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HomeMy WebLinkAboutB16-1781 000-000-000SHEET INDEX FP -1 COVER, NOTES, FP -2 FIRE SPRINKLER PIPING, HYDRAULIC CALCULATION INFO. FP -3 SECTIONS, DETAILS SCOPE OF WORK 1. FOOTHILL FIRE PROTECTION TO ADD SPRINKLERS TO (E) PARTS SHED EXPANSION. 2. FOOTHILL FIRE PROTECTION TO PROVIDE SPRINKLERS FOR NEW THAWING COVER PER NFPA 13. GENERAL NOTES 1. DESIGN, INSTALLATION AND MATERIALS PER NFPA 13 (2013) 2. -REMOTE AREA #1 IS FOR ORDINARY HAZARD GROUP II -.2/1500 - REMOTE AREA #2 IS FOR ORDINARY HAZARD GROUP II -.2/1500 2. ALL MATERIALS TO BE UL LISTED AND/OR FM APPROVED. 3. ALL PIPING TO BE EDDYFLOW TYP. UNO. 4. ALL FITTINGS FOR EDDYFLOW PIPE SHALL BE GROOVED END FITTINGS, RISER FLANGES AND TO BE WELDED. 5. ALL NEW PIPING TO BE PROPERLY FLUSHED AND TESTED. 6. ALL MONITORING AND SUPERVISION IS TO BE DONE BY OTHERS. 7. ALL ARM -OVERS OVER 2'-0' IN LENGTH TO BE HUNG. 8. DEFLECTOR DISTANCE TO BE 1" - 12" BELOW BOTTOM OF DECK IN AREAS WITH SSU SPRINKLERS. 9. INSTALLATION OF THE SPRINKLER SYSTEM SHALL NOT BEGIN UNTIL COMPLETE PLANS AND SPECIFICATIONS HAVE BEEN APPROVED BY THE AUTHORITY HAVING JURISDICTION. 10. AT VARIOUS STAGES AND UPON COMPLETION, THE SYSTEM MUST BE Q TESTED IN THE PRESENCE OF THE ENFORCING AGENCY. 1 SMUCKERS PARTS STORAGE ► . ' . •' •` SEISMIC BRACING NOTES 1. SEISMIC BRACING SHALL BE IN ACCORDANCE WITH NFPA 13 (2013) 2. ALL PIPING USED FOR BRACING SHALL BE SCHED-40 PIPE 3. LATERAL SWAY BRACING SHALL BE PROVIDED ON ALL FEED AND CROSS MAINS REGARDLESS OF SIZE AND ALL BRANCH LINES 2Y2" AND LARGER 4. THE DISTANCE BETWEEN THE LAST LATERAL BRACH AND THE END OF PIPE SHALL NOT EXCEED 610" 5. A 4 -WAY BRACE SHALL BE PROVIDED ON ALL RISERS EXCEEDING 310" 6. LATERAL BRACES SHALL BE ALLOWED TO ACT AS LONGITUDINAL BRACES IF THEY ARE WITHIN 24 INCHES OF THE CENTER LINE OF THE PIPING BRACED LONGITUDINALLY FOR LINES 2 Y2" AND LARGER. 7. WHERE FLEXIBLE COUPLINGS ARE INSTALLED ON MAINS OTHER THAN AS REQUIRED IN 9.3.21 A LATERAL BRACE SHALL BE PROVIDED WITHIN 24 INCHES OF EVERY OTHER COUPLING, BUT NOT MORE THAN 40'-0" ON CENTER 8. LONGITUDINAL BRACING SHALL BE PROVIDED ON ALL FEED AND CROSS MAINS 9. LONGITUDINAL BRACES SHALL BE ALLOWED TO ACT AS LATERAL BRACES IF THEY ARE WITHIN 24 INCHES OF THE CENTER LINE OF THE PIPING BRACED LATERALLY FOR LINES 2 Y2" AND LARGER. 10. CLEARAN;E SHALL BE PROVIDED AROUND ALL PIPING PER NFPA 13,9.3.4 11. BRANCHLI'NE RESTRAINTS SHALL NOT BE REQUIRED WHERE PIPES ARE INDIVIDUALLY SUPPORTED BY RODS NOT EXCEEDING 6" FROM THE TOP OF PIPE TO THE POINT OF ATTACHMENT TO THE BUILDING STRUCTURE 12. SPRIGS EXCEEDING 4'-0" IN LENGTH SHALL BE RESTRAINED AGAINST LATERAL MOVEMENT Al 111 REVIEWE FOR CODE COMPLIANCE By: /�/� Date: This set ofpla shall be kept at the building site for the use by the Field Inspector. ,viewed plans shall not be changed, modified or altered without authorization from the Building and Fire Official. This reviewshall not be construed as an approval to violate any provisions of the Build- ing and Fire Codes and regulations of the Authority Having Jurisdiction. These plans have been reviewed for compliance with the following codes: CBC Y NFPA13 CFC NFPA72 NFPA13D OTHER INTERWEST CONSULTING GROUP PERMIT # S?[��_ 0� BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE���� (t0 T Q F� PR O � < � o 1, frz DEC 0 [1si �':TE 4'yc�ST (;0^4'VUI .TING rROUP - .. iJ UG ®� 375 ADA, M wZ LL Z n SSIFICATION C-16 O LICENSE NO. No E z m #783132 CITY MAIN qTF OF CAL I FO�� UES THIS DRAWING IS PREPARED BY FOOTHILL FIRE PROTECTION FOR ITS EXCLUSIVE USE i SITE PLAN AND IS GUARANTEED ONLY WHEN FOOTHILL 1 Scale: 1/64" = V-0" FIRE PROTECTION IS THE INSTALLING CONTRACTOR. THIS IS NOT TO BE DISTRIBUTED FOR OBTAINING BIDS, ALL RIGHTS RESERVED. FP -1 SPRINKLER LEGEND GENERAL PIPING HYDRAULIC DESIGN INFORMATION WATER SUPPLY INFO. - WATER MAIN p sYM cNr TYPE FINISH TEMP K NPT ORIF MFG. MODEL# Escur slNw CONTRACT NAME REVISIONS AFF -ABOVE FIN.FLR. FOW- FACE OF WALL Cl -CASTIRON RED -REDUCING AREA CODE HAZARD SYSTEM •A2 FLOW: DATE. SMUCKERS -PARTS STORAGE Q UPRIGHT ON A SPRIG FIRE SPRINKLER RISER N FPA STATIC.60 RESIDUAL. 5-5-16 AV -ANGLE VALVE GLB- GLULAMBEAM COJ -CUT ON JOB SCR -SCREW NUMBER TYPE 37 SPEEDWAY CHICO CA UPRIGHT ON A LINE C� , FLOW SWITCH AO ARM OVER GV - GLOBE VALVE CPLG- COUPLING TC - THRD. CPLG. AVE., > REMOTE DENSITY INSIDE HOSE OUTSIDE HOSE AREA PER TEST :SPEEDWAY AVE AND RANCHWOOD CT. NO. DATE REVISION Qo UPRIGHT AND PENDENT OUTLET a ELECTRIC BELL AS AUTO. SPRINKLER HGR-HANGER CTF -CUT TO FIT TF -THRD. FLG. AREA GPM/SQ. FT. ALLOWANCE ALLOWANCE SPRINKLER LOCATION . ELEV. QQ UPRIGHT AND PENDENT DROP -T-STANDARD FDC ASR AUTO. SPRK. RISER JST -JOIST DI -DUCTILE IRON TBE -THRD. BOTH ENDS SQ. FT. PLAN DESCRIPTION :FIRE SPRINKLER PIPING, REFLECTED CEILING PLAN JOB # :7517C 1 11-06-16 PLAN REVIEW COMMENTS BOB BOT. OF BEAM LVL -LEVEL FLG -FLANGE THRD-THREAD SOURCE 0 UPRIGHT W/ HIGH TEMP HD -T-POST INDICATOR : FM GLOBAL 2 0 PENDENT W/ SEMI -RECESSED TRIM BOD BOT. OF DECK (N) -NEW GC GRV. CPLG. TOE -THRD. ONE END TOTAL SYSTEM of -$- KEY GATE BOJ BOT. OF JOIST NIC - NOT IN CONTRACT GRC - GRV. RED. CPLG. TOL - THRD. OUTLET REQUIREMENTS PSI GPM @SOURCE W/ PSI AVAILABLE NFO. DATE:7-27-16 SCALE: NOTED DESIGN:AM CHK:CK SHEET # :1 TOTAL SHEETS FOR PROJECT:3 3 0 PENDENT W/ 401 TRIM '4' FIRE HYDRANT CHKVA - CHECK VALVE NTS - NOT TO SCALE GRV -GROOVE TRC - THRD. TED. CPLG. Q DRY PENDENT A& THRUST BLOCK COE - CHANGE OF ELEVATION PI - POST INDICATOR GBE - GRV. BOTH ENDS T&G - THRD. & GRV. HYDRAULIC DESIGN INFORMATION HYDRAULIC DESIGN INFORMATION 4 0 PENDENT W/ HIGH TEMP HD E - EXISTING PIV - POST INDICATOR VALVE GOE - GRV. ONE END WF - WLD. FLG. �- 2 -WAY E.Q.B. () AREA SYSTEM AREA SYSTEM v4• = V -D" 5 lO PENDENT W/ CONCEALED TRIM EQB - EARTHQUAKE BRACE SLP -SLOPE GOL - GRV. OUTLET WLD - WELD NUMBER CODE N FPA HAZARD TYPE NUMBER CODENFPA FPA HAZARD 4 -WAY E.Q.B FDC -FIRE DEPT. CONN. SP -STANDPIPE MI -MALLEABLE IRON TYPE 100THILLDESIGN -INSTALLATION -INSPECTION -REPAIR D HORIZONTAL SIDEWALL PAGE TOTAL = ### PROJECT TOTAL = 42 0 1' 2' 3' 4' .. 6 REMOTE REMOTE 170 ERMA CT. - CHICO, CA 95928 Ing'=,�_o• 7 �-PIPE ELEV. CHANGE # FHC - FIRE HOSE CAB. STB -STEEL BEAM MJ - MECH. JOINT DENSITY INSIDE HOSE OUTSIDE HOSE AREA PER DENSITY INSIDE HOSE OUTSIDE HOSE AREA PER • c O CALCULATION NODE FHR FIRE HOSE RACK UNO-UNLESS NOTED NF - NO FITTING AREA GPM/SQ. FT. ALLOWANCE ALLOWANCE SPRINKLER AREA GPM/SQ. FT. ALLOWANCE ALLOWANCE SPRINKLER CONTRACT : NVBS FIRE DEPT. ; BUTTE COUNTY FIRE PROTECTION 530) 826-3013 FAX (530) 893-3013 -I CAP So. FT. SQ. FT. -744# PIPE HANGERS FOB - FACE OF BLOCK OTHERWISE N&C - NIPPLE & CAP ADDRESS :30 Seville Ct. ADDRESS:-- INC.. CONT. LIC. NO. 783132 C-16 0 1' 2' 3' 4' S' 6' 7' B' 9' 10' 8 -tl-- COUPLING FOC - FACE OF CONC. WMG• WATER MOTOR GONG PE - PLAIN END TOTAL SYSTEM TOTAL SYSTEM O.S.&Y. VALVE FOS - FACE OF STUD PLG -PLUG REQUIREMENTS PSI GPM SOURCE w/ PSI AVAILABLE REQUIREMENTS PSI GPM @ SOURCE w/ PSI AVAILABLE PHONE# :530.345.7296 INSP. I PHONE# 9 FIRE SPRINKLER NOTES 1. MAX. SPRINKLER SPACING FOR STANDARD SPRAY COMMERCIAL SPRINKLERS IS 15'-0" O C 2. MAX SPRINKLER PROTECTION AREA FOR ORDINARY HAZARD, OBSTRUCTED CONSTRUCTION IS 130 FT 3. FOOTHILL FIRE TO REMOVE (E) 2" MAIN AND INSTALL NEW 4" MAIN STARTING AT MARKED P.O.C. SEE FP -3 4. FOOTHILL FIRE TO CUT IN NEW 6" TEE INTO (E) 6" FLOAT MAIN INSIDE THE DRY -STORAGE WAREHOUSE. THIS IS MARKED FFP P.O.C. ON FP -3 AND WILL PROVIDE WATER TO THE NEW SPRINKLER SYSTEM OVER PROPOSED OVERHANG. 1 . DEFLECTOR TO BE WITHIN 1 "-12" B.O.D. SEISMIC BRACING NOTES 1. SEISMIC BRACING SHALL BE IN ACCORDANCE WITH NFPA 13 (2013) 2. ALL PIPING USED FOR BRACING SHALL BE SCHED-40 PIPE 3. LATERAL SWAY BRACING SHALL BE PROVIDED ON ALL FEED AND CROSS MAINS REGARDLESS OF SIZE AND ALL BRANCH LINES 2Y2" AND LARGER 4. THE DISTANCE BETWEEN THE LAST LATERAL BRACH AND THE END OF PIPE SHALL NOT EXCEED 610" 5. A 4 -WAY BRACE SHALL BE PROVIDED ON ALL RISERS EXCEEDING 310" 6. LATERAL BRACES SHALL BE ALLOWED TO ACT AS LONGITUDINAL BRACES IF THEY ARE WITHIN 24 INCHES OF THE CENTER LINE OF THE PIPING BRACED LONGITUDINALLY FOR LINES 2 Y2" AND LARGER. 7. WHERE FLEXIBLE COUPLINGS ARE INSTALLED ON MAINS OTHER THAN AS REQUIRED IN 9.3.21 A LATERAL BRACE SHALL BE PROVIDED WITHIN 24 INCHES OF EVERY OTHER COUPLING, BUT NOT MORE THAN 40'-0" ON CENTER 8. LONGITUDINAL BRACING SHALL BE PROVIDED ON ALL FEED AND CROSS MAINS 9. LONGITUDINAL BRACES SHALL BE ALLOWED TO ACT AS LATERAL BRACES IF THEY ARE WITHIN 24 INCHES OF THE CENTER LINE OF THE PIPING BRACED LATERALLY FOR LINES 2 Y2" AND LARGER. 10. CLEARAN;E SHALL BE PROVIDED AROUND ALL PIPING PER NFPA 13,9.3.4 11. BRANCHLI'NE RESTRAINTS SHALL NOT BE REQUIRED WHERE PIPES ARE INDIVIDUALLY SUPPORTED BY RODS NOT EXCEEDING 6" FROM THE TOP OF PIPE TO THE POINT OF ATTACHMENT TO THE BUILDING STRUCTURE 12. SPRIGS EXCEEDING 4'-0" IN LENGTH SHALL BE RESTRAINED AGAINST LATERAL MOVEMENT Al 111 REVIEWE FOR CODE COMPLIANCE By: /�/� Date: This set ofpla shall be kept at the building site for the use by the Field Inspector. ,viewed plans shall not be changed, modified or altered without authorization from the Building and Fire Official. This reviewshall not be construed as an approval to violate any provisions of the Build- ing and Fire Codes and regulations of the Authority Having Jurisdiction. These plans have been reviewed for compliance with the following codes: CBC Y NFPA13 CFC NFPA72 NFPA13D OTHER INTERWEST CONSULTING GROUP PERMIT # S?[��_ 0� BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE���� (t0 T Q F� PR O � < � o 1, frz DEC 0 [1si �':TE 4'yc�ST (;0^4'VUI .TING rROUP - .. iJ UG ®� 375 ADA, M wZ LL Z n SSIFICATION C-16 O LICENSE NO. No E z m #783132 CITY MAIN qTF OF CAL I FO�� UES THIS DRAWING IS PREPARED BY FOOTHILL FIRE PROTECTION FOR ITS EXCLUSIVE USE i SITE PLAN AND IS GUARANTEED ONLY WHEN FOOTHILL 1 Scale: 1/64" = V-0" FIRE PROTECTION IS THE INSTALLING CONTRACTOR. THIS IS NOT TO BE DISTRIBUTED FOR OBTAINING BIDS, ALL RIGHTS RESERVED. FP -1 SPRINKLER LEGEND GENERAL PIPING HYDRAULIC DESIGN INFORMATION WATER SUPPLY INFO. - WATER MAIN p sYM cNr TYPE FINISH TEMP K NPT ORIF MFG. MODEL# Escur slNw CONTRACT NAME REVISIONS AFF -ABOVE FIN.FLR. FOW- FACE OF WALL Cl -CASTIRON RED -REDUCING AREA CODE HAZARD SYSTEM •A2 FLOW: DATE. SMUCKERS -PARTS STORAGE Q UPRIGHT ON A SPRIG FIRE SPRINKLER RISER N FPA STATIC.60 RESIDUAL. 5-5-16 AV -ANGLE VALVE GLB- GLULAMBEAM COJ -CUT ON JOB SCR -SCREW NUMBER TYPE 37 SPEEDWAY CHICO CA UPRIGHT ON A LINE C� , FLOW SWITCH AO ARM OVER GV - GLOBE VALVE CPLG- COUPLING TC - THRD. CPLG. AVE., > REMOTE DENSITY INSIDE HOSE OUTSIDE HOSE AREA PER TEST :SPEEDWAY AVE AND RANCHWOOD CT. NO. DATE REVISION Qo UPRIGHT AND PENDENT OUTLET a ELECTRIC BELL AS AUTO. SPRINKLER HGR-HANGER CTF -CUT TO FIT TF -THRD. FLG. AREA GPM/SQ. FT. ALLOWANCE ALLOWANCE SPRINKLER LOCATION . ELEV. QQ UPRIGHT AND PENDENT DROP -T-STANDARD FDC ASR AUTO. SPRK. RISER JST -JOIST DI -DUCTILE IRON TBE -THRD. BOTH ENDS SQ. FT. PLAN DESCRIPTION :FIRE SPRINKLER PIPING, REFLECTED CEILING PLAN JOB # :7517C 1 11-06-16 PLAN REVIEW COMMENTS BOB BOT. OF BEAM LVL -LEVEL FLG -FLANGE THRD-THREAD SOURCE 0 UPRIGHT W/ HIGH TEMP HD -T-POST INDICATOR : FM GLOBAL 2 0 PENDENT W/ SEMI -RECESSED TRIM BOD BOT. OF DECK (N) -NEW GC GRV. CPLG. TOE -THRD. ONE END TOTAL SYSTEM of -$- KEY GATE BOJ BOT. OF JOIST NIC - NOT IN CONTRACT GRC - GRV. RED. CPLG. TOL - THRD. OUTLET REQUIREMENTS PSI GPM @SOURCE W/ PSI AVAILABLE NFO. DATE:7-27-16 SCALE: NOTED DESIGN:AM CHK:CK SHEET # :1 TOTAL SHEETS FOR PROJECT:3 3 0 PENDENT W/ 401 TRIM '4' FIRE HYDRANT CHKVA - CHECK VALVE NTS - NOT TO SCALE GRV -GROOVE TRC - THRD. TED. CPLG. Q DRY PENDENT A& THRUST BLOCK COE - CHANGE OF ELEVATION PI - POST INDICATOR GBE - GRV. BOTH ENDS T&G - THRD. & GRV. HYDRAULIC DESIGN INFORMATION HYDRAULIC DESIGN INFORMATION 4 0 PENDENT W/ HIGH TEMP HD E - EXISTING PIV - POST INDICATOR VALVE GOE - GRV. ONE END WF - WLD. FLG. �- 2 -WAY E.Q.B. () AREA SYSTEM AREA SYSTEM v4• = V -D" 5 lO PENDENT W/ CONCEALED TRIM EQB - EARTHQUAKE BRACE SLP -SLOPE GOL - GRV. OUTLET WLD - WELD NUMBER CODE N FPA HAZARD TYPE NUMBER CODENFPA FPA HAZARD 4 -WAY E.Q.B FDC -FIRE DEPT. CONN. SP -STANDPIPE MI -MALLEABLE IRON TYPE 100THILLDESIGN -INSTALLATION -INSPECTION -REPAIR D HORIZONTAL SIDEWALL PAGE TOTAL = ### PROJECT TOTAL = 42 0 1' 2' 3' 4' .. 6 REMOTE REMOTE 170 ERMA CT. - CHICO, CA 95928 Ing'=,�_o• 7 �-PIPE ELEV. CHANGE # FHC - FIRE HOSE CAB. STB -STEEL BEAM MJ - MECH. JOINT DENSITY INSIDE HOSE OUTSIDE HOSE AREA PER DENSITY INSIDE HOSE OUTSIDE HOSE AREA PER • c O CALCULATION NODE FHR FIRE HOSE RACK UNO-UNLESS NOTED NF - NO FITTING AREA GPM/SQ. FT. ALLOWANCE ALLOWANCE SPRINKLER AREA GPM/SQ. FT. ALLOWANCE ALLOWANCE SPRINKLER CONTRACT : NVBS FIRE DEPT. ; BUTTE COUNTY FIRE PROTECTION 530) 826-3013 FAX (530) 893-3013 -I CAP So. FT. SQ. FT. -744# PIPE HANGERS FOB - FACE OF BLOCK OTHERWISE N&C - NIPPLE & CAP ADDRESS :30 Seville Ct. ADDRESS:-- INC.. CONT. LIC. NO. 783132 C-16 0 1' 2' 3' 4' S' 6' 7' B' 9' 10' 8 -tl-- COUPLING FOC - FACE OF CONC. WMG• WATER MOTOR GONG PE - PLAIN END TOTAL SYSTEM TOTAL SYSTEM O.S.&Y. VALVE FOS - FACE OF STUD PLG -PLUG REQUIREMENTS PSI GPM SOURCE w/ PSI AVAILABLE REQUIREMENTS PSI GPM @ SOURCE w/ PSI AVAILABLE PHONE# :530.345.7296 INSP. I PHONE# 9 FP P.O.C. LATERAL SEISMIC LONGITUDINAL w T O W T T T ZONE OF SEISMIC ZONE OF INFLUENCE INFLUENCE a+ I I I � s b O OPROPOSED ADDITION EXISTING CONSTRUCTION 84�O 2 9 2 O ; O O ao� a� mw[rota t 6 6 6 Room $ 6 F' 6 6 6 _ 1 73-10 I I O6 I I I 6' t17 2� 1'µ N Cu Cu N Cu Cu N Cu Cu 169 167 146 169 16 141 ch Q 1,16 0 I I I I i 164 �'O166 146 (E) 6" MAIN ABOVE 0 -6 0 a 0 4 0 a O �� a 3 NEW 4" METRAFLEX (E) FREEZER BOX. ' J .we O A- (� 1 \ ?IP A7 10-0 ?ice .10 '4 /7 I I I N Cu Cu I Cu Cu? N I Cu Cu Cu I ttO ' 21 ° .