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HomeMy WebLinkAbout2015 - (#5) Storage Building Plans (Drawings for Bid Docs)12 0 N N N Q a i 0 0 a CL 0 0 U VICINITY MAP LOCATION MAP im t00% e=% INDIAN RIVER COUNTY AT MUNICIPAL SEBASTIAN, FL AIRPORT ORIDA AUGUST 10, 2015 SJRWMD LETTER MOD.#: IND -061-68172-19 FDOT FIN: 429695-1-94-01 FDOT PROJECT: PFL0007956 PREPARED BY: AMERICAN2m..0-001 - INFRASTRUCTUREJ4Ns DEVELOPMENT INC. �P•••'" i3''•• tip' Florida Certificate of * 0.5 059 Authorization No.: 28731 70 AT 41 37 NORTH ORANGE AVE., SUITE 500 DESIGN CRITERIA PROFESSIONAL: s•ll '��oRVoP,; ORLANDO, FLORIDA 32801-2459 MARK C. JA13 in ILI I .••`'+, 407-992-6611 OFFICE P.E. # 56059 08/21/2015 AID PROJECT NO: X2613002 BID DOCUMENTS 9/23/2015 INDEX SHEET SHEET NAME C001 COVER SHEET C002 GENERAL NOTES & DETAILS C101 SITE PLAN C102 GRADING PLAN STORMWATER POLLUTION PREVENTION PLAN C103 (SWPPP) C104 UTILITIES PLAN C105 DETAILS C106 FLORIDA POWER & LIGHT PLAN ARCHITECTURAL SHEET NAME A101 CODE SUMMARY, FLOOR PLAN EXTERIOR ELEVATIONS & DOOR SCHEDULE A102 FLOOR PLAN A201 EXTERIOR ELEVATIONS A401 ENLARGED FLOOR PLAN AND DETAILS A601 DOOR AND WINDOW TYPES AND SCHEDULES STRUCTURAL SHEET NAME S001 STRUCTURAL LEGEND, ABBREVIATIONS, AND GENERAL NOTES S101 CHEMICAL BUILDING FLOOR PLANS & DETAILS S102 DETAILS ELECTRICAL SHEET NAME E1.1 POWER PLAN E2.1 LIGHTING PLAN PLUMBING SHEET NAME P1.1 PLUMBING PLAN P2.0 PLUMBING RISERS MECHANICAL SHEET NAME M1.1 MECHANICAL PLAN LANDSCAPE SHEET NAME L1 LANDSCAPE PLAN AMERICAN2m..0-001 - INFRASTRUCTUREJ4Ns DEVELOPMENT INC. �P•••'" i3''•• tip' Florida Certificate of * 0.5 059 Authorization No.: 28731 70 AT 41 37 NORTH ORANGE AVE., SUITE 500 DESIGN CRITERIA PROFESSIONAL: s•ll '��oRVoP,; ORLANDO, FLORIDA 32801-2459 MARK C. JA13 in ILI I .••`'+, 407-992-6611 OFFICE P.E. # 56059 08/21/2015 AID PROJECT NO: X2613002 BID DOCUMENTS 9/23/2015 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 AIRPORT MAINTENANCE: GARY NICHOLAS UTILITY NOTES 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 -WHEEL STOP _7 � 772-228-1118WHITE (TYP.) � z � �� 772-288-7013 STD. PARKING 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 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 12' 12' , (1 (MIN.) (MIN.) 5' (MIN.) 2" W WHITE /�F LU 600 2" I I m �6 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. AMERICAN I NFRASTRUCTURE DEVELOPMENT, INC. Florida Certificate of Authorization No.: 28731 STANDARD ADA PARKING AND ACCESS DETAI N.T.S. DESIGN CRITERIA PROFESSIONAL : Jq 9, . SFy . JO • N MARK C. JANSEN, P.E. F•••• RAWN: P.E. # 56059 o. ss 37 N. Orange Avenue, Suite 500 ; '• o DESIGN: Orlando, Florida 32801-2459. ••• �o• •P•.� 407-992-6611 Office cS' ' C� ;'CHECKED /ON its, �,,, DATE: 08/21/2015 / V PARKING BY DISABLED PERMIT ONLY C$ 250 FINE F.S. 318.14 SIGN DETAIL FDOT No. FTP -25 AND FTP -55 10 X2613002 C002 DW MCJ MJ GENERAL NOTES & DETAILS 10 AUGUST 2015 BID DOCUMENTS 9123/2015 0 `+ G G • AlTff"- fMAT&T AT&T 6r—cu AT&TI � ""•. - ° tp I � � .� -•-.. \\ `'`.., „ �r/'r" /% / ^•-.._,.. GATE � f EXISTING AT&T PouCEJUNCTIQ� BOX FPL -/14-- -- OL- FPL P� / RV L- V m r•- V V 1 V 8 V IL�DTTTG— Fpm FPL -- FPL .... FPL ph', tom._._FPL -----.__ ❑ OC\G ,`P� ,� N FFE=22.76 �? — W ' ° w 6' CLF . o �.� GATE �]�^ r` 6' CLF/ 4 ° _ ° CONTROL, -� ° 5' CONC WALK 20 0ZI �9 G� 6' CLF AT&T&�AT& AT&T AT&T L GR z r ELEC EC ELEC ELEC ELEC 2 EXISTING POWER, - --- �— — o LL TRANSFORMER JJ , tet. N 6' CLF O FPL___ i t 0 = l FUTURE \ ; B�.JILDINGIC)I ' W 72CP R 6' CLF t ` 00 00 /� rr O . N GAS TANK Q r' r O Z cp ON CONC — I `Q .. 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Zn ° I4.W LL I FUTURE f CFFEs BUILDING f COVERED CONC 21.25 OPEN CONI — LL FQy Cp ABLE CABLE CABLE CABLE CABLE CABLE CABLE CABLE CABLE CABLE CI FPL FPL FPL FPL FPL FPL FPL FPL FPL -T ° FPL FPL FPL 6' CLF ° •- 06' CLF �-` ------__ ,,. o .0 6' CLF 3 .,n,r,,, ................. / L L -F 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 CL N W it ^ > 8" PVC OUTFALL FROM CV Z MIXING CENTER SPILL PAD TO DITCH. 6' CLF ° - _..... .... C) 20.50 0 N Y 0 OFr-21.00.- EL 21.00 O EXISTING STORM SYSTEM 0 15' 30' 60' 1 i11111.�Y�11� � Ilrillllll lllllllll YluL1YI�.1111r1�Y f O 00 00 0 - > NG BITUMINOUS MILLIS- R!' N (V U SPREAD BY CONTRACTOR - tooOVI-DE-BY G -.0-S,). _ __.. Z Ld f LLJ 22.50 -- .'22.00 X0 Yjr► _. _�_�� Cr f 20•0 J �,.,.,.,..,� 0 vEG A TION f ' ° - - __ _ _._ . _..._ X�FSETING DITCH , ---- -�. PROVE ALL-F•1N-ISHED GRA ID NG, DITCHES, G`ONIPACTK)k. VARIES GRASS - 100 O O J IN 3'7LL EXISTING EXISTING GROUND GROUND BOTTOM /// OF DITCH rr` / - CO ECT DIT H TO EXISTING,4PE DITCH TYPICAL SECTION 6' CLF N.T.S. AMERICAN I N FRASTRUCTURE DEVELOPMENT, INC. Florida Certificate of Authorization No.: 28731 DESIGN CRITERIA PROFESSIONAL j��� .��• K C. J. �Q'.• •• Fy ' JOB NO. X2613002 ,' E N ••'; MARK C. JANSEN, P.E. ; • AWN: DW P.E. # 56059 = °' s - 37 N. Orange Avenue Suite 500ATE = JF : DESIGN: MCJ • Orlando, Florida 32801-2459 669• CHECKED: MJ 407-992-6611 Office ••P���- ,�cS'S; ONA..�`�� DATE: 10 AUGUST 2015 08/21/2015 C102 GRADING PLAN BID DOCUMENTS 9/23/2015 S if STORM WATER POLLUTION PREVENTION (SWPPP) NOTES I `\ NT&T r-, AT&TF AT&T i 1. CONTRACTOR'S STAGING AREA MUST BE PROTECTED, °°` EXISTINGA"TAT/�t AGAINST DUST, SILT ACCUMULATION, AND CONSEQUENT - FPL -+ _ FP o POLIcEJUNCTIb ...—_ FPL - POLLUTION RESULTING FROM TRANSPORTATION OF _ FFE=2236 i T/ % r 0 SEDIMENTS. Q w ,•,� \� �{:� 1- f I ` —�/ 06 6' CLF 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 \ �—' �" 4Tt ATF SHOULD BE THE PLACEMENT OF TEMPORARY EROSION AND � � EXISTING POWER--ce— _ SEDIMENT CONTROL MEASURES AROUND THE PERIMETER \ TRANSFORMER N 6' CLF OF THE PROJECT, THE INITIAL WORK AREA, AND OTHER AFFECTED AREAS TO PREVENT STORM WATER POLLUTION. _ i " FP, I FUTU 3 E — AT&T ROSION AND SEDIMENT CONTROL MEASURES SHALL BE %� I BUILDING ADEQUATELY MAINTAINED TO PERFORM THEIR INTENDED \ I 6 CLF Q FUNCTION DURING CONSTRUCTION OF THE PROJECT. �' "' { U I I I � � GAS TANK ( Zp ON CONC 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, _ t MUST BE PREVENTED FROM INTRUSION INTO THE _ 4 STORMWATER CONVEYANCE SYSTEM/SWALE AREAS. APPROPRIATE DUST CONTROL TECHNIQUES (WATER OR SLURRY) MUST BE RETAINED ON SITE. THE USE OF CALCIUM CHLORIDE, OILS OR OTHER CHEMICAL DUST LL CONTROL AGENTS IS NOT PERMITTED. h 6. ALL ENVIRONMENTAL CONTROL FEATURES ARE TO BE MAINTAINED THROUGHOUT THE LIFE OF THE PROJECT IN ACCORDANCE WITH N.P.D.E.S. (NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM) REQUIREMENTS. THE CONTRACTOR MUST ENSURE THAT ALL EROSION CONTROL FEATURES FUNCTION PROPERLY AT ALL TIMES. 7. ALL EROSION AND MATERIAL DEPOSITS MUST BE CONTAINED a WITHIN THE PROJECT LIMITS STOCKPILED MATERIAL SHALL NOT BE LEFT IN EROSION PRONE AREAS. 8. ANY OFFSITE SEDIMENT DISCHARGE TO A SEPARATE / MUNICIPAL STORM WATER SYSTEM, ARISING FROM THE CONTRACTOR'S ACTIVITIES, IS NOT ALLOWED. 9. CONTRACTOR IS RESPONSIBLE FOR DEVELOPING AND IMPLEMENTING A STORM WATER POLLUTION PREVENTION /e PLAN (SWPPP) AND MANUAL FOR THIS PROJECT. THE SWPPP ACCESS ROAD FIRE FIRE - 21.00 — DIT LL FIFA T FIRE FIRF FIF L FPL FPL DIYbH Fps SF SF SF �— SF SF � SF —� SF SF ` \\ IT FUTURE N BUILDING II `\ J N �( PLAN AND MANUAL MUST BE SUBMITTED TO APPLICABLE � C BLE �� JURISDICTIONS INCLUDING FLORIDA DEPARTMENT OF CABLE ENVIRONMENTAL PROTECTION FOR REVIEW, APPROVAL AND CABLE CABLE CABLE CABLE SILT FENCE, PROVIDED y \ PERMIT. CABLE LL AI-IVI f klnEM-$Y CABLE � 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTRACTOR \ CORRECTION OF ANY EROSION OR WATER QUALITY �A PROBLEMS THAT RESULT FROM THE CONSTRUCTION FPL —� FPL - I FPL FPL ACTIVITIES. FPL FDL FPL FPL L O s' CLF o 6• CLF 1. THE CONTRACTOR SHALL REMOVE ALL TRAPPED �''^""�`"�"�� 0 6' CLF sF SEDIMENTS/DEBRIS, WHETHER CAUSED BY THE "^^^r^^ Cr SF CONTRACTOR'S OPERATIONS OR NOT. ALL MATERIALS SHALL �' VEGETATION BE PROPERLY DISPOSED OF AS REQUIRED BY LAW. FAILURE''^ TO PROPERLY MAINTAIN THE SYSTEM MAY RESULT IN ADVERSE FLOODING CONDITIONS. POST OPTIONS: N CO REVISIONS: LU REV. NO DATE DESCRIPTION: C) o I co Q o ca N � N N WOOD OR 2 1/2" MIN. DIA. WOOD 2"X4" OAK 1 1/2" X 1 1/2" STEEL 1.33 LBS/FT. MIN. 6' Max. a) o� SII L � r O -J c ELEVATION N r EOR OPTIONAL POST POSITIONS 2X 0° PRINCIPAL POST ' FILTER FABRIC (IN �, POSITION -� CONFORMANCE WITH TOWARD 20- SEC. 985 FDOT SPEC.) ) FILTER FABRIC Silt Flow FDOT TYPE III SILT FENCE DETAIL N.T.S. SECTION 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 NOTES: > Z ® z J Q r- ZE LLl a ry Ld C)" > > N � l 6' CLF c 0 0 (}c/�s��/� SF SF F SF S 1 IW. SF' F `r GHST V n 01 `i, jam{ U ¢¢�� _0 I� < LL) 1LLJ0 > Z N 5�0? o _ VEGETATION LINE w �z I // LL h i" ISI PROVIDED BY I u L.1 ,S ASTIAN (C.O.S.) i LL "0 SF SF SF — SF SF 0 6' CLF 141 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. Iowa AMERICAN I N FRASTRUCTURE DEVELOPMENT, INC. Florida Certificate of Authorization No.: 28731 ,111...■1,.j DESIGN CRITERIA PROFESSIONAL J �.�� K C. J 99060 SF ., J� X2613002 MARK C. JANSEN, P.E.• •• CE RAWN: DW P.E. # 56059 * No. 56 •• fl •.•• 37 N. Orange Avenue, Suite 500 = T � A • DESIGN: MCJ Orlando, Florida 32801-245940 p.•: 407-992-6611 Office ,FcS' 0' o, • �'. :' CHECKED: MJ ,ONAL st ,�' DATE: 10 AUGUST 2015 08/21/2015 0 20' 40' 80' LEGEND: TYPE III SILT FENCE SF — SF — SF — "0 O y�'tiF L C103 STORMWATER POLLUTION PREVENTION PLAN (SWPPP) BID DOCUMENTS 9/23/2015 OPEN CONC \ ®.. v �P\ � EXISTING t STORY BUILDING �MAINTENANCE FFE=21.49 Owma\ COVER EDFFE\ -21.25 OPEN CONC DIT LL FIFA T FIRE FIRF FIF L FPL FPL DIYbH Fps SF SF SF �— SF SF � SF —� SF SF ` \\ IT FUTURE N BUILDING II `\ J N �( PLAN AND MANUAL MUST BE SUBMITTED TO APPLICABLE � C BLE �� JURISDICTIONS INCLUDING FLORIDA DEPARTMENT OF CABLE ENVIRONMENTAL PROTECTION FOR REVIEW, APPROVAL AND CABLE CABLE CABLE CABLE SILT FENCE, PROVIDED y \ PERMIT. CABLE LL AI-IVI f klnEM-$Y CABLE � 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTRACTOR \ CORRECTION OF ANY EROSION OR WATER QUALITY �A PROBLEMS THAT RESULT FROM THE CONSTRUCTION FPL —� FPL - I FPL FPL ACTIVITIES. FPL FDL FPL FPL L O s' CLF o 6• CLF 1. THE CONTRACTOR SHALL REMOVE ALL TRAPPED �''^""�`"�"�� 0 6' CLF sF SEDIMENTS/DEBRIS, WHETHER CAUSED BY THE "^^^r^^ Cr SF CONTRACTOR'S OPERATIONS OR NOT. ALL MATERIALS SHALL �' VEGETATION BE PROPERLY DISPOSED OF AS REQUIRED BY LAW. FAILURE''^ TO PROPERLY MAINTAIN THE SYSTEM MAY RESULT IN ADVERSE FLOODING CONDITIONS. POST OPTIONS: N CO REVISIONS: LU REV. NO DATE DESCRIPTION: C) o I co Q o ca N � N N WOOD OR 2 1/2" MIN. DIA. WOOD 2"X4" OAK 1 1/2" X 1 1/2" STEEL 1.33 LBS/FT. MIN. 6' Max. a) o� SII L � r O -J c ELEVATION N r EOR OPTIONAL POST POSITIONS 2X 0° PRINCIPAL POST ' FILTER FABRIC (IN �, POSITION -� CONFORMANCE WITH TOWARD 20- SEC. 985 FDOT SPEC.) ) FILTER FABRIC Silt Flow FDOT TYPE III SILT FENCE DETAIL N.T.S. SECTION 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 NOTES: > Z ® z J Q r- ZE LLl a ry Ld C)" > > N � l 6' CLF c 0 0 (}c/�s��/� SF SF F SF S 1 IW. SF' F `r GHST V n 01 `i, jam{ U ¢¢�� _0 I� < LL) 1LLJ0 > Z N 5�0? o _ VEGETATION LINE w �z I // LL h i" ISI PROVIDED BY I u L.1 ,S ASTIAN (C.O.S.) i LL "0 SF SF SF — SF SF 0 6' CLF 141 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. Iowa AMERICAN I N FRASTRUCTURE DEVELOPMENT, INC. Florida Certificate of Authorization No.: 28731 ,111...■1,.j DESIGN CRITERIA PROFESSIONAL J �.�� K C. J 99060 SF ., J� X2613002 MARK C. JANSEN, P.E.• •• CE RAWN: DW P.E. # 56059 * No. 56 •• fl •.•• 37 N. Orange Avenue, Suite 500 = T � A • DESIGN: MCJ Orlando, Florida 32801-245940 p.•: 407-992-6611 Office ,FcS' 0' o, • �'. :' CHECKED: MJ ,ONAL st ,�' DATE: 10 AUGUST 2015 08/21/2015 0 20' 40' 80' LEGEND: TYPE III SILT FENCE SF — SF — SF — "0 O y�'tiF L C103 STORMWATER POLLUTION PREVENTION PLAN (SWPPP) BID DOCUMENTS 9/23/2015 +r . z.4a U D sa.:r .............................. E Cs ! y \ a:R EXISTING f FF=?2.77 45 C 7Y.4T' i � L TJy. Li / ...- - © �\ PROVIDE 2" PVC CONDUIT FOR -` �A�. TELECOMMUNICATIONS WITH &T AT&T a AT&T '-; STANDARD BENDS FOR ............_.... r: r .. . 4; EXISTING:AT&T ° _ POLICEJUNCTION BOX COMMUNICATIONS FPL t— ,�j� ' FP --.Fn1td:::`iit iSL?,3..E�i,R�(>---`;-- FPL FPL— PL-.-----.— F?L PROVIDERS ✓,,/ i ii j+ O _.._� 61 M F 3 — _ ..OUTFALL TO DITCH 8" PVC WITH MITERED END 5' Cu-'aG WALK \ i I � .................._ ._.-� � ��' putt} ~j _._. ._._ CLF ..............._........