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HomeMy WebLinkAbout22-3515City of Zephyrhills 5335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 11111 lilill 11111111111111111 Jill 111 111 111 111 BAC-003515-2022 Issue Date: 02/09/2022 Complete Plans, Specifications add foe Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PE IT OFFICE PERM1T EXPIRES 1N 6 MONTHS WITHOUT APPROVED INSPECTION .•'I -1 ., ,.., r. I 1 Il{I{ 1 V. 1 .' 1 11 1 I 1 1-.r.. 11 _. .. .1: _.•k ....;a- :..1... .1' II' -Iv •11'a t 1"PI :11 -I :V.II. nl .., t..: .VI 4 .1:. ..Y HI.s - - .. ..�_ • N - _ _ - :. v ,:; 1;r I ,... :1 .- �. ;. ,. .. .. :. _1I 1. Ile'1�1F r -'!. r' ny. A 19 '1 I ,.I itr ra. I NJ:IEI E !It +�a...�s5.11 r :.. i � . ::- c ,• _ ; : I _ G 1. 1 9 I .. E 1� b I 1.: _ I .1 II I IIIJ: 11. I a i WE _.� � �I-son - -son - --son --tiar- son ^-sari sari --son --san son--_scn - -son - -son UTILITY LEGEND f- -- - - - - --' FIRE HYDRANT ASSEMBLY CONNECT T EXISTING N SANITARY Y LATERAL. SEE DETAIL W-10, SHT. 13.0 _IT -wrn-- --1 -- -wm---Wm---u1-WM - ----wm - ( I -r--- -- - -- - SS SANITARY SEWER �WATER SAMPLE POINT 61GV I _- -----=I --_--- =-=--=-------=- ---I EXISTING WILKINS 975XL2 III(I _C_O--O-_RD_ jII III _NA_T-E HORIZONTAL ORI ONTAL AND VERTICAL -----_ °�... CLEANOUTCO CHLORINE INJECTION POINTBACKFLOW- ASSEMBLY= 0391 1 O044 (BY OTHERS) LOCATION WITH ENGINEER PRIOR TO 04 GATE VALVE WM WATER MAIN ARD-STD T UCTI ----- 4. a, FIRE HYDRANT FL FIRE LINE4040 - 03 _ - -----Source-Information- - REDUCER U.E. UTILITY EASEMENT El34 Date-of-FlawTest-/-Info= B/o> V EXISTING UTILITIES -- - - - - 02 To BE PRESERVED ( �i I j `I -I Location of flow test data : EXISTING FIRE BLOWCyFF D.E. DRAINAGE EASEMENT I I AND PROTECTED )NO. IE-1oa.5 T7744 GALL BLVD. (HYDRANTS 85® WATER METER DRAINAGE &UTILITY EASEMEN D.U.E. z I Source of flow test data I CITY OF ZEPHYHILLS EW BACKFLOW PREVENTER l :€ I Source Data Points Pump Data Points --- NEW FDC_ -----__________ CROSSING? I I (BY OTHERS) J I Pressure Flow Pressure Flow I I 1" SEWER % MINIMURVICE SLOPE I I 55.0 0.00 NI I I i TYP. I 45.0 919 III 'V1 IAIA ' I I I I I I I I I I 1 I 6" DR-14 6 It FIRE LINE i I I I I I I L I I I I PATIO 848 - J ---- --= - +/-SF I I ANSFORMER PAD - CONTRACTOR FO COORDINATE REQUIREMENTS AND FINAL LOCATION WITH UTILITY PROVIDER T 1 I CROSSING 'G' I 2" WATER LINE LINE c f OUTDOOR PATIO 3"X2" TEE 540 +/- SF F-----__1 z EXISTING RISER. SEE it 11711 DETAIL THIS SHEET. j Ir RESTAURANT/RETAIL RESTAURANT 4 000 S.F. 2,400 S. F. I 6" SEWER SERVICE C/o IE=111.50 F,F,E - 1�5.00 F.F.E. = 11.5.00 I' 4" GREASE SERVICE 6" SEWER SERVICE > it C/O IE=1111.50 CROSSING 'T' C/O IE=111.05 611 SEWER z li I CROSSIN _ SERVICE a 6" SEWER SERVICE CI 4" GREASE SERVICE C/O IE=111.15 ( C/O IE=111.00 IE=110.90 it _ff �1 T � 1 C/O IE=110.70 T' FI I ! 