--1 yO � V I� ° Cu �C 'K" [ 16-0 ° 10 REPLACE (E) 2" MAIN I I I Cu Cu N ftwmm, MR= mt wan o°WITH NEW 4" MAIN I 101 I I I F I I cu I I O I I I I I I 110 I I 106 I I CuCu N I N Aw Cu Cu I Cu N Cu I I I I I I I I Jm Cu Cu Cu B i I 102 - I I I FREEZER I I I I 111 107 R E Area 1- 0.20/1500 SQ FT.O ,O N N N N N N: N Cu' Cu 13 SSP CALCULATED I I I !�� u 8" 14 bAUGE ZPE N@5' DRY STOP GE W REHOU E ON C IN ER. cu I01 N Cut N' 112 109 -lot EEO I L ___ �-� _.. _.__ - .0.10 I I I I I I O B I N, Cu Cu Cu Cu Cu Cu Cu N I I I I I I 5 I I I I I I 115 11s roti F_ 106 °� ON I I pS`Z 1pS 106 I ( I Cu NI N I I o n I I I I I I I N -7w N I Lid L J �I �. �. Cu$ N I N Cu N` I N N N' 162 Z 166 1 168 16Q I 140 pj€ t,� ' 161 + 160 *�' 196 4�+ 197 4a+ IS + 199 x , 2 x , 2 2 2z 22 I I I I I 2 11-0 „ 9- ,L _12'-0 ,Z „� ,11° ,}1, 0-6 ® [ 16-0 ® I I I Cu Cu N I I B I I I I I Cu Cu Ni I N Cu Cu I AN N° N Cu REFRIGERATION I I (� -o• 14'-0"-o• � EQUIPMENT 20 —o COOLER I I N NN; Ocu Cu Cu Cu Cu Cu Cu Cu Cu O A7 I -HYDRAULIC CALCULATIONS - INFORMATION TO BE IMPRINTED ON HYDRAULIC PLACARDS AND ATTACHED TO RISERS. SYSTEM NUMBER: 1 REMOTE AREA NUMBER: 1 OCCUPANCY CLASSIFICATION: ORD. GRP. II DENSITY: 0.20 AREA OF APPLICATION: 1,500 SQ.FT. NUMBER OF HEADS CALCULATED: 13 SQ.FT. PER HEAD: 130 (MAX.) ORIFICE SIZE: 1/2" SPRINKLER SYSTEM DEMAND: 355 GPM AT 48 PSI SPRINKLER LEGEND HOSE STREAM REQUIRED: 250 GPM PIPING TOTAL WATER REQUIRED: 605 GPM AT 48 PSI WATER SUPPLY INFO. - WATER MAIN TOTAL WATER AVAILABLE: 1800 GPM AT 60 PSI FINISH TEMP K NPT ORIF MFG. MODEL# ESCUT PIPE L (E) PIPE NEW PIPE FIRE SPRINKLER PIPING PLAN Scale: 1/8" = 1'-0" �r w PERMIT#(�;'� tJ 1 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE . � (�' BY4 Cjj�-. REVIEWED FOR CODE COMPLIANCE DEC 12 2016 INTERWEST CONSULTING GROUP THIS DRAWING IS PREPARED BY FOOTHILL FIRE PROTECTION FOR ITS EXCLUSIVE USE AND IS GUARANTEED ONLY WHEN FOOTHILL FIRE PROTECTION IS THE INSTALLING CONTRACTOR. THIS IS NOT TO BE DISTRIBUTED FOR OBTAINING BIDS, ALL RIGHTS RESERVED. FP -2 1/4"= 1'-0" i' 2' 3' 4' S' 1/8" = 1'-0" 0 V 2' 3' 4' 5' 6' T 8- V 10' REVISIONS SPRINKLER LEGEND GENERAL PIPING HYDRAULIC DESIGN INFORMATION WATER SUPPLY INFO. - WATER MAIN SYM CNT TYPE FINISH TEMP K NPT ORIF MFG. MODEL# ESCUT SIN# CONTRACT NAME SMUCKERS -PARTS STORAGE 37 SPEEDWAY AVE. CHICO CA O UPRIGHT ON A SPRIG FIRE SPRINKLER RISER UPRIGHT ON A LINE Q FLOW SWITCH QQ UPRIGHT AND PENDENT OUTLET a ELECTRIC BELL OO UPRIGHT AND PENDENT DROP STANDARD FDC C UPRIGHT W/ HIGH TEMP HD --POST INDICATOR 0 PENDENT W/ SEMI -RECESSED TRIM KEY GATE ® PENDENT W/401 TRIM FIRE HYDRANT Q DRY PENDENT A& THRUST BLOCK O PENDENT W/ HIGH TEMP HD T. 2 -WAY E.Q.B. � PENDENT W/CONCEALED TRIM D HORIZONTAL SIDEWALL + 4 -WAY E.Q.B }PIPE ELEV. CHANGE —1 CAP O CALCULATION NODE -N'- COUPLING PIPE HANGERS X-+ O.S.&Y. VALVE I AFF -ABOVE FIN. FLR. FOW- FACE OF WALL CI - CAST IRON RED -REDUCING AV -ANGLE VALVE GLB-GLULAMBEAM COJ -CUT ON JOB SCR -SCREW AO - ARM OVER GV - GLOBE VALVE CPLG- COUPLING TC - THRD. CPILG. AS -AUTO. SPRINKLER HGR- HANGER CTF -CUT TO FIT TF - THRD. FLG. ASR -AUTO. SPRK. LVL -LEVEL FDLG-FFLANGE IRON THRD-THREAD TRENDS BOB - BOT OF BEAM LVL BOD - BOT. OF DECK (N) - NEW GC - GRV. CPLG. TOE -THRD. ONIE END BOJ - BOT. OF JOIST NIC - NOT IN CONTRACT GRC - GRV. RED. CPLG. TOL - THRD. OUITLET CHKVA - CHECK VALVE NTS - NOT TO SCALE GRV -GROOVE TRC - THRD. TEID. CPLG. COE CHANGE OF ELEVATION PI - POST INDICATOR GBE - GRV. BOTH ENDS T&G - THRD. & GRV. (E) EXISTING PIV -POST INDICATOR VALVE GOE - GRV. ONE END WF - WLD. FLG;. EQB -EARTHQUAKE BRACE SLP -SLOPE GOL -GRV. OUTLET WLD -WELD FDC FIRE DEPT. CONN. SP - STANDPIPE MI - MALLEABLE IRON FHC -FIRE HOSE CAB. STB -STEEL BEAM MJ - MECH. JOINT FHR - FIRE HOSE RACK UNO- UNLESS NOTED NF - NO FITTING FOB - FACE OF BLOCK OTHERWISE N&C - NIPPLE & CAP FOC -FACE OF CONC. WMG• WATER MOTOR GONG PE -PLAIN END FOS - FACE OF STUD PLG - PLUG AREA NUMBER CODE N FPA HAZARD SYSTEM TYPE STATIC:60 RESIDUAL:42 FLOW. 1 800 DATE :5-5-16 12 SSU BRASS 200° 8.0 TYCO TY -FRB N/A TY4131 REMOTE AREA SQ. FT. DENSITY GPM/SO. FT. INSIDE HOSE ALLOWANCE OUTSIDE HOSE ALLOWANCE AREA PER SPRINKLER TEST ;SPEEDWAY AVE AND RANCHWO'OD CT. LOCATION ELEV. NO. DATE REVISION PLAN DEscRIPTION :FIRE SPRINKLER PIPING REFLECTED CEILING PLAN 11-06-16 PLAN REVIEW COMMENTS TOTALSYSTEM REQUIREMENTS PSI GPM @ SOURCE W/ PSI AVAILABLE SOURCE OF:FM GLOBAL NFO. :7-27-16 SCALE :NOTED DESIGN:AM CHK:CK SHEET # :2 roe# :7517C TOTAL SHEETS FOR PROJECT:3 2 —DAT 3 HYDRAULIC DESIGN INFORMATION HYDRAULIC DESIGN INFORMATION DESIGN -INSTALLATION -INSPECTION -REPAIR THILL0 • 170 ERMA CT. - CHICO, CA 95928 (530) 826-3013 FAX (530) 893-3013 FIl\1J PROTECTION, INC. CONT. LIC. NO. 783132 C-16 4 AREA NUMBER CODE N FPA HAZARD SYSTEM TYPE AREA NUMBER ..ENFPA HAZARD SYSTEM TYPE 5 PAGE TOTAL = 12 PROJECT TOTAL = 42 6 REMOTE AREA SQ. Fr. DENSITY GPM/SQ. FT. INSIDE HOSE ALLOWANCE OUTSIDE HOSE ALLOWANCE AREA PER SPRINKLER REMOTE AREA SQ. FT. F1__z11-IT FT. INSIDE HOSE ALLOWANCE OUTSIDE HOSE ALLOWANCE AREA PER SPRINKLER CONTRACT : NVBS FIRE DEPT. :BUTTE COUNTY 7 8 TOTAL SYSTEM REQUIREMENTS PSI GPM@ SOURCE wl PSI AVAILABLE TOTAL SYSTEM REQUIREMENTS PSI GPM@ SOURCE w/ PSI AVAILABLE ADDRESS : 30 Seville Ct. ADDRESS : -- PHONE# :530.345.7296 INSP. PHONE# :-- 9 ❑0 I N I M�NEW 8" DRY FIRE U) .H SPRINKLER RISER 01 UB 6--WILKINS 375ADA N W/ FDC -I CO _CITY MAIN SPEEDWAY AVE, SITE PLAN ------------------- OVERHANG ------------------ OVERHANG I DRY SYSTEM i i I I I i I i ------------------j SECTION VIEW Scale: 1/8" = V-0" Cl -CAST IRON COJ - CUT ON JOB CPLG- COUPLING CTF - CUT TO FIT DI - DUCTILE IRON FLG -FLANGE GC - GRV. CPLG. GRC - GRV. RED. CPLG. GRV-GROOVE GBE - GRV. BOTH ENDS GOE - GRV. ONE END GOL - GRV. OUTLET MI - MALLEABLE IRON MJ - MECH. JOINT NF - NO FITTING N&C - NIPPLE & CAP PE - PLAIN END PLG -PLUG A Scale: 1/32" = 1'-0" SEISMIC BRACING CALCULATI❑NS GENERAL SPRINKLER LEGEND -ABOVE FIN. FLR. FOW- FACE OF WALL REVISIONS - ANGLE VALVE GLB - GLULAM BEAM AO ARM OVER Q UPRIGHT ON A SPRIG (Z FIRE SPRINKLER RISER AUTO. SPRINKLER HGR-HANGER UPRIGHT ON A LINE Ca FLOW SWITCH NO. DATE REVISION @ UPRIGHT AND PENDENT OUTLET ELECTRIC BELL 1 7-1-16 PLAN REVIEW COMMENTS @ UPRIGHT AND PENDENT DROP STANDARD FDC BOT. OF JOIST NIC - NOT IN CONTRACT 0 UPRIGHT GH TEMP HD -POSTINDICATOR 2 10-12-16 PLAN REVIEW COMMENTS OPEN ENTW//SEMI-R C ESSEDTRIM 4 - KEY GATE 3 PIV - POST INDICATOR VALVE ® PENDENT W/ 401 TRIM - '�' FIRE HYDRANT SLP - SLOPE FDC Q DRY PENDENT AM THRUST BLOCK 4 - FIRE HOSE CAB. 0 PENDENT W/ H;GH TEMP HD �. 2 -WAY E.Q.B. 5 UNO- UNLESS NOTED PENDENT W/ CONCEALED TRIM - FACE OF BLOCK OTHERWISE FOC - FACE OF CONC. D HORIZONTAL SIDEWALL FOS +� 4 -WAY E.Q.B 6 TOTAL # FT. -PIPE ELEV. CHANGE !, #) CALCULATION NODE 7 TYPE $ TOTAL # FT. -I CAP -I- COUPLING -7z-0 PIPE HANGERS g SCHED-10 X -H O.S.&Y. VALVE 30 Scale: 1/8" = V-0" Cl -CAST IRON COJ - CUT ON JOB CPLG- COUPLING CTF - CUT TO FIT DI - DUCTILE IRON FLG -FLANGE GC - GRV. CPLG. GRC - GRV. RED. CPLG. GRV-GROOVE GBE - GRV. BOTH ENDS GOE - GRV. ONE END GOL - GRV. OUTLET MI - MALLEABLE IRON MJ - MECH. JOINT NF - NO FITTING N&C - NIPPLE & CAP PE - PLAIN END PLG -PLUG A Scale: 1/32" = 1'-0" SEISMIC BRACING CALCULATI❑NS GENERAL AFF -ABOVE FIN. FLR. FOW- FACE OF WALL AV - ANGLE VALVE GLB - GLULAM BEAM AO ARM OVER GV - GLOBE VALVE AS AUTO. SPRINKLER HGR-HANGER ASR -AUTO. SPRK. RISER JST - JOIST BOB BOT. OF BEAM LVL -LEVEL BOD - BOT. OF DECK (N) - NEW BOJ BOT. OF JOIST NIC - NOT IN CONTRACT CHKVA -CHECK VALVE NTS - NOT TO SCALE COE - CHANGE OF ELEVATION PI -POST INDICATOR (E) - EXISTING PIV - POST INDICATOR VALVE EQB - EARTHQUAKE BRACE SLP - SLOPE FDC - FIRE DEPT. CONN. SP - STANDPIPE FHC - FIRE HOSE CAB. STB -STEEL BEAM FHR - FIRE HOSE RACK UNO- UNLESS NOTED FOB - FACE OF BLOCK OTHERWISE FOC - FACE OF CONC. WMG WATER MOTOR GONG FOS - FACE OF STUD LENGTH (FT.) Scale: 1/8" = V-0" Cl -CAST IRON COJ - CUT ON JOB CPLG- COUPLING CTF - CUT TO FIT DI - DUCTILE IRON FLG -FLANGE GC - GRV. CPLG. GRC - GRV. RED. CPLG. GRV-GROOVE GBE - GRV. BOTH ENDS GOE - GRV. ONE END GOL - GRV. OUTLET MI - MALLEABLE IRON MJ - MECH. JOINT NF - NO FITTING N&C - NIPPLE & CAP PE - PLAIN END PLG -PLUG A Scale: 1/32" = 1'-0" SEISMIC BRACING CALCULATI❑NS NFPA 13 (2013) PROJECT, SMUCKERS LOADING DOCK PROJECT, SMUCKERS LOADING DOCK CONTRACTOR, FOOTHILL FIRE PROTECTION INC, 4 -WAY ATTACHMENT AT STEEL BEAM ADDRESS: 170 ERMA CT. ADDRESS, 37 SPEEDWAY AVE., CHICO, CA CHICO, CA. 95928 SHEET, 3 OF 3 DATE, 5-5-16 TELEPHONE, (530) 826-3013 SHEET, 1 OF 3 DATE, 5-5-16 FAX, (530) 893-3013 BRACE INF❑RMATI❑N SEISMIC BRACE ATTACHMENTS LENGTH OF BRACE: 7' MAX STRUCTURAL ATTACHMENT FITTING, DIAMETER OF BRACE, 1" MAKE, TOLCO MODEL, 980 1„ DIAMETER OF BRACE, LISTED LOAD RATING- 2015 ADJUSTED LOAD RATING, 2015 SCHD. 40 PIPE LISTED LOAD RATING, 1320 ADJUSTED LOAD RATING, 933 TYPE OF BRACE, PIPE ATTACHMENT FITTING, ANGLE OF BRACE: 30'-90' MAKE, TOLCO M❑DELI 1001 LEAST RADIUS OF GYRATI❑N: 0.42 LISTED LOAD RATING, 890 L/R VALUE, 200, MAX. SEISMIC BRACE ASSEMBLY DETAIL MAX. HORIZONTAL LOAD, 680 lbs. ■SEE DETAIL ON FP -1>« SEISMIC BRACE ASSEMBLY DETAIL MAX. HORIZONTAL LOAD, 850 lbs. ORIENTATION OF CONNECTING SURFACE: D -F wSEE DETAIL ON FP -1W LATERAL FOR 2-1/2' FASTENER INF❑RMATI❑N ORIENTATION OF CONNECTING SURFACE: A -C FASTENER: 4 -WAY FOR 8' TYPE, THROUGH BOLT BRACE IDENTIFICATION NO. B1 DIAMETER: 1/2" C TO BE USED ON PLANS ) MAX LOAD, 1450 LBS. BRACE IDENTIFICATION NO. A LENGTH: 1' ( TO BE USED ON PLANS) MAX LOAD, 1600 x LATERAL BRACE LONGITUDINAL BRACE TYPE LENGTH (FT.) TOTAL # FT. SEISMIC BRACE ATTACHEMNTS SPRINKLER SYSTEM LOAD CALCULATION (Fpw = CpWp) DIA TYPE LENGTH (FT.) TOTAL # FT. WEIGHT PER FT. (LBS) TOTAL WEIGHT(LBS) 8' SCHED-10 SUB -TOTAL 127.500 30 40.100 1203.000 5 Total (Fpw) 73.312 LBS. (TOTAL WEIGHTxCp) TOLCO "LA PBS aur 30 SUB -TOTAL 1203.000 ALLOWANCE FOR FITTINGS AND VALVES 1383.450 TOTAL WEIGHT OF WATER FILLED PIPE PLUS 15% 7 Cp= 5 To -tat (Fpw) (TOTAL WEIGHTxCp) 691.725 LBS. SEISMIC BRACING CALCULATI❑NS NFPA 13 (2013) PROJECT, SMUCKERS LOADING DOCK CONTRACTOR, FOOTHILL FIRE PR❑TECTI❑N INC, LATERAL ATTACHMENT AT STEEL BEAM ADDRESS, 170 ERMA CT. ADDRESS, 37 SPEEDWAY AVE., CHICO, CA CHICO, CA. 95928 TELEPHONE, (530) 826-3013 CHICO, CA. 95928 SHEET, 3 OF 3 DATE, 5-5-16 FAX, (530) 893-3013 BRACE INF❑RMATI❑N SEISMIC BRACE ATTACHMENTS 7' MAX STRUCTURAL ATTACHMENT FITTING: LENGTH OF BRACE, MAKE, TOLCO MODEL,- 1001 DIAMETER OF BRACE, 1" MAKE, TOLCO MODEL, 980 SCHD. 40 PIPE LISTED LOAD RATING- 2015 ADJUSTED LOAD RATING, 2015 TYPE OF BRACE, PIPE ATTACHMENT FITTING: ANGLE OF BRACE, 30'-90' MAKE, TOLCO MODEL, 4LA LEAST RADIUS OF GYRATION, 0.42 LISTED LOAD RATING, 2015 ADJUSTED LOAD RATING, 2015 L/R VALUE: 200, MAX LISTED LOAD RATING: 890 ADJUSTED LOAD RATING, 770 L/R VALUE, 200, MAX. SEISMIC BRACE ASSEMBLY DETAIL MAX. HORIZONTAL LOAD, 680 lbs. ■SEE DETAIL ON FP -1>« SEISMIC BRACE ASSEMBLY DETAIL FASTENER INF❑RMATI❑N ORIENTATION OF CONNECTING SURFACE: D -F FASTENER: LATERAL FOR 2-1/2' TYPE, THROUGH BOLT ORIENTATION OF CONNECTING SURFACE: G -I DIAMETER, 1/2" LATERAL FOR 8' TYPE: THROUGH BOLT BRACE IDENTIFICATION NO. B1 LENGTH, 1" C TO BE USED ON PLANS ) MAX LOAD, 1450 LBS. M LATERAL BRACE LONGITUDINAL BRACE LENGTH, 1° C TO BE USED ON PLANS ) SEISMIC BRACE ATTACHEMNTS SPRINKLER SYSTEM LOAD CALCULATION (Fpw = CpWp) DIA TYPE LENGTH (FT.) TOTAL # FT. WEIGHT PER FT. (LBS) TOTAL WEIGHT(LBS) 2 i¢' DYNAFLOW TYPE 25 5.10 127.500 WEIGHT PER FT. (LBS) TOTAL WEIGHT(LBS) 2' EDDYFLOW SUB -TOTAL 127.500 ALLOWANCE FOR FITTINGS AND VALVES 146.625 TOTAL WEIGHT OF WATER FILLED PIPE PLUS 157. Cp= 5 Total (Fpw) 73.312 LBS. (TOTAL WEIGHTxCp) SEISMIC BRACING CALCULATI❑NS NFPA 13 (2 013) RED -REDUCING PROJECT, SMUCKERS LOADING DOCK CONTRACTOR. FOOTHILL FIRE PROTECTION INC, LATERAL ATTACHMENT AT STEEL BEAM ADDRESS, 170 ERMA CT. ADDRESS, 37 SPEEDWAY AVE., CHICO, CA CHICO, CA. 95928 3/8' SAMMY SCREW SIDEWINDER SWDR-1 TELEPHONE, (530) 826-3013 SHEET, 2 OF 3 DATE, 5-5-16 FAX, (530) 893-3013 BRACE INF❑RMATI❑N SEISMIC BRACE ATTACHMENTS LENGTH OF BRACE: 7' MAX STRUCTURAL ATTACHMENT FITTING, -3/8' ALL THREAD ROD BACKING NUT MAKE, TOLCO MODEL, 980 10 DIAMETER OF BRACE, 1/2' ALL THREAD RODRETAII�� SCHD. 40 PIPE LISTED LOAD RATING, 1320 ADJUSTED LOAD RATING: 1142 TYPE OF BRACE, PIPE ATTACHMENT FITTING, ANGLE OF BRACE, 60'-90' MAKE, TOLCO MODEL, 1001 LEAST RADIUS OF GYRATION, 0.42 LISTED LOAD RATING: 890 ADJUSTED LOAD RATING, 770 L/R VALUE, 200, MAX. a �_ 1/2' ALL THREAD ROD ALL THREAD ROD Y SEISMIC BRACE ASSEMBLY DETAIL MAX. HORIZONTAL L❑AD, 850 lbs. ■SEE DETAIL ON FP -1x INSEE DETAIL ON FP -1W FASTENER INF❑RMATI❑N FASTENER INF❑RMATI❑N ORIENTATION OF CONNECTING SURFACE: G -I FASTENER, LATERAL FOR 8' TYPE: THROUGH BOLT DIAMETER, 1/2" DIAMETER: 1/2A 30• to Mo �AT BRACE IDENTIFICATION NO. C BRACE IDENTIFICATI❑N NO. B LENGTH, 1° C TO BE USED ON PLANS ) MAX LOAD, 1300 LATERAL BRACE LONGITUDINAL BRACE BIDS, ALL RIGHTS RESERVED. FP -1 SEISMIC BRACE ATTACHEMNTS SEISMIC BRACE ATTACHEMNTS SPRINKLER SYSTEM LOAD CALCULATION (Fpw = CpWp) DIA TYPE LENGTH (FT.) TOTAL # FT. WEIGHT PER FT. (LBS) TOTAL WEIGHT(LBS) 2' EDDYFLOW 60 140 4.2 588.000 8' SCHED-10 TOLCO "LA PBS aur 30 40.150 1204.500 2770.350 TOTAL WEIGHT OF WATER FILLED PIPE PLUS 15% I SHEET# ITOTAI 7 SUB -TOTAL 1792.500 ALLOWANCE FOR FITTINGS AND VALVES 2061.375 TOTAL WEIGHT OF WATER FILLED PIPE PLUS 15% 1 ATERAL EARTHQUAKE BRACE Cp= ,5 Total (Fpw) (TOT AL WEIGHTxCp) 1030.688 LBS. GENERAL NOTES SEISMIC BRACING CALCULATI❑NS NFPA 13 (2 013) RED -REDUCING PROJECT, SMUCKERS LOADING DOCK CONTRACTOR, FOOTHILL FIRE PROTECTION INC, LATERAL ATTACHMENT AT STEEL BEAM ADDRESS, 170 ERMA CT. ADDRESS: 37 SPEEDWAY AVE., CHICO, CA CHICO, CA. 95928 3/8' SAMMY SCREW SIDEWINDER SWDR-1 TELEPHONE, (530) 826-3013 SHEET, 3 OF 3 DATE, 5-5-16 FAX, (530) 893-3013 BRACE INF❑RMATI❑N SEISMIC BRACE ATTACHMENTS LENGTH OF BRACE, 7' MAX STRUCTURAL ATTACHMENT FITTINGI -3/8' ALL THREAD ROD BACKING NUT MAKE, TOLCO MODEL, 980 1„ DIAMETER OF BRACE, 1/2' ALL THREAD RODRETAII�� SCHD. 40 PIPE LISTED LOAD RATING, 1320 ADJUSTED LOAD RATING, 660 TYPE OF BRACE, PIPE ATTACHMENT FITTINGI ANGLE OF BRACE, 30'-90' MAKE, TOLCO MODEL, 4LA LEAST RADIUS OF GYRATION: 0.42 LISTED LOAD RATING, 1320 ADJUSTED LOAD RATING: 660 L/R VALUE, ZOO, MAX. a �_ 1/2' ALL THREAD ROD ALL THREAD ROD Y SEISMIC BRACE ASSEMBLY DETAIL MAX. HORIZONTAL LOAD, 680 lbs. ■SEE DETAIL ON FP -1x / HANGER #1 - TOLCO FIG. 51 FOR 6-8' PIPE "Z" FASTENER INF❑RMATI❑N ORIENTATION OF CONNECTING SURFACE, D -F FASTENER: LONGITUDINAL FOR 8' TYPE, THROUGH BOLT TOTAL SYSTEM DIAMETER, 1/2" 30• to Mo �AT BRACE IDENTIFICATION NO. C LENGTH, 1" C TO BE USED ON PLANS ) MAX LOAD, 1450 LBS. LATERAL BRACE LONGITUDINAL BRACE BRACE PIPE BIDS, ALL RIGHTS RESERVED. FP -1 SEISMIC BRACE ATTACHEMNTS SPRINKLER SYSTEM LOAD CALCULATION (Fpw = CpWp) DIA TYPE LENGTH (FT.) TOTAL # FT. WEIGHT PER FT. (LBS) TOTAL WEIGHT(LBS) 8' SCHED-10 60 40.150 2409.000 JOB # :7517C TOLCO "LA PBS aur SUB -TOTAL 2409.000 ALLOWANCE FOR FITTINGS AND VALVES 2770.350 TOTAL WEIGHT OF WATER FILLED PIPE PLUS 15% I SHEET# ITOTAI Cp=5 A Total (Fpw) (TOTAL WEIGHTxCp) 1385.175 LBS. 1. DESIGN, INSTALLATION AND MATERIALS PER FM GLOBAL 2-0 AND AND AUTHORITIES HAVING JURISDICTION. 