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❑ N / <br />I <br />0 +10 61 +10 <br />- ❑ 0 -11 2 <br />1 -9 2 -10 N �2) EC HSW PROVIDED FOR PROTECTION 1 N 5 <br />I ( OF COVERED WOOD DECK ATTACHED <br />1 -21 1 Q I I �, �, ❑ o N <br />SPECTOR'S TEST VALVE TO BUILDING - - <br />NCO <br />N CO N C.O N c 0 N CO CO N CD CO O O <br />5 r <br />�O o 3 CD 3 CD I 3 ° 3 12 ° 12 <br />❑ ❑ ❑ ❑ ❑ <br />� 9 1 NCO E _ �o I I _ I r❑ <br />I [ : 4] <br />_ <br />2 � W <br />4i <br />r , lO N o <br />CN <br />12 12 12 12 z <br />12 12 <br />z� O <br />* I <br />12 <br />I, <br />4' - 10' 4' - 10" — 5' -0 1/8' J 5' -0 1/8' -- --I- -- 4' -11 b „ -0 1/8' - - -- 4' -11 1 /2' 5' -�1 I 4' -4' CF) 5'-0 1/8' <br />Li <br />I <br />m N N m C'4 ID m N M m N m N m N h w < o <br />a <br />N N N w I .- > _ <br />j O wo w <br />OVERHEAD DOOR COILS AND _ <br />DOES NOT OBSTRUCT FLOOR ° <br />2 6❑ I I SPACE 1 1 1 1 m <br />8'C” TALL WALL 3RACED -- - ° <br />5' -6 1/2 <br />N N I 1 N I N I N I N I <br />I I <br />� <br />Ln � Ln I � LC) r- Ln I r- L0 Ln <br />� I — <br />1 N <br />C. r <br />I � I <br />O Q o r � o o r o r• I o �- o � � <br />12 12 12 12 1 _12 1 2 O 12 J O 12 N o0 12 I 12 <br />W � J � J - J - J I I I I � M J <br />a- a <br />O j <br />Q) <br />o N O <br />o N O <br />o 0 <br />0 0 <br />0 <br />o o <br />o <br />N O N <br />o� N <br />NEW HYDRANT AND NEW STORZ CONNECTION /B <br />DEVICE SHALL BE LOCATED WITHIN 50' OF ONE <br />ANOTHER (GC TO COORDINATE LOCATIONS). <br />❑ <br />O 0 <br />1 <br />s-- N <br />�- N <br />( <br />I <br />o <br />o <br />M <br />Q) <br />l/ 1 <br />0 <br />X r <br />N <br />N <br />N <br />N <br />I N <br />N <br />-- I N <br />N <br />( N <br />iC) N <br />- <br />r <br />.- <br />r <br />r <br />D <br />- <br />�� r <br />.-- <br />• <br />L, <br />U <br />r- <br />.- <br />�- <br />0 <br />O <br />� <br />U <br />�_ <br />I <br />T <br />I <br />T <br />T I <br />I <br />Z <br />� <br />OVERHEAD DOOR COILS AND <br />I <br />a <br />DOES NOT OBSTRUCT FLOOR <br />o <br />SPACE <br />I <br />I <br />� J _ _ I _ _ I _ <br />Z 1 1 0 N I Q w , N N N N N c N N N N N <br />W F ca5 L I cV v Z Q N N Q N N N N Q N N Q N N Q N N ( Q N N Q N N ( Q N N Q N N <br />a Y to Q `_ I I I I O' " I <br />Z W , p, �- N r- N r- N c- N I N N N c- N 0 U <br />4 M �J <br />c7S 11 <br />V Q o m Q I Z_ � O <br />o I W <br />W� m L S <br />0 <br />'V 0 1 <br />o a � � X 12 J � � X 12 J L 12 J 12 _12 ` 112 X 12 12 J 