1 C/0 IE=109.35 i C/O SEE DETAIL SHT. 12.0 TYP. CROSSING 'B' - C/0 IE=110.15 6" SEWER SERVICE -1% MINIMUM SLOPE TYP. I i i CROSSING 'A' 1% MINIMUM SLOPE k GREASE INTERCEPTOR TO - - - - -- i BE DESIGNED BY OTHERS TYP, I i' C/0 IE=110.45 - - - - - - - - - ('' --- - - - - -- ! C/O IE = 111.2S (N) CROSSING 'i' (2) - 6' 45° BEND(S) ( (; GREASE INTERCEPTOR TO BE DESIGNED BY OTHERS C/O IE = 111.00 (S) I C/O IE = 110.70 (N) _ I .. __-------_---- -- C/O IE = 110.45 (S) o__ ...-a-__ � ;,__ ... m.® spa• _a,>: +► _ I t ' 120.6 EXI STI N G AVID GROUP SITE PLAN SCALE: 1" = 20'-0" 0 10 20 30 40 50 60 70 80 GRAPHIC SCALE: 1" = 20'- 0" UTILITY NOTES.- 1. EXISTING WATER MAIN LOCATIONS ARE BASED UPON 30FIN L. WABY, PLS NO. 4270, OF AVID GROUP DATED 01/27/2020. 2. EXISTING SEWER SERVICE LOCATIONS ARE BASED UPON JOHN L. WABY, PLS NO. 4270, OF AVID GROUP DATED 01/27/2020, 3. CONTRACTOR TO NOTIFY ALL UTILITY COMPANIES FOR EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 4. CONTRACTOR IS REQUIRED TO FIELD VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES AND OTHER FEATURES PRIOR TO PROCEEDING WITH ANY PROPOSED CONSTRUCTION. THE CONTRACTOR MAY CONSULTTHE UTILITY OWNER'S RECORD DRAWINGS, BUT THE UTILITY OWNER AND THE ENGINEER DO NOT GUARANTEE, BY IMPLICATION OR OTHERWISE, THE ACCURACY OF THESE UTILITY OWNERS RECORD DRAWINGS. SITE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR ANY MODIFICATIONS REQUIRED OTHER THAN SHOWN ON THE PLANS. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES AND SHALL NOTIFY THE ENGINEER IN WRITING OF ANY DEVIATION FROM THE PLANS. 5. CONTRACTOR IS RESPONSIBLE FOR ALL UNDERGROUND CONDUITS AND WIRING TO SIGNS AND LIGHTING. 6. SEE ARCHITECTURAL / MECHANICAL ENGINEERING PLANS FOR ANY PROPOSED FIRE PROTECTION DESIGNS & SPECIFICATIONS. 7. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN PROXIMITY OF ALL UTILITIES, EXISTING UTILITY LOCATIONS SHOWN ON THE PLANS ARE NOT EXACT OR GUARANTEED. 8. ALL PROPOSED DOMESTIC WATER MAINS (DENOTED AS WM) SHALL BE C-900 DR-18 PVC PIPE UNLESS OTHERWISE NOTED ON THE PLANS HEREIN. 9. ALL PROPOSED RECLAIMED WATER MAINS (DENOTED AS RCWM) SHALL BE C-900 DR-18 PVC PIPE UNLESS OTHERWISE NOTED ON THE PLANS HEREIN. 10. ALL PROPOSED FIRE SERVICE LINES (DENOTED AS FL) SHALL BE C-900 DR-14 PVC PIPE UNLESS OTHERWISE NOTED ON THE PLANS HEREIN. 