >30 to 35 0.6 1.2 0.85 0.7 1.1 17. Provide auxiliary drains as required per NFPA 13, 2022. O (iN -- FDC Fire Department Connection Up to 30 0.45 0.9 0.7 0.55 0.85 18. All penetrations through fire rated assemblies shall be sealed in accordance with a UL approved system to maintain the II FH Fire Hydrant S Sway Bracing 25 integrity of fire rated assembly. I FHC Fire Hose Cabinet >30 to 35 0.6 1.2 0.85 0.7 I 1.1 g Y Y z FHV Fire Hose Valve- FLR Floor 19. The installing contractor is responsible for creating shop drawings for installation purposes. The installing contractor shall Notes: coordinate fire sprinkler shop drawings with other trades shop drawings. Any additional fittings, pipe, sprinklers, design, etc W FM Factory Mutual Research 0) Minimum clearance between sprinkler deflector and top of storage shall be maintained as required. 1 FOW Face Of Wall that maybe required will be the responsibility of the sprinkler contractor and will be provided at no additional cost the the 4 FP Fire Protection (2)Column designations correspond to the configuration of plastics storage as follows: owner. Upon completion of shop drawings and coordination the fire sprinkler contractor will verify that the hydraulic _ A: (1) Nonexpanded,unstable calculations have not been adversely impacted by any design and/or coordination changes. If it is found that further p FS Flow Switch (2) Nonexpanded, stable,solid unit load I` 1I1 FT Foot modifications are required based on the results of the hydraulic calculations these modifications are to be done at no W 0 B: Expanded,exposed,stable ill ce FTO Field To Order C:(1) Expanded,exposed,unstable additional cost to the owner. ill G Grooved CZ P (2) Nonexpanded, stable,cartoned GA Gauge D: Expanded,cartoned,unstable 20. All welding to be in accordance with NFPA 13, 2022 paragraph 7.5.2. and welding certificate shall be provided to the project GALV Galvanizedinspector. E E:(1)Expanded, cartoned,stable0 E GB Glass Bulb (2) Nonexpanded, stable,exposed ti GOE Groove One End O (3) EH1 = Density required by Extra Hazard Group 1 and 19.3.3.1.1 21. Provide metal chrome split ring wall plates at all visible wall penetrations GOL Groove-O-Let EH2= Density required by Extra Hazard Group 2 and 19.3.3.1.1 GPM Gallons Per Minute (4) Roof/ceiling height greater than 35 ft is not permitted. 22. Total area protected by this sprinkler system - ±6,300 sq. ft. N GRC Grooved Reducing Coupling VV VD GV Gate Valve 23. Verify the underground is completely flushed and tested prior to connection to overhead piping. ❑ HDI Hilti Drop-in Anchor o HSW Horizontal Sidewall 24. The fire sprinkler system installer(s) shall possess a valid CAL Fire Office of the State Fire Marshal sprinkler fitter certification Z HT Height for the installation of a commercial fire sprinkler system. -10. ❑ HV Hose Valve II ID Inside Diameter I MECH Mechanical in o MJ Mechanical Joint w z - MRA Most Remote Area o J MT Mechanical Tee o Q I o NFPA National Fire Protection Association lil NIC Not In Contract zo NO Number D NPT National Pipe Thread D NTS Not To Scale VICINITY MAP OC On Center OD Outside Diameter OH Ordinary Hazard 1- OS&Y Outside Screw & Yoke .w- o P Plain End 730 Studio) SPxuce St 680 W PIV Post Indicator Valve 715 107e Spruce z St lik, PL Property Line ❑ POC Point Of Connection 975 965 Gridle -B tte II PRV Pressure Regulating Valve �► sPt"`° 4 Flrestatl 7a - 'KrI PS Pressure Switch 705 SPS�Ge�� 995 City of Gridley 14 U z PSI Pounds Per Square Inch „6o O Grid�,-o ock GridleyMunicip - PVC Polyvinyl Chloride 180 s90,1Ce Funer� apel 0 St .