2. IN DRY PIPE SYSTEM, BRANCH LINES SHALL BE PITCHED AT LEAST 1/2" PER 1OFT. MAINS SHALL BE PITCHED AT LEAST 1/4" PER 1OFT. IN NON REFRIGERATED AREAS. 3. ALL MATERIAL TO BE UL LISTED AND/OR FM APPROVED. 4. ALL NEW PIPE TO BE 2" - 4" EDDYFLOW. 6" TO BE SCH.10. 1" TO BE EDDYTHREAD UNO. 5. ALL NEW FITTINGS TO BE CAST IRON THREADED OR GROOVED. 6. ALL NEW PIPING TO BE PROPERLY FLUSHED AND TESTED. 7. ALL MONITORING AND SUPERVISION IS BY OTHERS. 8. ALL ARMOVERS OVER 2'-0" IN LENGTH TO BE HUNG. 9. DEFLECTOR DISTANCE TO BE V-12" BELOW BOTTOM OF METAL DECKING. 10. PREPARE AND SUBMIT PLANS AND SPECIFICATIONS OF THE SPRINKLER SYSTEM TO THE LOCAL FIRE DEPARTMENT PRIOR TO BEGINNING CONSTRUCTION. 11. INSTALLATION OF THE SPRINKLER SYSTEM SHALL NOT BE STARTED UNTIL COMPLETE PLANS AND SPECIFICATIONS HAVE BEEN APPROVED BY THE LOCAL FIRE DEPARTMENT. 12. AT VARIOUS STAGES AND UPON COMPLETION, THE SYSTEM MUST BE TESTED IN THE PRESENCE OF THE ENFORCING AGENCY. 13. AREA 1 TO ALLOW FOR FUTURE MULTIPLE ROW RACKS PER NFPA 13 FIG. 16.2.1.3.2 (B) 14. TOTAL AREA OF PROTECTION SYSTEM 3 = 8,600 SQ. FT. 15. DRY SYSTEM TO HAVE 76 HEADS AND A VOLUME OF 700 GALLONS 16. DRY SYSTEM TO BE GALVANIZED PIPE. 17. MAXIMUM WATER DELIVERY TIME FOR DRY SYSTEM NOT TO EXCEED 60 SECONDS. 18. BRACH LINE RESTRAINT REQUIRED WHENEVER ANY HANGER ON LINE EXCEEDS 6" IN LENGTH. 19. ROOF CONSTRUCTION TO BE OBSTRUCTED STEEL PURLIN CONSTRUCTION. 20. RISERS TO BE LOCATED INSIDE (E) WAREHOUSE TO PROVIDE PROTECTION FROM FREEZING. PIPING m ve''a'T RED -REDUCING TOLCO FIG. 51 THRD. SD. 16 GAUGE Z-PURLIN 16 GAUGE Z-PURLIN TOLCO FIG. 588 BEAM BRACKET W/ j'XI' THROUGH BOLT _�TOLCO FIG. 51 3/8' SAMMY SCREW SIDEWINDER SWDR-1 E TOE -THIRD. ONE: END X THROUGT -BEAM 7A BRACE FITTING BOLL WITH BACKING NUTH/ -3/8' ALL THREAD ROD BACKING NUT _JA 2 v2• SCHLIO 1/2' ALL THREAD RODRETAII�� CONTRACT : NVBS LOCK HYDRAULIC INFO. PLATE 30'-90' % ADJUSTABLE RING HANGER STRAP NUT RE8'D VIEW A -A OIL -LESS AIR COMPRESSOR GENERAL AIR OL1225200AC ,,,-ADJUSTABLE RING HANGER ® /,.,-ADJUSTABLE a �_ 1/2' ALL THREAD ROD ALL THREAD ROD Y 1/2'X1' BOLT ADJUSTABLE RING ADJUSTABLE RING HANGER / HANGER #1 - TOLCO FIG. 51 FOR 6-8' PIPE "Z" / HANGER SIDEWINDER IDW DER HANGER ATTACHMENT HANGER / ® HANGER #2 -BEAM CLAMP, ROD AND RING ® --SPRINKLER PIPING / PURLIN CONSTRUCTIONO RLINICONSTRUCTION- TOTAL SYSTEM HANGER #3 - SIDEWINDER TRAPEZE HANGER ATTACHMENT 30• to Mo �AT I STEEL BEAM INSTALLATION NTS "Z" PURLIN CONSTRUCTION HANGER DETAILS PIPING m ve''a'T RED -REDUCING AREA TOLCO FIG. M 980 SWIVEL SWAY BRACE FITTING NUMBER TOLCO FIG. 909 SWIVEL SWAY REMOTE AREA sQ.FT. TF - THIRD. FLG. TBE - THIRD. BOTH ENDS THRD-THREAD E TOE -THIRD. ONE: END TOTALSYSTEM -BEAM REQUIR BRACE FITTING H HYD T&G - THIRD. & GRV. WF - WILD. FLG. WLD - WELD AREA NUMBER CONTRACT : NVBS 60'-90' HYDRAULIC INFO. PLATE 30'-90' FIG M 980 30'-90' \ OIL -LESS AIR COMPRESSOR GENERAL AIR OL1225200AC SQ. FT. FLEX COUPLING O ' 1/2'X1' BOLT P 1/2'X1' BOLT AYBRgCESA�TVTEL 1/2'X1' BOLT 1'fW 40 ►TE THIS DRAWING IS PREPARED BY FOOTHILL ADDRESS :30 SEVILLE CT. TOTAL SYSTEM 30• to Mo �AT HALE ATTAC MOI► FIC M 900 NO -THREAD PHONE# :530.345.7296 BRACE PIPE RE TS PSI GPM@ SOURCE wl PSIAVAILABLE BRACE PIPE THIS IS NOT TO BE DISTRIBUTED FOR OBTAINING BRACE PIPE BIDS, ALL RIGHTS RESERVED. FP -1 IN" CONTRACT NAME SMUCKERS LOADING DOCK TY4251 / \X�MILOt RISER "�`�STT CLAMP'C1I FIG. ®1 /TOAST FIG. 1000 FAST CLAMP'® JOB # :7517C TOLCO "LA PBS aur DATE5-12-16 SWAY BRACE ATTACHMENT DESIGN:CR SWAY BRACE ATTACHMENT I SHEET# ITOTAI SHEETS FOR PROJECT:2 A EARTHQUAKE BRACE LATERAL EARTHQUAKE BRACE 1 ATERAL EARTHQUAKE BRACE FIG 4LAPME FOR SWAY BRACE LONGITUDINAL EARTHQUAKE BRACE NOWAY NON -THREADED BRACE PIPE NTS NON -THREADED BRACE PIPE NON -THREADED BRACE PIPE NON -THREADED BRACE PIPE NTS SIESIMIC ATTACHMENT DETAILS - STEEL CONSTRUCTION PIPING HYD RED -REDUCING AREA SCR -SCREW NUMBER TC - THRD. CPLG. REMOTE AREA sQ.FT. TF - THIRD. FLG. TBE - THIRD. BOTH ENDS THRD-THREAD E TOE -THIRD. ONE: END TOTALSYSTEM TOL - THIRD. OUTLET REQUIR TRC - THIRD. TE©. CPLG. H HYD T&G - THIRD. & GRV. WF - WILD. FLG. WLD - WELD AREA NUMBER CONTRACT : NVBS REMOTE HYDRAULIC INFO. PLATE AREA ANCE WANCE SQ. FT. TOTAL SYSTEM CODE IV I-F7k-___ DENSITY GPM/SQ. FT. PSI SIGN INFORMATION CODE DENSITY GPM/SQ. FT. PSI HAZARD INSIDE HOS OUTSIDE HOSE GPM @ SOURCE W/ HAZARD INSIDE H OUTSIDE HOSE GPM Q SOURCE w/ PSI WATER SUPPLY INFO. - WATER MAIN SYM CNT TYPE ,1 Q SYSTEM STATIC :60 RESIDUAL .42 FLOW :1800 DATE :5-5-16 SSU TYPE AREA PER TEST SPRINKLER LOCATION :SPEEDWAY AVE AND RANCHWOOD CT. ELEV. OFURCE : FM GLOBAL 1AVAI.LABLE INFO. FINISH TEMP K NPT ORIF MFG. MODEL# ESCUT BRASS 280' 8.0 J" j" I TYCO I TY -B N/A SYSTEM AREA CODE N VICTAULIC B -FLY CNTRL VLV HAZARm SYSTEM C TYPE NUMBER TEST AND DRAIN VALVE E 10" POTTER ALARM BELL TYPE PAGE TOTAL= PROJECT TOTAL = 81 AREA PER RARE H DENSITY INSIDE HO OUTSIDE HOSE PRV SET @ 175 PSI AREA PER CONTRACT : NVBS SPRINKLER HYDRAULIC INFO. PLATE GPM/SQ. FT. ANCE WANCE SPRINKLER OIL -LESS AIR COMPRESSOR GENERAL AIR OL1225200AC SQ. FT. FLEX COUPLING O 2.8 GALLON AIR STORAGE TANK P PIPE STAND THIS DRAWING IS PREPARED BY FOOTHILL ADDRESS :30 SEVILLE CT. TOTAL SYSTEM AND IS GUARANTEED ONLY WHEN FOOTHILL PHONE# :530.345.7296 ABLE RE TS PSI GPM@ SOURCE wl PSIAVAILABLE WET MANIFOLD O ff-I B1i (Q� TO DRY _ SYSTEM DRY RISER DETAIL .01-1 DRY SYSTEM TO HAVE 76 HEADS AND A VOLUME OF 700 GALLONS FIRE DEPT. :BUTTE COUNTY FIRE DPT. ADDRESS :7 COUNTY CENTER DR. INSP. : MATT DAMON I PHONE# : 530.538.7601 DESIGN - INSTALLATION - INSPECTION - REPAIR 170 ERMA CT. - CHICO, CA 95928 (530) 826-3013 FAX (530) 893-3013 CONT. LIC. NO. 783132 C-16 `1; RISER LEGEND A VICTAULIC B -FLY CNTRL VLV B CHECK VALVE C FLOW SWITCH D TEST AND DRAIN VALVE E 10" POTTER ALARM BELL F 4 -WAY EQB G N/A H 30OPSI GAUGE I PRV SET @ 175 PSI J 6 HD. SPARE BOX K HYDRAULIC INFO. PLATE L VICTAULIC 8" NXT DRY PIPE VALVE SERIES 768 W/ SERIES 746 -LPA DRY ACCELERATOR & SERIES 757 AIR MAINTENANCE DEVICE M OIL -LESS AIR COMPRESSOR GENERAL AIR OL1225200AC N FLEX COUPLING O 2.8 GALLON AIR STORAGE TANK P PIPE STAND FIRE DEPT. :BUTTE COUNTY FIRE DPT. ADDRESS :7 COUNTY CENTER DR. INSP. : MATT DAMON I PHONE# : 530.538.7601 DESIGN - INSTALLATION - INSPECTION - REPAIR 170 ERMA CT. - CHICO, CA 95928 (530) 826-3013 FAX (530) 893-3013 CONT. LIC. NO. 783132 C-16 `1; EVIEWE OQ.R CODE COPA IATCE PEPMIT # - By: Date- 11A 1S/ , _ /`'-1 3UTTE COUThis set a shall be kept at the building site for the use REQE EVELOPMENT SERVICES (t0 T E 2 Ins p .or. viewed plans shall not be changed, modifie WED )y the Field or altered FOR CODE COMPLIANCE out authorization from the Building and Fire Official. This FIRE PRo not be construed as an approval to violate any -viewshall ' the Build- 14k< provisions �TE�� _ p �� F g and Fire Codes and regulations of the Authority Having Irisdiction. CO 0r Z ° z ese plans have been reviewed for compliant with the REC0 s ICATION owing codes: -16 CBC UFPA13 O' 11 2M, I #783 s20 CFC vFPA72 � `P NFPAI3D � OTHER 'AIE�'T I I r, ;OII�, 1NIU OFCAL\FO INTERWEST CONSULTING GROU THIS DRAWING IS PREPARED BY FOOTHILL FIRE PROTECTION FOR ITS EXCLUSIVE USE AND IS GUARANTEED ONLY WHEN FOOTHILL FIRE PROTECTION IS THE INSTALLING CONTRACTOR. THIS IS NOT TO BE DISTRIBUTED FOR OBTAINING BIDS, ALL RIGHTS RESERVED. FP -1 IN" CONTRACT NAME SMUCKERS LOADING DOCK TY4251 37 SPEEDWAY AVE., CHICO, CA PLAN DESCRIPTION :SITE PLAN, SECTION, DETAILS, NOTES JOB # :7517C DATE5-12-16 iSCALE: NOTED DESIGN:CR CHK:AM I SHEET# ITOTAI SHEETS FOR PROJECT:2 FIRE DEPT. :BUTTE COUNTY FIRE DPT. ADDRESS :7 COUNTY CENTER DR. INSP. : MATT DAMON I PHONE# : 530.538.7601 DESIGN - INSTALLATION - INSPECTION - REPAIR 170 ERMA CT. - CHICO, CA 95928 (530) 826-3013 FAX (530) 893-3013 CONT. LIC. NO. 783132 C-16 `1; ►v7 EXISTING OVERHEAD CONVEYOR ®] w w I m1 m E 8" Z-PERLINa0 5' ON CENTER. E Q w I? I H j I H 1_.. 17lS' _ B4"z � 1-6 t;,_r 3 4-6 08 EXISTING OVERHEAD CONVEYOR AREA 1 - 0.2/3,500 38 -SSU CALCULATED 3 r 2!1 3 -GF 11-0 11-0 126 i Opti 122 TIP 102 i pti los Al 1L�_" 12 2 8ip'ti 126 Opti 1106p'ti 106p'L 107p'� 2 2!1 211 2 2 R rA1 0 11-0 -6 0 11-0 [BEAM 129 ip'ti 126p'ti 109 Opti 110 Opti ,?�2. 2!1 .nn-, 2!1 p'� Is2 i p'ti 191 1pti a Opti 114 'p1 2111?-�0 D 11-0 �-6 I I -BEAM 1 1u ,pti '2IF 2-0 _ C.) . �o c F 179 2�. /''� ,j� 169 p1 Et FI&O" (Slip 117 1p1 alp 1 119 p1 120 2 2 "RRtiti// 2 2 2!1 211 2 2 2 2 - 9-11 9-11 �-6 0- 9-11 9-11 9-11 9-11 4-10 7-1 1-4 A C"! r PEAK _ _ PEAK — F 'D i 1 I Ap 'y ti 198 '1 197 1 1 ,goti ti ti apo Io Dip o ,o € r € I 2 2 2 2 211 _ 211 2!1 , 'T, 211 nl1 211 211 �. 4-10 7-11 9-11 9-11 -6 0 9-11 9-11 9-11 9-11 169 ,a 2 2 Opti �� z A 1-4 as Lo -BEAM w Ld j€ 2 2 2111 2!1 2 rr 2 2 2 I ( 4-6 0 11-0 11-0 46 0-6 11-0 I Il- I 1-0 2 1-6 2-0 LATERAL € + Flo w SEISMIC ZONE . w'nD_ o O ( 0 0 OF INFLUENCE + ¢ _ ... NEW AN D EXI ST I N G �2o p'ti p� i p, o� p� i� o I I p� i p'ti �2 W [ 2 2!1 211 2 �a 2 2 1 F-. 1 2 - - rr - 11 0 11 0 -6 02ip 11-0 11-0 11-0 2 WAREHOUSE, SPRINKLERS I 1-64-6 11 0 2-0 UNDER SEPARATE PERMIT I I I I I € � I -BEAM .D p, I I � Opti �1 1pti Opti 1 Opti Opti Opti �i Opti Opti �ip� ��2 ( I € 2 211 2!f 2 211 LA - - 6 0 (t 11-0 11-0 11-0 2 4-6 0 11 0 11 0 ¢ mw w '� 1-6 2-0 2 i�20+ 0+ , 2!f 2112 ri #12A # 2k I03 O� 03 O� O� O 03 03 (� 4-6 11-0 11-0 11-0 -6 01 11-0 11-0 11-0 meaeeaeamawas a mm m 2-0 O CIO �k0 8 ® 88 6 w" "momieo 89-7 17-99€ y R — TOR �- % 6" METRAFLEX FIRELOOP b + — �0+ A Hoa mm" man\m wo m JQ s•_o• ALL DRY SYSTEM PIPING 3--0-j mm wmm NEW 8 DRY FIRE IN DRY PIPE SYSTEM, BRANCH LINES TO BE INTERNALLY XTERIOR MAINS TO BE HUNG LONGITUDINAL SPRINKLER RISER 4 -WAY TO BE WITHIN SHALL BE PITCHED AT LEAST 1/2" PER GALVANIZED OVERHANG 10'-6" EL A.F.F. SEISMIC ZONE OF 6'-0" ON EITHER SIDE 1 OFT. MAINS SHALL BE PITCHED AT ROOF LINE INFLUENCE OF METRA -FLEX LEAST 1/4" PER 1OFT. COUPLING IN DRY PIPE SYSTEM, BRANCH LINES SHALL BE PITCHED AT LEAST 1/2" PER 1 OFT. MAINS SHALL BE PITCHED AT LEAST 1/4" PER 1OFT. WALL LEGEND FULL HEIGHT WALL FULL HEIGHT WALL FIRE SPRINKLER PIPING PLAN Scale: 1/8" = V-0" GROOVED CONNECTION Scale: NTS —n N BRANCH LINES TO BE HUNG @ 12" 4. B.O.D. PERMIT & P! lam BUM, Ct�UNTYDEVELOPMENTSERVICES REVIEWED FOR CODE COMPLIANCE SIZE = 6' Irk A = 42. �?TC�,I d�"a— <<e _Y / r HOSE & B = 46' BRAID PSI = 300 MOVEMENT = 4' FtOTECT/ t, C —HANGER HOLE \� ` FIR PR tic REVIEWED (FOR HORIZONTAL 10 4:0a o � FOR CODE COMPLIANCE INSTALLATION) U SSIFICATION NOV 3 0 20116 C-16 O LICENSE NO. TT #783132 \Q INTERWEST qTF OF CAL 1 FOQ� CONSULTING GROUP THIS DRAWING IS PREPARED BY FOOTHILL FIRE PROTECTION FOR ITS EXCLUSIVE USE AND IS GUARANTEED ONLY WHEN FOOTHILL FIRE PROTECTION IS THE INSTALLING CONTRACTOR. THIS IS NOT TO BE DISTRIBUTED FOR OBTAINING BIDS, ALL RIGHTS RESERVED. FP -2 SPRINKLER LEGEND GENERAL PIPING HYDRAULIC DESIGN INFORMATION WATER SUPPLY INFO. - WATER MAIN SYM CNT TYPE FINISH TEMP I K NPT JORIF MFG. MODEL# ESCUT SIN# CONTRACT NAME SMUCKERS LOADING DOCK RISER REVISIONS AFF ABOVE FIN.FLR. FOW- FACE OF WALL CI -CASTIRON RED-REDUCINIG AREA SYSTEM A ® 81 SSU BRASS 280° 8.0 Tyco TY -B N/A TY4251 Q UPRIGHT ON A SPRIG m FIRE SPRINKLER AV -ANGLE VALVE GLB - GLULAM BEAM COJ - CUT ON JOB SCR - SCREW NUMBER : 1 coDE N FPA 13 HAZARD ORD. GRP. 11 n, WET STATIC ,60 RESIDUAL ,42 FLOW ;1 800 DATE : 5-5-16 37 SPEEDWAY AVE., CH ICO, CA UPRIGHT ON A LINE ID FLOW SWITCH AO - ARM OVER GV - GLOBE VALVE CPLG- COUPLING TC - THRD. CPLG. REMOTE DENSITY INSIDE HOSE OUTSIDE HOSE AREA PER TEST NO. DATE REVISION @ UPRIGHT AND PENDENT OUTLET o ELECTRIC BELL AS -AUTO. SPRINKLER HGR-HANGER CTF -CUT TO FIT TF -THRD. FLG. AREA :3,500 GPM/SO.FT. • 0.2 ALLOWANCE ALLOWANCE : 250 SPRINKLER : 94 LOCATION :SPEEDWAY AVE AND RANCHWOOD CT. ELEV. 1 7-1-16 PLAN REVIEW COMMENTS OO UPRIGHT AND PENDENT DROP -X-STANDARD FDC ASR AUTO. SPRK. RISER JST -JOIST DI - DUCTILE IRON TBE -THRD. BOTH ENDS SO. FT. PLAN DESCRIPTION :FIRE SPRINKLER PIPING LAYOUT JOB # :7517C Q UPRIGHT W/ HIGH TEMP HD POST INDICATOR BOB - BOT. OF BEAM LVL -LEVEL FLG - FLANGE THRD-THREAD SOURCE 2 PENDENT W1 SEMI -RECESSED TRIM 4-- KEY GATE BOD - BOT. OF DECK (N) - NEW GC - GRV. CPLG. TOE - THRD. ONE END TOTAL SYSTEM 45 PSI 1280 GPM @SOURCE W/ 60 PSI AVAILABLE NFO. FM GLOBAL ® PENDENT W/ 401 TRIM BOJ BOT. OF JOIST NIC - NOT IN CONTRACT GRC - GRV. RED. CPLG. TOL - THRD. OUTLET REQUIREMENTS DATE:5-12-16 SCALE :NOTED DESIGN:CR CHK:AM SHEET # :2 TOTAL SHEETS FOR PROJECT:2 3 `9' FIRE HYDRANT CHKVA -CHECK VALVE NTS - NOT TO SCALE GRV -GROOVE TRC - THRD. TED. CPLG. DRY PENDENT AM THRUST BLOCK COE CHANGE OF ELEVATION PI -POST INDICATOR GBE - GRV. BOTH ENDS T&G - THRD. & GRV. HYD DESIGN INFORMATION HYD DESIGN INFORMATION 4 0 PENDENT W/ HIGH TEMP HD E - EXISTING PIV - POST INDICATOR VALVE GOE - GRV. ONE END WF - WILD. FLG. 2 -WAY E.Q.B. () AREA SYSTEM DESIGN -INSTALLATION -INSPECTION -REPAIR AREA SYSTEM 1/4"=1'-0" CODE HAZARD NUMBER CODE HAZAIRD ET WLD -WELD P 5 O PENDENT W/ CONCEALED TRIM EQB -EARTHQUAKE BRACE SLP -SLOPE GOL -GRV. OUTLET NUMBER TYPE TYPE PAGE TOTAL = 81 PROJECT TOTAL = St D HORIZONTAL SIDEWALL + 4 -WAY E.O.B FDC - FIRE DEPT. CONN. SP - STANDPIPE MI - MALLEABLE IRON 0 ,' 2' 3' 4' S' 6 REMOTE REMOTE rFOOTHILL . 