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HomeMy WebLinkAboutBREWERY BUILDING PLAN PAGE 33-42I I I I MI--ZZANINE ELECTRICAL POWER PLAN_ 1 /8" = V-0" C W C L L o E uv m u L i �Y 0 L u U L 3 O O O_ i p N i VO N C Q N N uu u L O a-eJ 3_°y o r 10 UI y L .0 3 C yOj D �' Ul J L D L m m DM 3 c U c YI L O V 1 VOI S C C c N •� A.+b O O y U D U .W E u (mj y U'a8acM<M3: rn o C N R V U <+5 C V -j .� N N + m 7 U m cn m N O fn C N U 4-1 L (B I a I U J J E O �. c a) L u °C 4, U E O LL E ® ra :0 ®U ®M ui cc L. -0E® �0) «n O 1 LU �1-® CL Ln ® N (6 _0 U �. r_n a om MRev. # Date O 1ST FLOOR ELECTRICAL LIGHTING PLAN 1/8" = 1'-On GENERAL NOTES 1. ALL SWITCHING TO BE AS PER LUTRON 2. LIGHTING CONTROL PLAN. 3. ALL EMERGENCY LIGHTS TO BE WIRED AHEAD OF SWITCHES. 4. THIS AREA COORDINATE LED FOOT LIGHT LOCATIONS WITH OWNER, POWER LOCAL LIGHTING CIRCUIT. 5. CONTROL PANELS FOR LUTRON LIGHTING SYSTEM. SEE LIGHTING CONTROL PLAN FOR DETAILS. F— Fi IY a O LL 0 ELLIS&e GRITTER. `•`-' CONSULTING ENGINEERS ENGINEERING FOR TODAY'S BUILT ENVIRONMENT 11068 NORTH G STREET LAKE WORTH, FL 33460 (561) 370.3300 phone vrvvw.elllsgritter.com BE I ELLIS PECC ENGINEkk N87588 : W STATE OF FLORIOA •; L CERT. OF AUTK #388)S Sib fill 111111111% C = � v •' T V L E j S Y 046 `y rd`- v 3 p N u w Q c U O L J f0�o'ac3£ L V a GT A 4.J N y acim v.`Ot3 C c `,$ mn •L 3 a w o '.°0- +� o.+;;� mt.; ` c mwe 3 C 3' w w m w m 0 c U ,. mE+_'uv Q GsaA E C 41 U M C O V) LL 04 N 'y .0 m 7 04 V + g RCN 0 co C C CoO T 0 a U U Q) F1 L I \ co ¢ D: c I\ O N i CD O In Z � J Q Y_ Z U ru ii E O L Q) U 4-) L Q� U Q� N L �\ W E M E� p - �U o M IVLL � W o CIO ,rn Q) L O ru O L Ln O F-1 f CC LL Rev. # Date Project 15-0185 Number Status PERMIT Issue 11-Mar-16 date Sheet SHEET: C W C LpEjL in O 0 0 O0 N C p � Y 3 L � ' � L C = 9 N i p N Y VI Q N G O C N Y Eno= 30 0. dT� � TN ucc�Y..n3 E v c m v a z z 3 •� 3 w a O v w O L L C O Y Y Y L C C c.'_'3a uo `w ^ rn n c '3Y a ii u O uv m E,y °ia E+'�d U 9 0 T V .aY 'QBQoma'o3 ma'00, ;: E 0) 4 M c q c (LL N .0 N i 7 U + m�CN f0 O Q Lu cN N C 0 ON U MEZZANINE ELECTRICAL LIGHTING PLAN 1/8" = 1'-91 l i l i l l i l l l l l PAN�L LA-2 - 32,3�1� PAN�L LA-2 - 33,3 cu-i cu-z l i l l l i l l l l l l l i i i l i l l l l l l l l l l l l i l l l l l l l�l l i l l l l l i l l l l l l 0U.3 HB-3335,37 EF 4 HB - 38,40,I 2 I EM HB - 27,�9,31 EF 2 HB - 32,34, I EF-3 PANEL LA� - 36,38 P EL LA-2 - 37,39 cu a cu.5 � I PANEL LA- 42 ce LA-1 -18 I I i Ty j 1 V ELECTRICAL R TAP RO 101 —� PANEL PANEL LA-2 - 3 PANEL LA-2 -1 113 107 EXPOSED CEILING @ f 241-011 0AI-) ENLARGED 1ST FLOOR ELECTRICAL LIGHTING PLAN 1 /4" = 1'-01, 2-5 ENLARGED 1ST FLOOR ELECTRICAL POWER PLAN 1 /4" = 1'-01, C F L PANEL LA-2.15,17 C N C v Y ° vc°E�i ° mY O 0 N ° v r T t U C v u m n 0 0 3= 0 © N C C a tj a 3 a-J m 0 m Eao53mY C v a v m° L C_ •L a N 02 N L .N �Oa�y �'�L i..i C c 'C � 3 � v' O E L U N a U � °u °C Q Q m¢ a 3 CUQcc1 0) E O 0 e} U N C LL N N O D' 03 n E C + N to C N O U OW rn EC-0 $ N U U 4) U J �-4 fu a. E O N U I --I U (�) W U a N ICU a m E 0 E o2 ro LLl U L- M -0 L� o 0 � L- 00 O d O ff't ,�0 C: �1 Lfl � ® LL. u ,--I MRev. # 1 Date O fELLISc fir;:;? GRITTER. TIP" CGNSULTING. ENGINEERS ENGINEERING FOR TODAY'S BUILT ENVIRONMENT 1106E NORTH G STREET LAKE WORTH, FL 33460 (561) 370-3300 phone WwW.eIlisgritterxom Project 15-0185 00%1ELL/ 11 Number LE COPY.Status PERMIT FI •• Issue 11-Mar-16 ELLIS PE date CICE TATE OF ILOR DA7568 • CERT. OFAUTH.