�..., _ T `- T AT&T AT&T ! EXISTING POWER j j1 t, I Fft�Ob�$E EtEGTRIGAL POWER- TRANSFORMER—"'L�--•--•• TO BE / ti 6' CLF UCT ANK, I FUEL EXIS'�^ING FIRE HYDRANT i � OOR INATED WITH FPL TRANSFER I �F HEET 106 FPL PLANAPPR©XIMATELY 485 FT: • f � ) I PAD FROM BUILDING, SEE NOTES l� _A. T�' Ur,2 I FIRE HYDRANT, SEE 5 __ �ETAIL BUILDING ._._6 CL~W-2 SHEET C105.PRVIDE ATIONSNECESSARY SEPAR 014 Cow, FROM OTHER UTILITIES. t I l —I l I. I ,,,x ' -, EXISTING FIBERGLASS ✓ LIFT STATION FPL FPL- FPL ---- ..-•i� REV. NO DATE REVISIONS: DESCRIPTION: FIRE FIRE FIRE FIRE FIRE 77= IRE,< s JY`wf�`'.''z NEW 6.. 21.00 3_.r �� f WATER LINE<, EXISTING 8" PVC — - SN�� WATER MAIN 3" PVC �� r .� SANITARY y AT 1% " T — EXISTING 8" PVC \�'. V'w` �., CONNECT TO EXISTING GRAVITY SEWER SANITARY STRUCTURE I - SM -6`'' OPEN RIM EL.= 20.75 .......... I INV (NW) =14.32 — '`M�' ExlfaG ST,f7Y u ALL NEW UTILITIES SHALL — REMAIN CLEAR OF FUTURE L �Ad7EF EN 21.B9I�DIh#G a I I .\ ` BUILDING PAD LOCATIONS I IFUTURE BUILDING v �..._®..._®..._Eeaie ...... ...... — t o POTENTIAL J IRRIGATION DOMESTIC WATER WATER SOURCE CONNECTION POINT (NO ADDITIONAL METER REQUIRED) STOW ✓- its t1w t, - ;,A `' 0 0 I 6' CLF rY NOTE S: 0 20' 40' 80' 1. DRAWING SHOWS EXISTING UTILITIES TO THE EXTENT KNOWN FROM RECORD SURVEYS AND DESIGN DRAWINGS. FIELD VERIFY PRIOR TO MAKING UTILITY CONNECTIONS. 2. SEE RFP DOCUMENT FOR COMPLETE LISTING OF REQUIRED UTILITY CONNECTIONS. W `\ -.111..mms" I DESIGN CRITERIA PROFESSIONAL .`�C. J ��� GOLF COURSE STORAGE BUILDING 4.'�P`,`�K•EN• •.SF JOB NO�X2613002 AT MARK C. JANSEN, P.E.F '? N: DW P.E. # 56059 _ • SEBASTIAN MUNICIPAL AIRPORT AMERICAN - 0.56 9 DESIGN: MCJ SEBASTIAN FLORIDA INFRASTRUCTURE 37 N. Orange Avenue, suite 500 � AT O Orlando, Florida 32801-2459 •, '• p• ? • SJRWMD LETTER MOD.#: IND -061-68172-19 DEVELOPMENT, INC. 407-992-6611 Office •%�S �'�� ••''• ,CHECKED: MJ Florida Certificate �'. FDOT FIN: 429695-1-94-01 ficae o 0 :s� ��. � FDOT PROJECT: PFL0007956 Authorization No.: 28731 / DATE: 10 AUGUST 2015 '•�.08/21/2015 UTILITIES PLAN BID DOCUMENTS 9/23/2015 EXISTING 4" PVC 40 > FORCE MAIN v CABLE CABLE CABLE CABLE CABLE CABLE CABLE CABLE \\ CABLE PROVIDE 2" PVC CONDUIT FOR Cl) COMMUNICATIONS WITH STANDARD BENDS FOR COMMUNICATIONS PROVIDERS D F' i L? G' CLF ....e.._.....__-_......�-. 8' CLF CMC \ S-Top'm DIVERSION \ VALVE 0 _. ... ._ �+ r�'"Yy-��yyy /YYYYY•a^ygyn+YYYYY-Y•e'Y'Y 8 CLF "'— �—.••--- CMC SPILL PAD T{ of -d A.w.'..t.a`',,,�,e-.tw.! "'9'Y•nr•r�r'T�...t o POTENTIAL J IRRIGATION DOMESTIC WATER WATER SOURCE CONNECTION POINT (NO ADDITIONAL METER REQUIRED) STOW ✓- its t1w t, - ;,A `' 0 0 I 6' CLF rY NOTE S: 0 20' 40' 80' 1. DRAWING SHOWS EXISTING UTILITIES TO THE EXTENT KNOWN FROM RECORD SURVEYS AND DESIGN DRAWINGS. FIELD VERIFY PRIOR TO MAKING UTILITY CONNECTIONS. 2. SEE RFP DOCUMENT FOR COMPLETE LISTING OF REQUIRED UTILITY CONNECTIONS. W `\ -.111..mms" I DESIGN CRITERIA PROFESSIONAL .`�C. J ��� GOLF COURSE STORAGE BUILDING 4.'�P`,`�K•EN• •.SF JOB NO�X2613002 AT MARK C. JANSEN, P.E.F '? N: DW P.E. # 56059 _ • SEBASTIAN MUNICIPAL AIRPORT AMERICAN - 0.56 9 DESIGN: MCJ SEBASTIAN FLORIDA INFRASTRUCTURE 37 N. Orange Avenue, suite 500 � AT O Orlando, Florida 32801-2459 •, '• p• ? • SJRWMD LETTER MOD.#: IND -061-68172-19 DEVELOPMENT, INC. 407-992-6611 Office •%�S �'�� ••''• ,CHECKED: MJ Florida Certificate �'. FDOT FIN: 429695-1-94-01 ficae o 0 :s� ��. � FDOT PROJECT: PFL0007956 Authorization No.: 28731 / DATE: 10 AUGUST 2015 '•�.08/21/2015 UTILITIES PLAN BID DOCUMENTS 9/23/2015 > � a 0 Cl) fY CMC \ S-Top'm DIVERSION \ VALVE CMC SPILL PAD OIL SPILL VALVE / >Y: 00 m AND VAULT co (I o POTENTIAL J IRRIGATION DOMESTIC WATER WATER SOURCE CONNECTION POINT (NO ADDITIONAL METER REQUIRED) STOW ✓- its t1w t, - ;,A `' 0 0 I 6' CLF rY NOTE S: 0 20' 40' 80' 1. DRAWING SHOWS EXISTING UTILITIES TO THE EXTENT KNOWN FROM RECORD SURVEYS AND DESIGN DRAWINGS. FIELD VERIFY PRIOR TO MAKING UTILITY CONNECTIONS. 2. SEE RFP DOCUMENT FOR COMPLETE LISTING OF REQUIRED UTILITY CONNECTIONS. W `\ -.111..mms" I DESIGN CRITERIA PROFESSIONAL .`�C. J ��� GOLF COURSE STORAGE BUILDING 4.'�P`,`�K•EN• •.SF JOB NO�X2613002 AT MARK C. JANSEN, P.E.F '? N: DW P.E. # 56059 _ • SEBASTIAN MUNICIPAL AIRPORT AMERICAN - 0.56 9 DESIGN: MCJ SEBASTIAN FLORIDA INFRASTRUCTURE 37 N. Orange Avenue, suite 500 � AT O Orlando, Florida 32801-2459 •, '• p• ? • SJRWMD LETTER MOD.#: IND -061-68172-19 DEVELOPMENT, INC. 407-992-6611 Office •%�S �'�� ••''• ,CHECKED: MJ Florida Certificate �'. FDOT FIN: 429695-1-94-01 ficae o 0 :s� ��. � FDOT PROJECT: PFL0007956 Authorization No.: 28731 / DATE: 10 AUGUST 2015 '•�.08/21/2015 UTILITIES PLAN BID DOCUMENTS 9/23/2015 l REV. NO DATE REVISIONS: DESCRIPTION: EOR MUNICIPAL AIRPORT MAXIMI'' DISTAN 12' TYPICAL VALVE LOCATION FOR UNPAVED ROADS REFLECTIVE MARKER VALVES SHALL BE LOCATED ADJACENT TO TEE OR CROSS INDICATE DISTANCE FROM RIGHT OF WAY (TYP) REFLECTIVE MARKER (ONE REQUIRED FOR EACH VALVE) NOTES 1. VALVE SPACING ON WATER MAINS SHALL NOT EXCEED 1000' MAXIMUM. 2. A MINIMUM COVER OF 36' IS REQUIRED ABOVE BELL OF D.I.P. AND P.V.C. PIPE. 3. CONTRACTOR I$ RESPONSIBLE FOR THE INSTALLATION OF BLUE REFLEC71VE MARKERS (RAISED PENDANT MONUMENT) INDICATING A FIRE HYDRANT AND SHALL BE LOCATED IN THE CENTERLINE OF THE LANE CLOSEST TO THE HYDRANT. 4. WATER MAIN VALVE REFLECTIVE MARKER SHALL BE LOCATED ON EDGE OF LINE OR 4" INSIDE EDGE OF UNE 5, DEAD END LINES, VALVES, AND HYDRANTS SHALL BE RESTRAINED. 6• ALL LINES SHALL BE A MINIMUM 10' OFFSET FROM BUILDINGS. 7. REFLECTIVE MARKERS FOR: FIRE HYDRANT - BLUE WATER MAIN VALVE - WHITE FORCE MAIN VALVE - GREEN REUESE MAIN VALVE - PURPLE BRINE - BROWN 8. THE APPROPRIATE REFLECTIVE MARKER IS REQUIRED FOR EACH VALVE. 9. REFLECTIVE MARKER SHALL NOT BE PLACED IN BICYCLE LANE. f INDIAN RIVER COUNTY .K °� PI R E HYDRANT DRAWING DEPARTMENT OF AND D V 11 L TCC' YV , � —1 UTILITIES SERVICES L OR {LOCATION DETAIL) ''� l 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 1 N FRASTRUCTURE DEVELOPMENT, INC. Florida Certificate of Authorization No.: 28731 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' 45' MEGA—LUG RESTRAINT `Q LJ OR EQUAL M.J/ - VARIES = ANCHOR TEE FOR 6" PLAN VIEW MECHANICAL JOINT 6" VALVE BOX - ,0 v l�yJ o M V u PUMPER NOZZLE----,: – FACING ROADWAY ACCESS I FINISHED GRADE N 'J /6"GATE VALVE 6" DIP PIPE + 1.5 CU. FT. CONCRETE DIRECT CONNECTION (ANCHOR TYPE) 6" (MIN) WATER MAIN ELEVATION UNDISTURBED 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 CL OF THE PUMPER CONNECTION SHALL BE 18" MINIMUM ABOVE THE C 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.) 8. 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. jj DRAWING INDIAN RIVER COUNTY NO. DEPARTMENT OF Q(�Ni FIRE HYDRANT DETAILS UI'ILI`I'IES SERVICES���' W— 2 IORV MARCH sw+ C105 DETAILS BID DOCUMENTS 9/23/2015 DESIGN CRITERIA PROFESSIONAL X00' K C. JA �.�Q,� •ETV' • Fy �. JOB X2613002 •• MARK C. JANSEN, P.E. ' RAWN: DW P.E. # 56059 �.560 9 ; No _ 37 N. Orange Avenue, Suite 500 = TE F DESIGN: MCJ Orlando, Florida 32801-2459 % .� •' ?�`.` ',�S' ••<OR • C��: ' CHECKED: MJ 407-992-6611 Office ••' /ONA`����. DATE: 10 AUGUST 2015 08/21/2015 C105 DETAILS BID DOCUMENTS 9/23/2015 <�HAMGAR A INSTALL 48" SPLICE BOX VAULT FOR PUMP 3-50KVA TO BE REMOVED BY CITY 1 , C 1t f CD co M c 9 REVISIONS: L REV. NO DATE DESCRIPTION: EOR a �v Q o CL a.4.> 00 CD s NcoMUNICIPAL AIRPORT izz FP{ z g FP.FP{ �'- FPL--.-� FPL xn .-''-•. FPL SECONDARY CONDUIT 3.5" MINIMUM 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 —�.- PMTX 150 KVA 3 ph 277/480V L �r J" -n_ REPLACE 1-4" PVC WITH 1-6" DIRECTIONAL BORE 12' MIN. BELOW EXISTING GRADE REPLACE 1-4" PVC WITH 1-6" DIRECTIONAL BORE 12' MIN. BELOW EXISTING GRADE MAT MAT FOR CLUB HOUSE TO BE REMOVED BY�'° CITY SEBASTAIN PM(T�I 3000 K(�VA wy�� FPL _— � FPL 3 120/208V n£ ���"��iso FPL ---- FPL— } V^�~ -- FPL �� FPL____ FPL____ FPL FPLC Fj FPL 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 0 AMERICAN I N FRASTRUCTURE DEVELOPMENT, INC. Florida Certificate of Authorization No.: 28731 A h a� I FPLC— { j EXISTING 48" fit LL SPLICE BOX DESIGN CRITERIA PROFESSIONAL MARK C. JANSEN, P.E. P.E. # 56059 37 N. Orange Avenue, Suite 500 Orlando, Florida 32801-2459 407-992-6611 Office JOB NO: X2613002 DRAWN: DW DESIGN: MCJ CHECKED: MJ DATE: 10 AUGUST 2015 0 50' 100' 200' FLORIDA POWER & LIGHT PLAN BID DOCUMENTS 9/23/2015 I � 8" CMU 0o I CHEMICAL STORAGE `D 201 LINE OF ROOF ABOVE S 41, 1 LL10_1 IL C1 ICHEMICAL STORAGE BUILDING FLOOR PLAN SCALE: 1/8" =1'-0" METAL ROOF PANEL 12 METAL FASCIA TRIM 1/2 TOP OF WALL � 7 1 1 1 1 1 8'-8" WOOD SIDING PANEL INFILL CMU, PAINT B1ISCALE: CHEMICAL STORAGE EXTERIOR ELEVATION 1/8" =1'-0" 6'-8" 4'-8- 164" B3 A-101 0 4' 8' PLAN NORTH 0 4' 8' TOP OF WALL TOP OF WALL , / \ WOOD SIDING PANEL 2111 ; �� �. CMU, PAINT 16' B3 I CHEMICAL STORAGE EXTERIOR ELEVATION SCALE: 1/8" =1'-0" DOOR SCHEDULE DOOR ROOM FRAME HARDWARE FIRE NO. NO. TYPE WIDTH HEIGHT MATERIAL FINISH TYPE MATERIAL FINISH SET RATING 201 201 DF (2)3'-2" 7'-0" HM HM: HOLLOW METAL STL: STEEL PT: PAINT o� 3 0 s c� z 0 mDOOR Al SCHEDULE LU SCALE: NOT TO SCALE Cn REVISIONS: REV. NO DATE DESCRIPTION: U-1 oW o .o 66 rz 66 Q' U L o N � r C' c PT 2 HM PT 2 - - •'MUNICIPAL AIRPORT NOTES 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 0 4' 8' 16' AMERICAN 1 N FRASTRUCTURE DEVELOPMENT, INC. Florida Certificate of Authorization No.: 28731 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 0 Exit enclosures and exit passageways: B o Corridors: B 0 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): • Group S-1: Requirements listed are not exceeded, therefore no requirement. 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: • Roofs: R40 • Walls, above grade: R-30 • Opaque Doors: o Swinging = U-.70 0 Non -swinging = U-1.45 • Windows: U-.45 A4 CODE SUMMARY SCALE: NOT TO SCALE ARCHITECT OF RECORD JOB NO: - �DRAWN: - TEr Hi' F'LFNtQ N�1NC YtiatmMMINR RFA Architect & Associates, Inc. DESIGN: 1808 Pierce Drive, Lake Worth, FL 33460 (561) 540-5240 voice / (561) 585-0534 fa af��I� f CHECKED: (954) 309-9776 cell rfa.arch@gmail.com RYAN A. FORNEY DATE: 10 AUG. 2015 FL. LIC. #AA 26000531 AR 0017384 CODE SUMMARY, FLOOR PLAN EXTERIOR ELEVATIONS & DOOR SCHEDULE A-101 BID DOCUMENTS 9/23/2015 f2 o REV. NO Of 0 a o a 0 0 C-1 co N � co I1 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 26 • 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 C1 1. Table 803.5, Interior Wall and Ceiling Finish Requirements A-201 a Exit enclosures and exit passageways: B 0.9 1 2 3 4 5 5.1 6 a Corridors: B o Rooms and enclosed spaces: C 2. 804, Interior Floor Finish: Class II Materials � 5'-5" � 4'-0" ), 4'-6" � 3'-4" � I '-7" 12'-0" �, I-8" f 12'-0" � i i ' E. Chapter 10 - Means of Egress 1. Table 1004.1.1, Occupant Load (1: Table 14.8.1.2): t— — — — — — — — — — — • 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): AC STORAGE (_ OILETU 1103 • Other Components: .20 inchesloccupant = 2.4 inches METAL BUILDING I 102 1 i CORNER COLUMN, TYPICAL 1 0 108 inches of door opening provided 1 1 ,I 1 1 � 3. Table 1015.1, Spaces with One Exit or Exit Access Doorway (1:14.9): Al 1 1 i) �, �i i A-401 i i r I • S = 29 Occupants. One exit required 13 provided _ _ # _ _ _ _L 4. Table 1016.1, Exit Access Travel Distance: N — _ �I • METAL BUILDING i r i ii r l S-1: 200 feet END WALL COLUMN, TYPICALI Chapter 9 • Fire Protection Systems —�— — — — STORAGE — — — —�— — — — —— — — -�I C i 101 i i FLAMMABLE STORAGE CABINET, i r 1.903, Automatic Sprinkler Systems (1;13.3.2.25.2): B1 PROVIDED BY OWNER I B3 • Group S-1: Requirements listed are not exceeded, therefore no requirement. A-201 I I () A-201 i i i i l 2. 906, Portable Fire Extinguishers (1: 13.6): • Extinguishers are required by occupancy designation • Shall be located in conspicuous locations; unobstructed and unobscured. FIRE EXTINGUISHER 0 Maximum travel distance to extinguishers shall be 75 feet. 3. 907, Fire Alarm and Detection Systems (1: 13.7.2.22.2): N Group S-1: No requirements noted (requirements not exceeded) FIRE EXTINGUISHER I i. Chapter 29 -Plumbing Systems OE i r I 1. 