170 ERM# CT. - CHICO, CA 95928 -PIPE ELEV. CHANGE FHC - FIRE HOSE CAB. STB - STEEL BEAM MJ - MECH. JOINT AREA DENSITY INSIDER OUTSIDE HOSE AREA PER DENSITY INSIDE HO OUTSIDE HOSE AREA PER O CALCULATION NODE FHR - FIRE HOSE RACK UNO - UNLESS NOTED NF - NO FITTING GPM/SO. FT. ANCE OWANCE SPRINKLER AREA GPM/SOL FT. #NCE OWANCE SPRINKLER CONTRACT : NVBS FIRE DEPT.: BUTTE COUNTY FIRE DPT. (530) 826-3013 FAX (530) 893-3013 7 —1 CAP sQ.FT. SO. FT. FIRE PROTECTION -f-( PIPE HANGERS FOB - FACE OF BLOCK OTHERWISE N&C - NIPPLE & CAP ADDRESS :30 SEVILLE CT. ADDRESS :7 COUNTY CENTER DR. INC. CONT. LIC. NO. 783132 C-16 0 ,' 2' 3' 1' S' 8' T .' a ,a 8 $COUPLING FOC - FACE OF CONC. WMG- WATER MOTOR GONG PE -PLAIN END TOTALSYSTEM TOTAL SYSTEM PSI GPM@ SOURCE w/ PSI AVAILABLE PSI GPM@ SOURCE w/ PSI AVAILABLE PHONE# :530.345.7296 INSP. :MATTDAMON PHONE#:530.538.7601 9 � O.S.&Y. VALVE FOS •FACE OF STUD PLG -PLUG RE rs RE rs SHEET INDEX FP -1 COVER, NOTES, FP -2 FIRE SPRINKLER PIPING, HYDRAULIC CALCULATION INFO. FP -3 SECTIONS, DETAILS SCOPE OF WORK 1. FOOTHILL FIRE PROTECTION TO ADD SPRINKLERS TO (E) PARTS SHED EXPANSION. 2. FOOTHILL FIRE PROTECTION TO PROVIDE SPRINKLERS FOR NEW THAWING COVER PER NFPA 13. II FIRE SPRINKLER NOTES 11 Al SEISMIC BRACING NOTES 1. MAX. SPRINKLER SPACING FOR STANDARD SPRAY COMMERCIAL SPRINKLERS IS � 1. SEISMIC BRACING SHALL BE IN ACCORDANCE WITH NFPA 13 (2013) 15'-0" OC 2. MAX SPRINKLER PROTECTION AREA FOR ORDINARY HAZARD, OBSTRUCTED CONSTRUCTION IS 130 FT 3. FOOTHILL FIRE TO REMOVE (E) 2" MAIN AND INSTALL NEW 4" MAIN STARTING AT MARKED P.O.C. SEE FP -3 4. FOOTHILL FIRE TO CUT IN NEW 6" TEE INTO (E) 6" FLOAT MAIN INSIDE THE DRY -STORAGE WAREHOUSE. THIS IS MARKED FFP P.O.C. ON FP -3 AND WILL PROVIDE WATER TO THE NEW SPRINKLER SYSTEM OVER PROPOSED OVERHANG. 2. ALL PIPING USED FOR BRACING SHALL BE SCHED-40 PIPE 3. LATERAL SWAY BRACING SHALL BE PROVIDED ON ALL FEED AND CROSS MAINS REGARDLESS OF SIZE AND ALL BRANCH LINES 2%2" AND LARGER 4. THE DISTANCE BETWEEN THE LAST LATERAL BRACH AND THE END OF PIPE SHALL NOT EXCEED 61 0" 5. A 4 -WAY BRACE SHALL BE PROVIDED ON ALL RISERS EXCEEDING 3'0" 6. LATERAL BRACES SHALL BE ALLOWED TO ACT AS LONGITUDINAL BRACES IF THEY ARE WITHIN 24 INCHES OF THE CENTER LINE OF THE PIPING BRACED LONGITUDINALLY FOR LINES 2 %2" AND LARGER. 7. WHERE FLEXIBLE COUPLINGS ARE INSTALLED ON MAINS OTHER THAN AS REQUIRED IN 9.3.2, A LATERAL BRACE SHALL BE PROVIDED WITHIN 24 INCHES OF EVERY OTHER COUPLING, BUT NOT MORE THAN 40'-0" ON CENTER 8. LONGITUDINAL BRACING SHALL BE PROVIDED ON ALL FEED AND CROSS MAINS 9. LONGITUDINAL BRACES SHALL BE ALLOWED TO ACT AS LATERAL BRACES IF THEY ARE WITHIN 24 INCHES OF THE CENTER LINE OF THE PIPING BRACED LATERALLY FOR LINES 2 %2' AND LARGER. 10. CLEARANCE SHALL BE PROVIDED AROUND ALL PIPING PER NFPA 13,9.3.4 11. BRANCHLINE RESTRAINTS SHALL NOT BE REQUIRED WHERE PIPES ARE INDIVIDUALLY SUPPORTED BY RODS NOT EXCEEDING 6" FROM THE TOP OF PIPE TO THE POINT OF ATTACHMENT TO THE BUILDING STRUCTURE 12. SPRIGS EXCEEDING 4'-0" IN LENGTH SHALL BE RESTRAINED AGAINST LATERAL MOVEMENT REVIE D FOR CODE COMPLIANCE By: /!< Date: This set o tans shall be kept at the building site for the use by the Field Inspectaf Reviewed plans shall not be changed, modified or altered without authorization from the Building and Fire Official. This review shall not be construed as an approval to violate any provisions of the Build- ing and Fire Codes and regulations of the Authority Having Jurisdiction. These plans have been reviewed for compliance with the following codes: CBC NFPA13 CFC NFPA72 NFPA13D OTHER INTERWEST CONSULTING GROUP D 0 L 01113 11 1 -IN IP71ST C01114IS!,i-TING, GROUP THIS DRAWING IS PREPARED BY FOOTHILL FIRE PROTECTION FOR ITS EXCLUSIVE USE 1 SITE PLAN AND IS GUARANTEED ONLY WHEN FOOTHILL Scale: 1/64" = 1'-0" FIRE PROTECTION IS THE INSTALLING CONTRACTOR. THIS IS NOT TO BE DISTRIBUTED FOR OBTAINING BIDS, ALL RIGHTS RESERVED. FP -1 WATER SUPPLY INFO. -WATER MAIN SYM CNT TYPE FINISH TEMP K NPT ORIF MFG. MODEL# ESCUT SIN SPRINKLER LEGEND GENERAL PIPING HYDRAULIC DESIGN INFORMATION CONTRACT NAME SMUCKERS - THAW COVER REVISIONS AFF ABOVE FIN. FLR. FOW- FACE OF WALL Cl - CAST IRON RED - REDUCING AREA SYSTEM AA nn ��pp UPRIGHT ON A SPRIG FIRE SPRINKLER RISER CODE NFPA HAZARD TYPE STATIC:60 RESIDUAL:•'FL FLOW. 1 ©00 DATE :5-5-1 6 O AV ANGLE VALVE GLB - GLULAM BEAM COJ -CUT ON JOB SCR -SCREW NUMBER 19 UPRIGHT ONALINE CSF FLOW SWITCH AO -ARM OVER GV -GLOBE VALVE CPLG-COUPLING TC-THRD.CP'LG. 37 SPEEDWAY AVE., CHICO, CA ELECTRIC BELL AS AUTO. SPRINKLER HGR- HANGER CTF - CUT TO FIT TF - THRD. FLG. REMOTE DENSITY INSIDE HOSE OUTSIDE HOSE AREA PER TESr ELEV. NO. DATE REVISION UPRIGHT AND PENDENT OUTLET AREA GPM/SO. FT. ALLOWANCE ALLOWANCE SPRINKLER LOCATION :SPEEDWAY AVE AND RANCHWO'OD CT. 1 11-06-16 PLAN REVIEW COMMENTS OUPRIGHTANDPENDENTDROP - -STANDARD FDC ASR-AUTO.SPRK.RISER JST -JOIST DI -DUCTILE IRON TBE-THRD.BO�THENDS SQ. FT. PLAN DESCRIPTION :FIRE SPRINKLER PIPING, REFLECTED CEILING PLAN JOB# :7517C BOB BOT. OF BEAM LVL -LEVEL FLG - FLANGE THRD-THREAD souRCE C UPRIGHT W/ HIGH TEMP HD -�- POST INDICATOR : FM GLOBAL 2 0 PENDENT W/ SEMI -RECESSED TRIM BOD BOT. OF DECK (N) -NEW GC -GRV. CPLG. TOE -THRD. ONE END TOTAL SYSTEM PSI GPM @ SOURCE W/ PSI AVAILABLE OF -$- KEY GATE BOJ BOT. OF JOIST NIC - NOT IN CONTRACT GRC - GRV. RED. CPLG. TOL - THRD. OUTLET REQUIREMENTS DATE :7-27-16 SCALE: NOTED DESIGN:AM CHK:CK SHEET # :1 TOTAL SHEETS FOR PROJECT:3 3 ®PENDENT W/ 401 TRIM -9+ FIRE HYDRANT CHKVA - CHECK VALVE NTS - NOT TO SCALE GRV -GROOVE TRC - THRD. TED. CPLG. *DRY PENDENT An THRUST BLOCK COE CHANGE OF ELEVATION PI -POST INDICATOR GBE - GRV. BOTH ENDS T&G - THRD. & GRV. HYDRAULIC DESIGN INFORMATION HYDRAULIC DESIGN INFORMATION 4 0 PENDENT W/ HIGH TEMP HD E - EXISTING PIV -POST INDICATOR VALVE GOE - GRV. ONE END WF - WLD. FLG. 2 -WAY E.Q.B. ( ) AREA SYSTEM AREA SYSTEM va^ = r -o^ 5 lO PENDENT W/ CONCEALED TRIM EQB EARTHQUAKE BRACE SLP - SLOPE GOL - GRV. OUTLET WLD - WELD NUMBER CODE N FPA HAZARD NUMBER CODE N FPA HAZARD 4 -WAY E.Q.B FDC -FIRE DEPT. CONN. SP -STANDPIPE MI -MALLEABLE IRON TYPE TYPE rf OOTHILLDESIGN -INSTALLATION -INSPECTION -REPAIR 6 D HORIZONTAL SIDEWALL PAGE TOTAL = ##a PROJECT TOTAL = a2 0 1' 2' 3' 4' S' REMOTE REMOTE 170 ERMA CT. - CHICO, CA 95928 ire^ —a—PIPE ELEV. CHANGE FHC - FIRE HOSE CAB. STB - STEEL BEAM MJ - MECH. JOINT DENSITY INSIDE HOSE OUTSIDE HOSE AREA PER DENSITY INSIDE HOSE OUTSIDE HOSE AREA PER 7 O CALCULATION NODE FHR FIRE HOSE RACK UNO- UNLESS NOTED NF - NO FITTING AREA GPM/SQ. FT. ALLOWANCE ALLOWANCE SPRINKLER AREA GPM/SQ. FT. ALLOWANCE ALLOWANCE SPRINKLER CONTRACT : NVBs FIRE DEPT. : BUTTE COUNTY FIRE PROTECTION 530) 826-3013 FAX (530) 893-3013 --3 CAP SQ. Fr. SQ. FT. -�-(� PIPE HANGERS FOB -FACE OF BLOCK OTHERWISE N&C -NIPPLE &CAP ADDRESS :30 Seville Ct. ADDRESS:--- � INC.• CONT. LIC. NO. 783132 C-16 0 1' 2' 3' 4' 5' 6' 7' B' 9' 10' g -{� COUPLING FOC - FACE OF CONC. WMG WATER MOTOR GONG PE - PLAIN END TOTAL SYSTEM TOTAL SYSTEM 9 Z4 O.S.&Y. VALVE FOS FACE OF STUD PLG -PLUG REQUIREMENTS PSI GPM@ SOURCE w/ PSI AVAILABLE REQUIREMENTS PSI GPM( SOURCE w/ PSI AVAILABLE PHONE#:530.345.7296 INSP. I PHONE#: --- Tol-Brace Seismic Calculations SPRINKLER LEGEND Foothill Fire Protection, Inc. Project Address: Smuckers - Parts Storage .._..__.. 170 Erma CIL B-Line 37 Speedway Ave. Chico, CA, 95926 37Speedway Ave. 530.826.3013 Ij�1 Chico, CA 783132 Job # 7517C Calculations based on 2013 NFPA Pamphlet #13 Brace Information Brace Type (Per NFPA#13) Tolco Brace Components Maximum Spacing 40 0^ �12:19.m)....................................... Tolco Component Fig. Number Adjusted Load Maximum Brace Length 7'0" (2.13 m) Fig. 1001 Clamp 800 lbs (363 kg) Bracing Material 1" Sch.40 Fig.980 Universal Swivel 1007 lbs (457 kg) Angle from Vertical 30" Min. g 'Calculation Based on CONCENTRIC Loading 'Please Note: These calculations are for Tolco components only. Use of any Lateral other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42" 11 mm Assembly Detail L/R Value 200 .................. _-........................................................................ Maximum Brace Length Max Horizontal Load 9.2.6 lbs (420. kg)_.-_.--.._.._.....____.._...._.....,__ 80 ---- TOLCO FIG. 98 Slenderness Ratio used for Load Calculation UNIVERSAL SWAY BRACE O Force Factor (Cp) 0.42 ATTACHMENT 30° STEEL PIP Fastener Information Fastener Orientation NFPA Type_G....._.._........................... ....................... _...................... Maximum Load 1300 lbs 590 k , ............................(.................g)..................-..............-.-.........._ Summary of Pipe within Zone of Influence DiameterTOLCO 1/2n. (12 mm) FIG. 1001 ' f Diameter 1/2n. mm) FAST CLAMP Length NIA ......................................................................................................... - FACE OF CONC. Type Bolt - - �- - Type Bolt F0BraceIdentification on Plans Thaw Cover Lateral Orientation of Brace Lateral Braced Pipe: 4" Sch.7 Steel Pipe Load Information Braced Pipe: 4" Sch.7 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 4" Sch.7 Steel Pipe (101.6 mm) 40ft (12.2 m) 182 lbs (83 kg) 2" Sch.7 Steel Pipe (50.8 mm) 1 00f (30.5 m) 159 lbs (72 kg) Percentage added for Fittings and Sprinklers 15% 51 lbs (23.13 kg) Total Adjusted Load of all pipe within Zone of Influence 393 lbs (178 kg) (Tol-Brace Verizon 8) Al ��7;7 Tol-Brace Seismic Calculations SPRINKLER LEGEND Smuckers - Parts Storage Job # 7517C 1e B -Ln 37 Speedway Ave. Total Adjusted Load of Pipe in Zone of Influence 393 lbs (178 kg) Material Capacity 926 lbs (420 kg) �I t oll Brace Identification Thaw Cover Lateral r Brace Type (Per NFPA#13) NFPA Type G Structural Member Braced Pipe 4" Sch.7 Steel Pipe Fig. 4L Clamp 1007 lbs (457 kg) �_..._.-....._...-...�.._ Spacing of Brace 40'0" (12.19 m) Calculated with Tol-Brace 8 Orientation of Brace Lateral other components voids these calculations and the listing of the assembly. Bracing Material 1" Sch.40 L/R Value 200 ............................................................................................ Maximum Brace Length TO" (2.13 m) TOLCO FIG. 980 Slenderness Ratio used for Load Calculation 200 HAN ERLINIC❑NS IDCT BEAM HANGER ATTACHMENT True Angle of Brace for Calculation 30° HANGER ATTACHMENT NTS Type of Fastener 1/2 (12mm) Bolt Fastener Information Length of Fastener N/A FHR Summary of Pipe within Zone of Influence Maximum Load 1450 lbs..(658._k9.).........._......................................... 4" Sch.7 Steel Pipe (101.6 mm) 40k(12.2 m) 2" Sch.7 Steel Pipe (50.8 mm) 1 00f (30.5 m) G -Factor Used 0.42 SPRINKLER LEGEND Allowance for Heads and Fittings 15% Conclusions 6-0" -' TOLCO FIG, 58 THRD, Total Adjusted Load of Pipe in Zone of Influence 393 lbs (178 kg) Material Capacity 926 lbs (420 kg) Fastener Capacity 1300 lbs (590 kg) Fig. 1001 Clamp 800 lbs (363 kg) Fig.980 Universal Swivel 1007 lbs (457 kg) Structural Member Steel Beam Calculations prepared by Cameron Ricketts Fig. 4L Clamp 1007 lbs (457 kg) �_..._.-....._...-...�.._ • The description of the Structural Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 8 'Calculation Based on CONCENTRIC Loading 'Please Note: These calculations are for Toloo components only. Use of any Visit us at www.tolco.com other components voids these calculations and the listing of the assembly. Tol-Brace Seismic Calculations SPRINKLER LEGEND Foothill Fire Protection, Inc. Smuckers - Parts Stora e Project Address:....................................................................._$.................................... 170 Erma Ct. -Line 6-0" -' TOLCO FIG, 58 THRD, Chico, CA, 95926 37 Speedway Ave. 530.826.3013 by Chico, CA ..................................................................................................... 783132 . Job # 7517C Calculations based on 2013 NFPA Pamphlet #13 Brace Information 8 Tolco Brace Components Maximum Spacing 60 0" (18.29 m) _ m Tolco Component Fig. Number Adjusted Load Maximum Brace Length T 0 2 13 m ...._...� �....:.._.._.-....)..._........_._...... Fig. 4L Clamp 1007 lbs (457 kg) �_..._.-....._...-...�.._ Bracing Material 1" Sch.40 Fig.980 Universal Swivel 1007 lbs (457 kg) Angle from Vertical 30" Min. 'Calculation Based on CONCENTRIC Loading 'Please Note: These calculations are for Toloo components only. Use of any - BOT. OF JOIST other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.4211 mm) Assembly Detail L/R Value 200 ............................................................................................ RETAININ STRAP LOCK /VIEW A -A NUT REQ'D 3/8' ALL THREAD ROD ADJUSTABLE RING HANGER TOLCO FIG. 980 Max Horizontal Load 926 lbs (420 kg) UNIVERSAL SWAY HAN ERLINIC❑NS IDCT BEAM HANGER ATTACHMENT BRACE ATTACHMENT O:I Force Factor (Cp) 0.42 HANGER ATTACHMENT NTS HANGER DETAILS STEEL PIPE Fastener Information Fastener Orientation NFPA Type_................................................................. STB -STEEL BEAM FHR TOLCO FIG. 4L Maximum Load 1450 lbs..(658._k9.).........._......................................... PIPE CLAMP FOR SWAY BRACING ,-- / a< Diameter 1/2n. mm) OTHERWISE ............................................................................................... ...(12.. - FACE OF CONC. Length NIA - - �- - Type Bolt Brace Identification on Plans Thaw Cover Longitudinal Orientation of Brace Longitudinal Braced Pipe: 4" Sch.7 Steel Pipe Load Information TOTAL SYSTEM Size and Type of Pipe Total Length Total Calculated Load 4" Sch.7 Steel Pipe (101.6 mm) 160ft (18.3 m) 274 lbs (124 kg) Percentage added for Fittings and Sprinklers 15% 41 lbs (18.6 kg) Total Adjusted Load of all pipe within Zone of Influence 315 lbs (143 kg) frol-Brace Verizon 8) 1/21 IN 2" BRANCH LINE 8" 14 GAUGE Z-PURLIN (E) 6" MAIN Q @ 5' O.C. I 200- 8.OK SSU 1 IN 12 FFP P.O.C. 0 3" FEED MAIN CZJ I 3" MAIN IlkI C I I (E) WAREHOUSE W FF rt I I - - - -- 1 I1 =1I=1=1I1=1I1=1I1 I1 =1=1I1=III=1I1=1I1=1I1=1I1=III=1I1=1II ' _I-1 I I = =1 I l III -1 I I-1 I I-1 I I-1 I I-1 I I-1 11=1 I I-1 11=1 I I-1 I I-1 11=1 I I-1 I I-1 I I-1 I I-1 11=1 I I-1 11=1 11=1 11=1 I- 1=1 I I, l l l l l l l l l l l l I l l i 11111 l l l l l I I I I I I I I I, I I M1 I 1 I II I I,;, I 1 1=1 10 1 1=1 I I-1 I I-III-� -� -� �-III-III-III-III-III-III-I 11 -� I �- 11 PROPOSED ADDITI❑N EXISTING C❑NSTRUCTI❑N 1 SECTION VIEW -THAW COVER Scale: 1/4" = 1'-0" 14 GAUGE ---\\: Z-PURLIN SPRINKLER LEGEND REVISIONS Q UPRIGHT ON A SPRIG 19 UPRIGHT ON A LINE @ UPRIGHT AND PENDENT OUTLET @ UPRIGHT AND PENDENT DROP Q UPRIGHT W/ HIGH TEMP HD 0 PENDENT W/ SEMI -RECESSED TRIM ® PENDENT W/401 TRIM DRY PENDENT 0 PENDENT W/ HIGH TEMP HD III) PENDENT W/ CONCEALED TRIM D HORIZONTAL SIDEWALL -r PIPE ELEV. CHANGE --I CAP •#- COUPLING X-4 O.S.&Y. VALVE 6-0" -' TOLCO FIG, 58 THRD, TOLCO FIG, 58/51 if W/ (2) J"X1" TEK SD, BEAM BRACKET SCREW OR " BOLT 2 BEAM CLAMP 4 5 SD, BEAM BRACKET W/ (2) �#X1' TEK SCREW FOR 6# PIPE 8 y JST - JOIST BOB - BOT. OF BEAM LVL -LEVEL 3/8" ALL THREAD fC" ALL THREAD ROD PIPE) ROD FOR 6" (N) - NEW --IA �IA - BOT. OF JOIST 2"sc- CHKVA - CHECK VALVE ADJUSTABLE RING HANGER RETAININ STRAP LOCK /VIEW A -A NUT REQ'D 3/8' ALL THREAD ROD ADJUSTABLE RING HANGER O N ® ALL THREAD ROD ADJUSTABLE RING HANGER SPRINKLER PIPING HAN ERLINIC❑NS IDCT BEAM HANGER ATTACHMENT HANGER #2 - BEAM CLAMP, ROD AND RING / @ �0��M STEEL BEAM INSTALLATION NTS HANGER #3 - TRAPEZE "Z" PURLIN C❑NSTRUCTI❑N HANGER ATTACHMENT NTS HANGER DETAILS SP - STANDPIPE FHC - FIRE HOSE CAB. STB -STEEL BEAM FHR - FIRE HOSE RACK PIPING SPRINKLER LEGEND REVISIONS Q UPRIGHT ON A SPRIG 19 UPRIGHT ON A LINE @ UPRIGHT AND PENDENT OUTLET @ UPRIGHT AND PENDENT DROP Q UPRIGHT W/ HIGH TEMP HD 0 PENDENT W/ SEMI -RECESSED TRIM ® PENDENT W/401 TRIM DRY PENDENT 0 PENDENT W/ HIGH TEMP HD III) PENDENT W/ CONCEALED TRIM D HORIZONTAL SIDEWALL -r PIPE ELEV. CHANGE --I CAP •#- COUPLING X-4 O.S.&Y. VALVE QD FIRE SPRINKLER RISER Q FLOW SWITCH ELECTRIC BELL - STANDARD FDC POST INDICATOR 4-- KEY GATE .Q• FIRE HYDRANT AIL THRUST BLOCK 2 -WAY E.Q.B. + 4 -WAY E.Q.B O CALCULATION NODE '>� PIPE HANGERS NO. DATE REVISION /N 11-06-16 PLAN REVIEW COMMENTS 2 3 4 5 6 7 8 y PIPING GENERAL AFF -ABOVE FIN. FLR. FOW- FACE OF WALL AV - ANGLE VALVE GLB - GLULAM BEAM AO - ARM OVER GV - GLOBE VALVE AS - AUTO. SPRINKLER HGR - HANGER ASR -AUTO. SPRK. RISER JST - JOIST BOB - BOT. OF BEAM LVL -LEVEL BOD - BOT. OF DECK (N) - NEW BOJ - BOT. OF JOIST NIC - NOT IN CONTRACT CHKVA - CHECK VALVE NTS - NOT TO SCALE COE - CHANGE OF ELEVATION PI - POST INDICATOR (E) - EXISTING PIV -POST INDICATOR VALVE EQB - EARTHQUAKE BRACE SLP -SLOPE FDC - FIRE DEPT. CONN. SP - STANDPIPE FHC - FIRE HOSE CAB. STB -STEEL BEAM FHR - FIRE HOSE RACK UNO- UNLESS NOTED FOB - FACE OF BLOCK OTHERWISE FOC - FACE OF CONC. WMG WATER MOTOR GONG FOS - FACE OF STUD PIPING CODE HYD CI - CAST IRON RED -REDUCING AREA COJ - CUT ON JOB SCR -SCREW NUMBER CPLG- COUPLING CTF - CUT TO FIT DI - DUCTILE IRON TC - THRD. CPLG. TF - THIRD. FLG. TBE - THIRD. BOTH ENDS REMOTE AREA SO. FLG -FLANGE THRD-THREAD Bracing Material GC - GRV. CPLG. TOE - THRD. ONE END TOTAL SYSTEM GRC - GRV. RED. CPLG. TOL - THIRD. OUTLET REOUIR GRV -GROOVE TRC - THRD. TED. CPLG. 1/2 (12mm) Bolt GIBE - GRV. BOTH ENDS T&G - THIRD. & GRV. HYD AREA NUMBER GOE - GRV. ONE END WF - WLD. FLG. GOL - GRV. OUTLET WILD - WELD MI - MALLEABLE IRON HYD DESIGN INFORMATION MJ - MECH. JOINT NF - NO FITTING N&C - NIPPLE & CAP AREA REMOTE AREA so Fr HAZARD SYSTEM PE -PLAIN END NUMBER TOTA'L'' PLG - PLUG �S�Y,S�TEM RE9Law-wElIT/: SIGN INFORMATION CODE HAZARD 15% DENSITY GPM/SO. FT. INSIDE HO OUTSIDE HOSE NCE ALLOWANCE PSI GPM @ SOURCE W/ SIGN INFORMATION CODE HAZARD Spacing of Brace DENSITY INSIDE H OUTSIDE HOSE GPM/SO. FT. AICE OWANCE PSI GPM @ SOURCE Tol-Brace Seismic Calculations Smuckers - Parts Storage Job # 7517C 37 Speedway Ave. 15% Brace Identification Thaw Cover Longitudinal Brace Type (Per NFPA#13) NFPA Type D Braced Pipe 4" Sch.7 Steel Pipe Spacing of Brace 60'0" (18.29 m) Orientation of Brace Longitudinal Bracing Material 1" Sch.40 Maximum Brace Length TO" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 30" Type of Fastener 1/2 (12mm) Bolt Length of Fastener N/A Summary of Pipe within Zone of Influence G -Factor Used 0.42 RISER LEGEND Allowance for Heads and Fittings 15% Conclusions CHECK VALVE Total Adjusted Load of Pipe in Zone of Influence 315 lbs (143 kg) Material Capacity 926 lbs (420 kg) Fastener Capacity 1450 lbs (6S8 kg) Fig. 4L Clamp 1007 lbs (457 kg) Fig.980 Universal Swivel 1007 lbs (457 kg) Structural Member Steel Beam Calculations prepared by Cameron Ricketts PRV `The description of the Structural Member is for informational purposes only. Tal -Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 8 HYDRAULIC INFO. PLATE Visit us at www.tolco.com -Y.2-TEK SCREWS �y- - `-?.TTEKSCREW ^12 STEEL NON -TAPPED ANGLE BRACKET ` FOUR TIGHT TURNS 012, "OUB WIRE NOTE: W IRE RESTRAINT TO SE LOCATED WITHIN T-0. OF A HANGER THE HANGER CLOSEST TO WIRE RESTRAINT TO BE THE TWE THAT RESISTS UPWARD MOVEMENT. O� WRAPS END OF BRANCH LINE RESTRAINT (E) RISER TO REMAIN FF TO SYSTEM out"rnm-nm O RISER DETAILS RISER LEGEND A BUTTERFLY VALVE B CHECK VALVE C FLOW SWITCH D 2" TEST AND DRAIN VALVE E 10" POTTER ALARM BELL F 4 -WAY EQB G UG STUB, FFP POC H 30OPSI GAUGE I PRV J 6 HD. SPARE BOX K HYDRAULIC INFO. PLATE FF TO SYSTEM out"rnm-nm O RISER DETAILS R M 0 ©FINISH GRADE NTS 8/42016 Design Maps Summary Report 1MWg= Design Maps Summary Report cifled Input User Spe p Building Code Reference Document ASCE 41-13 Retrofit Standard, BSE -2N (Which utilizes USGS hazard data available in 2008) Site Coordinates 39.704940N, 121.80388OW Site Soil Classification Site Class D - "Stiff Soil" USGS-Provided Output Ss,sse,m 0.614 9 Sx5,eSE-2101 0.8049 S1,ssE_2N 0.272 9 Sx1,BSE-2N 0.5059 Horizontal Spectrum 0.40 0.91 0.72 0.62 0.45 0.3€ 0.27 0.18 0.09 0.00 c Period, T (sec) Vertical Spectrum 0.54-- 0.42-- 0.3G__ .540.420.36 0.30 a. z4 0.18 0.12 0.06 0.00 l0 0.00 0.20 0.40 0.60 0.00 1.00 1.20 1.40 1.60 1.90 2.00 Period, T ( sec) A':thoug': this information Is product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the. data contained therein. This tool is not a substitute for 'te.chn;Cal subject. -matter knowledge• http://ehp2-earthquake.wr.usgs.gov/designmaps/us/sum mary.php?tem plate=mini mal &I atitude=39.704937634829236&longitude=-121.80387821930121 &siteclass... 1/1 REVIEWED FOR CODE COMPLIANCE DEC 12 2016 INTERWEST CONSULTING GROUP THIS DRAWING IS PREPARED BY FOOTHILL FIRE PROTECTION FOR ITS EXCLUSIVE USE AND IS GUARANTEED ONLY WHEN FOOTHILL FIRE PROTECTION IS THE INSTALLING CONTRACTOR. THIS IS NOT TO BE DISTRIBUTED FOR OBTAINING BIDS, ALL RIGHTS RESERVED. FP -3 CNT TYPE FINISH TEMP K NPT ORIF MFG. MODEL# ESCUT SIN# CONTRACT NAME SSU BRASS 200" 8.0" TYCO TY -FRB N/A TY4131 SMUCKERS - THAW COVER 37 SPEEDWAY AVE., CHICO, CA PLAN DESCRIPTION :FIRE SPRINKLER PIPING, REFLECTED CEILING PLAN JOB# :7517C DATE:7-27-16 SCALE: NOTED DESIGN:AM CHK:CK SHEET;73 TOTAL SHEETS FOR PROJECT:3 PAGE TOTAL= ### PROJECT TOTAL = 42 CONTRACT : NVBS FIRE DEPT. : BUTTE COUNTY ADDRESS :30 Seville Ct. ADDRESS: ---- PHONE# :530.345.7296 INSP. : 191.10 i94E� FOOTHILL FIRE PROTECTION, INC. DESIGN - INSTALLATION - INSPECTION - REPAIR 170 ERMA CT. - CHICO, CA 95928 (530) 826-3013 FAX (530) 893-3013 CONT. LIC. NO. 783132 C-16 WATER SUPPLY INFO. - WATER MAIN STYYSTEMPE 7 FLOW: 1 800 DATE :5-5-16 STATIC.60 RESIDUAL.42 AREA PER TEST :SPEEDWAY AVE AND RANCHWOOD CT. ELEV. SPRINKLER LOCATION SOURCE :FM GLOBAL P BLE NFO. HYD DESIGN INFORMATION SYSTEM AREA CODE HAZARD SYSTEM TYPE NUMBER TYPE AREA PER REMOTE DENSITY INSIDE H OUTSIDE HOSE AREA PER SPRINKLER AREA GPM/SO. FT. ANCE OWANCE SPRINKLER SO. FT. TOTAL SYSTEM PSIAVAILABLE PSI GPM@ SOURCE w/ PSIAVAILABLE R M 0 ©FINISH GRADE NTS 8/42016 Design Maps Summary Report 1MWg= Design Maps Summary Report cifled Input User Spe p Building Code Reference Document ASCE 41-13 Retrofit Standard, BSE -2N (Which utilizes USGS hazard data available in 2008) Site Coordinates 39.704940N, 121.80388OW Site Soil Classification Site Class D - "Stiff Soil" USGS-Provided Output Ss,sse,m 0.614 9 Sx5,eSE-2101 0.8049 S1,ssE_2N 0.272 9 Sx1,BSE-2N 0.5059 Horizontal Spectrum 0.40 0.91 0.72 0.62 0.45 0.3€ 0.27 0.18 0.09 0.00 c Period, T (sec) Vertical Spectrum 0.54-- 0.42-- 0.3G__ .540.420.36 0.30 a. z4 0.18 0.12 0.06 0.00 l0 0.00 0.20 0.40 0.60 0.00 1.00 1.20 1.40 1.60 1.90 2.00 Period, T ( sec) A':thoug': this information Is product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the. data contained therein. This tool is not a substitute for 'te.chn;Cal subject. -matter knowledge• http://ehp2-earthquake.wr.usgs.gov/designmaps/us/sum mary.php?tem plate=mini mal &I atitude=39.704937634829236&longitude=-121.80387821930121 &siteclass... 1/1 REVIEWED FOR CODE COMPLIANCE DEC 12 2016 INTERWEST CONSULTING GROUP THIS DRAWING IS PREPARED BY FOOTHILL FIRE PROTECTION FOR ITS EXCLUSIVE USE AND IS GUARANTEED ONLY WHEN FOOTHILL FIRE PROTECTION IS THE INSTALLING CONTRACTOR. THIS IS NOT TO BE DISTRIBUTED FOR OBTAINING BIDS, ALL RIGHTS RESERVED. FP -3 CNT TYPE FINISH TEMP K NPT ORIF MFG. MODEL# ESCUT SIN# CONTRACT NAME SSU BRASS 200" 8.0" TYCO TY -FRB N/A TY4131 SMUCKERS - THAW COVER 37 SPEEDWAY AVE., CHICO, CA PLAN DESCRIPTION :FIRE SPRINKLER PIPING, REFLECTED CEILING PLAN JOB# :7517C DATE:7-27-16 SCALE: NOTED DESIGN:AM CHK:CK SHEET;73 TOTAL SHEETS FOR PROJECT:3 PAGE TOTAL= ### PROJECT TOTAL = 42 CONTRACT : NVBS FIRE DEPT. : BUTTE COUNTY ADDRESS :30 Seville Ct. ADDRESS: ---- PHONE# :530.345.7296 INSP. : 191.10 i94E� FOOTHILL FIRE PROTECTION, INC. DESIGN - INSTALLATION - INSPECTION - REPAIR 170 ERMA CT. - CHICO, CA 95928 (530) 826-3013 FAX (530) 893-3013 CONT. LIC. NO. 783132 C-16 SEISMIC BRACING CALCULATI❑NS NEPA 13 (2 013) Storage Height Above Top IRAS Level, ft (m) PROJECT, SMUCKERS NEW BUIDLING CONTRACTOR. FOOTHILL FIRE PROTECTION INC, 4 -WAY ATTACHMENT AT STEEL BEAM ADDRESS, 170 ERMA CT. ADDRESS, 37 SPEEDWAY AVE., CHICO, CA CHICO, CA. 95928 Up to 10 3.0 TELEPHONE, (530) 826-3013 SHEET, 1 OF 3 DATE, 5-5-16 FAX. (530) 893-3013 BRACE INFORMATION SEISMIC BRACE ATTACHMENTS 7' MAX STRUCTURAL ATTACHMENT FITTINGS LENGTH OF BRACE. MAKE, TOLCO MODEL, 980 DIAMETER OF BRACE, 1 IRAS(EO) SCHD. 40 PIPE LISTED LOAD RATING, 1320 ADJUSTED LOAD RATING, 933 TYPE OF BRACE, PIPE ATTACHMENT FITTING, ANGLE OF BRACE, 45'-90' MAKE, TOLCO MODEL, 1001 LEAST RADIUS OF GYRATION, 0.42 LISTED LOAD RATING, 890 L/R VALUE, 200, MAX. IRAS(E) Up to 5 (1.5) Up to 10 (3.0) 5(1.5) SEISMIC BRACE ASSEMBLY DETAIL MAX. HORIZONTAL LOAD, 850 lbs. Up to 5 (1.5) 8(2.4) wSEE DETAIL ON FP -1X Over 10 (3.0) up to 20 (6.0) 15(4.5) FASTENER INF❑RMATI❑N ORIENTATION OF CONNECTING SURFACE. B -C FASTENER. 