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Home My WebLink About6923 Gall Blvd (2)1st FLOOR FIRE SPRINKLER PLAN SCALE: 11B'=1•.0 19.888a9.M. Hanger No. 01 C Powder Driven Stud Hilti Powder Driven Stud or Equal. Rod Coupling i All Thread Rounded o to Rod rust In, a 1 Pipe Swivel Ring t i Concrete Construction Note on Plan: Hanger Number and "A^ Dtmension Hanger No. 05C Concrete Anchor H I LTI 3/&' H DI-P Hilo 3f8" HDI-P (Drilled) r 3/4" Concrete Construction All Thread Rounded to Rod ` 'L Nearest '/:^ Bottom of Concrete to Center Line of Pipe Pipe Swivel Ring 1 Note on Plan: Hamer Number and 'A' Dimension —14 r., =01 a !V 1W u) *1 0 4" FROM CITY rl r TEE WVCOUP ,13 4" ELL WICOUP ;4) 3" GRV BFV WITS (C 3" GRV CHECK VA (6t 3" RISER MANIFOLD W! RELIEF VALVE Cl) 3" To 1st FLR SYSTEM C!) C TO 2nd FLR 1st FLR RISER DETAIL SCALE` 3118" = V-0 GENERAL NOTES SCOPE OF WORK: 1. PROJECT IS DESIGNED IN ACCORDANCE WITH NFPA-13 (2016) AND LOCAL AUTHORITY - ORDINARY HAZARD R OCCUPANCY FOR STORAGE, ELEC, ETC. . LIGHT HAZARD OCCUPANCY IN BATHROOMS, OFFICES, OPEN AREA, ETC. 2- ALL PIPING INSTALLED ON THIS PROJECT TO MEET THE REQUIREMENTS OF NFPA-13 (16) AND THE MANUFACTURERS LISTING. ALL PIPING IS PROTECTED PER THESE LISTINGS 3. BUILDING IS CONCRETE DECK AND Z-PURLIN CONSTRUCTION WITH METAL STUDS AND CONCRETE FRAMED WALLS. C HANGERS TO BE DESIGNED AND INSTALLED IN ACCORDANCE VORA-13 (16) TABLE 9.2.2 MATERIAL SUMMARY MATERIAL NOTES: ALL 1" PIPING TO BE SCH. 40 ALL PIPING 1'/," AND GREATER BLACK SCH 7110 FITTING NOTES: THREADED FITTING'S DUCTILE IRON GROOVED FITTINGS d MECHANICAL TEES DESIGN CRITERIA LIGHT HAZARD MAXIMUM SPRINKLER SPACING OF 225 SOFT. MAXIMUM DISTANCE BETWEEN SPRINKLERS TO BE PER MANUFACTURERS LISTING 100GPM HOSE ALLOWANCE ORDINARY HAZARD MAXIMUM SPRINKLER SPACING 130 SQ.FT. MAXIMUM DISTANCE BETWEEN SPRINKLERS TO BE PER MANUFACTURERS LISTING 250GPM HOSE ALLOWANCE SYSTEM INFORMATION DECK - SLOPES FROM NORTH OF BUILDING TO SOUTH. C.L. BRANCH LINE - AS NOTED C.L. MAIN - AS NOTED I% -1'h" BRANCH LINE 2" - 4" CROSS MAIN ',V 61" OUTLETS ON BRANCH LINE METAL 6 PURLIN CONSTRUCTION PIPING ON THIS FOLOOR I S' 10401 R SIGN J& SEAL o ' B E yF9 i� �Q; •'•E NS -r-, R.K. Busher Engineering, Inc. EBk9221 �• Company Name ;W LLI 4800 SW 64th Ave. Suite 109 T '• L R �/ Davie FL 33314 Address i ., �� i f .' r 954-729.4268 PROJECT NORTH .. '' Phone CS to J O am 0 Q A M J C O 5 >f` V 9 CL o v L CL tV c O > M C o Q a O rL >s C.7 U- o cc N 7+ m L 40 = - s_ Q CL 0 a QV c z W J LU tip 10 R W J w 9 ` ]C z ev m o `n 4 > > a/A� � � m 0 *JA r•� W V 9 G a O W N sp N O W a e a S r N 8 m O W O i0 LU $ lb d�ayy 4 � W a j 2 = Q �+ Yz C } 0n us a �w Ui O G O HO H F- 121 ft Z O = PELT HO. CONTRACT NO UHW APPROVAL City ofZephyrhills C.D.T. SAS SCALE AS SHOWN DATE 5 5 REV DATE FP-101 1�2 �J 5.