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07-601-001Ul. SYSTEM NO. WL1052 METAL PIPE TWaJGH 144 GYPSUM WALL F RATM = 1-M T RATM = 04R FRONT VIEW ALL ARMOVERS 12' AND GREATER REQUIRE A HANGER SECTION A-A 1 NEW 1 "PIPE 2 REMOVE EXISTING 3/4 155 CHROME UPRIGHT'' r SPRINKLER TYCO MODEL EC11 S.I.N. TY5137 IL r �__ EXISTING BRANCH LINE 3 NEW SPRINKLER NEW CEILING f �I SEE LEGEND SL' L 1-M FIRE -RATED GYPSUM WALL ASSEMBLY. 2, Hr DiA. CUR SMALLER) STEEL PIPE, 4' DIA. ant SMALLER) COPPER PIPE, ENT OR CONDUIT. 3. MIN. 5/8' DEPTH HILV FS OWE. NNE i MMM AN KM SPACE OF 11V TO Y Rf�IDtEIl SEE HLTI FlUrOP Dl4TAWTIM WM & FM A==& DGTId1C = - - -- - HILTI. DIC Mlk GK -1- 800-814.8000 - - - - -- - FIRESTOP DETAIL NO SCALE EXISTING SHELL SPRINKLERS /)h NOT IN CONTRACT SPRINKLER RELOCATION DETAIL NO SCALE MOST REMOTE AREA .10/921 100 GPM HOSE ALLOWANCE 40% DESIGN AREA REDUCTION FOR 10 FT CEILING AS PER NFPA 13 11.2.3.2.3.1 FILENAME: BARROSO ALL CEILINGS ARE AT 9'-0• AFF UNLESS NOTED 1• EXISTING SHELL N.I.C. EXISTING SHELL N.I.C. Z..6-'F EXISTING 4 F. .F I x EXISTING 4" - -- 10 - - - - - EXISTING 4�---- �L_ - - -_ I �� 6" EXISTING 6" P.I.V. EXISTING SHELL ` EXISTING ELECTRIC FIRE PUMP " ,2J ,1.25 PSF -AT 750 GPM f 4 4 5 =- -•o-O= �� EXISTING 6"AMES 3000SS DDC N.I.C. EXISTING 4 °F.S.P. - - - - EXISTING 6" --- - - - - -J EXISTING / FIRE HYDRANT EXISTING SIAMESE CONNECTION KEY PLAN O I ) WITH CHECK VALVE ' - - NO SCALE � - - - - - I ,.-. EXISTING 12" CITY MAIN I APPROX. 62 FEET ! Dr.Barroso 1st fl -.10/900 Hydraulics Summary Sheet PRIORITY FIRE COMPANY INC Designer; CK 7234 TAFT STREET Cale By: CK HOLLYWOOD, FLORIDA 33024 Date: 03/05/07 964 -H88 -8687 Project Information SYM Hydraulics TEMP K Information EDUARDO G. BARROSO M.D. MODEL# SIN # 1st FLR MEDICAL OFFICE RENOVATION COVER PLATE Demand... 0141 SUNSET DRIVE (SW 72nd AVENUE) 165 ri SOUTH MIAMI FLORIDA r♦ r♦ VK404 BRASS QUICK RESPONSE CONCEALED PENDENT Hose at Srce: 0.00 GPM f ---- SI-AIR NO. 2 Total Flow: 324.95 GPM +MI-D. VA000 �� PUMP ROOM f - Total Pros: 4.56 PSI System ID: Dr.ear•roso 1st f1 - .10/900 ■■ Static Elev. 0.00 Ft Ref. Droving No: FP -1 N W � rr� M- -7 now 822.42 t ■ Supply... 1 � Water Flow Test Occupancy. OFFICES C-1 _ Static: es. D0 PSI NEW ilCxf CUT -IN 0 Residual: 45.00 PSI ■ ■ Qty Flowing: 1600.00 GPM 1-­! A4 Elevation: 0.00 Ft System Information „1 ■ Date: Time: ■ ■ By: _Hydraulics Design Criteria_ J' UP CN System Type: NET ■ Rated: 125.0 PSI! 750.0 GPM Density: .10 GPM/Sgrt Boost Pros: 40.36 PSI Remote Area: 900 SgFt Discharge Pros: 40.38 PSI Sprinkler Coverage: 225 MRx SgFt ■ Discharge Flow: 324.95 GPM Design Standard: w" 013 2002 EDITION ■ ■ Hazard: LIGHT ■ _Combined_ Static: (NA) PSI Figure: Curve: Residual: (NA> PSI _Sprinklers / Nozzles Qty Flowing: CN+) GPM Manufacturer: VIKING Available... Model' 08-88 UK404 CONC P) 63.94 PSI* 324.95 GPM Size: 1/2• F) 4.56 PSI* 2907.15 GPM K- Factor. 