4 -WAY FOR 8' TYPE, THROUGH BOLT Over 10 (3.0) up to 20 (6.0) 10(3.0) DIAMETER, 1/2" Up to 5 (1.5) 10(3.0) Over 5 (1.5) up to 10 (3.0) 12(3.6) BRACE IDENTIFICATI❑N NO. A LENGTH, 1" C TO BE USED ON PLANS ) MAX LOAD. 2050 LATERAL BRACE [:] LONGITUDINAL BRACE Up to 5 (1.5) 10(3.0) Over 5 (1.5) up to 10 (3.0) 12(3.6) Over 10 (3.0) up to 20 (6.0) 15(4.5) SEISMIC BRACE ATTACHEMNTS SPRINKLER SYSTEM LOAD CALCULATION (Fpw = CpWp) DIA TYPE LENGTH (FT.) TOTAL # FT. WEIGHT PER FT. (LBS) TOTAL WEIGHT(LBS) 8' SCHED-10 1800 GPM AT 60 PSI 30 40.150 1204,500 SCHED-10 � t.. 30 23.030 SUB -TOTAL 1204.500 ALLOWANCE FOR FITTINGS AND VALVES 1385.175 TOTAL WEIGHT OF WATER FILLED PIPE PLUS 15% SUB -TOTAL Cp=5 ALLOWANCE FOR FITTINGS AND VALVES Total(Fpw) (TOTAL WEIGHTxCp) 692.588 LBS. Table 13. Hydraulic Design for Ceiling -Level Sprinkler Systems Supplemented with In -Rack Sprinklers Commodity Hazard IRAS Arrangement Storage Height Above Top IRAS Level, ft (m) Ceiling Height for Clearance Between Top of Applicable Protection Storage and Ceiling` Table, ft (m)* Class 1 - 3 IRAS(EO) Up to 10 (3.0) Up to 20 (6.0) 20(6.0) IRAS(E) Up to 10 3.0 Up to 20 6.0 20(6.0) 60 F_ - - - - - - - - Class 4 Cartoned , I Unexpanded Plastic P and Cartoned I Expanded anded Plastic L________ - - - - - - IRAS EO IRAS(E) I I ______J - - - - - - - - - U to 5 1.5 - - - - - - - - - - - - - - - - - - - - U to 20 6.0 15 4.5 Over 5 1.5 up to 10 (3.0) Up to 5 1.5 15(4.5) Over 5 (1.5) up to 10 (3.0) 20(6.0) Over 10 (3.0) up to 20 (6.0) 25(7.5) Uncartoned Unexpanded Plastic IRAS(EO) Up to 5 1.5 Up to 5 1.5 5(1.5) Over 5 (1.5) up to 10 (3.0) 8(2.4) Over 10 (3.0) up to 20 (6.0) 10(3.0) Over 5 (1.5) up to 10 (3.0) Up to 5 (1.5) 10(3.0) Over 5 (1.5) up to 10 (3.0) 12(3.6) Over 10 (3.0) up to 20 (6.0) 15(4.5) 500 GPM IRAS(E) Up to 5 (1.5) Up to 10 (3.0) 5(1.5) Over 10 (3.0) up to 20 (6.0) 8(2.4) Over 5 (1.5) up to 10 (3.0) Up to 5 (1.5) 8(2.4) Over 5 (1.5) up to 10 (3.0) 10(3.0) Over 10 (3.0) up to 20 (6.0) 15(4.5) Uncartoned Expanded Plastic IRAS(EO) Up to 5 (1.5) Up to 5 (1.5) 5(1.5) Over 5 (1.5) up to 10 (3.0) 8(2.4) Over 10 (3.0) up to 20 (6.0) 10(3.0) Over 5(1.5) up to 10 (3.0) Up to 5 (1.5) 10(3.0) Over 5 (1.5) up to 10 (3.0) 12(3.6) Over 10 (3.0) up to 20 (6.0) 20(6.0) IRAS(E) Up to 5 (1.5) Up to 10 (3.0) 5(1.5) Over 10 (3.0) up to 20 (6.0) 8(2.4) Over 5 (1.5) up to 10 (3.0) Up to 5 (1.5) 10(3.0) Over 5 (1.5) up to 10 (3.0) 12(3.6) Over 10 (3.0) up to 20 (6.0) 15(4.5) ' When this distance is greater than 20 ft (6.0 m), see Section 2.3.3.7.3 for guidance. -HYDRAULIC CALCULATIONS - INFORMATION TO BE IMPRINTED ON HYDRAULIC PLACARDS AND ATTACHED TO RISERS. SYSTEM NUMBER: 1 REMOTE AREA NUMBER: 1 OCCUPANCY CLASSIFICATION: COMM. CLASS III STORAGE UP TO 25' WITH RACKS UP TO 20' DENSITY: 20 HEADS ® 7PSI AREA OF APPLICATION: 1,600 SQ.FT. NUMBER OF HEADS CALCULATED: 21 SQ.FT. PER HEAD:100 (MAX.) ORIFICE SIZE: 3/4" SPRINKLER SYSTEM DEMAND: 632 GPM AT 39 PSI HOSE STREAM REQUIRED: 500 GPM IN -RACK DEMAND: 355 GPM TOTAL WATER REQUIRED: 1487 GPM AT 42 PSI TOTAL WATER AVAILABLE: 1800 GPM AT 60 PSI SYSTEM NUMBER: 1 REMOTE AREA NUMBER: 2 OCCUPANCY CLASSIFICATION: COMM. CLASS II STORAGE DENSITY: 12 HEADS ® 7 PSI AREA OF APPLICATION: 1,000 SQ.FT. NUMBER OF HEADS CALCULATED: 12 SQ.FT. PER HEAD:100 (MAX.) ORIFICE SIZE: 3/4"" SPRINKLER SYSTEM DEMAND: 836.4 GPM AT 41 PSI HOSE STREAM REQUIRED: 500 GPM TOTAL WATER REQUIRED: 1336 GPM AT 44 PSI TOTAL WATER AVAILABLE: 1800 GPM AT 60 PSI STRUCTURAL ATTACHMENT FITTING• LENGTH OF BRACES „ SYSTEM NUMBER: 1 REMOTE AREA NUMBER: 3 OCCUPANCY CLASSIFICATION: COMM. CLASS I STORAGE DENSITY: 0.3 GPM/SQ.FT. AREA OF APPLICATION: 2,500 SQ.FT. NUMBER OF HEADS CALCULATED: 20 SQ.FT. PER HEAD:100 (MAX.) ORIFICE SIZE: 3/4" SPRINKLER SYSTEM DEMAND: 736 GPM AT 38 PSI HOSE STREAM REQUIRED: 500 GPM TOTAL WATER REQUIRED: 1236 GPM AT 38 PSI TOTAL WATER AVAILABLE: 1800 GPM AT 60 PSI SYSTEM NUMBER: 2 REMOTE AREA NUMBER: 4 OCCUPANCY CLASSIFICATION: COMM. CLASS II STORAGE DENSITY: 20 HEADS ® 7 PSI AREA OF APPLICATION: 2,000 SQ.FT. NUMBER OF HEADS CALCULATED: 20 SQ.FT. PER HEAD: 100 (MAX.) ORIFICE SIZE: 3/4" SPRINKLER SYSTEM DEMAND: 616 GPM AT 38 PSI HOSE STREAM REQUIRED: 500 GPM TOTAL WATER REQUIRED: 1116 GPM AT 38 PSI TOTAL WATER AVAILABLE: 1800 GPM AT 60 PSI 0 LONGITUDINAL BRACE M LONGITUDINAL BRACE SYSTEM NUMBER: 4 REMOTE AREA NUMBER: 6 OCCUPANCY CLASSIFICATION: COMM. CLASS II STORAGE WITH RACKS UP TO 20' DIA DENSITY: 8 HEADS ® 30 PSI AREA OF APPLICATION: N/A NUMBER OF HEADS CALCULATED: 8 SQ.FT. PER HEAD:100 (MAX.) ORIFICE SIZE: 3/4" SPRINKLER SYSTEM DEMAND: 355 GPM AT 54 PSI TOTAL WATER AVAILABLE: 1800 GPM AT 60 PSI SEISMIC BRACING CALCULATI❑NS N F P A 13 (2 013) 6lax: PROJECT, SMUCKERS NEW BUIDLING CONTRACTOR. FOOTHILL FIRE PROTECTION INC, LATERAL ATTACHMENT AT STEEL BEAM ADDRESS, 170 ERMA CT. ADDRESS, 37 SPEEDWAY AVE., CHICO, CA CHICO, CA. 95928 Quick Response. TELEPHONE, (530) 826-3013 SHEET, 2 OF 3 DATE, 5-5-16 FAX, (530) 893-3013 BRACE INF❑RMATI❑N SEISMIC BRACE ATTACHMENTS 7' MAX STRUCTURAL ATTACHMENT FITTING• LENGTH OF BRACES „ MAKE, TOLCO MODEL, 980 DIAMETER OF BRACE, 1 K25.2EC SCHD. 40 PIPE LISTED LOAD RATING, 1320 ADJUSTED LOAD RATING 1142 TYPE OF BRACE, PIPE ATTACHMENT FITTING, ANGLE OF BRACE, 60'-90' MAKE, TOLCO MODEL, 1001 LEAST RADIUS OF GYRATION, 0.42 LISTED LOAD RATING, 890 ADJUSTED LOAD RATING, 770 L/R VALUE, ZOO, MAX. K19-6 K251 3 SEISMIC BRACE ASSEMBLY DETAIL MAX. HORIZONTAL LOAD 850 lbs. INSEE DETAIL ON FP -I* I„SEE DETAIL ON FP -1* FASTENER INF❑RMATI❑N ❑RIENTATI❑N OF CONNECTING SURFACE, G-1 FASTENER, LATERAL FOR 6' TYPE, THROUGH BOLT TYPE, THROUGH BOLT DIAMETER, 1/2" DIAMETER, 1/2* I #<.240 BRACE IDENTIFICATION NO, B LENGTH, 1" ( TO BE USED ON PLANS ) MAX LOAD, 1300 LATERAL BRACE 0 LONGITUDINAL BRACE M LONGITUDINAL BRACE 20 7 1 � 2tt T 1: SEISMIC BRACE ATTACHEMNTS SPRINKLER SYSTEM LOAD CALCULATION (Fpw = CpWp) DIA TYPE LENGTH (FT.) TOTAL # FT. WEIGHT PER FT. (LBS) TOTAL WEIGHT(LBS) 2' DYNA-FLOW SCHED-10 160 3.79 606.400 6' SCHED-10 � t.. 30 23.030 690.900 1146.000 ALLOWANCE FOR FITTINGS AND VALVES 1317.900 TOTAL WEIGHT OF WATER FILLED PIPE PLUS 15% SUB -TOTAL 1297.300 ALLOWANCE FOR FITTINGS AND VALVES 1491.895 TOTAL WEIGHT OF WATER FILLED PIPE PLUS 15% "l ' 1 16 a: d � Cp= ,5 Total (Fpw) OTAL W GHTxC 745.947 LBS. v r Q NW Q W O 2 W SEISMIC BRACING CALCULATI❑NS NEPA 13 (2 013) 6lax: PROJECT, SMUCKERS NEW BUIDLING CONTRACTOR, FOOTHILL FIRE PROTECTION INC, LATERAL ATTACHMENT AT STEEL BEAM ADDRESS, 170 ERMA CT. ADDRESS, 37 SPEEDWAY AVE., CHICO, CA CHICO, CA. 95928 Quick Response. TELEPHONE, (530) 826-3013 SHEET, 3 OF 3 DATE, 5-5-16 FAX, (530) 893-3013 BRACE INF❑RMATI❑N SEISMIC BRACE ATTACHMENTS 7' MAX STRUCTURAL ATTACHMENT FITTING, LENGTH OF BRACE, " MAKE, TOLCO MODEL, 980 DIAMETER OF BRACE, 1 K25.2EC SCHD. 40 PIPE LISTED LOAD RATING, 1320 ADJUSTED LOAD RATING, 660 TYPE OF BRACE, PIPE ATTACHMENT FITTING, ANGLE OF BRACE, 30'-90' MAKE, TOLCO MODEL, 4LA LEAST RADIUS OF GYRATION, 0.42 LISTED LOAD RATING, 1320 ADJUSTED LOAD RATING, 660 L/R VALUE, 200, MAX. K19-6 K251 3 SEISMIC BRACE ASSEMBLY DETAIL MAX. HORIZONTAL LOAD, 680 lbs. f �xJ ) I„SEE DETAIL ON FP -1* j � Kt ) FASTENER INFORMATI❑N ORIENTATION OF CONNECTING SURFACE, D -F FASTENER, LONGITUDINAL FOR 6' TYPE, THROUGH BOLT � &. a DIAMETER, 1/2* I #<.240 n'r t K2;. BRACE IDENTIFICATION NO. C LENGTH, 1" C TO BE USED ON PLANS ) MAX LOAD. 1450 LBS. [:] LATERAL BRACE M LONGITUDINAL BRACE 20 7 1 � 2tt T 1: qr \ � � SEISMIC BRACE ATTACHEMNTS SPRINKLER SYSTEM LOAD CALCULATION (Fpw = CpWp) DIA TYPE LENGTH (FT.) TOTAL # FT. WEIGHT PER FT. (LBS) TOTAL WEIGHT(LBS) 6' SCHED-10 CHROME 50 22.920 1146.000 � t.. �5¢ 4x SUB -TOTAL 1146.000 ALLOWANCE FOR FITTINGS AND VALVES 1317.900 TOTAL WEIGHT OF WATER FILLED PIPE PLUS 15% \ t� , 1�' \ � � � \. � Cp= 5 Total (Fpw) (TOTAL WEIGHTxCp) 658,950 LBS. Tarte 8, Ceiling -Level Protection Guidelines fc%r Class 4 and Carted Unexpanded Plastic Commodities in Open -Frame Rack Storage Arrangements Protection of Ciass 4 and Carkmed Unexpanded Plastic Cam=ditnes in Open-l-rame Storage Racks;. No. of AS psi (bar) 6lax: Wet System, Pendent. Sprinklers, 160'F (70'C) Wet System, Upright. Sprinklers, 160*F (70"C) Dry System, Upright 'Sprinklers, Ceiling AO 280-F (140-C) Rerg"m, Quick Response. Standard Response Quick Response Standard Response -AUTO. SPRK. RISER Standard Response (' i) K112 K10 K1&.8 K22.4 K25 2 K25.2EC Kill K14,0 KID.& K25.2' X112 K14.4 K16.8 1<252EG Kill K16,8 K2 52 Kill KX8 K19-6 K251 3 XIS ri1 , 14 K2t'C 40 2t1 ( ) � ( ) f �xJ ) 3 K E�C 3� ) j � Kt ) �L rt x ' &U h2 36�.. K15t1 l ) � � ,� 6 Imo, ) n+ a. E K �`OE€i 18�x ) 0 Kc 0 ( ) � &. a 1L•0 ) I #<.240 n'r t K2;. i ii;�&9 ) F 1� 4.5 e § ��11 ti 0 7 �. � 1� a 9 � 2t1 7 20 7 1 � 2tt T 1: qr \ � � 8 20 � � Z. ..0 7 � i .. , 7 :IJ ; R �.. �"� Zf1 L i� ;s d �_QUICKCLAMP CHROME tff8 pp� 05 � t.. �5¢ 4x �F 9.& 21I �g S" .' �.0 i ( \ t� , 1�' \ � � � \. � a , \ 1a as Ra' .: +i-. Ira ;. L� [ 1... 1 � "l ' 1 16 a: d � .'r - `g �f. \ g.� �a �\ C 1a .- 1 t � S \ t a a � �I. � . �' .rq� �M GiJ. •, g� y 'i� 3» >� g 20 •� d JOB# :7517C .t.7i Ili ., ., t9 t11. 165° 5.6 d1.1) $t. i =� 11 ((l, (.7) 1 /tl f) _ (17i 0 0) 11.x° a 11 `t 1t:61 {2.11 ... 5 7.5i ... to 0 _. b 15 50 .... 1:Sx ... 15- B t� 50 1� � t .... 10 6,0 2i2� ._........ 20 3 .........._ _. is 1iC0 DESIGN -INSTALLATION -INSPECTION -REPAIR 5) 4 �'. , ! 4 �4e X14. 1T) ;: (.5) (24) €11 (35) 1,,,, &1 J7 (3.5) (1.5 (1 � (s:5) €t 5i (2.1) (p-7) 30 (ru) �� � 1 \� . ..< a ' tt> 1a ;, 12 � �� ,. � �s �\� : 170 ,RMA CT. - CHICO, CA 95928 CONTRACT : Nvss 25 30 a�5 t FIRE DEPT. :BUTTE COUNTY FIRE DPT. FAX (530) 013 (53CONT 3t IC. ADDRESS :30 SEVILLE CT. ADDRESS 335 ,1>& e 1215g25 FIRE PROTECTION, INC. NO. 783132 C-1613 PHONE# :530.345.7296 INSP. ; MATT DAMON PHONE# : 530.538.7601 ZI 00:5) t� 4 11 (171 a t 61 (7.rz 49 \ 1 Fa 1-2 e a? d 45 l\, a1 ------------- `i An atrsptabl,- itternatiue d -SW. r� 6 40 (?.$} >vhen A 12 ft (:t 6 m) maxi>mom iim, v, s1, acing iS, used. CV W IN THE "SPROUTING OPERATIONS" AREA BETWEEN THE NORTH WALL OF THE SPROUTING ROOM AND THE EXISTING OVERHEAD CONVEYOR, INSTALL QUICK LU Q RESPONSE, 160OF RATED, K25.2 AUTOMATIC SPRINKLERS. DESIGN THE SPRINKLER W DEMAND FOR 12 SPRINKLERS OPERATING AT LEAST 7 PSI. SPRINKLERS SHOULD HAVE A F- MINIMUM LINEAR SPACING OF 8 FT. AND A MAXIMUM SPACING OF 10 FT. THE SPRINKLERS Q SHOULD BE SPACED WITH A MINIMUM AREA OF 64 SQ. FT. AND A MAXIMUM AREA OF 100 2 SQ. FT. CALCULATIONS SHOULD INCLUDE 500 GPM HOSE STREAM ALLOWANCE. PER FM W GLOBAL DATA SHEET 8-9 TABLE 5. ryM Q IN AREAS ENCLOSED BY INSULATED METAL PANELS (SPROUTING AREA, DRYING BED ROOM, AND ry W UTILITY ROOM) PROVIDE 0.30 GPM/SQ. FT. OVER THE MOST REMOTE 2,500 SQ. FT. USING 160°F Q RATED, 11.2 SPRINKLERS. SPRINKLERS SHOULD HAVE A MINIMUM LINEAR SPACING OF 8 FT. AND W A MAXIMUM SPACING OF 12 FT. THE SPRINKLERS SHOULD BE SPACED WITH A MINIMUM AREA OF I- 80 SQ. FT. AND A MAXIMUM AREA OF 120 SQ. FT. CALCULATIONS SHOULD INCLUDE A 500 GPM O HOUSE STREAM ALLOWANCE. PER FM GLOBAL DATA SHEET 3-26 HAZARD CLASS 3 (HC -3) 75 W Table 7_.Gerling-Level Protection Guidelines for Class 1, 2 and 3 Commodities in Opera -Frame ;Rack Storage Armngernenl; Protection of Class 1, 2 and 3 Commodities in (open -Frame Storage Rads; No. of AS @ plsi (bar) f�4ak._ Wet System Pendent Sprinklers, 160'F (70'C)' Wet System, Upright Sprinklers, 1607 (70°C) Dry System, Upright Sprinklers, cellinr? 2€J0°F (1'40°C) ki'txt +4Yr.I flao::nt, 1 t`4+..-s4J..-4 t3--- 1 C%.n.nan.w.r..n. 1 104-A- 0r..rw.....n,n Ct..sa.M:,...R C7..,:.:.n..a...... FM GLOBAL STANDARDS GENERAL AFF -ABOVE FIN. FLR. SPRINKLER LEGEND - ANGLE VALVE REVISIONS AO - ARM OVER GV - GLOBE VALVE AS O UPRIGHT ON A SPRIG (3D FIRE SPRINKLER RISER ASR -AUTO. SPRK. RISER UPRIGHT ON A LINE Q FLOW SWITCH NO. DATE REVISION Qo UPRIGHT AND PENDENT OUTLET a ELECTRIC BELL 7-20-16 PLAN REVIEW COMMENTS & UPRIGHT AND PENDENT DROP --STANDARD FDC CHKVA -CHECK VALVE NTS -NOT TO SCALE C UPRIGHT W/ HIGH TEMP HD 4- POST INDICATOR 2 10-11-16 PLAN REVIEW COMMENTS 0 PENDENT W/ SEMI -RECESSED TRIM 4- KEY GATE 3 - EARTHQUAKE BRACE W PENDENT W/401 TRIM M(?- FIRE HYDRANT - FIRE DEPT. CONN. SP - STANDPIPE 4Q DRY PENDENT A& THRUST BLOCK 4 FHR O PENDENT W/ HIGH TEMP HD 2 -WAY E.Q.B. 5 - FACE OF BLOCK 4[) PENDENT W/ CONCEALED TRIM FOC - FACE OF CONC. 6 FOS D HORIZONTAL SIDEWALL 30'to 90 + 4 -WAY E.Q.B 7 / RISER 0 PIPE ELEV. CHANGE O CALCULATION NODE 8 BRACE PIPE -1 CAP -#-- COUPLING -><-( PIPE HANGERS 9 :K4 O.S.&Y. VALVE �_QUICKCLAMP GENERAL AFF -ABOVE FIN. FLR. FOW- FACE OF WALL AV - ANGLE VALVE GLB - GLULAM BEAM AO - ARM OVER GV - GLOBE VALVE AS -AUTO. SPRINKLER HGR-HANGER ASR -AUTO. SPRK. RISER JST - JOIST BOB BOT. OF BEAM LVL -LEVEL BOD BOT. OF DECK (N) - NEW BOJ BOT. OF JOIST NIC - NOT IN CONTRACT CHKVA -CHECK VALVE NTS -NOT TO SCALE COE CHANGE OF ELEVATION PI - POST INDICATOR (E) EXISTING PIV - POST INDICATOR VALVE EQB - EARTHQUAKE BRACE SLP -SLOPE FDC - FIRE DEPT. CONN. SP - STANDPIPE FHC - FIRE HOSE CAB. STB -STEEL BEAM FHR - FIRE HOSE RACK UNO- UNLESS NOTED FOB - FACE OF BLOCK OTHERWISE FOC - FACE OF CONC. WMG WATER MOTOR GONG FOS - FACE OF STUD 30'to 90 PIPING HYD DESIGN INFORMA: Cl - CAST IRON RED -REDUCING AREA B COJ - CUT ON JOB SCR -SCREW NUMBER CODE CPLG- COUPLING TC - THIRD. CPLG. REMOTE DENSITY CTF - CUT TO FIT TF - THIRD. FUG. DI -DUCTILE IRON TBE -THRD. BOTH ENDS AREA SQ. FT. GPM/SD. FT. FLG -FLANGE THRD- THREAD 11M GC -GRV. CPLG. TOE - THRD.ONIEEND TOTAL SYSTEM PSI GRC - GRV. RED. CPLG. TOL - THIRD. OUTLET REQUIR GRV -GROOVE TRC - THIRD. TED. CPLG. �% `� LOCK VIEW A -A HYD DESIGN INFORMA' GBE - GRV. BOTH ENDS T&G - THIRD. & GRV. RE7ADYDY NUT REWD STRAP ND -THREAD SWIVEL GOE - GRV. ONE END WF - WLD. FLG. GOL - GRV. OUTLET WLD - WELD AREA NUMBER CODE MI - MALLEABLE IRON REMOTE DENSITY MJ - MECH. JOINT NF - NO FITTING AREA GPM/SD. FT. N&C - NIPPLE & CAP sQ. FT. O) HANGER #2CLAMP, ROD AND R TRAPEZE HANGER ATTACHMENT / Hz NGERLIN PE - PLAIN ENDTOTAL.Y.TEM STEEL INSTALLATION ATS PLG - PLUG RE TS PSI n Z-PURLIN T A TOLCO FIG. 58/51 SD. BEAM BRACKET B TOLCO FIG. 58 THRD. BEAM BRACKET W/ (2) }'Xl' TEK SCREW OR �' BOLT AM BECIAMP W/ ( }'X1 TEK FOR 6' PIPE 1/2' X 1 1/2' THROUGH BOLT SC SCREW 3/8' ALL THREAD ROD (}' ALL THREAD ROD FOR 6' -JA G PIPE) 11M 30OPSI GAUGE 41� _IAI 2-1/2. 40 ADJUSTABLE RING HANGER �% `� LOCK VIEW A -A HYDRAULIC INFO. PLATE N RE7ADYDY NUT REWD STRAP ND -THREAD SWIVEL 1/29X1' BOLT 3/B' ALL THREAD ROD r• SCR 40 PPE S V QUICKEND SWIVEL SWAY ALL THREAD ROD cO� HANGER #1 -SIDEWINDER HANGER ATTACHMENT ®`� ADJUSTABLE RING ADJUSTABLE RING HANGER "Z" HANGER - ® SPRINKLER PIPING PURLIN CONSTRUCTION O) HANGER #2CLAMP, ROD AND R TRAPEZE HANGER ATTACHMENT / Hz NGERLIN �. to yB STEEL INSTALLATION ATS cDNSSIDEWDNDER HANGER DETAILS I-�A„ f0 VE'M• T A VICTAULIC B -FLY CNTRL VLV B CHECKVALVE C FLOW SWITCH D 1/2' X 1 1/2' THROUGH BOLT 1/2' X 1 1/2' THROUGH BOLT -- 10" POTTER ALARM BELE F 4 -WAY EQB G 8" UG STUB FFP POC 0 30OPSI GAUGE 0 PRV SET @ 175 PSI J 6 HD. SPARE BOX K HYDRAULIC INFO. PLATE N FLEX COUPLING ND -THREAD SWIVEL 1/29X1' BOLT r• SCR 40 PPE V QUICKEND I BEAM SWIVEL SWAY V QUICKEND SWIVEL SWAY 16 GAUGE Z PURLIN SWAY BRACE ATTACF '�IRACE BIDS, ALL RIGHTS RESERVED. BRACE FITTING BRACE FITTIN FINISH I NPT �. to yB -SWAY .RALE AnAC"ETIT Fra 909 ND-TREAD30' MODEL# ESCUT SIN # CONTRACT NAME SMUCKERS NEW B U I D L I N G ® SSP I BEAM 1650 11.2 }" to 90 30'to 90 ELO-231 PIPE / RISER BRACE PIPE BRACE PIPE TILM •NA PIPE a"\SPROIaFR /-QUICKCLAMP �_QUICKCLAMP CHROME 155° 5.6 }" SWAY BRACE ATTACHMENT TY -FRB SWAY BRACE ATTACHMENT Fac SSP A 160° 25.2 1" TYCO PIPE CLAP FOR SWAY BRACE N/A TY9226 4 -WAY EARTHQUAKE BRACE LATERAL EARTHQUAKE BRACE LATERAL EARTHQUAKE BRACE `� LONGITUDINAL EARTHQUAKE BRACE NON -THREADED BRACE PIPE NTS N/A W4251 PLAN DESCRIPTION :SITE PLAN, SECTION, DETAILS, NOTES JOB# :7517C SSP BRASS 165° 5.6 }^ NON -THREADED BRACE PIPE NON-THREATED BRACE PIPE TY -L NON -THREADED BRACE PIPE NTS SIESMIC ATTACHMENT DETAILS - STEEL CONSTRUCTION SHEET # :1 TOTAL SHEETS FOR PROJECT:3 TO WET TO WET TO RACK TO DRY SYSTEM SYSTEM SYSTEM SPRINKLERS SHOWN ON SEPARATE PERMIT OR OR �. OR N N \ O N E s^ a^ s^ C,' OKOm 0 I D C •- I RISER DETAIL I 11.2 TY5211 HEADS TYP. NEW BUILDING SYSTEM #1 REF. DRAFT CURTAIN H SEPARATING ESFR AND STANDARD SPRINKLER HEADS. 