2902, Minimum Plumbing Facilities: ! I Water Closets o 0 0 0 c • Male:1 per 100 =1 required I. .I I Female: 1 per 100 = 1 required LF ROOF ABOVE Lavatories I • Male:1 per 100 =1 required INE O 12' 0" 5' 4" I I Female: t per 100 =1 re uired Drinking Fountain 1 per 1,000 =1 requireD (Not required for an occupancy of less than 15 = 0 required) I I ( I I I Service Sink -1 required l i i i i i t ENERGY CODE 6" 0 BOLLARD, SEE DETAIL A4/S-101, TYPICAL J. Chapter 3 •Climate Zones 1. Table 301.1, Climate Zones by County: Brevard County =Climate Zone 2A K. Chapter 5 - Commercial Energy Efficiency CF — -------— —cl--� —0 —-------- ---- --O — --- ---- -- — O— — — -O — — — 2. Table 502.2(1),Building Envelope Requirements: ---——-----------——------- — o PLAN Al NORTH Roofs: R-40 A 201 • Walls, above grade: R-30 CONCRETE P SHBLOC , • Opaque Doors: TYPICAL o Swinging = U-.70 o Non -swinging = U-1.45 • Windows: U-.45 Al GOLF COURSE STORAGE BUILDING FLOOR PLAN 0 4' 8' 16' A4 1CODESUMMARY SCALE:118" =1'•0" SCALE: NOT TO SCALE REVISIONS: GOLF COURSE STORAGE BUILDING DESIGN CRITERIA PROFESSIONAL I JOB NO: X2613002 DATE DESCRIPTION: EOR AT I DRAWN: -� SEBASTIAN MUNICIPAL AIRPORT AMERICAN Li INFRASTRUCTURE DESIGN: SEBASTIAN, FLORIDA SJRWMD LETTER MOD.#: IND -061-68172-19 DEVELOPMENT, INC. I CHECKED: FDOT FIN: 429695-1-94-01 Florida Certificate of MUNICIPAL AIRPORT FDOT PROJECT: PFL0007956 Authorization No.: 28731 I DATE: 5 JUNE 2015 GOLF BUILDING FLOOR PLAN A-1 02 BID DOCUMENTS 9/23/2015 LOUVER, SEE MECHANICAL I I I 13-10 1 1 1 1 1 1 1 11I�J1 11111_U_J_�l_ll��lJ 1�111�111�1 �-- METAL DOWNSPOUT, TYPICAL METAL CORNER TRIM r C-� C�=------------J=-�—----------C—-----------=1-►� METAL WALL PANEL BOLLARD, SEE A4/A-101 METAL ROOF PANEL METAL GUTTER EAVE HEIGHT 1 Cl WEST ELEVATION SCALE: 1/8" =1'-0" 12 -11 METAL ROOF PANELS EAVE HEIGHT -� -- EAVE HEIGHT METAL GUTTER 12'-1 3/4" METAL DOWNSPOUT " METAL CORNER TRIM SCULPTED GABLE END TRIM CANOPY COLUMN CONCRETE SPLASH BLOCK 1 METAL WALL PANEL BOLLARD, SEE A4/A-101 B1 I SOUTHELEVATION METAL ROOF PANEL METAL GUTTER � \ EAVE HEIGHT 12'-1 3/4" ® 1.111111 I I I I I I I I I I IJ_I11J_II.,U., METAL DOWNSPOUT, TYPICAL _ METAL CORNER TRIM - W1 1011 Al I EAST ELEVATION 0 4' 8' EAVE HEIGHT 12'-1 3/4" SCULPTED GABLE END TRIM CANOPY COLUMN -ZZ 16' B3 I NORTH ELEVATION SCALE: 1/8" =1'-0" .11IIIIIIIIIIIIIIIIIIIIIIIII_ Ig llllllllllllllllllllllllllLl I Y r 11�111d , ----------- ----------- METAL WALL PANEL BOLLARD, SEE A4/S-101 REVISIONS: REV. NO DATE DESCRIPTION: EOR MUNICIPAL AIRPORT co 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 -k J-1 C—D 0 4' 8' 16' 12 _ EAVE HEIGHT METAL GUTTER METAL DOWNSPOUT / METAL BUILDING FRAME '1 t0 E I i CONCRETE SPLASH BLOCK L--------------------------� METAL WALL PANEL 0 4' 8' 16' ® DESIGN CRITERIA PROFESSIONAL AMERICAN I NFRASTRUCTURE DEVELOPMENT, INC. Florida Certificate of Authorization No.: 28731 0 4' 8' 16' JOB NO: X2613002 EXTERIOR DRAWN: ELEVATIONS DESIGN: CHECKED: A-201 DATE: 5 JUNE 2015 BID DOCUMENTS 9/23/2015 3 v i 0 0 rn N C'7 ti J Q w 0 co 0 0 EL 0 Co �a C6 N Ct 0 F9 9* m m N .�- 42" MIN. GRAB 12" MAX. BARS ' 36" MAX. ti NOTE: TYPICAL TOILET ELEVATION FOR THE PHYSICALLY HANDICAPPED B1 ACCESSORY MOUNTING HEIGHTS SCALE: NOT TO SCALE OA - o - ^� MIRROR amm J Q O 36" MIN. I Z:i w CID r ❑ = o L o _ v 18" - 30" 30" 6" M\"""' 5' 0" CLEAR —/—CLEAR MIN. MIN. INSULATE ALL EXPOSE TO MEET ADA ACCESSIBILITY REQUIREMENTS. USE PIPE COVERS BY TRU-BRO OR EQUIVALENT 1 60 SIM I 1 I CD ENLARGED TOILET ROOM PLAN Ito > 1 SCALE: 114" =1'-0" co Cn o REV. NO DATE of 0 Q CL o N CL 2 0 9 m N n - a REVISIONS: DESCRIPTION: EOR 5 SIM TOILET 6 I AC STORAGE �� 103 _ 103 � 1Q 10'-0" 2'1 f 5'-1" 2'-21/2" �,II MUNICIPAL AIRPORT PLAN NORTH PEMB FRAME EXTEND CEILING TO EXTERIOR BUILDING WALL 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 B3 IWALL TYPE 2 SCALE: NOT TO SCALE ACCESSORIES SCHEDULE (D ITEM 1� PAPER TOWEL DISPENSER / WASTE RECEPTACLE 1 �2 TOILET PAPER HOLDER 1 Q) 36" GRAB BAR, STAINLESS STEEL 1 ® 42" GRAB BAR, STAINLESS STEEL 1 Q 18" VERTICAL GRAB BAR, STAINLESS STEEL 1 © SOAP DISPENSER 1 �7 MIRROR 1 GENERAL NOTES: 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. ° 4' 8' 16' A3 I ACCESSORY SCHEDULE SCALE: NOT TO SCALE 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 A4 WALL TYPE 1 SCALE: NOT TO SCALE DESIGN CRITERIA PROFESSIONAL 518" CDX PLYWOOD DRYWALL "J" CHANNEL 7" X 10" ALUMINUM OSHA COMPLIANT SAFETY SIGN AT (2) LOCATIONS, TO READ "NO STORAGE" OR SIMILAR, TOP OF SIGN ELEVATION BELOW TRIM BOX BEAM HEADER 6" LGMS (SSMA 6005162-43) JOISTS @ 16" OC 3-5/8" 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 ENLARGED FLOOR DRAWN: PLAN AND DETAILS DESIGN: CHECKED: A-401 DATE: 5 JUNE 2015 BID DOCUMENTS 9/23/2015 Q m N O co CD o REV. NO Mo LO CL CD 2 a o L w s N co U - NOTE: IMPACT TESTED ASSEMBLY Al WINDOW TYPE SCALE: NOT TO SCALE REVISIONS: DATE DESCRIPTION: 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; All 56.4; CO2021 1 Weather-stripping 1 Door Sweep 1 Threshold; A156.21; J36190 Door Hardware Set No. 2 to have the following: Qty. Item 1 Continuous Hinge; A156.26; A31031G2 2 Lock Set; All 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; Al 56,4; CO20211 1 Coordinator and carry -open bar; A156.3;1 1 Weather-stripping 1 Astragal; Al 56.221 1 Door Sweep 1 Threshold; Al 56.21; J3619021 Door Hardware Set No. 3 to have the following: Qty. Item 3 Hinges; All 56.1; A51111 1 Lock Set; Al 56.13; Grade 1, Function 07 (interior and exterior lever handles) 1 Closer; Al 56.4; 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; Al 56.13; Grade 1, Function 02 with occupancy indicator (interior and exterior lever handles) 1 Closer; Al 56.4; CO2012 1 Wall Stop; A156.16; L0210 ALL OPERABLE HARDWARE SHALL BE OPERABLE BY 5 OR LESS LBS OF FORCE. BZ IDOOR HARDWARE SCHEDULE SCALE: NOT TO SCALE 2" AS SCH N U a FF 1 AS SCH 2" AS SCH `v U Cn coQ FF 2 FRAME TYPES AS SCH , 1 U DF DOOR TYPES TYPES: SF - SINGLE FLUSH DF DOUBLE FLUSH OCD - OVERHEAD COILING DOOR A2 DOOR AND FRAME TYPES SCALE: NOT TO SCALE EOR �1 MUNICIPAL AIRPORT I� AS SCH HM: HOLLOW METAL STL: STEEL PT: PAINT B3 IDOOR SCHEDULE SCALE: NOT TO SCALE ROOM N0. ROOM NAME FLOOR BASE 101 STORAGE �'ONC/SEALED - 102 AC STORAGE ;ANC/SEALEC VWB DOOR SCHEDULE TOILET ;ANC/SEALEE VWB 201 CHEMICAL STORAGE DOOR CMU FRAME DOOR NO. ROOM NO. OCD TYPE WIDTH HEIGHT MATERIAL FINISH TYPE MATERIAL 101A 101 SF 3-0" T-0" HM PT 1 HM 101B 101 OCD 12'-0" 12'-0" STL - - STL 101C 101 OCD 12'-0" 12'-0" STL - - STL 101D 101 OCD 12'-0" 12'-0" STL - - STL I 101E 101 SF 3-0" T-0" HM PT 1 HM 101F 101 OCD 12'-0" 12'-0" STL - - STL 101G 101 OCD 12'-0" 12'-0" STL - - STL 101H 101 OCD 12'-0" 12'-0" STL - - STL 1011 101 SF 3'4" T-0" HM PT 1 HM 102 102 SF 3--0" T-0" HM PT 1 HM 103 103 SF T-0" T-0" HM PT 1 HM 201 201 DF (2)3'-2" T-0" HM PT 2 HM HM: HOLLOW METAL STL: STEEL PT: PAINT B3 IDOOR SCHEDULE SCALE: NOT TO SCALE ROOM N0. ROOM NAME FLOOR BASE 101 STORAGE �'ONC/SEALED - 102 AC STORAGE ;ANC/SEALEC VWB 103 TOILET ;ANC/SEALEE VWB 201 CHEMICAL STORAGE 3ONC/SEALE1 - FINISH ROOM FINISH SCHEDULE WALLS (SUBSTRATE/FINISH) NORTH SOUTH EAST WEST MP CONC: CONCRETE = VWB: VINYL WALL BASE W GYP BD: GYPSUM WALL BOARD GYP BD/ PT PT: PAINT CMU MP: METAL PANEL I� OCD 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 IROOM FINISH SCHEDULE SCALE: NOT TO SCALE GOLF COURSE STORAGE BUILDING o AT 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 DESIGN CRITERIA PROFESSIONAL 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 FIRE RATING Ali : � • �Z. c iI:� DESIGN: CHECKED: DATE: 5 JUNE 2015 NOTES NOTES i DOOR AND WINDOW TYPES AND SCHEDULES A-601 BID DOCUMENTS 9/23/2015 GENERAL NOTES: 1) CODES AND REFERENCE STANDARDS: FLORIDA BUILDING CODE - 2010 EDITION WITH 2012 SUPPLEMENT 2) ALLOWABLE SOIL BEARING PRESSURE: 2500 PSF 3) 2010 FBC DESIGN DATA: CHEMICAL STORAGE BUILDING: A). ROOF DEAD LOAD: 6 PSF B). ROOF LIVE LOAD: 20 PSF C). FLOOR LIVE LOAD: STORAGE AREA: 125 PSF D). WIND LOAD - BASIC WIND SPEED (3 -SECOND GUST): 150 MPH (ULT) -RISK CATEGORY: I -EXPOSURE CATEGORY: [C] -INTERNAL PRESSURE COEFFICIENT: ±0.18 -DESIGN WIND PRESSURE (MWFRS) -WALLS (HORIZONTAL): 36 PSF -ROOF (UPLIFT) 40 PSF -DESIGN WIND PRESSURE (C&C) -CHEMICAL STORAGE BUILDING DOOR ±46.1 PSF 4) THE CONTRACTOR SHALL COORDINATE THE ARCHITECTURAL, PLUMBING, HVAC, AND ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION NOT INDICATED ON THE STRUCTURAL DRAWINGS. SUCH INFORMATION INCLUDES, AS A MINIMUM, EMBEDDED SLEEVES AND INSERTS, MISCELLANEOUS DETAILS, SPECIAL FLOOR FINISHES, DOOR THRESHOLDS, SLOPES TO DRAINS, NAILERS, OPENINGS IN STRUCTURAL ELEMENTS, ETC. EARTHWORK BELOW BUILDING: EARTHWORK ACCORDING TO THE GEOTECHNICAL ENGINEER'S REPORT IS SUMMARIZED BELOW FOR CONVENIENCE. REFER TO THE REPORT FROM KSM ENGINEERING AND TESTING, INC. DATED JUNE 27, 2013 FOR FURTHER REQUIREMENTS. 1) THE PROPOSED CONSTRUCTION SHALL BE STRIPPED AND GRUBBED OF SURFACE DEBRIS, INCLUDING VEGETATION, ROOTS AND ORGANIC MATTER. STUMPS SHALL BE REMOVED ENTIRELY. EARTHWORK SHALL EXTEND A MINIMUM OF 5 FEET BEYOND THE BUILDING FOUNDATION PERIMETER. 2) COMPACT THE EXPOSED SUBGRADE TO DRY DENSITY OF AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY MODIFIED PROCTOR COMPACTION TEST METHOD (ASTM D-1557) TO A DEPTH OF AT LEAST 2 FEET BELOW STRIPPED SURFACE OR AT LEAST 2 FEET BELOW FOUNDATION LEVEL, WHICHEVER IS GREATER. 3) PROOFROLL THE SUBGRADE EXPOSED SURFACE. REMOVE ALL SOFT OR LOOSE SOILS AND REPLACE WITH SELECT FILL. 4) COORDINATE INSPECTION AND TESTING SERVICES IN ORDER FOR THE SPECIAL INSPECTOR TO TEST THE SUBGRADE MOISTURE/DENSITY AT LEAST EVERY 2,500 SF OF BUILDING PAD AREA FOR "DENSITY CONTROL OF COMPACTION" ACCORDING TO THE LATEST ASTM D-2922 AND ASTM D-3017 (AT LEAST 2 TESTS MINIMUM). 5) SELECT FILL BELOW THE SLAB SHALL CONSIST OF CLEAN GRANULAR SANDS (LESS THAN 10 PERCENT MATERIAL PASSING THE U.S. STANDARD No. 200 MESH SIEVE). SELECT FILL SHALL BE THE THICKNESS REQUIRED TO BRING GRADE TO THE REQUIRED ELEVATION COMPACTED IN THE FIELD NOT TO EXCEED 12" LIFTS LOOSE MEASURE TO A DRY DENSITY OF AT LEAST 95 PERCENT AS DETERMINED BY MODIFIED PROCTOR COMPACTION TEST METHOD (ASTM D-1557) AND TESTED FOR COMPACTION (AS DESCRIBED ABOVE AND IN THE GEOTECHNICAL ENGINEER'S REPORT) AND APPROVED BEFORE THE PLACEMENT OF SUBSEQUENT LIFTS. 6) PRIOR TO THE PLACEMENT OF REINFORCING STEEL AND CONCRETE, VERIFY COMPACTION WITHIN THE FOOTING TRENCHES TO A DEPTH OF 2 FEET BELOW THE BOTTOM OF FOOTING LEVEL. TEST EVERY COLUMN FOOTING AND AT LEAST ONE TEST PER EVERY 50 FEET OF WALL FOOTING, OR A MINIMUM OF 3 TESTS, WHICHEVER IS GREATER AS RECOMMENDED IN THE GEOTECHNICAL ENGINEER'S REPORT. 7) PROVIDE VAPOR BARRIER UNDER ALL BUILDING SLABS. VAPOR BARRIER SHALL BE 10 MIL THICK PLASTIC VAPOR BARRIER, TYPE RECOMMENDED TO BE IN CONTACT WITH SOIL OR FILL UNDER A CONCRETE SLAB, LISTED IN ASTM 1745, WITH A PERMANENCE LESS THAN 0.03 AS DETERMINED BY ASTM E96 B. POLYETHYLENE IS NOT ACCEPTABLE. INSTALL VAPOR BARRIER SOLIDLY BELOW SLAB SURFACE WITH JOINTS LAPPED AT LEAST 6 INCHES AND TAPED CONTINUOUSLY WITH RECOMMENDED PRESSURE -SENSITIVE TAPE. EXTEND VAPOR BARRIER DOWN THE SIDES OF BEAM AND TERMINATE SO THAT IT DOES NOT EXTEND ACROSS THE TRENCH BOTTOM. VERIFY THAT VAPOR BARRIER IS COMPATIBLE WITH PROPOSED FLOOR FINISHES. 8) COORDINATE BUILDING OFFICIAL INSPECTION AFTER EXCAVATING FOR FOOTINGS AND PLACEMENT OF ALL REINFORCING STEEL, WITH FORMWORK IN PLACE.(IBC CHAPTER 109.3.1) THE BUILDING OFFICIAL MAY ACCEPT A REVIEW BY A LICENSED PROFESSIONAL ENGINEER IN PLACE OF THE BUILDING OFFICIAL CONDUCTING THE REVIEW. 9) SPECIAL INSPECTORS SHALL PREPARE, SIGN AND SUBMIT TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE (RDPIRC) WITH A COPY TO THE OWNER AND THE GENERAL CONTRACTOR (AND TO THE BUILDING OFFICIAL IF THEY REQUEST) THEIR "REPORT OF REQUIRED SPECIAL INSPECTIONS" AFTER THE GENERAL CONTRACTOR COMPLETES HIS WORK ACCORDING TO THE APPROVED PLANS. THE SPECIAL INSPECTOR SHALL PREPARE HIS "REPORT OF REQUIRED INSPECTIONS" USING THE FORM APPROVED BY AND AVAILABLE FROM THE BUILDING OFFICIAL. CONCRETE: 1) CONSTRUCT FORMWORK TO MAINTAIN TOLERANCES AS OUTLINED IN ACI 347. REUSE FORMWORK ACCORDING TO ACI 347. EXTEND FORMWORK AT LEAST SIX (6) INCHES BELOW THE FINISH GRADE ELEVATION ON PERIMETER BEAMS. CUT TEMPORARY PORT OPENINGS IN ORDER TO DRAIN EXPOSED TRENCHES DURING CONSTRUCTION IN CASE OF INCLEMENT WEATHER. 2) FORM KEYED CONSTRUCTION JOINTS WITH PRE -FORMED GALVANIZED STEEL WITH TONGUE AND GROOVE TYPE PROFILE AND KNOCKOUT HOLES AT 6 INCHES ON CENTER FOR DOWEL PLACEMENT. 