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HomeMy WebLinkAboutB16-0414 038-210-028TO CHIC ►SI� � 99 -vc c� 0 r N R� z rn NOT TO SCALE TO SACRAMENTO, MINIMUM ALTERED PARCEL - BOUNDARY LOCATION ASSUMED EXISTING PROPERTY LINE i i l d CNS 4`I ,FIrrL'Ee� PI Pi tJ CY P�►+�1 QIP EXISTING HULLER BUILDING i 4M R1sE Gar2 / +�kf�1RE DE,ff✓1pi�6J 1 APN: 038-210-010 \ V SCOPE OF WORK THIS REVIEW NEW METAL HULLER BUILDING. BUTTE COUNTY BLDG PERMIT # B15-3108 �E FSS -5 F+o� \� APN: 038-210-009 66 (ZY PROPOSED METAL \ BUILDING o. �a APN:. 038-210-028 ACCEPTED BY BUTTE COUNTY BUILDING DIVISON AS A PART OF APPROVED PLAN. REVIEW AND APPROVAL IS GRANTED BY ANOTHER AGENCY OR DEPARTMENT FOR THIS ITEM. 6 C � f) The 2013 CBC, CMC, CPC, CEC, CFC, CGBC and 2013 California Energy Standards as amended by the jurisdiction apply to this project c l - ® g Comply with Butte County Fire RU11'E COUNTY lEVELOP,'vr ENT SERVICES + Department & Cal -Fire Requirements REVIEWEDR`** prior to Building Division Final. Contact F- r, """ € prN q Butte County Fire for requirements &'' I'""" f inspections. 530.53E.7EE8 DATE lib E+Y!1� ,. �'� �► , alp ,-�1 �...�, I GENERAL NOTES ` SCOPE OF WORK FOR THIS REVIEW AND PERMIT IS TO PROVIDE NEW FIRE _ SPRINKLER SYSTEMS TO (2) EA MANUFACTURED STEEL BUILDINGS. SCOPE " OF WORK SHALL START @ 1-0 ABOVE FINISHED GRADE OR FLOOR, SYSTEM SHALL INCLUDE ALL COMPONENTS REQUIRED TO COMPLETE p� SITE GENERAL NOTES 1. FIRE WATER SYSTEM SHALL BE DONE BY OWNER, DEVELOPER. 2. PLANS SHALL BE SUBMITTED TO SHOW WELL SIZE, STORAGE VESSELS, - PIPING AND HYDRANTS. ri 0" 3. BACK UP POWER AND ASSOCIATED ELECTRICAL SWITCH GEAR SHALL, ALSO BE INCLUDED IF REQUIRED. 1 4. DL FIRE PROTECTION HAS PROVIDED OWNER WITH FIRE SPRINKLER Mme; DEMAND FOR DEVELOPMENT OF SERVICE AS LISTED BELOW: I AG BUILDING FLOW REQUIRMENT: 526.7 GPM @ 47 PSI L) • HULLER BUILDING REQUIREMENT: 392.3 GPM @ 38.5 PSI,CIN 5. DEMAND INCLUDES 150 GPM FOR HOSE ALLOWANCE PER NFPA 13. 6. SPRINKLER CONTRACTOR SHALL VERIFY FLOW @ POINT OF CONNECTION PRIOR TO INSTALLATION OF SPRINKLER SYSTEM. 7. SPRINKLER CONTRACTOR SHALL ALSO FLUSH FIRE SERVICE LINE PRIOR TO CONNECTION. FLUSH SHALL BE AT A MINIMUM OF 500 GPM.` FLUSH SHALL CONTINUE FOR THE DURATION REQUIRED FOR CLEAR C WATER WITH NO EVIDENCE OF SOLIDS. C t-1 1 `C,,. -�n DL FIRE PR rC't101.J 4CLASSIFICAT10" .,1 W. C-15 STATE9LIC t"cF N , DRAWING APPENDIX sT RGoPLurt FSS -1 SITE PLAN FOR REFERENCE ONLY Dates o2--O�-Z.oIG. FSS -2 HULLER BLDG PIPING PLAN Scale FSS -3 NOT IN USE Drawn Lam%, . FSS -4 HULLER BLDG SECTION & DETAILS BUTT,��, _.., COUNTY MAR Q 2 2016 DEVELOPMENT SERVICESi}^ •� , r I� FLU e_*'' c l - ® g Comply with Butte County Fire RU11'E COUNTY lEVELOP,'vr ENT SERVICES + Department & Cal -Fire Requirements REVIEWEDR`** prior to Building Division Final. Contact F- r, """ € prN q Butte County Fire for requirements &'' I'""" f inspections. 