$ �'_JT�2 O8 14 11 12 13 14 15 16 17 18 19 2A0� 21 i H 0 - 2nd FLOOR FIRE SPRINKLER PLAN Hanger No. 01 C Powder Driven Stud Him Powder [riven Stud or Equal. Rod Coupling a 1 All Thread Rounded to Rod Nearest Inch Q Pipe Swivel Ring / Hanger No. 05C Concrete Anchor H I LTI 318" H DI-P Hitti 3/$" HDI-P (Dried) ` I Concrete i Construction Concrete Construction Q 3. All Thread Rounded to Rod Ct Nearest fe Bottom of Concrete to 1 Center Line of Pipe Pipe Swivel Rtng 1 Note on Plan: Hanger Number and "A" Dimension Note on Plan: Hanger Number and 'A' Dimension HYDRAULIC SYSTEM This building is protected by a Hydraulically Designed Automatic Sprinkler System. Location AREA 2 - 2nd FLR No. of Sprinklers 21 Basis of Design 1. DENSITY .20 GPI=Q. FT. 2. DESIGNED AREA OF DISCHARGE -985 SOFT. System Demand 1. WATER FLOW RATE 623.90 GPM 2. RESIDUAL PRESSURE AT THE 54.861 PSI BASE OF THE RISER INSTALLED BY: SOUTHERN CROSS FIRE PROTECTION, LLC 41014 CLAY GULLY RD. MYAKKA CITY, FL 34251 3td FLR 3 �t N � ti (s s (1) NOT USED (J NOT USED /5; (3) 3"ELL WCOUP 0 f 4� 3" GRV BFV adTS L) (,q) 3" GRV CHECK VA (J 3" RISER MANIFOLD W m r RELIEF VALVE (7i 3" TO 2nd FLR SYSTEM CD 2nd 2nd FLR RISER DETAIL SCALE: 3V = V-0 GENERAL NOTES SCOPE OF WORK: 1. PROJECT IS DESIGNED IN ACCORDANCE WITH NFPA-13 (2016) AND LOCAL AUTHORITY - ORDINARY HAZARD N OCCUPANCY FOR STORAGE, ELEC, ETC. - LIGHT HAZARD OCCUPANCY IN BATHROOMS, OFFICES, OPEN AREA, ETC. 2. ALL PIPING INSTALLED ON THIS PROJECT TO MEET THE REQUIREMENTS OF NFPA-13 (16) AND THE MANUFACTURERS LISTING. ALL PIPING IS PROTECTED PER THESE LISTINGS 3. BUILDING M CONCRETE DECK AND Z-PURLIN CONSTRUCTION WITH METAL STUDS AND CONCRETE FRAMED WALLS. 4. HANGERS TO BE DESIGNED AND INSTALLED IN ACCORDANCE WINFPA-13 (16) TABLE 9.2.2 MATERIAL SUMMARY MATERIAL NOTES: ALL 1" PIPING TO BE SCH. 40 ALL PIPING 1'l," AND GREATER BLACK SCH 7t10 FITTING NOTES: THREADED FITTINGS DUCTILE IRON GROOVED FITTINGS A MECHANICAL TEES DESIGN CRITERIA LIGHT HAZARD MAXIMUM SPRINKLER SPACING OF 225 SOFT. MAXIMUM DISTANCE BETWEEN SPRINKLERS TO BE PER MANUFACTURERS LISTING 100GPM HOSE ALLOWANCE ORDINARY HAZARD MAXIMUM SPRINKLER SPACING 130 SQ.FT. MAXIMUM DISTANCE BETWEEN SPRINKLERS TO BE PER MANUFACTURERS LISTING 250GPM HOSE ALLOWANCE r 6 ® 23 24 25 40 J sa go J �- N L so _ so — so —« s o 1 I _ " c� � tDx20 i0x20 1Qx24 i IL B.. per,U. 10 A SYSTEM INFORMATION DECK - SLOPES FROM NORTH OF BUILDING TO SOUTH. C.L. BRANCH LINE - AS NOTED C.L. MAIN - AS NOTED 1% -114" BRANCH LINE 2" - 4" CROSS MAIN %" A 1" OUTLETS ON BRANCH LINE METAL & PURUN CONSTRUCTION PROJECT NORTH —'allENGIN9911 SIGN & SEAL %� SNFR ° �•:••��.j S e '•. �� R.K. Busher 1 Engineering, Inc. 560 8 EB9 9221 (r fl mripany Name =r : W= I F 600 SW 641 h Ave. ��rrrr�I i ? ` I Suite 109 Davie FL 33314 % Address 954-7294268 Phone i A N au N 9 3 M � o 4.CO LJL Q a i� 4) (j L.L . CD ti ma >~ E U) 0 a. 0 V c Z V J J J dN N CY) 0 0 0 • O p S P r t- W J LUus '� o t i a f- o Fv LU J LU U - - tr - N O U) Le 0 0 \ i' aCr C _N ca N 0 a z +�44 t: O� IL 0 r N W o` W y w a Z W 3 Y3C zo Y 4f tom.) Ct C Q p. aa; t1. W C W p N p z LU O x on�u�ni PERWT NO. PERWT NO. CONTRACT No UHSZ APPROVAL Cityoftelrhyrhills C.D.T. SAS SCALE AS SHOM DATE 5.6-23 REV DATE FP-102 1111 5 16 1 18 " 19 2>� 21�` � 23 24 25 7-0h 0-11 1141 h 0'-4 Ot4 1W_0 9'•11'b Z 1K T-0% ►I- V-10 _- 4.2 -- T-9 - - -- li'-0 -, -� 8'0°4 4'-6Y, 5'4% T-5 --T-7- Y4►, T4 74 I T-2:46'-7% I , : li0. 