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0 )VE NG BY ■ n FIRE PROTECTION PLAN SPRINKLER DRAWING NOTES 1. PROVIDE WET PIPE SPRINKLER SYSTEM TO PROVIDE COMPLETE COVERAGE THROUGHOUT 9. PROVIDE ADDITIONAL DRAINS REQUIRED TO COMPLY WITH NFPA 13. 18. CONTRACTOR TO CONDUCT FLOW TEST AND HYDRAULIC CALCULATIONS TO VERIFY THAT SYSTEM BUILDING AND DRY PIPE SYSTEM UNDER CANOPY AS REQUIRED BY LOCAL AUTHORITY TO COMPLIES WITH THE REQUIREMENTS OF NFPA 13 FOR ORDINARY HAZARD GROUP 2. COMPLY WITH 2O02 EDITION OF NFPA 13, 2007 FLORIDA FIRE PREVENTION CODE, 10. FLUSH AND TEST SYSTEM IN ACCORDANCE WITH NFPA 13. SAVE -A -LOT CRITERIA, AND AUTHORITY HAVING JURISDICTION. 19. SPRINKLER HEADS SHALL BE ORDINARY HAZARD AND ORDINARY DEGREE TEMPERATURE RATED 11. CONTRACTOR SHALL PREPARE SHOP DRAWINGS BASED UPON THESE PLANS AND OBTAIN UNLESS PROXIMITY TO A HEAT SOURCE REQUIRES A HIGHER RATING PER NFPA-13. 2. CONTACT SAVE -A -LOT REPRESENTATIVE FOR INFORMATION ON SPRINKLER SYSTEM APPROVAL OF AUTHORITY HAVING JURISDICTION, PRIOR TO CONSTRUCTION. IF THE DESIGN REQUIREMENTS. DEPICTED ON THESE DRAWINGS EXCEEDS THE MINIMUM REQUIREMENTS OF NFPA 13 OR THE 21. AT FINISHED SPACES SPRINKLER HEADS ARE TO BE LOCATED IN MODULAR TILES 12 INCHES AHJ, COMPLY WITH THESE DRAWINGS UNLESS WRITTEN APPROVAL IS REQUESTED OF AND FROM CEILING GRID AND CENTERED UNIFORMLY AND SYMMETRICALLY IN SPACES WITH HARD 3. SPRINKLER PIPE SHALL BE PER NFPA STANDARDS. BRANCHLINES TO BE ALLIED X-L PIPE OBTAINED FROM THE ENGINEER OF RECORD PRIOR TO BIDDING. IF APPROVAL IS NOT CEILINGS. WITH THREADED FITTINGS, SCHEDULE 40 PIPE WITH THREADED FITTINGS OR SCHEDULE 10 REQUESTED AND THE DEVIATION IS INCORPORATED INTO THE SHOP DRAWINGS, APPROVAL OF PIPE WITH WELDED OUTLETS AND GROOVED JOINTS. CROSS MAINS TO BE ALLIED X-L PIPE SHOP DRAWINGS DUE TO THE FAILURE OF THE ENGINEER OF RECORD TO DETECT THE 22. PROVIDE FLOW SWITCHES ON RISERS AND TAMPER SWITCHES ON ALL CONTROL VALVES, WITH THREADED FITTINGS OR 'THIN WALL' (PER NFPA) WITH WELDED OR GROOVED OUTLETS DEVIATION WILL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY TO MEET THIS INCLUDING THE PIV (FIELD VERIFY). PROVIDE CONDUIT FROM PIV (AS APPLICABLE) TO AND JOINED WITH GROOVED FITTINGS. ARMOVERS AND DROPS SHALL BE SCHEDULE 40. ALL REQUIREMENT. IN THAT CASE, THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL MAKE ANY FIRE CONTROL PANEL IN BUILDING FOR PIV TAMPER SWITCH WIRE. PIPE SHALL HAVE A CORROSION RESISTANCE RATIO OF 1.0 OR GREATER AND BE UL LISTED MODIFICATIONS NECESSARY TO COMPLY WITH THIS REQUIREMENT. AND FMG APPROVED. FITTINGS SHALL BE OF TYPE APPROVED AND LISTED FOR THE TYPE OF 23. THE RISER PROVIDING SERVICE COVERAGE TO THE TENANT SPACE IS TO BE SEPARATE AND PIPE SELECTED. DRY PIPE SYSTEM PIPING SHALL BE GALVANIZED. 