530.53E.7EE8 DATE lib E+Y!1� ,. �'� �► , alp ,-�1 �...�, I GENERAL NOTES ` SCOPE OF WORK FOR THIS REVIEW AND PERMIT IS TO PROVIDE NEW FIRE _ SPRINKLER SYSTEMS TO (2) EA MANUFACTURED STEEL BUILDINGS. SCOPE " OF WORK SHALL START @ 1-0 ABOVE FINISHED GRADE OR FLOOR, SYSTEM SHALL INCLUDE ALL COMPONENTS REQUIRED TO COMPLETE p� SITE GENERAL NOTES 1. FIRE WATER SYSTEM SHALL BE DONE BY OWNER, DEVELOPER. 2. PLANS SHALL BE SUBMITTED TO SHOW WELL SIZE, STORAGE VESSELS, - PIPING AND HYDRANTS. ri 0" 3. BACK UP POWER AND ASSOCIATED ELECTRICAL SWITCH GEAR SHALL, ALSO BE INCLUDED IF REQUIRED. 1 4. DL FIRE PROTECTION HAS PROVIDED OWNER WITH FIRE SPRINKLER Mme; DEMAND FOR DEVELOPMENT OF SERVICE AS LISTED BELOW: I AG BUILDING FLOW REQUIRMENT: 526.7 GPM @ 47 PSI L) • HULLER BUILDING REQUIREMENT: 392.3 GPM @ 38.5 PSI,CIN 5. DEMAND INCLUDES 150 GPM FOR HOSE ALLOWANCE PER NFPA 13. 6. SPRINKLER CONTRACTOR SHALL VERIFY FLOW @ POINT OF CONNECTION PRIOR TO INSTALLATION OF SPRINKLER SYSTEM. 7. SPRINKLER CONTRACTOR SHALL ALSO FLUSH FIRE SERVICE LINE PRIOR TO CONNECTION. FLUSH SHALL BE AT A MINIMUM OF 500 GPM.` FLUSH SHALL CONTINUE FOR THE DURATION REQUIRED FOR CLEAR C WATER WITH NO EVIDENCE OF SOLIDS. C t-1 1 `C,,. -�n DL FIRE PR rC't101.J 4CLASSIFICAT10" .,1 W. C-15 STATE9LIC t"cF N , DRAWING APPENDIX sT RGoPLurt FSS -1 SITE PLAN FOR REFERENCE ONLY Dates o2--O�-Z.oIG. FSS -2 HULLER BLDG PIPING PLAN Scale FSS -3 NOT IN USE Drawn Lam%, . FSS -4 HULLER BLDG SECTION & DETAILS BUTT,��, _.., COUNTY MAR Q 2 2016 DEVELOPMENT SERVICESi}^ •� , FIRE S PRINKLERPIPI 3 i FREVISIONS I By� I DESIGN SPECIFICATIONS IIETHO S ANP MATERIALS 8. PROVIDE NEW FIRE SPRINKLER SYSTEM PER NFPA 13, 2013 EDITION 12.ALL MATERIALS FOR THIS PROJECT SHALL BE NEW: AND BUTTE COUNTY REQUIREMENTS 13. PIPING SHA � L BE U/L FM APPROVED FOR FIRE SPRINKLER USAGE. 9. HULLER BUILDING SHALL PER PROTECTED PER NFPA 13 ORDINARY STEL PIPE SHALL BE ALLIED TUBE DYNA THREAD FOR BRANCHLINES, HAZARD GROUP I REQUIREMENTS. SCH'.10 FOF MAINS 10. SPRINKLER HEAD SPACING SHALL NOT EXCEED 130 SQ.FT1. 14. SPRINKLER PIPING SHALL BE SUPPORTED PER NFPA 13,263 EDITION 11. DENSITY SHALL BE A6 GPM I SQ.FT. OVER AN AREA OF 1600 SQ.FT REQUIREMENTS. 12. SPRINKLER HEADS AND COMPONENTS SHALL BE LISTED FOR USE IN 15.SEISMIC BRACING SHALL CONFORM TO NFPA 13, 2013 EDITION. ORDINARY HAZARD OCCUPANCY AS REQUIRED. 16. FITTINGS SHALL BE, CAST OR DUCTILE IRON THREADED OR GROOVED 13. SEISMIC BRACING AND HANGER ASSEMBLIES SHALL BE PER NFPA 13, ANd LISTER FOR FIRE SPRINKLER USE. 2013 EDITION. 