� Utilities -....I ill CL I QR Quick Response St 5. I RES Residential su SPc e o .- W RN Riser Nipple P e St N 6769 0 SacValleyLaw w SBB Side Beam Bracket "'c `. I946 o SCH Schedule 681 @ 650 C SHT Sheet 3 0 Gridley Museum Q Se W SP Standpipe 1155 s. _ SPK Sprinkler 669 ^ r SQ Square 601 SR Standard Response Continental Our Town 674 Athletic Supply ! Pizzeria and Deli U J SSP Standard Spray Pendent L Sporting goods store - Pizza•$ ... Ct SSU Standard Spray Upright 1- SW Switch 5 654 aa. Hazel St o T Thread o ; W L, TEE Tee Fitting KC Bar ,Q 901 z `o LW Threaded Lightwall ❑ TOE Thread One End 1104 St 0 II TOR Top Of Riser 1144 „� Haye1 gas Li O 1180 1150 I TVV inwa z TYP Typical U W - V / 1065 1055 0 H H ai e\St 6 570 Et Q 1091 c� 5 U Hanel St • ❑' B B Z o o 9-17-24 �, " 11� o sza SCALE 5. is i 1195 545 ,I= 1/411 = 11-0 I1 PRpt ESS l04/ ���<v+P�lEL 1�,41o�tc` DRAWN PROJECT LOCATION �, N M Al ► 2. 220: 1� xP • , FILE NUMBER I 12 332 7 I- I I I I ;50, I a SYSTIEM • ti �TF O CALiF°�� NET W -`DI I I I OCCUPANCY ZI❑ III STORAGE SHEET TITLE II I IIII REVISIONS HANGER SPACING I SPRINKLERS I PIPE SUMMARY CONTINENTAL ATHLETICS SUPPLY Z- coI I I I N❑. DATE DESCRIPTION PIPING PIPE SIZE SYM. TYPE S.I.N. KFACT ORIFICE N.P.T. RESPONSE FINISH TEMP QTY. LOCATION TYPE - U.O.N. 627 OHIO STREET TITLE SHEET MATERIAL I I I /1\ 3/4" 1 " 1 /4" 1 /z" 2" 2 /z" "3 0 TYC❑ EL0-231 B UPRIGHT TY 5 1 51 1 1 .2 - 3/4" STANDARD BRASS 286° 72 OVERHEAD STEEL A I I I /2\ COPPER 6 8 8 10 10 10 12 • TYCO TY-FRB PENDENT TY323 5.6 1 /2" 1 /2" I�UICK WHITE 200° 2 RISER STEEL GRIDLEY, CALIFORNIA A W -sr I I I /3\ 73°° 5 5.5 G.5 7 7.5 8.5 9.5 ,5.5 6 G.5 7 8 Cl 10 UNDERGROUND Cg00 PVC ENGINEERED FIRE SYSTEMS INC. SHEET NUMBER CPVC 1 ❑❑ o o If /5\ 1 20° 4.5 5 5.5 6 7 7.5 8.5 _ 11832 TAMMY WAY RA VALLEY, A95949FP1 /6\ n❑ &H ❑ STEEL - 12 12 15 15 15 15 - GRASSC PHONE: (530) 274-9400 • engineeredfiresystems.com • FAX: (530) 274-9488 1 ❑F 5 SHEETS /7\ THREADABLE _ 12 12 12 12 12 12 TOTAL REQUIRED SPRINKLERS IN THIS DRAWING SET 74 THINWALL . ? 4 3 2 1 .8 7 6 5 8 17 16 15 1 4 13 12 11 v/ // // // /0 o MAXIMUM DISTANCE BETWEEN HANGERS / o / L NOMINAL PIPE w - 3/4" 1" 1-1/4" 1-1/2" 2" 2-1/2" 3" 4" / FIG. G5 H Z SIZE (in.) / BEAM CLAMP H o II STEEL PIPE EXCEPT / THREADED LIGHTWALL N/A 12-0 12-0 15-0 15-0 15-0 15-0 15-0 / c w - Z-PURLIN / ■• _ -1A I � I=1 I ! 