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2016 - (#11) Storage Building Plans Permit Set
00 0 0 (C) 0 N 0 0 GOLF COURSE STO . RAGE LOCATION MAP R COUNTY AT VUNIOPAL AIRPORT SEBASTIAN, FLORIDA MARCH 03, 2016 SJRWMD LETTER MOD.#: IND -061-68172-19 FDOT FIN: 429695-1-94-01 FDOT PROJECT: PFL0007956 PREPARED BY: AMERICAN iND INFRASTRUCTURE DEVELOPMENT, INC. Florida Certificate of Authorization No.: 28731 37 NORTH ORANGE AVE., SUITE 500 ORLANDO, FLORIDA 32801-2459 407-992-6611 OFFICE AID PROJECT NO: X2613002 SHEET C001 C002 C101 I C102 C103 C104 C105 C105A C106 A101 A102 A201 A401 A601 S001 F INDEX SHEET NAME COVER SHEET GENERAL NOTES & DETAILS SITE PLAN GRADING PLAN �STORMWATER POLLUTION PREVENTION PLAN (SWPPP) UTI LITI ES PLAN DETAILS DETAILS FLORIDA POWER & LIGHT PLAN ARCHITECTURAL SHEET NAME CODE SUMMARY, FLOOR PLAN EXTERIOR ELEVATIONS & DOOR SCHEDULE FLOOR PLAN EXTERIOR ELEVATIONS ENLARGED FLOOR PLAN AND DETAILS ,DOOR AND WINDOW TYPES AND SCHEDULES STRUCTURAL SHEET NAME STRUCTURAL LEGEND, ABBREVIATIONS, AND GENERAL NOTES S101 (CHEMICAL BUILDING FLOOR PLANS &DETAILS S102 1,DETAILS E1.1 ELECTRICAL SHEET NAME E2.1 POWER PLAN LIGHTING PLAN PLUMBING SHEET NAME P1.1 PLUMBING PLAN P2.1 PLUMBING RISERS MECHANICAL SHEET NAME M1.1 MECHANICAL PLAN LANDSCAPE SHEET NAME L L1 LANDSCAPE PLAN ♦1�.ITERIA PROFESSIONAL: �•��' 10�. F •. go No.56059 717 STATE OF to 0,0 '• ,c Q. •� �� ♦ �•.•<pR�O •: �� s ••....••' �4 070 N A IL Date Sealed: 04/01/2016 MARK C. JANSEN, P.E. P.E. # 56059 COS PERMIT SET 04/01/16 GENERAL NOTES 1. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE STORAGE AND SECURITY OF HIS MATERIAL AND EQUIPMENT AND SHALL ERECT STORAGE FACILITIES AND FENCING AS NECESSARY. 2. THE CONTRACTOR'S STAGING AREA(S) AND HAUL ROUTES SHOWN ON THE PLANS ARE GENERAL AND FOR INFORMATIONAL PURPOSES ONLY. THE ACTUAL SIZE AND LOCATION OF STAGING AREAS AND HAUL ROUTES WILL BE APPROVED BY THE OWNER PRIOR TO CONSTRUCTION. 3. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE PROJECT AREA THROUGH THE PROJECT ACCESS ROUTES APPROVED BY THE OWNER ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY OF ALL GATES HE USES FOR ACCESS ONTO AIRPORT PROPERTY. 4. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE CLEANUP AND DISPOSAL OF ALL TRASH AND DEBRIS CREATED BY HIS WORK OR PERSONNEL. ALL TRASH AND DEBRIS MUST BE DISPOSED OF OFFSITE. 5. BURNING OF DEBRIS WILL NOT BE ALLOWED ON AIRPORT PROPERTY. 6. APPROVED CUTS IN PAVEMENT OR CONCRETE SHALL BE MADE USING A PAVEMENT SAW, AND SHALL BE PATCHED TO MATCH THE EXISTING SURFACE IN A MANNER APPROVED BY THE OWNER. 7. EXISTING EASEMENTS TO OTHER PROPERTIES SHALL BE MAINTAINED AT ALL TIMES. 8. THE EXISTING AIRPORT PAVEMENTS, ACCESS ROADS, AND HAUL ROUTES MAY NOT BE CAPABLE OF SUPPORTING CERTAIN TYPES OF CONSTRUCTION EQUIPMENT. THE CONTRACTOR SHALL FULLY SATISFY HIMSELF AS TO THE ABILITY OF THE EXISTING AIRPORT PAVEMENTS TO SATISFACTORILY SUSTAIN THE TYPE OF EQUIPMENT HE PLANS TO USE. CONTRACTOR SHALL SIZE THE EQUIPMENT USED FOR CONSTRUCTION ACCORDINGLY. ANY DAMAGE TO EXISTING PAVEMENT CAUSED BY HAULING OR ANY OTHER CONSTRUCTION ACTIVITY SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE OWNER. 9. AREAS OUTSIDE THE PROJECT LIMITS ARE DESIGNATED AS RESTRICTED AREAS. THE CONTRACTOR'S FORCES ARE PROHIBITED FROM ENTERING RESTRICTED AREAS AT ANY TIME, UNLESS SPECIFICALLY AUTHORIZED BY THE OWNER OR AIRPORT MANAGER. 10. THE OWNER SHALL DESIGNATE AREAS TO BE USED BY THE CONTRACTOR FOR THE PARKING OF CONSTRUCTION EQUIPMENT AND VEHICLES WHEN NOT ENGAGED IN THE CONSTRUCTION DURING NON -WORKING DAYS AND NIGHTS AS WELL AS AREAS FOR CONTRACTOR'S EMPLOYEES AUTO PARKING. 11. ALL NON -PAVED AREAS OUTSIDE THE LIMITS OF CONSTRUCTION WHICH ARE DISTURBED BY THE CONTRACTOR'S OPERATIONS, SUCH AS THE CONTRACTOR'S ACCESS ROAD, STAGING AREA, HAUL ROUTES, ETC., SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AND GRASSED UPON COMPLETION OF THE PROJECT. IN ADDITION, ALL EXISTING ROADS, APRONS, AND TAXIWAYS THAT WILL BE USED AS THE CONTRACTOR'S HAUL ROUTE SHALL BE MAINTAINED DURING CONSTRUCTION AND RESTORED TO THEIR PRE -CONSTRUCTION CONDITION. 12. THE CONTRACTOR SHALL MAINTAIN SECURITY WITHIN THE PROJECT SITE AT ALL TIMES. NO UNAUTHORIZED PERSONNEL SHALL BE ALLOWED ON THE SITE. 13. THE CONTRACTOR SHALL OBTAIN ALL BUILDING PERMITS NECESSARY FOR THE COMPLETION OF THIS PROJECT. 14. THE CONTRACTOR SHALL KEEP A WATER TRUCK ONSITE AT ALL TIMES FOR THE PURPOSE OF CONTROLLING DUST AS REQUIRED BY THE CONTRACT DOCUMENTS. 15. AIRPORT REPRESENTATIVES: CITY ENGINEER, COMMUNITY DEVELOPMENT DIRECTOR, AIRPORT MANAGER: FRANK WATANABE 772-228-1118 AIRPORT MAINTENANCE: GARY NICHOLAS 772-288-7013 UTILITY NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND IDENTIFICATION OF ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES IN CONSTRUCTION AREA. ANY DAMAGES TO EXISTING UTILITIES OR UNDERGROUND PIPELINES ON OR OFF AIRPORT PROPERTY SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL REPAIR WORK SHALL MEET THE APPROVAL OF THE OWNER OF THE DAMAGED UTILITY. 2. CONTRACTOR SHALL PROTECT ALL EXISTING AIRFIELD LIGHTING, SIGNS, AND NAVAID EQUIPMENT IN THE VICINITY OF THE WORK AREA. ANY DAMAGE RESULTING FROM HIS OPERATIONS SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 3. PRIOR TO DIGGING ANY TRENCHES, CONTRACTOR SHALL NOTIFY ALL UTILITIES (ELECTRIC, GAS, TELEPHONE, SEWER) AND OBTAIN LOCATIONS OF UNDERGROUND UTILITIES. 4. ANY DAMAGES DONE TO AIRPORT PROPERTY OR UTILITIES (SUCH AS RUNWAY, TAXIWAYS, APRONS, FENCING, EXISTING CABLES) WILL BE REPAIRED BY THE CONTRACTOR TO THE APPROVAL OF THE OWNER OF THE FACILITY IN A SATISFACTORY MANNER. THE CONTRACTOR WILL BEAR ALL COSTS FOR REPAIRS. 5. ANY UNPLANNED, UNAPPROVED, OR ACCIDENTAL SHUTDOWN OR INTERRUPTION OF SERVICE TO ANY LIGHTING CIRCUIT OR NAVIGATIONAL AID REQUIRES IMMEDIATE NOTIFICATION OF THE AIRPORT MANAGER, OWNER, AND ENGINEER BY THE CONTRACTOR. 6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PROVIDING ALL PERMANENT AND TEMPORARY UTILITY CONNECTIONS TO THE STAGING AREA. SAFETY NOTES 1. THE CONTRACTOR SHALL CONDUCT HIS CONSTRUCTION OPERATIONS AS SHOWN ON THE PROJECT LAYOUT SHEET, SAFETY PLANS, AND HIS APPROVED PHASING PLAN. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE OWNER TO MINIMIZE INTERFERENCE TO AIRCRAFT OPERATIONS DURING CONSTRUCTION. 3. DIRECT RADIO COMMUNICATIONS WITH AIR TRAFFIC ARE NOT REQUIRED. 4. NO CONTRACTOR VEHICLES, EQUIPMENT, OR PERSONNEL SHALL CROSS OR BE WITHIN ANY RUNWAY OR TAXIWAY OBJECT FREE AREA, REV. NO DATE CONSTRUCTION NOTES 1. EXISTING DRAINAGE STRUCTURES WITHIN THE PROJECT LIMITS ARE TO REMAIN, UNLESS OTHERWISE NOTED. 2. ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED THE CONTRACTOR SHALL NOTIFY THE ENGINEER WITHOUT DELAY BY TELEPHONE. 3. THE CONTRACTOR SHALL NOT BRING ANY HAZARDOUS MATERIALS ONTO THE PROJECT. 4. ANY KNOWN OR SUSPECTED HAZARDOUS MATERIAL FOUND ON THE PROJECT BY THE CONTRACTOR SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER, WHO SHALL DIRECT THE CONTRACTOR TO PROTECT THE AREA OF KNOWN OR SUSPECTED CONTAMINATION FROM FURTHER ACCESS. THE CONTRACTOR SHALL NOT RETURN TO THE AREA OF CONTAMINATION UNTIL APPROVAL IS PROVIDED BY THE ENGINEER. 5. EXISTING UTILITIES ARE TO REMAIN IN PLACE UNLESS OTHERWISE NOTED. 6. THE LOCATIONS OF UTILITIES SHOWN IN THE PLANS ARE BASED ON LIMITED INVESTIGATION TECHNIQUES AND SHOULD BE CONSIDERED APPROXIMATE ONLY. 7. CONTRACTOR SHALL CONTACT 811 SUNSHINE TO LOCATE UNDERGROUND UTILITIES BEFORE CONSTRUCTION BEGINS. 8. INSTALL AND MAINTAIN FDOT APPROVED INLET PROTECTION SYSTEMS ON ALL EXISTING DRAINAGE STRUCTURES THROUGH CONSTRUCTION OPERATIONS. EXACT LAYOUT MAY VARY- SEE SITE PLAN SIGN - FTP -25 AND FTP -55 SEE BELOW 60, 12' 12' (MIN.) (MIN.) 5' (MIN.) 21' �- w o m 2" - WHITE 60 m 6" J m 6" --- WHEEL STOP WHITE (TYP.) ADA PARKING NOTES: 6 1. ALL ACCESSIBLE PARKING SPACES MUST BE SIGNED AND MARKED PER STANDARDS ESTABLISHED BY THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (ADAAG). 2. PARKING SPACES AND ACCESS ISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 1:50 (2%) IN ALL DIRECTIONS. 3. ADA PARKING SPACES SHALL BE DESIGNATED AS RESERVED BY A PAINTED SYMBOL OF ACCESSIBILITY AND A SIGN SHOWING THE ACCESSIBLE SYMBOL. 4. ADA SIGNS ARE TO BE LOCATED DIRECTLY IN FRONT OF AN ACCESSIBLE PARKING SPACE AND MOUNTED, EITHER ON A POLE OR A WALL, A MINIMUM OF SEVEN (7) FEET ABOVE THE PARKING SURFACE'S GRADE. STANDARD ADA PARKING AND ACCESS DETAI 1' N.T.S. PARKING BY DISABLED PERMIT ONLY C$250 FINE F.S. 318.14 SIGN DETAIL FDOT No. FTP -25 AND FTP -55 c o, GOLF COURSE STORAGE BUILDING � DESIGN CRITERIA PROFESSIONAL ; ����i,� �. �J��*0 JOB NO: X2613002 . ; �E s •.• +go Ile C002 AT MARK G. JANSEN, P.E. Fes ..JA: No. 56059 TRAWN: DW SEBASTIAN MUNICIPAL AIRPORT AMERICAN P E• #56059 . k • - SEBASTIAN FLORIDA INFRASTRUCTURE 37 N. Orange Avenue, Suite 500: ; : STATE OF U, DESIGN: MCJ ' DEVELOPMENT, INC. Orlando, Florida 32801-2459 ;���•%44ORIVP•' �N��;►CHECKED: MJ GENERAL NOTES & DETAILS SJRWMD LETTER MOD.#: IND -061-68172-19 407-992-6611 Office �, S 9.00• • FDOT FIN: 429695-1-94-01 Florida Certificate of • Authorization No.: 28731 ,'' .0 II Ilk DATE: 10 AUGUST 2015 FDOT PROJECT: PFL0007956 ���04` Date Sealed: 04/01/2016 COS PERMIT SET 04/01/16 .. f A ` lit & n AT&T AT&T AT&T., EXISTING ATS&T #_ ; . po; I Ot JUNC TI � BOX Ni�; E_ 4 6' L _0000 3.v ... w ..,�.....:-.,. �. 3 iEf; _.,... p _ CHEM MIXING # : PAIS aa CENTER/ SPI i i o5:, F1 # ICHEMICAL BUILDING ci' - ly # > AT&T 1 T&f AT&T AT&T AT&T ... .., EL �- i FUEL TANK PAO EC,EC; ELEC ELEC ELEC a. EXISTING POWER ........., # TRANSFORMER co 5 O+ z f, CLF Yr / FUTURE 1 i.' BUILDING rlil T� ;,.`I�.r-�;�"_26 .' as P11 V 1 l!1%r UV ILV II 14 %.j lVLV 1 IIJIV. .F JU 12" RECYCLED ASPHALT MILLINGS CONIC ETE COMPACTED SUBGRADE FDOT�SlANAl ((i�+ ' ACCESS DRIVE FUTURE BUILDING LIMITS OF CLEARING 11 ---- -- VARIES GRASS = 6 10' 10' ■-- 6 - VARIES GRASS — SHOULDER SHOULDER q I I TA —2'— PROFILE GRADE POINT 2.0% 2.0% -j j -,V 6.0% ��� III III - x. . , III -:•: EXISTING GROUND DITCH NOTES: 1. ALL UNPAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE GRASSED WITHIN 5 DAYS OF FINAL GRADING TO PREVENT EROSION. 2. ENGINEER HAS CALCULATED AND CONFIRMS THAT ACCESS ROAD SECTION WILL PROVIDE A HARD SURFACE AND SUPPORT INDIAN RIVER COUNTY FIRE RESCUE DIVISION EQUIPMENT. ACCESS ROAD TYPICAL SECTION s REV. NO DATE m REVISIONS: DESCr-UPTIUN. 12"MILLED ASPHALT CONCRETE COMPACTED SUBGRADE MUN C PAL AIRPORT EXISTING GROUND LE CABLE SLIDING GATE BY C.O.S. C.O.S. PROVIDED GOLF COURSE ACCESS Z CONNECT EXISTING DITCH TO NEW DITCH { .r , 't EXISTING DITCH GOLF COURSE STORAGE BUILDING AT SEBASTIAN MUNICIPAL AIRPORT SEBASTIAN, FLORIDA SJRWMD LETTER MOD.#: IND -061-68172-19 FDOT FIN: 429695-1-94-01 FDOT PROJECT: PFL0007956 AMERICAN - I N FRASTRUCTURE DEVELOPMENT, INC. Florida Certificate of Authorization No.: 28731 CURB FACE OF CURB - # TOP OF PAVED SURFACE -� # 2' __•_,�,,,__ 1 (VERIFY WITH OWNER) / t WHEEL STOP DETAIL N.T.S. DESIGN CRITERIA PROFESSIONAL 49 ** A JOB N0: X2613002 • ••�CENS••.• DRAWN: DW MARK C. JANSEN, P.E. ; � F 0 P.E. # 56059 No. 56059 •� * T)ESIGN: MCJ 37 N. Orange Avenue, Suite 50% , STATE OF W Orlando, Florida 32801-2459 ; �,(\ Oo k0 w ••.<ORIOQ'•� N�:' CHECKED: MJ 407-992-6611 Office Fs 0000900 �C) , ONA'";... DATE: 10 AUGUST 2015 nate I R -Z 0 6' * ADDITIONAL ANCHORS MAY BE REQUIRED FOR OTHER PREFABRICATED MATERIALS C101 SITE PLAN f> COS PERMIT SET 04/01/16 Q ....... .... —- Fsa,,,,,,,,,,,,,S l • �� 'a , ATS`TT AT&T"''AT&TATT - r"" r : J C 10 y� a EXISTING 8° PV . � C OUTFALL FROM � 3 • CONTROL BOX + MIXING CENTER SPILL Ct3NTRO� _.. I � .. i c� L .__., PAD TO DITCH. : 0 ,. , � .. � CV� SLY. 6' CLF ......... Y % t�+� ----.. .^ ..mm ....:.........tet '�p i 1, p ,p��q ' 6,��4 9 � �`` � r` w , : CONTROL o 20.50 0 jf,20 f `./ 0 r- 1. -. ......-..._...w..... 1..:. � �r. / p � �, 20_.1 O' 0 �...L� � } , 20.50 # ` : ATT - - # ATS ATT _.......... ATT 2� o >\'`p 1 0� o 5' 3c' �o' \L j LEC � G / ELEC - ELEC LEC 21.00 :' EXISTING POWER _ - o / p 1 0 I , TRANSFORMER " CLQ ry90 \\ - -' 0 O - O I\ \ a y EMSTING 1 STORY r� 3 Ai Tlm >4I*CE BUILD"COVERED CON -C, b �z FF: =22 2 OPEN C011C ABLE CABLE _ CABLE ....__ CABLE CABLE CABLE - CABLE mm - ' c9 CABLE - CABLE CABLE m CABLE CABLE �r# 000\ �\ \` j ---- a \ � FPL i FPL FPL FPL FPL FPL O FPL FPL- FPL i��...............--.......,,..... ...- FPL'� FPL FPL 6` CLI 0 L s �C J' 0 - o p ' n ;'� "'+"'f`?`-t.r'y^� i�i`i^'ro"�!-'�^4"Y7Y7YY•Y"v"'� f l`Y"f`YYYY1 •,, j ^��..3..F+:1hhJ:.P"+•....h.h".i�•`'"i.'i."ru`'i•b.h,a.J � s`"4"'S'�.. „ �.` '` � '*Ct'"`x.3•I'.A.✓'�✓�3"^'"..e.:«".........w^-^-^..'-W-�........""".."..^^.^.�..^.,...�.,,�.,RvR.,L,�..��t.h�M..d.?��,.,� �' . -••... "�';'3^,,�.._- -....,w..,..:�:rv-�s�.`"�-'y",�"yw�a^�"3 tf -w^ :.".'"'w--..^^.,. .'`x.F...�„a,.a..hs a '��F 3 •^ i i REVISIONS. GOLFE T COORS STORAGE BUILDING f REV. NO DATE DESCRIPTION: SC ON: EOR AT - SEBASTIAN MUNICIPAL AIRPORT i ,7 - SEBASTIAN, FLORIDA SJRWMD LETTER MOD.#: IND -061-68172-19 M U N C P A L AIRPORT FDOT FIN: 429695-1-94-01 FDOT PROJECT: PFL0007956 ,:, nw- .....,. 70 ., # { /j�....,, ,..�-""".... 3,z.J„r.3•^°"i'"..n.W-•,.,.s...'..y..:c.S..s..n.t..a:a�br waa,.F,.� ,•c„x. 00 tc` TING DITCH r I ............ ROVUE-ALL-FINISHED `b GRACSING, DITCHES,COMPACTION... VARIES GRASS - ' -4- N. -4'NO : : / v 00 In i .v EXISTING / ( GROUND 0 BOTTOM OF DITCH CONNECT DITCH TO EXISTING PIPE DITCH TYPICAL SECTION 6Y CLI` N.T.S. DESIGN CRITERIA PROFESSIONAL C, JA ♦♦ ♦ NJS P B N X2613002 . O O F �'E � SF• sy ' • MARK C. JANSEN, P.E. \C 'DRAWN: DW .� No.56059 P.E. # 56059 AMERICAN - = INFRASTRUCTURE 37 N. Orange Avenue, Suite 500: A : STATE OF �I ©ESIGN: MCJ INC. Orlando, Florida 32801-2459 «O,O *a•� p,••: ��� • DEVELOPMENT,F .<OR��. CHECKED: MJ 407-992-6611 Office % •••••• Florida Certificate of . `rS N .�' Authorization No.: 28731 ♦�'' .®N1110** DATE: 10 AUGUST 2015 Date Sealed: 04/01/2016 r C102 EXISTING GROUND GRADING PLAN COS PERMIT SET 04/01/16 STORM WATER POLLUTION PREVENTION (SWPPP) NOTES x. -7 9 ------------ 1 CONTRACTOR'S STAGING AREA MUST BE PROTECTED '0- .................. AGAINST DUST, SILT ACCUMULATION, AND CONSEQUENT POLLUTION RESULTING FROM TRANSPORTATION OF W SEDIMENTS. 0� . . . ............... 2. PERMANENT OR TEMPORARY EROSION AND SEDIMENT ......... . CONTROL MEASURES SHALL BE INSTALLED AT THE EARLIEST ... ..... PRACTICABLE TIME CONSISTENT WITH BEST MANAGEMENT PRACTICES. ONE OF THE FIRST CONSTRUCTION ACTIVITIES SHOULD BE THE PLACEMENT OF TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AROUND THE PERIMETER OF THE PROJECT, THE INITIAL WORK AREA, AND OTHER AFFECTED AREAS TO PREVENT STORM WATER POLLUTION. 3. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE ADEQUATELY MAINTAINED TO PERFORM THEIR lr\ITP:r\inp:n FUNCTION DURING CONSTRUCTION OF THE PROJECT. 4. QUALIFIED PERSONNEL SHALL INSPECT DISTURBED AREAS OF THE CONSTRUCTION SITE AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A STORM/RAINFALL EVENT. 5. DUST, RESULTING FROM PROPOSED DEMOLITION ACTIVITIES, MUST BE PREVENTED FROM INTRUSION INTO THE STORMWATER CONVEYANCE SYSTEM/SWALE AREAS. APPROPRIATE DUST CONTROL TECHNIQUES (WATER OR ............................. .............. ACCESS ROAD --- Ms 21.00 UU-71111 0 FUTURE BUILDING DITCH LL M WM WIVI SF SF SF 0 f- p A-- Y&TAT&T --- - ------ EXISTING '�%T&T 22.75 F,uaJUNCT10i.`80X W (9 (D Z 0 -J :D ( 36" PIPE/PROVIDED BY OF ,5 BASTIAN (C.O.S.) EXISTING POWER TRANSFORMER ............................. .............. ACCESS ROAD --- Ms 21.00 UU-71111 0 FUTURE BUILDING DITCH LL M WM WIVI SF SF SF z� LU 01 t LL d, LU > 0 `44 SLURRY) MUST BE RETAINED ON SITE. THE USE OF A /- SAN j;": µ� t CALCIUM CHLORIDE, OILS OR OTHER CHEMICAL DUST e -w _TSN - \ t"`���k .......... CONTROL AGENTS IS NOT PERMITTED. L- FPL- FPL - DI-ftH t 6. ALL ENVIRONMENTAL CONTROL FEATURES ARE TO BE SF SF SF SF 8F 8F SF SF 8F MAINTAINED THROUGHOUT THE LIFE OF THE PROJECT IN lk Y -f ACCORDANCE WITH N.P.D.E.S. (NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM) REQUIREMENTS. THE .................................... CONTRACTOR MUST ENSURE THAT ALL EROSION CONTROL . . 2- FEATURES FUNCTION PROPERLY AT ALL TIMES. . ................. 7. ALL EROSION AND MATERIAL DEPOSITS MUST BE CONTAINED WITHIN THE PROJECT LIMITS STOCKPILED MATERIAL SHALL NOT BE LEFT IN EROSION PRONE AREAS. s�opy I U15 9 8. ANY OFFSITE SEDIMENT DISCHARGE TO A SEPARATE FUTURE MUNICIPAL STORM WATER SYSTEM, ARISING FROM THE BUILDING CONTRACTOR'S ACTIVITIES, IS NOT ALLOWED. 4 9. CONTRACTOR IS RESPONSIBLE FOR DEVELOPING AND .......... . ... IMPLEMENTING A STORM WATER POLLUTION PREVENTION 11� PLAN (SWPPP) AND MANUAL FOR THIS PROJECT. THE SWPPP PLAN AND MANUAL MUST BE SUBMITTED TO APPLICABLE SILT FENCE, PROVIDED AND MAINTAINED BY JURISDICTIONS INCLUDING FLORIDA DEPARTMENT OF CONTRACTOR ""'CABLE CABLE CABLE CABLE CABLE ENVIRONMENTAL PROTECTION FOR REVIEW, APPROVAL AND '.0 LL PERMIT. C I BLE CABLE CABLE CABLE 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTION OF ANY EROSION OR WATER QUALITY ACTIVITIES. PROBLEMS THAT RESULT FROM THE CONSTRUCTION FPL FPL FPL FPL FPL FPL - FPL FPL 6' CIF SF SF 11. THE CONTRACTOR SHALL REMOVE ALL TRAPPED SF SF SEDIMENTS/DEBRIS, WHETHER CAUSED BY THE CONTRACTOR'S OPERATIONS OR NOT. ALL MATERIALS SHALL BE PROPERLY r)[(ZDr)(Zr-:r) OF AS REQUIRED BY LAW. FAILURE C: TO PROPERLY MAINTAIN THE SYSTEM MAY RESULT IN ADVERSE FLOODING CONDITIONS. POST OPTIONS: WOOD OR 21/2" MIN. DIA. WOOD 2"X4" OPTIONAL POST POSITIONS 10 0-* PRINCIPAL POST OAK 1 1/2" X 1 1/2" T�5 STEEL 1.33 LBS/FT. MIN. FILTER FABRIC (IN POSITION 6' Max. CONFORMANCE WITH (CANTED 20- SEC. 985 FDOT SPEC.) > TOWARD FLOW) - 0 0 FILTER FABRIC :±- I Silt Flow 0 co U U SECTION ELEVATION 04 rl- 0 f- p u) -:R. DITCH 22.75 W (9 (D Z 0 -J :D ( 36" PIPE/PROVIDED BY OF ,5 BASTIAN (C.O.S.) `N p11 SF SF SF S; SF "T Rr SF SF 8F 8F L --bJTCH LL z� LU 01 t LL d, LU > 0 `44 SLURRY) MUST BE RETAINED ON SITE. THE USE OF A /- SAN j;": µ� t CALCIUM CHLORIDE, OILS OR OTHER CHEMICAL DUST e -w _TSN - \ t"`���k .......... CONTROL AGENTS IS NOT PERMITTED. L- FPL- FPL - DI-ftH t 6. ALL ENVIRONMENTAL CONTROL FEATURES ARE TO BE SF SF SF SF 8F 8F SF SF 8F MAINTAINED THROUGHOUT THE LIFE OF THE PROJECT IN lk Y -f ACCORDANCE WITH N.P.D.E.S. (NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM) REQUIREMENTS. THE .................................... CONTRACTOR MUST ENSURE THAT ALL EROSION CONTROL . . 2- FEATURES FUNCTION PROPERLY AT ALL TIMES. . ................. 7. ALL EROSION AND MATERIAL DEPOSITS MUST BE CONTAINED WITHIN THE PROJECT LIMITS STOCKPILED MATERIAL SHALL NOT BE LEFT IN EROSION PRONE AREAS. s�opy I U15 9 8. ANY OFFSITE SEDIMENT DISCHARGE TO A SEPARATE FUTURE MUNICIPAL STORM WATER SYSTEM, ARISING FROM THE BUILDING CONTRACTOR'S ACTIVITIES, IS NOT ALLOWED. 4 9. CONTRACTOR IS RESPONSIBLE FOR DEVELOPING AND .......... . ... IMPLEMENTING A STORM WATER POLLUTION PREVENTION 11� PLAN (SWPPP) AND MANUAL FOR THIS PROJECT. THE SWPPP PLAN AND MANUAL MUST BE SUBMITTED TO APPLICABLE SILT FENCE, PROVIDED AND MAINTAINED BY JURISDICTIONS INCLUDING FLORIDA DEPARTMENT OF CONTRACTOR ""'CABLE CABLE CABLE CABLE CABLE ENVIRONMENTAL PROTECTION FOR REVIEW, APPROVAL AND '.0 LL PERMIT. C I BLE CABLE CABLE CABLE 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTION OF ANY EROSION OR WATER QUALITY ACTIVITIES. PROBLEMS THAT RESULT FROM THE CONSTRUCTION FPL FPL FPL FPL FPL FPL - FPL FPL 6' CIF SF SF 11. THE CONTRACTOR SHALL REMOVE ALL TRAPPED SF SF SEDIMENTS/DEBRIS, WHETHER CAUSED BY THE CONTRACTOR'S OPERATIONS OR NOT. ALL MATERIALS SHALL BE PROPERLY r)[(ZDr)(Zr-:r) OF AS REQUIRED BY LAW. FAILURE C: TO PROPERLY MAINTAIN THE SYSTEM MAY RESULT IN ADVERSE FLOODING CONDITIONS. POST OPTIONS: WOOD OR 21/2" MIN. DIA. WOOD 2"X4" OPTIONAL POST POSITIONS 10 0-* PRINCIPAL POST OAK 1 1/2" X 1 1/2" T�5 STEEL 1.33 LBS/FT. MIN. FILTER FABRIC (IN POSITION 6' Max. CONFORMANCE WITH (CANTED 20- SEC. 985 FDOT SPEC.) > TOWARD FLOW) - 0 0 FILTER FABRIC :±- I Silt Flow 0 co U U SECTION ELEVATION 04 rl- NOTES: 0 f- p u) -:R. DITCH 22.75 W (9 (D Z 0 -J :D LL NOTES: SILT FENCE MATERIALS AND INSTALLATION BE AS SPECIFIED IN SECTION 985 OF THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION NO SEPARATE PAYMENT WILL BE MADE FOR REMOVAL AND DISPOSAL OF SEDIMENT ACCUMULATIONS. THE COST OF THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE COST OF TEMPORARY HAY BALES. FDOT TYPE Ill SILT FENCE DETAIL N.T.S. REVISIONS: DESIGN CRITERIA PROFESSIONAL GOLF COURSE STORAGEB ILDING ■ ;��C,/JAA JOB NO: X2613002 REV. NO DATE DESCRIPTION: EOR - 1�\G r BIT . . . . . . . . . . . . AT MARK C. JANSEN, P.E. !DRAWN: DW No.56059 A. all SEBASTIAN MUNICIPAL AIRPORT AMERICAN P.E. #56059 DESIGN: Mci 37 N. Orange Avenue, Suite 500 ;o STATE OF : LU INFRASTRUCTURE FRASTRUCTURE so, 0 .0 40 SEBASTIAN, FLORIDA Orlando, Florida 32801-2459 ;,o A, o . #,"CHECKED: MJ DEVELOPMENT, INC. 0-.40RID .6 N SJRWMD LETTER MOD.#: IND -061-68172-19 407-992-6611 Office * 0 0 Q) Florida Certificate of 19/0 re* N A I. , t0l FDOT FIN: 429695-1-94-01 Authorization No.: 28731 mils%* ttlk DATE: 10 AUGUST 2015 MUNICIPAL AIRPORT FDOT PROJECT: PFL0007956 Date Sealed: 04/01/2016 TYPE Ill SILT FENCE — 3F - 5F - SF 0 C103 STORMWATER POLLUTION PREVENTION PLAN (SWPPP) COS PERMIT SET 04/01/16 DITCH Z LL 36" PIPE/PROVIDED BY OF ,5 BASTIAN (C.O.S.) `N p11 SF SF 8F 8F SILT FENCE MATERIALS AND INSTALLATION BE AS SPECIFIED IN SECTION 985 OF THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION NO SEPARATE PAYMENT WILL BE MADE FOR REMOVAL AND DISPOSAL OF SEDIMENT ACCUMULATIONS. THE COST OF THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE COST OF TEMPORARY HAY BALES. FDOT TYPE Ill SILT FENCE DETAIL N.T.S. REVISIONS: DESIGN CRITERIA PROFESSIONAL GOLF COURSE STORAGEB ILDING ■ ;��C,/JAA JOB NO: X2613002 REV. NO DATE DESCRIPTION: EOR - 1�\G r BIT . . . . . . . . . . . . AT MARK C. JANSEN, P.E. !DRAWN: DW No.56059 A. all SEBASTIAN MUNICIPAL AIRPORT AMERICAN P.E. #56059 DESIGN: Mci 37 N. Orange Avenue, Suite 500 ;o STATE OF : LU INFRASTRUCTURE FRASTRUCTURE so, 0 .0 40 SEBASTIAN, FLORIDA Orlando, Florida 32801-2459 ;,o A, o . #,"CHECKED: MJ DEVELOPMENT, INC. 0-.40RID .6 N SJRWMD LETTER MOD.#: IND -061-68172-19 407-992-6611 Office * 0 0 Q) Florida Certificate of 19/0 re* N A I. , t0l FDOT FIN: 429695-1-94-01 Authorization No.: 28731 mils%* ttlk DATE: 10 AUGUST 2015 MUNICIPAL AIRPORT FDOT PROJECT: PFL0007956 Date Sealed: 04/01/2016 TYPE Ill SILT FENCE — 3F - 5F - SF 0 C103 STORMWATER POLLUTION PREVENTION PLAN (SWPPP) COS PERMIT SET 04/01/16 HANGAR TAP EXISTING 8" PVC WATER MAIN 8"x8" STAINLESS TAPPING SLEEVE & VALVE INSTALL TEMPORARY JUMPER CONNECTION SAMPLING POINT EXISTING 8" PVC COUNTY WATER MAIN h CN CD COO Cn CO CTD O CZ 1= C14 CD CZ) M Co REV. NO DATE C14 W 2 9 m77 00 CD Cp m U - PROVIDE 2" PVC CONDUIT FOR TELECOMMUNICATIONS WITH STANDARD BENDS FOR COMMUNICATIONS PROVIDERS r% I I-rr- A I I -rj11 r% 1Td"% I I . ..... . ....... --- . . ...... m 0 7,0, 40' 80' EXISTING 4" PVC REMAIN CLEAR OF FUTURE my FORCE MAIN BUILDING PAD LOCATIONS CABLE CABLE - CABLE CABLE CABLECARi r= CABLE CABLE - CABLE PROVIDE 2" PVC CONDUIT FOR 0. U I ILI I T UUNO I MUU I IUINI I U IVIIZ—r— I Ur[ r—^Ur—r—LJ UUMMCIN I 1FX%-oL;U0 CONSTRUCTION STANDARDS & SPECIFICATIONS. I DESIGN CRITERIA PROFESSIONAL C. JA*�,,,JOB NO: X2613002 GOLF COURSE STORAGE BUILDING 4S' % AT MARK C. JANSEN, P.E. Aft 0 1* TRAWN: DW No. 56059 P.E. # 56059 k • SEBASTIAN MUNICIPAL AIRPORT AMERICAN D VESIGN: MCJ 37 N. Orange Avenue, Suite 500 �:.•STATE OF• LUI NFRASTRUCTURESEBASTIANFLORIDA DEVELOPMENTlando, Florida 32801-2459 INC.INC, . '0 .0--40RID- SJRWMD LETTER MOD.#: IND -061-68172-19 407-992-6611 Office CHECKED: MJ Florida Certificate of FDOT FIN: 429695-1-94-01 Authorization No.: 28731 N A L1%* DATE: 10 AUGUST 2015 FDOT PROJECT: PFL0007956 **10411111 Date Sealed 04/01/2016 C1 04 UTILITIES PLAN COS PERMIT SET 04/01/16 (n CD -- :L CD CD CN CD COO Cn CO CTD O CZ 1= C14 CD CZ) M Co REV. NO DATE C14 W 2 9 m77 00 CD Cp m U - PROVIDE 2" PVC CONDUIT FOR TELECOMMUNICATIONS WITH STANDARD BENDS FOR COMMUNICATIONS PROVIDERS r% I I-rr- A I I -rj11 r% 1Td"% I I . ..... . ....... --- . . ...... m 0 7,0, 40' 80' EXISTING 4" PVC REMAIN CLEAR OF FUTURE my FORCE MAIN BUILDING PAD LOCATIONS CABLE CABLE - CABLE CABLE CABLECARi r= CABLE CABLE - CABLE PROVIDE 2" PVC CONDUIT FOR 0. U I ILI I T UUNO I MUU I IUINI I U IVIIZ—r— I Ur[ r—^Ur—r—LJ UUMMCIN I 1FX%-oL;U0 CONSTRUCTION STANDARDS & SPECIFICATIONS. I DESIGN CRITERIA PROFESSIONAL C. JA*�,,,JOB NO: X2613002 GOLF COURSE STORAGE BUILDING 4S' % AT MARK C. JANSEN, P.E. Aft 0 1* TRAWN: DW No. 56059 P.E. # 56059 k • SEBASTIAN MUNICIPAL AIRPORT AMERICAN D VESIGN: MCJ 37 N. Orange Avenue, Suite 500 �:.•STATE OF• LUI NFRASTRUCTURESEBASTIANFLORIDA DEVELOPMENTlando, Florida 32801-2459 INC.INC, . '0 .0--40RID- SJRWMD LETTER MOD.#: IND -061-68172-19 407-992-6611 Office CHECKED: MJ Florida Certificate of FDOT FIN: 429695-1-94-01 Authorization No.: 28731 N A L1%* DATE: 10 AUGUST 2015 FDOT PROJECT: PFL0007956 **10411111 Date Sealed 04/01/2016 C1 04 UTILITIES PLAN COS PERMIT SET 04/01/16 REV. NO DATE O o 0 0 0 0 o n o 0 0 6 L0 n � W W d' 0 0 00 0 0 0 0 C:) 0 In -- U C12 ^ 0- q O o 0 0 0 0 0 0 0 0 o jn W Ld Cp o 0 0 0 0 0 0 ^ N N Q w I- c12 0 0 0 0 0 0 N � CU M W ~ U N Q W -) Q o 0 0 0 0 0 0 o In o N V) V) Z N ti N o H N L7 � W 0 0 0 r, o W N W N N N W J q o o to 0 0 N Vo 4 W ^ aN CU N N f Z w Qo o N In o N v If C*J o It In r 0+ N N N N W H- o W w F_ wry F CL ¢ z cD cD RSI � ° 0 ' 00 W A J Li in � N N N N O o 0 C3U \N q o . ti o o t'n o In o N o ,--, nJ N N N M M er � Lr) o 0 o q W (n > N Z Q Q� z u� CDu� o o n o in o U n v N N co V V) In r 03 a, 0 0 0 o 0 W < z = h-- CT V V) 07 0r tD N N N O o O W t- Ld W Q w W Z ,n to N N N N (n t� Q S 00 0 >� o o lf0 o W Hi CCU N N N (1) Cl) d' U) t0 = (� LD W W U7 in o N o o to o o to q N (`') M Ct N W r� 0) a, � .N-, Z Z wLd q J p M M M U) 0 00 Us N., ,�., � a, N N N CU W p� Q Z0ON w� .w I-_ w r- w ¢ = CY W ¢ z CO d cD N C1122 N co C0 Q (YCqQ i? L DRAWING INDIA'S RIVER CDUN7Y �j ��cRESTRAINING NO. DEPARTMENT OF /Y !i UTILITIES SERVICES ���� ����SCHEDULE AND NOTES (Vj-3 LO 11� MARCH 2014 30 FIBERGLASS POST DEPTH OF COVER FINISHED GRADE -BRASS VALVE INDICATOR DRIVEN OR ANCHORED FLUSH I / INTO ASPHALT SURFACE r j/ /J /4/vXi :A (' AWT1l(�) VGJ PLACE OVER PIPE IN VALVE L❑CATI❑N NOTES 1 MARKER TO BE PLACED DIRECTLY OVER PIPE AS DIRECTED BY IRCDUS, 2 MARKER TO BE USED AT ALL CANAL CROSSING AND AS DIRECTED BY IRCDUS. 3, MARKER TO BE USED OVER WATER MAIN VALVES, FORCE MAIN VALVES AND RE -USE MAIN VALVES AS DIRECTED BY IRCDUS. 4, ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCTS LIST, 5z1� r� :NDIA R=.`4 -'E' COUNTY DEPARTMENT OF UTILITIES SERVICES' j 07�I� DRAWING PERMANENT NO, LAND MARKER M-9 MARCH 2014 FINISHED GRADE Ii OBSTRUCTION SLOPE TO 36 (MIN) COVER PRESSURE MAIN SEE NOTE NO. 3 CENTER A FULL LENGTH OF PIPE FOR ACCEPTABLE AT THE POINT OF CROSSING DEFLECTION ELEVATION NOTES *1. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY, VACUUM TYPE SANITARY SEWER, STORM SEWER OR PRESSURE TYPE SANITARY SEWER, WASTEWATER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12 BELOW THE OUTSIDE OF THE OTHER PIPELINE. IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. 2. AT UTILITY CROSSINGS, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS OR PIPELINES CONVEYING RECLAIMED WATER AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY OR PRESSURETYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER. 3. CONSTRUCT STANDARD CROSSING NOT TO EXCEED 75% OF THE MANUFACTURERS' MAXIMUM JOINT DEFLECTION, 4. OTHER METHODS OF RESTRAINT MAY BE USED AS APPROVED BY IRCDUS ENGINEERING. 5. SEE TRACER WIRE DETAIL. M-13 6. ALL WATER AND SEWER UTILITIES SHALL BE LOCATED A MINIMUM HORIZONTAL SEPARATION EQUAL TO THE DEPTH OF THE PIPE PLUS THE DIAMETER OF THE PIPE FROM ANY PERMANENT ABOVE GROUND STRUCTURES (I.E. WALLS, TREES, TRANSFORMER PADS, ETC.) AND A MINIMUM HORIZONTAL SEPARATION EQUAL TO FOUR (4) FEET FROM ANY UNDERGROUND UTILITIES (I.E. GAS MAINS, TELEPHONE LINES, CABLE LINES, IRRIGATION MAINS, ETC.) DRAWING INDIAN RIVER COUNTY NO. DE1)AI'INI"1I' a '' UTILITY CROSSING M_4 UTILITIES SERVICES#` � P L`o19' MARCH 2014 FINISHED GRADE EDGE F PAVEMENT /i///i LOCATE MARKER BALL IN ALL METER BOXES LOCATE TAPE HALF HITCH"AT-ALL SERVICE TAP CONTINUOUS #10 STRANDED COPPER TRACE WIRE S� ELEVATION -SERVICE DETAIL PLAN VIEW 2"0 TRACE WIRE HOUSING WITH CAP (SEE M-5) V A`iA�iA�iVAi�=>\ �iAAiAv-iA ;%yA�,t< 4 _a t ice. CONTINUOUS #10 STRANDED '/Ix \/ COPPER TRACE WIRE`\ --- I - I - -- 'IE= HALF HITCH HALF HITCH ON BEHIND EACH EACH SIDE OF BELL ALL VALVES ELEVATION -VALVE BOX DETAIL NOTES 1. TRACE WIRE IS REQUIRED ON ALL PIPES. 2. INCLUDE ALL COST OF MATERIAL & LABOR IN PRICE OF PIPE. 3. CONTRACTOR RESPONSIBLE FOR CONTINUITY THROUGHOUT ENTIRE PROJECT OF ALL TRACE WIRE. 4. ALL CONNECTIONS SHALL BE MADE WITH DIRECT BURY CONNECTORS. 5, ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. INDIAN RIVER COUNTY TRACE WIRE DEPARTMENT OF �:' UTILITIES SERVICE'S " DETAILS L�1�1�'ij Mnl?Ck 20;4 REVISIONS: DESCRIPTION: EOR MUNICIPAL AIRPORT DRAWING NO. M-13 ASPHALT SURFACE r 12" (MAX) VALVE BOX PAD -BRASS VALVE INDICATOR DRIVEN OR ANCHORED FLUSH 36" SQUARE (SEE M-6) / INTO ASPHALT SURFACE r j/ /J I (1) - N0. 34 CONTINUOUS LIMEROCK BASE VALVE BOX LID (SEE NOTE 7) ROCK TO EXTEND WRAP WITH ABOVE EXTENSION 44 �- FILTER CLOTH PROVIDE EXTENSION-�� AS SHOWN SLIDE TYPE TRACE WIRE7 VALVE BOX VALVE ---- TYPEI ------.- ......... PAVED TRACE WIRE VALVE BOX PAD FINISHED GRADE 24" SQUARE (SEE M-6) - �1 1J a TYPE II UNPAVED AREA �2"0 BRASS INDICATOR SHALL BE WET SET FLUSH INTO FIBERCRETE CURB BOX 2"0 TO HOUSE TRACE WIRE WITH DUCTILE IRON LID ELEVATION r NOTES 1. ALL VALVE BOLTS SHALL BE STAINLESS STEEL WITH BRASS NUTS. 2. PERMANENT LAND MARKERS ARE TO BE USED OVER ALL VALVES AS DIRECTED BY IRCDUS. (SEE M-9) 3. ALL VALVES REQUIRE A LAT & LONG IN DEGREES & MINUTES 4. SEE TRACER WIRE DETAIL. M-13 5. RPMS ARE TO BE LOCATED IN ROADWAY FOR ALL VALVES. (SEE W-1) 6. REFLECTIVE MARKERS FOR: FIRE HYDRANT (WATER) - BLUE WATER MAIN VALVE - WHITE FORCE MAIN VALVE - GREEN REUESE MAIN VALVE - PURPLE BRINE - BROWN 7. VALVE BOX LID LOCATED IN PAVEMENT SHALL BE A MINIMUM 24 LBS. WITH A MINIMUM 6" (LONG THROAT) LID WITH RAISED LETTERS MARKED: "WATER", "SEWER", "BRINE", OR "REUSE WATER' AS APPLICABLE. 8. VALVE BOX SHALL COMPLY WITH FOOT STANDARDS AS APPLICABLE. 9. VALVE BOX EXTENSIONS OVER 36" REQUIRE IRCDUS ENGINEERING APPROVAL. 1?(LF r DRAWING INDIAN RIVER COUNT - NO. DEPARTMENT OF' VALVE AND BOX M-5 UTILITIES SERVICES *\ ��*`'. _ MkRia•t 20:4 GENERAL INFORMATION REQUIREMENTS 1. All As -Built Record drawings shall meet the minimum requirements of the Chapter AJ -17, Florida Administration Code Pursuant to section 472 of the Florida Statutes. 2. All state plane coordinates shall be based on the Florida State Plane Horizontal data (East Zone); or Florida High Precision Geodetic Network (superstation) and NAD 83/1999 - final adjustment, or the most current datum adopted by Indian River County. 3. All elevations shown shall be based on 1988 NAVD. 4. All As -Built Record drawings shall be tied to a minimum of one (1) permanent reference monument (P.R.M.) at the end of each project. One P.R.M. shall be tied to a minimum of one (1) section corner or one-quarter (1/4) section corner whichever is closest to the project. State plane coordinates shall be physically shown on the drawing next to the P.R.M. used. 5. Horizontal Control Monumentation for utility lines shall be a minimum of two (2) points at a maximum of 1,400 feet between points and shown on all plans. 6. Vertical Control (when required) for linear utility lines, such as sewer, shall have a maximum of 1,100 feet between existing construction or established benchmarks. 7. All surveys that are required for the use of engineering design, and are located within a distance of one (1) mile from any Indian River County Global Positioning System (G.P.S.) control project monuments, shall be tied into the GPS monument from one (1) permanent reference point or the subdivision corner that is along the survey route and shall then be tied to the survey base line. 8. All incoming As -Built Record drawings (24"x36") shall state in 1" lettering "AS -BUILT" and the datum used in 1" lettering in the lower right hand side of the drawing original and/or copies along with as -built date. All incoming As -Built Record drawings shall be received on a CD, as an electronic copy, Autocad 2012 format, or latest version, with a tie to a minimum of two (2) state plane coordinates. (NOTE: Prior to submitting the electronic copy, one (1) copy of each as -built shall be submitted for review and approval. After all approvals, a (24"x36") Mylar reproducible along with five (5) signed and sealed copies of each as -built shall be submitted. All As -Built Record drawings shall be in a minimum scale of 1 "=40' 9. A minimum text size of 1/8" is required on all construction/route survey and as -built record drawings. 10. All As -Built Record drawings shall be certified by the project engineer or contracting surveyor. 11. All As -Built Record drawings shall clearly depict as -built utility lines that were constructed along with their respective easement (if required). As -Built Record drawings will not be accepted unless the verbiage "PROPOSED" and/or "TO BE CONSTRUCTED" have been revised to read "AS -BUILT". As -Built Record drawings with "TO BE CONSTRUCTED" terminology will not be accepted. 12. All as -built utility construction located within the rights-of-way, easements and alike shall be tied to the respective rights-of-way, easement, etc. every 1,000 feet and change of direction. 13. All As -Built Record drawings shall be complete and approved before commencement of field test. 14. Baseline of construction and station of items to be located on the center of the roadway. Baseline stationing shall be every 100', control points set at every 500' and at angle change of direction. 15. All As -Built utility lines shall be shown with a wider, solid line. 16. Top of pipe elevations & stationing to be typed, listed, sealed & submitted by the engineer for locating the air release valves as construction proceeds. 17. Shown with a thin dashed line, top elevations of As -Built utility lines and existing utility lines shall be shown for all utility crossings. INDIAN RIVER COUNTYAS-BUILT RECORD DRAWING �.�� �`r', I rC' ND, DEPARTMENT OF' �1,y UTILITIES SERVICES ��%' ��� DRAWINGS M-15 MARCH 2014 36' X 36' X 8' THICK FIBERCRETE PAD AT EACH VALVE BOX IN PAVED AREAS (TYPE I) 24' X 24' X 8' THICK FIBERCRETE PAD AT EACH VALVE BOX IN UNPAVED AREAS (TYPE II) (SEE M-5) CURB BOX 2'0 TO HOUSE TRACE WIRE WITH DUCTILE IRON LID IS TO BE PROVIDED IN UNPAVED AREAS (TYPE II) WATER VALVE BOX LID (SEE NOTE 3) L2'0 BRASS INDICATOR (EXAMPLE) SHALL BE FLUSH WITH PAD/PAVEMENT AND SHALL BE WET SET IN CONCRETE OR DRIVEN/ANCHORED IN ASPHALT PLAN VIEW NOTES 1, VALVE BOX LID SHALL BE PAINTED, BLUE - WATER GREEN - FORCE MAINS PURPLE - REUSE WATER BRINE - BROWN 2, IN UNPAVED AREAS (SEE M-5, TYPE II) A BRASS VALVE INDICATOR IS TO BE PROVIDED WITH ENGRAVED DIAGRAM OF VALVE LOCATION AND DESCRIPTION, (SEE EXAMPLE ABOVE) INDICATOR SHALL BE FLUSH WITH PAD/PAVEMENT, 3, VALVE BOX LID LOCATED IN PAVEMNT SHALL BE A DUCTILE IRON STAY -PUT COVER, MINIMUM 24 LBS. WITH A MINIMUM 6' LONG THROUT AND SHALL BE MARKED WITH. RAISED LETTERS, 'WATER', 'SEWER', 'BRINE', OR 'REUSE WATER' AS APPLICABLE. 4, VALVE BOX SHALL COMPLY WITH FDOT STANDARDS AS APPLICABLE. 5, NO VALVE RINGS ARE TO BE USED, 6, IN TYPE I, PAVED AREAS, THE VALVE BOX PAD TOP ELEVATION SHALL BE EVEN WITH THE ROCK GRADE TO ALLOW BOTH LAYERS OF ASPHALT TO COVER THE VALVE BOX PAD WITH THE FINAL ASPHALT LAYER FLUSH WITH THE TOP OF THE VALVE BOX. DRAWING INDIAN RIVER COUNTYFv, NO. DEPARTMENT OF�}, a VALVE B 11 X P A D �3���� CT�'ILITiES SERVICES* tt (i��:', M_6 MARCH 2014 GENERAL INFORMATION REQUIREMENTS 1. Existing right-of-way limits and/or easements within the limits of construction. 2. Survey baseline stationing every 100', control points set every 500', and at angle change of direction. 3. Show cross section elevations at grade every 100' for gravity sewer line construction and 50' for water line and force main construction. Elevations that reflect any significant change in grade between the previously stated footage shall be shown on plans. 4. Existing parcels, tracts, and lot corner locations shown with front footage dimensions per plat when platted. If construction project is along back of lots, then show back lot dimensions. 5. Existing roadway edge of pavement or edge of dirt road. 6. Existing utilities as located in field (water, sewer, telephone, electric, cable TV, etc.) (NOTE: Sunshine One to be contacted by surveying firm prior to survey locate; with the intent of county excavation.) 7. Existing utilities as associated with number 5 above (example: valves, meters, manholes, etc.) 8. Existing curbs, driveway widths and types. 9. Existing drainage pipe crossings and driveway culverts (type, sizes and invert elevations.) 10. Existing swales and/or ditches and elevations every 100' at top and bottom if within area of construction. 11. Existing fences. 12. Existing trees and/or shrubbery. 13. All other non-movable items such as mailboxes, flag poles, etc. 14. All street names. 15. All commercial and single/multi family residence must have parcel I.D. indicated on the plan. 16. All projects, which utilize lift stations, shall specify on plans as to whether or not subject lift stations are to remain private or are to be dedicated to the county. 17. All fire hydrants and valves shall be located with state plane coordinates, station number and off -set and shall be clearly identified on the as -built drawing. 18. All valves shall be clearly identfied by size, type, top elevation and direction/number of turns to open or close each valve. 19. Horizontal directional bores shall have a profile or cross section drawing and include the bore log. 20. The contractor is to provide the name of business or residence, street address and tax I.D. number for all properties adjacent to line extesions. INDIAN RIFER COUNTY AS -BUILT RECORD DEPARTMENT OF' r IT TIL TIES SERti�ICE'S (' AWT1l(�) VGJ M GOLF COURSE STORAGE BUILDING ® DESIGN CRITERIA PROFESSIONAL`C. J NS,'.� JOB NO: X2613002 AT MARK C. JANSEN, P.E.4V�,��ENSF•go DRAWN: DW No.56059 SEBASTIAN MUNICIPAL AIRPORT AMERICAN P.E. # 56059 . k • • "� DESIGN: MCJ INFRASTRUCTURE 37 N. Orange Avenue, Suite 500::: STATE OF SEBASTIAN FLORIDA 0 o Orlando, Florida 32801-2459 ,c� . ,- DEVELOPMENT INC. •.,4oRID N�� SJRWMD LETTER MOD.#: IND -061-68172-19% 407-992-6611 Office ,F ••o....•• �C� �. CHECKED: MJ Florida Certificate of • `rcS/ .� FDOT FIN: 429695-1-94-01 '•, ONAL .� FDOT PROJECT: PFL0007956 Authorization No.: 28731 '*..1„110%* DATE: 10 AUGUST 2015 Date Sealed: 04/01/2016 MARCH 2014 DRAWING NO, M-16 C105 DETAILS COS PERMIT SET 04/01/16 REV. NO DATE 2x4 MARKER PAINTED GREEN (SEE NOTE 5 & S-2) 6" CAP �N �OF ROAD CROWN 1 z ELEVATION f OF ROAD w: z /2-O /\ - 0 1 >COVER w CL MINIMUM SLOPE 1_/4" PER FT '''I N o 0 USE GREATER SLOPE o WHERE POSSIBLE CL: - - - -- f- DEPTH TO BE MARKER BALL TAPED DETERMINED IN THE TO 6"x4" WYE (TYP) FIELD AS REQUIRED TO ELEVATION AVOID OTHER UTILITIES (TYP) af LU t� m rZ 0 DOUBLE SERVICE SINGLE SERVICE U TYPICAL TYPICAL U 10 LU 6„O � rc STANDARD "Y" BRANCHES TO BE LOCATED IN THE FIELD 6"x6" WYE COMMERCIAL ----,' INSTALLED PLUG:WRAP WITH,,,,, 6"x4" WYE RESIDENTIAL (TYP) DETECTION TAPE - - - -------6---- - BENDS AS REQUIRED w z w 6"G �OF SEWER MAIN TO BE -� z ON q OF STREET UNLESS >- r =' > OTHERWISE APPROVED X' u,m F w x Zn w BY IRCDUS a: r v c Z 6"x6" DOUBLE WYE COMMERCIAL o 0Z V, g 0 6"x4" DOUBLE WYE RESIDENTIAL v? 0 PLAN VIEW 0 _ IRCDUS RESPONSIBfUTY EASEMENT OR R,0N NOTE 1. SANITARY SEWER LATERALS SHALL BE A MINIMUM OF 6" IN DIAMETER. 2. MAGNETIC DETECTION TAPE SHALL BE INSTALLED OVER ALL SERVICE LATERALS. 3. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 4. MARKER BALLS TO BE TAPED TO 6"x4" WYE 24" BELOW FINISHED GRADE. 5. PLUMBING CONTRACTOR WILL BE RESPONSIBLE FOR RISER PIPE WITH BEND FOR SERVICE CONNECTION AND FOR CUTTING SEWER CLEANOUT TO FINISH GRADE PRIOR TO CONNECTION. (SEE S-3 DETAIL) IND'`Nl RIFER COUNT';' �,��;. STANDARD DRAWING O. -�I I�aI�'I ,I'I' OF R D L_ A TE R A moi, UTILITIE: SERVICES ��� ���(SHALLOW SEWER) S-1 REVISIONS: DESCRIPTION: EOR bs' MUNICIPAL AIRPORT IRCDUS RESPONSIBILITY �I EASEMENT OR R.O.W.• ri w', Z w z y% J 4" RISER PIPE WITH 90' BEND FOR SERVICE CONNECTION w & 4" CLEANOUT GROUND LEVEL (TYP) SEE NOTE 4 C -E w : Li - DEPTH 2' MINIMUM DEPTH 2' MIN p' x w:d DEPTH TO BE DETERMINED IN THE G FIELD AS REQUIRED TO AVOID ✓} c� ! UTILITIES 3'-0" DEEP (MINIMUM) u SINGLE SERVICE AS SHOWN ON STANDARD LATERAL DETAIL (S - OF ROAD CROWN ELEVATION i OF ROAD o �'/i\ TYPICAL TRENCH CONTOUR DURING CONSTRUCTION BENDS AS REQ'D 4 ' \ ? 6"x30' LONG z / h.�, RADIUS BEND iij, / !/ GRAVEL MARKER BALL TAPED 0 w LCONTINUE GRAVEL BED TO 6"x4" WYE (TYP) i� SAND UNDER & PARALLEL TO BED PIPE INTO UNDISTURBED SOIL TO PROPERTY LINE PIPE INVERT STANDARD 6"x4" WYE (TYP) - ' SEE S-3 SAND EXCAVATION STANDARD "Y" BRANCH TO BE LOCATED IN FIELD ELEVATION 45' BEND - NOTES 1. 3/4" GRAVEL BEDDING SHALL BE USED FOR EXCAVATION IN ROCK, SAND BEDDING SHALL BE USED FOR EXCAVATION IN SAND. 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 3. MARKER BALLS TO BE TAPED TO 6"x4" 24" BELOW FINISHED GRADE. 4. PLUMBING CONTRACTOR WILL BE RESPONSIBLE FOR RISER PIPE WITH BEND FOR SERVICE CONNECTION AND FOR CUTTING 4" SEWER CLEANOUT TO FINISH GRADE PRIOR TO CONNECTION. DRAWING 114DI N RIVER COUNTY � MODIFIED RISER LATERAL NO. DI '" R Ivi>1 N'I' OF i7! -2 (DEEP SEWER) S -UTILITIES SERVICES��`\�� 1(��aF„ � SaARr: 1014 6" ANCHOR COUPLING FOUR HYDRANT GUARDS ADDITIONAL GATE VALVE AS REQ'D BY IRCDUS M. J. REQUIRED IF DISTANCE SEE NOTE 1(BELOW) IS MORE THAN 5' 90` - jj \ I F 45' 0 -1 P MEGA -LUG RESTRAINT �- Q. /O OR EQUAL M.Jf VARIES ANCHOR TEE FOR 6" PLAN VIEW MECHANICAL JOINT 6" PUMPER NOZZLE -� FACING ROADWAY VALVE BOX ACCESS FINISHED GRADE N z _ ice � co z p�;N 6"GATE VALVE �� 6" DIP PIPE) i 1.5 CU. FT. /\`i\ CONCRETE DIRECT CONNECTION (ANCHOR TYPE) 6" (MIN) UNDISTURBED WATER MAIN ELEVATION SOIL NOTES 1. HYDRANT GUARDS TO BE 4" DIAMETER GALVANIZED STEEL OR DUCTILE IRON PIPE FILLED w/ CONCRETE WHEN REQUIRED BY IRCDUS. GUARDS TO BE PAINTED SAME AS HYDRANT. 2. THE � OF THE PUMPER CONNECTION SHALL BE 18" MINIMUM ABOVE THE � OF THE NEAREST ROADWAY OR FINISH GRADE. 3. ALL HYDRANTS SHALL BE TRAFFIC BREAKAWAY TYPE. 4. COMPLETE ANCHORED FIRE HYDRANT ASSEMBLY MAY BE UTILIZED ,IN LIEU OF ABOVE. 5. FIRE HYDRANT SHOULD BE LOCATED WITHIN 12' FROM EDGE OF PAVEMENT WHERE POSSIBLE, 6. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 7. TRACE WIRE TO BE INSTALLED AS' PER DETAIL M-13. (TRACE WIRE NOT SHOWN IN DRAWING ABOVE.) & ALL BOLTS FOR FIRE HYDRANT FITTINGS AND VALVES SHALL BE STAINLESS STEEL. ALL NUTS SHALL BE STAINLESS STEEL. 