17. HANGERS, PIPE SUPPORTS AND ATTACHMENTS SHALL BE LISTED FOR 14. IN ADDITION TO SUBMITTALS, SYSTEM SHALL BE TESTED, INSPECTED USE IN FIRSPRINKLER SYSTEMS, U/L AND FM APPROVED. AND ACCEPTED BY AUTHORITY HAVING JURISDICTION, PRIOR TO 18. SPRINKLE RISER SHALL INCLUDE A SHUTOFF VALVE, CHECK VALVE COMPLETION. , ANd FLOWWITCH FOR A LOCAL ALARM BELL ' 19.10" BELL SMALL BE PROVIDED AND INSTALLED. WIRING BY OTHERS. . 20. MEdHANICAL TEE FITTINGS WHERE REQUIRED SHALL BE LISTED. DRILL P.O.0 COOPONS SHALL BE REMOVED AND PERMANENTLY ATTACHED TO PIPE . r AS 14ECORQ OF RETREVIAL. 21. SPRINKLEF HEADS SHALL BE: •� TYCQ SERIES TY- L 1/2" BRASS UPRIGHTS, 212 DEG. WITH 5.6K ACCEPTANCE: FACTOR AND STANDARD RESPONSE ELEMENT 22.A FI, AL INSPECTION BY AUTHORITY HAVING JURISDICTION TO A HYDROSTATIC TEST SHALL BE PERFORMED @ A MINIMUM OF 200 PSI A _ DEERMIN� COMPLETION AND COMPLIANCE WILL BE REQUIRED PRIOR PERIOD OF 2 HOURS, BY THE INSTALLATION CONTRACTOR AND WITNESSED TO t�JCCUPANCY. BY REPRESENTATIVE OF THE AUTHORITY HAVING JURISDICTION. rvu rLriiv ,�a•��...r SPRINKLER HEADS LEGEND SYMBOL SPRINKLER DESCRIPTION QUANTITY. SIN #. O BRASS 1/2" TYCO TY-L5.6K 212 DEG. SSU 168 TY3111 DENOTES 4 WAY SWAY BRACING DENOTES PENDENT ON OUTLET ---�— DENOTES HANGER --0-- DENOTES "UPRIGHT 8 "PENDENT —� DENOTES PLUG ---Q DENOTES SIDEWALL ON "OUTLET I.. TOTAL 4!1 1&4-)rz. soe PeTN l - Fe)5 -'fir 8UDATE J. C T(E DL FIRE PROTECTION n�A CLASSIFICATION 0 C-16 STATE LICENSE M 95237E ,A RED BLUFF W �zc� Z J m R CL o CL W .w.. . j LJJ CL LJt... U I� { i Date Z -oma 2p+lh Scale As r ollar> Drawn MA4, Job Sheet 4 I Ims s=2 LEGEND �---r DENOTES 2 WAY SWAY BRACING --a— DENOTES UPRIGHT ON "OUTLET �—� DENOTES 4 WAY SWAY BRACING DENOTES PENDENT ON OUTLET ---�— DENOTES HANGER --0-- DENOTES "UPRIGHT 8 "PENDENT —� DENOTES PLUG ---Q DENOTES SIDEWALL ON "OUTLET DENOTES CAP Q DENOTES " x "OUTLET ( N ) ' DENOTES NEW �'- � DENOTES AUTOMATIC SPRINKLER RISER ( 9 DENOTES RELOCATED g-+ DENTOES POST INDICATOR VALVE ( 1F- .) DENOTES EXISTING i '---< DENOTES FIRE DEPT. CONNECTION P.O.0 DENOTES POINT OF CONNECTION 0l DENOTES O.S. & Y. VALVE W �zc� Z J m R CL o CL W .w.. . j LJJ CL LJt... U I� { i Date Z -oma 2p+lh Scale As r ollar> Drawn MA4, Job Sheet 4 I Ims s=2 O V � Q W O �'- � WPM mo cLu L� Lo :z O Lu Z W �zc� Z J m R CL o CL W .w.. . j LJJ CL LJt... U I� { i Date Z -oma 2p+lh Scale As r ollar> Drawn MA4, Job Sheet 4 I Ims s=2 °URLIN-___ U/L RM APPROVED HANGERMATE THRD INSERT ALL THREAD - ROD SWIVEL RING -,- HANGER NO 18S AND ROD BACKING NUT BRANCHLINES AND INTERMEDIATE MAIN Fasteners (as required) Steel I -Beam or Bar Joist 3/16" UL LISTED RETAINER STRAP Model 300 Michigan Top Beam C -Clamp or Equal W1 Lock Nut MAINS AT STRUCTURAL BEAMS OR CHANNEL Fasteners I (es required) Band - hanger Restraint rod Yr. 400 \� hanger Band Z FIG. 910 L PICAL Z s I" BLACK STEEL PIPE '(SCHED. 