#30408 : w Sheet VAR �' �26l6 • i EJ '0'0 % &S, OWN P. ��`� SHEET: I Branch Panel: HA Location: WAREHOUSE Supply From: MDP Mounting: Surface Enclosure: Type 1 Notes: Volts: 480/277 Wye Phases: 3 Wires: 4 A.I.C. Rating: 45K Mains Type: MLO Mains Rating: 400 A MCB Rating: Neutral Rating: CK T Circuit Description N of a Trip P of e A B C P of e Trip N of a Circuit Description CK T 1 TEMP. CONTROL RM LIGHTING 20A 1 0.3 kVA 17.7 kVA u, 17.7 kVA 0.9 kVA ; „ 13 kVA 0.5 kVA u 27.7 kVA _ 66.1 kVA 239 A ' � 177kVA 177 (VA I �9 177I(VA 177kVA ,r ` fir:: 1.3 kVA 0 9 kVA „ 1.3 kVA 0.9 kVA 277kVA kW "a 27 7 kVA 0.5 kVA -' - 65.8 WA 65.8 kVA 238 A 238 A 3 3 _ 100A 30 A 30A CHILLER-1 2 4 6 3 CHILLER-2 100A 3 5 7 1 CWP-1 8 10 9 CWP-2 30 A 3 11 13 12 BOILER 14 15 BREW HOUSE MOTOR PANEL 20A 3 16 18 17 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 142 Total Total Load: Amps: Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Power 197.4 kVA 100.00% 197.4 kVA Lighting - Dwelling Unit 0.3 WA 100.00°k 0.3 I(VA Total Conn. Load: 197.7IIVA Total Est. Demand: 197.69 kVA Total Conn. Current: 238 A Total Est. Demand Current: 238 A Notes: Branch Panel: LA-1 Location: WAREHOUSE Supply From: PANEL "LA" Mounting: Surface Enclosure: Type 1 T I Circuit Description 1 LABELER 3 1 BREW HOUSE PLC CONTROL PANEL Volts: 120/208 Wye Phases: 3 Wires: 4 A.I.C. Rating: 22K Mains Type: MLO Mains Rating: 400 A MCB Rating: Neutral Rating: N D t e Trip P O I e A I B C P O I e Trip N 01 e 30 A l 0.0 kVA 0.0 WA jII- 1 30 A 30 A l 3.6 kVA 0.6 kVA 1 20A 20 A l c 0.4 kVA 1.0 kVA 1 20A 20A l 0.2 kVA 0 6 kVA , 1 20A 20 A l ' `' 0.4 I(VA 0.8 kVA 1 20 A -20A i 0 1.0 kVA 1.9 kVA 1 30 A 20 A l 0.8 kVA 0 8 kVA .. 1 1 WA { 1 20A 20A l 01 kVA 1 20A 20A 1 1 01 kVA 1.6 kVA 1 20A 0.5 WA _ _ OakVA- 1 1 20A 20A 20A 1 Egg ; 0.5 kVA r - Circuit Description WALK IN COOLER RM EF-1112 Total Load: 2.9 kVA 7.1 kVA 6.6 kVA Total Amps: 24 A 64 A 59 A Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Lighting 3.8 kVA 125.00% 4.7 kVA Other 3.0 kVA 100.00% 3.0 kVA Total Conn. Load: 16.5 kVA Power 3.6 kVA 100.00% 3.6 kVA Total Est. Demand: 17.47 kVA Receptacle 6.2 kVA 100.00% 6.2 kVA Total Conn. Current: 46 A Total Est. Demand Current: 48 A I,C:?A Branch Panel: HB Location: WAREHOUSE Supply From: MDP Mounting: Surface Enclosure: Type 1 Notes: Volts: 480/277 Wye Phases: 3 Wires: 4 A.I.C. Rating: 45K Mains Type: MLO Mains Rating: 400 A MCB Rating: Neutral Rating: CK T Circuit Description Lighting GLYCOL CONDENSER - 2 N of a Trip P of e A B C P of e Trip N of a Circuit Description CK T 1 20A 1 0.5 kVA 13 kVA _ 2.0 kVA 1.3 kVA 13 kVA ,„, 1.3 kVA a '! 3 , , • 1.3 WA 3 3 30 A 30 A GLYCOL CONDENSER -1 GRAIN MILL 2 3 5 30 A 3 1 3 kVA 4 6 8 10 12 7 9 BEVERAGE CAN FILLING SEPARATION MODULE 30 A 60 A 3 3 2 4 kVA „ 10 6 kVA 4 5 kVA 7.0 kVA 2.4 kVA W 2 0 kVA I 4 5 kVA 11 13 15Lio 17 19 2.4 kVA _ 0 6 kVAr4.5 2 0 kVA kVA 3 30 A BOTTLING MACHINE 14 16 18 9.4 kVA 7 0 kVA 3 60 A WALK IN COOLER 20 21 23 25 AHU-3 40 A 3 22 24 9.4 kVA 7.0 kVA 9 4 kVA 0.4 kVA 0.4 kVA 0 4 kVA f 0 0 kVA 0.4 kVA 7' „ 0 0 kVA 3 20A Power 26 28 27 Cooling 20 A 3 29 31 30 0.4 kVA r - li 0 4 kVA ! 0 4 kVA 0.4 kVA -' 0.4 kVA 3 20A Cooling 32 33 35 37 Cooling 20A 3 �� 0.4 kVA 34 36 3 20A Cooling 38 40 391 1 0 4 kVA 411 0.4 kVA 42 Total Load: 40Z WA 40.1 WA 40.1 kVA Total Amps: 147 A 145 A 145 A Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Power 115.3 kVA 100.00% 115.3 kVA Lighting - Dwelling Unit 0.5 kVA 100,00% 0.5 kVA Total Conn. Load: 120.8 kVA Total Est Demand: 120.81 kVA Total Conn. Current: 145 A Total Est. Demand Current: 145 A Notes: Branch Panel: PANEL LA-2 Location: WAREHOUSE Volts: 120/208 Wye Supply From: PANEL "LA" Phases: 3 Mounting: Surface Wires: 4 Enclosure: Type 1 Notes: N P CK of of T Circuit Description a Trip e A B C P of e A.I.C. Rating: 22K Mains Type: MLO Mains Rating: 400 A MCB Rating: Neutral Rating: N of Trip a Circuit Description CK T 1 Lighting 20A 1 0.1 kVA 0.2kVA y; 1 20A 1 Receptacle 2 3 Lighting 20A l �0.1 kVA 0.8 WA 1 20A Receptacle 4 5 Lighting 20A l 0.4 kVA ..,_ 0 8 kVA L 1 20A Receptacle 6 7 9 Receptacle Receptacle 20A 20A l l 12 kVA 0 3 kVA 1.2 kVA 0 3 kVA 2 60 A AHU-2 8 10 11 LED STRIP LIGHTING 20A 1 4 0 2 kVA 0.5 kVA 5 3 kVA 2 60 A AHU 6 12 14 13 Receptacle 20 A 1 5 3 kVA j 4 '� 2 4 kVA 2 6 kVA - 15 17 AHU-4 30 A 2 ", .. :.. 