12. IF CONFLICTS EXIST OR ALLOCATED SPACE IS INADEQUATE, CONTRACTOR TO NOTIFY INDEPENDENT OF OTHER AREAS OF COVERAGE. ARCHITECT PRIOR TO BIDDING AND OBTAIN WRITTEN INSTRUCTIONS FOR RESOLUTION. 4. ALL DEVICES TO BE UL LISTED OR FM APPROVED. 13. PIPE AND FITTINGS SHALL BE TYPE SPECIFICALLY IN NFPA 13. SCHEDULE 5 PIPE WITH 5. ALL MATERIAL, METHODS AND DESIGN SHALL BE PER 2002 EDITION OF NFPA 13. PRESS ON FITTING AND NON-METALLIC PIPE SYSTEMS ARE NOT ALLOWED. 6. PROVIDE ALL HANGERS INCLUDING TRAPEZE HANGERS AS REQUIRED TO COMPLY WITH NFPA 13. 14. SEAL ALL OPENINGS THROUGH CEILINGS AND PARTITIONS TO RE-ESTABLISH THE FIRE RATING OF THAT CEILING OR PARTITION. SEE ARCHITECTURAL DRAWINGS FOR RATINGS. 7., PROVIDE SPARE SPRINKLERS AND SPRINKLER WRENCH IN METAL CABINET PER NFPA 13. 15. ALL PIPING IN AREAS WITH DROPPED CEILINGS SHALL BE CONCEALED ABOVE THE CEILING. 8. COORDINATE EXACT LOCATIONS OF SPRINKLERS AND PIPING WITH CEILING, ELECTRICAL, MECHANICAL AND STRUCTURAL ELEMENTS OF BUILDING. MAKE MODIFICATION WITHOUT 16. RAISE OR RELOCATE ANY PIPE REQUIRED TO PERFORM ALL WORK WITHIN STORE, ADDITIONAL COST TO THE OWNER. 17 CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND PAY ALL RELATED FEES. 1 N LEGEND CHROME RECESSED PENDENT SPRINKLER O BRASS UPRIGHT SPRINKLER O DRY PENDENT SPRINKLER 0 BRASS SIDEWALL SPRINKLER D L"! DESIGN CRITERIA 1. RETAIL SPACE AND STORAGE ROOM ARE ORDINARY HAZARD GROUP 2. a.MAXIMUM SPRINKLER COVERAGE IS 130 SQ FT. b.DENSITY IS 0.20 GPM / SQ FT. c.HYDRAULIC DESIGN AREA IS 1500 SQ FT. d.HOSE STREAM ALLOWANCE IS 250 GPM. NOTE: THIS PRECLUDES ANY HIGH PILED STORAGE AS DEFINED BY NFPA 13. 2. RESTROOMS, OFFICES, AND BREAKROOMS ARE LIGHT HAZARD. a.MAXIMUM SPRINKLER COVERAGE IS 225 SQ FT. b.DENSITY IS 0.10 GPM / SQ FT. c.HYDRAULIC DESIGN AREA IS 1500 SQ FT. d.HOSE STREAM ALLOWANCE IS 100 GPM. 3. SHOPPING CART STORAGE AREA a.MAXIMUM SPRINKLER COVERAGE IS 130 SQ FT. b.DENSITY IS 0.15 GPM / SQ FT. c.HYDRAULIC DESIGN AREA IS 1500 SQ FT. d.HOSE STREAM ALLOWANCE IS 250 GPM. ry w z w U OZ_ J Ja J o o LLI >. Z) LLJQ T. > a� w q a u) W N a z 0 SAVE -A -LOT TENANT BUILD -OUT RENOVATION PROJECT ADDRESS: TOWNVIEW SQUARE SHOPPING CENTER 7320 GALL BLVD. ZEPHYRHILLS, FLORIDA 33541 PASCO COUNTY SUPERVALU COMPANY CLIENT ADDRESS; 100 CORPORATE OFFICE DR. EARTH CITY, MISSOURI DATE DESCRIPTION 09-02-10 OWNER REVIEW 09-08-10 PERMIT DRAWINGS FIRE PROTECTION PLAN ASH P.E. 45847 PROJECT #: 710-009 Charles A. Davis, P.E. 4004 Woodacre Lane (813) 968-3270 FP1 00 Tampa, Florida 33624 fax: (813) 960-9724 09-09-10