9. MAINTAIN 7'-6" RADIUS OF HYDRANT PERPENDICULAR TO ROADWAY OR CURB FACE (EXAMPLE MUST BE CLEAR OF SIGNS, TREES, SHRUBS, TRANSFORMERS, UTILITY POLES, ETC.) 10. HYDRANTS AND PROTECTION DEVICES SHALL HAVE CLEARANCES OF 7'-6" IN FRONT AND TO THE SIDES OF THE FIRE HYDRANT, WITH A 4' CLEARANCE TO THE REAR OF THE HYDRANT PURSUANT TO FIRE PREVENTION CODE 3-5.6. DRAWING INDIAN RIVER COUNTY No. DI PAIR'TME T OF FIRE HYDRANT DETAILS W-2 UTILMIES SERVICES I=S1 MARCH 2014 -PRESSURE GAUGE (SEE W-14 No.10) DOUBLE CHECK VALVE 2" GATE 2' SCH 40 'Tee'- VALVE (TYP) OR "Wye" ((TYP.) 2" METER ------------ - --- ------ - ---- - - N P P rSADDLE SERVICE Co sv FINISHED GRADE CORP STOP (TYP) - -�- --------- ------ -- --- --------------------------- ----- ---- --------------- --- DIRECTION OF FLOW TIE-IN VALVE TO BE CLOSED AND LOCKED /2" SERVICE DOUBLE SADDLE SS (TYP) NEW WATER MAIN EXISTING WATER MAIN ELEVATION NOTES 1. TIE-IN VALVE SHALL BE OPERATED BY IRCDUS PERSONNEL ONLY AND IN THE PRESENCE OF THE ENGINEER OF RECORD. 2. ALL LINES TO BE FULL PIPE FLUSHED. 3. ALL MATERIALS TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 4. A 2" TEMPORARY JUMPER TO BE USED UNLESS OTHERWISE DIRECTED BY IRCDUS. 5. CORP STOP SHALL BE PLUGGED AFTER REMOVAL/ABANDONMENT OF TEMPORARY JUMPER. 6. WHEN JUMPER IS NO LONGER REQUIRED, SERVICE SHALL BE ADANDONED AND PLUGGED AT MAIN. 7. FIELD INSPECTION BY IRCDUS IS REQUIRED BEFORE UTILITIES ARE ACCEPTED. DRAWING INDIAN RIVER C�>U'.I' ' / �, TEMPORARY NO. DEPARTMENT OF � ?�i UTILITIES `SER v ICES ��`�`�� JUMPER DETAIL W-13 Lotzi�?�` NARp 2014 NOTES: 1. A temporary jumper connection is required at all connections between existing active water mains and proposed new water main improvements. 2. The Temporary Jumper Detail (W-13) is to be used for filling any new water main of any size from the existing active water mains and for the flushing of new mains up to 6" diameter (2.5 FPS minimum velocity) and for pulling bacteriological samples from any new water main of any size. 3. The jumper connection shall be maintained until after the filling, flushing, testing and disinfection of the new main has been successfully completed and clearance for use from the Florida Department of Environmental Protection (FDEP) and other pertinent agencies has been received. Adequate thrust blocking and/or restraints shall be provided temporarily, as required. 4. Pipe and fittings used for connecting the new pipe to the existing pipe shall be disinfected prior to installation in accordance with AWWA C651, LATEST EDITION. The tapping sleeve and exterior of the main to be tapped shall be disinfected by spraying or swabbing per section Two of AWWA C651. The use of tablets is strictly prohibited. 5. The Jumper connection shall also be used to maintain a minimum pressure of 20 PSI in the new mains continuously after disinfection and until FDEP clearance letter is obtained. 6. The Contractor shall provide documentation demonstrating that the double check backflow prevention device is in good working order at the time of installation, and provide documentation that the double check backflow prevention device has been tested in the last 12 months, and is in good working order one year from installation by a qualified backflow technician as approved by IRCDUS. 7. Except as required to flush lines greater than 6" diameter, the tie-in valve shall remain closed and shall be locked in the closed position by the utility company. The tie-in valve shall remain locked closed until the new system has been cleared for use by the FDEP and all other pertinent agencies. 8. Upon receipt of clearance for use by FDEP and all other pertinent agencies, the Contractor shall remove the temporary jumper connection. The corporation stops are to be closed and plugged with 2" brass or PVC stops. 9. All installation and maintenance of the temporary jumper connection and associated backflow prevention device, fittings, valves, etc., shall be the responsibility of the Contractor. 10. If the water main to be flushed is greater than 6" diameter or such length that a full pipe flush at the 2.5 FPS velocity cannot be accomplished, the following procedure shall be utilized. a) Install pressure gauges as indicated on Temporary Jumper Detail (W-13). b) Open all downstream valves in the new system prior to flush. c) Flush new water main thru tie-in valve maintaining a 10+/- PSI pressure differential between gauges during flush. d) IRCDUS personnel, in the presence of the Engineer of Record shall operate tie- in valve to insure that the required pressure differential is maintained. _. TEMPORARY DRAWING TDI'_ ��I RIVER COI N! r � � NO, DEPARTMENT OI`' JUMPER DETAIL W-14 UTILITIES SERVICES LoRi�A` NOTES 10I GOLF COURSE STORAGE BUILDING DESIGN CRITERIA PROFESSIONAL ���,x, C. J f•,��, Q,FL�`••••••gNs ., JOB NO: X2613002 10 sI EN AT MARK C. JANSEN, P.E. 1DRAWN: DW SEBASTIAN MUNICIPAL AIRPORT AMERICAN P.E. # 56059 s k No. 56059 •; INFRASTRUCTURE 37 N. Orange Avenue Suite 500: � S STATE OF �� DESIGN: MCJ SEBASTIAN, FLORIDA Orlando, Florida 32801-2459 o 90 p,•.•' � • SJRWMD LETTER MOD.#: IND -061-68172-19 DEVELOPMENT, INC. 407-992-6611 Office �: Fs •'�oR��'• C���• CHECKED: MJ Florida Certificate of �'� SIONA���.' FOOT FIN: 429695-1-94-01 . . � FDOT PROJECT: PFL0007956 Authorization No.: 28731 ''d.,�..�` DATE: 10 AUGUST 2015 Date Sealed: 04/01/2016 C1 05A DETAILS COS PERMIT SET 04/01/16 REVISIONS: DESCRIPTION: INSTALL 48" SPLICE BOX -�........ 4A - CO REV. NO DATE 4.2 ff o o o ..... .... ..... ....... REVISIONS: DESCRIPTION: INSTALL 48" SPLICE BOX -�........ 4A - START OF DIRECTIONAL BORE 1-6" MINIMUM OF 12" BELOW EXISTING GRADE DIRECTIONAL BORE 1-6" MINIMUM OF 12" BELOW EXISTING GRADE — FPL FPL FPL ---- FPL PMTX150 KVA 3 ph 277/480V REPLACE 1-4" PVC WITH 1-6" DIRECTIONAL BORE 12' MIN. BELOW EXISTING GRADE REPLACE 1-4" PVC WITH 11L IPL ---, IPL IPL PL FPL FPL FPL 0 50' 100' 2100 J DESIGN CRITERIA PROFESSIONAL♦ JA* 0: X2613002 JOB N GOLF COURSE STORAGE BUILDING C1 06 ... EOR DW MARK C. JANSEN, P.E. VRAWN: AT 'doA P.E. # 56059 kNo.56059 SEBASTIAN MUNICIPAL AIRPORT AMERICAN ESIGN: MCJ 37 N. Orange Avenue, Suite 500 A STATE OF W I N FRASTRUCTURE 0 -.FLORIDA POWER & LIGHT ! itb A SEBASTIAN, FLORIDA Orlando, Florida 32801-2459 ;0 " vt •' ' - DEVELOPMENT, INC. Is ;P, ---4OR%V16-- '�-' CHECKED: MJ SJRWMD LETTER MOD.#: IND -061-68172-19 407-992-6611 Office �9 00*09000 PLAN FDOT FIN: 429695-1-94-01 Florida Certificate of N A. X. DATE: 10 AUGUST 2015 Authorization No.: 28731 S NE`NNE0* MUNICIPAL AIRPORT FDOT PROJECT: PFL0007956Date Sealed: 04/01/2016 COS PERMIT SET 04/01/16 Al ..... .... ..... ....... ............ PC . ..... Z............. ... ... ...... f. START OF DIRECTIONAL BORE 1-6" MINIMUM OF 12" BELOW EXISTING GRADE DIRECTIONAL BORE 1-6" MINIMUM OF 12" BELOW EXISTING GRADE — FPL FPL FPL ---- FPL PMTX150 KVA 3 ph 277/480V REPLACE 1-4" PVC WITH 1-6" DIRECTIONAL BORE 12' MIN. BELOW EXISTING GRADE REPLACE 1-4" PVC WITH 11L IPL ---, IPL IPL PL FPL FPL FPL 0 50' 100' 2100 J DESIGN CRITERIA PROFESSIONAL♦ JA* 0: X2613002 JOB N GOLF COURSE STORAGE BUILDING C1 06 ... EOR DW MARK C. JANSEN, P.E. VRAWN: AT 'doA P.E. # 56059 kNo.56059 SEBASTIAN MUNICIPAL AIRPORT AMERICAN ESIGN: MCJ 37 N. Orange Avenue, Suite 500 A STATE OF W I N FRASTRUCTURE 0 -.FLORIDA POWER & LIGHT ! itb A SEBASTIAN, FLORIDA Orlando, Florida 32801-2459 ;0 " vt •' ' - DEVELOPMENT, INC. Is ;P, ---4OR%V16-- '�-' CHECKED: MJ SJRWMD LETTER MOD.#: IND -061-68172-19 407-992-6611 Office �9 00*09000 PLAN FDOT FIN: 429695-1-94-01 Florida Certificate of N A. X. DATE: 10 AUGUST 2015 Authorization No.: 28731 S NE`NNE0* MUNICIPAL AIRPORT FDOT PROJECT: PFL0007956Date Sealed: 04/01/2016 COS PERMIT SET 04/01/16 M a N N L0 LO CD N co OE ��Dc)lni 0.9 C-1) n n n \/ 5.1 6 v / / 83'-0" / 20'-0" f 5'-5" / 4'-0" 4'-6" ', 3'4" 3'-7" 12'-0" / T-8" 12'-0" I ' o c o — - — — — — — —— — t — �— — —— ' IT OtOILEP II � AC STORAGEF-103 � METAL BUILDING ' 102 � CORNER COLUMN, TYPICAL 1 EO CN I METAL BUILDING END WALL COLUMN, TYPICAL L - — — — — — — — ST 0_1 E — — — — — — — — — — 101 FLAMMABLE STORAGE CABINET, I PROVIDED BY OWNER i FIRE EXTINGUISHER I C? I I I I I I ch I� FIRE EXTINGUISHER — — — I O O � O O � C- �i LINE OF ROOF ABOVE I II 6"0 BOLLARD, SEE DETAIL A4/S-101, TYPICAL I ___________ 0 o —-__- — — O Al A-201 CONCRETE SPLASHBLOCK, TYPICAL Al GOLF COURSE STORAGE BUILDING FLOOR PLAN SCALE: 1/8" =1'-0" REVISIONS: REV. NO DATE DESCRIPTION: EOR r� MUNICIPAL AIRPORT GOLF COURSE STORAGE BUILDING AT SEBASTIAN MUNICIPAL AIRPORT SEBASTIAN, FLORIDA SJRWMD LETTER MOD.#: IND -061-68172-19 FDOT FIN: 429695-1-94-01 FDOT PROJECT: PFL0007956 The following review is based upon the 2010 version of the Florida Building Code and the Florida Fire Prevention Code (references to which are listed in parenthesis). BUILDING CODE A. Chapter 3 - Use and Occupancy Classification 1. Occupancy: 311.2, Moderate -Hazard Storage, Group S-1 (1: 6.13 - Storage Occupancy) B. Chapter 6 - Types of Construction 1. Table 601 - Fire -Resistance Rating Requirements for Building Elements, Type 2B • Structural Frame: 0 hour • Bearing Walls 0 hour • Non -Bearing Walls 0 hour • Floor Construction: 0 hour • Roof Construction: 0 hour 2. Table 602 - Fire -Resistance Rating Requirements for Exterior Walls • Separation Distance >30 = no rating required and no limit on opening sizes. C. Chapter 5 - General Building Heights and Areas 1. Table 503, Allowable Height and Building Areas Allowed Provided Height (feet): 55 feet 16 feet Height (story): 2 stories 1 story Tabular Area; 17,500 SF 6,357 SF Note: Provided SF includes area under roof cover 2. Height and Area Modifications: Not Applicable 3. Section 508, Mixed Use and Occupancy (1:6.1.14): • Incidental Use Areas: Not Applicable • Non -separated Occupancies: Not Applicable • Separated Occupancies: Not Applicable D. Chapter 8 - Interior Finishes 1. Table 803.5, Interior Wall and Ceiling Finish Requirements o Exit enclosures and exit passageways: B o Corridors: B o Rooms and enclosed spaces: C 2. 804, Interior Floor Finish: Class II Materials E. Chapter 10 - Means of Egress 1. Table 1004.1.1, Occupant Load (1: Table 14.8.1.2): • S-1 Occupancy (Covered SF) 3,320 SF / 300 Gross = 12 occupants 2. Table 1005.1, Egress Width Per Occupant (1: Table 14.8.3.1): • Other Components: .20 inches/occupant = 2.4 inches 0 108 inches of door opening provided 3. Table 1015.1, Spaces with One Exit or Exit Access Doorway (1: 14.9): • S = 29 Occupants. One exit required / 3 provided 4. Table 1016.1, Exit Access Travel Distance: • S-1: 200 feet Chapter 9 - Fire Protection Systems 1. 903, Automatic Sprinkler Systems (1: 13.3.2.25.2): B3 • Group S-1: Requirements listed are not exceeded, therefore no requirement. A-201 2. 906, Portable Fire Extinguishers (1: 13.6): • Extinguishers are required by occupancy designation • Shall be located in conspicuous locations; unobstructed and unobscured. • Maximum travel distance to extinguishers shall be 75 feet. 3. 907, Fire Alarm and Detection Systems (1: 13.7.2.22.2): • Group S-1; No requirements noted (requirements not exceeded) I. Chapter 29 - Plumbing Systems 1. 2902, Minimum Plumbing Facilities: Water Closets • Male: 1 per 100 =1 required • Female:1 per 100 =1 required Lavatories • Male: 1 per 100 =1 required • Female: 1 per 100 =1 required Drinking Fountain 1 per 1,000 =1 requireD (Not required for an occupancy of less than 15 = 0 required) Service Sink -1 required ENERGY CODE j. Chapter 3 - Climate Zones 1. Table 301.1, Climate Zones by County: Brevard County= Climate Zone 2A K. Chapter 5 - Commercial Energy Efficiency 2. Table 502.2(1), Building Envelope Requirements: PLAN NORTH 0 Roofs: R-40 • Walls, above grade: R-30 • Opaque Doors: o Swinging = U-70 o Non -swinging = U-1.45 • Windows: >U-.45 04' 8' 16' CODE SUMMiT --- A4 SCALE: NOT TO SCAM ,.AAi AMERICAN I N FRASTRUCTURE DEVELOPMENT, INC. Florida Certificate of Authorization No.: 28731 DESIGN CRITERIA PROFESSIONAL '.4 W" C ii ` sF•�� JOB NO: X2613002 �.�..•.••,AH •�� ENS•'•. • �' F : 0 DRAWN: No. 56059 0 • * DESIGN: •; STATE OF •�F• � • < • • ••ORI CHECKED: S * ,8NA,G���, na ,spaipfi. nainl r7ni g DATE: 5 JUNE 2015 GOLF BUILDING FLOOR PLAN A-1 02 COS PERMIT SET 04/01/16 H J_ V Q w CD d 0 0 0 a 0 C5 Cn0 U -V+ X co N er O 0 N U N W m C N O M C1 WEST ELEVATION SCALE: 1/8" =1'-0" EAVE HEIGHT 13'-10" METAL GUTTER METAL DOWNSPOUT METAL CORNER TRIM CONCRETE SPLASH BLOCK L----� -- METAL WALL PANEL LOUVER, SEE MECHANICAL METAL ROOF PANEL METAL GUTTER EAVE HEIGHT IIII IIII III II 13'-10" III I I I I I I I I 111 11111i1JJ_J1. I III I I III I I I I I III _ — METAL DOWNSPOUT, TYPICAL r — / METAL CORNER TRIM - W1 CL--- ----------- - --- - - - - - - - - - ----------- =�J METAL WALL PANEL BOLLARD, SEE A4/A-101 12 12 1 METAL ROOF PANELS EAVE HEIGHT I 12'-1 3/4" ` SCULPTED GABLE END TRIM CANOPY COLUMN ----------- CL`s BOLLARD, SEE A4/A-101 EAVE HEIGHT ----- _ 12'-1 3/4" SCULPTED GABLE END TRIM CANOPY COLUMN B1 SOUTH ELEVATION 0 16' B3 NORTH ELEVATION SCALE. 1/8 _ 1'-0" SCALE. 1/8 =1 -0 METAL ROOF PANEL METAL GUTTER EAVE HEIGHT 12'-1 3/4" METAL DOWNSPOUT, TYPICAL METAL CORNER TRIM Al I EAST ELEVATION I SCALE: 118" =1'-0" 11111111111111 ISI 111��I I I I I I I I I I I I I 111J_�J_�1_I_ I I I I I I I I I I I I I I I I I I I I I I I I I IJJ, \ Z"— -- — . _ METAL WALL PANEL BOLLARD, SEE A4/S-101 REVISIONS: DATE DESCRIPTION: EOR %ST MUNICIPAL AIRPORT C-� GOLF COURSE STORAGE BUILDING AT SEBASTIAN MUNICIPAL AIRPORT SEBASTIAN, FLORIDA SJRWMD LETTER MOD.#: IND -061-68172-19 FDOT FIN: 429695-1-94-01 FDOT PROJECT: PFL0007956 u C-::1 0 4' 8' 16' 0 8' Q o LCL o o N L C:) N CL co U - C1 WEST ELEVATION SCALE: 1/8" =1'-0" EAVE HEIGHT 13'-10" METAL GUTTER METAL DOWNSPOUT METAL CORNER TRIM CONCRETE SPLASH BLOCK L----� -- METAL WALL PANEL LOUVER, SEE MECHANICAL METAL ROOF PANEL METAL GUTTER EAVE HEIGHT IIII IIII III II 13'-10" III I I I I I I I I 111 11111i1JJ_J1. I III I I III I I I I I III _ — METAL DOWNSPOUT, TYPICAL r — / METAL CORNER TRIM - W1 CL--- ----------- - --- - - - - - - - - - ----------- =�J METAL WALL PANEL BOLLARD, SEE A4/A-101 12 12 1 METAL ROOF PANELS EAVE HEIGHT I 12'-1 3/4" ` SCULPTED GABLE END TRIM CANOPY COLUMN ----------- CL`s BOLLARD, SEE A4/A-101 EAVE HEIGHT ----- _ 12'-1 3/4" SCULPTED GABLE END TRIM CANOPY COLUMN B1 SOUTH ELEVATION 0 16' B3 NORTH ELEVATION SCALE. 1/8 _ 1'-0" SCALE. 1/8 =1 -0 METAL ROOF PANEL METAL GUTTER EAVE HEIGHT 12'-1 3/4" METAL DOWNSPOUT, TYPICAL METAL CORNER TRIM Al I EAST ELEVATION I SCALE: 118" =1'-0" 11111111111111 ISI 111��I I I I I I I I I I I I I 111J_�J_�1_I_ I I I I I I I I I I I I I I I I I I I I I I I I I IJJ, \ Z"— -- — . _ METAL WALL PANEL BOLLARD, SEE A4/S-101 REVISIONS: DATE DESCRIPTION: EOR %ST MUNICIPAL AIRPORT C-� GOLF COURSE STORAGE BUILDING AT SEBASTIAN MUNICIPAL AIRPORT SEBASTIAN, FLORIDA SJRWMD LETTER MOD.