25.2 TY9226 ESFR HEADS E BUILDING DRAFT CURTAIN (SYSTEM #2 SEPARATING ESFR 11.2 TY5211 HEADS TYP. AND STANDARD 11.2 TY5211 HEADS TYP. SPRINKLER HEADS. DRAFT CURTAIN MAP RISER LEGEND A VICTAULIC B -FLY CNTRL VLV B CHECKVALVE C FLOW SWITCH D TEST AND DRAIN VALVE E -- 10" POTTER ALARM BELE F 4 -WAY EQB G 8" UG STUB FFP POC H 30OPSI GAUGE 1 PRV SET @ 175 PSI J 6 HD. SPARE BOX K HYDRAULIC INFO. PLATE N FLEX COUPLING I RISER DETAIL I 11.2 TY5211 HEADS TYP. NEW BUILDING SYSTEM #1 REF. DRAFT CURTAIN H SEPARATING ESFR AND STANDARD SPRINKLER HEADS. 25.2 TY9226 ESFR HEADS E BUILDING DRAFT CURTAIN (SYSTEM #2 SEPARATING ESFR 11.2 TY5211 HEADS TYP. AND STANDARD 11.2 TY5211 HEADS TYP. SPRINKLER HEADS. DRAFT CURTAIN MAP HAZARD SYSTEM FLOW , 1'800 TYPE INSIDE HOS OUTSIDE HOSE AREA PER NCE LLOWANCE SPRINKLER GPM @ SOURCE W/ PS HYD ,SIGN INFORMATION OR HAZARD SYSTEM NUMBER TYPE INSIDE H a• AREA PER ANC, OWANCE (OR) 4@ 0 ANCE OWANCE SPRINKLER SQ. FT. FF I RISER DETAIL I 11.2 TY5211 HEADS TYP. NEW BUILDING SYSTEM #1 REF. DRAFT CURTAIN H SEPARATING ESFR AND STANDARD SPRINKLER HEADS. 25.2 TY9226 ESFR HEADS E BUILDING DRAFT CURTAIN (SYSTEM #2 SEPARATING ESFR 11.2 TY5211 HEADS TYP. AND STANDARD 11.2 TY5211 HEADS TYP. SPRINKLER HEADS. DRAFT CURTAIN MAP WATER SUPPLY INFO. - WATER MAIN STATIC .60 HAZARD SYSTEM FLOW , 1'800 TYPE INSIDE HOS OUTSIDE HOSE AREA PER NCE LLOWANCE SPRINKLER GPM @ SOURCE W/ PS HYD ,SIGN INFORMATION AREA CODEN HAZARD SYSTEM NUMBER TYPE INSIDE H OUTSIDE NOSE AREA PER ANC, OWANCE SPRINKLER GPM@ SOURCE .'1 PSIAVAILABLE WATER SUPPLY INFO. - WATER MAIN STATIC .60 RESIDUAL .42 FLOW , 1'800 DATE :5-5-16 TEST ; SPEEDWAY AVE AND RANCHWOOD CT. ELEV. LOCATION SOURCE FM GLOBAL NFD. HYD ,SIGN INFORMATION AREA CODEN HAZARD SYSTEM NUMBER TYPE REMOTE DENSITY INSIDE H OUTSIDE HOSE AREA PER AREA GPM/SQ. FT. ANCE OWANCE SPRINKLER SQ. FT. NTS TOTAL SYSTEM PSI GPM @ SOURCE w1 PSI AVAILABLE RE TS DRAFT CURTAIN STEEL I -BEAM f� z STANDARD - SPRINKLER HEAD ,SFR HEAD FINISHED FLOOR -0 MIN. CLARENCE BELOW D RAFT CURTAIN DETAIL / J�GROOVED CONNECTION SIZE = 6' A=42' HOSE & B = 46' BRAID PSI = 300 MOVEMENT = 4' -HANGER HOLE (FOR HORIZONTAL INSTALLATION) �1 METRAFLEX FIRE LOOP Scale: NTS OVERHANG DRY SYSTEM SHOWN ON SEPARATE PERMIT GENERAL NO -i EcL tx NOTE: WIRE RESTRAINT TO BE LOCATED WITHIN T-Cr OF A MANGER THE MANGER CLOSEST TO WIRE RESTRAINT TO BE THE TYPE THAT RESISTS UPWARD MOVEMENT. 0 Ix ♦1,• � t x 2* TEK SCREW #12 STEEL NON -TAPPED ANGLE \ BRACKET ` FOUR TIGHTTURNS > \- N12, MOL. WIRE TIGHT WRAPS END OF BRANCH LINE RESTRAINT 200° SSU HEAD GUARD BRANCH LINE TYPICAL IN -RACK SPRINKLER NTS PIPING DETAILS 1. DESIGN, INSTALLATION AND MATERIALS PER FM GLOBAL (DATA SHEETS 2-0 AND 8-9) AND AND AUTHORITIES HAVING JURISDICTION. 2. N/A. 3. ALL MATERIAL TO BE UL LISTED AND/OR FM APPROVED. 4. ALL NEW PIPE TO BE 2" - 4" EDDYFLOW. 6" TO BE SCH.10. 1" TO BE EDDYTHREAD UNO. 5. ALL NEW FITTINGS TO BE CAST IRON THREADED OR GROOVED. 6. ALL NEW PIPING TO BE PROPERLY FLUSHED AND TESTED. 7. ALL MONITORING AND SUPERVISION IS BY OTHERS. 8. ALL ARMOVERS OVER 2'-0" IN LENGTH TO BE HUNG. 9. DEFLECTOR DISTANCE TO BE 1"-12" BELOW BOTTOM OF METAL DECKING. 10. PREPARE AND SUBMIT PLANS AND SPECIFICATIONS OF THE SPRINKLER SYSTEM TO THE LOCAL FIRE DEPARTMENT PRIOR TO BEGINNING CONSTRUCTION. 11. INSTALLATION OF THE SPRINKLER SYSTEM SHALL NOT BE STARTED UNTIL COMPLETE PLANS AND SPECIFICATIONS HAVE BEEN APPROVED BY THE LOCAL FIRE DEPARTMENT. 12. AT VARIOUS STAGES AND UPON COMPLETION, THE SYSTEM MUST BE TESTED IN THE PRESENCE OF THE ENFORCING AGENCY. 13. AREA 1 TO ALLOW FOR FUTURE MULTIPLE ROW RACKS PER NFPA 13 FIG. 16.2.1.3.2 (B) 14. TOTAL AREA OF PROTECTION SYSTEM 1 = 32,000 SQ. FT. 15. TOTAL AREA OF PROTECTION SYSTEM 2 = 12,000 SQ. FT. 16. ROOF CONSTRUCTION TO BE OBSTRUCTED STEEL PURLIN CONSTRUCTION. 17. PER CONTRACTOR, ALL ROLL UP DOORS ARE MOTORIZED PULL-UP, SPOOLING, VINYL TYPE THAT WILL NOT CREATE AN OBSTRUCTION TO OVERHEAD SPRINKLERS TYP. PERMIT # ...I REVIEW# FOR CODE COMPLIANCE BUTTE COUNTY DEVELOPMENT SERVICES By: Date: D(L REVIEWED FOR COD OOMPHBY- E This set of ans shall be kept at the building site for th use by the Field DATE Inspector. Reviewed plans shall not be changed, modified or altered without authorization from the Buildingand Fire Official. Thisreviewshall not be construed as an approval to violate any provisions of the Build- ing and Fire Codes and regulations of theAuthority Having Jurisdiction. ROTE r/ These plans have been reviewed for compliance with the following codes: 44/ CBC NFPA13 z ,° �� ZLu y CFC NFPA72 LASSIFICATION NFPAI3D iC-16 0 OTHER LICENSE NO. INTERWEST CONSULTING GROUP #783132 \Q 9TF0 CALiFO�� i, THIS DRAWING IS PREPARED BY FOOTHILL FIRE PROTECTION FOR ITS EXCLUSIVE USE r>r copy AND IS GUARANTEED ONLY WHEN FOOTHILL FIRE PROTECTION IS THE INSTALLING CONTRACTOR. THIS IS NOT TO BE DISTRIBUTED FOR OBTAINING NTS BIDS, ALL RIGHTS RESERVED. FP -1 YM CNT TYPE FINISH TEMP K NPT ORIF MFG. MODEL# ESCUT SIN # CONTRACT NAME SMUCKERS NEW B U I D L I N G ® SSP BRASS 1650 11.2 }" 'i" TYCO ELO-231 N/A TY5111 37 SPEEDWAY AVE., CHICO, CA SSP CHROME 155° 5.6 }" TYCO TY -FRB 401 -CHROME TY323 SSP BRASS 160° 25.2 1" TYCO ESFR-25 N/A TY9226 ssu BRASS 160" 8.0 " " Tyco TY -B N/A W4251 PLAN DESCRIPTION :SITE PLAN, SECTION, DETAILS, NOTES JOB# :7517C SSP BRASS 165° 5.6 }^ Tyco TY -L N/A W3211 DATE5-12-16 SCALE: NOTED DESIGN:CR CHK:AM SHEET # :1 TOTAL SHEETS FOR PROJECT:3 DESIGN -INSTALLATION -INSPECTION -REPAIR PAGE TOTAL PROJECT TOTAL = 604 170 ,RMA CT. - CHICO, CA 95928 CONTRACT : Nvss FIRE DEPT. :BUTTE COUNTY FIRE DPT. FAX (530) 013 (53CONT 3t IC. ADDRESS :30 SEVILLE CT. ADDRESS :7 COUNTY CENTER DR. FIRE PROTECTION, INC. NO. 783132 C-1613 PHONE# :530.345.7296 INSP. ; MATT DAMON PHONE# : 530.538.7601 ZI r>r copy (E) BUILDING SYSTEM #2 1 ' I NEW 8" FIRE 2 I SPRINKLER RISER g I + I,iNEW NEW 6" FIRE " WILKINS SPRINKLER RISER °W 375ADA STANDARD FDC z; 0 E & W/ FDC POST INDICATOR CITY MAIN KEY GATE ® PENDENT W/ 401 TRIM SPEEDWAY AVE, SITE PLAN RHANG RYESYSTEM j SHOWN ON SEPARATE PERMIT Scale: 1/32" = V-0" REVISIONS NO. DATE REVISION 1 1 7-20-161 PLAN REVIEW COMMENTS SPRINKLER LEGEND GENERAL 0 UPRIGHT ON A SPRIG m FIRE SPRINKLER RISER 0 UPRIGHT ON A LINE W SWITCH .Q. FLOW Oo UPRIGHT AND PENDENT OUTLET o ELECTRIC BELL OQ UPRIGHT AND PENDENT DROP STANDARD FDC O UPRIGHT W/ HIGH TEMP HD POST INDICATOR 0 PENDENT W/ SEMI -RECESSED TRIM KEY GATE ® PENDENT W/ 401 TRIM •� FIRE HYDRANT DRY PENDENT AM THRUST BLOCK 0 PENDENT W/ HIGH TEMP HD �. 2 -WAY E.Q.B. PENDENT W/ CONCEALED TRIM - BOT. OF DECK 4 -WAY E.Q.B D HORIZONTAL SIDEWALL - BOT. OF JOIST NIC - NOT IN CONTRACT D PIPE ELEV. CHANGE O CALCULATION NODE —] CAP -f-($ PIPE HANGERS $ COUPLING (E) O.S.&Y. VALVE PIV - POST INDICATOR VALVE PIPING GENERAL AFF -ABOVE FIN. FLR. FOW- FACE OF WALL AV - ANGLE VALVE GLB - GLULAM BEAM AO -ARM OVER BE VALVE GV - GLOBE AS -AUTO. SPRINKLER HGR-HANGER ASR -AUTO. SPRK. RISER JST -JOIST BOB - BOT. OF BEAM LVL -LEVEL BOD - BOT. OF DECK (N) - NEW BOJ - BOT. OF JOIST NIC - NOT IN CONTRACT CHKVA - CHECK VALVE NTS - NOT TO SCALE COE - CHANGE OF ELEVATION PI POST INDICATOR (E) - EXISTING PIV - POST INDICATOR VALVE EQB - EARTHQUAKE BRACE SLP -SLOPE FDC - FIRE DEPT. CONN. SP - STANDPIPE FHC - FIRE HOSE CAB. STB - STEEL BEAM FHR - FIRE HOSE RACK UNO- UNLESS NOTED FOB - FACE OF BLOCK OTHERWISE FOC - FACE OF CONC. WMG WATER MOTOR GONG FOS - FACE OF STUD n aai- PIPING WATER SUPPLY INFO. - WATERMAIN HYD_RAt4.K RED -REDUCING AREA SCR - SCROW TEM F NUMBER TC - THRD. CPLG. Q FLOW' $OO DATE :5-5-16 TF - THRDI. FLG. STATIC .6ORESIDUAL REMOTE AREA TBE - THIRD. BOTH ENDS SO. FT. THRD-THREAD ELEv. SPRINKLER TOE -THRD.. ONE END TOTALSYSTEM TOL - THRD.. OUTLET REOUIR TRC -THRD. TED. CPLG. HYD ESIGN INFORMATION T&G - THRD. & GRV. AND IS GUARANTEED ONLY WHEN FOOTHILL HYD WF - WLD. !FLG. AREA N CODE AREA WILD - WELD NUMBER NUMBER CI - CAST IRON COJ - CUT ON JOB CPLG COUPLING CTF - CUT TO FIT DI - DUCTILE IRON FLG -FLANGE GC - GRV. CPLG. GRC - GRV. RED. CPLG. GRV-GROOVE GBE - GRV. BOTH ENDS GOE - GRV. ONE END GOL - GRV. OUTLET MI - MALLEABLE IRON MJ - MECH. JOINT NF - NO FITTING N&C - NIPPLE & CAP PE - PLAIN END PLG - PLUG REMOTE AREA SO. FT. TOTAL SYSTEM CODE N r- P'P CODE N I- P/k ❑0 2" BRAN LINE FLOAT MAIN (E) WAREHOUSE BRANCH LINES TO BE HUNG @ 10" q- B.O.D. MAINS TO BE HUNG 10'-6" € A.F.F. SECTION VIEW - EXISTING BUILDING COUPLINGS AT RIDGE J" 165"J BRASS SSP 8"Z PERLI 4" FEED Scale: ilb- = r -u 106]0 DENSITY GPM/SO. FT. PSI HAZARD INSIDE HOS OUTSIDE HOSE NCE LOWANCE GPM @ SOURCE W/ HAZARD INSIDE H OUTSIDE HOSE GPM @ SOURCE V SECTION VIEW - UNDER CONVEYOR TYPE SSP SSP SSP SSU SSP PAGE TOTAL CONTRACT :NVBS ADDRESS :30 SEVILLE CT. PHONE# :530.345.7296 PERMIT# RUTTE COUNTY DEVELOPMENT SERVICES Iti`IEWED FOR CODE COMPLIANCE DATE _. _ _ _ ..____ B scale: 1/8" = r -u" /EYOR SORTS ;EMAIN REVIEWED i -OR CODE COMPLIANCE DEC 0 6 2016 I NTERWEST CONSULTING GROUP WATER SUPPLY INFO. - WATERMAIN TEM F THIS DRAWING IS PREPARED BY FOOTHILL Q FLOW' $OO DATE :5-5-16 E STATIC .6ORESIDUAL .42 .1 AREA PER TEST : SPEEDWAY AVE AND RANCHWOOID CT. ELEv. SPRINKLER LOCATION SOURCE OO : FM GLOBAL i BLE INFO. HYD ESIGN INFORMATION AND IS GUARANTEED ONLY WHEN FOOTHILL TEM AREA N CODE HAZARD SYSTEM FT�yy: E NUMBER TYPE AREA PER REMOTE DENSITY INSIDE HO OUTSIDE HOSE AREA PER SPRINKLER AREA GPM/SO. FT. ANCE OWANCE SPRINKLER SO. FT. THIS IS NOT TO BE DISTRIBUTED FOR OBTAINING n aai- TOTAL SYSTEM PSI GPM @ SOURCE w/ PSI AVAILABLE TYPE SSP SSP SSP SSU SSP PAGE TOTAL CONTRACT :NVBS ADDRESS :30 SEVILLE CT. PHONE# :530.345.7296 PERMIT# RUTTE COUNTY DEVELOPMENT SERVICES Iti`IEWED FOR CODE COMPLIANCE DATE _. _ _ _ ..____ B scale: 1/8" = r -u" /EYOR SORTS ;EMAIN REVIEWED i -OR CODE COMPLIANCE DEC 0 6 2016 I NTERWEST CONSULTING GROUP PROJECT TOTAL = 604 FIRE DEPT. : BUTTE COUNTY FIRE DPT. ADDRESS :7 COUNTY CENTER DR. INSP. :MATT DAMON I PHONE# : 530.538.7601 FOOTHILL FIRE PROTECTION, INC. DESIGN - INSTALLATION - INSPECTION - REPAIR 170 ERMA CT. - CHICO, CA 95928 (530) 826-3013 FAX (530) 893-3013 CONT. LIC. NO. 783132 C-16 THIS DRAWING IS PREPARED BY FOOTHILL FIRE PROTECTION FOR ITS EXCLUSIVE USE AND IS GUARANTEED ONLY WHEN FOOTHILL FIRE PROTECTION IS THE INSTALLING CONTRACTOR. THIS IS NOT TO BE DISTRIBUTED FOR OBTAINING BIDS, ALL RIGHTS RESERVED. FP -2 FINISH TEMP K NPT ORIF MFG. ESCUT SIN# CONTRACT NAME SMUCKERS NEW BUIDLING BRASS 165° 11.2 TYCO 231 7ESFR-25 N/A TY5111 37 SPEEDWAY AVE., CHICO, CA CHROME 155° 5.6 }" TYCO RB 401 -CHROME TY323 BRASS 160° 25.2 1" TYCO N/A TY9226 DETAILS NOTES DESCRIPTION SECTION,J PLAN DESCR :SITE PLAN •S > > o6 # .7517C TY4251 BRASS 160° 8.0 TYCO TY -B N/A BRASS tl6;t 5.6 }" }" TYCO TY -L N/A TY3211 DATE 5-1 2-1 6 I SCALE: NOTED DESIGN:CR CHK:AM I SHEET # :2 TOTAL SHEETS FOR PROJECT:3 PROJECT TOTAL = 604 FIRE DEPT. : BUTTE COUNTY FIRE DPT. ADDRESS :7 COUNTY CENTER DR. INSP. :MATT DAMON I PHONE# : 530.538.7601 FOOTHILL FIRE PROTECTION, INC. DESIGN - INSTALLATION - INSPECTION - REPAIR 170 ERMA CT. - CHICO, CA 95928 (530) 826-3013 FAX (530) 893-3013 CONT. LIC. NO. 783132 C-16 An 10 O z� C [� .es.�e ton *d' �,o'`� 4pz z e0 o *1 FLEX COUPLINGS AT PEAK PIPE DOWN TO RACK R _ SPRINKLERS BELOW. SEE FP -3(3) 4d, aR1 �' /•! b�' �Q'`' *Oti *pti 111 `IV I Sla ph 117 Oua O *°h I °1. � i.. ,v- - ♦ . P P e 0 e E E P E e E e e e z e °� +& lee H t +�°°h'° J L ° ♦tRO�` ��°� *otic *°� *oti *oti°h*o� 4p� +�p�°� +�p� Kph *p� gyp' 0 h♦b P P E _ P e z e e e e E E e e e 1-11 9-6 wo-� e e 0 NICO H � H V&*Oti *pti *°R*oti *oti *pti *pti *oti *°h *Otis aes R♦�+ z e e E e 2 e e e e e e e e P ft iso Fri PIPE DOWN TO RACK C C SPRINKLERS BELOW. "O a °2 SEE FP 3(4) V 8 O azo �*� ti's ti � `•L .�....._. , o k , , � � ti � _...___._ 6 p _.._ 6618-7 1 * P e e0 a 0 e a 0e a 0e aI ry R O *&� *Oti°� *°hoti $oti roti°ti +°ti +oR°tib +oti +oti ♦A++� P P e P E e e e9 140— e E e P P E 91/P O " wa GENERAL WAREHOUSE O*p,�0,` ��.°��°~°� +1k°� +Il•°~ +k°hih°, �k°1 +b°1 +E°� �k°� +Il<°R ,R°�' ,R°�' ,h°ti {,°1 ,,1�' P E e P e e e e e e P e e P e e� ♦e 1' ,p E YUILDING MAIN PIPING DETAIL 7 C ♦E _ _..._.... ti Rti ti ti 12 12 � 9e NdQ1& z a � � A A 7u 14 0 gh p{II��ae_ll� *0'S BRA H LINES TO BE O O BRANCH LINES TO BE HUN 0 12"1 B.O.D. 4d"*Oti *Oti �°h tOti 4d, *Oti HUNG 12"t B.O.D. p MAINS TO BE HUNG M IN 26-0't BE �/' °n� A 25'-0"t A.F.F. — — — — deo O � � q *° ♦° ��°� yr°� t°� toy rzo• �zoRrlto� toy rao�o�o� *oR +o�o�o� +o� b+ � 2 E e e if e E 10 e e e e E E E e LONGITUDINAL F INFLUENCE 6; ' O .p _ _ _ G _. ' PR66 cf ST6RAG azs°2 �b� vow *°�R MAXIMUM HEIGHT @ 12'/0"°ti o��°ti Opti roti �► E P e e e e! I 1 r` g, PIPE DOWN TO RACK //-,/—/ / L SPRINKLERS BELOW. EADS TO BE PIPED O SEE FP -3(4) O+�►' BELOW (E) _ ® �. V°�• q0,' �F°ti !°ti , °ti *°h*°ti *pti *pti 4d,*Oti 4p* ,t,Oti ,hOti *pti *I& +�+ CONVEYOR 2 e e E up 149 e e e E .... ..».. ..� +V.../.yl ........,.�.. ___--_.,. �,.. ...