2 30 A AHU-5 16 18 2 4 kVA 2 6 kVA 19 AHU-1 1 60 A 2 5 3 kVA 1 0 kVA 10 kVA 1.8 kVA 0.8 kVA 1.0 kVA 2 5 kVA - 1.5 kVA J_ 5 3 kVA 1 0 2 kVA : 0 8 kVA 10 kVA 2 5 kVA 2 5 kVA 8 kVA 2 5 kVA � 0 2 kVA I 11.0 kVA 2.5 kV AJ _ 0 8 WA 0.8 kVA 1 20A Receptacle 20 21 1 20 A Receptacle 22 23 Receptacle 20A 1 1 20A Receptacle 24 25 Receptacle 20A 1 1 20A Receptacle 26 27 Receptacle 20A l 10 kVA 1 5. kVA 2 5 WA 1 20A Receptacle 28 29 lighting 20A 1 1 20A Receptacle 30 31 Receptacle 20A 1 2 2 40 A 30 A CU-1 CU 4 32 36 33 35 CU-1 40A 2-----_ 37 39 CU-5 30 A 2 2 40 A CU 6 40 42 41 Receptacle20 A i Total Total Load: Amps: 22.0 kVA 23.9 kVA 22.2 kVA 184 A 199 A 185 A Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Lighting 0.4 kVA 125.00°% 0.5 kVA Other 54.6 I(VA 100.00% 54.6 kVA Total Conn. Load: 68.1 kVA Receptacle 13.0 kVA 88.46% 11,5 kVA Total Est. Demand: 66.71 kVA Lighting - Dwelling Unit 0.1 kVA 100.00% 0.1 kVA Total Conn. Current: 189 A Total Est. Demand Current: 185 A Notes: OALL BAR RECEPTACLES CIRCUITS SHALL BE GFCI PROTECTED Branch Panel: PANEL "LA" Location: WAREHOUSE Volts: 120/208 Wye Supply From: XFMR1 Phases: 3 Mounting: Surface Wires: 4 Enclosure: Type I Notes: A.I.C. Rating: 45K Mains Type: MLO Mains Rating: 400 A MCB Rating: 400 A Neutral Rating: N P P N CK of of of of T Circuit Description a Trip e A B C e Trip e 1 2.9 kVA 21.4 kVA s s, ` 3 PANEL LA-1 225 A 3 Qjr 71 kVA 23.3 kVA 3 225 A „ 5 6.3 kVA 21.8 kVA �.. e Circuit PANEL Total Load: L 24.3 kVA 30.4 kVA 28.1 kVA Total Amps: 203 A 258 A 239 A Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Lighting 4.1 kVA 125.00% 5.2 kVA Other 57.6 kVA 100.00% 57,6 kVA Total Conn. Load: 84.6 kVA Power 3,6 kVA 100.00% 3.6 kVA Total Est. Demand: 81.08 kVA Receptacle 19.2 kVA 76.04% 14.6 kVA Total Conn, Current: 235 A Lighting - Dwelling Unit 0.1 kVA 100.00% 0.1 kVA Total Est. Demand Current: 225 A Notes: Branch Panel: MDP Location: WAREHOUSE Supply From: UTILITY XFMR Mounting: Surface Enclosure: Type Notes: Volts: 480/277 Wye Phases: 3 Wires: 4 A.I.C. Rating: 65K Mains Type: MLO Mains Rating: 800 A MCB Rating: 800 A Neutral Rating: N P P N CK of of of of CK T Circuit Description a Trip e A B C e Trip a Circuit Description_ T 1 66.1 kVA 0.8 kVA 1 20A Warehouse Lighting 2 3 PANEL HA 400 A 3 65 8 kVA 0 7 I(VA 1 20A Warehouse Lighting 4 5,`r<. 658kVA 263kVA 6 7 40.2 kVA 26.3 kVA •, r 3 200A XFMR1 8 9 PANEL HB 20 A 3 s 39.8 kVA 26 3I(VA 10 11 �U, 1 39.8 kVA 12 Total Load, 133.5 kVA 132.6 kVA 131.9 kVA Total Amps: 482 A 479 A 476 A Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Other 78.9 kVA 100.00% 78.9 I(VA Power 312.7 kVA 100.00% 3127 kVA Total Conn. Load: 399.0 KVA Lighting - Dwelling Unit 2.4 kVA 100.00% 2.4 kVA Total Est Demand: 398.96 kVA Total Conn. Current: 480 A Total Est. Demand Current: 480 A Notes: PROVIDE UnLrIYAVAILABLE ARC FAULTVALUES FOR EORTO PERFORM POINT TO EOIIPMENT(TYP) C N L Y E M = tJ C o d O O W= p C L N Q C N i C L q V J b n � S ; o 9 Nc j } a.J N Y E'oa3_� m° E t z t 3 0 o aa Al N Y N N o v 3 •� rn , o.L O M Y a"B mL m C Y C Y ` G U m w a m 3` o rn'L'' a02 �_ NO �vM 0 � E / { _a a 0 `f aEa`Cma`v'3 re a W � E C m Y C4 rn 'O U) JN C ILL N N -'a Wm Cctl� C + N NCN fD O fn 00 ULI N + O U U L �v n U L ICU c r, O" rm 0 zal �Q Y z U . J E 0 Q) UaA U W E Q- �U ® M -0 C 0) 0 row I ECO > L (1) 0 in (1) C 3:d n _ o C :30 i Ili M Rev. # I Date ELLISty GRITTER. 4•,;rA !:DNS U!.TNG F,N fiNff RS ENGINEERING FOR TODAY'S BUILT ENVIRONMENT ILE ®'P� 11088 NORTH G STREET LAKE WORTH, FL 33460 F (561) 370.3300 phone w .eilisgritter.com Project 15-0185 �c���"nnurrq�i Number ELL( �ilp Status PERMIT S %' Issue 11-Mar-16 BEN ELLI5 PE date :LI BEDENGINEkRd3'75SO Cr _ Sheet STATE OF FLORIDA * • CERT. OF AUTH. k30408 : W = A • lil • yv( 9 R 20 i�2c SHEET: v FL ADMIN CODE 61 G1 5 FS DESIGN RE0. 1. AS THE FIRE SPRINKLER SYSTEM ENGINEER OF RECORD FOR THE ABOVE REFERENCED PROJECT, I ADVISE THAT THE FOLLOWING SPECIFICATIONS ARE TO BE FOLLOWED FOR THE DESIGN OF ITS FIRE SPRINKLER SYSTEM. 