40) j I FIG. 1000 (LENGTH NOT TO EXCEED T-0-) FAST CLAMP LATERAL BRACING !K212 1" BLACK STEEL PIPE (SCHED. 40). CLAMP LONGITUDINAL BRACE FIG.1000 FIG.1000 FAST CLAMP FAST CLAMP 1" BLACK STEEL PIPE (SCHED. 40) Worldwide ® Contacts www.tyro-fire.com *erIes TY -L - 5.6 and 8.0 K -factor Upright, Pendent, and Recessed pendent Sprinklers Standard Response, Standard Coverage General rosive emAronment. The effects of am- bient temperature, concentration of Description p chemicals' andgas/chemical velocity. should be conskdered, as a rninlmum The TYCO Series TY -L, 5.6 and 8.0 along with the corrosive nature of the K -factor, Upright and Pendent Sprin- chemical to which the sprinklers will kiers described in this data sheet are be exposed. standard response -standard cover- �. solder type spray sprinklers de- An Intermediate level version of the Series TY -L Pendent Sprinkler can be signed for use In light. ordinary, and obtained by utilizing the Series TY -L extra hazard, commercial occupan- cies such as barks. hotels, shopping Pendent Sprinkler in combination with the Model S Shield malls, factories, refineries, chemical plants, etc. may Impatr the performance of these devices The recessed version of the Series TY -L Pendent Sprinkler where i The TYCO Series TY -L, 5.6 and 8.0 K - cable. Isinterlded'foruse in gj describclor ed uprightandm�R�eSprinklers stalle a finished ceiling. It uses a two-piece Style 20 (V2 Inch NPT) or Style 30 and maintained In compliance . with this document, as well as with the ap- (3/4 Inch NPT) Recessed Escutcheon The Recessed Escutcheon provides plicable standards of the National Fire protection Association, In addition to �. 1/4 inch (6,4 mm) of recessed acjust- the standards of any other authorities; ment or up to 1/2 Inch (12,7 mm) of to- tal adjustment from the flush pendent having Jurisdiction. Failure to do so UU Z position. The adjustment provided by may Impatr the performance of these devices 0 IRU the Recessed Escutcheon reduces the accuracy to which the fixed pipe The owner is responsible for maintain - i.ine drops to the sprinklers must be cut ing their fire protection system and de - Corrosion resistant coati s, where i exterw Vices in proper operating condition. The Installing contractor or sprinkler f � applicable; are utilized the lifeap l copper all oppe alloy sprinklers bey that which would otherwise be ob- manufactuter should be contacted with any questions. tained when exposed to corrosive at- mospheres. Although ' Sprinkler corrosion rte- tart coated sprinklers have passed the standard