3) TRENCH GRADE BEAMS IN ORDER TO PROVIDE THE BEAM CROSS SECTION INDICATED. BEAM AND SLAB DEPTHS AND WIDTHS INDICATED ARE MINIMUM ACCEPTABLE SIZES. LARGER SIZE BEAMS AND SLABS FORMED BY LESS ACCURATE TRENCHING MAY REQUIRE ADDITIONAL REINFORCING NOT SHOWN WHICH SHALL BE DETERMINED BY THE STRUCTURAL ENGINEER DURING CONSTRUCTION REVIEW. ALL LOOSE DIRT FROM SIDES AND BOTTOMS OF TRENCHES SHALL BE REMOVED. CUT HAUNCHES ON EACH SIDE OF TRENCHES OF ADEQUATE SIZE TO MAINTAIN THE VERTICAL SIDES OF THE TRENCH. 4) WHERE TREES EXIST WITHIN FIVE FEET OF FOUNDATION, DEEPEN BEAMS A MINIMUM OF 24" BELOW SPECIFIED BEAM DEPTH FOR A DISTANCE OF TEN FEET IN EACH DIRECTION OF TREE (TOTAL LENGTH OF TWENTY FEET). CUT OFF AND TREAT ALL ROOTS EXTENDING UNDER THE FOUNDATION TO PREVENT ANY FUTURE ROOT GROWTH UNDER THE FOUNDATION. REINFORCE THE DEEPENED BEAM SECTION WITH 247 BARS CONTINUOUS AND PROVIDE'Z' TRANSITION BARS AT DEEPENED SECTION ENDS. LAP BOTTOM BEAM REINFORCING. 3 v 0 0 C9 Z Uj Al m GENERAL NOTES C.D NOT TO SCALE 0 Cn J REV. NO DATE w U CL to CP Q 2 CD 45 a L o� N d izz N CO REVISIONS: DESCRIPTION: 5) TRENCH BELOW THE SLAB THICKNESS FOR PLACING ELECTRICAL CONDUIT AND PLUMBING LINES. BURY ELECTRICAL CONDUIT AND PLUMBING LINES BELOW THE SLAB THICKNESS AND OUTSIDE OF THE GRADE BEAM TRENCHES. DO NOT PLACE CONDUIT OR PLUMBING PIPES UNDER AND PARALLEL TO GRADE BEAMS. WRAP ANY SEWER, STORM, WATER OR ELECTRICAL PIPING LINES CROSSING GRADE BEAMS WITH PVC SLEEVES FOR PROTECTION FROM GROUND MOVEMENTS. EXTEND SLEEVES AT LEAST 6 INCHES PAST THE TRENCH WIDTH. ISOLATE CONCRETE -ENCASED GROUNDING ELECTRODE FROM STRUCTURAL REINFORCING. 6) PROVIDE PVC DUMBBELL WATERSTOPS WITH CENTER BULB (DURAJOINT OR EQUIVALENT) IN CONCRETE CONSTRUCTION JOINTS BELOW GRADE AS PER MANUFACTURER'S RECOMMENDATIONS. 7) ' INSPECTION OF FABRICATORS (IBC CHAPTER 1704.2) THE REINFORCING STEEL FABRICATOR SHALL SUBMIT TO THE RDPIRC WITH A COPY TO THE OWNER AND THE GENERAL CONTRACTOR A CERTIFICATE OF COMPLIANCE STATING THAT HE FABRICATED HIS WORK EITHER UNDER THE INSPECTION SERVICES OF A SPECIAL INSPECTOR OR UNDER THE INSPECTION SERVICES OF HIS NATIONALLY RECOGNIZED TRADE ORGANIZATION THAT REQUIRES QUALITY CONTROL INSPECTIONS. 8) CONCRETE SHALL DEVELOP A 28 -DAY COMPRESSIVE STRESS (F -C) OF AT LEAST 4,000 PSI. MIX CONCRETE ACCORDING TO ACI 301. WATER CEMENT RATIO SHALL NOT EXCEED 0.45 (4,000 PSI). USE A MAXIMUM AGGREGATE SIZE OF 1 1/8" OR ACCORDING TO ACI 318. MAXIMUM AGGREGATE SIZE BETWEEN BARS SHALL ALSO PERTAIN TO BETWEEN THE FORMS AND BARS. 9) THE PROPORTIONS OF MATERIALS AND USE OF ADMIXTURES INFLUENCE THE CONCRETE STRENGTH ALONG WITH THE MEANS AND METHODS OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE TO DETERMINE THAT THE CONCRETE IS SUITABLE FOR ITS INTENDED PURPOSE. THE ENGINEER RECOMMENDS THE CONTRACTOR CONSIDER THE FOLLOWING IN DETERMINING THE CONCRETE FOR THIS PROJECT: CEMENT SHALL BE TYPE 1 (GRAY). FLY ASH SHALL BE ASTM C618, CLASS C. IF FLY ASH IS USED, DO NOT EXCEED 20% OF THE TOTAL FLY ASH AND CEMENT USED BY WEIGHT. INCLUDE A POLYMERIC COMPOUND WATER -REDUCING ADMIXTURE THAT COMPLIES WITH ASTM C494. DO NOT ADD AN AIR ENTRAINMENT ADDITIVE. MIX SHALL RESULT IN A FINISHED CONCRETE PRODUCT WITH MOISTURE CONTENTS NECESSARY TO PROPERLY CURE THE CONCRETE. FLOOR SEALERS, HARDENERS, FINISHES AND COVERINGS SHALL BE COMPATIBLE WITH CONCRETE PROPERTIES (IE, BUT NOT LIMITED TO, MOISTURE AND ALKALINITY PROPERTIES). 10) BEFORE PLACEMENT OF ANY CONCRETE, SUBMIT CONCRETE MIX DESIGN(S) TO BE USED ON THE PROJECT TO THE ENGINEER. CONCRETE SHALL BE IN STRICT ACCORDANCE WITH THE MIX DESIGN. 11) PLACE AND CURE CONCRETE ACCORDING TO ACI 302. IR. DO NOT USE CONCRETE THAT HAS NOT BEEN PLACED IN THE FORMS BEFORE 1.5 HOURS AFTER THE INITIAL MIXING WATER WAS ADDED, REGARDLESS OF TEMPERATURE OR SLUMP - NO EXCEPTIONS. FINISH ACCORDING TO ACI 117 TOLERANCES. FINISH THE SLAB SURFACE TO AT LEAST AN F NUMBER VALUE OF FF-251FL-20. 12) ALL EXPOSED EDGES OF CONCRETE SHALL HAVE A %' CHAMFER OR AS SHOWN ON DRAWINGS. 13) COORDINATE STRUCTURAL ENGINEER'S REVIEW, THE BUILDING OFFICIAL INSPECTION AND THE SPECIAL INSPECTOR INSPECTION AND TESTING SERVICES BEFORE EACH CONCRETE PLACEMENT. THE BUILDING OFFICIAL SHALL INSPECT FOOTINGS AND FOUNDATIONS (IBC SECTION 109). THE BUILDING OFFICIAL MAY ACCEPT A REVIEW BY THE STRUCTURAL ENGINEER IN PLACE OF THE BUILDING OFFICIAL CONDUCTING THE REVIEW. 14) BEFORE CONCRETE PLACEMENT, THE SPECIAL INSPECTOR (SI) SHALL INSPECT ALL REINFORCING STEEL, VERIFY QUANTITIES AND PLACEMENT ALONG WITH PROPER CONCRETE PROTECTION FOR REINFORCEMENT, INSPECT WELDED REINFORCING STEEL, INSPECT ALL BOLTS INSTALLED IN CONCRETE, AND VERIFY THE USE OF THE REPORTED MIX DESIGN(S) AT THE BEGINNING OF EACH DAY'S POUR FOR EACH TYPE OF CONCRETE, 15) DURING CONCRETE PLACEMENT, THE SPECIAL INSPECTOR (SI) SHALL MONITOR AND TEST THE CONCRETE ACCORDING TO ACI 311.51R. BATCH PLANT INSPECTION IS NOT REQUIRED. TEST ACCORDING TO FREQUENCY REQUIREMENTS IN ACI 318, SECTION 5.6.2.1. TEST NUMBER OF TEST SPECIMENS ACCORDING TO ACI 311,5R, SECTION 2.4.13. REJECT OR ACCEPT CONCRETE BASED ON THE RESULTS OF TESTS. 16) DURING CONCRETE PLACEMENT, THE SPECIAL INSPECTOR (SI) SHALL WITNESS PROPER APPLICATION TECHNIQUES. VERIFY AND INSPECT FOR MAINTENANCE OF THE CURING TEMPERATURE AND TECHNIQUES, 17) THE SPECIAL INSPECTOR SHALL PREPARE, SIGN AND SUBMIT TO THE RDPIRC WITH A COPY TO THE OWNER AND THE GENERAL CONTRACTOR (AND TO THE BUILDING OFFICIAL IF HE REQUESTS) HIS "REPORT OF REQUIRED SPECIAL INSPECTIONS" AFTER THE GENERAL CONTRACTOR COMPLETES HIS WORK ACCORDING TO THE APPROVED PLANS. THE SPECIAL INSPECTOR SHALL PREPARE HIS "REPORT OF REQUIRED INSPECTIONS" USING THE FORM APPROVED BY AND AVAILABLE FROM THE BUILDING OFFICIAL. CONCRETE REINFORCING: 1) REINFORCING STEEL SHALL COMPLY WITH THE REQUIREMENTS OF ASTM A-615, GRADE 60. WELDED WIRE MESH SHALL COMPLY WITH THE REQUIREMENTS OF ASTM A-185, FLAT SHEETS ONLY. REINFORCING STEEL SHALL BE CONTINUOUS WITH SPLICES LAPPED AT LEAST 40 BAR DIAMETERS, BUT NOT LESS THAN 18". STAGGER SPLICES WHEREVER POSSIBLE AND LOCATE SO AS NOT TO IMPAIR STRENGTH OF MEMBERS. STIRRUPS AND TIES MAY BE GRADE 40 FOR BARS #3 AND SMALLER. TIE WIRE SHALL BE 18 GAGE ANNEALED TYPE. 2) FABRICATE BENT BARS ACCORDING TO ACI 315. INSTALL REINFORCING WITH CLEARANCE FOR CONCRETE COVERAGE AROUND REINFORCING STEEL ACCORDING TO NOTE 3. 3) CONCRETE COVER OVER BARS: CONCRETE DEPOSITED ON GROUND 3"; FORMED CONCRETE EXPOSED TO GROUND, WEATHER OR WATER 2"; WALLS & SLABS NOT DIRECTLY EXPOSED TO GROUND, WATER OR WEATHER 1-1/2". ALL REINFORCING SHALL BE SUPPORTED IN THE BEAMS AND SLAB WITH CHAIRS AT A MAXIMUM OF 44" ON CENTER AND TIED. 4) AT REGULAR REINFORCED GRADE BEAMS, REINFORCING SHALL BE AS SHOWN ON PLANS. PROVIDE "Z" BARS (SAME SIZE AS BEAM REINFORCING) WHERE BEAM SOFFIT STEPS DOWN GREATER THAN 3". 5) PROVIDE 2 -CORNER BARS (SAME SIZE AS SMALLER BEAM REINFORCING) TOP AND BOTTOM AT ALL REGULAR REINFORCED BEAM CORNERS AND DEAD END BEAM INTERSECTIONS. 6) FOR EXTERIOR BEAMS REQUIRING DEPTHS EXCEEDING THOSE DETAILED DUE TO GRADE CONDITIONS, ADDITIONAL REINFORCEMENT WILL BE REQUIRED. NOTIFY ENGINEER TO DETERMINE TYPE, QUANTITY, AND SIZE OF THIS ADDITIONAL REINFORCEMENT. 7) PROVIDE 344 BARS X 4'1 LONG PLACED DIAGONALLY AT 6" O.C. AT INTERIOR CORNERS OF THE SLAB AND AT SLAB DROP CORNERS. BARS SHALL BE PLACED ON TOP OF SLAB REINFORCING. 8) COORDINATE STRUCTURAL ENGINEER'S REVIEW AND THE SPECIAL INSPECTOR INSPECTION SERVICES. 9) THE SPECIAL INSPECTOR SHALL PREPARE, SIGN AND SUBMIT TO THE RDPIRC WITH A COPY TO THE OWNER AND THE GENERAL CONTRACTOR (AND TO THE BUILDING OFFICIAL IF HE REQUESTS) HIS "REPORT OF REQUIRED SPECIAL INSPECTIONS" AFTER THE GENERAL CONTRACTOR COMPLETES HIS WORK ACCORDING TO THE APPROVED PLANS. THE SPECIAL INSPECTOR SHALL PREPARE HIS "REPORT OF REQUIRED INSPECTIONS" USING THE FORM APPROVED BY AND AVAILABLE FROM THE BUILDING OFFICIAL. MASONRY: 1) FURNISH AND CONSTRUCT CONCRETE MASONRY UNIT WORK ACCORDING TO REQUIREMENTS OF ACI 530.1-05 (MSJC). CALL C&S ENGINEERS BEFORE MASONRY WORK TO SCHEDULE PRE -MASONRY CONFERENCE WITH ENGINEER, GENERAL CONTRACTOR, MASONRY CONTRACTOR AND TESTING LABORATORY. 2) TEST (VERIFY) THE COMPRESSIVE STRENGTH OF THE MASONRY BY THE UNIT STRENGTH METHOD. VERIFY THE COMPRESSIVE STRENGTH OF THE MASONRY BEFORE CONSTRUCTION. ALL CONCRETE MASONRY ASSEMBLAGES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (F'M) OF 2,000 PSI. MASONRY UNITS SHALL BE ACCORDING TO REQUIREMENTS OF ASTM C90 HOLLOW CORE, GRADE N, WITH A NET AREA COMPRESSIVE STRENGTH 1,900 PSI MINIMUM. MORTAR SHALL BY TYPE S WITH WASHED SAND AGGREGATE ACCORDING TO REQUIREMENTS OF ASTM C144. MORTAR SHALL BE IN ACCORDING TO REQUIREMENTS OF ASTM C270. SUBMIT FOR REVIEW PRODUCT DATA CONFIRMING THAT MASONRY PRODUCTS MEET OR EXCEED THESE STANDARDS. 3) PEA GRAVEL CONCRETE FILL SHALL HAVE A 318" DIAMETER MAXIMUM AGGREGATE SIZE AND SHALL PROPORTIONED ACCORDING TO ASTM C 476, TABLE 1. AND HAVE A MINIMUM 28- DAY COMPRESSIVE STRENGTH OF 2,000 PSI WITH A SLUMP OF 7" TO 8". 4) MAXIMUM HORIZONTAL SPACING OF VERTICAL MOVEMENT JOINTS IN CMU WALLS SHALL BE 24' ON CENTER. 5) COORDINATE STRUCTURAL ENGINEER'S REVIEW AND THE SPECIAL INSPECTOR INSPECTION AND TESTING SERVICES: THE SPECIAL INSPECTOR SHALL MONITOR, SAMPLE AND TEST THE MASONRY WORK ACCORDING TO ACI 530-05 LEVEL 2 QUALITY ASSURANCE, SECTION 1.6 TABLE 4, WHICH IS EQUIVALENT TO IBC SECTION 1704.5.2, TABLE 1704.5.1 FOR LEVEL 1. REITERATING FROM THIS DOCUMENT(S) FOR CONVENIENCE, BUT NOT INTENDED TO CHANGE OR LIMIT INSPECTION REQUIREMENTS, AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT THE PROPORTIONS OF SITE PREPARED MORTAR, CONSTRUCTION MORTAR JOINTS AND LOCATION OF REINFORCEMENT AND CONNECTORS ARE IN COMPLIANCE. BEFORE GROUTING, VERIFY THE GROUT SPACING, PLACEMENT OF REINFORCEMENT, PROPORTIONS OF SITE PREPARED GROUT AND CONSTRUCTION FOR MORTAR JOINTS ARE IN COMPLIANCE. VERIFY GROUT PLACEMENT IN COMPLIANCE. MONITOR AND SAMPLE THE MASONRY WORK ADEQUATELY TO DETERMINE IF CONSTRUCTION IS ACCORDING TO THE PLANS AND SPECIFICATIONS. (NON-ESSENTIAL FACILITIES, IBC CHAPTER 1704.5.2) THE SPECIAL INSPECTOR SHALL COMPLY WITH THE INSPECTION REQUIREMENTS NOTED IN TABLE 1704.5.3 FOR LEVEL 2 SPECIAL INSPECTION. (ENGINEERED MASONRY: ESSENTIAL FACILITIES, IBC CHAPTER 1704.5.3) 6) THE SPECIAL INSPECTOR SHALL PREPARE, SIGN AND SUBMIT TO THE RDPIRC WITH A COPY TO THE OWNER AND THE GENERAL CONTRACTOR (AND TO THE BUILDING OFFICIAL IF HE REQUESTS) HIS "REPORT OF REQUIRED SPECIAL INSPECTIONS" AFTER THE GENERAL CONTRACTOR COMPLETES HIS WORK ACCORDING TO THE APPROVED PLANS. THE SPECIAL INSPECTOR SHALL PREPARE HIS "REPORT OF REQUIRED INSPECTIONS" USING THE FORM APPROVED BY AND AVAILABLE FROM THE BUILDING OFFICIAL. WOOD FRAMING: 1) ALL LUMBER SHALL BE PS 20, NEW AND UNDAMAGED GRADED LUMBER IN ACCORDANCE WITH NFPA GRADING RULES. LUMBER STRESSES SPECIFIED DO NOT INCLUDE REPETITIVE MEMBER USE. FRAMING MEMBERS SHALL BE S4S UNLESS NOTED OTHERWISE. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE WOLMANIZED. a) ROUGH FRAMING (2X4 - 2X12) SHALL CONSIST OF #2 SOUTHERN YELLOW PINE (SYP) WITH 19 PERCENT MAXIMUM MOISTURE CONTENT HAVING NO LESS THAN AN ALLOWABLE BENDING STRESS (FB) OF 1,500 PSI (2X4),1,250 PSI (2X6),1,200 PSI (2XB), 1,050 PSI (2X10) AND 975 PSI (2X12), A MODULUS OF ELASTICITY OF 1,600,000 PSI, AND AN ALLOWABLE SHEAR STRESS OF 90 PSI. 2) NAILS, SPIKES, AND STAPLES SHALL BE GALVANIZED FOR EXTERIOR LOCATIONS, HIGH HUMIDITY LOCATIONS, AND TREATED WOOD; PLAIN FINISH FOR OTHER INTERIOR LOCATIONS; SIZE AND TYPE TO SUIT APPLICATION. TYPICAL NAILING SHALL BE WITH COMMON WIRE NAILS. 3) BOLTS, NUTS, WASHERS, LAGS AND SCREWS SHALL BE MEDIUM CARBON STEEL; SIZE AND TYPE TO SUIT APPLICATION; GALVANIZED FOR EXTERIOR LOCATIONS, HIGH HUMIDITY LOCATIONS, AND TREATED WOOD; PLAIN FINISH FOR OTHER INTERIOR LOCATIONS. 4) UNLESS OTHERWISE NOTED, FASTENERS SHALL BE HILTI HAS THREADED RODS WITH HY20 FOR ANCHORAGE TO HOLLOW MASONRY AND SOLID MASONRY, HILTI HAS THREADED ROD WITH HY200 FOR ANCHORAGE TO CONCRETE, AND BOLTS OR POWER ACTIVATED TYPE FOR ANCHORAGE TO STEEL. 5) ADHESIVE SHALL BE GUN GRADE ACRYLIC COMPOUND, SUCH AS LIQUID NAILS BY MACCO ADHESIVES. 6) PLYWOOD SHEATHING CLIPS SHALL BE SIMPSON STRONG -TIE 18 GAGE GALVANIZED STEEL X PLYWOOD THICKNESS. 7) STORE FRAMING MATERIAL A MINIMUM OF 12" ABOVE THE GROUND IN A MANNER TO ALLOW FOR PROPER DRAINAGE, VENTILATION AND PROTECTION FROM THE WEATHER. 8) COORDINATE STRUCTURAL ENGINEER'S REVIEW, THE BUILDING OFFICIAL INSPECTION AND THE SPECIAL INSPECTOR INSPECTION AND TESTING SERVICES. 