5.6 Temp. Rating: %SS PARTIAL SECOND FLOOR FIRE SPRINKLER PLAN 111 ■ Pressure: 59.39 PSt ■3�1 MOST REMOTE AREA .10/921 100 GPM HOSE ALLOWANCE 40% DESIGN AREA REDUCTION FOR 10 FT CEILING AS PER NFPA 13 11.2.3.2.3.1 FILENAME: BARROSO ALL CEILINGS ARE AT 9'-0• AFF UNLESS NOTED 1• EXISTING SHELL N.I.C. EXISTING SHELL N.I.C. Z..6-'F EXISTING 4 F. .F I x EXISTING 4" - -- 10 - - - - - EXISTING 4�---- �L_ - - -_ I �� 6" EXISTING 6" P.I.V. EXISTING SHELL ` EXISTING ELECTRIC FIRE PUMP " ,2J ,1.25 PSF -AT 750 GPM f 4 4 5 =- -•o-O= �� EXISTING 6"AMES 3000SS DDC N.I.C. EXISTING 4 °F.S.P. - - - - EXISTING 6" --- - - - - -J EXISTING / FIRE HYDRANT EXISTING SIAMESE CONNECTION KEY PLAN O I ) WITH CHECK VALVE ' - - NO SCALE � - - - - - I ,.-. EXISTING 12" CITY MAIN I APPROX. 62 FEET ! Dr.Barroso 1st fl -.10/900 Hydraulics Summary Sheet PRIORITY FIRE COMPANY INC Designer; CK 7234 TAFT STREET Cale By: CK HOLLYWOOD, FLORIDA 33024 Date: 03/05/07 964 -H88 -8687 Project Information SYM Hydraulics TEMP K Information EDUARDO G. BARROSO M.D. MODEL# SIN # 1st FLR MEDICAL OFFICE RENOVATION COVER PLATE Demand... 0141 SUNSET DRIVE (SW 72nd AVENUE) 165 Spr Req'd Pres: 4.82 PSI SOUTH MIAMI FLORIDA VIKING Spr Req'd Flow: 224.95 GPM Add'I Flows: 100.00 GPM VK404 BRASS QUICK RESPONSE CONCEALED PENDENT Hose at Srce: 0.00 GPM Contract No: M Total Flow: 324.95 GPM Building: FILES BARROSO � Total Pros: 4.56 PSI System ID: Dr.ear•roso 1st f1 - .10/900 ■■ Static Elev. 0.00 Ft Ref. Droving No: FP -1 N W � rr� M- -7 now 822.42 t ■ Supply... Construction, NONCOMBUSTIBLE 1 � Water Flow Test Occupancy. OFFICES C-1 _ Static: es. D0 PSI Authority: METRO -DARE FIRE 0 Residual: 45.00 PSI ■ ■ Qty Flowing: 1600.00 GPM 1-­! A4 Elevation: 0.00 Ft System Information „1 ■ Date: Time: ■ ■ By: _Hydraulics Design Criteria_ ■ _Pump Data_ System Type: NET ■ Rated: 125.0 PSI! 750.0 GPM Density: .10 GPM/Sgrt Boost Pros: 40.36 PSI Remote Area: 900 SgFt Discharge Pros: 40.38 PSI Sprinkler Coverage: 225 MRx SgFt ■ Discharge Flow: 324.95 GPM Design Standard: w" 013 2002 EDITION ■ ■ Hazard: LIGHT ■ _Combined_ Static: (NA) PSI Figure: Curve: Residual: (NA> PSI _Sprinklers / Nozzles Qty Flowing: CN+) GPM Manufacturer: VIKING Available... Model' 08-88 UK404 CONC P) 63.94 PSI* 324.95 GPM Size: 1/2• F) 4.56 PSI* 2907.15 GPM K- Factor. 5.6 Temp. Rating: %SS Margin... 