11, ALL SANITARY SEWER LINES (DENOTED AS SS OR SAN) SHALL BE SDR35 PVC PIPE UNLESS OTHERWISE NOTED ON THE PLANS HEREIN. 12. IT IS THE RESPONSIBI►_ITY OF THE CONTRACTOR DURING THE INSTALLATION OF ALL SERVICE LATERALS (SEWER AND WATER) TO COORDINATE ALL VERTICAL CLEARANCES/CONFLICTS WITH EXISTING AND PROPOSED PIPING, CONDUITS, AND SOFT UTILITIES (EXISTING AND FUTURE). NOTE:BENCHMARK & DATUM FOREMAN NOTE: SPRINKLER HEAD LOCATIONS IN AREAS WITH SUSPENDED ACCOUSTICAL CEILING TILES ARE SHOWN IN CENTER OF TILE FOR DESIGN PURPOSES. THESE HEADS ARE REQUIRED TO BE CENTERED IN CEILING TILES PER CONTRACT SPECIFICATIONS. Florida Certificate of Competency Contractor I - FPC21-000041 MARTIN B HOGLIEVINA Sign: �//lGrir�rv� J�o�tie�inty Date: 1/2O/22 PIPE & FITTING NOTES D E S I G N C R I T E R I A Plot Date: 1/19/2022 10:20 PM /� LINE PIPING TO BE SCHED 40 WITH DUCTILE IRON/CAST IRON OR GALV MALLEABLE IRON FITTINGS TYPE SYSTEM: ET DRY PRE -ACTION ❑ ❑ NFPA STANDARD: 16:NFPA 13 16:NFPA 14 16:NFPA 20 16:NFPA 24 ❑ ❑ ❑ BY OCCUPANCY: BUSINESS APPROVING AUTHORITY: CITY OF ZEPHYRHILLS HAZARD: L.H. APPLICABLE CODE: FFPC 7TH EDITION 120201 DENSITY: 0.10 GPM/SQ.FT. REMOTE AREA: 900 MINIMUM SQ. FT. MAX. S.F./HD.: AS INDICATED TOTAL HOSE STREAM: ❑ 100 GPM ❑ 250 GPM ❑ 500 GPM ❑ 750 GPM ❑ 1000 GPM LOCAL HOSE THREAD: MNST � LINE PIPING TO BE SCHED 10 WITH GROOVE-O-LETS OR THREAD-O-LETS N NORTH *IMPORTANT* THE OWNER HAS THE RESPONSIBILITY OF PROVIDING FREEZE PROTECTION IN AREAS THAT HAVE A WET PIPE SPRINKLER SYSTEM AS WELL AS A SUITABLE HEATED ENCLOSURE FOR DRY PIPE, DELUGE OR ANY OTHER TYPE VALVE CONTROLLING WATER SUPPLIES TO AUTOMATIC SPRINKLER SYSTEMS. El ALL MAIN PIPING TO BE SCHED 10 WITH GROOVE-0- LETS OR THREAD-O-LETS F ALL MAIN PIPING TO BE WITH STANDARD 125# THREADED FITTINGS HANGER NOTES © 2022 VSC FIRE & SECURITY, INC. VSC FIRE & SECURITY, INC. EXPRESSLY RESERVES ITS RIGHTS UNDER COMMON LAW COPYRIGHT LAWS AND ALSO RESERVES ALL OTHER PROPERTY RIGHTS IN CONNECTION WITH THE OWNERSHIP OF THESE DRAWINGS AND/OR DOCUMENTS, THESE DRAWINGS AND/OR DOCUMENTS MAY NOT BE USED, REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER NOR SHALL THEY BE ASSIGNED TO ANY THIRD PARTY WITHOUT THE EXPRESS WRITTEN CONSENT OF VSC FIRE & SECURITY, INC. WHICH CONSENT VSC FIRE & SECURITY, INC. SHALL NOT BE OBLIGATED TO GRANT. ALL RIGHTS RESERVED. -�- DENOTES HANGER LOCATION P00BEAM CLAMP, PIPE RING, & ATR DENOTES TRAPEZE HANGER LOCATION ❑ CONCRETE ANCHOR, PIPE RING, & ATR 3/8" ATR 1" - 4" PIPE ❑ 1/2" ATR 6" & 8" PIPE WOOD HANGER ASSEMBLY, SEE DETAIL STAINLESS STEEL HANGER ASSEMBLY GENERAL. NOTES0 : 1. SPRINKLER SYSTEM SHALL COMPLY WITH THE FLORIDA FIRE PREVENTION CODE, 7TH EDITION (2020) AND 2016 NFPA 13. VSC FIRE'S POINT OF CONNECTION IS WITHIN EXISTING BUILDING AND NEW TENANT SPACE. 