�....._.. .... } � (J ._.-.. � 6p]€q1! 19 +R°2 F• -i !-3 FFEE€ �� �" �" �� 11d aMW iii R�Mes A ¢N eii 8 �8&i. R `R 90� m xen� �m�•a N• F ISTING OVERHEAD VEY❑R aze a b' 2 �e° °ti °ti ��° oti �e°R °ti °, h �, �e�' °� z Z a1 LATERAL SEISMIC €€€ O P E 2 e O 9-4 2 '2 E P 7- 2-3 2♦ ZONE OF e e 9 4 a 9 4 E e e 1 4VA It ye 9 4 z ee z INFLUENCE a O __ __ ___ ... _. L_ p2 ti._ 6 _ '1 0 X02 ®+„•. f� - O z O _ �. T , '>r o� — — mor- - — — ��S�o _ _ oti _ _o ♦ - O� k N O� k N N N - o` h 6az o 4'-0" AISLE TO BE KE T CLEAR-/ *p�*o"' BELOW DRAFT CU IN �► 1 1 1 1 .a$ ,,I► N d SEPARATING ESF AND Q *°, °^'� 10 *pti �°ti �°h+z°� O,aa �°ti O,z, �°ti Q O.ae �°ti �°h I *°ti *°• �°ti 4d` STANDARD SPRINKLE HEADS.. 01 9_14 10 T*° * lip oti � 41 1.h 4p 4p OA *pti �,°�• 1F �Iz 1h *ph*pti• `% *pti ato ,�Oti as O'ti OR - Oti Oti O~ Off' ear s at'+ aaa k, y+ pti 9-66 oti 1 oti -fI aza � •-� .........ate.... -r..... i � 1��� N � 40,® N 40 \ 1 h 4�02+ *pti * O♦h 'l°1 V° *°~ 4°� 1F°1 *°hiF°% 1F°1 �l°1 °� #°1 $°h �Ik°� iF°� Il°� 1F°, •o �1. uap 1 N N •,y 0 � N N s =� �[ - � oti ! .o Scale: 1/8" = V-0" " IPE DOWN FROM FEED LINE ABOVE. ® ♦'�Q'ti eoiQ'ti eoap'ti a OsQ� OQ1 ap6 +O'ti FLEX COUPLINGS AT THE TOP AND Area 6 - 8 HEADS BOTTOM OF 3" DROP. 8 - 8.OK SSU @ 30PSI PROVIDE FLEXIBLE COUPLINGS ON THE HORIZONTAL PORTION OF THE IN -RACK SPRINKLER PIPING WITHIN 2 FT. OF THE CONNECTIONS TO VERTICAL PIPE DROPS. IN RACK PIPING PLAN - LARGE PIPE DOWN FRO FEED LINE ABOVE. O'1bQ� Area 1 4§Y v FLEX COUPLINGS AT 2011. 2K SSU @ 7PSI THE TOP AND BOTTOM OF 3" DROP. 1!p *O'�• 101 ph p0�0Too plos a", el"* ��0,�`•L e e *01 -e e *p1 e PIPE DOWN TO RACK NKLSPRIRS BEL OW. ,RO'ti - ios pR*p'ti i07 *p'� 8*� SEEE P 3(31 2 e e *1 FLEX COUPLINGS AT PEAK PIPE DOWN TO RACK R _ SPRINKLERS BELOW. SEE FP -3(3) 4d, aR1 �' /•! b�' �Q'`' *Oti *pti 111 `IV I Sla ph 117 Oua O *°h I °1. � i.. ,v- - ♦ . P P e 0 e E E P E e E e e e z e °� +& lee H t +�°°h'° J L ° ♦tRO�` ��°� *otic *°� *oti *oti°h*o� 4p� +�p�°� +�p� Kph *p� gyp' 0 h♦b P P E _ P e z e e e e E E e e e 1-11 9-6 wo-� e e 0 NICO H � H V&*Oti *pti *°R*oti *oti *pti *pti *oti *°h *Otis aes R♦�+ z e e E e 2 e e e e e e e e P ft iso Fri PIPE DOWN TO RACK C C SPRINKLERS BELOW. "O a °2 SEE FP 3(4) V 8 O azo �*� ti's ti � `•L .�....._. , o k , , � � ti � _...___._ 6 p _.._ 6618-7 1 * P e e0 a 0 e a 0e a 0e aI ry R O *&� *Oti°� *°hoti $oti roti°ti +°ti +oR°tib +oti +oti ♦A++� P P e P E e e e9 140— e E e P P E 91/P O " wa GENERAL WAREHOUSE O*p,�0,` ��.°��°~°� +1k°� +Il•°~ +k°hih°, �k°1 +b°1 +E°� �k°� +Il<°R ,R°�' ,R°�' ,h°ti {,°1 ,,1�' P E e P e e e e e e P e e P e e� ♦e 1' ,p E YUILDING MAIN PIPING DETAIL 7 C ♦E _ _..._.... ti Rti ti ti 12 12 � 9e NdQ1& z a � � A A 7u 14 0 gh p{II��ae_ll� *0'S BRA H LINES TO BE O O BRANCH LINES TO BE HUN 0 12"1 B.O.D. 4d"*Oti *Oti �°h tOti 4d, *Oti HUNG 12"t B.O.D. p MAINS TO BE HUNG M IN 26-0't BE �/' °n� A 25'-0"t A.F.F. — — — — deo O � � q *° ♦° ��°� yr°� t°� toy rzo• �zoRrlto� toy rao�o�o� *oR +o�o�o� +o� b+ � 2 E e e if e E 10 e e e e E E E e LONGITUDINAL F INFLUENCE 6; ' O .p _ _ _ G _. ' PR66 cf ST6RAG azs°2 �b� vow *°�R MAXIMUM HEIGHT @ 12'/0"°ti o��°ti Opti roti �► E P e e e e! I 1 r` g, PIPE DOWN TO RACK //-,/—/ / L SPRINKLERS BELOW. EADS TO BE PIPED O SEE FP -3(4) O+�►' BELOW (E) _ ® �. V°�• q0,' �F°ti !°ti , °ti *°h*°ti *pti *pti 4d,*Oti 4p* ,t,Oti ,hOti *pti *I& +�+ CONVEYOR 2 e e E up 149 e e e E .... ..».. ..� +V.../.yl ........,.�.. ___--_.,. �,.. ...�....._.. .... } � (J ._.-.. � 6p]€q1! 19 +R°2 F• -i !-3 FFEE€ �� �" �" �� 11d aMW iii R�Mes A ¢N eii 8 �8&i. R `R 90� m xen� �m�•a N• F ISTING OVERHEAD VEY❑R aze a b' 2 �e° °ti °ti ��° oti �e°R °ti °, h �, �e�' °� z Z a1 LATERAL SEISMIC €€€ O P E 2 e O 9-4 2 '2 E P 7- 2-3 2♦ ZONE OF e e 9 4 a 9 4 E e e 1 4VA It ye 9 4 z ee z INFLUENCE a O __ __ ___ ... _. L_ p2 ti._ 6 _ '1 0 X02 ®+„•. f� - O z O _ �. T , '>r o� — — mor- - — — ��S�o _ _ oti _ _o ♦ - O� k N O� k N N N - o` h 6az o 4'-0" AISLE TO BE KE T CLEAR-/ *p�*o"' BELOW DRAFT CU IN �► 1 1 1 1 .a$ ,,I► N d SEPARATING ESF AND Q *°, °^'� 10 *pti �°ti �°h+z°� O,aa �°ti O,z, �°ti Q O.ae �°ti �°h I *°ti *°• �°ti 4d` STANDARD SPRINKLE HEADS.. 01 9_14 10 T*° * lip oti � 41 1.h 4p 4p OA *pti �,°�• 1F �Iz 1h *ph*pti• `% *pti ato ,�Oti as O'ti OR - Oti Oti O~ Off' ear s at'+ aaa k, y+ pti 9-66 oti 1 oti -fI aza � •-� .........ate.... -r..... i � 1��� N � 40,® N 40 \ 1 h 4�02+ *pti * O♦h 'l°1 V° *°~ 4°� 1F°1 *°hiF°% 1F°1 �l°1 °� #°1 $°h �Ik°� iF°� Il°� 1F°, •o �1. uap 1 N N •,y 0 � N N s =� �[ - � oti ! .o Scale: 1/8" = V-0" " IPE DOWN FROM FEED LINE ABOVE. ® ♦'�Q'ti eoiQ'ti eoap'ti a OsQ� OQ1 ap6 +O'ti FLEX COUPLINGS AT THE TOP AND Area 6 - 8 HEADS BOTTOM OF 3" DROP. 8 - 8.OK SSU @ 30PSI PROVIDE FLEXIBLE COUPLINGS ON THE HORIZONTAL PORTION OF THE IN -RACK SPRINKLER PIPING WITHIN 2 FT. OF THE CONNECTIONS TO VERTICAL PIPE DROPS. IN RACK PIPING PLAN - LARGE PIPE DOWN FRO FEED LINE ABOVE. O'1bQ� ♦�+ 4§Y v FLEX COUPLINGS AT THE TOP AND BOTTOM OF 3" DROP. Scale: 1/8" = V-0" FLEX COUPLINGS ATFLEX COUPLINGS AT THE TOP AND THE TOP AND BOTTOM OF 3" DROP. BOTTOM OF 3"DROP. ♦ �o �o �O ,�o ,�o �O �o �O ,�o ,�o ,�o♦ 2 2� 2 2 2 2 2 2 2 EIPEDOWN N I N I NN NNlipCu FROM PIPE DOWN FRO FEED LINE ABOVE. FEED LINE ABOVE. A PROVIDE FLEXIBLE COUPLINGS ON THE HORIZONTAL PORTION OF THE IN -RACK SPRINKLER PIPING WITHIN 2 FT. OF THE CONNECTIONS TO VERTICAL PIPE DROPS. IN RACK PIPING PLAN - SMALL SWING JOINT @ TOP OF RISER NIPPLE BRANCH LINES TO BE 2 HUNG 10" t B.O.D. PIPE ONE HEAD P — DOWN TO BAG MAINS TO BE HUNG HOUSE BELOW 101-6" t A.F.F. 77 TTS EXISTING OVERHEAD ONVEY❑R 1 N a06 � N C N N P' N ® NLN 1 N N I N N 11"Ij � �/NT � ....•�........ ......."."^. a..„,.,,,,..w � E”? pti h OWN pti h 0-6N pti R 0-6N °'t h 0"6 **o . d @oti 1 D Oh oh Oh , k OM °k t * t 8" Z -PE LIN 5. * OR *Ok ib $ ON C TER. Nm N # ,�Oti *Oti I *Oti *O�' Off' Oti' ,ROti ,hOti 1 N W 1 N NN F NN of I-Eqf N I N N I ua ail O O © Area 2 Oma' 6 I aer 1 1 12 25.2K SSU @ 7 PSI 1 1 405 ALL FR HEADS TO BE O 03 �' '�`° Z W �rOnJ• *pti *pti *oti 1F°R*oti �`°ti *� 't°ti I *pti *ph *pti• *pti *pti *Oti O� '� N ,0�' *pti *p't *p'ti *oti *pti *p'ti *p'ti *pti o'ti N *pti �VO N *Oti _� * 6 N N N N N N N N N DRY -TYPE SYSTEM WIT IN•B-4BI' OF B.O.D.wi-ij I i9-6 IV I I 00 14-3 IL "0 dp (E) WA HOUSE Oaez 1, �' �' �' ' SPROUTING OPEF t 'IONS �' 1 1 � aro Ny N Cu N N I N� N� N� N 4 4 ti 4 0+ + D 4 + 6 + A+ .+ O O 9iz °�oti v °` ��Op . °' $ °R °' v°� °~gam°°ti ♦°~ ` zll ♦ e°�°R��°� ♦� °~ gvo�'O�b'♦ ��0� *per b+ N N 1� N �O°'�' N �l P)E .. .. -0 1-0 ..211A off' 4j Oti Oti N Oti N Oti N Oti N Oti N ~ Oti N Oti N N 'b 1 -DOS CIO _...... .'[ ..r. f ...... _..-.. .-..._ .......-. ....... ........ 1 .. .......... ........ ......... ..... N -......- -........ ...-..- ....._.. �..-....-- -....� 1� ...-.- ........-....... ,-..... .......... .......- ........ ......... ......Y ......-... .-...... ._.._ �° •••� O` � � tI! N N Cu N N --...- _-....-.. � ........,. � •---•--...... � ..- ._..... � � € e% N N PEAK- _._...-......._._... ,.- ............... ,...._. _ oti � oti � oti oti �, .. PEAK �..'R• .....--....-- ..-.� _.... .......- ......-- .- -..-.. .--- ..� -...- _.....- �.-i -.- .-� -APO i6-.... .�.--..... .1�1..... _-..- -.� O N Y Q N Y N Y QQN Y N Y N Y N Y N Y N Y N Y N Y N 1 Oy O O� OOk t Oh O� C1� +� �� R y h h * k y k A h R h A 1 k LEX COUPLINGS �5O'ti O3"' �� O"ti ,� �� Oh O' Oti' g� Oti O dt O ger pti ORO Oti' g� Oti' Off' g�. Oy N *p N b p N p N b N N v N .b 1 N p N p I N T p N Y p N O ♦F * P #1 z +! IF ! 'IF * % �! 1! 'IF #� i� +! .o it< * �•- 1F +R i� .b il< +�-!0`1F° AT PEAK 4'-0" AISLE TO BE KE CLEAR z z z P 1-1 z M z 2 2 z z 2 z z 2 2 2 z oti oti oti oti oti oti oti oti oti oti * +� * * * +� * + * 3- ll 4-0 3-3 -ll ll 3 7 7-1 -6 5 2+0 5-0 7-9 2 1- 5 9 7-11 2 4 - 6� - O I O 8.1r O i BELOW DRAFT CU AIN z-�I € +° Ij SEPARATING ESF AND 4 *oti 4 *oti O *°ti *oti O *oti h O *oti O *oti *oti *oti *o'� N 4 N 4 N N 9' N N I N 4 N 9 N N 4 N R STANDARD SPRINKLE HEADS. \ ��° 0'S Oata O 2 �Qh' OI **oo + N d �.DRYING BEDS SPROUTING ROOM wNd N Nd N d N °� O +o%p o� ap, 01 %O*� *d, }�*o�*2 z *o 2 *oo*°O * 7 P 1 a 2 �2 2 2 z 2 2 2 2 2 2 P 2 2 z *o � O O i3 e z- 0-H ,L ti ti #dti *oti *° *o *oti *dti +dti +oti +oti N 1 Qn� Nff d N Nd �Ql1,Y N Nd Nd N my-_ I N g i 3. 0 _ 0 °Z .... 476 t t �°? o ra6. 6. 6. 1 C� o SHOWN ON SEPARATE PERMIT Scale: 1/8" = V-0" EXISTING OVERHEAD CONVEYOR 2 7 2 oti° O R Q�i° *@ OoogO ti O� ® b p*°*+*°hae +pti o� 2 P 2 P 2 2 a2me P �P 2 z 2 2 2 2 bez roti P + 2-.R O0-31 0-7k N N x w x N N x N x lV I lU 1 w j 6 I UTILITY ROOM �`° +°� " +°ti *°ti°ti 00 � O O O O O I aao _ _ _ ,�. _ ;: p%,-, *°ti +�°ti'l�' +� +�°till °ti +roti A , +�°ti °ti'l6 RP 11 +oti �°ti 1 � O +� s �.0� N m as � oti vQgoo #oti ass +oti a�z 0v0 t°ti +>k°RD '�°ti _ 0tiO +oti C� +oti *°ti roti N d O'� N d 0'� N O!� N d O'� N N d N d N d N d N d z 2 '(' 2 2 2 2 2 z g�0 g�0 g�0 g�0 Oti 1 0 0 0 0 0 0 0 0 o N o 0 ti r o O O t 2- 7-2 2 7 2- 8 2 z -11 W ARap ti @ra �!°tiO R°ti #°ti� i4°tilf� O� 'R°ti *°ti O� >1F°tiO 1F°tiw- ,Ads °°1 ` >!l°ti� *° 0 1-i P-� o -3E o -u �° +� �4y tiK ERMIT # ��•° : 4 0 6� *° 4 _♦ 4 *° '♦ 4 ° 4 4 ° ♦ 4 *° 4 -,♦ ° 4 *° .♦ 4 *° .♦ ° 4 ..♦ °� ♦ BUTTE COUNT Y DEVELOPMENT SERVICES _ - ______.m.m. . N N� N 1 N� N N-, N N Nti N .1..^ o �► �® �� ®_ ®_ ® �� –° FEVIE��D FOR STORAGE AREA BELOW 12'. Z7.3-'3/2500 © •' *+♦t BRANCH LINES TO BE 24 -SSP CALCULATED ALL WALLS ARE NOT FULL ®® HUNG 10"t B.O.D. RIOR CODE COMPLIANCE HEIGHT TYP. CEILING TO BE A 10'-6-rLTF.F. OVERHANG ROOF MAINS TO BE HUNG LINE INSULATED PANELING @ A ATE By 1 '-0" A.F.F. NEW 6" FIRE SWING JOINT@TOP NEW " FIRE OFRISERNIPPLE SPRINKLER RISER P — SPRI qKLER1 RISER NEW8"FIRE 3 gQR0TECT/( Cj'� SPRINKLER RISER v� o QII pR M RE V I EV ED , o` °� FOR CODE COMPLIANCE � o , coo o- w z p DEC 0 6 2016 a U I LASbFICATION y " EC -16 O A B C D E *���� /LICENSE NO. � I NTERWES�" A A B s 9 #783132 CONSULTING GROUP WALL LEGEND OPCAL�FO�. FIRE SPRINKLER PIPING PLAN FULL HEIGHT WALL i THIS DRAWING IS PREPARED BY FOOTHILL 1 Scale: 3/32" = V-0" FIRE PROTECTION FOR ITS EXCLUSIVE USE AND IS GUARANTEED ONLY WHEN FOOTHILL FULL HEIGHT WALL FIRE PROTECTION IS THE INSTALLING CONTRACTOR. THIS IS NOT TO BE DISTRIBUTED FOR OBTAINING BIDS, ALL RIGHTS RESERVED. FP3�' SPRINKLER LEGEND GENERAL PIPING HYD DESIGN INFORMATION WATER SUPPLY INFO. -WATER MAIN SYM CNT TYPE FINISH TEMP K NPT ORIF MFG. MODEL# ESCUT SIN# a' - REVISIONS CONTRACT NAME SMUCKERS NEW BUILDING Q UPRIGHT ON A SPRIG AFF -ABOVE FIN. FLR. FOW- FACE OF WALL CI - CAST IRON RED -REDUCING AREA SYSTEM ® 498 SSP BRASS 165° 11.2 TYCO ELO-231 N/A TY5211 FIRE SPRINKLER RISER CODE HAZARD "60 :42 :1800 :5-5-16 FLOW SWITCH AV ANGLE VALVE GLB- GLULAMBEAM COJ -CUT ON JOB SCR -SCREW NUMBER TYPE STATIC, RESIDUAL FLOW DATE 37 SPEEDWAY AVE., CHICO, CA r 3 SSP CHROME 155° 5.6 } �" TYCO TY -FRB 401 -CHROME TY323 UPRIGHT ON A LINE .Q AO - ARM OVER GV - GLOBE VALVE CPLG- COUPLING TC -THRD. CPLG. N0. DATE REVISION 0 UPRIGHT AND PENDENT OUTLET a ELECTRIC BELL AS AUTO. SPRINKLER HGR-HANGER CTF - CUT TO FIT TF -THRD. FLG. REMOTE DENSITY NSIDE MOS OUTSIDE HOSE AREA PER TEST :SPEEDWAY AVE AND RANCHWOOD CT. ELEv. 90 SSP BRASS 165° 25.2 ^ v TYCO ESFR-25 N/A TY9226 1 7-20-16 PLAN REVIEW COMMENTS OO UPRIGHT AND PENDENT DROP - - STANDARD FDC ASR -AUTO. SPRK. RISER JST -JOIST DI - DUCTILE IRON TBE -THRD. BOTH ENDS SQ. FT GPM/SQ. FT. NCE LLOWANCE SPRINKLER LOCATION BOB BOT. OF BEAM LVL -LEVEL FLG -FLANGE THRD-THREAD SOURCE a ssu BRASS Iso° B.o Tyco TY -B N/A TY4151 PLAN DESCRIPTION :FIRE SPRINKLER PIPING LAYOUT JOB# :7517C UPRIGHT W1 HIGH TEMP HD -� POST INDICATOR BOD BOT. OF DECK (N) - NEW GC - GRV. CPLG. TOE - THRD. ONE END TOTALSYSTEM OF : FM GLOBAL 5 SSP BRASS 165° 5.6 }^ }^ TYCO TY -L N/A TY3211 2 310-11-16 PLAN REVIEW COMMENTS 0 PENDENT W/ SEMI -RECESSED TRIM -$-KEY GATE PSI GPM@SOURCE W/ PS BLE INFO. DATE:5-12-16 SCALE :NOTED DESIGN:CR CHK:AM SHEET#:3 TOTAL SHEETS FORPROJECT:3 ® PENDENT W/401 TRIM BOJ BOT. OF JOIST NIC - NOT IN CONTRACT GRC - GRV. RED. CPLG. TOL - THRD. OUTLET REQUIR �Q+ FIRE HYDRANT CHKVA -CHECK VALVE NTS - NOT TO SCALE GRV -GROOVE TRC - THRD. TED. CPLG. Q DRY PENDENT AILTHRUST BLOCK COE CHANGE OF ELEVATION PI - POST INDICATOR GBE - GRV. BOTH ENDS T&G - THIRD. & GRV. HDESIGN INFORMATION HYD ESIGN INFORMATION 4 ® PENDENT W/ HIGH TEMP HD E - EXISTING PIV -POST INDICATOR VALVE GOE - GRV. ONE END WF - WLD. FLG. 1/4"= 1'-0" 2 -WAY E.Q.B. ( ) AREA CODE HAZARD SYSTEM AREA CODE HAZARD SYSTEM 5 O PENDENT W/. CONCEALED TRIM .-�.+ EQB - EARTHQUAKE BRACE SLP - SLOPE GOL - GRV. OUTLET WLD - WELD NUMBER TYPE NUMBER N TYPE DESIGN -INSTALLATION -INSPECTION -REPAIR D HORIZONTAL SIDEWALL F 4 -WAY E.Q.B FDC - FIRE DEPT. CONN. SP - STANDPIPE MI - MALLEABLE IRON PAGE TOTAL = 604 PROJECT TOTAL = 604 0 1' 2' 3' 4' S' 6 REMOTE REMOTE OOTHILL • 170 ERMA CT. - CHICO, CA 95928 FHC -FIRE HOSE CAB. STB -STEEL BEAM MJ-MECH.JOINT DENSITY INSIDER OUTSIDE HOSE AREA PER DENSITY INSIDE HO OUTSIDE HOSE AREA PER 18" = r-0" >--PIPE ELEV. CHANGE AREA AREA CONTRACT : NVBS FIRE DEPT. : BUTTE COUNTY FIRE DPT. # CALCULATION NODE FHR -FIRE HOSE RACK UNO-UNLESS NOTED NF - NO FITTING GPM/SO.FT. ANCE OWANCE SPRINKLER GPM/SQ. ANCE WANCE SPRINKLER (530) 826-3013 FAX (530) 893-3013 7 CAP SQ. FT. B°.�. FIRE PROTECTION INC o , z S 4' S' 8' T B' 9' ,n ( PIPE HANGERS FOB -FACE OF BLOCK OTHERWISE N&C -NIPPLE &CAP ADDRESS : 3o SEVILLE cr. ADDRESS : 7 COUNTY CENTER DR. . CONT. LIC. NO. 783132 C-16 8 -$ COUPLING FOC - FACE OF CONC. WMG• WATER MOTOR GONG PE - PLAIN END TOTALSYSTEM TOTAL SYSTEM g O.S.&Y. VALVE FOS -FACE OF STUD PLG -PLUG RE rs PSI GPM a SOURCE w/ PSIAVAILABLE RE �j TS PSI GPM @ SOURCE w/ PSI AVAILABLE PHONE# :530.345.7296 INSP. :MATT DAMON PHONE# : 530.538.7601 -_ ; , �; ... _. t- ;r'. �'. ., ,.+ , '.� ��� 1