#: IND -061-68172-19 FDOT FIN: 429695-1-94-01 FDOT PROJECT: PFL0007956 u C-::1 0 4' 8' 16' L ----------- METAL WALL PANEL 0 12 1� 8' 16' L ----------- METAL WALL PANEL 0 4' 8' 16' DESIGN CRITERIA PROFESSIONAL. C. J,N •GENS••• 'y '. • i •� 10 No. 56059 AMERICAN = - I N FRASTRUCTURE �? STATE OF ; W DEVELOPMENT, INC. : ;00�;•.� •.<OR10.• � . Florida Certificate of �. •` Authorization No.: 28731 .s�ONAI��.�' •�u rrr Harp aAaiP� namr�nF --.,::,,EAVE HEIGHT 13-10" METAL GUTTER METAL DOWNSPOUT METAL BUILDING FRAME i CONCRETE SPLASH BLOCK i --j 0 4' 8' 16' JOB NO: X2613002 DRAWN: DESIGN: CHECKED: DATE: 5 JUNE 2015 EXTERIOR ELEVATIONS A-201 COS PERMIT SET 04/01/16 REV. NO DATE -- 42" MIN. z GRAB, f 12" MAX. 36" MIN. - r BARS L 7-9"C? M V co a, X18" 36" MAX. 30" 30" F-0" CLEAR i CLEAR MIN. MIN. NOTE: TYPICAL TOILET ELEVATION FOR THE PHYSICALLY HANDICAPPED ^� MIRROR 0 IM 1 � z C) _ C:) CN 6" MAX. INSULATE ALL EXPOSED PIPING TO MEET ADA ACCESSIBILITY REQUIREMENTS. USE PIPE COVERS BY TRU-BRO OR EQUIVALENT B1 ACCESSORY MOUNTING HEIGHTS SCALE: NOT TO SCALE 4 5 1 L—J 3 � SIM \� TOILET 6 � AC STORAGE �J 103 .q 80 SIM 103 10'-0" 2'-4112" 5'-1" f 2'-21/2" Al ENLARGED TOILET ROOM PLAN SCALE: 1/4" =1'-0" REVISIONS: DESCRIPTION: EOR BAST I MUNICIPAL AIRPORT PLAN NORTH PEMB FRAME EXTEND CEILING TO EXTERIOR B3 IWALL TYPE 2 SCALE: NOT TO SCALE CEILING, SEE A4/A-401 3-5/8" LGMS @ 16" OC (LOAD BEARING IN ROOM 103) 5/8" GWB, PAINT (PROVIDE AT BOTH SIDES WHERE REQUIRED) FOIL FACED BATT INSULATION 6" VINYL BASE (BOTH SIDES WHERE REQUIRED) SEALANT SCHEDULED FLOOR FINISH (ACCESSORIES SCHEDULE o ITEM 1� PAPER TOWEL DISPENSER / WASTE RECEPTACLE I (2 TOILET PAPER HOLDER ® 36" GRAB BAR, STAINLESS STEEL ® 42" GRAB BAR, STAINLESS STEEL 05 18" VERTICAL GRAB BAR, STAINLESS STEEL ® SOAP DISPENSER I (D MIRROR GENERAL NOTES: 1 1 1 1 1.) MOUNT ALL ACCESSORIES WITH FASTENERS & ANCHORS AS RECOMMENDED BY THE MANUFACTURER. 2.) MOUNT ALL ACCESSORIES AT ADA ACCESSIBLE HEIGHTS & LOCATIONS AS RECOMMENDED BY THE MANUFACTURER. 3.) ALL PIPING BELOW ALL SINKS TO BE COVERED WITH ACCESSIBILITY APPROVED INSULATION WITH PVC (WHITE) COVERS. USE PRODUCTS BY "TRU-BRO" OR APPROVED EQUIVALENT. 0 4' 8' 16' A3 ACCESSORY SCHEDULE SCALE: NOT TO SCALE GOLF COURSE STORAGE BUILDING AT SEBASTIAN MUNICIPAL AIRPORT SEBASTIAN, FLORIDA SJRWMD LETTER MODA IND -061-68172-19 FDOT FIN: 429695-1-94-01 FDOT PROJECT: PFL0007956 ,.JA■ AMERICAN I N FRASTRUCTURE DEVELOPMENT, INC. Florida Certificate of Authorization No.: 28731 0 o� A4 IWALL TYPE 1 SCALE: NOT TO SCALE 1, DESIGN CRITERIA PROFESSIONAL ,,,,1� �• Ja*?, Q.. �`: •�G E NS•••. ti :• No. 56059 •- .oc_ �:3 STATE OF W • • f P 10**** , s/0 N A ��'•••111110*% nate Sealed. nam�f�n�F 5/8" CDX PLYWOOD DRYWALL "J" CHANNEL 7"X10" ALUMINUMOSHACOMPLIANT SAFETY SIGN AT (2) LOCATIONS, TO READ "NO STORAGE" OR SIMILAR, TOP OF SIGN ELEVATION BELOW TRIM BOX BEAM HEADER 6" LGMS (SSMA 600S162-43) JOISTS @ 16" OC 3-518" LOAD BEARING LGMS (362S162-43) @ 16" OC 5/8" GWB, PAINT 5/8" GWB BOTH SIDES, PAINT 6" VINYL BASE, TYP BOTH SIDES SCHEDULED FLOOR FINISH JOB NO: X2613002 DRAWN: DESIGN: CHECKED: DATE: 5 JUNE 2015 4 ENLARGED FLOOR PLAN AND DETAILS A-401 COS PERMIT SET 04/01/16 REV. NO DATE _ o N � CV FF W-1 NOTE: IMPACT TESTED ASSEMBLY Door Hardware Set No. 1 to have the following: Qty. Item 1 Continuous Hinge; Al 56,26; A31031 1 Exit Device; A156.3; Type 3, Function 08, Grade 1 (Interior crash bar with exterior lever handle) 1 Closer; A156.4; CO2021 1 Weather-stripping 1 Door Sweep 1 Threshold; Al 56.21; J36190 Door Hardware Set No. 2 to have the following: Qty. Item 1 Continuous Hinge; Al 5&26; A31031 G2 2 Lock Set; Al 56.13; Grade 1, Function 07 Active Leaf / Function 01 Inactive leaf (interior and exterior lever handles) 2 Manual Flush Bolts; A156.16; L04081 2 Closer; A156.4; CO20211 1 Coordinator and carry -open bar; A156.3;1 1 Weather-stripping 1 Astragal; Al 56.221 1 Door Sweep 1 Threshold; A156.21; J3619021 Door Hardware Set No. 3 to have the following: Qty. Item 3 Hinges; Al56.1; A51111 1 Lock Set; Al 56.13; Grade 1, Function 07 (interior and exterior lever handles) 1 Closer; A156.4; CO2012 1 Wall Stop; Al 56.16; L0210 Door Hardware Set No. 4 to have the following: Qty. Item 3 Hinges; Al56.1; A51111 1 Lock Set; A156.13; Grade 1, Function 02 with occupancy indicator (interior and exterior lever handles) 1 Closer; A156.4; CO2012 1 Wall Stop; A156.16; L0210 ALL OPERABLE HARDWARE SHALL BE OPERABLE BY 5 OR LESS LBS OF FORCE, B2 IDOOR HARDWARE SCHEDULE SCALE: NOT TO SCALE 2" , AS SCH N 2" , AS SCH DOOR SCHEDULE DOOR FRAME DOOR N0. ROOM N0. MP MP GYP BD/ PT GYP BD/ PT GYP BD/ PT Cn Cn TYPE WIDTH HEIGHT MATERIAL FINISH 101A 101 SF T-0" T-0" HM PT 101B 101 OCD 12'-0" 12'-0" STL 101c 101 OCD 12'-0" 12'-0" STL 101D 101 OCD 12'-0" 12'-0" STL - 101E 101 SF T-0" T-0" HM PT 101F 101 OCD 12'-0" 12'-0" STL VWB 101G 101 OCD 12'-0" 12'-0" STL 101H 101 OCD 12'-0" 12'-0" STL 1011 101 SF T-0" T-0" HM PT 102 102 SF T-0" T-0" HM PT 103 103 SF T-0" T-0" HM PT 201 201 DF (2)3'-2" T-0" HM PT HM: HOLLOW METAL STL: STEEL PT: PAINT B3 IDOOR SCHEDULE SCALE: NOT TO SCALE U MP MP MP GYP BD/ PT GYP BD/ PT GYP BD/ PT Cn Cn GYP BD/ PT GYP BD/ PT GYP BD/ PT CMU CMU CMU Q ROOM N0. ROOM NAME FLOOR BASE FF .� FF .a 1 2 101 STORAGE ;ANC/SEALEC - FRAME TYPES 102 AC STORAGE :ANC/SEALEC VWB 103 TOILET ;ANC/SEALEC VWB AS SCH 201 CHEMICAL STORAGE CONC/SEALEC. AS SCH AS SCH CONC: CONCRETE z VWB: VINYL WALL BASE c) GYP BD: GYPSUM WALL BOARD Cn Cn ¢ PT: PAINT Q MP: METAL PANEL SF a DF OCD N DOOR TYPES TYPES: SF SINGLE FLUSH DF DOUBLE FLUSH OCD OVERHEAD COILING DOOR Al WINDOW TYPE A2 I DOOR AND FRAME TYPES SCALE: NOT TO SCALE SCALE: NOT TO SCALE REVISIONS: DESCRIPTION: EOR SE MUNICIPAL AIRPORT TYPE 1 1 1 1 1 2 MATERIAL HM STL STL STL HM STL STL STL HM HM HM HM FINISH ROOM FINISH SCHEDULE WALLS (SUBSTRATE/FINISH) NORTH SOUTH EAST WEST MP MP MP MP GYP BD/ PT GYP BD/ PT GYP BD/ PT GYP BD/ PT GYP BD/ PT GYP BD/ PT GYP BD/ PT GYP BD/ PT CMU CMU CMU CMU A3 ROOM FINISH SCHEDULE SCALE: NOT TO SCALE GOLF COURSE STORAGE BUILDING D AT .AA SEBASTIAN MUNICIPAL AIRPORT AMERICAN SEBASTIAN, FLORIDA INFRASTRUCTURE SJRWMD LETTER MOD.#: IND -061-68172-19 DEVELOPMENT, INC. FDOT FIN: 429695-1-94-01 Florida Certificate of FDOT PROJECT: PFL0007956 Authorization No.: 28731 PT PT PT PT PT PT PT PT PT PT PT PT HARDWARE SET 1 1 1 3 4 2 CEILING SUBSTRATE/FINISH HEIGHT EXPOSED STRUCTURE VARIES GYP BD/PT 9'-0" GYP BD/PT 9'-0" EXPOSED STRUCTURE VARIES DESIGN CRITERIA PROFESSIONAL�t��"�•' �'��, Adis �.� JOB NO: G E N40 0S •• .�'� '• •F DRAWN: No. 56059 0. • * DESIGN: STATE OF to Za FIRE RATING NOTES NOTES X2613002 DOOR AND WINDOW TYPES AND SCHEDULES '•.<OR�OQ'•��� �• CHECKED: .r .. , DATE: 5 JUNE 2015 •11111• nate SPa�PrI nam���n�F COS PERMIT SET 04/01/16 Landscape Specirtcations 1. All tree and plant material to be Florida No. 1 or better, as classified in "Grades and Standards for Nursery Plants", Part 1 and Part II, State of Florida, Dept. of Agriculture, Tallahassee. All plants not listed in "Grades and Standards for Nursery Plants" shall conform to a Florida No. 1 as to: (1) health and vitality, (2) condition of foliage, (3) root system, (4) freedom from pest or mechanical damage, (5) heavily branched and densely foliated according to the accepted normal shape of the species. 2. Undersizing or substitution of one species or cultivar for another species is a breach of contract and will be "Rejected" at the time of final landscape inspection unless approved by Landscape Architect 3. Project Warranty: All plant material shall be warranted fora period of one (1) Year after date ofsubstantialcompletion against defects including death and unsatisfactory growth, except for defects resulting from abuse or damage by others or unusual phenomena or incidents which are beyond the contractor's control. 4. Any and all conditions which the contractor feels will be detrimental to the success of the planting shall be brought to the owner or representative's attention. 5. The contractor shall verify the location of underground utilities prior to commencing work on any project area. 6. Mulch planting areas with 3" layerer of Melaleuca Eucalyptus, or Enviromulch. CYPress Mulch is NOT ACCEPTABLE. Planting beds to receive mulch throughout entire bed area. 7. All plants to be set to ultimate rade. No fillip will be permitted around trunks p g g p or stems. Mulch to be kept a minimum of 2" away from trunks and stems. 8. Planting trees and shrubs: Excavate hole per planting detail. When plant is set, place additional backfill consisting of a 50% mixture of Peat humus and natural soil around ,ie base and sides of ball, and work each layer to settle backfill and eliminate voids and air pockets. When excavation is approximately 2/3 full, water thoroughly before placing remainder of backfill. Water again after placing final layer of backfill and before installing mulch. 9. Guy and stake trees in 3 directions with galvanized wire, through flexible hose chafing guards, with wooden stake anchors immediately after planting. (See Detail) 10. Trees and shrubs shall be fertilized with a complete natural organic fertilizer with a ratio of approximately 3:1:2 or 3:1:3 (e.g. one labeled 12-4-8). Similar analysis such as 16-4-8 (4:1:2) can also be used. Fertilizers that are slow release controlled release sulphur coated or with nitrogen as or ureaformaldehyde have extended release period. Thirty to fifty percent of the nitrogen should be water insoluble or slow release. Agriform 20-10-5 twenty-one gram planting tablets may be substituted for granular fertilizer. If utilized, the following rates shall be utilized: Position plant in hole. Backfill halfway up the rootball. Place tablet(s) beside rootball about 1" from root tips. Do not place tablet(s) in bottom of hole. 1 Gallon 1 Tablet 3 Gallon 2 Tablets 25 Gallon & B&B Trees 2 per 1" caliper 11. Maintain trees, shrubs, and other plants by watering, cultivating, and weeding as required for healthy growth. Restore planting saucers and mulch. Tighten and repair stake and guying and reset trees and shrubs to proper grade or vertical position as required. Spray as necessary to keep trees and shrubs free of insects and disease. The contractor shall begin maintenance immediately after planting and shall continue maintenance through final acceptance when Certificate of Occupancy is issued to the General Contractor by City and project is released by the General Contractor to Client. 12. Prune trees and shrubs only to remove damaged branches. 13. Planting Lawns: Provide clean, strongly rooted, uniformly sized strips of Stenotaphrom secundatus - St. Augustine "Floritam" sod (unless otherwise noted in Plant List), machine stripped not more than 24 hours pr or to laying. Grade and roll prepared lawn surface. Water thoroughly but not to create muddy soil conditions. Lay sod strips with tight joints, roll or tamp lightly, and water thoroughly. 14. Maintain positive drainage, no planting is to block drainage. 15. Drainage Testing Prior to planting of trees, palms, and specimen material, each planting pit shall be tested in the following manner to verify adequate drainage. A) Dig each planting pit to the minimum specified size. B) Fill the planting pit with (12") twelve inches of water. If the water level in the planting pit drops (4") four or more inches within (4) four hours, the drainage is sufficient and a drainage channel is not required. If the water level drops less than (4") four inches within the (4) four hour period, then a drainage channel is required. C) When a drainage channel is required, the drainage channel must extend down through the non porous soil and into porous soil. (See Drainage Testing Detail) D) Discard all material removed from the drainage channel. E) When backfilling the planting pit, add course gravel to the drainage channel. Also, care must be taken to keep the consistency of the soil mix the same throughout the planting pit. I I X X X i� i. X n landscape Details T spread TCace t/2" diameter black rubber hose on A 3 times diameter of rootbaff Min Notes: i. Affyruning shaIT be comytetedat the direction of the Landscaye-Architect. 2. No naiCs shaCCbe driven into tree tree Planting DetaiC Not to ScaCe X X aCCguy wires at aCCp ofn isofamtact with tree. PCace aCv 3 g anizedsteeCdoubtie strand#i2 gauge twisted guy wires with one galvanized turnbuckle er guy wire spacedat equaCdistance aroundtree. -4tttach fCorescent safety flags a min. 0f12 in length to each guy wire. Planting depth shaCCbe io% Cess than the height of the root bafffrom the FCair Root. Diameter of hole to be three times the size of root batlminimum. Plant top ofroot baCCat 2"minimum above the finished grade eCevation Form, a mulch berm with 3" minimum depth andno more than 4" high. -mulch to edge of rootbaf� but Ceave top of rootbaff exposed Remove burlap or steeCcage from top 1/3 of root ball (If applicable). Finishedgrade Drive 2" x 4" x 24" woodstake a min of3" below grade. BackfiCCaroundroot baf according to sp f ecip ications.-Water to remove airpockets. x � i i I I �\ I X -X X X X X J Place 1/2" diameter bfack rubber hose on all guy wires at aCCpoints of contact with tree. PCacea(vanizedst 3g eeldoubCestrand#12 gauge twisted guy wires with one gaCvan zed turnbuckleperguy ~wire s acedat e uaC p q distance aroundtree above the first CateraC branch. attach fCorescent safety flags a min. 0f12" in Cength to eachguy wire. gree Trunk guy 'Wire Attachment Detail Not to ScaCe Pl Stakin)q DetaiC Not to ScaCe 2" x 4" x 24"Long stake guy wire or woodbracing Tree Pit Root Baf Tree Trunk 12 depth of water Drainage Testing Pit Finishedgra to Nonporous soil Porous soil -� diameter drainage channeC Note: Refer to planting detaiCs for size of planting pit Rootbaf Finishedgrade t a PCanting mix x Non porous soiC S .e''i •.. '� .' • Porous soil =III T - diameter drainage channeCfifed with course gravel DiscardmateriaC PCantedpitwith inadequate drainage removedfrom drainage channeC Drainage 7estinng DetaiC Not to ScaCe landscape Data Commercial Street Tree Requirement Sec. 54-3-14.10 (1) Required = 1 Tree / 25 s.f. of road with a minimum of 2 trees on any street frontage Required = 2 Trees on any street frontage Provided -= 2 Trees Commercial Tree Requirements Sec. 54-3-14.10 (a)(2) Required = 1 Tree / 35 linear feet around perimeter Trees Required = 65T/ 35 = 19 Trees Provided = 19 Trees Tree Requirements For Off -Street Parking Sec. 54-3-14.10 (a)(3) Required = 1 Tree / 5 Parking Spaces Trees Required = 10 Spaces 15 = 2 Trees Provided = 2 Trees Tree Requirements For Open Space Sec. 54-3-14.10 (a)(4) Required = 1 Tree / 2,000 s.f. of Open Space Trees Required = 12,665 s.f. / 2,000 s.f. = 6 Trees Provided= 6 Trees TCantf ist 0 Q 0 Cb t. o a �0 0 iz -- r I �I'II I it Notes: i. 7tCfpruning shaCCbe comytete direction of the Landscape -Architect. 