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Location AREA 1.3rd FLR No. of Sprinklers 8 Basis of Design 1. DENSITY _20 GPMISQ. FT. 2. DESIGNED AREA OF DISCHARGE 994 SQ.FT. System Demand 1. WATER FLOW RATE 463.06 GPM 2. RESIDUAL PRESSURE AT THE 47.597 PSI BASE OF THE RISER INSTALLED BY: SOUTHERN CROSS FIRE PROTECTION, LLC 41014 CLAY GULLY RD. MYAKKA CITY, FL 34251 ROOF 3 N 1, NOT USED 2 NOT USED (g ) 3 4"0" RED COUP 4' 3" GRV BFV wlTS 3" GRV CHECK VA 6 3" RISER MANIFOLD wl RELIEF VALVE l7 `` 3" TO 3rd FLR SYSTEM s 3 3rd FLR 2nd FLR RISER DETAIL SCALE: 31fl" = V-0 GENERAL NOTES SCOPE OF WORK: 1. PROJECT IS DESIGNED IN ACCORDANCE WITH NFPA-13 (2016) AND LOCAL AUTHORITY ORDINARY HAZARD 11 OCCUPANCY FOR STORAGE, ELEC., ETC, LIGHT HAZARD OCCUPANCY IN BATHROOMS, OFFICES, OPEN AREA, ETC- 2. ALL PIPING INSTALLED ON THIS PROJECT TO MEET THE REQUIREMENTS OF NFPA-13 (16) AND THE MANUFACTURERS LISTING_ ALL PIPING IS PROTECTED PER THESE LISTINGS 3, BUILDING IS CONCRETE DECK ANDZ-PURLIN CONSTRUCTION WITH METAL STUDS AND CONCRETE FRAMED WALLS. 4. HANGERS TO BE DESIGNED AND INSTALLED IN ACCORDANCE WINFPA-13 (16) TABLE 9.2.2 MATERIAL SUMMARY_ - MATERIAL NOTES: ALL 1" PIPING TO BE SCH. 40 ALL PIPING 1'G" AND GREATER BLACK SCH 7110 FITTING NOTES: THREADED FITTINGS DUCTILE IRON GROOVED FITTINGS & MECHANICAL TEES DESIGN CRITERIA LIGHT HAZARD MAXIMUM SPRINKLER SPACING OF 225 SOFT. MAXIMUM DISTANCE BETWEEN SPRINKLERS TO BE PER MANUFACTURERS LISTING 100GPM HOSE ALLOWANCE ORDINARY HAZARD MAXIMUM SPRINKLER SPACING 130 SQ,FT- MAXIMUM DISTANCE BETWEEN SPRINKLERS TO BE PER MANUFACTURERS LISTING 250GPM NOSE ALLOWANCE SYSTEM INFORMATION DECK SLOPES FROM NORTH OF BUILDING TO SOUTH C.L. BRANCH LINE - AS NOTED C.L. MAIN - AS NOTED 1'%< -1;z' BRANCH LINE 2" - 4" CROSS MAIN Y," & 1" OUTLETS ON BRANCH LINE METAL & PURLIN CONSTRUCTION PIPING ON THIS FLOOR IS -1 BELOW DECK EtAqINEER SIGN & SEAL BUSy, ..6 ,. • ,•••••. �F9 ®,, R.K. Busher �e`,�G✓Q..•GE N se �s®� Engineering, Inc. 6 0� EB# 9221 Company Name 1 : Cr� ° LU ®I : I 3 LU = 4800 SW 64th Ave. Suite 109 Davie, FL 33314 / Address �1� / 954Phe268 PROJECT NORTH rr s a pe®-® J -j .� Ir- F N O o Q ch o ■� L 0- >0 CcLi. CL LL i n ` U11) �/.•qy�� V m LL to W U U_ Q V / N -L .0c CF) M r O AW C ^` W O V/ 0 O .■... v ce F .J = W J d o j L'L a v i u It LL LL. J CZ W r n a* I rri Z t> a- L" 0 0 W CZ F- N N {V W � LU N N ry Z O ID O _ y 5 IL 0 M r a C9 c1; 0 Z PERMIT N0. CONTRACT NO ;JHS<' APPROVAL City of 2ephyrhills C.M. SAS SCALE AS SHOWN DATE 5-5-23 REV oATe. FP- + ` V� 1 3 j