9) THE BUILDING OFFICIAL SHALL INSPECT THE PRIMARY STRUCTURAL FRAMING. THE BUILDING OFFICIAL MAY ACCEPT A REVIEW BY A LICENSED PROFESSIONAL ENGINEER IN PLACE OF THE BUILDING OFFICIAL CONDUCTING HIS INSPECTION. (IBC CHAPTER 109.3.4) 10) THE SPECIAL INSPECTOR (SI) SHALL INSPECT SITE BUILT ASSEMBLIES (IBC SECTION 1704.6) 11) SPECIAL INSPECTORS ARE RESPONSIBLE TO PREPARE, SIGN AND SUBMIT TO THE RDPIRC WITH A COPY TO THE OWNER AND THE GENERAL CONTRACTOR (AND TO THE BUILDING OFFICIAL IF HE REQUESTS) HIS "REPORT OF REQUIRED SPECIAL INSPECTIONS" AFTER THE GENERAL CONTRACTOR COMPLETES HIS WORK ACCORDING TO THE APPROVED PLANS. THE SPECIAL INSPECTOR SHALL PREPARE HIS "REPORT OF REQUIRED INSPECTIONS" USING THE FORM APPROVED BY AND AVAILABLE FROM THE BUILDING OFFICIAL. PRE-ENGINEERED METAL BUILDING 1) METAL BUILDINGS SHALL BE DESIGNED AND FABRICATED UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF FLORIDA. MANUFACTURER SHALL MEET THE MEMBERSHIP APPLICATION REQUIREMENTS OF MBMA. 2) DESIGN FOR THE METAL BUILDING SHALL MEET ALL CURRENT FBC 2010 REQUIREMENTS AND SHALL BE MEET THE FOLLOWING CRITERIA: A) WIND LOAD - BASIC WIND SPEED (3 -SECOND GUST): 160 MPH (ULT) -RISK CATEGORY: II -EXPOSURE CATEGORY: [C] 3) PROVIDE STRUCTURAL DESIGN DATA FOR THE FRAMING MEMBERS AND COVERING OF THE METAL BUILDING SYSTEM NECESSARY TO SHOW COMPLIANCE WITH THE SPECIFICATIONS. THE STRUCTURAL DESIGN DATA INCLUDES MAGNITUDE AND LOCATION OF DESIGN LOADS AND SUPPORT CONDITIONS, MATERIAL PROPERTIES, AND THE TYPE AND SIZE OF STRUCTURAL MEMBERS. DESIGN DATA MAY BE MANUALLY OR COMPUTER GENERATED IN ACCORDANCE WITH THE METAL BUILDING SYSTEM MANUFACTURER'S USUAL PROCEDURES. METAL BUILDING DESIGN AND FABRICATION SUBMITTAL SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF FLORIDA 4) PROVIDE A STATEMENTILETTER BY THE DESIGN ENGINEER STATING THAT THE STRUCTURAL DESIGN OF THE METAL BUILDING IS IN COMPLIANCE WITH THE SPECIFIED CODE REQUIREMENTS. THIS LETTER SHALL BE SIGNED AND SEALED BY THE METAL BUILDING SYSTEM ENGINEER WHO IS A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF FLORIDA. 5) TESTING LABORATORY SHALL INSPECT HIGH-STRENGTH BOLT TIGHTENING AS REQUIRED BY THE BUILDING CODE. 6) SUBMIT A WRITTEN STATEMENT WITH A COPY DIRECTLY TO THE STRUCTURAL ENGINEER AT THE COMPLETION OF THE PART OF THE PROJECT SUMMARIZING THE TESTS/INSPECTIONS PERFORMED AND THE COMPLIANCE OF THE TEST RESULTS/ITEMS INSPECTED WITH THE SPECIFIED REQUIREMENTS. 7) PROVIDE MANUFACTURER'S STANDARD 10 YEAR WARRANTY ON GALVALUME ROOF PANELS, MANUFACTURER'S 1 YEAR WARRANTY ON STRUCTURAL COMPONENTS, AND ENGINEER'S LETTER OF CERTIFICATION STATING THE ROOF MEETS THE REQUIREMENTS OF A U.L. 90 RATING. 8) FRAMING FABRICATION SHALL BE FABRICATED MEMBERS IN ACCORDANCE WITH RISC SPECIFICATIONS FOR PLATE, BAR, TUBE, OR ROLLED STRUCTURAL SHAPES. FRAMING MEMBER FINISH SHALL BE CLEANED AND SHOP PRIMED. 9) BUILDING FRAMING DETAILS AREAS SHOWN ON THE ARCHITECTURAL DRAWINGS. 10) FRAME FASTENERS SHALL BE AS REQUIRED BY THE METAL BUILDING MANUFACTURER ENGINEER'S DESIGN REQUIREMENTS. FASTENERS SHALL BE MANUFACTURER'S STANDARD TYPE FINISH TO MATCH ADJACENT SURFACES WHEN EXTERIOR EXPOSED, SELF TAPPING, NON -CORROSIVE TYPE REQUIRED TO MAINTAIN LOI REQUIREMENTS AND MEET WARRANTY REQUIREMENTS, AND WEATHERTIGHT INSTALLATION; SAME FINISH AS CLADDING. STANDING SEAM ROOF CONCEALED FASTENERS SHALL BE CONCEALED SLIDING CLIPS, WITHIN THE STANDING BEAM, SUITABLE FOR ROOF CONSTRUCTION USING INSULATION BELOW AS SPECIFIED BELOW THE PANEL. 11) ROOF SHEET SHALL BE 24 GAGE MINIMUM METAL THICKNESS GALVALUME STANDING SEAM PROFILE, 20 OR 24 INCH WIDE PANELS, (U.L. 90 RATING IS REQUIRED). 12) WALL SHEET SHALL BE 26 GAGE MINIMUM METAL THICKNESS GALVALUME MULTI RIB PROFILE PANEL. 13) WALLS SHALL BE OPEN FOR COLLATERAL MATERIALS TO BE INSTALLED SOLIDLY. 14) SOFFIT PANEL FASCIA PANEL AND FASCIA BACK PANEL SHALL BE 26 GAGE I AINIMUM METAL THICKNESS, MULTI -RIB PROFILE WITH GALVALUME FINISH. 15) CLOSURE PIECES SHALL BE MANUFACTURER'S STANDARD, SUCH AS RAKE FRIM, EAVE TRIM, CORNER TRIM, INSIDE CORNER TRIM, HEAD TRIM, JAMB TRIM, BASE TRIM, SOFFIT CAP TRIh I, FASCIA CAP AND BASE TRIM, EAVE GUTTER AND DOWNSPOUTS, AND ALL OTHER NECESSARY TRIM TO FINISH OUT THE METAL BUILDING SYSTEM. COLOR OF TRIM PIECES SHALL BE SELECTED FROM MANUFACTURER'S STANDARD COLOR. REFER TO ARCHITECTURAL DRAWINGS FOR CLOSURE PIECES SUCH AS RAKE TRIM, EAVE TRIM, ETC. 16) SEALANTS SHALL BE MANUFACTURER'S STANDARD. 17) ROOF JACKS SHALL BE MANUFACTURER'S STANDARD. 18) ROOF CURBS SHALL BE CURB ASSEMBLY SHALL INCLUDE SUB FRAMING MEMBERS THAT SPAN BETWEEN PURLINS. PROVIDE CURBS AT ALL ROOF MOUNTED MECHANICAL UNITS. THE METAL BUILDING SYSTEM SHALL BE STRENGTHENED TO SUPPORT THE ADDITIONAL EQUIPMENT MOUNTED ON THE CURBS. 19) ANCHOR BOLTS SHALL BE UNPRIMED, ASTM A 193 GRADE B-7 OR ASTM F-1554 GRADE 105 OR EQUIVALENT; DIAMETER AND QUANTITY AS SPECIFIED BY THE METAL BUILDING MANUFACTURER, LENGTH TO BE DETERMINED BY THE STRUCTURAL ENGINEER AFTER SIGNED AND SEALED METAL BUILDING SUBMITTALS HAVE BEEN REVIEWED. 20) SKYLIGHT ROOF PANELS SHALL BE TRANSLUCENT WHITE AND SAME CONFIGURATION AS ROOF SHEETS ANC SHALL BE 11' LONG. 21) ROOF VENTS SHALL BE FIXED CONTINUOUS TYPE GRAVITY FLOW GALVANIZED STEEL 10' LONG TYPE WITH 1/4 INCH GALVANIZED HARDWARE CLOTH BIRD SCREEN AND 12 INCH THROAT. 0 - DIAMETER EXIST - EXISTING LINO - UNLESS NOTED OTHERWISE RO - ROOF OPENING —1 r DOUBLE ANGLE OC - ON CENTER OCEW - ON CENTER, EACH WAY CONT - CONTINUOUS CL -CENTER LINE CLR - CLEAR TANALL - TOP OF WALL ELEVATION AFF -ABOVE FINISH FLOOR FF - FINISH FLOOR SOG - SLAB ON GRADE WWF - WELDED WIRE FABRIC T/FTG - TOP OF FOOTING ELEVATION T/SLAB - TOP OF SLAB ELEVATION LEGEND/ABBREVIATIONS C 4 NOT TO SCALE EW - EACH WAY EF - EACH FACE EFEW - EACH FACE, EACH WAY COL -COLUMN TS - TUBE STEEL FL - PLATE GALV - GALVANIZED LLV - LONG LEG VERTICAL LLH - LONG LEG HORIZONTAL SS - STAINLESS STEEL T/S - TOP OF STEEL ELEVATION CMU - CONCRETE MASONRY UNIT MO - MASONRY OPENING VERT - VERTICAL HORIZ - HORIZONTAL EMBED -EMBEDMENT EXP - EXPANSION GOLF COURSE STORAGE BUILDING e ARCHITECT OFREcoRD JOB NO: - STRUCTURAL LEGEND EOR ABBREVIATIONS AND DRAWN: GENERAL NOTES - SEBASTIAN MUNICIPAL AIRPORTAMERICAN G."PAA'fN5 V - RFA Architect & Associates,Inc. DESIGN: SEBASTIAN, FLORIDA INFRASTRUCTURE 1808 Pierce Drive, Lake Worth, FL 33460 SJRWMD LETTER MOD.#: IND -061-68172-19 DEVELOPMENT, INC. (561) 540-5240 voice / (561) 585-0534 fax �'CHECKED: Florida Certificate of (954) 309-9776 cell MUNICIPAL AIRP0RT FDOT FIN: CT: P -1-94- 9 Authorization No.: 28731 rfa.arch@gmail.com I RYAN A. FORN17384 DATE: 10 AUG. 2015 smool FDOT PROJECT: PFL0007956 FL. LIC. #AA 26000531 AR 0017384 BID DOCUMENTS 9/23/2015 3 0 C7 z v 16'-8" Al S 101 TYP - 6" (TYP) I I FOUNDATION (TYP) I I C I 5" SLAB WITH 16X6 - W2.9xW2.9 WWR #5 @ 48" O.C. IN FULLY I I � GROUTED CORE (TYP) 2 -0 ( P) I I ; 01 I I ; 83 S-102 TYP B1 I CHEMICAL STORAGE BUILDING FOUNDATION PLAN REFER TO ARCH .1 0AI S101 2 x 8 ROOF JOIST @ 12" O.C. Y 1 BOND BEAM #5 @ 48" O.C. CONTINUOUS CONTINUOUS REINFORCEMENT. FULLY WITH (2) #5 GROUT REINFORCED CORES CONTINUOUS 9 GA. DUR-O-WALT GALVANIZED SINGLE WYTHE TRUSS TYPE REINFORCEMENT (OR APPROVED '^ q EQUAL) @ 16" O.C. VERTICALLY o co #6 @ 48" O.C. STANDARD 8" x 8"x 16" CMU WITH RUNNING BOND 'D PROVIDE 4"x 8" WEEP HOLES THRU f `V MASONRY @ 48" O.C. AT LOCATIONS BETWEEN REINFORCED CORES r #6 @ 8" O.C. - a ; (3) 46 4 X4' - W4.1 x W4.1 WWR CONTINUOUS ; 2'-0" _ 2'-0" I — - _ m CHEMICAL STORAGE BUILDING SECTION AlLU SCALE: 3/8" =1'-0" REVISIONS: 3 REV. NO DATE DESCRIPTION: LU W U a CL y L o S 0 N� w U O- • MUNICIPAL AIRPORT 16'-8" /I/-/I/X/I/ /r V�/I I I I I I •IIIIII!lIII I I I I I I I 1 I I 1 �Illlillilll -IIIIIIIIIII I I I 1 I 1 I 1 t I I 1 IIIIIIIIIII I ( I ! ! I 2x8ROOFJOIST @12"OC I I I I IIIIIIIIIII f I i t I I I t I I I I IIIIIIIIIII ;Illlllfllll 1 t t f I I I 1 I 1 I �IIIIIIIIIII 1 1 f f I I ! I I I I I I I 1 I 1 I I I_ 1 I 1 I f I 1 I f 2 x 8 SOLID ' I ; BLOCKING (TYP) II I I ; I� I I ; II I I ; II r ,. J O02SB3 TYP / CAST -CRETE 8F8-1 B11 LINTEL OVER DOOR W/ 8" MIN. SEAT EA. i SIDE. REFER TO DETAIL C2/S-501 -- -- FOR LINTEL SECTION (TYP) REFER TO ARCHITECTURAL DRAWINGS FOR DOOR SIZE, LOCATION, AND DETAILS NOTE: REFER TO ARCHITECTURAL FOR ROOF FINISH AND FLASHING DETAILS. B3 CHEMICAL STORAGE BUILDING ROOF FRAMING PLAN SCALE: 318" =1'-0" 1/2" APA RATED PLYWOOD SHEATHING WITH 8d NAILS @ 12" O.C. PANEL EDGE SPACING AND 12" O.C. THROUGHOUT WITH 13/8" PENETRATION INTO FRAMING. PROVIDE SIMPSON HTSM20 TWIST STRAP. BLOCKING ON ALL EDGES OF EACH PANEL. IN INSTALL PER MFG SPECIFICATIONS. PLACE OF BLOCKING, PLYWOOD SHEATHING (TYP @ EA. JOIST) CLIPS MAY BE USED AS NOTED, INSTALL PER MANUFACTURER'S SPECIFICATIONS (TYP) 2x SOLID BLOCKING. NAIL TO JOIST WITH (2)16d NAILS (TYP) i 2 x 8 ROOF JOIST @ 12" O.C. BOND BEAM CONTINUOUS WITH (2) #5 CONTINUOUS 9 GA. DUR-O-WAL #5 @ 48" O.C. CONTINUOUS GALVANIZED SINGLE WYTHE TRUSS REINFORCEMENT. FULLY TYPE REINFORCEMENT (OR APPROVED GROUT REINFORCED CORES EQUAL) @ 16" O.C. VERTICALLY A3 IJOIST TO WALL CONNECTION NOT TO SCALE 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 0 2' 4' A4 IJOIST TO WALL CONNECTION NOT TO SCALE ARCHITECT OF RECORD JOB NO: - DRAWN: :�}}jj �=��ppppAA¢•�•��, ss —�ELf��PIA"eYSNG-PFOG"�Ai" qi5 RFA Architect & Associates, Inc. I DESIGN: 1808 Pierce Drive, Lake Worth, FL 33460 (561) 540-5240 voice / (561) 585-0534fa �1Q&�js CHECKED: (954) 309-9776 cell rfa.arch@gmail.com RYAN A. FORNEY DATE: 10 AUG. 2015 FL. LIC. #AA 26000531 AR 0017384 6' 1 CHEMICAL BUILDING FLOOR PLANS & DETAILS S-101 BID DOCUMENTS 9/23/2015 112" APA RATED PLYWOOD SHEATHING WITH 8d NAILS @ 12" O.C. PANEL EDGE SPACING AND 12" O.C. THROUGHOUT WITH 13/8" PENETRATION INTO FRAMING. PROVIDE BLOCKING ON ALL EDGES OF EACH PANEL. IN PLACE OF BLOCKING, PLYWOOD SHEATHING CLIPS MAY BE USED AS NOTED, SIMPSON HTSM20 TWIST STRAP. INSTALL PER MFG SPECIFICATIONS. INSTALL PER MANUFACTURER'S SPECIFICATIONS (TYP) (TYP @ EA. JOIST) 2x NAILER. NAIL TO JOIST WITH NAILS (2)16d (TYP) `– 2x SOLID BLOCKING. NAIL TO 2 x 8 ROOF JOIST @ 12" O.C. • • JOIST WITH (2)16d NAILS (TYP) BOND BEAM CONTINUOUS WITH (2) #5' CONTINUOUS 9 GA, DUR-O-WAL #5 @ 48" O.C. CONTINUOUS GALVANIZED SINGLE WYTHE TRUSS REINFORCEMENT. FULLY TYPE REINFORCEMENT (OR APPROVED GROUT REINFORCED CORES EQUAL) @ 16" O.C. VERTICALLY A4 IJOIST TO WALL CONNECTION NOT TO SCALE ARCHITECT OF RECORD JOB NO: - DRAWN: :�}}jj �=��ppppAA¢•�•��, ss —�ELf��PIA"eYSNG-PFOG"�Ai" qi5 RFA Architect & Associates, Inc. I DESIGN: 1808 Pierce Drive, Lake Worth, FL 33460 (561) 540-5240 voice / (561) 585-0534fa �1Q&�js CHECKED: (954) 309-9776 cell rfa.arch@gmail.com RYAN A. FORNEY DATE: 10 AUG. 2015 FL. LIC. #AA 26000531 AR 0017384 6' 1 CHEMICAL BUILDING FLOOR PLANS & DETAILS S-101 BID DOCUMENTS 9/23/2015 GROUT SOLID AND REINFORCE WITH (1) #5 AT BOTH SIDES OF JOINT BUILDING PAPER GROUT SOLID , DUR-O-WALL TRUSS TF I -ROD EXTRA (NO. 8) - 3/16 -SIDE RODS WITH #9 CROSS RODS. TERMINATE AT CONTROL JOINT SEALANT AND BACKER ROD - C1 TYPICAL CONTROL JOINT DETAIL NOT TO SCALE BOND BEAM, HORIZONTAL TOP OF WALL 2 BARS ABOVE BAR CONTINUOUS THRU JT. OR FLOOR LINE DOOR/WINDOW LINTEL 4" S 8" CJT 4„ 8„ 8" - DOOR OR WINDOW DOWEL INTO FOUNDATION TO NOTES: MATCH VERTICAL (SEE S-501) 1. BOND BEAMS AT ROOF, CEILING AND FLOOR PLANKS REINFORCEMENT SHALL BE CONTINUOUS THRU CONTROL JOINTS. 