2. SPRINKLER HEADS SHALL BE ORIFICE, STYLE AND TEMPERATURE PER NFPA 13 REQUIREMENTS. SEE SPRINKLER HEAD LEGEND ON THIS SHEET. 3. SYSTEM TEST SHALL BE WITNESSED BY CITY OF ZEPHYRHILLS AHJ PRIOR TO ANY PORTION BEING CONCEALED. GENERAL CONTRACTOR SHALL GIVE VSC FIRE 72 HRS NOTICE PRIOR TO REQUESTING AN AREA BEING TESTED. GENERAL CONTRACTOR SHALL NOTIFY OTHERS WHO WOULD LIKE TO BE PRESENT TO WITNESS SYSTEM TEST/INSPECTION. 4. HANGERS TO BE PER DETAILS ON SHEET FP-2. HANGERS SHALL BE SPACED IN ACCORDANCE WITH NFPA 13 REQUIREMENTS. 5. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES. 6. THE OWNER IS RESPONSIBLE FOR PROVIDING AND MAINTAINING ADEQUATE HEAT TO PROTECT WET SYSTEM FROM FREEZING. 7. PIPING EXPOSED TO WEATHER SHALL BE GALVANIZED. GALVANIZED GROOVED PIPING SHALL BE INSTALLED USING MANUFACTURER'S PAINTED GROOVED FITTINGS PER NFPA 13. GALVANIZED THREADED PIPING SHALL BE INSTALLED USING GALVANIZED MALLEABLE IRON FITTINGS. ALL PIPING WITHIN STRUCTURE SHALL BE BLACK SCHEDULE 10/40. 8. GROOVED PIPING 1-1/2" AND LARGER SHALL BE BLACK SCHEDULE 10 WITH THREAD-O-LETS OR GROOVE-O-LETS. THREADED PIPING 1" THRU 2" SHALL BE BLACK OR GALVANIZED SCHED 40. 9. RATED PARTITIONS ARE INDICATED ON PLANS. NO NEW PENETRATIONS. 10. FLOW AND TAMPER SWITCHES ARE EXISTING TO REMAIN. ROOF DECK EXISTING 4" FLOW SWITCH. SAGE DENTAL TO SYSTEM 3,844 SQ.FT. 6,174 SQ.FT. I I I I I �I I I I I 1 I EXISTING 4" SHOTGUN CHECK \ VALVE WITH TRIM. EXISTING 4" BFLY VALVE w/T.S. 020 021 022 FINISHED FLOOR L-r FROM SUPPLY EXISTING 1" INSPECTOR'S TEST GLOBE VALVE. EXISTING 1" SITE GLASS WITH INTEGRAL 17/32" ORIFICE. EXISTING 2" GALV MAIN DRAIN PIPING THRU WALL AT 1'-0" A.F.G. TO 2" GALV THRD 45 ELL. EXISTING 6 x 4" GRVD CONCENTRIC REDUCER. EXISTING RISER DETAIL SCALE: 1/4" = 1'-0" 0 2 4 8 16 GRAPHIC SCALE: 1/4" = 1'- 0° REVISIONS DESCRIPTION Plotted By: Mbhog DATE # INTERNAL DIAMETER SCHED 40 PIPING (THRD & GRVD) 1" ACTUAL I.D. = 1.049 1-1/4 ACTUAL I.D. = 1.380 1-1/2 ACTUAL I.D. = 1.610 2" ACTUAL I.D. = 2.067 2-1/2 ACTUAL I.D. = 2.469 4" ACTUAL I.D. = 4.026 ALL WORK SHALL COMPLY WITH NFFA CODES AND STANDARDS REVIEW DATE- Pi/- ,?