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06-809-009ELL CH LINE REDUCER IG JI I\UYr\LLI\ I ILMU RETURN BEND 1 No Scale ° 4 4 a a � ° a 4 ° 4 a a a Q a ° q \ 4 CONCRETE FASTENER (U.L. LISTED OR F.M. APPROVED) \\ ALL THREAD ROD 4 f PIPE HANGER RING (U.L. LISTED OR F.M. APPROVED) HANGER -CONCRETE 12 No Scale FIRE PROTECTION LEGEND SYMBOL DESCRIPTION ve OR 0% - CONTROL VALVE W/TAMPER SWITCH Z - CHECK VALVE 0-0 - FLOW SWITCH %e FDC - FIRE DEPARTMENT CONNECTION 0% PIV - POST INDICATOR VALVE W/TAMPER SWITCH =FVC - FIRE VALVE CABINET OW FFD�V�� - STANDPIPE WITH FIRE DEPARTMENT VALVE - SPRINKLER AND DRAIN RISER - BACKFLOW PREVENTOR W/TAMPER SWITCHES - ROOF MANIFOLD O - HYDRAULIC REFERENCE NODE - NEW SPRINKLER PIPING F.C. - FLUSHING CONNECTION C" - EXISTING 160' 1/2 UPRIGHT SPRINKLER • - EXISTING 160' 1/2' RECESSED SPRINKLER ��` - EXISTING 160' 1/2' CONCEALED SPRINKLER zKX - EXISTING CONTROL VALVE W/TAMPER SWITCH .Z - EXISTING CHECK VALVE 0-0 - EXISTING FLOW SWITCH `S2 FDC - EXISTING FIRE DEPARTMENT CONNECTION — — — - EXISTING SPRINKLER PIPING x_*x_)*-x*c - EXISTING SPRINKLER PIPING TO BE REMOVED - CONNECT TO EXISTING - DEMOLISH TO POINT INDICATED Al - REVISION REFERENCE 91 - DETAIL REFERENCE: TOP -DETAIL#, F�-1 BOTTOM -DRAWING] SHOWN ON NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT FIRE SPRINKLER LEGEND SYMBOL ORF TEMP RESPONSE K—FAC FINISH MODEL STYLE PLATE MFG. .• 1/2" 155' QUICK 5.62 CHROME F1FR RECESSED CHROME RELIABLE O 1/2" 135' QUICK 5.5 CHROME F4FR CONCEALED CHROME RELIABLE ® 1/2" 1 155' QUICK 5.7 CHROME G3FR DRY PENDENT CHROME RELIABLE O 1/2" 155' QUICK 5.62 BRASS F1FR UPRIGHT NONE RELIABLE X 1/2" 155' QUICK 5.62 BRASS F1FR UPRIGHT HD/GD RELIABLE 4 1/2" 155' QUICK 5.62 CHROME F1FR HOR. SIDEWALL CHROME RELIABLE 3/4' 135' QUICK 8.0 CHROME F1FR EXT COV HOR SW CHROME RELIABLE ® 1/2" 2E6' QUICK 5.62 BRASS F1FR HOR. SIDEWALL HD GD RELIABLE FIRE PROTECTION FLOW TEST DATA STATIC HYDRANT STATIC - X RESIDUAL - X FLOW HYDRANT # FLOW - X LOCATION - AT HYDRAULIC REF POINT A SEE PLANS. TEST CONDUCTED BY - X DATE - X TIME - X GENERAL NOTES 1. FIRE PROTECTION SYSTEM TO COMPLY WITH NFPA 13, 14, 20, 24 AND STATE FIRE PREVENTION CODE. 2. FINAL INSPECTION AND APPROVAL BY LOCAL FIRE MARSHAL AND ARCHITECT/ENGINEER. 3. SPRINKLER SHOP DRAWINGS AND MATERIAL SUBMITTALS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER AND FIRE MARSHAL AND SHALL BE APPROVED PRIOR TO ANY INSTALLATION. 4. PIPE ROUTING SHOWN IS SCHEMATIC ONLY. IT IS THE RESPONSIBILITY OF THIS CONTRACTOR TO PROVIDE ANY ADDITIONAL OFFSETS REQUIRED FOR PROPER INSTALLATION AND COORDINATION WITH OTHER TRADES. 5. PIPING IN AREAS WITH EXPOSED STRUCTURE SHALL BE INSTALLED AS HIGH AS POSSIBLE TO ALLOW THE OWNER MAXIMUM USE OF THE SPACE. 6. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR CEILING DESCRIPTIONS AND HEIGHTS. 7. SPRINKLER HEADS ARE TO BE COORDINATED WITH ALL DIFFUSERS, SPEAKERS, LIGHTING FIXTURES AND CEILING SYSTEMS. SPACING OF SPRINKLER HEADS SHALL BE IN ACCORDANCE WITH NFPA 13 AND THE LISTING OF THE SPRINKLER. a. SPRINKLER HEAD LOCATIONS SHALL BE CENTERED IN THE TILE AS INDICATED ON THE DRAWINGS. PROVIDE ARMOVERS OR SWING JOINT AS REQUIRED. 9. SPRINKLERS IN AREAS WITH EXPOSED STRUCTURE (OBSTRUCTED CONSTRUCTION) SHALL BE INSTALLED WITH DEFLECTOR 1" BELOW THE BOTTOM OF THE BEAM (MAXIMUM 22" BELOW ROOF DECK). EXPOSED BAR JOISTS THAT HAVE SPRAY ON FIRE PROOFING THAT MAKES THE JOIST SOLID SHALL BE TREATED LIKE A BEAM WITH THE SPRINKLERS 1" BELOW THE BOTTOM OF THE FIRE PROOFING. 