2. Remove any container from aroumfrootbaCC 3. TCant as hedge row with O.C. (on center) syacing as spec{fled inyCant Cut, or with triangular spacing as a mass. Shrub D e tail Not to Scate Section f p 3 minimum de th o mulch. xee mulch J' away from base of stem (See specfications) TCant=ig depth shaffeuaCde th ofro ot ball Diameter of hole to be twice the size o root bale or root baCCs Car er than 2' in For g diameter, the hole shouldbe 2'wider than root batiCon affsides. TCant top of root baf at same eCevation as finished grade. Finished grade Form 3 ° continuous earthen rim around pCanting hole. BackfiCCaroundroot bafaccording to specifications. ''Nater andtamp to remove airpockets. Place root baCCat bottom of undisturbed subgrade ofpCantingpit. See TCant List for O.C. (on center) spacing O.C. Spacing f - 3" minimum depth of mulch. xeep muCch away from base of stem (See specifications) Planting depth shaft equat'depth of root baf Diameter of hole to be twice the size of root baf TCant top of root baffat same eCevation as finished grade. Finished Grade Pian Ground Cover DetaiC Not to Scale BackfiCCaroundroot bafaccording to specifications. "Water and tamp to remove airpockets. Place root baCCat bottom of undisturbed subgrade ofpCantingpit. 3" minimum depth of mulch. xeep mulch away from base of stem (See specifications) Alternate spacing ofplants to insure proper coverage of groundcover (Triangulate planting) Edge of pCanting bed Perimeter Landscape Buffer Strip Requirements Sec. 54-3-14.11 (b) Required = 10' Wide Perimeter Landscape Buffer Strip Required = 10' Wide Perimeter Landscape Buffer Strip with 4' tall hedge at time of planting Provided = 10' Wide Perimeter Landscape Buffer Strip with 4' tall hedge at time of planting Interior Landscape Requirements Sec. 54-3-14.11 (C)(1) Required = Min. 15 s.f. / 1 parking space (minimum 50 s.f. in size) Required = 10 Spaces x 15 s.f. = 150 s.f. Provided = 150 s.f. Parking Lot Landscaping Sec. 54-3-14.11(d)(2) Required = Continous Hedge 3' Min. Height at time of planting staggard Hedge Required = 65T/ 2'= 329 Shrubs Provided = 330 Shrubs Minimum Use of Native Trees Sec. 54-3-14.11 (e)(1) Required = A minimum of fifty (50) percent of the required trees shall be native Total Trees Required = 24 Trees Provided = 24 Native Trees = 100% QTY SYM SPECIES COMMON NAME/DESCRIPTION SIZE SPACING REMARKS CANOPY/ORNAMENTALTREES 2 MG" MAGNOLIA GRAND FLORA SOUTHERN MAGNOLIA 8'x 5', 1.5" D.B.H. A.S. FULL CANOPY 3 QL" QUERCUS LAURIFOLIA LAUREL OAK 14'x 6', 2.5" D.B.H. A.S. FULL CANOPY, 5' C.T. MIN. 19 QV' QUERCUS VIRGINIANA LIVE OAK 8'x 5', 1.5" D.B.H. A.S. FULL CANOPY LARGE SHRUBS / ACCENTS 330 VIS VIBURNUM SUSPENSUM SANDANKWA VIBURNUM #7, 4'x 2' 2' O.C. FULL & THICK SOD PASPALUM NOTATUM BAHIA SOD SEE SPECS `= FLORIDA NATIVE NOTE. D.B.H. IS MEASURED 4.5'ABOVE GRADE qeneraCJVotes 1. No plant substitutions can be made without City of Sebastian approval for code required plantings. 2. All code required landscape improvements must be inspected and approved by the City of Sebastian prior to the issuance of a Certificate of Occupancy. 3. All prohibited, exotic and invasive species shall be removed from the entire site area prior to issuance of Certificate of Occupancy. 4. All planting areas and sod to be irrigated to provide 100% coverage and provide adequate irrigation of landscape areas for the first full growing season and continue thereafter only as necessary to maintain required vegetation in good and healthy condition. Shop drawings to be submitted by the irrigation contractor for approval prior to installation. 5. The irrigation system shall be continuously maintained in working order. 6. An automatic Rain sensor shall be placed on-site as part of the required irrigation system. 7. Contractor to include drainage testing for all trees and palms in bid. If drainage is inadequate and the soil specification in item #8 above is not appropriate for site conditions, the soil mixture shall be revised for this site's conditions. The Contractor shall notify the Owner and Landscape Architect of the poor drainage conditions in writing and written direction will be provided to the contractor of appropriate soil mixture specification to be used. 8. This plan has been designed to meet with the tree planting requirements contained within the FPL document entitled 'Plant the Right Tree in the Right Place.' 9. Planting adjacent to fire hydrants is to have a minimum clear radius of 7.5' as required by the NFPA Uniform Fire Code Florida Edition 18.3.4.1 Hydrants. All fire hydrants and fire check valves shall have a minimum of 7.5' from the front and sides with 4' from the rear to all landscape material per the Florida Fire Prevention Code. Landscape Plan North Scale: 1 " = 30' 0 15' 30' 60' ('ancrpfuifft DPSlyyl Gircup. Int. LaMCapeAMAUCctuye - Site Planning 900 East Ocean Boulevard, Suite 130d Stuart, Florida 34994 (772)344-2340 LC: 26000198 mo SIGNATURE AND SEAL Landscape Architect Jeffrey W. Smith, RLA LA:0001636 Job No. 13-0605 Drawn By JWS Submittal Dates 7-8-2013 Revision Dates These drawings are the property of the landscape architect and are not to be used for other projects except by written permission from the landscape architect, Report any discrepancies immediately to the landscape architect. Sheet of COS PERMIT SET 04/01/16 J NOTES: AIR CONDITIONING SPECIFICATION x CUs ARE TO BE LOCATED ON 4" THICK PADS ABOVE THE AREA FLOOD PLANE. CONTRACTOR EXHAUST FAN DATA SHALL VERIFY REQUIRED ELEVATONS WITH <, GENERAL REQUIRED ELEVATIONS WITH MUNICIPALITY OFFICIAL a GROUND MOUTED CONDENSING UNIT a FASTEN WITH x DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE DRAWINGS FOR THE EXACT LOCATION OF EQUIPMENT, SECURING REQUIRMENTS IFMC 301.13.1) 4n (3) # 10 TAP FAN # EF -1 EF -2 PIPING, DUCTWORK, ETC. NO. OF SCREWSCONDENSING UNIT HEIGHT CONS EACH SIDE PER SIDE 1.BROAN GREENHECK x THESE DRAWINGS DO NOT SHOW EVERY MINOR DETAIL, BUT THE CONTRACTOR SHALL FURNISH .. _ ___.._._.._ 1 o• -1z" .; 1_ _______� FLAPPER AND INSTALL ALL ITEMS REQUIRED FOR A COMPLETE, ACCEPTABLE WORKING INSTALLATION. z 12" 24" ^ ° .0 a MANUFACTURER GTXE050 S1 -10-428-P x ALL WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN A FIRST CLASS, WORKMANLIKE MANNER, -- 3 24"-36" f-• - THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTANCE BY ENGINEER/ARCHITECT MUST ENGINEER GREATER THAN 36" ' SPECIFIED OR MORE THAN 5 TON CFM 50 536 BE A CONDITION OF THE SUB -CONTRACT. • CONDENSING UNIT —� SCREWS ARE TO BE #14 AND IN COMPLIANCE WITH x CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS, AND TESTS. ALL SUB -SECTIONS OF FMC 301.13. / a x CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING p/p� T.s� • • • E.S.P. IN. WG. 0.100 0.100 CONDITIONS. !>" � x ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROCESS 1/4"0 x T1/Z" \ TAP OF el • a RPM - ROOF CURB TYPE - - OF CONSTRUCTION. (TYP�. y x ALL REQUIRED INSURANCE SHALL BE PROVIDED BY THIS CONTRACTOR FOR PROTECTION AGAINST PUBLIC , "IAYP) pL LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. EH /f "' ORESIZE -DIRECT DRIVE 1200 1200 x ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE NATIONAL, STATE v a •� • • n AND LOCAL CODES, RULES, AND ORDINANCES. LIQUID LINE W/ W "• INSULATION ADJUSTABLE ^;k ; _.. 120/1/60 120/1/60 x ALL MATERIALS SHALL BE NEW AND SHALL BEAR UNDERWRITERS LABEL WHERE APPLICABLE. k NOTE: ELECTRIC V/O/HZ 2' MIN. OR SIZE) STATIONARY LOUVER TO BE • , 0.3 AMPS 0.4 AMPS BETWEEN MIN, 6.. 6" ! r BUSKIN NARY LOUVER OR x THE MECHANICAL CONTRACTOR SHALL PROVIDE A WRITTEN WARRANTY THAT SHALL GUARANTEE ALL (211/4"x1-3/4" EQUALALBESOXHOVEDBY - WORKMANSHIP AND MATERIALS FOR ONE YEAR FROM THE DATE OF FINAL WORK ACCEPTANCE. EQUIPMENT ra4"x1-3 THE ENGINEER OF RECORD. OPERATING WEIGHT 13.2 LBS SHALL BE U.L, APPROVED. (TYP) x ARCHITECTURAL AND/OR ENGINEERING EXPENSES THAT ARE INCURRED DUE TO REVISIONS OR SUBSTITUTIONS 4" THICK NOTHERS CETE ASE ACCESS. - ROOF CURB TYPE - - REQUESTED BY THE CONTRACTOR SHALL BE PAID FOR BY THE CONTR BY INSTALLATION DETAILDETAIL NOT TO SCALE - FIRESTAT - - x THE ON THE MECHANICAL CONTRACTOR SHALL PROVIDE HVAC EQUIPMENT AS SCHEDULED WITH THE CAPACITIES SHOWN No. s CONDENSING UNIT DETAIL NOT TO SCALE No 2 WALL DAMPER MOUNTING DETAIL x SUBMIT SHOP DRAWINGS ON ALL EQUIPMENT AND OBTAIN APPROVAL PRIOR TO INSTALLATION. - BACKDRAFT DAMPER X X x THE MECHANICAL CONTRACTOR SHALL PROVIDE MOTOR STARTERS, RELAYS, CONTRACTORS, SMOKE DUCT DETECTORS, ETC. x THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL SWITCHES AND INSTALL ALL CONTROL WIRING. - DISCONNECT SWITCH _ _ Ox A/C UNIT SUPPLY AND RETURN AIR DUCTS SHALL BE R-6 JOHNS MANVILLE MAT -FACED MICRO-AIRE FIBERGLASS DETAIL DUCT BOARD, TYPE 800 (UL APPROVED) , INSTALLED PER MANUFACTURER'S INSTRUCTIONS. WALL CAPD AIL - - x ALL DUCTWORK SHALL CONFORM TO S.M.A.C.N.A. STANDARDS. ALL DUCTWORK SIZES ARE NET INSIDE NOT TO SCALE - SPEED CONTROL DIMENSIONS. N O. x ALL A/C SUPPLY DUCT ELBOWS MUST BE FURNISHED WITH APPROVED TURNING VANES. x 4"0 SHEET METAL 1. PROVIDE WALL x BRANCH TAKEOFFS MUST BE PROVIDED WITH APPROVED, ADJUSTABLE, ACCESSIBLE AIR SPLITTER REMARKS DUCT, COLLAR, DAMPERS. x SEE PLANS FOR 2. PROVIDE WD -320 x ROUND DUCT ELBOWS SHALL HAVE AN INSIDE RADIUS NOT LESS THAN 1.5 TIMES THE WIDTH OF THE DUCT. TERMINATION. DAMPER. Qx CLAMP FLEXIBLE DUCTS TO COLLARS. CLASS 1 ROUND FLEXIBLE DUCT SHALL BE USED FOR ALL FLEX RUNS. x TIE TO LTS. 3. PROVIDE MOTOR Qx ALL EXHAUST AND OUTSIDE AIR DUCTWORK SHALL BE GALVANIZED SHEET METAL OR (T -FIN) AND INSULATED. GUARD. x ANY DUCTWORK ABOVE THE ROOF TO BE SHEET METAL, WEATHERPROOFED AND PAINTED.' INSULATION TO BE 2" THICK, RIGID ON INTERIOR AND INSTALLED IN AN APPROVED MANNER. x INSTALL SMOKE DUCT DETECTORS IN THE SUPPLY DUCT OF ALL A/C UNITS EXCEEDING 2000 CFM (INTERLOCK WITH ON/OFF CONTROLS) OF AIR HANDLER. x AIR DISTRIBUTION ACCESSORIES SHALL BE PER SCHEDULE ON PLANS, REFRIGERANT PIPING TO BE TYPE "K" COPPER WITH SOLDER FITTINGS. INSULATE ALL REFRIGERANT SUCTION LINES WITHIN BUILDING SPACES WITH 1/2" ARMAFLEX OR APPROVED EQUAL, UNLESS OTHERWISE NOTED, x CONNECT CONDENSATE DRAIN PIPING FROM UNIT THROUGH A TRAP TO CONDENSATE DRAIN PLUMBING CONTRACTOR L/S LINES UP. MAY INSTALL DRAIN WITHIN 6 FEET OF UNIT IF CONTRACTED TO DO SO. CHANNEL ROUTE x SET AIR CONDITIONING HANDLER AND CONDENSATE UNITS ON APPROVED BASES WITH VIBRATION ISOLATORS. OVERHEAD TO x ALL OUTDOOR AIR INTAKES SHALL BE SCREENED WITH A CORROSION -RESISTANT MATERIAL NOT LARGER THAN WAHU 1/2" MESH, xMOUNT THERMOSTATS 5'-8" ABOVE FLOOR, UNLESS NOTED OTHERWISE. CONCRETE PAD x THERMOSTATS FOR A/C UNIT SHALL BE HEAT/OFF/COOL AND FAN/AUTO/ON SWITCHED AND SHALL BE APPROVED BY OTHERS BY EQUIPMENT MANUFACTURER. x FURNISH AND INSTALL ALL TEMPERATURE CONTROLS UNDER THIS CONTRACT, INCLUDING HUMIDITY CONTROLS WHEN APPLICABLE. WCU-1 x FIRE DAMPERS SHALL BE INSTALLED IN ALL DUCTS PENETRATING FIRE RATED ROOFS AND CEILINGS AND WALL CAP WHERE REQUIRED BY CODES. PROVIDE ACCESS DOORS AT EACH FIRE DAMPER LOCATION. 0 0 0 ° WARRANTIES ® L ISI WAHU-1 L� 36X36 OUTDOOR INTAKE LOUVER 36X36 OUTDOOR INTAKE LOUVER x CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE Q6�aD "•4"� I� 1 EQUAL TO BUSKING EME520MD.-'I�yi oOUVER --``EQUAL TO BUSKING EME520MD. REPLACEMENTS OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED °/A A _ STORA �E EF 1 PROVIDE WITH BUG SCREEN, PROVIDE WITH BUG SCREEN. THEREBY. -�� LOUVER x CONTRACTOR SHALL ADJUST, TEST AND BALANCE ALL SYSTEMS. BALANCED AIR FLOWS 14"x14" _ 102 50 CFM CHEMICAL STORAGE WITHIN 10 PERCENT OF THE DESIGN VALUES. SUBMIT COPY OF WORKSHEET TO ENGINEER/ARCHITECT. TOILET � NOTES -- J F�_) 103 I X 241 (1) RIGID DUCTWORK TO BE CERTAINTEED 'TOUGHGARD' IN KITCHEN AREA. i, Q2 FLEXIBLE DUCT WORK OVER 10 FT. SHALL BE SEMI-RIGID ROUND FIBERGLASS DUCT. -- `- -' H r Q3 INSULATE O/A AND EXHAUST DUCT WHEN THEY ARE IN AIR CONDITIONING SPACE. = I i i — — STORAGE -- - - 101 w — — •y � O/A* INO A/C LOUVER „ 14"x14" OH -0- CHEMICAL STORAGE BLDG. MECHANICAL PLAN -� —SCALE: 1/8" =1'-0" EF -2 MOUNT ABOVE " DOOR +24 l i z z AIR CONDITIONING DATA (ELEVATOR EQUIPMENT ROOM __ I_ --_I -- ! 0 O CONDENSING UNIT AIR HANDLER UNIT FAN E.S.P. - IN ELECTRIC SUCTION & LIQUID 0 ��_ T-_- __� T - _ - _— _ 75 TON UNIT NO. QTY. TOTAL SENSIBLE SEER TOTAL 0/A MFG. QTY• MODEL N0. MODEL N0. WATER HEAT LINES i - -(� WAHU 1 MISTUBISHI 2 MUZFH09NA 2 MSZFH09NA 9,000 - 30.5 - _ _ 10, 0 � i ! WCU-1 BTU/H a 1 MOUNT - 24' BELOW ROOF A/C EQUIPMENT NOTES: LINE. i 1) VERIFY ALL A/C ELECTRICAL REQUIREMENTS WITH MANUFACTURERS SPEC. PRIOR TO STORAGE ROOM MECHANICAL PLAN I INSTALLATION. o I 2) PROVIDE R -410A REFRIGERANT 3) PROVIDE PULL FUSED DISCONNECTS. 6 SCALE: 1/8" = V-0" i 4) REFRIGERANT LINE SIZE BASED ON 0-80 FT. TOTAL EQUIIVALENT LENGTH I o I w i ELECTRICAL DATA m I COMPRESSOR OFM I IFM ELECTRIC CONDENSING UNIT AIR HANDLER UNIT o I Z Z 1 I Z 75 TON UNIT NO. V/P/Hz U)QTY FLA LRA QTY FLA HP FLA HEAT MIN. CAPACITY MAX FUSE MIN. CAPACITY MAX FUSE I = O O 0 0 U- -- - - - -- 0- U - - - - - - --- --- --� WAHU-1 208/1/60 1 8.2 10.3 1 .50 - 67 - 11A 15A 1A - D .. IIll C� CJ .n n n n Ti N no WCU-1 a� ti 0 V2 m 7r 2 cv g REV. NO DATE 0 �I 0 N C U o 'o CV � a0 M to oCp N d d U_ REVISIONS: DESCRIPTION: EOR GOLF COURSE STORAGE BUILDING AT SEBASTIAN MUNICIPAL AIRPORT SEBASTIAN, FLORIDA MUNICIPAL AIRPORT i .J� Adff AMERICAN I N FRASTRUCTURE DEVELOPMENT, INC. Florida Certificate of Authorization No.: 28731 0 DESIGN CRITERIA PROFESSIONAL 11%%111MR81s JOB NO: 215076 / III FORMICA Fri, ASSOCIATES,c. g" ;® N • DRAWN: KP/FG/AP III) Consulting EngineersQ a ® DESIGN: MCJ 3500 N.W. Boca Raton Blvd. Suite #711 Boca Raton, FL. 33431 ``' �'®°® CHECKED: R.F.F. TEL: (561) 368-3611 FAX: (561) 368-4733 ®® L p RSO��`' Certificate #00008818®® �` •' ° ` �� Robert obe t . Formica, ormi miP.E. License er g#19733 °®�® ®r� ��o�►`'► ��v DATE: 08/18/15 E-ma PERMIT SET: 08/18/15 NOTE: ANY DESIGN CHANGES, TO THE SYSTEM COVERED BY THESE PLANS WITHOUT PRIOR APPROVAL OF THE ENGINEER WHO PREPARED THESE PLANS, WILL NULL AND VOID THESE PLANS AND THE REVISED INSTALLATION. IN ADDITION, ALL EXPENSES ASSOCIATED WITH RETURNING THE SYSTEM TO ITS ORIGINAL DESIGN WILL BE THE RESPONSIBILITY OF THE COMPANY WHICH APPROVED THESE CHANGES. FINAL BID TO INCLUDE PERMIT COMMENTS. MECHANICAL PLAN M1.1 DETAIL N0. 