2. SIZE OF VERTICAL AND HORIZONTAL BARS TO MATCH WALL VERTICAL AND HORIZONTAL BARS, MIN. #5 BARS. B1 ITYPICAL CMU WALL REINFORCING LAYOUT NOT TO SCALE TRUSS TYPE REINF FULL HEIGHT IN PREFORMED CORNER GROUT FILLED CORE REINFORCING TO MATCH TYPICAL JOINT REINFORCING i CONC BLOCK (TYP) -� #5 @ 48" O.C. (MAX) 111 DUR-O-WALL TRUSS TRI -ROD EXTRA BAR POSITIONERS f (NO. 8) - 3/16 - SIDE RODS WITH #9 @ 6'-0" VERT CROSS RODS. START REINFORCING CENTERS (TYP) IN FIRST MORTAR BED ABOVE CONCRETE AND CONTINUE EVERY - _ OTHER COURSE (16" O.C.) EQUAL =I I I EQUAL C2 TYPICAL WALL CORNER AND JAMB REINFORCING NOT TO SCALE PRECAST CONCRETE LINTEL SCHEDULE CLEAR OPENING SIZE 6'-B" BF16-113/1T OPENNING u� FIELD II I I PLAC CMU ED IIsl--I--�r------------ ------ - 7 5/8" MIN REINFORCE PER MANUFACTURER'S SPECIFICATIONS -- IIONE (1) #5 @ EACH GROUT , SIDE OF OPENING, CAST -CRETE FULLY GROUT f I OPENING PRECAST REINFORCED CORES I LINTEL. SEE LINTEL II I SCHEDULE ABOVE CMU (TYP) BZ ILINTEL DETAIL AND SCHEDULE NOT TO SCALE rn 3 N O Z _J m W U REVISIONS: Cn REV. NO DATE DESCRIPTION: EOR uj U CL co CD Q CV 2 CD C6 ll7 L N MUNICIPAL AIRPORT co j- CONCRETE ROUNDED TOP, 1/2" CROWN i i a 6" EXTRA HEAVY STEEL PIPE FILLED WITH CONCRETE FULL LENGTH OP PIPE. SHOP PRIMED, 2 COATS GLOSS o ENAMEL OSHA SAFETY YELLOW FINISHED GRADE I IN I i o i i 4,000 PSI CONCRETE � A � I 4,. C3 ITYPICAL BOLLARD DETAIL NOT TO SCALE 2'-0" x 2'-0" - CORNER BAR AT INTERSECTION `co -.. �- 8" - FULLY GROUT REINFORCED CELLS #5 CONTINUOUS REINFORCEMENT B3 IWALL CORNER REINFORCING DETAIL NOT TO SCALE 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 0 AMERICAN I N FRASTRUCTURE DEVELOPMENT, INC. Florida Certificate of Authorization No.: 28731 i ---------- CHEMICAL STORAGE ----------CHEMICALSTORAGE BUILDING, SEE SHEET S-103 I � I 0'-a" CONCRETE 12" STRUCTURAL FILL, 1�1�1�1�1�1�1 REFE •TO GEOTECHNICAL REPORT AND GENER•I•�•I•I•I•I•I •i SECTIONNOTES FOR DETAILS SLAB a' -- PLAN NOTES: 1. COORDINATE WITH CIVIL SITE PLAN FOR LOCATION AND DIMENSIONS OF SPILL PAD. 2. SEE GEOTECHNICAL REPORT AND GENERAL NOTES FOR SUBGRADE INFORMATION. C4 CHEMICAL SPILL PAD NOT TO SCALE ARCHITECT OF RECORD JOB NO: DRAWN: 4RCHITECT 8. MSM flkCh -GGT-- PLAN NG P N fNE RFA Architect & Associates, Inc. DESIGN: 1808 Pierce Drive, Lake Worth, FL 33460 (561) 540-5240 voice / (561) 585-0534 fax CHECKED: (954) 309-9776 cell RYAN A. FORNEY rfa.arch@gmail.com DATE: FL. LIC. #AA 26000531 AR 0017384 10 AUG. 2015 DETAILS S-102 BID DOCUMENTS 9/23/2015 3 -v (fl U - EXTERIOR I* NEMA 3R-ENCI (2) RUNS IN 2"C NEW W/ 4 #3/0 CA1NZ=��ER THWN CU F P 5/N 400 (1) RUN IN 3 1/2" C W/ 4 #600 MCM THWN CU TO FPL 120/208 304W RISER NO. 1 1 # 1/0 CU BOND TO C.W.P.1 #l1/0\+--�1 # 1/0 � BOND i0 FOOTER STEEL 5/8-000FT GND ROD wo--�(21 RUNS IN 2-C W/ 4 #3/0 1 #3 GND THWN CU ELECTRICAL POWER RISER GRADE NOT TO SCALE ELECTRICAL SYMBOL LEGEND ELECTRICAL SERVICE NOTES: INTERIOR 1. PRIOR TO CONSTRUCTION, THE ELECTRICAL QUAD-PLEX RECEPTACLE CONTRACTOR SHALL: WATER PROOF RECEPTACLE a) VERIFY ALL EXISTING CONDITIONS IN FIELD GROUND FAULT CIRCUIT PRIOR TO CONSTRUCTION INTERRUPTER b) COORDINATE THE ELECTRICAL SERVICE WITH THE 220V RECEPTACLE FP&L REPRESENTATIVE JUNCTION BOX 0 NOTIFY THE ENGINEER OF ANY CHANGES TELEPHONE/DATA PORT REQUIRED TO COMPLETE NEW CONSTRUCTION. 4 oA 2. NEW ELECTRICAL SERVICE EQUIPMENT SHALL smA MATCH EXISTING A.I.C. RATING. FUSE SIZE 3. ALL SERVICE ENTRANCE CONDUIT TO BE ELECTRICAL CIRCUIT BREAKER E.M.T. 1 # 1/0 CU BOND TO C.W.P.1 #l1/0\+--�1 # 1/0 � BOND i0 FOOTER STEEL 5/8-000FT GND ROD wo--�(21 RUNS IN 2-C W/ 4 #3/0 1 #3 GND THWN CU ELECTRICAL POWER RISER GRADE NOT TO SCALE ELECTRICAL SYMBOL LEGEND PROVIDE EMPTY 3/4" EMT 110V RECEPTACLE 215076 QUAD-PLEX RECEPTACLE ll 8 WP WATER PROOF RECEPTACLE 8GFI GROUND FAULT CIRCUIT USE PLENUM RATED WIRE. INTERRUPTER ® 220V RECEPTACLE JUNCTION BOX TELEPHONE/DATA PORT O� FUSE DISCONNECT # POLES FRAME SIZE (NEMA ENCLOSURE) Consulting Engineers FUSE SIZE ELECTRICAL CIRCUIT BREAKER # POLES - BREAKER SIZE (NEMA ENC) O ELECTRICAL PANEL EF EXHAUST FAN TELEPHONE BOARD OT THERMOSTAT A.F.F. ABOVE FINISHED FLOOR NOTE: ALL SYMBOLS MAY NOT BE USED FOR THIS PROJECT ** PROVIDE 3/4'•C WITH PULL WIRE. STUB ABOVE CEILING. NOTE: Robert F. Formica, P.E. License #19733 E-mail: bobf@formicaengineering.com RECEPTACLES ARE TO BE MOUNTED AT 1S" ABOVE FINISHED FLOOR, UNLESS OTHERWISE NOTED. SWITCHES ARE TO BE MOUNTED AT 48" ABOVE FINISHED FLOOR, UNLESS OTHERWISE NOTED. PROVIDE EMPTY 1 1/2" PVC CONDUIT WITH PULLSTRINGS TO MAIN TELEBOARD #6 GND TIED TO SERVICE ENTRANCE GROUND DETAIL TELEPHONE BOARD NO. 1 DETAIL LA -18,20 LA -11 LA -9 P- 15 3R -ENC. ® WP/GFI( ® o o ® 0 0 ® 9 GFI ^/'WIRUDITHRU ® ®o ------------------------I-1 1 1 r�\�I 1 --� - ' JBOARD v TOILET o LA -25,27 �`• LA -3 LA -i V6� WAHU-1 � IU 103 TELEPi LA -7 G I ` «p 8 I i �•` LQ TIME CLOCKC LA -14 1T WP/GFI _ _ _ - - _ _ _., AC STORAGE WA -9F1 1 LA-11� ►` 102 ILA -22 H I I \ I 1 � I 31P 400S/N jj NOTE: MAIN UNLESS OTHERWISE NOTED, ALL STORAGE `` I ELECTRICAL RECEPTACLES IN THE STORAGE AREA �. TO BE MOUNTED •24" SEE RISER j I 101 ON THIS SHIT. j LA -21,23 WP/GFI LA -11 i �•\ LA -9 WP/GFI= i ` I •` I I .•' I j LA -17,19 LA -13,15 i j I / / o � I, I I T T H ' I T� I o to i WP/GF I O o O O LA -9 O p I LA -11 I LA --9 I I I I I I I I I I I I I I I I I STORAGE ROOM POWER PLAN SCALE: 1/8" = V-0" I I I I I I I I I I Ii L�-I ---------------------- ------------------------- —------------------ ----—----------------------- -- -----------------------—I ® ® ® ® ® ®O REV. NO DATE REVISIONS: DESCRIPTION: EOR NOT TO SCALE F----------------------� .' J�( -•-•- - -/GFI LA -5 ; tHEMICAL STWP/GFII 201L------��--- -- TELE/DATA LINES TO BE PLENUM RATED IF NOT INSTALLED IN CONDUIT ABOVE CEILING. 6" (1) 3/4" CONDUIT—•�Z , TO ABOVE CEILING 15" TELEPHONE OUTLET TO BE RJ11 JACK DATA OUTLET TO BE RJ45 JACK DETAIL DATA/TELEPHONE N0.2 OUTLET 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 SCALE: Ift"=1'A' GOLF COURSE STORAGE BUILDING AT SEBASTIAN MUNICIPAL AIRPORT SEBASTIAN, FLORIDA AMERICAN INFRASTRUCTURE DEVELOPMENT, INC. Florida Certificate of MUNICIPAL AIRPORT Authorization No.: 28731 NOT TO SCALE 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 2008, 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 00 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. 1S. 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. MECHANICAL CONTRACTOR SHALL PROVIDE MOTOR STARTERS FOR ALL AIR CONDITIONING EQUIPMENT. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONECTIONS TO AIR CONDITIONING EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. S. AIR CONDITIONING EQUIPMENT INCLUDES CONDENSOR, COMPRESSOR AND FAN, FAN COIL UNITS, ELECTRICAL STRIP HEATER, THERMOSTAT, ETC. DESIGN CRITERIA PROFESSIONAL PROVIDE EMPTY 3/4" EMT JOB NO: 215076 CONDUIT WITH PULL WIRE TO + 0 � � C E N s I EACH TELEPHONE JACK OR / USE PLENUM RATED WIRE. 2'x2'x3/4" DRAWN: PLYWOOD TELEPHONE BOARD (PAINT BLACK) LA -16 Consulting Engineers O PROVIDE EMPTY 1 1/2" PVC CONDUIT WITH PULLSTRINGS TO MAIN TELEBOARD #6 GND TIED TO SERVICE ENTRANCE GROUND DETAIL TELEPHONE BOARD NO. 1 DETAIL LA -18,20 LA -11 LA -9 P- 15 3R -ENC. ® WP/GFI( ® o o ® 0 0 ® 9 GFI ^/'WIRUDITHRU ® ®o ------------------------I-1 1 1 r�\�I 1 --� - ' JBOARD v TOILET o LA -25,27 �`• LA -3 LA -i V6� WAHU-1 � IU 103 TELEPi LA -7 G I ` «p 8 I i �•` LQ TIME CLOCKC LA -14 1T WP/GFI _ _ _ - - _ _ _., AC STORAGE WA -9F1 1 LA-11� ►` 102 ILA -22 H I I \ I 1 � I 31P 400S/N jj NOTE: MAIN UNLESS OTHERWISE NOTED, ALL STORAGE `` I ELECTRICAL RECEPTACLES IN THE STORAGE AREA �. TO BE MOUNTED •24" SEE RISER j I 101 ON THIS SHIT. j LA -21,23 WP/GFI LA -11 i �•\ LA -9 WP/GFI= i ` I •` I I .•' I j LA -17,19 LA -13,15 i j I / / o � I, I I T T H ' I T� I o to i WP/GF I O o O O LA -9 O p I LA -11 I LA --9 I I I I I I I I I I I I I I I I I STORAGE ROOM POWER PLAN SCALE: 1/8" = V-0" I I I I I I I I I I Ii L�-I ---------------------- ------------------------- —------------------ ----—----------------------- -- -----------------------—I ® ® ® ® ® ®O REV. NO DATE REVISIONS: DESCRIPTION: EOR NOT TO SCALE F----------------------� .' J�( -•-•- - -/GFI LA -5 ; tHEMICAL STWP/GFII 201L------��--- -- TELE/DATA LINES TO BE PLENUM RATED IF NOT INSTALLED IN CONDUIT ABOVE CEILING. 6" (1) 3/4" CONDUIT—•�Z , TO ABOVE CEILING 15" TELEPHONE OUTLET TO BE RJ11 JACK DATA OUTLET TO BE RJ45 JACK DETAIL DATA/TELEPHONE N0.2 OUTLET 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 SCALE: Ift"=1'A' GOLF COURSE STORAGE BUILDING AT SEBASTIAN MUNICIPAL AIRPORT SEBASTIAN, FLORIDA AMERICAN INFRASTRUCTURE DEVELOPMENT, INC. Florida Certificate of MUNICIPAL AIRPORT Authorization No.: 28731 NOT TO SCALE 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 2008, 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 00 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. 1S. 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. MECHANICAL CONTRACTOR SHALL PROVIDE MOTOR STARTERS FOR ALL AIR CONDITIONING EQUIPMENT. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONECTIONS TO AIR CONDITIONING EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. S. AIR CONDITIONING EQUIPMENT INCLUDES CONDENSOR, COMPRESSOR AND FAN, FAN COIL UNITS, ELECTRICAL STRIP HEATER, THERMOSTAT, ETC. DESIGN CRITERIA PROFESSIONAL +�+'ksv— F. -."r r��,� JOB NO: 215076 Ill FORMICA + 0 � � C E N s ASSOCIATE,% DRAWN: KP/FG/AP IIII r • No. 1978 I Consulting Engineers SIGN: MCJ 3500 N.W. Boca Raton Blvd. Suite #711 Boca Raton, FL. 33431°�P. • CHECKED: R.F.F. TEL: (561) 368-3611 FAX: (561) 368-4733 Certificate #00008818�AL 'i • • w•` , +® E`v Robert F. Formica, P.E. License #19733 E-mail: bobf@formicaengineering.com �o+o opt, #lito�tle'��e DATE: 06/01/15 CHECK SET= 06/OM5 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 C -J N cz ii MFG. SIEMENS OR EQUAL VOLTS 120/208V 304W BUS KVA PANEL "LA" LOAD A B C 1.0 101 RECEPTACLE 1.0 101 RECEPTACLE SIZE 0.8 CHEMICAL ST. RECEPT 1.0 A/C ST. -TOILET RM RECEPT 0.8 EXTERIOR RECEPT 1 0.8 EXTERIOR RECEPT. 2.6 OVERHEAD LIFT 2.6 1/2" 12 1 2.6 OVERHEAD LIFT 2.6 " 2.6 OVERHEAD LIFT 7 2.6 2.6 OVERHEAD LIFT 2.6 " 12 1 _ SPACE KVA OA 12.2 KVA OB 11.4 la 101.6 AMPS lb 95.0 RUNS 4 # 3/0's THWN F( F dEDER SIZE 1 # 3 GND CU TYPE LOAD CENTER AMPS Q PANEL "LA" SINGLE COLUMBIA 4PS24-232SM-FSA12-EU COND. WIRE POLE AMPS CKT. BUS SIIRE ZE SIZE A B C 2 1/2" 12 1 20 1 1/2" 12 1 20 3 1/2" 12 1 20 5 1/2" 12 1 20 7 1/2" 10 1 20 9 1/2'" 12 1 20 11 (4) 3/4" 6 2 60 13 - S S S S 15 (4) 3/4" 6 2 60 17 S S S S 19 (4) 3/4" 6 2 60 21 S S S S 23 (4) 3/4" 6 2 60 25 S S S S 27 - - - - 29 - - - - 31 - - - - 33 - - - - 35 - - - - 37 - - - - 39 - - - - 41 , REMARKS & KEY NOTES: KVA OC 9.0 AMPS IC 75.0 AMPS CONDUIT SIZE 2" (x2) LA -12O LA -12O LA -10O LA -10O LA -6 D ; ® �� �. 1 _ ® Or D -. O Op ® O D O --O ® AI I IIIJA O ® ------------------------ -1 J LA -2 EM 15J `D`s .� 3 LA -2 1 ! - I 1 I -, I 1 _ _ . _... _;; I TOILET T oI A A A EM A I 102 O 103 I LA -12O LA -2 LA -4 B B s O LA -100 I LA -2 O LO LA -2 LA -4 LA -4 PNL I 1. "LA'' D TIME CLOCK 1 m.°• D u -_ - V LA -14 � EM I o.a EM . , I LA -8 LA -6 I A A p A A LA -8 A H , I I LA -2 LA_2 LA -4 LA -4 LA -6 LA -6 I i -I EM -- -- -- STORAGE -- -- -- I CL A-2 101 ' I A p A EM LA -6j LA -10O LA -2 LA -2 LA -4 LA -4 LA -6 LA -6 j OH I O #- D 0 G3 I LA -12O -- - -- -- -- LA-6-� I if- LA -4 I A LA -6 10 A A A A A D e x LA -2 1. LA -2 LA -2 LA -4 LA -4 LA -6 LA -6 I Le A-2 I I O FII IT LA -214 DEM X -0 O-- LA -4 EM --- - - LA -6 EM � I ! T O o III o �� T � �AO O O DO O O O LA -12O LA-12LA-10LA-10O O I 1 I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I Ii I I I Q- o ----------------------0--0----------------------- 0 -0------------------------0- 0-----------------------0--0-----------------------o-JI O REVISIONS: REV. NO DATE DESCRIPTION: EOR MUNICIPAL AIRPORT LA-8� I Luminaire Schedule Qty Label Arrangement Description 22 PANEL RATING 400 AMPS COLUMBIA CSS.232-EU-(2)CSWG4 3 POS 41 SINGLE COLUMBIA 4PS24-232SM-FSA12-EU CKT. AMPS POLE COND. LOAD BUS KVA COLUMBIA XEM4-232-RA-EU SIIRE ZE D A B C 2 10 1 12 1/2" 101 LIGHTING 2 0.6 4 20 1 12 1/2" 101 LIGHTING 2 0.6 6 20 1 12 1/2" 101 LIGHTING 2 0.5 8 20 1 12 1/2" EXTERIOR LTG -CHEM ST. 2 0.4 10 20 1 12 1/2" EXTERIOR LTG -STORAGE 2 0.7 12 20 1 11 1/2" EXTERIOR LTG -STORAGE 2 0.7 14 20 1 12 1/2" TIME CLOCK 2 0-4 16 20 1 12 1/2" TELEPHONE BOARD 0.4 18 15 2 12 1/2" WAHU/WCU-1 (3) 1.0 20 S S S S 1.0 22 20 1 12 1/2" DRINKING FOUNTAIN 0-5 24 - - - - SPACE _- _ 26 - - - - _ 28 - - - - - 30 - - - - _ 32 - - - - " - 34 - - - - _ 36 - - - - 38 - - - - - 40 - - 42 - - REMARKS & KEY NOTES: 1. MAIN LUGS ONLY. 2 WIRED THRU TIME CLOCK TO COMPLY WITH FLORIDA BUILDING CODE 2010 - ENERGY CONVERSATION SECTION 505.2.2. WAHU IS WIRED THRU WCU. 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. MOUNT SURFACE MIN. A.I.C. 22,000 AMPS LA -12O LA -12O LA -10O LA -10O LA -6 D ; ® �� �. 1 _ ® Or D -. O Op ® O D O --O ® AI I IIIJA O ® ------------------------ -1 J LA -2 EM 15J `D`s .� 3 LA -2 1 ! - I 1 I -, I 1 _ _ . _... _;; I TOILET T oI A A A EM A I 102 O 103 I LA -12O LA -2 LA -4 B B s O LA -100 I LA -2 O LO LA -2 LA -4 LA -4 PNL I 1. "LA'' D TIME CLOCK 1 m.