61 GI5-32.003 (1) (2) (4) (5): (1) SCOPE OF WORK: THE BUILDING AND ITS FIRE SYSTEM SHALL BE EXISTING. THE PROPOSED BUILDING IS A SINGLE STORY CONCRETE PANEL BUILDING WITH MEZZANINE SPACES. THE FLOOR SPACE NOT INCLUDING THE MEZZANINES IS APPROXIMATELY 24,000 SO FT. (2) ACCEPTANCE TEST CRITERIA: THE ACCEPTANCE TESTING OF THE FIRE PROTECTION SYSTEM AND COMPONENTS SHALL CONSIST OF ALL APPLICABLE ITEMS SHOWN ON THESE TWO FORMS: NFPA 13, 2007 EDITION CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING, FIGURE 10.10.1 AND CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR ABOVEGROUND PIPING, FIGURE 16.1. THE ACCEPTANCE CRITERIA SHALL ALSO INCLUDE THE APPLICABLE TEST REQUIREMENTS OF NFPA 24, 2007 EDITION, AND NFPA 25, 2007 EDITION. (4) APPLICABLE CODES AND STANDARDS TO BE USED: NFPA 13, 2007 EDITION, INSTALLATION OF SPRINKLER SYSTEMS NFPA 24.2007 EDITION, STANDARD FOR THE INSTALLATION OF PRIVATE SERVICE MAINS AND THEIR APPURTENANCES NFPA 25 2007 EDITION, INSPECTION, TESTING AND MAINTENANCE OF WATER -BASED FIRE PROTECTION SYSTEMS (5) STRUCTURAL SUPPORTAND STRUCTURAL OPENINGS: THE SUPPORT SYSTEMS FOR THIS BUILDING ARE TO HAVE ADEQUATE LOAD CARRYING CAPACITY OF 1OPSF, WHICH IS GREATER THAN THE ANTICIPATED 3 PSF DEAD LOAD AND THE LIVE LOAD WHICH WILL BE CONTRIBUTED BY THE FIRE SPRINKLER SYSTEM. THERE ARE NO STRUCTURAL OPENINGS THAT WILL BE REQUIRED FOR THIS FIRE SPRINKLER SYSTEM. (6) 611315-32.004 (2) (A-J): (A) POINT OF SERVICE: THE POINT OF SERVICE IS THE 4" BRANCH OFF OF THE PROPOSED NEW 8" MAIN. A NEW BACKFLOW PREVENTION DEVICE AND FIRE DEPARTMENT CONNECTION ON THE FIRE SERVICE LINE IS PROPOSED AS PART OF THIS WORK. (B) APPLICABLE NFPA STANDARD TO BE APPLIED: NFPA 13, 2007 EDITION, INSTALLATION OF SPRINKLER SYSTEMS NFPA 24, 2007 EDITION, STANDARD FOR THE INSTALLATION OF PRIVATE SERVICE MAINS AND THEIR APPURTENANCES NFPA 25, 2007 EDITION, INSPECTION, TESTING AND MAINTENANCE OF WATER -BASED FIRE PROTECTION SYSTEMS (C) CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM: LIGHT HAZARD: THE ENTIRE BUILDING EXCEPT THOSE LISTED BELOW. ORDINARY HAZARD GROUP 1: KITCHEN AREAS, STORAGE ROOMS, ELECTRIC ROOMS, MECHANICAL ROOMS. (D) DESIGN APPROACH: LIGHT HAZARD: FIRE PROTECTION SHALL BE PROVIDED BY A WET PIPED AUTOMATIC SPRINKLER SYSTEM USING STEEL PIPING LOCATED ABOVE THE CEILING. PROVIDE PIPE DROPS OFF THE SUPPLY PIPING TO QUICK RESPONSE PENDANT, UPRIGHT, OR HORIZONTAL SIDEWALL SPRINKLER HEADS. DENSITY: 0.10 GPM/SF MINIMUM, HEAD TEMPERATURE RATING:155 DEGREE F. SPACING: 15 FT. MAXIMUM WITH A MAXIMUM PROTECTION AREA OF 225 SO FT. DESIGN REDUCTION FOR QUICK RESPONSE IS ALLOWED. LIGHT HAZARD: ATTIC SYSTEM SHALL BE SUPPLIED WITH A WET PIPED AUTOMATIC SPRINKLER SYSTEM USING STEEL PIPING LOCATED IN THE ATTIC. USE 0.10 GPM/SF FOR DENSITY WITH 120SF SPACING (8 X 15 SPACING). HEAD TEMPERATURE: 200 DEGREE F. ORDINARY HAZARD GROUP 1: FIRE PROTECTION SHALL BE PROVIDED BY A WET PIPED AUTOMATIC SPRINKLER SYSTEM USING STEEL PIPING SUPPLY LOCATED ABOVE THE CEILING OR IN EXPOSED LOCATIONS. DENSITY: 0.15 GPM/SQ FT FOR A 900 SO FT OF SPRINKLER OPERATION. HEAD TEMPERATURE RATING:155 DEGREE F. SPACING 15 MAXIMUM WITH A MAXIMUM PROTECTION AREA OF 130 SF/HEAD. (E) CHARACTERISTICS OF THE WATER SUPPLY TO BE USED: EXISITNG 4" FIRE RISER IN NORTH WEST CORNER OF HTE BUILDING. (F) FLOW TEST DATA: UPDATED FLOW DATA TO BE PROVIDED BY CONTRACTOR. (G) VALVING AND ALARM REQUIREMENTS TO MINIMIZE POTENTIAL FOR IMPAIRMENTS AND UNRECOGNIZED FLOW OF WATER: THE FIRE SPRINKLER RISER FOR THIS BUILDING SHALL HAVE A WATER FLOW SWITCH WITH A LOCAL AUDIBLE ALARM AND OFF -SITE MONITORING. THE BACKFLOW PREVENTION DEVICE SHUTOFF VALVES THE CONTROL VALVE FOR THIS FOR THIS BUILDING AND ANY OTHER SHUTOFF VALVES USED IN WATER SUPPLY PIPING FOR THIS FIRE SPRINKLER SYSTEM SHALL HAVE A TAMPER SWITCH WITH OFF -SITE MONITORING. (H) MICROBIAL INDUCED CORROSION (MIC): THE MOST RECENTLY AVAILABLE MARTIN COUNTY WATER CONFIDENCE REPORT STATES THAT THEIR WATER MEETS ALL STATE AND FEDERAL DRINKING WATER STANDARDS AND IT