111 ■ Pressure: 59.39 PSt ■3�1 Flow: 2582.19 GPM NOTES: 1) SCOPE MODIFY EXISTING FIRE SPRINKLER SYSTEM TO ACCOMODATE NEW PARTITIONS AND CEILINGS - FIRST FLOOR EXISTING 5 STORY BUILDING FULLY SPRINKLED FROM EXISTING HORIZONTAL ELECTRIC FIRE PUMP - 750 GPM AT 125 PSI 2) NEW WORK DESIGNED, HYDRAULICALLY CALCULATED AND INSTALLED IN ACCORDANCE WITH NFPA #13 (2002 EDITION) F.B.C. AND THE AUTHORITY HAVING JURISDICTION FOR LIGHT HAZARD OCCUPANCY -- .10/900 -100 GPM HOSE ALLOWANCE 225 SQ.FOOT MAXIMUM SPRINKLER SPACING 40% DESIGN AREA REDUCTION FOR 10 FT CEIUNG AS PER NFPA 13 11.2.3.2.3.1 3) NEW PIPING AS FOLLOWS: 1" THRU 1>i BLACK THREADABLE THINWALL STEEL WITH CAST IRON SCREW FITTINGS OR ROLL GROOVED WITH FIRELOCK GROOVED FITTINGS 4) ALL SPRINKLER HEADS TO BE QUICK RESPONSE TYPE 5) ALL HANGING METHODS AS PER NPFA #13 (see detail) 6) SMALL ROOM SPACING RULE APPLIED (NFPA #13 8.6.3.2.4) 7) ALL RATED WALLS TO BE FIRESTOPPED AS PER MANUF.SPECIFICATIONS 8) SPARE HEAD BOX WITH WRENCH EXISTING. ADDITIONAL SPRINKLERS TO BE ADDED 9) ALL SPRINKLER HEADS TO BE CENTER IN CEILING TILE UNLESS NOTED 10) ALL PIPING SHALL BE HYDROSTATICALLY TESTED TO 200 P.S.I. FOR TWO (2) HOURS 11) O HYDRAULIC NODE POINT 12) FLOW TEST DATA PROVIDED BY METRO -DADE FIRE RESCUE. FIRE SPRINKLER SYSTEM TO BE CALCULATED UTILIZING A 5 PSI REDUCTION AS REQUIRED (SEE HYDRAULIC CALCULATIONS FOR FLOW TEST DATA SHEET) DATE: 10/26/06 TIME 1:OOPM LOCATION: 6141 72nd AVENUE BY: LT. CHAPELLN ACTUAL FLOW TEST SPKLR DESIGN FLOW STATIC: 70 P.S.1 STATIC: 65 P.S.1 RESIDULE. 50 P.S.1 RESIDULE: 45 P.S.1 FLOW: 1600 G.P.M FLOW: 1600 G.P.M FIRE SPRINKLER HEAD SCHEDULE SYM QTY TEMP K INPT I MFG. MODEL# SIN # DESCRIPTION COVER PLATE 0 57 165 5.611/2" ^ VIKING B -2 VK404 BRASS QUICK RESPONSE CONCEALED PENDENT WHITE "AS NOTED" M � � a ■■ E-4 ■��m N W � rr� M- -7 now 822.42 t ■ cG 1I■■■■■■■■■ 1 � � � O C-1 0 x 0 O ■ ■ ■��■ 1-­! A4 W Q „1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ TOTAL FIRE SPRINKLERS THIS PROJECT = 57 i -- /� A -- EXISTING 4 "F.S.P. 112 O / I i I I EXISTING 4" f System Demand.. Sprinkler Demand 152.13 PSI a 224.95 GPM Additional Flows 100.00 GPM Hose at Source 0.00 GPM Total Demand 149.24 PSI a 324.95 GPM Cbmbined Supply.. Static 215.00 PSI Residual 135.83 PSI e 1125.00 GPM WSW Far(W" f Water Supply.. Static 55.00 PSI Residual 45.00 PSI a 1600.00 GPM Elevation 0.00 PSI Booster Pump.. Pump Rating 125.00 PSI a 750.00 GPM Discharge 40.36 PSI a 324.95 GPM Boost 40.36 PSI a 324.95 GPM Suction 0.10 PSI a 324.95 GPM Pptird2r I1ri -V:' A §tud- =• v ; �: • 3 /8'Rod Coupting Concrete Construction o 3 /8'QtldThread Swivel Ring SYMBOL LEGEND NO SCALE SYMBOL LEGEND (i EXISTING TYCO 4 15T CHROME UPRIGHT SPRINKLER MODEL EC11 S.I.N.