1�1 Mr Z .g ClT // // //` 11 - ` SAMMY SIDEWINDER SCREW - r�' IA MS - o - itt UPRIGHT HANGER ROD SIZES WITH NUT �\ Q �l�l� SPRINKLER 11 FIG. GGI LOCK VIEW A-A I = NOMINAL PIPE RETAINING NUT REQ D ZSIZE (in.) 3/4" 1" 1-1/4" 1-1/2" 2" 2-1/2" 3" 4" - ALL THREAD ROD STRAP CY ❑ -i - o STEEL PIPE EXCEPT - - FIG. 100 D N/A 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" ' ADJUSTABLE RING HANGER ALL THREAD ROD J Z THREADED LIGHTWALL za F d ✓IIc w IP Mk �� FIG. 200 U o \ BRANCHLINE ADJUSTABLE RING �� BRANCHLINE RESTRAINT SPACING HANGER (REF: NFPA 13:2019 TABLE 18.6.4(a) W J NOMINAL PIPE O 3/4" 1" 1-1/4" 1-1/2" 2" 2-1/2" 3" 3-1/2" 4" CX G N SIZE (in.) L.D G STEEL PIPE N/A 36-0 39-0 41-0 45-0 N/A N/A N/A N/A 1. TO BE USED WITHIN EXPOSED CEILING AREAS (ft-in) 1. CAN SUBSTITUTE FOR BRANCHLINE RESTRAINT PROVIDE ROD LENGTH DOES NOT EXCEED 6" 2. DEFLECTOR DISTANCE BELOW DECKS, BEAMS, JOISTS, AND OBSTRUCTIONS TO BE IN ACCORDANCE WITH NFPA 13 MEASURE FROM THE TOP OF PIPE TO POINT OF ATTACHMENT. --- 3. INSTALL PER MANUFACTURES LISTING AND NFPA 13 REQUIREMENTS I- o o 1 UPRIGHT SPRINKLER DETAIL ON BRANCHLINE 2 HANGER INFORMATION 3 HANGER DETAIL 4 HANGER DETAIL w w Z F o 0II - REMOVE KNOCKOUTS HOLES ACCOMMODATE uw7 TO ACCOMMODATE I I" PIPE 3/4" NPT SPRINKLERS 1/2" NPT SPRINKLERS raj U Z TEST VALVE 5 w0 W/ K=8.0 TEST ORIFICE U SAMMY SIDEWINDER 5 -0 I 11 ll (( 0 440 i- ' I 1- 1141- 1 I / Z-PURLIN / 1 . aO .°I I - 1 1 I U A . PRESSURE RELIEF AP II O NE F OUTLET VALVE \ / c / F FT OO V I L / / ALL THREAD ROD ❑ II I I I� / f FIG. 100 I I I I II II / / NUT $ WASHER ❑ IT _ `` I / f w ALL THREAD ROD __ ,,.� / p � p Z (TYP) ADD RESTRAINT IF HANGER ROD EXCEEDS I -�/ L Jl O _," --- 6" IN LENGTH TO BE MEASURED BETWEEN I IITHE TOP OF PIPE AND THE POINT OF ) t / N I A,Af' ATTACHMENTFIG. 100 z EXTEND ATR TO TOP OF � �� mmi O `\ VO ALL THREAD ROD - PIPE OR PROVIDE SURGE fla \En RETAINER CLIP TO PREVENT \� _ �?_ 2" SCH. 40 TRAPEZE PIPING FIG. 200 - w ADJUSTABLE RING HANGER 7 Y Y \ S� Et ADJUSTABLE RING UPWARD MOVEMENT I ` \ ----- -\ \ HANGER / I I A D o - 0 HOLES FOR SLOTS FOR DOOR w I" PIPE SCREWS SPRINKLER STRAP HANGER WRENCH AND HINGES c SHELF -- SHELF NOT SHOWN HANGER #1 ( 3) OC F ISO\ I V I E A S I D E V I E V\ TRAPEZE HANGER E 1. USE AGF MODEL 3011 1. MIN. 6 SPARE SPRINKLERS REQUIRED O E 5 BRANCHLINE RESTRAINT 6 AGF INSPECTORS TEST W/ PRESSURE RELIEF 7 SPARE HEAD BOX DETAIL 8 TRAPEZE HANGER ° N N l0 v 1- 0 0 LL z TOLBraceTM Seismic Bracing Calculations V8.8.140 TOLBraceTM Seismic Bracing Calculations V8.8.124 0 4- II Contractor: Contractor: Project Address: CONTINENTAL ATHLETICS SUPPL' Address: Project Address: CONTINENTAL ATHLETICS SUPPL' Address: ql I U I U]f w Z 627 OHIO STREET 627 OHIO STREET f'7YU71RQ(jtL}f!$,SwRfilj4Vf(�P 627 OHIO STREET PowerRgdtfsiri"sswRrrtio-vde Q' Phone: Phone: JLicense: Licence: 0 I o GRIDLEY, CA GRIDLEY, CA / ' , 2%2" CAP GRIDLEY CA Job#33217 Job#33217 w Calculations based on 2022 NFPA Pamphlet#13 Calculations based on 2022 NFPA Pamphlet#13 Z D 0 Brace Information TOLCOTM Brace Components Brace Information TOLCOTM Brace Components MI) ' D LATITUDE . 