12 12 J oW Z' 0 i x o I I I - -- - <br />In X Ix <br />LU <br />Li ❑ Al '� �`� AZ '� o�� A 3 �` ��' '` ��' I r�Ais o (AGE AREA '` �� `` �� `` o�� I r B '` �� ❑2 <br />� N N O/ \ \ N NI `\' O N , N 0 - - - - N `� N `v O� <br />Q rn CV L J sue- cV r - Cv J - �- N / ❑ N r N N � i1' -9 3/4" <br />3 a ° 3 ° ° ° ° ° ° ° ° 3 3 ° ° 0 3 3 �° 3 C° 3 3 3° <br />0 -4 9 -8 9 -10 1- 8- 0 _ 09 1 2 -2 ' 7 -10 9- 1 2 3 - 6 - 10 1 2 9 - 4 - 9 1 2 5 - 2 - ° <br />A6 I A5 ❑ =A2 .. <br />.. <br />-- -� <br />. . <br />-- — ' ELL i — -- ' <br />_ „ 4x3" GRWD REDUCING COUPLING . SYSTEM <br />` - - <br />STAGE - 16 HIGH RAISED FLOOR CONSTRUCTED OF (>i -x 0) 4 FIRE RISER W \ <br />NON COMBUSTIBLE METAL STUDS AND FIRE RATED <br />4" SWITCH <br />PLYWOOD AS DECKING. NO COMBUSTIBLE MATERIAL WILL ( R NG <br />W BY O THERS) � to Q 1• <br />BE STORED WITHIN THIS CONCEALED SPACE. NO SPRK'S 6 HEAD SPRINKLER <br />5 PER NFPA 13. 8.15.16. ❑ CABINET WITH HEADS FROM BRANCH LINE <br />a <br />J <br />Q) <br />-- PRPOSED 24' WIDE <br />1 <br />GRAVEL DRIVEWAY <br />NEW EIRE HYDRANT P20MDFD .BY an-a-, <br />ZEPHRYHILLS UTILITIES DEPT.. <br />NEW HYDRANT AND NEW STORZ CONNECTION /B <br />DEVICE SHALL BE LOCATED WITHIN 50' OF ONE <br />ANOTHER (GC TO COORDINATE LOCATIONS). <br />F_ <br />I <br />I <br />V Al <br />AAA FPS, Inc WORK TO START AFTER GATE VALVE <br />a WITH UG TO DDVC AND UG TO BLDG SERVICE RISER <br />2 6' PIPE BOLLARDS BY OTHERS <br />4' CHECK VA WITH 5" 30 DEG STORZ FDC <br />ON DISCHARGE OF BACKFLOW DEVICE. <br />UG SHALL BE DR -14 FOR FD PUMPER <br />PRESSURES AND BLDG CONTROL VALVE <br />O SHALL BE DELETED FROM RISER. <br />- - <br />- - - - -- -� � --- --- -------------------------------- <br />/,� <br />15'0 I � ` ` <br />1 5' STORZ FDC MOVED TO <br />120' 6' DR 14 UG SUPPLY DISCHARGE OF BACKFLOW DEVICE <br />FROM BACKFLOW DEVICE 1 <br />L-------------- <br />6' WATER MAIN EXTENSION 5' BACKFLOW DEVICE PER AHJ STANDARDS. 4' RISER LOCATION <br />NEW HYDRANT, NEW TAP BACKFLOW DEVICE AND STORZ CONNECTION <br />AND NEW GATE VALVE TO BE LOCATED WATHIN 15' OF WESTERN EDGE OF <br />(BY CITY OF ZEPHRYHILLS THE EXST PAVED ROAD SURFACE.