HAS A CHLORAMINES CONCENTRATION RANGE OF 0.7-4.4 PARTS PER MILLION (PPM) WHICH IS ABOVE THE ACCEPTABLE MINIMUM CONCENTRATION OF 0.6 PPM. BASED ON THIS INFORMATION, THE ENGINEER IDENTIFIES THIS WATER SUPPLY TO BE OF A QUALITY THAT WOULD NOT BE REASONABLY EXPECTED TO LEAD TO MIC. (1) BACKFLOW PREVENTION AND METERING SPECIFICATIONS: THE DOUBLE DETECTOR CHECK VALVE DEVICE SHALL HAVE A MAXIMUM ALLOWABLE PRESSURE DROP OF 10 PSI. (J) QUALITY AND PERFORMANCE SPECIFICATIONS OF ALL YARD AND INTERIOR FIRE PROTECTION COMPONENTS: ALL YARD AND INTERIOR FIRE PROTECTION COMPONENTS SHALL BE UL OR FM LISTED. FIRE SPRINKLER NOTES 1. FIRE SPRINKLER SYSTEM SHALL BE INSTALLED BY AN APPROVED FIRE SPRINKLER CONTRACTOR WHO SHALL SUBMIT SHOP DRAWINGS, PIPE SIZING AND HYDRAULIC CALCULATIONS, SIGNED AND SEALED BY A REGISTERED FLORIDA ENGINEER FOR APPROVAL BY THE FOLLOWING: A) AUTHORITY HAVING JURISDICTION. B) ENGINEER OF RECORD, 2. FIRE SPRINKLER SYSTEM SHALL BE IN FULL COMPLIANCE WITH APPLICABLE CODES INCLUDING BUT NOT LIMITED TO: A) NFPA 13,14, 20 AND 24. B) THE FLORIDA FIRE PREVENTION CODE. C) THE FLORIDA BUILDING CODE 3. ABOVE GRADE PIPING BASED ON SIZE 3" AND SMALLER BE ALLIED XL, AMERICAN BLT OR EQUAL. 4. ALL PIPING SHALL BE HYDRAULICALLY SIZED PER NFPA 13 NFPA 24, 5. ALL PIPING SHALL BE HYDROSTATICALLY TESTED AT 200 PSI FOR TWO (2) HOURS. 6. PENDANT HEADS SHALL BE 1/2" RECESSED TYPE RATED 155 DEGREES. 7. FIRE SPRINKLER HEADS IN AREAS WITH FINISHED CEILING WILL BE SYMMETRICAL AND CENTERED ON THE TILE OR ROUGH OPENING OF TILE GRID. 8. ALL PENETRATIONS OF STRUCTURAL MEMBERS SHALL BE COORDINATED WITH STRUCTURAL ENGINEER. 9. HANGER TYPE AND SPACING SHALL BE IN ACCORDANCE WITH NFPA 13 PARAGRAPHS 4-6. 10. ALL MATERIALS SHALL BE NEW AND LISTED FOR FIRE SERVICE. 11. CONTRACTOR SHALL COORDINATE LOCATION OF PIPING AND COMPONENTS WITH OTHER TRADES. 12. AUXILIARY DRAINS SHALL BE PROVIDED TO DRAIN SECTIONS OF PIPING THAT TRAP WATER, OR ARE NOT CAPABLE OF BEING DRAINED BY THE MAIN DRAIN IN ACCORDANCE WITH NFPA 13. 13. CLEAR SPACE OF V-6" TO BE MAINTAINED BETWEEN TOP OF STORAGE AND SPRINKLER DEFLECTOR. 14. CLEAR SPACE BETWEEN PARTITION DIVIDERS AND CEILING TO BE MAINTAINED, ANY CONTINUATION OF DIVIDERS WITHIN 2'-0" OF CEILING SHOULD BE ACCOMPLISHED WITH A MESH ARRANGEMENT. MINIMUM MESH OPENINGS SHALL BE 1/2". 15. SYSTEM DESIGN, CALCULATION AND INSTALLATION SHALL BE IN FULL ACCORDANCE WITH NFPA 13, NFPA 14 AND LOCAL CODES. 16. INSTALLATION OF FIRE PROTECTION SIGNS SHALL BE IN ACCORDANCE WITH ANSIINFPA 13 AND ANSI/NFPA 14 REQUIREMENTS, INSTALL PIPE, TUBE, AND FITTINGS IN ACCORDANCE WITH DIVISION-15 BASIC MATERIALS AND METHODS SECTION "PIPE, PIPE FITTINGS". 17. ALL HANGING METHODS TO CONFORM TO NFPA 13 AND NFPA 14. 18, ALL RATED WALL PENETRATIONS TO BE PROPERLY SLEEVED AND SEALED. GENERAL NOTES 1. ALL PIPING SHALL BE INSTALLED ABOVE CEILING IN WHICH IT SERVES. 2. COORDINATE ALL PIPE LOCATIONS WITH A/C CONTRACTOR'S DUCT LAYOUT TO AVOID CONFLICTS. 3. PROVIDE ALL DRAINS AS REQUIRE FOR AUTOMATIC FIRE SPRINKLERS SYSTEM, 4. DO NOT SCALE DRAWINGS. 5. CONTRACTOR SHALL FURNISH AND INSTALL A HYDRAULICALLY DESIGNED AUTOMATIC FIRE SPRINKLER SYSTEM COMPLETE IN ALL RESPECTS. 6. CONFORM TO ALL CODE REQUIREMENTS AND PROVIDE ALL NECESSARY SUBMITTALS TO ARCHITECT I ENGINEER TO OBTAIN APPROVALS. SHOP DRAWING AND CALCULATION SHALL BE SIGNED SEALED BY FLORIDA ENGINEER. 7. CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS, EQUIPMENT, AND DESIGN EXPERTISE TO DESIGN AND CONSTRUCT AND INSTALLATION OF SPRINKLER HEADS, VALVES, SWITCHES, CONTROLS, TESTING FACILITIES, ETC. TO ACCOMPLISH REQUIRED BUILDING COVERAGE. 8, CONTRACTOR SHALL PROVIDE DEFLECTORS TO KEEP SYSTEM FROM DISCHARGING ON ELECTRICAL PANELS AND EQUIPMENT. 