39.364693 Maximum Brace Length 7'0" (2.134 m) TOLCOTM Component Listed Load Adjusted Load Maximum Brace Length 7'0"(2.134 m) 0 TOLCOTM Component Listed Load Adjusted Load 4 % Diameter of Brace 1" Fig. 1001 Clamp 2000 lbs(907 kg) 1414 lbs(641 kg) Diameter of Brace 1" Fig.4L Clamp 2000 lbs(907 kg) 1414 lbs(641 kg) ‘ ` r �� 44 1 LONGITUDE 01•. -121 .698142Fig.980- 1/2"Universal Swivel 2100 lbs(953 kg) 1485 lbs(674 kg) Fig.980-1/2"Universal Swive 2100 lbs(953 kg) 1485 lbs(674 kg) ( > ,Cl Fig.980 Type of Brace Sch.40 Fig.828 Along 3/8"Thick Flange 1090 lbs(494 kg) 770 lbs(349 kg) Type of Brace Sch.40 Fig.828 Across 3/8"Thick Flat 1090 lbs(494 kg) 770 lbs(349 kg) w o NFPA 13 DESIGN FORCE = .45 C p *Calculation Based on CONCENTRIC Loading `Calculation Based on CONCENTRIC Loading ❑ Angle of Brace 45° Min. TM Angle of Brace 45° Min. TM ��` l J �) CHAIN g *Please Note:These calculations are for TOLCO components only.Use of any g *Please Note:These calculations are for TOLCO components only.Use of any �/ \L� other components voids these calculations and the listing of the assembly. other components voids these calculations and the listing of the assembly. � /I) Z Least Rad.of Gyration 0.42"(11 mm) Least Rad.of Gyration 0.42" (11 mm) Seismic Brace Assembly Detail Seismic Brace Assembly Detail ❑ L/R Value 200 L/R Value 200 II Max Horizontal Load 1310 lbs(594 kg) Max Horizontal Load 1310 lbs(594 kg) o \ I a• WALL PLATE U Z Ill TOLCO FIG.828 �- - Fastener Information - Fastener Information U] TOLCO FIG.828 a. I icPF BRACE PIPE F Orientation to Connecting Surface NFPA Type B Orientation to Connecting Surface NFPA Type B I TOLCO FIG-1001 U Fastener Fastener TOLCO FIG.980 1. 4 x 2 1/2 x 2 1/2 FIRE DEPARTMENT CONNECTION W TOLCO FIG.980 W 9 SEISMIC DESIGN CRITERIA Type Fig.828 Along 3/8"Thick Flange Type Fig.828 Across 3/8"Thick Flange 12 FIRE DEPARTMENT CONNECTION DETAIL w O Diameter Diameter N/A 0 TOLCO FIG.4L N/A o' + BRACE PIPE C I- 11 C Length N/A . Length N/A I-Ll FIG.SNIVEL SOSWAY Maximum Load 1090 lbs(494 kg) Maximum Load 1090 Ibs(494 kg) BRACE FITTING 5 Brace Identification on Plans LATERAL Brace Identification on Plans LONGITUDINAL Q Prying Factor N/A Brace Type Lateral[X] Longitudinal[ ] 4-Way[ ] Prying Factor N/A Brace Type Lateral[ ] Longitudinal [X] 4-Way[ ] J BRACE PIPE Q � (SEE CALCULATIONS Sprinkler System Load Calculation (Fpw= CpWp) Sprinkler System Load Calculation (Fpw=CpWp) F O / AND I5/FP2) Cp = 0.45 Cp= 0.45 W 0 0 I Diameter I Type I Length I Total Length I Weight Per Unit Length I Total Weight Diameter I Type I Length I Total Length I Weight Per Unit Length I Total WeightLL ? d I.-4 - w 4"(100 mm) I Sch. 10 130 ft(9.1 m) 130 ft(9.1 m) 111.78 lb/ft(17.53 kg/m) 1353 lbs(160 kg) 4"(100 mm) I Sch. 10 180 ft(24.4 m) 180 ft(24.4 m) 111.78 lb/ft(17.53 kg/m) 1942 lbs(427 kg) l� Z 2"(50 mm) I Sch. 10 1130 ft(39.6 m) 1130 ft(39.6 m) 14.22 lb/ft(6.28 kg/m) 1549 lbs(249 kg) o FIG. 4A 0 II PIPE CLAMPU I FOR SWAY BRACE U H U LONGITUDINAL SWAY BRACE PIPE ATTACHMENT w Et Et Subtotal Weight'902 lbs(409 kg) Subtotal Weight)942 lbs(427 kg) a DWp(incl. 15%)' 1037 lbs(471 kg) Wp(incl. 15%)' 1083 lbs(491 kg) B 0 Main Size Type/Sch. Spacing(ft) I Total(Fpw)'467 lbs(212 kg) Main Size Type/Sch. Spacing(ft) / Total(Fpw)'487 lbs(221 kg) DATE B ' BRACE PIPE 4" Sch.10 30 Sc h. 4" 10 80 z �'. (SEE CALCULATIONS Maximum Fpw per 18.5.5.2(if applicable)! 