10. SLEEVE AND/OR FIRESTOP ALL PENETRATIONS THROUGH RATED WALLS, CEILINGS, AND FLOORS WITH U/L LISTED ASSEMBLIES. FIRESTOP ASSEMBLIES SHALL BE EQUAL OR EXCEED THE RATING OF THE WALL, CEILING OR FLOOR. SEE ARCHITECTURAL DRAWINGS FOR FINAL FINISHES. 11, PROVIDE ACCESS PANELS TO ALL VALVES ABOVE NON -ACCESSIBLE CEILINGS AND CHASES. 12, PROVIDE A PERMANENTLY ATTACHED NAME TAG ATTACHED TO THE RISER STATING THE REQUIRED DESIGN CRITERIA FOR EACH HYDRAULICALLY DESIGNED SYSTEM. 13. PROVIDE SPRINKLERS UNDER ALL EXPOSED DUCTWORK OVER 48" WIDE AND SPACE HEADS AROUND ALL OBSTRUCTIONS IN ACCORDANCE WITH NFPA 13. HEADS UNDER DUCTS ARE NOT INDICATED ON THE DRAWINGS BUT ARE REQUIRED AND SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 13. SPRINKLER LOCATIONS UNDER DUCTWORK AND AROUND OBSTRUCTIONS SHALL BE GOVERNED BY FINAL INSTALLED LOCATIONS. 14. PROVIDE SPRINKLERS AT THE TOP AND BOTTOM OF ALL STAIRWELLS AND AT THE LANDING OF EACH FLOOR THAT OPENS INTO MORE THAN ONE FIRE ZONE. 15. PROVIDE SPRINKLER GUARD ON ALL HEADS IN ELECTRIC ROOMS, TELEPHONE ROOMS, ELEVATOR ROOMS, ELEVATOR SHAFTS AND ON ANY HEADS LESS THAN 7'-0" ABOVE THE FLOOR. 16. IF SYSTEM PRESSURE EXCEEDS 100 PSI. ALL HANGERS ON END HEADS IN PENDANT POSITION SHALL BE WITHIN 12" OF END of LINE IN ACCORDANCE WITH NFPA 13. 17. COORDINATE PIPING WITH ALL ELECTRICAL EQUIPMENT (PANELS, TRANSFORMERS, ETC.) PRIOR TO ANY INSTALLATION. DO NOT ROUTE ANY PIPING OVER ANY ELECTRICAL PANELS UNDER ANY CIRCUMSTANCES. ANY PIPING RUN OVER ELECTRICAL SHALL BE REROUTED AT NO ADDITIONAL COST. 1E. PROVIDE 20 GAUGE STEEL SPRINKLER CANOPY SHIELD AT SPRINKLERS IN TRASH CHUTE PER NFPA #13. 19. SPRINKLER HEADS IN ELEVATOR SHAFTS AND EQUIPMENT ROOMS ARE TO BE 2867 HEADS. 20. WET BULK SUPPLY MAINS AND HOSE SUPPLY MAINS EXPOSED TO THE WEATHER SHALL BE INSULATED. 21, TLC DRAWINGS REPRESENT FIRE PROTECTION SYSTEM DESIGN INTENT. INSTALLING CONTRACTOR SHALL PROVIDE INSTALLATION DRAWINGS AND HYDRAULIC CALCULATION PER NFPA REQUIREMENTS, SIGNED AND SEALED BY A PROFESSIONAL ENGINEER, REGISTERED IN THE STATE OF FLORIDA. FIRE PROTECTION DRAWING INDEX SHEET DESCRIPTION F-00 GENERAL NOTES, LEGEND, DETAILS k SHEET INDEX - FIRE PROTECTION F-1 PARTIAL FIFTH FLOOR PLAN - FIRE PROTECTION APPROVED FOR BUILDING P"RMITTING PURE BY [,AIAMI-DADS C'YUNTY FIRE DER FIRE Ian'? r k i TiJ"j C0'.1.�TFZA rC FC WOR'<<NG PUN AS f=ER fwFPA SHALL BE 1:U5to 7r7) FOR APPF TO P IN':t;4-L?r^ =-1c F, * '(E DEP/-,F2'f V; Or —FORE A;i Y FIRE PFROTECTIO14 IS INSTALLED OR RENIODELE oa-re� BY ISSUED YES YES ES . ENT MGE ARCH ITEr,,.7,j'Q 150 Alhamlora Circle, Suite 700 Coral Gables, Florida 33134 T.305.444.0413 F.305.441.6404 www.mgearchitects.com AA-F000121 CONSULTANTS 5757 Blue Lagoon Dr., 1400 Miami, FL 33128 Phone: 305-266-6553 ffo Fax: 305-266-6695 ENGINEERING F$R ARCHITECTURE www.tic-engineers.com tic-en ineers.com © Copyright 2005 TLC Engineering for Architecture, Inc. EB JOOOOO15 TLC NO:606504 DRAWN BY: EMB CHECKED BY: EMB APPROVED BY: RSM 1007.. CONSTRUCTION DOCUMENTS PROJECT NAME GARSH INVESTMENTS CORPORATE OFFICES South Miami, Florida JOB NUMBER: !LL••.• ; :: 2006.00C DATE: • • k**011! CAD FILE NO: , • AGENCY NO: • • • u V • REVISIONS/SUBMISSIONS: ". • •• lV.0 W Y • i u • U ! • • 1i • V 4 • V SEAL: 1 ft F��Y F Raul S. Mastrapa,\ Ph Florida License` #40182 DRAWING TITLE: FIRE PROTECTION GENERAL NOTES LEGEND &' DETAILS DRAWING NO: FP-00 J