1 NEW 3/4" POTABLE WATER TAP NEW 3/4" WATER METER BACKFLOW S•0•V, WATER SERVICE CONNECTION GRADE r 1" CW SUPPLY LINE NOTES: 1. VERIFY LOCATIONS OF EXISTING WATER AND SANITARY SUPPLY CONNECTION POINTS WITH CITY OR LOCATE ON EXISTING SITE. 2. VERIFY EXISTING SIZES AND INVERTS OF EXISTING UTILITIES PRIOR TO INSTALLATION OF NEW WATER AND SANITARY LINES. 3. THE MINIMUM SLOPE FOR ALL SANITARY LINES SHALL BE 1/8" PER FOOT. PIPING TO BE PVC SCHEDULE #40 DWV. 4. ALL INTERIOR POTABLE WATER SERVICE PIPING TO BE COPPER TYPE K OR L. ANY SUBSTITUTIONS MUST BE APPROVED BY ENGINEER. S. ALL HOSE BIBBS TO HAVE SHUT OFF VALVES AND VACUUM BREAKERS. 6. MAIN WATER SERVICE TO BE SIZED PER PLANS. SATIN FINISH BRONZE TOP. HEAVY-DUTY SCORIATED COVER WITH "C.O." CAST IN. FINISH FLOOR SLAB GASKETED ABC CLEANOUT PLUG a ADJUSTABLE HOUSING HUB OUTLET WITH GASKET TWO-WAY CLEANOUT TEE OR LONG SWEEP DETAIL BACKFLOW DETAIL FLOOR CLEAN-OUT NOT TO SCALE PREVENTOR NOT TO SCALE NO. 2 ASSEMBLY NO, 3 SEE CIVIL PLANS FOR CONNECTIONS H.B. W/ S.O.V. TOILET +VAC BKR M RC.B O o O o [ _= 103 TBOX O Zr %4�0 (_ - LAV -1 C.W. BACKFLOW �1" C.W. UP 1/2" WC 1 1" C.W. (O.H.) AC STORAGE 2 102j 11 ?11 C.W. r ] 3 C.W. - 1" C.W. (O.H.) H t3/4" C.W. (O.H.) 1/2" C.W. (O.H.)--� 3/4" C.W. (0•H•) '-3" H.B. «� W1 S.O.V. I I �1/2" C.W. (O.H.) i +VAC BKR I • -I STORAGE H.B. • W/ S.O.V• � 101 I +VAC BKR fI I 1/2" C.W.(O.H.) I � i i -- OH i O r i 11/2" C.W. (O.H.) I i i i i i i i = Zi O �T r - T -I - .. O 0 O O O O O O H.B. i H. B. W/ S.O,V. W/ S.O.V. +VAC BKR +VAC BKR 0 F.C.D. i I I i STORAGE ROOM PLUMBING PLAN 11 i `3" i SCALE: 1/8" =1'-0" T_ T Z T Z Zi I i L O 0 0 <- O 0 0 0 O O � 3"0 SAN, SEE CIVIL DWGS FOR CONNECTION REV. NO DATE REVISIONS: DESCRIPTION: EORGOLF COURSE STORAGE BUILDING AT SEBASTIAN MUNICIPAL AIRPORT SEBASTIAN, FLORIDA MUNICIPAL AIRPORT PLUMBING LEGEND - - - - - - TEST COCK (TYPICAL) - - - - - - - HOT WATER LINE SH(TYPICAL)ALVE SANITARY LINE STRAINER FLOOR DRAIN 1' CW SUPPLY SHUT-OFF VALVE TO BUILDING H. B. •- & VACUUM BREAKER A.A.V. AIR ADMITTANCE CHAMBER 0•H. SUPPORT AS REDUCED PRESSURE CHANGES NECESSARY TO COMPLETE NEW CONSTRUCTION. REQUIRED BACKFLOW PREVENTER DATE: THE ARCHITECT/ENGINEER. DOUBLE CHECK VALVE 7. COORDINATE PLUMBING INSTALLATION WITH OTHER TRADES. "WATTS" SERIES #909 9• SEE PLUMBING RISERS ON SHEET P2.01 FOR ALL PIPE SIZES. GRADE r 1" CW SUPPLY LINE NOTES: 1. VERIFY LOCATIONS OF EXISTING WATER AND SANITARY SUPPLY CONNECTION POINTS WITH CITY OR LOCATE ON EXISTING SITE. 2. VERIFY EXISTING SIZES AND INVERTS OF EXISTING UTILITIES PRIOR TO INSTALLATION OF NEW WATER AND SANITARY LINES. 3. THE MINIMUM SLOPE FOR ALL SANITARY LINES SHALL BE 1/8" PER FOOT. PIPING TO BE PVC SCHEDULE #40 DWV. 4. ALL INTERIOR POTABLE WATER SERVICE PIPING TO BE COPPER TYPE K OR L. ANY SUBSTITUTIONS MUST BE APPROVED BY ENGINEER. S. ALL HOSE BIBBS TO HAVE SHUT OFF VALVES AND VACUUM BREAKERS. 6. MAIN WATER SERVICE TO BE SIZED PER PLANS. SATIN FINISH BRONZE TOP. HEAVY-DUTY SCORIATED COVER WITH "C.O." CAST IN. FINISH FLOOR SLAB GASKETED ABC CLEANOUT PLUG a ADJUSTABLE HOUSING HUB OUTLET WITH GASKET TWO-WAY CLEANOUT TEE OR LONG SWEEP DETAIL BACKFLOW DETAIL FLOOR CLEAN-OUT NOT TO SCALE PREVENTOR NOT TO SCALE NO. 2 ASSEMBLY NO, 3 SEE CIVIL PLANS FOR CONNECTIONS H.B. W/ S.O.V. TOILET +VAC BKR M RC.B O o O o [ _= 103 TBOX O Zr %4�0 (_ - LAV -1 C.W. BACKFLOW �1" C.W. UP 1/2" WC 1 1" C.W. (O.H.) AC STORAGE 2 102j 11 ?11 C.W. r ] 3 C.W. - 1" C.W. (O.H.) H t3/4" C.W. (O.H.) 1/2" C.W. (O.H.)--� 3/4" C.W. (0•H•) '-3" H.B. «� W1 S.O.V. I I �1/2" C.W. (O.H.) i +VAC BKR I • -I STORAGE H.B. • W/ S.O.V• � 101 I +VAC BKR fI I 1/2" C.W.(O.H.) I � i i -- OH i O r i 11/2" C.W. (O.H.) I i i i i i i i = Zi O �T r - T -I - .. O 0 O O O O O O H.B. i H. B. W/ S.O,V. W/ S.O.V. +VAC BKR +VAC BKR 0 F.C.D. i I I i STORAGE ROOM PLUMBING PLAN 11 i `3" i SCALE: 1/8" =1'-0" T_ T Z T Z Zi I i L O 0 0 <- O 0 0 0 O O � 3"0 SAN, SEE CIVIL DWGS FOR CONNECTION REV. NO DATE REVISIONS: DESCRIPTION: EORGOLF COURSE STORAGE BUILDING AT SEBASTIAN MUNICIPAL AIRPORT SEBASTIAN, FLORIDA MUNICIPAL AIRPORT PLUMBING LEGEND - - - - - - COLD WATER LINE - - - - - - - HOT WATER LINE SANITARY LINE FLOOR DRAIN N SHUT-OFF VALVE HOSE BIBB WITH S.O.V. H. B. •- & VACUUM BREAKER A.A.V. AIR ADMITTANCE CHAMBER 0•H. OVER HEAD HOT & COLD WATER SIZING FIXTURE TYPE NO. C.W.F.U./EA. TOTAL H.W.F.U./EA.' TOTAL WATER CLOSET 1 5.0 5.0 - - I LAVATORY 1 1.5 1.5 1.5 1.5 1 DRINKING FOUNTAIN 1 0.25 0.25 - - HOSE BIBB 5 3.0 15.0 - - TOTAL 19 - 21.75 - 1.5 TOTAL C.W.F.U. _ (21;75 +••1.5••••••••••••) = 23.25 MINIMUM SIZE WATER SERVICE ...... ........ iD .,AOA AMERICAN I N FRASTRUCTURE DEVELOPMENT, INC. Florida Certificate of Authorization No.: 28731 PLUMBING: ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2010 EDITION, AND SHALL COMPLY WITH ALL LOCAL RULES AND ORDINANCES, 1. ALL WORKMANSHIP & MATERIALS SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE NATIONAL, STATE, LOCAL CODES, RULES & ORDINANCES. 2. CONTRACTOR SHALL VISIT THE JOB SITE & THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. 3. ALL MATERIALS SHALL BE NEW. 4. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST-CLASS WORKMANLIKE MANNER. THE COMPLETE SYSTEM SHALL BE FULLY OPERATIVE. 5. ALL EXCAVATION & BACK FILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE A PART OF THIS CONTRACT. 6. REQUIRED INSURANCE SHALL BE PROVIDED BY THIS CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY & PROPERTY DAMAGE FOR THE DURATION OF WORK, 7. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS & TEST. SUBSTITUTIONS BY THE CONTRACTOR SHALL HAVE PRIOR APPROVAL, ANY CHANGES MADE WITHOUT APPROVAL WILL BE PAID BY THE CONTRACTOR TO RETURN TO THE ORIGINAL DESIGN. 8. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. 9. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROCESS OF CONSTRUCTION. 10, VERIFY LOCATION, SIZE, TRAPS. INVERTS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. ADVISE ENGINEER OF ANY DISCREPANCIES. ANY COST RESULTING FROM DISCREPANCIES NOT REPORTED AT THIS TIME SHALL BE PAID BY THE CONTRACTOR. 11. WATER PIPING TO BE TYPE "M" OR TYPE "L" COPPER ABOVE OR BELOW GRADE. 12. SOIL, WASTE & VENT PIPING TO BE PVC. #40 DVW. 13. ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE STOPS 14. N/A 15. WHERE DISSIMILAR METALS ARE TO BE JOINED, APPROVED INSULATING UNIONS SHALL BE USED. 16. INSULATE HOT WATER AND HOT WATER RETURN LINES WITH 1" THICK SNAP ON INSULATION FROM WATER HEATER. 17. CONDENSATE LINES TO BE COPPER/PVC DEPENDING ON PROJECT REQUIREMENTS. INSULATE WITH 1/2" THICK ARMAFLEX INSULATION. 18. CONTRACTOR SHALL GUARANTEE ALL MATERIALS & WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY, 19. NO PVC PIPING TO BE USED IN COMMON PLENUM AREAS. 20. SEE PLUMBING PLANS FOR ADDITIONAL REQUIREMENTS. SPECIFICATIONS ® WATER CLOSET -1 (HANDICAP) (1) ® LAVATORY -1 (HANDICAP) (1) AMERICAN STANDARD CADET II EL 1.6 GPF MODEL #2216.143 COLOR WHITE WITH OPEN CHURCH SEAT OLSNITE #9500C COLOR WHITE. AMERICAN STANDARD "LUCERNE" MOD # 0355,012. COLOR WHITE. FAUCET SET AMERICAN STANDARD "RELIANT" �® DRINKING FOUNTAIN (ELEC.) OF SUNROCK MODEL # NWC-8-BL NOTES: 1 1. MOUNTING HEIGHT PER ADA STANDARD. INSULATE WATER AND DRAIN LINE. 2. PROVIDE CUT SHEETS FOR REVIEW PRIOR TO PURCHASE. 3. PLUMBING PIXTURES TO COMPLY WITH TABLE 604.4 F.B.C. PLUMBING FIXTURES CHEMICAL STORAGE BLDG. PLUMBING PLAN DESIGN CRITERIA PROFESSIONAL pj,,jA990CIATE&c. FORMICA ' Consulting Engineers 3500 N.W. Boca Raton Blvd. Suite #711 Boca Raton, FL. 33431 TEL: (561) 368-3611 FAX: (561) 368-4733 Certificate #00008818 Robert F. Formica, P.E. License #19733 E-mail: bobf@formicaengineering.com y��BH®#�19®9J ®®� f. FOS@®®#* NOTES: 215076 1. PRIOR TO CONSTRUCTION, PLUMBING CONTRACTOR SHALL LOCATE ALL EXISTING WATER & SANITARY LINES. 2. PLUMBING CONTRACTOR SHALL IDENTIFY ALL EXISTING INVERTS. KP/FG/AP 3. UNUSED EXISTING STUB -UPS AND OTHER SANITARY OPENINGS SHALL BE CAPPED BELOW FINISHED FLOOR. N 0 T TO SCALE 4. PLUMBING CONTRACTOR SHALL UPGRADE WATER LINE IF NECESSARY MCJ TO ACCOMMODATE ALL PLUMBING FIXTURES. CHECKED: 5. PLUMBING CONTRACTOR SHALL NOTIFY ARCHITECT/ENGINEER OF ANY ' CHANGES NECESSARY TO COMPLETE NEW CONSTRUCTION. 6. NO CHANGES SHALL BE IMPLEMENTED WITHOUT WRITTEN CONSENT OF DATE: THE ARCHITECT/ENGINEER. 7. COORDINATE PLUMBING INSTALLATION WITH OTHER TRADES. 8. WATER LINES TO BE RUN OVER HEAD UNLESS SHOWN OTHERWISE. 9• SEE PLUMBING RISERS ON SHEET P2.01 FOR ALL PIPE SIZES. 10. ANY SANITARY PIPE 2 1/2" OR SMALLER TO HAVE 1/4" SLOPE. ALL OTHER PIPE SIZES CAN BE 1/8" SLOPE. 11. ALL PLUMBING FIXTURES TO COMPLY WITH TABLE 604.4 OF F•B.C, (PLUMBING) PROJECT ..... SEBASTI•A•N,•GOLF•,STORAGE„ SANITARY SIZING FIXTURE TYPE NO. F.U./EACH TOTAL MIN. TRAP SIZE WATER CLOSET 1 4.0 4.0 3" LAVATORY 1 1.0 1.0 11/4" DRINKING FOUNTAIN 1 0.5 0.5 11/4" TOTAL 3 - 5.5 - TOTAL SANITARY FIXTURE UNITS= ..,.........5;5 MINIMUM SIZE SANITARY LINE @ 1/8" SLOPE ......................•.••..• HOT & COLD WATER SIZING FIXTURE TYPE NO. C.W.F.U./EA. TOTAL H.W.F.U./EA.' TOTAL WATER CLOSET 1 5.0 5.0 - - I LAVATORY 1 1.5 1.5 1.5 1.5 1 DRINKING FOUNTAIN 1 0.25 0.25 - - HOSE BIBB 5 3.0 15.0 - - TOTAL 19 - 21.75 - 1.5 TOTAL C.W.F.U. _ (21;75 +••1.5••••••••••••) = 23.25 MINIMUM SIZE WATER SERVICE ...... ........ iD .,AOA AMERICAN I N FRASTRUCTURE DEVELOPMENT, INC. Florida Certificate of Authorization No.: 28731 PLUMBING: ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2010 EDITION, AND SHALL COMPLY WITH ALL LOCAL RULES AND ORDINANCES, 1. ALL WORKMANSHIP & MATERIALS SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE NATIONAL, STATE, LOCAL CODES, RULES & ORDINANCES. 2. CONTRACTOR SHALL VISIT THE JOB SITE & THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. 3. ALL MATERIALS SHALL BE NEW. 4. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST-CLASS WORKMANLIKE MANNER. THE COMPLETE SYSTEM SHALL BE FULLY OPERATIVE. 5. ALL EXCAVATION & BACK FILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE A PART OF THIS CONTRACT. 6. REQUIRED INSURANCE SHALL BE PROVIDED BY THIS CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY & PROPERTY DAMAGE FOR THE DURATION OF WORK, 7. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS & TEST. SUBSTITUTIONS BY THE CONTRACTOR SHALL HAVE PRIOR APPROVAL, ANY CHANGES MADE WITHOUT APPROVAL WILL BE PAID BY THE CONTRACTOR TO RETURN TO THE ORIGINAL DESIGN. 8. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. 9. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROCESS OF CONSTRUCTION. 10, VERIFY LOCATION, SIZE, TRAPS. INVERTS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. ADVISE ENGINEER OF ANY DISCREPANCIES. ANY COST RESULTING FROM DISCREPANCIES NOT REPORTED AT THIS TIME SHALL BE PAID BY THE CONTRACTOR. 11. WATER PIPING TO BE TYPE "M" OR TYPE "L" COPPER ABOVE OR BELOW GRADE. 12. SOIL, WASTE & VENT PIPING TO BE PVC. #40 DVW. 13. ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE STOPS 14. N/A 15. WHERE DISSIMILAR METALS ARE TO BE JOINED, APPROVED INSULATING UNIONS SHALL BE USED. 16. INSULATE HOT WATER AND HOT WATER RETURN LINES WITH 1" THICK SNAP ON INSULATION FROM WATER HEATER. 17. CONDENSATE LINES TO BE COPPER/PVC DEPENDING ON PROJECT REQUIREMENTS. INSULATE WITH 1/2" THICK ARMAFLEX INSULATION. 18. CONTRACTOR SHALL GUARANTEE ALL MATERIALS & WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY, 19. NO PVC PIPING TO BE USED IN COMMON PLENUM AREAS. 20. SEE PLUMBING PLANS FOR ADDITIONAL REQUIREMENTS. SPECIFICATIONS ® WATER CLOSET -1 (HANDICAP) (1) ® LAVATORY -1 (HANDICAP) (1) AMERICAN STANDARD CADET II EL 1.6 GPF MODEL #2216.143 COLOR WHITE WITH OPEN CHURCH SEAT OLSNITE #9500C COLOR WHITE. AMERICAN STANDARD "LUCERNE" MOD # 0355,012. COLOR WHITE. FAUCET SET AMERICAN STANDARD "RELIANT" �® DRINKING FOUNTAIN (ELEC.) OF SUNROCK MODEL # NWC-8-BL NOTES: 1 1. MOUNTING HEIGHT PER ADA STANDARD. INSULATE WATER AND DRAIN LINE. 2. PROVIDE CUT SHEETS FOR REVIEW PRIOR TO PURCHASE. 3. PLUMBING PIXTURES TO COMPLY WITH TABLE 604.4 F.B.C. PLUMBING FIXTURES CHEMICAL STORAGE BLDG. PLUMBING PLAN DESIGN CRITERIA PROFESSIONAL pj,,jA990CIATE&c. FORMICA ' Consulting Engineers 3500 N.W. Boca Raton Blvd. Suite #711 Boca Raton, FL. 33431 TEL: (561) 368-3611 FAX: (561) 368-4733 Certificate #00008818 Robert F. Formica, P.E. License #19733 E-mail: bobf@formicaengineering.com y��BH®#�19®9J ®®� f. FOS@®®#* JOB NO: 215076 `E N DRAWN: KP/FG/AP a ° ik1 0 m m DESIGN: MCJ 0®O . L Rti�• , CHECKED: R.F.F. krr-1�11�r DATE: 08/18/15 PERMIT SET 08!18/15 NOTE: ANY DESIGN CHANGES, TO THE SYSTEM COVERED BY THESE PLANS WITHOUT PRIOR APPROVAL OF THE ENGINEER WHO PREPARED THESE PLANS, WILL NULL AND VOID THESE PLANS AND THE REVISED INSTALLATION. IN ADDITION, ALL EXPENSES ASSOCIATED WITH RETURNING THE SYSTEM TO ITS ORIGINAL DESIGN WILL BE THE RESPONSIBILITY OF THE COMPANY WHICH APPROVED THESE CHANGES. FINAL BID TO INCLUDE PERMIT COMMENTS. PLUMBING PLAN r W.C. ,—BUILDING I y' 2" LAV ��'� 2„ �V I yl\a. 2„ _1 RISER N0. 1 REV. NO DATE NOTE: VENT THROUGH WALL THEN TURN DOWN 90 DEGREES. INSTALL BUG SCREEN. REVISIONS: DESCRIPTION: 3"0 SAN, SEE CIVIL DWGS FOR CONNECTION NOT TO SCALE MUNICIPAL AIRPORT 1" C.W. UPS 3/4" C.W. (0 I%Y / / 1/2" C.W. / ' I / H.B. / S.O.V. +VAC BKR 1/2„ C.W. (O.H.) I I H.B. W/ S.O.V. +VAC BKR RISER NO.2 GOLF COURSE STORAGE BUILDING AT SEBASTIAN MUNICIPAL AIRPORT SEBASTIAN, FLORIDA " C.W. ITR BOX BACKFLOW \ 1" C.W. (O.H.) \ \ 1/2" C.W. I H.B. W/ S.O.V. & I VAC BKR NOTE: HOLD WATER ` LINES TIGHT TO ROOF LINE. \` 1/2"C. . 