1071 lb(485 kg) Maximum Fpw per 18.5.5.2(if applicable)' N/A q-I7-24 ❑ Vs AND I4/FP2) {TOLBraceTM Version 8} Use of TOLBraceTM is subject to terms and conditions per the end user license agreement • {TOLBraceTM Version 8} Use of TOLBraceTM is subject to terms and conditions per the end user license agreement SCALE 411.4 '� I/4" = II-0" FIG. 100 ROFLSSI0 #* i „4/40 ��;�% SWAY BRACE ATTACHMENT �4 P L P DRAW N 4� PN%\ R/[' Fy • �' H M (SEE CALCULATIONS) I LJJ • 22f% FILE NUMBER I I ix 1p,:r :01, 33217 F 1 1 1 1 LATERAL SWAY BRACE PIPE ATTACHMENT M E N T SYSTEM 0 I I F o cA� \ ° WET Z ' ' 13 SWAY BRACE ATTACHMENT DETAILS 14 LATERAL SWAY BRACE CALCULATION 15 LONGITUDINAL SWAY BRACE CALCULATION 16 NOT USED OCCUPANCY 0STORAGE II 11 ■ REVISIONS HANGER SPACING I SPRINKLERS I PIPE SUMMARY SHEET •TITLE I 1 I CONTINENTAL ATHLETICS SUPPLY u Z II co- I I NO. DATE DESCRIPTION PIPING PIPE SIZE SYM. TYPE S.I.N. KFACT ORIFICE I N.P.T. AREA I FINISH TEMPI QTY. LOCATION TYPE - U.O.N. 627 OHIO STREET DETAILS I 1 MATERIAL 3/4" 1 11 1 1/411 1 1/211 2" 2 1/2"" 3" 0TYCO ELO-23 1 B UPRIGHT 1 1 1 3 STEEL A IGRIDLEY, CALIFORNIA A I I I /\ 3/4"COPPER 6 8 8 10 10 I 10 12 0 TYCO TY-FRB PENDENT TY3235.6 1 /211 �zu STANDARD�U II BRASS 2 OVERHEAD WHITE 200° I 2 RISER STEEL w• -1- 1 1 I 7s°° 5.5 6 6.5 7 8 q 10 UNDERGROUND Cg00 PVC ENGINEERED FIRE SYSTEMS, INC. SHEET NUMBER w I /4\ CPVC I , ❑0 5 5.5 6.5 7.5 18.5 q.5 11832 TAMMY WAY Z 01f /5\ 1 20° 4.5 5 5.5 6 7 17.5 8.5 /6\ SCHEDULE 0 D STEEL - 12 12 15 15 15 15 GRASS VALLEY, CA 95949 FP2 PHONE: (530) 274-9400 • engineeredfiresystems.com • FAX: (530) 274-9488 2 OF 5 SHEETS /7\ THREADABLE - 12 12 12 12 12 12 TOTAL REQUIRED SPRINKLERS IN THIS DRAWING SET 74 TH I N WALL ■ 8 I 7 1 6 1 5 ? 4 I 3 I 2 1 1 8 17 16 15 1 4 13 12 11 1- 0 0 a w - - H z H 0 II SPRUCE STREET UI I tt 6 0 6 II IO2 z 160-0 160-0 Li_ Q o Q Z (24 O 0 o PRESSURE ..-1a ti HYDRANT z UQ o / �/ / �/ O G N CXG / / / / / 1- 0 o Li_ w w Z o I- O T Io a II o - uw7 — I G6 z SEE ENLARGED HATER 'Z' SERV ICE PLAN - Z0 THIS SHEET 0 I 2 T 1) 1 1— — — 0-- fl F I F 1- O I ° I— I I w o �, 0 N — LID I 0- j- Lu D , Lu Z �� D CC - --- 2 I 8 U o I, I — Ce W 0 J PROJECT LOCATION o I 0 a 1,I W .. C9 Q RESTROOM Ill I W 1- 0OC m V/) I E , - - 0 E I o-- - - 0 II I1 I o czI1-2" PUMP ROOM N I w 2I_2II lO O Cu 3 a )- Q - w 1- z G I- uG Z 6 ,I ~ 0 II CIE ®3 10-0 Ui I w o \ U] Z o_ u_ \ II J 3q � UNDERGROUND STUB 0 0 I o 4 F-4—b� —6 — Z) a �� LOCATION 1 0 � 15-0 z I 611 KEY GATE VA. C 0 D 6 x 4 D REDUCER I I w ENLARGED WATER SERVICE PLAN w Z 1/4" = 1 '-0" — II Z / V / V J ui a. I a. 1- I W /r^^ W r(+J W o C 1- W C FLOW J HYDRANT WATER FLOW INFORMATION STATIC PRESSURE - 62 PSI Q RESIDUAL PRESSURE - 55 PSI @ 1150 GPM FLOWING O J Evi Q 6 6 6 o160-0 GI 0 140-0Ito 20-0 CI) Ill HAZEL STREET , w F- — z 0 II U I REFERENCE UNDERGROUND PLAN W - � w THIS PLAN IS INCLUDED FOR HYDRAULIC REFERENCE ONLY AND SHOULD BE USED SOLELY FOR THE REVIEW OF THE HYDRAULIC CALCULATIONS - SEE CIVIL DRAWINGS FOR ADDITIONAL INFORMATION 1/16" = 1 '-0" 0 F a a a B Er DATE B z o cl-17-24 ❑ SCALE ESS/0 1/4" = I1_OII PR ` DRAWN NM FILE NUMBER FIIIIti,-0 IIoc,IICAt~\F WET W `pI I I I OCCUPANCY • I 0 II STORAGE II I ■ SHEET TITLE I III REVISIONS HANGER SPACING I I SPRINKLERS PIPE SUMMARY CONTINENTAL ATHLETICS SUPPLY REFERENCE u II Z � I I NO. DATE DESCRIPTION PIPING PIPE SIZE SYM. TYPE S.I.N. KFACT ORIFICE I N.P.T. AREA I FINISH TEMPI QTY. LOCATION TYPE — U.O.N.