°• D u -_ - V LA -14 � EM I o.a EM . , I LA -8 LA -6 I A A p A A LA -8 A H , I I LA -2 LA_2 LA -4 LA -4 LA -6 LA -6 I i -I EM -- -- -- STORAGE -- -- -- I CL A-2 101 ' I A p A EM LA -6j LA -10O LA -2 LA -2 LA -4 LA -4 LA -6 LA -6 j OH I O #- D 0 G3 I LA -12O -- - -- -- -- LA-6-� I if- LA -4 I A LA -6 10 A A A A A D e x LA -2 1. LA -2 LA -2 LA -4 LA -4 LA -6 LA -6 I Le A-2 I I O FII IT LA -214 DEM X -0 O-- LA -4 EM --- - - LA -6 EM � I ! T O o III o �� T � �AO O O DO O O O LA -12O LA-12LA-10LA-10O O I 1 I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I Ii I I I Q- o ----------------------0--0----------------------- 0 -0------------------------0- 0-----------------------0--0-----------------------o-JI O REVISIONS: REV. NO DATE DESCRIPTION: EOR MUNICIPAL AIRPORT LA-8� I Luminaire Schedule Qty Label Arrangement Description 22 A SINGLE COLUMBIA CSS.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 1 201 ,2 GOLF COURSE STORAGE BUILDING AT SEBASTIAN MUNICIPAL AIRPORT SEBASTIAN, FLORIDA AMERICAN I N FRASTRUCTURE DEVELOPMENT, INC. Florida Certificate of Authorization No.: 28731 LIGHTING CONTROL SYMBOL LEGEND INTERIOR LIGHTING POWER ALLOWANCE $m.°.s. HULHSGYCLORNOTECH IBBELLMT-1GOTSENSOR SELECTED PER FLORIDA BUILDING CODE SECTION 2010 505.5.3 -INTERIOR LIGHTING POWER S SWITCH DENSITIES USING THE SPACE -BY -SPACE METHOD. $3 3 -WAY SWITCH TOTAL WATTS USED ©INTERMATIC TIME CLOCK FIXTURE TYPE QUANTITY WATTS PER FIXTURE TOTAL WATTS PER TYPE #ET70815CR A 22 64 1408 . I OVERRIDE SWITCH THRU TIMECLOCK B 3 64 192 C 2 64 128 I TOTAL TENANT WATTS USED 1726 KEY NOTES: MCJ 10WIRE CIRCUIT THRU TIMECLOCK TOTAL WATTS ALLOWED FOR COMPLIANCE W/ THE FLORIDA SPACE TOTAL SPACE SO FT. WATTS/SO. FT. ALLOWED TOTAL WATTS FOR SPACE BUILDING CODE 2010 - ENERGY STORAGE 3159 0.8 2527.2 CONSERVATION. SECTION 505.2.2. A/C STORAGE 97 is 1455 Boca Raton, FL. 33431 TEL: (561) 368-3611 FAX: (561) 368-4733 TOILET 44 0.9 39.6 @2 PER SEC. 505.2.1 ALL ENCLOSED CHEMICAL STORAGE 225 0.8 180 ROOMS BY WALLS OR FLOOR -TO- I TOTAL TENANT WATTS ALLOWED 2892.3 CEILING PARTIITONS SHALL HAVE 06/01/15 AT LEAST ONE CONTROL DEVICE TO ING CONTROL LIGHTING NOTES THEINDEPENDENTLY GENERAL IN THAT SPACE. O)MOUNT FIXTURE AT 8'-0" AFF 1. ALL EXIT & EMERGENCY LIGHTS AND BATTERY PACKS IN FLUORESCENT FIXTURES TO BE WIRED TO CENTER. AHEAD OF CONTROL SWITCH/OCCUPANCY SENSOR. Q MOUNT FIXTURE AT 1'-O" ABOVE 2. PROVIDE (6) SETS OF CUT -SHEETS FOR APPROVAL PRIOR TO PURCHASE. TOP OF DOOR TO BOTTOM OF FIXTURE. 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. LIGHTING PLAN DESIGN CRITERIA PROFESSIONAL �����FZ•..:..•�iQ•�'�.��� JOB NO: 215076 *ft l \SFORMICA 4�1•0 ASSOCIATESc. No. 19733 L DRAWN: KP/FG/AP 111 Consulting Engineers = ?� ESIGN: MCJ 3500 N.W. Boca Raton Blvd. ' • �. Suite #711 w Boca Raton, FL. 33431 TEL: (561) 368-3611 FAX: (561) 368-4733 �•',��/�� '.� • • • G� �`® . ' i� /0 �N �� NAS CHECKED: R.F.F. Certificate #00008818 Robert F. Formica, P.E. License #19733 ����� ����� I DATE: 06/01/15 E-mail: bobf@formicaengineering.com ROOF DECK BAR JOIST UNI-STRAT SUPPORT "J" BOX 4' x 4' j 1/4 " THREADED ROD O O 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. 11 CCK SET 06/01/15 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 v TEST COCK (TYPICAL) NEW 3/4" POTABLE STRAINER SH(TYPICAL) )ACNE /1" CW SUPPLY WATER TAP %� TO BUILDING i SUPPORT AS REDUCED PRESSURE REQUIRED BACKFLOW PREVENTER DOUBLE CHECK VALVE M NEW 3/4" "WATTS" SERIES #909 WATER TER GRADE � 'tom\� \� \ - BACKFLOW r� 1" CW SUPPLY LINE NOTES: S.O-V- 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. 5- ALL HOSE BIBBS TO HAVE SHUT OFF VALVES AND VACUUM BREAKERS. /` ✓ 6. MAIN WATER SERVICE TO BE SIZED PER PLANS. D WATER SERVICE NOT SCALE DETAIL BACKFLOW NOT T A CONNECTION PREVENTOR o SCALE . 1 N0.2 ASSEMBLY SEE CIVIL PLANS FOR CONNECTIONS H.B. S.O.V. TOILET 1" C.W. -VAC BKR MTR BOX ® ® J 1 o I o1 0 - 0i 1®1 03 M I ®l o - ®o 1 -,LAV-Ilk LAV -1-1 BACKFLOW 1" C.W. UP 1/2" C.W. W -1 3 Z 1'• C.W. (Q.H.) - _ - _ _ _ � AC STORAGE 2 I 1. )' C.W. 102 I I 3- I I I I C.W. _ 1" C.W. (O.H.) t3/4" C.W. (O.H.I H 1/2" C.W. (O.H.)--- 11 I H.B..-�--�-t 3/4" C.W. (O.H.I� -3" VAC BKR I I STORAGE I a H.B. W/ S.O.V. I 101 I -VAC BKR I I I 1/2" C.W. (O.H.) I o _ OH 1/2" C.W. (0-H.) I I I I I 1 I I I I I I I I g- Tr ., T I I T T o to i o 0 0 0 0 HB 0 40 H -B. W/ S.O.V. I I WVAC BKR -VACBKR I O F.C.O. I I I I I I I I STORAGE ROOM PLUMBING PLAN -3- SCALE: 1/8" = V-0" I I I I I L �-----------------------0--0----------------------- 0 -0------------------------0- 0 ---------------------- 0--0-----------------------0-1 3"0 SAN. SEE CIVIL DWGS FOR CONNECTION REVISIONS: VLW�m REV. NO DATE DESCRIPTION: EOR >I ) s MUNICIPAL AIRPORT SATIN FINISH BRONZE TOP. HEAVY-DUTY SCORIATED COVER WITH "C.O." CAST IN. FINISH FLOOR SLAB GASKETED ABC CLEANOUT PLUG ADJUSTABLE HOUSING HUB OUTLET WITH GASKET TWO-WAY CLEANOUT TEE OR LONG SWEEP DETAIL FLOOR CLEAN-OUT N0. 3 -----------------------I L- -J EMICAL STORAGE 201 GOLF COURSE STORAGE BUILDING AT SEBASTIAN MUNICIPAL AIRPORT SEBASTIAN, FLORIDA NOT TO SCALE PLUMBING LEGEND -- - - - - COLD WATER LINE - - - - - - - - HOT WATER LINE SANITARY LINE \\\ FLOOR DRAIN H SHUT-OFF VALVE WATER CLOSET 1 HOSE BIBB WITH S.O.V. H.B. & VACUUM BREAKER A.A.V. AIR ADMITTANCE CHAMBER O.H OVER HEAD NOTES: 1. PRIOR TO CONSTRUCTION, PLUMBING CONTRACTOR SHALL LOCATE ALL EXISTING WATER & SANITARY LINES. 2. PLUMBING CONTRACTOR SHALL IDENTIFY ALL EXISTING INVERTS. 3. UNUSED EXISTING STUB -UPS AND OTHER SANITARY OPENINGS SHALL BE CAPPED BELOW FINISHED FLOOR. 4- PLUMBING CONTRACTOR SHALL UPGRADE WATER LINE IF NECESSARY TO ACCOMMODATE ALL PLUMBING FIXTURES. 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 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.... SEBASTIAN 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 1 1/4" DRINKING FOUNTAIN 1 O.S 0.5 1 1/4" TOTAL 3 - 5.5 - TOTAL SANITARY FIXTURE UNITS=..-..-..... SS MINIMUM SIZE SANITARY LINE (l0 1/8" SLOPE.............3--.-----..--- HOT & COLD WATER SIZING FIXTURE TYPE N0. C.W.F.U./EA- TOTAL H-W.F.U./EA. TOTAL WATER CLOSET 1 5.0 5.0 - - LAVATORY 1 1-5 1-5 1.5 1.5 DRINKING FOUNTAIN 1 0.25 0.25 - - HOSE BIBB S 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. ----.. --.--.- .011110 1 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) 111 ® LAVATORY -1 (HANDICAP) (1) AMERICAN STANDARD CADET II EL 1.6 GPF MODEL #2216.143 COLOR WHITE WITH OPEN CHURCH SEAT OLSNITE #95001 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- 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 SCALE: 1/8" .,.0.. DESIGN CRITERIA PROFESSIONAL ttIl'oF�PO , JOB NO: 215076 (II FORMICA •� . • • ... , , 'Q •, ASSOCIATES,c. �0� •��G E N `�'•••- 0 i- DRAWN: KP/FG/AP III)No.1 7 •9 Consulting Engineers t`_ =DESIGN: MCJ 3500 N.W. Boca Raton Blvd. Suite #711 T OF Boca Raton, FL. 33431 ; - 4: TEL: (561) 368-3611 FAX: (561) 368-4733 ' ,c�'0 ��$ P. �l CHECKED: R.F.F. Certificate #00008818 s`` O R 1, • ���, S •....•.,`G. Robert F. Formica. P.E. . eng een g c19733 ,0NA, ;,���, DATE: 06/01/15 E-mai CHECK SET: 06/01/15 II 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 3" ,/--BUILDING 2.. LAV `Ilr ri NOTE: VENT THROUGH WALL THEN TURN DOWN 90 DEGREES. INSTALL BUG SCREEN. RISER N0. 1 REV. NO DATE I 1" C.W. UP' 3/4'• C.W. (O.H_) 1/2•• C.W. - H.B. / - V v. - � AC BKR vz•• C . / I I H.B. W/ S.O.V. .VAC BKR 3••0 SAN. SEE CIVIL DWGS FOR CONNECTION SANITARY REVISIONS: DESCRIPTION: EOR MUNICIPAL AIRPORT NOT TOA RISER SC LE N0.2 GOLF COURSE STORAGE BUILDING AT SEBASTIAN MUNICIPAL AIRPORT SEBASTIAN, FLORIDA .. C.W. ITR BOX BACKFLOW \ 1" C.W. (O.H.) \ \ 112" C.W. I H.B. W/ S.O.V. & I VAC BKR NOTE: HOLD WATER ` LINES TIGHT \ TO ROOF LINE. \ 112" t.w. 1" C.W. (O.H.):"� \ I ` "1/2 C.W. � I 3/4" C.W. IO.H.) / W.C. ^ I LAV. / II 112" C.W. (O.H.) - / 111T1 1/2" C.W. (O.H H.B. / W/ S.O.V. +VACBKR I x H.B. W/ S.O.V. -VAC BKR WATER RISER CHEMICAL STORAGE BLDG, PLUMBING RISERS N.T.S. AMERICAN I N FRASTRUCTURE DEVELOPMENT, INC. Florida Certificate of Authorization No.: 28731 DESIGN CRITERIA PROFESSIONAL 7 III FORMICA IIII ASSOCIATES,. 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 F. FO �'•. .V M�4i•��GENSF••%,•' No.19 33 10 • IN +ONr�lle ���� JOB NO: 215076 DRAWN: KP/FG/AP DESIGN: MCJ CHECKED: R.F.F. DATE: 06/01/15 NOT TO SCALE I CHECK SET: 06i01/15 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 o CV N O L oT CVa cel S co I] 7 MIN. BETWEEN CU UNITS DETAIL NO.1 CONDENSING UNIT—\ 0 -1 10 .�,�/ NOTES R (Us ARE TO BE LOCATED ON 4' THICK PADS ABOVE THE AREA FLOOD PLANE. CONTRACTOR SHALL VERIFY REQUIRED ELEVATIONS WITH REQUIRED ELEVATIONS WITH MUNICIPALITY OFFICIAL GROUND MOUTED CONDENSING UNIT SECURING REOUIRMENTS IFMC 3011311 NO- OF SCREWS CONDENSING UNIT HEIGHT PER SIDE 1 0- - 1I - z 1z' -W 3 zL' - 36- ENGINEER GREATER THAN 36" SPECIFIED OR MORE THAN S TON SCREWS ARE TO BE M14 AND IN COMPLIANCE WITH ALL SUB -SECTIONS OF FMC 301.13. LINE W/ TION 4- THICK � v CONCRETE BASE BY OTHERS CONDENSING UNIT DETAIL Q➢ 0 0 0 I 01 0 I I 0 0 0 v4-1►. TAPCONS ITYP OF BI NOT TO SCALE DETAIL WALL DAMPER MOUNTING DETAIL NO.2 NOTE_ CONTROL DAMPER TO BE RUSKIN COSO OR EQUAL TO BE APPROVED BY THE ENGINEER. NOT TO SCALE CONCRETE PAD BY OTHERS \ WC DETAIL NO.3 L/S LINES UP. CHANNEL ROUTE OVERHEAD TO WAHU a FASTEN WITH 13) # 10 TAP CONS EACH SIDE WALL CAP DETAIL NOT TO SCALE EXHAUST FAN DATA FAN # MANUFACTURER CFM E.S.P. IN. WG. RPM - ROOF CURB TYPE - DIRECT DRIVE ELECTRIC V/O/HZ OPERATING WEIGHT ACCESS. - ROOF CURB TYPE - FIRESTAT - BACKDRAFT DAMPER - DISCONNECT SWITCH - SPEED CONTROL REMARKS AIR CONDITIONING SPECIFICATION VOIA WHEN APPLICABLE. WALL CAP � x FIRE DAMPERS SHALL BE INSTALLED IN ALL DUCTS PENETRATING FIRE RATED ROOFS AND CEILINGS AND -(� o U U Uo WHERE REQUIRED BY CODES- PROVIDE ACCESS DOORS AT EACH FIRE DAMPER LOCATION.1I1ref WAHU-1 1 I O WARRANTIES 4.0 I 36X36 OUTDOOR INTAKE LOUVER 36X36 OUTDOOR INTAKE LOUVER I xCORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE 0/A IEQUAL TO RUSKING EME520MD.-1EQUAL TO RUSKING EME520MD.REPLACEMENTS OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED LOUVER A_ STORA E EF 1 i PROVIDE WITH BUG SCREEN. 1 PROVIDE WITH BUG SCREEN. THEREBY. 14"x14" 50 CFM I 1 x CONTRACTOR SHALL ADJUST, TEST AND BALANCE ALL SYSTEMS. BALANCED AIR FLOWS 102 ® TOILET TORAGE N ITHIN 10 PERCENT OF THE DESIGN VALUES. SUBMIT COPY OF WORKSHEET TO ENGINEER/ARCHITECT. MQ 1 103 * o Es 1 Qt RIGID DUCTWORK TO BE CERTAINTEED 'TOUGHGARD' IN KITCHEN AREA. -- -- -- -- j t Q1 FLEXIBLE DUCT WORK OVER 10 FT. SHALL BE SEMI-RIGID ROUND FIBERGLASS DUCT. H a (3) INSULATE 0/A AND EXHAUST DUCT WHEN THEY ARE IN AIR CONDITIONING SPACE. GENERAL x DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE DRAWINGS FOR THE EXACT LOCATION OF EQUIPMENT, EF -1 EF -2 PIPING, DUCTWORK, ETC. 1 I . I•I I x THESE DRAWINGS DO NOT SHOW EVERY MINOR DETAIL, BUT THE CONTRACTOR SHALL FURNISH BROAN GREENHECK AND INSTALL ALL ITEMS REQUIRED FOR A COMPLETE, ACCEPTABLE WORKING INSTALLATION. QTXE050 St -10-428-P x ALL WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN A FIRST CLASS, WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTANCE BY ENGINEER/ARCHITECT MUST 50 536 BE A CONDITION OF THE SUB -CONTRACT. --- --- x CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES. INSPECTIONS, AND TESTS. 0.100 0.100 x CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING — CONDITIONS. -- STORAGE x ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROCESS - - OF CONSTRUCTION. x ALL REQUIRED INSURANCE SHALL BE PROVIDED BY THIS CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 1200 1200 x ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE NATIONAL, STATE AND LOCAL CODES, RULES, AND ORDINANCES. 120/1/60 120/1/60 x ALL MATERIALS SHALL BE NEW AND SHALL BEAR UNDERWRITERS LABEL WHERE APPLICABLE. 0.3 AMPS 0.4 AMPS x THE MECHANICAL CONTRACTOR SHALL PROVIDE A WRITTEN WARRANTY THAT SHALL GUARANTEE ALL WORKMANSHIP AND MATERIALS FOR ONE YEAR FROM THE DATE OF FINAL WORK ACCEPTANCE. EQUIPMENT 13.2 LBS - SHALL BE U.L. APPROVED. x ARCHITECTURAL AND/OR ENGINEERING EXPENSES THAT ARE INCURRED DUE TO REVISIONS OR SUBSTITUTIONS REQUESTED BY THE CONTRACTOR SHALL BE PAID FOR BY THE CONTRACTOR. i INSTALLATION x THE MECHANICAL CONTRACTOR SHALL PROVIDE HVAC EQUIPMENT AS SCHEDULED WITH THE CAPACITIES SHOWN ON THE PLAN. x SUBMIT SHOP DRAWINGS ON ALL EQUIPMENT AND OBTAIN APPROVAL PRIOR TO INSTALLATION. 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. Ox A/C UNIT SUPPLY AND RETURN AIR DUCTS SHALL BE R-6 JOHNS MANVILLE MAT -FACED MICRO-AIRE FIBERGLASS 14"x14" DUCT BOARD, TYPE 800 (UL APPROVED) , INSTALLED PER MANUFACTURER'S INSTRUCTIONS. x ALL DUCTWORK SHALL CONFORM TO S.M.A.C.N.A. STANDARDS. ALL DUCTWORK SIZES ARE NET INSIDE _ _ DIMENSIONS. 