❑ Z <br />UTILITES DEPARTMENT) i <br />a / WATER FLOW SUMMARY: / <br />a TEST DATE: 11 -20 -2009 <br />PERFORMED BY. AAA FPS, INC. / <br />` LOCATION: 1,000 FT FROM SITE / <br />I STATIC = 62 PSI <br />RESIDUAL = 40 PSI <br />FLOW = 1060 GPM / <br />REDUCED SITE PLAN <br />NO SCALE / <br />UNDERGROUND FIRE PROTECTION PIPING SHOWN ENTIRELY FOR THE PURPOSE <br />11. BACKFLOW PREVENTOR PER AHJ STANDARDS <br />D <br />[BACKFLOW PREVENTOR DETAIL <br />NIO SCALE <br />SMOOTH BORE CORROSION <br />RESISTANT OUTLET GIVING <br />FLOW EQUIVALENT TO ONE <br />SPRINKLER. <br />INSPECTOR'S TEST (WET P IPE <br />NO SCALE <br />I <br />STORZ FDC <br />:CK VALVE <br />42 [UPRIGHT <br />AND WRENCHES <br />ALARM BELL " <br />(WIRING BY OTHERS) <br />SUBMITYED PLAN(S) HAVE BEEN REVIEWED -- 5" STORZQ <br />13Y ZEPH E YRHILLS - I: MARSHAL'S OFFICE - DELETED - <br />Date: 4 CHECK VALVE EXTERIOR WALL <br />SHOTGUN RISER CHECK 1" BALL VALVE SET <br />VALVE WITH (2 ) Q2 <br />AT 5' -O" A.F.F. <br />'t� viewer: - PRESSURE GAUGES AND -DELETED - <br />e/ DRAIN ASSEMBLY <br />• GR. BUTTERFLY VALVE <br />6'x4' REDUCING <br />-DELETED - <br />� Q ' <br />ease be advised this review of plans submitted 13 <br />1ti COUPLING GALVANIZED NIPPLE <br />�t <br />(IQry r$YIeW t0 assist the contractor I }� BASE OF RISER o GALVANIZED 45' ELL <br />licahle f ire sa fety codes. This review is not intended . <br />app <br />rovai of tlW2 Submitted plans. It ; the • <br />to be a final app pla ns are In 6" UNDERGROUND. SEE <br />cconvactoes sole responsibility to.eAVICe s, l REDUCED SITE PLAN FOR <br />W'Aplete compliance with all a pp licable NAPA co des and CONTINUATION. <br />local ordinances. In the event that further xam t shalt f <br />site inspection reveals areas of nor comp 6 PRESSURE RATED <br />the contract Of S sole responsibility, at q4s Sole expense t4 A UNDERGROUND SUUPLY RISER DETAIL z� <br />bring those areas in compliance. The Cray assumes no <br />NO SCALE <br />responsibility for the contractor's failure to be in com <br />1�jjh all applicable RFPA Codes and 10" n CHECK VALVE AND STORZ CONNECTION <br />DISCHARGE SIDE OF BACKFLOW DEVICE <br />BEAM CLAMP <br />STEEL A.T.ROD <br />0 <br />I HANGER RING <br />HANGER DETAIL <br />NO SCALE <br />0 <br />C� 4.) r N <br />� CID <br />w <br />w E 4; <br />1:22"��� <br />w � <br />0 <br />0 <br />Lei <br />a� <br />N <br />r <br />a <br />014- <br />� z <br />o 0 <br />m m m <br />N <br />J <br />x <br />W <br />N <br />O U <br />O <br />U <br />y 1= <br />Z <br />O a <br />� o m � <br />CL <br />w O <br />0 C U <br />w <br />0.; � Y a <br />0 <br />EL °w <br />J <br />Q Z � <br />Z <br />o a <br />E <br />o 0 3 <br />g 0 <br />aa< <br />H M D 00 <br />Q � N <br />GENERAL NOTES <br />1, AAA FIRE PROTECTION SERVICES INC (AAA FPS, INC.) SCOPE OF WORK <br />STARTS AT DISCHARGE 6' UG GATE VALVE TO BLDG RISER. UG WATER <br />MAIN, TAPPING SLEEVE AND VALVE BY OTHERS. <br />2. ALL WORK PERFORMED SHALL COMPLY WITH NFPA 13, 24 AND 25 <br />STANDARDS, LOCAL AHJ REQUIREMENTS, AND STATE FIRE MARSHAL <br />REQUIREMENTS. <br />3. AAA FPS, INC. SCOPE OF WORK DOES NOT INCLUDE ANY WIRING OF <br />DEVICES OR PAINTING OF PIPE, ETC. <br />4. ALL SPRINKLERS SHALL BE STANDARD COVERAGE (QUICK RESPONSE) <br />ORDINARY TEMPERATURE (UNLESS OTHERWISE NOTED). <br />5. SPRINKLERS TO BE PROVIDED BELOW ALL EXPOSED DUCT, SUSPENDED <br />EQUIPMENT AND MEZZANINES EXCEEDING 48" IN WDTH. <br />6. ALL PENETRATIONS IN FIRE /SMOKE WALLS TO BE PROVIDED WITH A WITH <br />A U.L. LISTED FIRE STOP ASSEMBLY. <br />7. UNDERGROUND PIPING SHALL BE FLUSHED PRIOR TO SPRINKLER SYSTEM <br />BEING TIED -IN. <br />B. ENTIRE SYSTEM TO BE FLUSHED AND HYDRAULICALLY TESTED IN <br />ACCORDANCE WITH NFPA -13. <br />9. SPRINKLER SYSTEM HAS BEEN DESIGNED NTH A MAXIMUM WORKING <br />PRESSURE OF 175 PSI. <br />10. ENTIRE SPRINKLER SYSTEM TO BE INSTALLED IN A MANNER THAT THE <br />ENTIRE SYSTEM CAN BE DRAINED. WHERE REQUIRED AUXILIARY DRAINS <br />WILL BE PROVIDED. <br />OCCUPANCY CLASSIFICATIONS <br />THE FACILITY IS PROTECTED BY A WET -PIPE FIRE SPRINKLER SYSTEM, <br />BASED ON THE FOLLOWING OCCUPANCIES AND DESIGN CRITERIA: <br />OFFICES AND LIKE SPACES: LIGHT HAZARD OCCUPANCY, 0.10 GPM /SQFT <br />DENSITY, 225 SOFT MAX SPRINKLER SPACING, 100 GPM COMBINED HOSE <br />STREAM DEMAND. <br />MECHANICAL, KITCHEN, JANITOR, AND LIKE SPACES: ORDINARY HAZARD <br />(GROUP 1) OCCUPANCY, 0.15 GPM /SOFT DENSITY, 130 SOFT MAX SPRINKLER <br />SPACING, 250 GPM COMBINED HOSE STREAM DEMAND. <br />STORAGE SPACES: ORDINARY HAZARD (GROUP II) OCCUPANCY, 12'0' <br />MAXIMUM STORAGE HEIGHT, 0,20 GPM /SQFT DENSITY, 130 SQFT MAX <br />SPRINKLER SPACING, 250 GPM COMBINED HOSE STREAM DEMAND. <br />e <br />PERMIT No: N / A <br />CONTRACT No: C09 -250 <br />APPROVAL: CBT <br />DRAWN BY: RTS <br />SCALE: 1/4" = 1' -0' <br />DATE: 11/19/2009 <br />FLOOR PLAN <br />FIRE PROTECTION <br />A <br />SPRINKLER LEGEND <br />FINISH ITEMP I K INPT ISIN iMODEL# F p <br />— BRASS 155 5.60 1/2" GLM15 GLOBE GL SERIES <br />Y: \Engineering \Project CAD dwgs \Sky Dive City\_Acad \sky dive city - Plot.dwg 2/18/2010 5:03:09 PM <br />Q) <br />Q) <br />l/ 1 <br />0 <br />C\2 <br />4_j <br />0 <br />i~ <br />0 <br />U <br />''°' <br />0 <br />O <br />� <br />U <br />GENERAL NOTES <br />1, AAA FIRE PROTECTION SERVICES INC (AAA FPS, INC.) SCOPE OF WORK <br />STARTS AT DISCHARGE 6' UG GATE VALVE TO BLDG RISER. UG WATER <br />MAIN, TAPPING SLEEVE AND VALVE BY OTHERS. <br />2. ALL WORK PERFORMED SHALL COMPLY WITH NFPA 13, 24 AND 25 <br />STANDARDS, LOCAL AHJ REQUIREMENTS, AND STATE FIRE MARSHAL <br />REQUIREMENTS. <br />3. AAA FPS, INC. SCOPE OF WORK DOES NOT INCLUDE ANY WIRING OF <br />DEVICES OR PAINTING OF PIPE, ETC. <br />4. ALL SPRINKLERS SHALL BE STANDARD COVERAGE (QUICK RESPONSE) <br />ORDINARY TEMPERATURE (UNLESS OTHERWISE NOTED). <br />5. SPRINKLERS TO BE PROVIDED BELOW ALL EXPOSED DUCT, SUSPENDED <br />EQUIPMENT AND MEZZANINES EXCEEDING 48" IN WDTH. <br />6. ALL PENETRATIONS IN FIRE /SMOKE WALLS TO BE PROVIDED WITH A WITH <br />A U.L. LISTED FIRE STOP ASSEMBLY. <br />7. UNDERGROUND PIPING SHALL BE FLUSHED PRIOR TO SPRINKLER SYSTEM <br />BEING TIED -IN. <br />B. ENTIRE SYSTEM TO BE FLUSHED AND HYDRAULICALLY TESTED IN <br />ACCORDANCE WITH NFPA -13. <br />9. SPRINKLER SYSTEM HAS BEEN DESIGNED NTH A MAXIMUM WORKING <br />PRESSURE OF 175 PSI. <br />10. ENTIRE SPRINKLER SYSTEM TO BE INSTALLED IN A MANNER THAT THE <br />ENTIRE SYSTEM CAN BE DRAINED. WHERE REQUIRED AUXILIARY DRAINS <br />WILL BE PROVIDED. <br />OCCUPANCY CLASSIFICATIONS <br />THE FACILITY IS PROTECTED BY A WET -PIPE FIRE SPRINKLER SYSTEM, <br />BASED ON THE FOLLOWING OCCUPANCIES AND DESIGN CRITERIA: <br />OFFICES AND LIKE SPACES: LIGHT HAZARD OCCUPANCY, 0.10 GPM /SQFT <br />DENSITY, 225 SOFT MAX SPRINKLER SPACING, 100 GPM COMBINED HOSE <br />STREAM DEMAND. <br />MECHANICAL, KITCHEN, JANITOR, AND LIKE SPACES: ORDINARY HAZARD <br />(GROUP 1) OCCUPANCY, 0.15 GPM /SOFT DENSITY, 130 SOFT MAX SPRINKLER <br />SPACING, 250 GPM COMBINED HOSE STREAM DEMAND. <br />STORAGE SPACES: ORDINARY HAZARD (GROUP II) OCCUPANCY, 12'0' <br />MAXIMUM STORAGE HEIGHT, 0,20 GPM /SQFT DENSITY, 130 SQFT MAX <br />SPRINKLER SPACING, 250 GPM COMBINED HOSE STREAM DEMAND. <br />e <br />PERMIT No: N / A <br />CONTRACT No: C09 -250 <br />APPROVAL: CBT <br />DRAWN BY: RTS <br />SCALE: 1/4" = 1' -0' <br />DATE: 11/19/2009 <br />FLOOR PLAN <br />FIRE PROTECTION <br />A <br />SPRINKLER LEGEND <br />FINISH ITEMP I K INPT ISIN iMODEL# F p <br />— BRASS 155 5.60 1/2" GLM15 GLOBE GL SERIES <br />Y: \Engineering \Project CAD dwgs \Sky Dive City\_Acad \sky dive city - Plot.dwg 2/18/2010 5:03:09 PM <br />