- 627 OHIO STREET UNDERGROUND I 3/4" 1 " 1 1/4" 1 1/z" 2° 1/2" 3° STEEL A I I I I I AMATERIAL COPPER 6 8 8 10 10 I2 10 12 00 TTYCOO TY-FRBO PENDENT TY32311 11 .2 5.6 1 /2" 31 �zu STANDARD I WHITE 200° I7 22 OVERHEAD STEEL GRIDLEY, CALIFORNIA PLAN A w• `r I I 73°° ,5.5 6 6.5 7 8 q 10 UNDERGROUND Cg00 PVC ENGINEERED FIRE SYSTEMS INC. SHEET NUMBER w I /4\ CPVC , ❑0 5 5.5 6.5 7 7.5 18.5 q.5 _ 11832 TAMMY WAY 0• o I /5\ 1 2 o° 4.5 5 5.5 6 7 17.5 8.5 RA VALLEY, A 4 /6\ 4D &Fl D STEEL - 12 12 15 15 15 15 GRASSC 959 9 FP3 PHONE: (530) 274-9400 • engineeredfiresystems.com • FAX: (530) 274-9488 3 o F 5 SHEETS /7\ THREADABLE - 12 12 12 12 12 12 TOTAL REQUIRED SPRINKLERS IN THIS DRAWING SET 74 THIN WALL ■ 8 1 7 1 6 1 5 ? 4 1 3 1 2 1 1 8 I 7 6 5 l 4 I 3 I 2 I 1 PUMP ROOM EQUIPMENT LIST I- 0 w - IF HATER PULSATION CAUSES ERRATIC OPERATION OF THE IF HATER PULSATION CAUSES ERRATIC OPERATION OF THE H Z 06" UNDERGROUND @CLEARANCE ZONE PRESSURE SNITCH OR THE RECORDER, A SUPPLEMENTAL AIR PRESSURE SNITCH OR THE RECORDER, A SUPPLEMENTAL AIR H II CHAMBER OR PULSATION DAMPER MAY BE NEEDED. CHAMBER OR PULSATION DAMPER MAY BE NEEDED. ul 0GROOVED OStY GATE VALVE 0GROOVED FLANGE w W/ TAMPER SW. BRONZE CHECK VALVE WITH 1/2" BRASS PIPE BRONZE CHECK VALVE WITH 1/2" BRASS PIPE 3/32" ORIFICE IN CLAPPER WITH BRASS FITTINGS 3/32" ORIFICE IN CLAPPER WITH BRASS FITTINGS z 03 750 GPM @ GO PSI FIRE PUMP Iq RISER LOCATION \ I ] w VERTICAL IN LINE J I o ® GROOVED CHECK VALVE 00 FLOOR DRAIN JOCKEY PUMP E FIRE PUMP E Q w CONTROLLER I CONTROLLER z ! CC 0 O 0 GROOVED TEE 0 CONCRETE PAD NOT LESS THAN 5'-0" NOT LESS THAN 5'-0" PI LL s z `� a J w © GROOVED BUTTERFLY VALVE 0PIPE STANDS PRESSURE 1/2" OUTLET U z W/ TAMPER SW. SNITCH FOR SENSING 07 GROOVED c10° 23 ELECTRIC MOTOR ? PRESSURE LINE W 1 .3SWITCH ® 4" x 2/2 x 2/2 FIRE DEPT CONNECTION 14 PLUG n 0 G N SEE DETAIL I2/FP2 i,..l j rrnn G Z l'J IN VO PUMP I TEST HEADER ) ��= w %4" PLUG3 0 --� - (3) 2/2 HOSE VALVES 1/2" GLOBE VALVES (2) D z_ U z_ ■ = ^' IO FIRE PUMP CONTROLLER (n � 0 SUCTION— :pp = q DISCHARGE O —U ' t -- -- l1 %2" GLOBE VALVES (2) r ❑ II JOCKEY PUMP CONTROLLER T , WII II-A- .Ii.- w z O 12 OSftY GATE VALVE %" TO JOCKEY i_ — II 0 - W/ TAMPER SW. w PUMP SENSING LINE `� D 10 JOCKEY PUMP W SENSING LINE DETAIL - JOCKEY PUMP SENSING LINE DETAIL - FIRE PUMP z 0 0 CHECK VALVE ° NTS NTS 15 TEE F 16 1/2" SENSING LINE F 1- w w z o N - -II I Z — w — — ix W F- !Y Q n O - 0- I HI i_rz w ..D 0 LULU vl E 0 E 0 _____ D , N 7_, 1- l0 ,r0 0 E W z 7, _. o .___ ii o — = rn U I RESTROOM i U] Z I_ W II �� a L _ ) ❑ Q O c7 = Q I21-2" 1 21-2" I 2'-I" - - z 0 D — FLEX. COUP. D w © ! © 1 ! 1 Oq t 6" '1 C rp 6110 G" O — I, I • I . III •f�• ■ I . ■4.... I I ■�O-■�■��' Iq LE .... ,�, �, w `9 ® .i► J z o -NI II O 18 4„ PD 7 4 mil. 4M 1, ii . L . O I � 1[*1 NNE O z t \ _ PUMP ROOM I J ■ N I 12 .'. �� 0 0' 16 v) L7 I.i _ 15 O CEILING w w o m .