9. CONTRACTOR SHALL PROVIDE ALL ACCESS PANELS FOR VALVES, SWITCHES, ETC., COORDINATE LOCATION WITH DESIGN ENGINEER, 10. LAYOUT SHOWN HEREIN FOR BIDDING INFORMATION ONLY, CONTRACTOR SHALL PROVIDE A UNIT COST FOR THE ADDITION OF HEADS TO SUIT OWNERS LAYOUT. UNIT COST SHALL INCLUDE CONCEALED, PENDANT AND SIDEWALL HEAD INSTALLATION, FIRE SPRINKLER LEGEND H M D HYDRAULICALLY MOST DEMANDING HEAD. F1 FIRE DEPARTMENT SIAMESE. DENOTES CONNECTION TO BRANCH OR MAIN. CD HYDRAULIC REFERENCE POINT. 0 DENOTES LOCATION OF SIDEWALL HEAD. DENOTES ROOM NUMBERS OR NAME. LIGHTING FIXTURES OR CEILING APPURTENANCE. AIR CONDITIONING A/C DIFFUSER SUPPLY OR RETURN. 7_ _x_ __y-x_ X DENOTES EXISTING SPRINKLER PIPING TO BE REMOVED. DENOTES NEW SPRINKLER PIPING PIPING TO BE INSTALLED. - - DENOTES NEW CONNECTION TO EXISTING BRANCH TEE OFF SKINKLER BRANCH MAIN PIPING. SYSTEM ABBREVIATIONS & SYMBOLS TDH = TOTAL DYNAMIC HEAD POC = POINT OF CONNECTION TO MAIN PDC = POINT OF DEMANDISUPPLY INTERFACE BOR = BASE OF RISER PIPE'®XX-X• DENOTES PIPING ELEVATION, PIPE SIZE. 0 > DENOTES CONNECTION TO BRANCH X X HYDRAULIC REFERENCE POINT \_ PDC, POINT OF DEMAND, SUPPLY INTERFACE HYDRAULIC DESIGN INFORMATION TOTAL SYSTEM REQUIREMENTS CODE: NFPA 13 SYSTEM TYPE: WET REMOTE AREA:1500 SQ. FT. DISCHARGE GPM AT WATER MAIN TAP: 566.1 RESIDUAL PRESSURE AT BASE OF RISER: 40.5 PSI DENSITY: 0.20 GPM/ SQ. FT, NOTE: CONTRACTOR TO PROVIDE E.O.R. WITH CURRENT FLOW TEST DATA. SITE INVESTIGATION SPECIFICATIONS NEW SPRINKLER CONNECTIONS TO EXISTING SITE MAIM AND INTERIOR PIPING SYSTEMS ARE INDICATED AS KNOW ACCESSIBLE POINTS TO FIRE PROTECTION PIPING SYSTEMS. ALL HEADS ARE SHOWN FOR LOCATION TO COMPLETE SYSTEM DESIGN. THE CONTRACTOR SHALL MAINTAIN SYSTEM INTEGRITY FROM FIRST FLOOR THROUGH OUT BY REROUTING AS NECESSARY BRANCH PIPING AND RISERS. SITE INVESTIGATION: AFTER A THOROUGH EXAMINATION OF CONTRACT DOCUMENTS, THE BIDDER IS REQUIRED, BEFORE SUBMITTING THEIR PROPOSAL, TO VISIT THE SITE OF PROPOSED WORK AND FAMILIARIZE HIMSELF WITH THE NATURE AND EXTENT OF THE WORK AND ANY LOCAL CONDITIONS THAT MAY, IN ANY MANNER, AFFECT THE WORK TO BE DONE. SINCE THE WORK INVOLVES NEW CONSTRUCTION SITE. THIS INVESTIGATION OF FACILITIES REQUIRES SPECIAL CONSIDERATION AND SHALL BE GIVEN TO THIS EXAMINATION FOR THE EXTENT OF WORK REQUIRED, TO AVOID CONFLICTS WITH OTHER TRADES, SLIGHT VARIATION OF ROUTING AND OR CONSTRUCTION SHOULD BE ANTICIPATED BY THIS CONTRACTOR, WHICH EXPRESSLY IS INCLUDED AS PART OF THE WORK WHENEVER REQUIRED AT NO ADDITIONAL COST TO THE OWNER, IGNORANCE ON THE PART OF THE CONTRACTOR WILL IN NO WAY RELIEVE THEM OF THE OBLIGATION AND RESPONSIBILITIES , PIPE & FITTING SPECIFICATIONS 1 SPRINKLER SYSTEM SHALL BE IN FULL COMPLIANCE WITH APPLICABLE CODES INCLUDING BUT NOT LIMITED TO NFPA13. 2 ALL PIPING EXPOSED TO WEATHER SHALL BE SCHAO GALVANIZED. 3 ABOVE GRADE PIPING 2" AND SMALLER SHALL BE ALLIED XL WITH SCREWED OR GROOVED FITTINGS. 4 ABOVE GRADE PIPING 21/2" AND LARGER SHALL BE SCH.10 WITH GROOVED FITTINGS. 5 ALL MATERIAL SHALL BE NEW AND LISTED FOR FIRE SERVICE. 6 ALL PIPING HYDRAULICALLY SIZED PER NFPA 13, 7 PIPING SHALL BE HYDROSTATICALLY TESTED TO 200 PSI FOR TWO (2) HOURS. 8 ALL CONTROL VALVES TO BE SUPERVISED PER NFPA 13. 9 HANGER SPACING SHALL BE IN ACCORDANCE WITH NFPA 13. 10 UNDERGROUND PIPING SHALL BE CLASS 52 DUCTILE IRON OR C-900 11 SPRINKLER HEADS IN UNFINISHED AREAS SHALL BE 1/2", 2120 BRASS UPRIGHT PENDENT HEADS IN AREAS EXPOSED TO WEATHER SHALL BE WAX COATED. 12 CONTRACTOR SHALL COORDINATE LOCATION OF PIPING AND COMPONENTS WITH OTHER TRADES PRIOR TO FABRICATION. SPRINKLER HEAD LEGEND MARK TYPE FINISH MFG. (SERIES, MODEL) ORIFICE TEMP. K REMARKS CD PENDENT COORDINATE WITH ARCH TYCO (TY-FRB, TY3131) 1/2" 1550 5.6 QUICK RESPONSE EXISTING COORDINATE WITH ARCH SPECIFIC APPLICATION NONE COMBUSTIBLE O DRY PENDENT PLAIN BRASS VICTAULIC FIRELOCK (V3608) 17/32" 200' 8.0 QUICK RESPONSE REFER TO MAN. INSTRUCTIONS 1. CONTRACTOR SHALL PROVIDE DEFLECTORS TO KEEP SYSTEM FROM DISCHARGING ON ELECTRICAL PANELS AND EQUIPMENT. 2. CONTRACTOR SHALL PROVIDE ALL ACCESS PANELS FOR VALVES, SWITCHES, ETC., COORDINATE LOCATION WITH ARCHITECTURAL PLANS. 