1" C.W. (O.H.)ill� I ` 11r C.W. I 3/4" C.W. (O.H.) / I W.C. I D.F. LAV. . / 1/2" C.W. (O.H.) � / I 1/2" C.W. (O.H� / H.B. +VAC BKR I� I I x H.B. W/ S.O.V. +VAC BKR WATER RISER CHEMICAL STORAGE BLDG. PLUMBING RISERS N.T.S. iD AMERICAN I N FRASTRUCTURE DEVELOPMENT, INC. Florida Certificate of Authorization No.: 28731 DESIGN CRITERIA PROFESSIONAL III FORMICA & ASSOCIATES,C. IIIIConsulting Engineers 3500 N.W. Boca Raton Blvd. Suite #711 Boca Raton, FL. 33431 TEL: (561) 368-3611 FAX: (561) 368-4733 Certificate #00008818 Robert F. Formica, P.E. License #19733 E-mail: bobf@formicaengineering.com FOS '�� , JOB NO: DRAWN: o i.a DESIGN; ®e 4 g 'se— .d 215076 KP/FG/AP MCJ ✓`� r) C, \' a� CHECKED: R.F.F. Q'��a� DATE: CTz11iF-011M NOT TO SCALE 11 PEST SET 08/18/15 NOTE; ANY DESIGN CHANGES, TO THE SYSTEM COVERED BY THESE PLANS WITHOUT PRIOR APPROVAL OF THE ENGINEER WHO PREPARED THESE PLANS, WILL NULL AND VOID THESE PLANS AND THE REVISED INSTALLATION. IN ADDITION, ALL EXPENSES ASSOCIATED WITH RETURNING THE SYSTEM TO ITS ORIGINAL DESIGN WILL BE THE RESPONSIBILITY OF THE COMPANY WHICH APPROVED THESE CHANGES. FINAL BID TO INCLUDE PERMIT COMMENTS. PLUMBING RISERS . ELECTRICAL SERVICE NOTES: ELECTRICAL SYMBOL LEGEND EXTERIOR INTERIOR 1. PRIOR TO CONSTRUCTION, THE ELECTRICAL CONTRACTOR SHALL: 110V RECEPTACLE a) VERIFY ALL EXISTING CONDITIONS IN FIELD PRIOR TO CONSTRUCTION QUAD-PLEX RECEPTACLE b) COORDINATE THE ELECTRICAL SERVICE WITH THE 8WP WATER PROOF RECEPTACLE ilE NEMA 3R -ENC) FP&L REPRESENTATIVE GFI GROUND FAULT CIRCUIT d NOTIFY THE ENGINEER OF ANY CHANGES INTERRUPTER �2/ RUNS IN 2"C REQUIRED TO COMPLETE NEW CONSTRUCTION. NEW 4 #3/0 ® 220V RECEPTACLE CANER THWN CU 2. NEW ELECTRICAL SERVICE EQUIPMENT SHALL *F J „400 LA„ MATCH EXISTING A.I.C. RATING. O JUNCTION BOX Ow 3p 4005/N 3�4W 3. ALL SERVICE ENTRANCE CONDUIT TO BE TELEPHONE/DATA PORT E.M.T. 111 RUN IN 31/2" C C� FUSE DISCONNECT W/ 4 #600 MCM # POLES FRAME SIZE FUSE SIZE (NEMA ENCLOSURE) THWN CU '::7�j 4U#3%0 2"C ELECTRICAL CIRCUIT BREAKER THWN CU # POLES - BREAKER SIZE INEMA ENC) GRADE D ELECTRICAL PANEL 120/208FPL EF EXHAUST FAN 12 304W V 1 CU 0� TELEPHONE BOARD OT THERMOSTAT BOND TO C.W.P. 1 # 1/0 1 # 1/0 ABOVE FINISHED FLOOR BOND TO A.F.F. FOOTER STEEL 5/8" 000FT GND ROD NOTE: ALL SYMBOLS MAY NOT BE USED FOR THIS PROJECT ** PROVIDE 3/4"C WITH PULL WIRE, STUB ABOVE CEILING, NOTE: RECEPTACLES ARE TO BE MOUNTED AT 15" RISER ABOVE FINISHED FLOOR, UNLESS OTHERWISE NOTED. ELECTRICAL POWER RISER ABOVE FINISHED FFLOOR, UNLESDSA OTHERWISE NOTED. NOT TO SCALE NO. 1 PROVIDE EMPTY 3/4" EMT CONDUIT WITH PULL WIRE TO EACH TELEPHONE JACK OR / USE PLENUM RATED WIRE, 2'x2'x3/4" PLYWOOD TELEPHONE BOARD (PAINT BLACK) LA -16 PROVIDE EMPTY 11/2" PVC CONDUIT WITH PULLSTRINGS TO MAIN TELEBOARD O �- #6 GND TIED TO SERVICE ENTRANCE GROUND DETAIL TELEPHONE BOARD N0. 1 DETAIL LA -18,20 LA-9EUS P 15 3R -ENC. LWP/GFI WIRED THRU A-11 -� -- WP/GF 0 0 0 0 WCU 1 �o TOILE T c) 103T_GFI LA-25,27 %°°tVWAHU-1 _____ LA -3 LA -16 TELEPH. BOAR LA -7 AL7PNL� LAE1CLOCK F _ ,. AC STORAGE WP/ WP/GFI _ .............. LA -11 3Q= 102 H e LA -22 3p 40OS/N I NOTE: MAIN IICTRICAL 1 UNLESS OTHERWISE NOTED, ALL STORAGE RECEPTACLES IN THE STORAGE AREA SERVICE ! TO BE MOUNTED +24" SEE RISER I I 101 ON THIS SHT. j LA -21,23 \\� AWP/GFI LA -11I �.\ LA -9 WP/GFI ON 0 j LA -17119 LA -13,15 i o ---- T ti r - T It L ti o 0 WP/GFI 0 0 0 0 WP/GFI o o LA -11 LA -9 i STORAGE ROOM POWER PLAN SCALE: 1/8" .1'-0" i iT T T T Z Ti i ---� - -- - - -- - - ---- --- O ---------- - --- - - - ------ 0- - --- - - - - - - - - -- - - - - O 0- ° J -------�0 NOT TO SCALE i -•-•- - - \ WP/GFI LA -5 / CHEMICAL STORA C WP/GFI, 201 i i i i TELE/DATA LINES TO BE PLENUM RATED IF NOT INSTALLED IN CONDUIT ABOVE CEILING. <: 6" (1) 3/4" CONDUIT--� ' TO ABOVE CEILING TELEPHONE OUTLET TO BE RJ11 JACK DATA OL TLET TO BE RJ45 JACK jr," DETAIL DATA/TELEPHONE NOT TO N0. 2 OUTLET SCALE LOW VOLTAGE NOTE CONTRACTOR TO COORDINATE LOCATION AND REQUIREMENTS OF ALL LOW VOLTAGE WIRING AND TELEPHONE/DATA DEVICES PRIOR TO CONSTRUCTION, SEE DETAIL ON ON THIS SHEET. CHEMICAL STORAGE BLDG. POWER PLAN scnLe va..-r,o,. REVISIONS: REV. NO DATE DESCRIPTION: EOR I GOLF COURSE STORAGE BUILDING AT SEBASTIAN MUNICIPAL AIRPORT SEBASTIAN, FLORIDA MUNICIPAL AIRPORT ,.AA AMERICAN iD I N FRASTRUCTURE DEVELOPMENT, INC. Florida Certificate of Authorization No.: 28731 DESIGN CRITERIA PROFESSIONAL III FORMICA )III ASSOCIATES,c. Consulting Engineers 3500 N.W. Boca Raton Blvd. Suite #711 Boca Raton, FL. 33431 TEL: (561) 368-3611 FAX: (561) 368-4733 Certificate #00008818 Robert F. Formica, P,E. License #19733 E-mail: bobf@formicaengineering.com ELECTRICAL SPECIFICATIONS 1. DO NOT SCALE THE ELECTRICAL DRAWING. REFER TO THE ARCHITECTURAL PLAN AND ELEVATIONS FOR EXACT LOCATION OF ALL EQUIPMENT AND CONFIRM WITH OWNERS REPRESENTATIVES. 2. ALL WORK SHALL BE DONE IN ACCORDANCE W/FBC 2010 CHP. 27 AND NEC 2006, AND GOVERNING MUNICIPAL, STATE AND LOCAL CODES, ALL MATERIAL SHALL BE NEW AND SHALL BEAR THE U.L. LABEL WHERE APPLICABLE. 3. UNLESS OTHERWISE NOTED, ALL CONDUCTORS SHALL BE COPPER, WITH "THHN" INSULATION " FOR SIZE #10 AND SMALLER. CONDUCTORS LARGER THAN #10 SHALL HAVE "THWN" INSULATION. ALL CONDUCTORS #10 AND SMALLER MAY BE SOLID. ALL CONDUCTORS #8 AND LARGER SHALL BE STRANDED. ALL CONDUCTORS MUST COMPLY WITH ARTICLE 310 OF THE 2008 NEC. 4. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. DISCONNECT SWITCHES SHALL BE H.P. RATED, HEAVY DUTY, QUICK MAKE, QUICK BREAK, WITH ENCLOSURES AS REQUIRED BY EXPOSURE. MOTOR STARTERS SHALL BE INCLUDED FOR ALL MOTORS EXCEEDING 1 HP. 6. THESE PLANS DO NOT SHOW EVERY MINOR DETAIL OF CONSTRUCTION, THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND MEET ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER, 7. THE ELECTRICAL SYSTEM SHALL BE COMPLETELY AND EFFECTIVELY GROUNDED AS REQUIRED IN ARTICLE 250, NATIONAL ELECTRICAL CODE, 8, ALL MATERIALS SHALL BE NEW AND SHALL BEAR U.L. LABELS WHERE APPLICABLE. 9. ALL WORK SHALL BE PERFORMED BY A LICENCED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANSHIP MANNER. THE COMPLETE SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTANCE BY ENGINEER/ARCHITECT MUST BE A CONDITION OF THE SUBCONTRACTOR, 10. THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD REQUIREMENTS OF POWER, LIGHT COMPANY AND TELEPHONE COMPANY. MOTORS OVER 1 H.P. TO HAVE STARTERS AND HEATERS. 11. CIRCUITS SHOWN ON PLANS ARE TO DETERMINE LOAD DATA AND PANEL SIZE. THE CONTRACTOR SHALL PROVIDE CIRCUITS TO SUIT JOB CONDITIONS. 12. SEE NOTES ON PLANS FOR OTHER REQUIREMENTS. 13. FURNISH AND INSTALL LIGHTING FIXTURES AND LAMPS AS CALLED FOR ON PLANS, OR AS SELECTED BY OWNER. 14. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROCESS OF CONSTRUCTION. 15. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY PHASE OF THE INSTALLATION WHICH MAY BE DAMAGED. 16. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY OF PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 17. CHECK ALL EQUIPMENT FOR PROPER VOLTAGE, PHASE, AND CURRENT BEFORE CONNECTION TO CIRCUITS. 18, ELECTRICAL CONTRACTOR SHALL CHECK AND VERIFY EQUIPMENT FURNISHED AGAINST THOSE SPECIFIED OR INTENDED AND REVISE BRANCH CIRCUITS AS MAY BE REQUIRED WITH PRIOR APPROVAL OF ENGINEER/ARCHITECT. AIR CONDITIONING EQUIPMENT AND CONTROLS SPECIFICATION 1. ELECTRICAL CONTRACTOR SHALL INSTALL ALL CONTROL RACEWAY (CONDUIT), WIRE INSTALLATION, CONNECTIONS ETC. IN ACCORDANCE WITH WIRING DIAGRAMS ON AIR EQUIPMENT. 2. A/C / ELECTRICAL PLANS OR DIAGRAMS FURNISHED BY MANUFACTURER OF THE EQUIPMENT. 3. ALL POWER WIRING FOR THE AIR CONDITIONING EQUIPMENT SHALL BE FURNISHED, INSTALLED AND CONNECTED UNDER THIS SECTION OF THE SPECIFICATION. 4,e MECHANICAL CONTRACTOR SHALL PROVIDE MOTOR STARTERS FUR"ALL AIR CONDITIONING EQUIPMENT, ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONECTIONS TO AIR CONDITIONING EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. 5. AIR CONDITIONING EQUIPMENT INCLUDES CONDENSOR, COMPRESSOR AND FAN, FAN COIL UNITS, ELECTRICAL STRIP HEATER, THERMOSTAT, ETC, JOB NO: 215076 DRAWN: KP/FG/AP DESIGN: MCJ CHECKED: R.F.F. DATE 08/18/15 11 PERMIT SET 08/18/15 NOTE: ANY DESIGN CHANGES, TO THE SYSTEM COVERED BY THESE PLANS WITHOUT PRIOR APPROVAL OF THE ENGINEER WHO PREPARED THESE PLANS, WILL NULL AND VOID THESE PLANS AND THE REVISED INSTALLATION. IN ADDITION, ALL EXPENSES ASSOCIATED WITH RETURNING THE SYSTEM TO ITS ORIGINAL DESIGN WILL BE THE RESPONSIBILITY OF THE COMPANY WHICH APPROVED THESE CHANGES. FINAL BID TO INCLUDE PERMIT COMMENTS. POWER PLAN E1.1 f .w M CL a) .o C=) cn N C- d- � v LE KVA OA 12.2 la 101.6 AMPS KVA OB 11.4 Ib 95.0 VRUNS 4 # 3/0's THWN HDER SIZE 1 # 3 GND CU TYPE MFG. SIEMENS OR EQUAL 0 VOLTS 120/208V 304W COLUMBIA 4PS24-232SM-FSA12-EU BUS KVA "LA" SINGLE COLUMBIA XEM4.232-RA-EU 15 LOAD A B C COND. 1.0 POLE AMPS 101 RECEPTACLE CKT. AMPS POLE WIRE COND. 1.0 BUS KVA 101 RECEPTACLE SIZE CHEMICAL STORAGE 0.8 CHEMICAL ST, RECEPT 1.0 SIZE A/C ST, -TOILET RM RECEPT 1/2" 0.8 1 EXTERIOR RECEPT 1 2 0,8 EXTERIOR RECEPT. 2,6 1/2" 12 OVERHEAD LIFT 20 2.6 4 "" 101 LIGHTING 2 0.6 2,6 OVERHEAD LIFT 2.6 20 5 '" 20 1 12 1/2" 2.6 2 0.5 OVERHEAD LIFT 12 1 2.6 "" 2,6 20 1 12 1/2" EXTERIOR LTG -CHEM ST. OVERHEAD LIFT 1/2" 2.6 1 "' 9 10 - SPACE KVA OA 12.2 la 101.6 AMPS KVA OB 11.4 Ib 95.0 VRUNS 4 # 3/0's THWN HDER SIZE 1 # 3 GND CU TYPE LOAD CENTER SINGLE 0 3 PANEL RATING 400 AMPS COLUMBIA 4PS24-232SM-FSA12-EU PANEL "LA" SINGLE COLUMBIA XEM4.232-RA-EU 15 D POS 42 HUBBELL OUTDOOR LTG. LNC-9LU-5K-3 3 COND. WIRE POLE AMPS CKT. BUS CKT. AMPS POLE WIRE COND. LOAD BUS KVA TOILET SIZE CHEMICAL STORAGE 225 0.8 180 TOTAL TENANT WATTS ALLOWED 2892.3 SIZE A B c 1/2" 12 1 20 1 2 20 1 12 1/2" 101 LIGHTING 2 0.6 1/2" 12 1 20 3 4 20 1 12 1/2" 101 LIGHTING 2 0.6 1/2" 12 1 20 5 6 20 1 12 1/2" 101 LIGHTING 2 0.5 1/2" 12 1 20 7 8 20 1 12 1/2" EXTERIOR LTG -CHEM ST. 2 0.4 121 1/2" 10 1 20 9 10 20 1 12 1/2" EXTERIOR LTG -STORAGE 2 0.7 1/2" 12 1 20 11 1 12 20 1 12 1/2" EXTERIOR LTG -STORAGE 2 0.7 (4) 3/4" 6 2 60 13 I 14 20 1 12 1/2" TIME CLOCK 0.4 S S S S 15 I 16 20 1 12 1/2" TELEPHONE BOARD 0.4 (4) 3/4" 6 2 60 17 i 18 15 2 12 1/2" WAHU/WCU-1 (3) 1.0 S S S S 19 20 S S S S "" 1.0 (4) 3/4" 6 2 60 21 i 22 20 1 12 1/2" DRINKING FOUNTAIN 0.5 S S S S 23 24 - - - - SPACE - (4) 3/4" 6 2 60 25 1 26 - - - - - S S S S 27 I 28 - - - - - - - - - 29 30 - - - - - - - - - 31 --- 32 - - - - - - - - - 33 34 - - - - - - - - - 35 36 - - - - - - - - - 37 38 - - - - - - - - - 39 40 - - - - - - - - - 41 42 - - - - - REMARKS & KEY NOTES: KVA OC 9.0 1. MAIN LUGS ONLY. U2 WIRED THRU TIME CLOCK TO COMPLY WITH FLORIDA BUILDING CODE 2010 - ENERGY AMPS Ic 75.0 AMPS CONVERSATION SECTION 505.2.2. 3 WAHU IS WIRED THRU WCU. 4 OPTIONAL FOR OVERHEAD LIFT. VERIFY WITH THE OWNER IF THEY WILL BE NEEDED, NOTIFY THE ENGINEER OF RECORD IF NOT BEING USED. VERIFY REQUIREMENTS IF THEY ARE BEING USED. CONDUIT SIZE 2" (x2) MOUNT SURFACE MIN. A.I.C. 22,000 AMPS LA -120 LA -120 LA -100 LA -100 LA -6 IIIIDO 1, O D O O D O O �� C_ O LLLaaa -- - ---- - + -- - - _--- -- _� -A - - a 01L ET- . -- - - - - - z-� LA -2 `- L LA-2� EM 9 $ ®x 1 � 1 _ - r O A A A EM A 10220 -1031 U� LA -120 LA -2 LA -4 B , _ \ s �' s �2 LA -100 0 LA -2 LA -4 0 LA -2 LA -4 LA -4 PAL O o ` ' D TIAE14LOCKF 1 1 M.O.S. D EM { O t EM \ LA -6 LA -8 A A A A A LA -8 A H I I I LA -2 LA -2 LA -4 LA -4 LA -6 LA -6 z 1 SEM __ _- - STORAGE -- -- -- �LA-2 I 101 - - - ■■-- EM A A A A A A LA-6� LA -10 1, LA -2 LA -2 LA -4 LA -4 LA -6 LA -6 OH LD LA-120 �- -- `� `� LA -6 LA -6 LA -4 A A A A A A l - 0 1 ®1 LA -2 1 • I D x LA -2 LA -2 LA -4 LA -4 LA -6 LA -6 I LA-2 LA-4 EM LA -6 EM Z Z I - --LA-2 EM _T T I o 0 - _ DO O DO O O DO O O DO O I I I I LA -120 LA -120 LA -100 LA -100 1 I I I I I I I 1 I I I I I I 1 I I I 1 I I I I I I I it T Z L Zli I I I O O O H O O H O O O J 1 Luminaire Schedule Qty Label Arrangement Description 22 A SINGLE COLUMBIA CS8-232-EU-(2)CSWG4 3 B SINGLE COLUMBIA 4PS24-232SM-FSA12-EU 2 C SINGLE COLUMBIA XEM4.232-RA-EU 15 D SINGLE HUBBELL OUTDOOR LTG. LNC-9LU-5K-3 3 X SINGLE EVENLITE TLK-EM-RU-WH 10 EM DUAL HEAD EVENLITE TMR-2-W CHEMICAL STORAGE 201 �2 I I I I I LA -80I -' c I 1 EM I D % I D -- O •\ c •I I % 1� I L\..._ p - A �. REVISIONS: REV. NO DATE DESCRIPTION: EOR GOLF COURSE STORAGE BUILDING 1 1 AT %-o SEBASTIAN MUNICIPAL AIRPORT SEBASTIAN, FLORIDA MUNICIPAL AIRPORT iD ��A AMERICAN I N FRASTRUCTURE DEVELOPMENT, INC. Florida Certificate of Authorization No.: 28731 LIGHTING CONTROL SYMBOL LEGEND HUBILLLS1TECHNOLOGY ORNOTETCHBEHMTOLTSENSOR SELECTED S SWITCH S3 3 -WAY SWITCH © INTERMATIC TIME CLOCK #ET70815CR ® OVERRIDE SWITCH THRU TIMECLOCK DESIGN CRITERIA PROFESSIONAL III FORMICA ASSOCIATES1c. IIIConsulting Engineers 3500 N.W. Boca Raton Blvd. Suite #711 Boca Raton, FL, 33431 TEL: (561) 368-3611 FAX: (561) 368-4733 Certificate #00008818 ` Robert F. Formica, RE. License #19733 E-mail: bobf@formicaengineering.com KEY NOTES: OWIRE CIRCUIT THRU TIMECLOCK FOR COMPLIANCE W/ THE FLORIDA BUILDING CODE 2010 - ENERGY CONSERVATION. SECTION 505.2,2. PER SEC. 505.2.1 ALL ENCLOSED ROOMS BY WALLS OR FLOOR -TO - CEILING PARTIITONS SHALL HAVE AT LEAST ONE CONTROL DEVICE TO INDEPENDENTLY CONTROL THE GENERAL LIGHTING WITHIN THAT SPACE. 0 MOUNT FIXTURE AT 8'-0" AFF TO CENTER. 0 MOUNT FIXTURE AT 1'-0" ABOVE TOP OF DOOR TO BOTTOM OF FIXTURE. INTERIOR LIGHTING POWER ALLOWANCE PER FLORIDA BUILDING CODE SECTION 2010 505.5.3 -INTERIOR LIGHTING POWER DENSITIES USING THE SPACE -BY -SPACE METHOD. TOTAL WATTS USED FIXTURE TYPE QUANTITY WATTS PER FIXTURE TOTAL WATTS PER TYPE A 22 64 1408 B 3 64 192 C 2 64 128 TOTAL TENANT WATTS USED 1728 TOTAL WATTS ALLOWED SPACE TOTAL SPACE SQ. FT. WATTS/SQ. FT. ALLOWED TOTAL WATTS FOR SPACE STORAGE 3159 0.8 2527.2 A/C STORAGE 97 1.5 145.5 TOILET 44 0.9 39.6 CHEMICAL STORAGE 225 0.8 180 TOTAL TENANT WATTS ALLOWED 2892.3 LIGHTING PLAN SCALE: 1/B"=1'-0" FOP JOB NO: ?ra �pY y N& �Rp ®®• '� -m-DRAWN: ®F DESIGN: • 215076 KP/FG/AP MCJ O ••, CHECKED: R.F.F. ,'®��� �➢0hi��'® DATE: 08/18/15 LIGHTING NOTES 1. ALL EXIT & EMERGENCY LIGHTS AND BATTERY PACKS IN FLUORESCENT FIXTURES TO BE WIRED AHEAD OF CONTROL SWITCH/OCCUPANCY SENSOR, 2. PROVIDE (6) SETS OF CUT -SHEETS FOR APPROVAL PRIOR TO PURCHASE. 3. COORDINATE EXACT LOCATION & MOUNTING HEIGHTS OF EXTERIOR FIXTURES PRIOR TO CONSTRUCTION. 4. ALL EMERGENCY LIGHT FIXTURES "EM" TO BE MOUNTED 12" BELOW CEILING LINE (TYP). 5. SEE LIGHTING FIXTURE SCHEDULE ON THIS SHEET. ROOF DECK BAR JOIST---\,\7<7/7\ OIST-�\ \ \11111�/ UNI-STRAT SUPPORT " "J" BOX ; 4"x4" 's s 6 1/4 " THREADED ROD L FIXTURE MOUNTING NOTES: MOUNT 4"X4" "J" BOX, ONE FOR EACH FIXTURE. SECURE TO BOTTOM OF BAR JOIST. MOUNT FIXTURE SO THAT BOTTOM OF FIXTURE IS AT +12'-0" ABOVE FINISHED FLOOR. PERMIT SET= 08/18/15 NOTE: ANY DESIGN CHANGES, TO THE SYSTEM COVERED BY THESE PLANS WITHOUT PRIOR APPROVAL OF THE ENGINEER WHO PREPARED THESE PLANS, WILL NULL AND VOID THESE PLANS AND THE REVISED INSTALLATION. IN ADDITION, ALL EXPENSES ASSOCIATED WITH RETURNING THE SYSTEM TO ITS ORIGINAL DESIGN WILL BE THE RESPONSIBILITY OF THE COMPANY WHICH APPROVED THESE CHANGES. FINAL BID TO INCLUDE PERMIT COMMENTS. LIGHTING PLAN E2. 1 .