��. o V _ UV) iP O ►®-�-(�C tED Ps .��. / <ITTI C . ® HYDRAULIC DATA J O !IN. ^ y • f • O I O5 I O ! (OO)O �® (6 Ell VE W/IIIPRESSURE TEST LRELIEF Q J I i T ® .n. n .u. = t . o n _ I _ __ _ = r �� ■ 6 ■ SEE DETAIL G/FP2 ■,■�■,■ 6 JTl 6 -\- - - - TIE INTO MAIN DRAIN Q i�ii I 4 I gY PASS , i i i ■ ■ UG r ® / A FLOW SNITCH ��q ~ w IO ��<5) �y�EL P,41 F� — SPARE HEAD BOX I I RISER CHECK VA. •P (-F` 0 o _ SEE DETAIL 7/FP2 I " . 22 f �„ 0 z ® Lo W/ 2 DRAIN GAUGES c� I , 17:01IIi I m FIRE PUMP ROOM ' I ■I I`-IVUO mil \ � Q i WITHIN IHR ENCLOSL Elm - _z ■ ® BFLY VA. W/ TAMPER SW. r® A� ".9re 'o���� U V II 6p n - , O CAt-\F 7 a -u \ � FLEX. COUwil O lipiv ...)-� �,� a Q mu. B 21 IS 22 N- DATE B w O I q-17-24 `� SCALE DRAWN FILE NUMBER II IIII SECTION "A" FIRE PUMP ROOM PLAN RISER DETAIL 33217 0 I I SYSTEM ❑ IIII 1/2" = 1 1_0" 1/2" = 1 1_0" 1/2" = 1 '-0" WET W `9I I I I OCCUPANCY o Z IIII STORAGE • 12 FT--LI REVISIONS HANGER SPACING I SPRINKLERS I PIPE SUMMARY SHEET TITLE CONTINENTAL ATHLETICS SUPPLY z I I NO. DATE DESCRIPTION PIPING PIPE SIZE SYM. TYPE S.I.N. KFACT ORIFICE N.P.T. AREA FINISH TEMP QTY. LOCATION TYPE U.O.N. 627 OHIO STREET FIRE PUMP • 1I L, MATERIAL 3/411 1 II 1 '/411 1'/211 211 12'/all 311 0 TYCO EL0-231 B UPRIGHT I TY51 51 1 1 .2 3/411 I STANDARD BRASS 1 286° 72 OVERHEAD STEEL A I I I /2 COPPER 6 8 8 10 10 10 12 • TYCO TY-FRB PENDENT TY323 5.6 1 /211 1 /211 QUICK WHITE 200° 2 RISER STEEL GRIDLEY, CALIFORNIA ROOM PLAN A n--1-1 3 3 5.5 6 6.5 7 8 q 10 UNDERGROUND Cg00 PVC SHEET NUMBER W o v 4\ CPVC 1 ❑0° 5 5.5 6.5 7 7.5 8.5 c1.5 I I I ENGINEERED FIRE SYSTEMS, INC. Z• 01 I /\ , 20° 4.5 5 5.5 6 7 1 7.5 8.5 I I 11832 TAMMY WAY r /\ I FP4 SCHEDULE GRASS VALLEY, CA 95949 A4D & 10 STEEL - 12 12 15 15 I 15 15 I PHONE: (530) 274-9400 • engineeredfiresystems.com • FAX: (530) 274-9488 4 ❑F 5 SHEETS /7\ THREADABLE _ 12 12 12 12 12 12 TOTAL REQUIRED SPRINKLERS IN THIS DRAWING SET 74 THIN WALL . 8 7 I 6 I 5 Ali4 3 I 2 1 . 8 1 7 6 15 1 4 13 12 11 o ❑ 1 2 C3) CLO ❑ L w - H z 30'-0" 30'-0" 30'-0" H ❑ _ _ ,.- II I'-I" 01 I 5'-0" ,_ _ I I I_ 8'-11" _I_ 10'-0" _I_ 5'-0" _ _ 5'-0" _I_ 10'-01I _ I _ l0'-0" _I_ 5'-0" 5'-0" _I_ l0'-0" _ I l0'-0" _I_ 5'-0" O Z - - II _1 i I I 1 I I I Li_ 1 1 Z - CC o 0 `o Ii 4 - ti Z W N 'Sd�, `9 's! Q sd�, Q 'PA Q sd�, Q sly, Q ,sly, Q sly, Q sf�, Q i J ❑Z ELECBETRIC S rry N t ifNrrLNIi � Ni 'LINi `1N -44 IrL NIirLS 30 31 N� N N � rL ICI 4 O�� 4 . +LT 4 4 4 4 4 .t �� 4 4 ¢ 4, , 4 • W 5-0 t� 8-6 10-0 r, 2-0 8-0 I: 10-0 „ 3-0 ° 7-0 cz 10-0 4-0 ° ,; 6-0 c. tI 10-0 5-0 �r J 'L 28 26 24 22 20 18 12 6 Q N i i i x 4" L / , . , . . , . -" N '/////////////////// ////////////////////////,////////// G G r�C m m m m m / m m m �= I �i G NOSE HEADER :..I� N „HA r N I N I N I N I N I / N I N I N I CX .g- 0, , 1ql •9 •9 •9 / .9 c n RISER / / , c� FDC - SEE 4`1 \__ LOCATION / / -� DETAIL I2/FP2 +�I .3SEE DETAIL 0 0 0 0 0 / 0 U 5B 0 / -,l4 0Li_ SHT. FP4 ,, // r._____i_ , , w / / i,i z❑ % TA / N Q 0 0 0 0 0 0 / 0 0 0 / — II O - N I N I N I N I N I N 7 / N I N I N I / I-I co co co co co co / co co co / w Z /% / 1-1 W0 / / U o / / 0 0 0 0 0 / Ci)1 5A U / I FF/0 0 0 0 0 0 0 N 0 0 N 0 / / ❑ NI NI NI NI NI NI / I NI I / c0 cA c0 c0 cD cD / cA cA cA / W / / I Z / / ❑ N / / r-1 II / / CZ H LU Z 0 0 0 0 0 0 / 7 O OU � / 4 N o z >- Q 0 1- LiJ — w -� / \+ / DO_ — / Q / 4 - - - - - - - / _ t- - c11J / `� ^F ^F 43 „F „F „F 43 / \F 0 0E A 0 4 / 0 O I `1.I `�.I .I `1. `1=. `1=. / `��I LU `��I �I / 3 I N o3 c0 c0 c0 c0 c0 / �, c0 c0 ; I" GLOBE VA. w .D 0 ,' ,' / / (AIR VENT) ZD / ID / V) E 0 0 m ° I 0 0 0 0 / ICI aICa m ° I DU / o f www / www / Z IL / , o / =O > " �' / > '� �' CZ / Cam _ / N 44 44 � � \ / \ � � 44 / N 0 0 � 0 o 0 0 0 / o o � � o / 1p .ct N I N I N,Q CD N I N I N I N I / N I N I N Q CCl N I / 1 1 0 co co N Z cA cA cA c0 / c0 c0 N Z c0 / 0 O / IL O / _� W '�iT, 'W I�, ,' 'W I�, ,' 'D IZ, ,' 'W 1�, / 'W IR, ,' / 'W 1�, ,' 'W I�, '131�, / nD/ \ I\ 4- II 0 0 0 0 0 0 / CIa OU OU / Ui Z in / / W / / �,\ 0 I ° 0 O 0 O O 0 / 0 0 0 / Z N � N � N � N � N � //////// i% ///////�� N � N � NCI / 1 1 D / / D 0 0 0 0 0 / � n 8 n On Oa / A F v 0 N / / 0 N I N I I N I N N / N I N I N Is. N I / w �` o / i Ai o J 'L (L �' J` rL r\, / 'y S II 4 ¢ 4 4 ¢ 4 4 4 ¢ 4 ��4 4 ¢ 4 4 ¢ 4 .¢ 4 /, ,. U 5-0 O ° °I-0 q-0 O ° 10-0 O ° 2-0 ° 8-0 O ° 10 /0 O ° 3-0 ° 1 7-0 10-0 00 ° 4-0 ° 6-0 10-0 5-0 j' 2q �, 27 �, 25 �, 23 M, 2 NB �cv0:1 Z N r N r N r N r N r N r ® N r O N r O N r / J N N N N N I N N N N a,., ., ., i _ sr�, � are, � sue, � � ..rR, � / ems, � srR, � w , � s,R, � / \___\,_ � � 1-I NI j 7A IA / w j 2 x 4" / - ADACAP / o / TYP. / I 1 o ti 0 ) INSTALLATION NOTES Q HANG MAINS 6" BELOW STEEL BEAMS U) J HANG BRANCHLINES 6" BELOW Z-PURLIN Q NON-COMBUSTIBLE EXTERIOR PRIOR TO INSTALLATION OF BRANCHLINES VERIFY ROOF INSULATION THICKNESS AND INSTALLATION 1- OVERHANG NO A/S REQ'D METHOD ADJUST BRANCHLINE ELEVATION ACCORDINGLY. W o NO STORAGE ALLOWED MAXIMUM SPRINKLER DEFLECTOR IS 6" BELOW Z-PURLIN OR INSULATION. oLL — w 03 z o 0 II U Z OVERHEAD PIPING PLAN W - .� a 1/4" = 1 '-O" W 0 ce - a a 4 B 0 B Z O q-17-24 ❑ SCALE /4" = I'-0" ESS/ DRAWN FILE NUMBER 33217 1 \,- SYSTEM L. IICAt~�F WET W ` 1 I I I OCCUPANCY I❑ II STORAGE II I SHEET TITLE ■ I III REVISIONS HANGER SPACING I SPRINKLERS I PIPE SUMMARY CONTINENTAL ATHLETICS SUPPLY u II z � I I NO. DATE DESCRIPTION PIPING PIPE SIZE SYM. TYPE S.I.N. KFACT ORIFICE N.P.T. AREA FINISH TEMP QTY. LOCATION TYPE - U.O.N.- 627 OHIO STREET PIPING PLAN & I I I I I /I\ MATERIAL 3/411 1 " 11/4" 11/z" 2" I2'/z" 3" 0 TYCO EL0-231 B UPRIGHT TY51 51 1 1 .2 - 3/4" STANDARD BRASS 286° I 72 OVERHEAD STEEL A 1 1 I I I /2\ COPPER ° 6 8 8 10 10 10 12 • TYCO TY-FRB PENDENT TY323 5.6 1 /2" 1 /2" QUICK WHITE 200° 2 RISER STEEL GRIDLEY, CALIFORNIA BUILDING SECTION A w 1 1 1 /3\ 73 5.5 6 6.5 7 8 q 10 UNDERGROUND Cg00 PVC ENGINEERED FIRE SYSTEMS, INC. SHEET NUMBER lv I /4\ CPVC , ❑o° 5 5.5 6.5 7.5 18.5 q.5 11832 TAMMY WAY Z 01 /5\ 120° 4.5 5 5.5 6 17.5 8.5 RA VALLEY, A 4 FP5 A 4D CH D STEEL - 12 12 15 15 15 15 GRASSC 959 9 PHONE: (530) 274-9400 • engineeredfiresystems.com • FAX: (530) 274-9488 5 OF 5 SHEETS /7\ THREADABLE TH I N WALL - 12 12 12 12 12 12 TOTAL REQUIRED SPRINKLERS IN THIS DRAWING SET 74 - ■ 8 1 7 1 6 1 5 ? 4 1 3 1 2 1 1