# TY5137 �- -- -- - EXISTING PIPING - 1" THRU r BLACK THREADABLE THINWALL 2Y* THRU fi BLACK SCH 10 NEW PIPING SEE NOTE #3 / DENOTES HANGER LOCATIONS -1.e�/� DENOTES REMOVING EXISTING PIPE ` RELOCATED 1" OUTLET PLUG REMOVE EXISTING SPRINKLER AND PLUG OUTLET (DELETED FROM BASE SYSTEM) v NEW SPRINKLER (SEE HEAD LEGEND) SCOPE OF WORK: 1) HEADS RELOCATED: 27 2) HEADS ADDED TO SYSTEM: 30 3) HEADS PLUGGED: 0 TOTAL HEADS WORKED 1st FLOOR: 56 TOTAL HEADS WORKED 2nd FLOOR: 1 TOTAL HEADS WORKED ON PROJECT: 57 y. W 4 ¢ N J.,. W zol.o �,L Z z;,2 oo *,ti.t� aa LC W �ooN� ui �i C : C. L . Ul V I k ti z a Vi J W • U 0) m 0 Q an cp co E-4 W rO V) O C'7 O O Z Z b.A ^ �4 iii O �.;INN co v ■■■■■■■■ "AS NOTED" M � � a ■■ E-4 ■��m N W � rr� M- -7 now 822.42 t ■ cG 1I■■■■■■■■■ 1 � � � O C-1 0 x 0 O ■ ■ ■��■ 1-­! A4 W Q „1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■__o �.,, lip. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■���� .. 111 ■ ■ ■3�1 ■ ■ ■ ■ ■ ■ ■����� �; -Input ■ ■6�■�� ■ ■ ■ ■�����', 1 iliN "MAIRMIM �� ■ ■ ■�����' HOME ■E?C!Mmml�� ■ ■ ■����', WINE i NON■ ■I IM I III MEN mall - =41 ►��� ���� �l INN 10MMON �©.■ ■■■ ■i WAl■I■ it■■■■p: ■ =fit ■ ■����C���I a 601M law System Demand.. Sprinkler Demand 152.13 PSI a 224.95 GPM Additional Flows 100.00 GPM Hose at Source 0.00 GPM Total Demand 149.24 PSI a 324.95 GPM Cbmbined Supply.. Static 215.00 PSI Residual 135.83 PSI e 1125.00 GPM WSW Far(W" f Water Supply.. Static 55.00 PSI Residual 45.00 PSI a 1600.00 GPM Elevation 0.00 PSI Booster Pump.. Pump Rating 125.00 PSI a 750.00 GPM Discharge 40.36 PSI a 324.95 GPM Boost 40.36 PSI a 324.95 GPM Suction 0.10 PSI a 324.95 GPM Pptird2r I1ri -V:' A §tud- =• v ; �: • 3 /8'Rod Coupting Concrete Construction o 3 /8'QtldThread Swivel Ring SYMBOL LEGEND NO SCALE SYMBOL LEGEND (i EXISTING TYCO 4 15T CHROME UPRIGHT SPRINKLER MODEL EC11 S.I.N.# TY5137 �- -- -- - EXISTING PIPING - 1" THRU r BLACK THREADABLE THINWALL 2Y* THRU fi BLACK SCH 10 NEW PIPING SEE NOTE #3 / DENOTES HANGER LOCATIONS -1.e�/� DENOTES REMOVING EXISTING PIPE ` RELOCATED 1" OUTLET PLUG REMOVE EXISTING SPRINKLER AND PLUG OUTLET (DELETED FROM BASE SYSTEM) v NEW SPRINKLER (SEE HEAD LEGEND) SCOPE OF WORK: 1) HEADS RELOCATED: 27 2) HEADS ADDED TO SYSTEM: 30 3) HEADS PLUGGED: 0 TOTAL HEADS WORKED 1st FLOOR: 56 TOTAL HEADS WORKED 2nd FLOOR: 1 TOTAL HEADS WORKED ON PROJECT: 57 y. W 4 ¢ N J.,. W zol.o �,L Z z;,2 oo *,ti.t� aa LC W �ooN� ui �i C : C. L . Ul V I k ti z a Vi J W • U 0) m 0 Q an cp co E-4 W rO V) O C'7 O O Z Z b.A ^ �4 iii O O co v W "AS NOTED" M � � a o E-4 O a N W � rr� H A OO cG >-4 1 � � � O C-1 0 x 0 O rA 1-­! A4 W Q Q4 a { 0 CC Z L) U A 3/5/2007'`" Q an F'+1 E­4 � E-4 W rO V) O 173.1 O Z b.A W �4 iii O SCALE: i W "AS NOTED" o Ax O A w� ZJ co FP-1 GF6 1 J W v-4 to rA U W -3 C3 Cx Q. DATE: 3/5/2007'`" DRAWN;(: C.K. FILE N$F 8ARROSFP�J)Q1G ' SCALE: i "AS NOTED" FIRE PROTEVTION FIRST FLOOR' Y FP-1 GF6 1 J