corrosion Den t%ea ti o n tests of the appll- cable approval agencies, the testing IS not representative umber of all possible cor- rosive atmospheres. Consequently. It Is recommended that the end user be TY3111...... Upright 5.6K,1/21' NPT rysuited with oto the - tabil- I Of these coati TY3211 .... Pendent 5.6K, 1/2" NPT NOTE. TY4111..... Upright 8.0K 3/4" NPT . ( mm) maximum any n Cor - hanger FIG. 910 TY4211..... Pendent 8.0KI 3/4" NPT PICAL FIGURE A.93.6.](5)(h) Hangers, with Threaded Rod Extended to Pipe, Used in Combination for Restraint of Branch Lines. FIG. 1000 FAST CLAMP RISER BRACE BRANCHLINE RESTRAINT ( END OF LINE) EARTHQUAKE SWAYBRACE DETAILS AND COMPONENTS TY4811 .....Upright 8.OK,112" NPT AG BLDG SIN# TY4111 8.OK UPRIGHT TY4911 .... Pendent 8.OK,1/2" NPT TY3111 Is a re -designation for S1800 and G3111. HULLER BLDG SIN# TY3111 5.6K UPRIGHT TY3211 is a re -designation for S1801 and 63112 TY4111 Is a re -designation for S1810 and G3101. TY4211 is a re -designation for S1S11 and 63102 TY4811 is a re -designation for S1805. sem" TY4911 is a re- designabon for S1606. x !� I r� RISER DEiC'AI L NTS 12 HANGER REST T 3'-6i '- _ 3•_6 12 1\��1 3'-6b 3'-•61 3'-3r 3'-81 S -6d 3 -6� s 3,-6 3•-6 d 3'-8 �1 NT AND 4 3'-6a 3'-6b S -6b 3•_6a i 3'-6 1 3'-3 R� A T 9 MM 3-_3a 3' 1 3'-6j 3'_gJ} 3'-6d 3'-61j 3'-6 BRACING A1\1J C01111710N IN BOTH 3 6a( 3 -4I 3'-4 X 8.0 X 0.375 AG & HULLER BLDGS. 0 8.0X0.375 ` 8.o X 0.3125 N 80X0.3125 8.0X0.25 . 1.08 To 36.13X0.156 6.13 TO 31.08 M 21.07031. 8X0.185 X0.156 8.0X0.3125 0 45.0 To 21.0X0.25 8.0X0.3125 B.OX 31.08 TO 210X0.185 25 X 0.3125 8.0 X 0. 8.0X0.25 80X0.312 9 ' 0X0.375 8.0X0.3125 8.0X0.25 21.07045.0 8.0 X 0.3125 X 00 •25 ♦♦ 0 1 8.0 X 0.375 O N t7 �K C> Z Z N N co Z cn iQI C� (A E CWF nn ;� �^ m ALU ►JE 11 C-e>� �8�1►J O WEA ORIB0F.LI'3'6' 7 .++ © co a-qti `a 1(1-X 3-O BN Y� oY C 2E 4E �f ►dark 'FVt,,. F-ol oLA p�-t'�=R�w1 6rP.a,tcHrr oto B 2E 2E 'I�•e� SLIT "hGH rS.b �� M4�nl o 4'-5{� 3.75 X 0.625LLIPO2E E � NCN rn rn 89'-61 3.75 X 0.625 ,n, o u� I 4'-74 n X r M N C O,i Z X 4 r, 0I 06 0 I 1- rn W Z r- _ N W +� to Cn N � > n n o 0 0 w M M N N X X Z ,p o Go M X M W �X o Ci X 01 N I-W N. FL a � o LEv. r- 0 0 0'-10a 8>1 _ O SECTIONVIEWHULLERaLoGx.S M I -roe_ A&- �r�- & QI SSZ ASGY yfC'fallaC, 717K LSI_"" VAWS WS Li C -2J gLtrj'�y2�y.`i Vb.LV� 4$' AVE Ea�pr� I s tJ f & SLAP pl,4 Sy cr, gvZS P MIT DATE Cir� B'" y`t'T,p 4 'y DL FiRE PROTECTION �A CLASSIFICATION O C-16 , STATE LICENSE N 932172 RED BLUFF F CA>✓1 REVISIONS It Date Drawn f?kAi.r Job j g- tDGi Sheet FSS -4 r UU UU Z 0 IRU � i.ine Uj Lt. f � • • • Date Drawn f?kAi.r Job j g- tDGi Sheet FSS -4 r UU UU Z 0 IRU � i.ine Uj Lt. C i Date Drawn f?kAi.r Job j g- tDGi Sheet FSS -4