--> CITY OF ZEPHYRHI LS FIRE AND LIFE SAFETY EXAMINER C ' Martin Hoglievina - FPC21-000041 Digitally signed by Martin Hoglievina - FPC21-000041 Date: 2022.01.19 22:30:56 -05'00' � SUBMITTAL VSC VSC FIRE • SECURITY, INC. YOUR WORLDPROTECTED. COMPLETE FIRE PROTECTION AND LIFE SAFETY SYSTEMS SINCE 1958 FIRE -SECURITY WEB SITE ADDRESS: http: //www.vscfs.com TAMPA OFFICE 6901 BRYAN DAIRY ROAD - SUITE 110 LARGO, FL 33777 (727) 456-5200 9 FAX (727) 456-5201 • VIRGINIA • MARYLAND • NORTH CAROLINA • SOUTH CAROLINA • • GEORGIA • FLORIDA • ARKANSAS • ALABAMA • JOB No. -- SITE PLAN & NOTES SHEET No. /� DATE 1 /20/22 SAGE DENTAL / 7650 Gall BlvdFP-1 DESIGNER MBH Zephyrhills, FLORIDA 33541 All SCALE AS INDICATED G.C. - 4K Development Corp. p . :1 r � • I I I I 1 I I 11 ,. I :r. ,tl I C I 1�9f1fi INICI � Illil I I! 1 � 416..c .!I � I � f l I l , 1 t 11 I I 1 I I.... I 1 t � :II I � � � � I aW___ s 2 4 8 11 GRAPHIC SCALE: 1 /4" = 1'- 0" NOTE: PIPE LENGTHS INDICATED ARE CUT LENGTHS. PROPOSED SAGE DENTAL SCALE: 1/4" = 1'-0" (TENANT FOREMAN NOTE: Florida Certificate of Competency PIPE & FITTING NOTES SPRINKLER HEAD LOCATIONS IN AREAS WITH SUSPENDED Contractor I - FPC21-000041 ACCOUSTICAL CEILING TILES ARE SHOWN IN CENTER OF TILE FOR MARTIN B HOGLIEVINA Er LINE PIPING TO BE SCHED 40 WITH DUCTILE IRON/CAST IRON OR GALV MALLEABLE IRON FITTINGS DESIGN PURPOSES. THESE HEADS ARE REQUIRED TO BE CENTERED IN CEILING TILES PER CONTRACT SPECIFICATIONS. Sign: ���rw�rf �Lj2u' Date: 1/20/22 LINE PIPING TO BE SCHED 10 WITH GROOVE-O-LETS OR THREAD-O-LETS *IMPORTANT* El ALL MAIN PIPING TO BE SCHED 10 WITH GROOVE-O-LETS OR THREAD-O-LETS THE OWNER HAS THE RESPONSIBILITY OF PROVIDING FREEZE PROTECTION IN AREAS THAT HAVE A WET PIPE SPRINKLER SYSTEM AS WELL AS A SUITABLE HEATED ENCLOSURE FOR DRY PIPE, DELUGE OR ANY OTHER TYPE VALVE CONTROLLING WATER SUPPLIES ALL MAIN PIPING TO BE WITH STANDARD 125# THREADED FITTINGS TO AUTOMATIC SPRINKLER SYSTEMS. N HANGER NOTES © 2022 VSC FIRE & SECURITY, INC. �— DENOTES HANGER LOCATION BEAM CLAMP, PIPE RING, & ATR VSC FIRE & SECURITY, INC. EXPRESSLY RESERVES ITS RIGHTS UNDER COMMON LAW COPYRIGHT LAWS AND ALSO RESERVES ALL OTHER PROPERTY RIGHTS IN CONNECTION WITH THE OWNERSHIP OF THESE DRAWINGS AND/OR DOCUMENTS. THESE DRAWINGS AND/OR DENOTES TRAPEZE HANGER LOCATION CONCRETE ANCHOR, PIPE RING, & ATR DOCUMENTS MAY NOT BE USED, REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER NOR SHALL THEY BE I 3/811 ATR 1" - 4" PIPE 1/2" ATR 6" & 8" PIPE WOOD HANGER ASSEMBLY, SEE DETAIL ASSIGNED TO ANY THIRD PARTY WITHOUT THE EXPRESS WRITTEN CONSENT OF VSC FIRE & SECURITY, INC. WHICH CONSENT VSC FIRE & NORTH SECURITY, INC. SHALL NOT BE OBLIGATED TO GRANT. ALL RIGHTS RESERVED. I -I STAINLESS STEEL HANGER ASSEMBLY I IKIr_ -rVMr— IKIrll/1 A 71- I I I I I I I I I I \ 1,2� i 1 1 2 2 —Z=- r--1------1------------J——i--------J ------------- L /—I — 1 I I I I I I I I I I I I LIN�TYPE INDICATES NEW FLEXIBLE; DROP. (TYPICAL) I I I I I I I I I I I I ' _. ; 1 1 2 t —1 —-;------------------- 1—�—;--------- ---- ----�-----�T—; ----- I I I I I I I I I I I I I `• I I I I I U I I I < C� I I I I I <c I u 1 0 < I m to d C) I I I I u.! I U) u l I I I I w> I w I I I I ©X co I I I I I Uj J<1 uJ- 1 1 { I 11 2 1----- L, Z u l c7CU I I I I I' < r Q I I I I co I I I I t< I I I I O•N,n xwj 11 I I I I I I I I I 0 I I I I 1 LLJ '• \I I I I 1 � � W W 0 0 yr —1-----1------1-------L---�—---------I---- -- 2 ----L- /-1----- `I I I I { I I I I I \I I I I I I I I I I II I I I I I 2 t _L__ 1—= ----�——1--------J------------- 1----- I \\ EXItTING RSIE1R. SEE DETAIL ON SHEET FP 1 nUj I. I I I Wit- I I I I I< ILjj C� I I I E I I I I I W I cn m -D rr I cn c W I< t� U j )V I0 I I w> 1 w io 2 I I I X ri7 i- - 1------ ?.--- , rl I I w 2 i CJ !Li to II 2 2 2 9 Ij I IVj ! I I �-- ••.-•-..- if r�� t i Il i i I Y��i A I I 1 C ID RQ' 0 M 11 dOd 13S. S:118VA D E S I G N C R I T E R I A Plot Date: 1/19/2022 10:20 PM TYPE SYSTEM: WET DRY PRE -ACTION NFPA STANDARD: 16:NFPA 13 Q16:NFPA 14 []16:NFPA 20 Q16:NFPA 24 BY OCCUPANCY: BUSINESS APPROVING AUTHORITY: CITY OF ZEPHYRHILLS HAZARD: L.H. APPLICABLE CODE: FFPC 7TH EDITION (2020) DENSITY: 0.10 GPM/SQ.FT, REMOTE AREA: 900 MINIMUM SQ. FT. MAX, S.F./HD.: AS INDICATED TOTAL HOSE STREAM:'100 GPM 250 GPM 500 GPM 750 GPM 1000 GPM LOCAL HOSE THREAD: MNST Design Area 1 Wet System DENTAL OFFICE Demand Calculations using Hazen -Williams Method Occupancy Classification: BUSINESS Design Area Density: 0.10 Additional Outside Hose: 100 Design Area Size: 903 Notes: MOST REMOTE, MOST DEMANDING. REDUCTION IN AREA TAKEN PER NFPA 13:11.2.3.2.3. MINIMUM AREA = 900 SO.FT. Calculation results for Design Area 1 - DENTAL OFFICE This system as shown on VSC FIRE & SCURITY company print no FP-2 dated 1/20/22 for SAGE DENTAL at 7650 GALL BLVD. contract no -- is designed to discharge at a rate of 0.1 gpm/ft2 (L/min/m2) of floor area over a maximum area of 903 ft2 when supplied with water at a rate of 245.7 qpm at 40,2 psi at the base of the riser. Hose stream allowance of is included in the above. Occupancy classification: BUSINESS Number of heads flowing: 8 Commodity classification: System Type: Wet Maximum storage height: Maximum velocity: 13.43 ft/s Storage arrangement: Flow from In -Rack sprinklers: 0 gpm Pressure Required at Source: 40.2 psi Flow from Overhead sprinklers: 245.7 gpm Pressure Available at Source: 53.4 psi Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 13.2 psi Flow from Outside Hoses: 0 gpm Other fixed flows: 0 qpm Total flow in system piping: 245.7 gpm Additional flow at/beyond source: 100 qpm Total of all flows: 345.7 gpm CORRUGATED DECK 3/8" BEAM CLAMP.- 3/8" ALL THREAD ROD ADJUSTABLE SWIVEL LOOP RING OPEN WEB JOIST OR I —BEAM FOR 1" THROUGH 4" PIPE SIZES 1" — 4" = 3/8" ALL THREAD ROD TYPICAL HANGER DETAIL NOT TO SCALE Job: SAGE DENTAL Address: 7650 GALL BLVD. City: ZEPHYRHILLS State: FLORIDA Zip/Postal Code: 33541 Contract#: -- Date: 1/20/22 Contractor: VSC FIRE & SCURITY Designer: MBH Address: 6901 BRYAN DAIRY ROAD, SUITE 110 City: LARGO State: FLORIDA Zip/Postal Code: 33777 Phone: 727-456-5200 Fax: 727-456-5201 Email: Approving Authority: CITY OF ZEPHYRHILLS Design Defaults Standards: 2016 NFPA 13 Default Sprig Size: 1 Default Drop Size: 1 Default Sprig Material: 40 Default Drop Material: 40 Default Sprig Elevation: *911 Default Drop Elevation: 10,011 R E V I S 10 N S Plotted By: Mbhc DESCRIPTION DATE •# 00 FTY X 00 U W X Q 0 W O 0Uj Q Uj 0 Q U W N lY w of 0 <L r— Z O U O U O X W P N N Z_ N CY CY r- ,O O V) J z O w Q mo I— z_ U> O N W C-) N W W 0 Q X W cn o U M M CC � o W z J Q N ^ X U X U i i N w Z W E- W o W S Y Z Of C)W W O (N w (n CL W U I Uj C) it I Ld O 00 W rQ v' U Z i= W N W N O X W Of N ►� I N X W 3 W Z 3 W Z 3 W Z H- Z 0 Z a Z W O 1 N I OLLJ I W 0 U LL. ��m LL. 0 W z J IL W J m w J m W J m W J m Z Q Z Q Q w Q w Q w Q w� W W Y Z N Mr-V)M (0 04 N Z QQ w n L.L LO F- Z M N V/ ro V) F- U W D O a- Y O 00 O 00 (0 In O 06 N = Z a W O ON tf) O ON V) X Y V) 0Q w ~ Q LL m m Z_ jf 11 In W Z Z 0 I-- 2 F- Z I— Z= F- 0O a Z 11 Z O II 00 M F- LO C:,d () (IO O Martin Digitally signed by Martin Hoglievina - Hoglievina- FPC21-000041 Date: 2022.01.19 FPC21-000041 22:3,:38-051001 SUBMITTAL VSC VSC FIRE • SECURITY, INC. 1 YOUR WORLDPROTECTED. COMPLETE FIRE PROTECTION AND LIFE SAFETY SYSTEMS SINCE 1958 FIRE -SECURITY WEB SITE ADDRESS: http: //www.vscfs.com TAMPA OFFICE 6901 BRYAN DAIRY ROAD - SUITE 110 LARGO, FL 33777 (727) 456-5200 9 FAX (727) 456-5201 • VIRGINIA • MARYLAND • NORTH CAROLINA • SOUTH CAROLINA • • GEORGIA • FLORIDA • ARKANSAS • ALABAMA • TENANT FLOOR PLAN SHEET No. DATE 1/20/22 SAGE DENTAL 7650 Gall Blvd FP-2 DESIGNER MBH Zephyrhills, FLORIDA 33541 SCALE AS INDICATED G.C. - 4K Development Corp.