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 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 Ox 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_ EF -2 x INSTALL SMOKE DUCT DETECTORS IN THE SUPPLY DUCT OF ALL A/C UNITS EXCEEDING 2000 CFM (INTERLOCK WITH SCALE: 118" =1'-0" 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. EF x CONNECT CONDENSATE DRAIN PIPING FROM UNIT THROUGH A TRAP TO CONDENSATE DRAIN PLUMBING CONTRACTOR MOUNT ABOVE MAY INSTALL DRAIN WITHIN 6 FEET OF UNIT IF CONTRACTED TO DO S0- • SET AIR CONDITIONING HANDLER AND CONDENSATE UNITS ON APPROVED BASES WITH VIBRATION ISOLATORS. x ALL OUTDOOR AIR INTAKES SHALL BE SCREENED WITH A CORROSION -RESISTANT MATERIAL NOT LARGER THAN 1/2" MESH. x MOUNT THERMOSTATS 5'-8" ABOVE FLOOR, UNLESS NOTED OTHERWISE. j x THERMOSTATS FOR A/C UNIT SHALL BE HEAT/OFF/COOL AND FAN/AUTO/ON SWITCHED AND SHALL BE APPROVED BY EQUIPMENT MANUFACTURER. x FURNISH AND INSTALL ALL TEMPERATURE CONTROLS UNDER THIS CONTRACT, INCLUDING HUMIDITY CONTROLS VOIA WHEN APPLICABLE. WALL CAP � x FIRE DAMPERS SHALL BE INSTALLED IN ALL DUCTS PENETRATING FIRE RATED ROOFS AND CEILINGS AND -(� o U U Uo WHERE REQUIRED BY CODES- PROVIDE ACCESS DOORS AT EACH FIRE DAMPER LOCATION.1I1ref WAHU-1 1 I O WARRANTIES 4.0 I 36X36 OUTDOOR INTAKE LOUVER 36X36 OUTDOOR INTAKE LOUVER I xCORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE 0/A IEQUAL TO RUSKING EME520MD.-1EQUAL TO RUSKING EME520MD.REPLACEMENTS OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED LOUVER A_ STORA E EF 1 i PROVIDE WITH BUG SCREEN. 1 PROVIDE WITH BUG SCREEN. THEREBY. 14"x14" 50 CFM I 1 x CONTRACTOR SHALL ADJUST, TEST AND BALANCE ALL SYSTEMS. BALANCED AIR FLOWS 102 ® TOILET TORAGE N ITHIN 10 PERCENT OF THE DESIGN VALUES. SUBMIT COPY OF WORKSHEET TO ENGINEER/ARCHITECT. MQ 1 103 * o Es 1 Qt RIGID DUCTWORK TO BE CERTAINTEED 'TOUGHGARD' IN KITCHEN AREA. -- -- -- -- j t Q1 FLEXIBLE DUCT WORK OVER 10 FT. SHALL BE SEMI-RIGID ROUND FIBERGLASS DUCT. H a (3) INSULATE 0/A AND EXHAUST DUCT WHEN THEY ARE IN AIR CONDITIONING SPACE. REVISIONS: lay REV. NO DATE DESCRIPTION: EOR ) MUNICIPAL AIRPORT GOLF COURSE STORAGE BUILDING AT SEBASTIAN MUNICIPAL AIRPORT SEBASTIAN, FLORIDA AMERICAN I N FRASTRUCTURE DEVELOPMENT, INC. Florida Certificate of Authorization No.: 28731 DESIGN CRITERIA PROFESSIONAL III FORMICA IIII ASSOCIATESI(;. Consulting Engineers 3500 N.W. Boca Raton Blvd. �- Suite #711 G 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 000 q tomatu I JOB NO: 215076 ." 1!0"0 DRAWN: KP/FG/AP R�v 5 +a �3 .^' DESIGN: MCJ CHECKED: R.F.F. ►�i�'' �� R` �, DATE: 06/01/15 FSSioN I�IIllllit��� CHECK SET= 06/01/15 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 I I I I 1 I . I•I I L------ --- --- -----J — -- -- STORAGE -- -- -- - 101 I 0/A* INO A/C i LOUVER 14"x14" 1 ° CHEMICAL STORAGE BLDG. MECHANICAL PLAN EF -2 SCALE: 118" =1'-0" EF MOUNT ABOVE I DOOR -24" j T T AIR CONDITIONING DATA ELEVATOR EQUIPMENT ROOMI o � e � __ T ' __ T I __ I T _- -_ I I ° i° CONDENSING UNIT AIR HANDLER UNIT FAN E.S.P. IN ELECTRIC SUCTION & LIQUID I - o -- O o - o o - O I I 75 TON UNIT N0. MFG. QTY MODEL N0. QTY. MODEL N0. TOTAL SENSIBLE SEER TOTAL 0!A - WATER HEAT LINES I I MOUNT - 24" I WCU 1WAHU-1 MISTUBISHI 2 MUZFH09NA 2 MSZFH09NA 9,000 30.5 - BTUO/H 1 BELOW ROOF LINE. i A/C EQUIPMENT NOTES: t STORAGE ROOM MECHANICAL PLAN I I I 11 VERIFY ALL A/C ELECTRICAL REQUIREMENTS WITH MANUFACTURERS SPEC. PRIOR TO INSTALLATION. I I I 2) PROVIDE R -410A REFRIGERANT SCALE: 118" = 11-0" I 3) PROVIDE PULL FUSED DISCONNECTS. I 4) REFRIGERANT LINE SIZE BASED ON 0-80 FT. TOTAL EQUIIVALENT LENGTH I ELECTRICAL DATA I j T I I I I I .75 TON UNIT NO. V/P/Hz COMPRESSOR OFM IFM ELECTRIC CONDENSING UNIT AIR HANDLER UNIT 1 I QTY FLA LRA QTY FLA HP FLA HEAT MIN. CAPACITY MAX FUSE MIN. CAPACITY MAX FUSE 0----------------------0--� © -------------------------- ® O O ----------------------------------------------------------------- ® O O ® O O ----------- ® I O -_-- ® 1 - .50 WCU-1° /1/ 1 8.2 10. .67 - 11A 15A 1A - REVISIONS: lay REV. NO DATE DESCRIPTION: EOR ) MUNICIPAL AIRPORT GOLF COURSE STORAGE BUILDING AT SEBASTIAN MUNICIPAL AIRPORT SEBASTIAN, FLORIDA AMERICAN I N FRASTRUCTURE DEVELOPMENT, INC. Florida Certificate of Authorization No.: 28731 DESIGN CRITERIA PROFESSIONAL III FORMICA IIII ASSOCIATESI(;. Consulting Engineers 3500 N.W. Boca Raton Blvd. �- Suite #711 G 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 000 q tomatu I JOB NO: 215076 ." 1!0"0 DRAWN: KP/FG/AP R�v 5 +a �3 .^' DESIGN: MCJ CHECKED: R.F.F. ►�i�'' �� R` �, DATE: 06/01/15 FSSioN I�IIllllit��� CHECK SET= 06/01/15 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 I Landscape Specifications 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. Undersizin or substitution f n i r u o 0 one species es o cultivar for another species is a breach f contract eat o co act and will be "Rejected" at the time of final 9 P P 1 landscape inspection unless approved by Landscape Architect. 3. Project Warranty: All plant material shall be warranted for a period of one (1) year after date of substantial completion 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. An and all conditions which the contractor feels will be detrimental to he success of the planting Any t s p n ng shall be brought to the owner or representative's attention. 5, The contractor shall verify the Iocation of underground utilities Prior to commencing work on any project area. 6. Mulch planting areas with 3" layer 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 grade. No filling will be permitted around trunks 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 the 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 IBDU 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 football 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 l" 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 prior 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 \X X X X X ;: X .Landscape Details Spread Place 1/2" diameter black rubber hose on alrguy wires at aQpoints of contact with I tree. 3 times diameter II� ofrootball(Nin.) I Notes: s. AfCpruning shafrbe completedat the direction of the Landscape Architect. 2. No nails shaffbe driven into tree Tree Planting Detail Not to Scale X 0 Place.3 galvanizedsteetdoubfe strand#j2 BB 8 y gauge twisted u wires with one gAlvani2 d turnbucklelerrguywire spaced at equal distance around tree. Attach florescent safety frags a min. of 12" in length to each guy wire. Planting depth shaft be so% less than the height o the root bafffrom the lair Root. tB f fi" t F Diameter of hole to be three times the size of root ballminimum. Plant top of root baff at 2"minimum above the finished grade elevation Form a mulch berm with 3"minimum depth andno more than 4" high Mulch to edge of rootbaii but leave top of rootbalt exposed Remove burlap or steelcage from top 1/3 of root balt0fapplicable). Finishedgrade Drive z"x 4"x 24"woodstake a min. of3" below grade. Backfilraround root bafraccording to specifications. 'Water and tamp to remove airpockets. 0 )( X M X I I X I I X X X 0 0 X X X Place 1/2" diameter black rubber hose on alt guy wires at alCpofnts of contact with tree. Place 3 galvanizedsteeCdoubfe strand #r2 gauge twisted Buy wireswith one galvanized turnbuckleperguy wire spacedat equaC distance around tree above the first lateraC branch. Attach florescent safety ffags a min. Of 12" in length to each guy wire. Tree Trunk Guy -Wire .attachment Detail Not to Scale 2"x 4" x 24"tong stake guy wire or wood bracing Tree Pit Root Balt M� W- 11111=1 - r I IA1I=III - loll ;.=11111: = _ __ _ -I -I11h-ri�ii-'III i-'' - 'tl -1(111=iflll=11(11= 11='''� =11111=11111=Ili"- Notes: 1. AYymning shadbe completedat the direction of the Landscape Architect. z. Remove any container from aroundrootbafC 3. PCant as hedge row with O.C. (on center) spacing as speed inprant list, or with triangular spacing as a mass. Shrub Detail Not to ScaCe 3"minimum depth of mulch- Xeep mulch away from base of stem (See specifications) Planting depth shalrequaCdepth of root baff Diameter of hole to be twice the size of root balT For root baCCs larger than z' in diameter, the hole shouCdbe 2' wider than root ballon af'sides. Plant top of root ball at same elevation as finished grade. Finished Grade rade G Form 3" continuous earthen rim around planting hole. BackfitTaroundroot ballaccordng to specifications. "water andtamp to remove airpockets. Place root baCCat bottom of undisturbed subgrade ofprantingpit. Section aci Sp O - .C. B See Plant List for O.C. (on center) spacing n _I 3"minimum depth of mulch 9ceep mulch PCan 1,iew Tree Trunk ,� � I away from vase of stem (See spec ficatunul li 53 Planting depth shalCequardepth of root �.ao 06 ball Diameter of hole to be twice the size Staking Detail of root balK Plant top of root balfatsame elevation as finished grade. Nor to Scale III -III -11I -III- I -I II -I 1 1-. I Fdeinishedgra z times diameter Backfilraroundroot balCaccording to iz"depth of water - Drainage resting Pit of footbaspecifications. 'Water andtamp to remove ll Finishedgrade airpockets. •N Nonporous soil Place root baltat bottom of undisturbed subgrade ofpCantingpit. Porous soil Plan II' 6" diameter drainage channel „ I-II -III- I I- I I I :tom„ i•r ; R"••; • �• �; �:. Note: `iy rv�l ; ..�.,. ti.:_�'x` 3"minimum deptk of muCcli 9Ceep mulch Refer top(anting de[ai& forsize of w ; �� 7,w; •..;, "• away from base of stem (See spec atians) pfantingps Rootbalt 'a�.• _, Finishedgrade Alternate spacing of plants to insure f• proper coverage of grouncCcaver • Planting mix (TrianguCateplianting) } _ �` Edge ofytanting bed A. Non VIA vas.s porous soil y - I -L /- Porous roll �1 IL=111�{I-11 J1 r- 6 dameter drainage channeffilred with course graveC DfscardmateriaC Planted pit with inadequate drainage removed from drainage channeC Drainage Testing Detail Ground Cover Detail Not to ScaCe Not to Scale landscape Data Commercial Street Tree Requirement Perimeter Landscape Buffer Strip Requirements Sec. 54-3-14.10 (1) Sec. 54-3-14.11 (b) Required = 1 Tree / 25 s.f. of road with a minimum of 2 trees on any street frontage Required = 10' Wide Perimeter Landscape Buffer Strip Required = 2 Trees on any street frontage Required = 10' Wide Perimeter Landscape Buffer Strip with 4' tall hedge at time of planting Provided = 2 Trees Provided = 10' Wide Perimeter Landscape Buffer Strip with 4' tall hedge at time of planting Commercial Tree Requirements Interior Landscape Requirements Sec. 54-3-14.10 (a)(2) Sec. 54-3-14.11 (C)(1) Required = 1 Tree / 35 linear feet around perimeter Required = Min. 15 s.f. / 1 parking space (minimum 50 s.f. in size) Trees Required = 65T/ 35 =19 Trees Required = 10 Spaces x 15 s.f. = 150 s.f. 1 Provided = 19 Trees Provided = 150 s.f. Tree Requirements For Off -Street Parking Parkinq Lot Landscapinq Sec. 54-3-14.10 (a)(3) Sec. 54-3-14.11(d)(2) Required = 1 Tree / 5 Parking Spaces Required = Continous Hedge 3' Min. Height at time of planting staggard Trees Required = 10 Spaces / 5 = 2 Trees Hedge Required = 65T/ 2'= 329 Shrubs Provided = 2 Trees Provided = 330 Shrubs Tree Requirements For Open Space Minimum Use of Native Trees Sec. 54-3-14.10 (a)(4) Sec. 54-3-14.11 (e)(1) Required = 1 Tree 12,000 s.f. of Open Space Required = A minimum of fifty (50) percent of the required trees shall be native Trees Required = 12,665 s.f. / 2,000 s.f. = 6 Trees Total Trees Required = 24 Trees Provided= 6 Trees Provided = 24 Native Trees = 100% 1 P`Cantlist QTY SYM SPECIES COMMON NAME/DESCRIPTION SIZE SPACING REMARKS CANOPY / ORNAMENTAL TREES 2 MG" MAGNOLIA GRANDIFLORA 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' 2'0.C. FULL & THICK SOD PASPALUM NOTATUM BAHIA SOD SEE SPECS "= FLORIDA NATIVE NOTE: D.B.N. IS MEASURED 4.5'ABOVE GRADE qeneraCWotes 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 7.9 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. �X XX Landscape Plan.X North Scale: V'= = 30' I 0 15' 30' 60' Gro�c enc. p LandscapeArcfiltecture - Site Planning 900 East Ocean Boulevard, Suite 130d Stuart, Florida 34994 (772)344-2340 LC.•26000198 SIGNATURE AND SEAL Landscape Architect. i ,r Jeffrey W. Smith, RLA� in:oon1M ,job No. 13-0605 Drawn By JWS Submittal Dates 7-8-2013 L• i i 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 J of BID DOCUMENTS 9/23/2015