3. LAYOUT SHOWN HERE -IN FOR BIDDING INFORMATION ONLY. CONTRACTOR SHALL PROVIDE A UNIT COST FOR THE ADDITION OR DELETIONS OF HEADS TO MEET BUILDING CONDITIONS. UNIT COST SHALL INCLUDE CONCEALED, PENDANT AND SIDE -WALL HEAD INSTALLATION. 4. FIRE SPRINKLER SYSTEM SHALL BE INSTALLED BY AN APPROVED FIRE SPRINKLER CONTRACTOR WHO SHALL SUBMIT SHOP DRAWINGS AND HYDRAULIC CALCULATIONS, SIGNED AND SEALED BY A REGISTERED FLORIDA ENGINEER FOR APPROVAL BY THE FOLLOWING: 5. REFER TO MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION OF DRY PENDENANT SPRINKLER HEADS FOR WALK-IN COOLERS. HANGER SCHEDULE MAX. SPACING & ROD SIZE PIPE SI7E ROD DIA. MIN. "A" DIMENSION COPPER PIPE MAX, (ft.l n.) SCH. 10 STEEL MAX. (H.in.) SPACING SCH, 40 STEEL MAX. (fi.in.) SPACING 1/2" 3/8" 3-1/4" N/A N/A N/A 3/4" 3/8" 3" N/A N/A N/A V 3/8" 3-1/4" 8-0 12-0 12.0 1-1/4" 3/8" 3-1/2" 10-0 12-0 12-0 1.1/2" 3/8" 3-3/4" 10-0 15-0 15.0 2" 318" 4" 12.0 12-0 15-0 2.1/2" 1/2" 4-3/4" 12-0 12-0 15.0 3" 1/2" 5-1/4" 12.0 12-0 15-0 3.1/2" 1/2" 5-1I2" 15-0 N/A 15-0 4" 5/8" 5-3/4" 15-0 N/A 15.0 5" 5/8" 6-1/2" 15.0 N/A 15-0 6" 3/4" 7-1/2" 15-0 N/A 15.0 8" 7/8" 8-3/4" 15-0 N/A 15-0 C y C L O n L E j 0 �' O 0 0 v c � `�ocaciu as 0 a o Qu ,o.,ccd�n3 4-J o0mv. n Et Es ° L wm° Is 3 N N N y O m (Rv o 3 c e c a T a Q c Q o '302'iv AA.i+c U Q i;¢�mQv3 rn'T o � U Y c r1 ain CI ,m LPL a R' m Co CN C + MU) C N p O N C CON E T O U � U J \J L U ®G U � W LL In� LLJ`✓ C LL ►V O ® -0 �UoM 0-1 LLJ f -O O LO i O � ro C: 3: rN OL i O l) p M 1 .--I F-I F- 0� LL V Rev. # Date M ELLIS&D £V ss' l (^, Tmrg� pr i+o4i* GR.I 1. .1. E.I.t. o+ay Ws.• rONSULTIlNG ENGINEERS ENGINEERING FOR TODAY'S BUILT ENVIRONMENT 1106E NORTH G STREET LAKE WORTH, FL 33460 (561) 370-3300 phone w .elflsgrltterxom Project 15-0185 gEN F�� ,�� Number ..........S -,� Status PERMIT FILE CODE . Issue 11 Mar 16 BEN ELLIS PE date �' LICENSED ENGINEkR 96750 =Sheet STATE OF FLORIDA • 1H O : . CFRT.-OF AUTH. #30408 tn'• AR 14`2016:F'Swimii 1 `'41 /VA L; EN����. � SHEET: Y 1ST FLOOR FIRE SPRINKLER 1 /8" = 1'-011 KEYED NOTES 10 REMOVE EXISTING SPRINKLER HEAD. CAP AND PLUG PIPING AS NEEDED. �2 INSTALL NEW SPRINKLER HEAD ON 1" PIPE IN CENTER OF CEILING TILE. 30 CONTRACTOR TO VERIFY LOCATION OF EXISITNG FIRE SPRINKLER HEAD AND COORDINATE RELOCATION AS NEEDED. ® CONTRACTOR TO VERIFY LOCATION OF EXISITNG FIRE SPRINKLER PIPING AND COORDINATE RELOCATION AS NEEDED. O INSTALL NEW SPRINKLER HEAD ON V PIPE IN GYPSUM BOARD CEILING. FILE CO C N C 0 s°�i E Y C 0 0 0 p L Y v o r o c w Y m a a •- u ; No © Q;ccv�a3 a..J m �10 so+vn Evoo310� c v o m w Y.oc 0 3 i E�,Y,� a C rn m a C c Y O N O N C v �snEt C U Y T` Q.L U ¢ cc ou<mav3 �a(D� E 0) 0 LL N m N y LL N L N m N � U + m �C04 m .50 o N co E o O N U KEYED NOTES O REMOVE EXISTING SPRINKLER HEAD. CAP AND PLUG PIPING AS NEEDED. O2 INSTALL NEW SPRINKLER HEAD ON 1" PIPE IN CENTER OF CEILING TILE. O3 CONTRACTOR TO VERIFY LOCATION OF EXISITNG FIRE SPRINKLER HEAD AND COORDINATE RELOCATION AS NEEDED. ® CONTRACTOR TO VERIFY LOCATION OF EXISITNG FIRE SPRINKLER PIPING AND COORDINATE RELOCATION AS NEEDED. O INSTALL NEW SPRINKLER HEAD ON 1" PIPE IN CENTER OF ARCHITECTURAL CLOUD. © INSTALL NEW DRY PENDANT SPRINKLER HEAD ON 1" PIPE IN WALK-IN COOLER. 2-111AY WALL MOUNT 11C -\ 11/2 1112" 11/2" 1 1/2"= 11/2" 1112" 11/2" 1112" 1112" 11/2" � 1112" I' 1112" 1112" 1112" 1112" 11/2" 1112" 1112" 1112" 11/2" @ t 1112" 11/2" 1112" 4'-0" 1112" 11/2" 1112" 11/2" 1112" 1112" 1112" 1112" 1112" 1112" 1112" 11/2" 11/2" I 1112° �1 1l2"===i 1112" —11/2" 1112" 6 © 11112" 11/2 1 11/2" ih 1112" LL 6 11/2 �" 1112" 1112" 116/2" X ppih 7112" 1112" 6 OO 6 6 1112" JILLL 11/2" 1112" 1112" 1112" 11/2" 1112" 1112" 1112 N 3 �1112" 11/2" 11/2" 1112" 1112" 11/2" 1112" 1" STORAGE IEZZANIIN 1112" 1112" 1 11/2" 11/2" 6 11/2" 1112" EX @S}D i E ING 11/2" 1 1/2" 11/2" Eg 1 112" 1112" 1 1/2" 11/2" 1 1/2" 11/2" 1 1l2" 1112" 1 1/2" 11/2" 1 1l2" 1112" 1 112" 11/2" 1 1/2" 1112" 1 112" QEHMEEO 1112" 1112" 1, 1 1l2" 11/2" 1 112" � 6 3 11/2"; O� 5 1 1/2" 3 EX SED 4CEI0 1�112 NG6 3 ® O 3 1112" 1112" 1 1/2" 1 1/2" 11/2" 11/2" © 1 1/2" 1, 1 112"- u 1l2" i 0 1 , INSPECT O 11/2" TEST 1 112" 11/2"� '- 1 1l2" O 4 1112" 5 1 112" 11/2" O �u 1 1l2' 11/2" FE EIDI 1112" 1112" 11/2" 1112" 1112" 11/2" —11/2" 11/2" 11/2" FE 11/2" 1112" 11/2" 1 4 1112" 11/2" 1 112" �E Q 2 I 2 LIN 2 @ 1 1l2" 0 1 _ _' 2 2 1 112' ®2 II 1 112" S 2 RAGE 1 112" ® _II �I 2 IN 1 @ 1l2" 10' O 1 ® _II z 2 1 1/2" 1 - ® II 2 2 1 112" ® tlq 2 2 1 1l2" OC t I 2 ING @ 11/2" '-0 0 2 2 0 20 11/2" GE ® _ 2 2 1 1112" T AGE q 11/2" EIL NG 8' 0" 2 2 1 1/2" 1 - 1 2 CEI TO G '-0' - 2 1 112" O 1 1 O 1 iN @ 1 02 - �72 - i MEZZANINE FIRE SPRINKLER 1 /8" = 1'-011 6 — 2 Hour Fire Rated Through G\ess i r,ePenetration Firestop for 6 Single Metal Pipe through 3735 Green Rd. 1 or 2 Hour Fire Rated \ass r;m Through Penetration Firestop for Concrete floors or walls using ® s FYRE-SIL eeachmW, on, 44122 u n Single Metal Pipe through 3735 Green Rd. Gypwalls using eaanhwona, oH, 441z2 sum Ys t ae' Drev4ng not b style TREMstop WBM. CAJ1064 F-rating = z Hr `SYS t era Drawing not b .tale _ I I (369) T-rating = 0 Hr W L1051 F-rating = 1 and 2 Hr. I 1 I alvt. ILC TrF. T-rating = 0 and 112 Hr. 313 0 LI f; i"� I 3 ( i 1 ,. t..l ^, T Ill I 1 [ I I1 : III I.ul[. F 1I tH�l II 111 I �e 3A CT LRELOOAI; H(141NPIC 6f15TWG kEIOCATEg 3A FINE lAAIPI NFANI H aEIOC LEk Gn G uduli Floor or Wall assembly = 4.5" thick concrete -- F'- ® Copper Tubing - 4" (or smaller) Type L (or heavier) I - copper. Annular space is Min 1/2" to max 2 " (j) 1 or 2 - hour fire rated gypsum wallboard/stud assembly Q A) Packing material - min 3 " thickness (111 6 pcf) (IA) Steel Pipe - 6" diarl smaller) Sch. 40 (or heavier) steel mineral wool insulation B) Conduit - 4" diam.(or smaller) EMT or rigid steel B) Min 1/2" thickness FYRE-SIL installed within annulus © TREMstcpW BM - fill Max. 3/4" annulus at a thickness NOTE: For walls apply FYRE-SIL to both surfaces of wall. of 1 " (2 Hr. F-rating) or 3/4; (1 Hr. F-rating). FIRE HEAD RELOCATION — DETAIL 2 CONCRETE WALL PENETRATION — DETAIL 3 STUD WALL PENETRATION — DETAIL 4 INSPECTORS TEST STATION — DETAIL 5 HANGER O 24 BOTTOM . .� /� I� /N B A G — G A TO6PRINKLER SYSTEM ARM GONG WATER MOTOR LA TO SIAMFSE CONNECTION C V L V GALAA 117ED JIJFF 1,4HA N 1 111 ',IX I- WATER PRESSURE GAUGE PRESSURE ALARM SWITCH STEEL 1-BEAM OR B nl? JOIST —,>'- DICTW� n' RAF, ALARM CHECK VALVE 314' - MOTEL 10 MICHIGALI 314- UNIONBOTTOM BE V : --I 1AP WATER PRESSURE GAUGE STRAINER OP EQUAL Wi'.. 0':` �.'.I pRAINANGLE VALVE `RETARDING CHAMBER117 TAN R ROD SHALL —-MAIN CEO 0 RESTRICTIONOPFN CHECK VALVE LT TRU HARM 46AWST SrRUCT1JRAL SiEtL - -;NC. FLODR HELOT (FALSE ALARMTCI PREVENTION)TH � . GRAIN TO NE.dBER _ALL TI FEAG ^lTIF I" PIPE TYI�', ROD � 1@' DRIP LINE PIPE �. l l b lTi - 0.6.&Y GATE VALVE WI TAMPER SWITCH 11 J DRIP RECEIVER SOASEL RiNC, HANGER I..I I-FITIPIC ' 1/2' DRAIN TOFD. NI.' TES'. 1114'DRAIN TO �. r LNI F; � APhI iF � l III I I F.O. PIPE Eh-nrd,IF NFw sP� APP 11 A LE F ;11 I 'I FROM FIRE MNN SEE PLANS ;I APPII( llIT EII FI I,L II 1 I:IR F.m ,ERTICAl f,f Ilu: PIPE HANGER f SUPPORT — DETAIL 6 FIRE HEAD PIPING — DETAIL 7 PIPE / TUBE SUPPORT — DETAIL 8 9 WET PIPE ALARM CHECK — VALVE ASSEMBLY DETAIL 10 C L C s ° E j L my w o v 3 o ° v c W a t d c maM U35 0 4-J m EvoS;'0y c a o w 0 v c L L cutv�a�it •L G , ° u _ M1O L y 'Z G Ie C U roY�M3 uiva `vo, rn N Cl N ¢ c ^ CL 0 3w w�0a me �.-.E,n Equv -Ocua.>-emu n= U ¢°¢ c ro Q o 3 Q m — E C 2 a, V T3 LL N m n (n 0) r C n + �C(\I cc c0 0 O.20 fA UU (D V) E � E 0O N U � U L CID to COP tr��i�'R G, INITIT ER ENGINEERING FOR TODA rS BUILT ENVIRONMENT 11068 NORTH G STREET LAKE WORTH, FL 33460 (561) 370.3300 phone www.elliagritter.com �sED NGINRELLIS R#67568 �* • STATE OF FLORIDA • CERT.OFAUTH.1f30408 �o,Fss'O N J J fu i 4 1.' • 1. • .. I. u Rev. # I Date I Project 15-0185 Number Status PERMIT Issue 11-Mar-16 date Sheet FS11IIIIIIIIIIIII SHEET: