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HomeMy WebLinkAbout2016 - Construct Plans Hangar C.. ..Y=..._.r<...,,.. s, �'^:x.n:. -. �- _ s,:..-�_ <.. h .:..,., ..: c>.......x .. _ x .., Y ... _ ... wn v r t+ r - I •I I III I I III '.•. i1 '4�' '• " •'•� -""�x� •� • �^'•�• ••� .. _,. :... .. ., �. , _C '• .s.-.r.�,..s- rr;•»n+',i;a-va .w'ran ,: •,.,srv.a'r,r: 1Yu ..: '• vnew..r•rv,'.•:a}a w. v:. •-. r-su' ISI: , x'.v.e.,ie, r. : '..,:.. : .:1:.,:. : r _ • ..,.. - .. ,.-,.. __. �,. ....,�.... �r.riswiii if, rlYi ,,, ,. VICINITY MAP LOCATION MAP :t 0 0.25 0.5 1.0 �OQQV u Yv Cl� APPROXIMATE SCALE IN MILES .:.:,;..1, •.. w.: .:. ♦:)t`� tit! t`.. . :.!•�i t R �s w" •z.s..'. . 'r-• .S:N. A 'Ia a - • [ ,4I r. r v A v OP. � SECTION31SECTION 36 30 S. RNTWP30 S. RNG. 39 E. pr--N 7:5JOCmRVV �rkr Q j ; . � ��::_ •:;4•' ;.,; �,,�� _ '� ; LOCATION ee SENASTIAN ensccota MUNICIPALAIRPORT -- Ga m I: DwAona y Beach tit pkv U $ A > MAiIdl1 ST. 14 ti r °a J z �s 'r SECTIO N 6 r„ Tttasv Eife 0 0 50 100 150 APPROXIMATE SCALE IN MILES I Call 48 hours before you dig It's the Lain! Phone: 811 Sunshine State One Ctttt vt t-wr�ctu, trt�.. Vero Beach Palm Beach aTt uderdale Miami 4 1 4 .� Key West \�11111 ! z Ntv ENS O-�A N . P42re TF f4 R1 01� ltttlll� MICHAEL COPPAGE, PE FL P.E. NO 73428 I►C•a REVISIONS Description . _....... . . SEBASTIAN, FLORIDA CONSTRUCTION PLANS FOR: FDOT PROJECT No.: 425750-1-94-01 BAKER PROJECT No.: 139975 FEBRUARY 2016, PREPARED BY: .I d SHEET TITLE DRAWING NO. I Call 48 hours before you dig It's the Lain! Phone: 811 Sunshine State One Ctttt vt t-wr�ctu, trt�.. Vero Beach Palm Beach aTt uderdale Miami 4 1 4 .� Key West \�11111 ! z Ntv ENS O-�A N . P42re TF f4 R1 01� ltttlll� MICHAEL COPPAGE, PE FL P.E. NO 73428 I►C•a REVISIONS Description . _....... . . SEBASTIAN, FLORIDA CONSTRUCTION PLANS FOR: FDOT PROJECT No.: 425750-1-94-01 BAKER PROJECT No.: 139975 FEBRUARY 2016, PREPARED BY: .I INDEX OF SHEETS SHEET TITLE DRAWING NO. COVER SHEET - CIVIL DRAWINGS _ Ak GENERAL NOTES G1.1 . PROJECT LAYOUT PLAN Date By x71. - SAFETY AND PHASING PLAN G3.1 SAFETY AND PHASING NOTES AND DETAILS G3.2 INTERNATIANAI DEMOLITION PLAN C1.1 5020 WEST LINEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813) 889-3892 ARCHITECT BUSINESS NUMBER AA26002484 CERTIFICATE OF AUTHORIZATION NUMBER 28861 INDEX OF SHEETS SHEET TITLE DRAWING NO. COVER SHEET - CIVIL DRAWINGS GENERAL NOTES G1.1 PROJECT LAYOUT PLAN G2.1 SITE PLAN G2.2 SAFETY AND PHASING PLAN G3.1 SAFETY AND PHASING NOTES AND DETAILS G3.2 DEMOLITION PLAN C1.1 STAKING PLAN C2.1 GRADING AND UTILITY PLAN C3.1 & C3.2 EROSION CONTROL PLAN C3.3 EROSION CONTROL DETAILS C3.4 CONSTRUCTION DETAILS C4.1 THRU C4«3 UTILITY DETAILS C5.1 THRU C5.6 LANDSCAPE PLAN C6.1 LANDSCAPE DETAILS AND NOTES C6.2 IRRIGATION PLAN C7.1 IRRIGATION DETAILS C7.2 IRRIGATION NOTES C7.3 ARCHITECTURAL DRAWINGS ABBREVIATIONS, SYMBOLS AND MOUNTING HEIGHTS GO.00 UL ASSEMBLIES GO.01 GENERAL NOTES GO.02 LIFE SAFETY PLAN LS 1.0 FLOOR PLAN A1.0 ROOF PLAN A1.2 REFLECTED CEILING PLAN A1.3 ENLARGED FLOOR PLAN & INTERIOR PARTITION A1.4 DOOR SCHEDULE AND DETAILS A1.5 EXTERIOR ELEVATIONS A2.0 & A2.1 BUILDING SECTIONS A3.0 WALL SECTIONS A3.1 MECHANICAL DRAWINGS HVAC GENERAL NOTES AND SYMBOLS MO.1 FLOOR PLAN - HVAC M1.1 HVAC SCHEDULES M3.1 Incf i River County Utilities IDepartment HVAC DETAILS M5.1 VApproved PLUMBING DRAWINGS Approved as Noted PLUMBING GENERAL NOTES, SYMBOLS AND SCHEDULES PO.1 Revise and Resubmit FLOOR PLAN - PLUMBING - SANITARY P1.1 Not Approved FLOOR PLAN - PLUMBING - DOMESTIC WATER P1.2 For: 0 PLUMBING RISER DIAGRAMS P3.1 Review hAs been performed to confirm compliance PLUMBING DETAILS P5.1 & P5.2 with Indian River County Design and Construction Standards. Neither the reviewer nor the County is ELECTRICAL DRAWINGS the design Engineer -of -Record and therefore neither , ELECTRICAL SYMBOL LIST, GENERAL NOTES E0 1 entity accepts responsibility for the accuracy and v & LIGHTING FIXTURE SCHEDULE the contents of the design documents and/or other G SITE PLAN - LIGHTING PHOTOMETRICS ES1.1 Oata submitted by the applicant. I FLOOR PLAN - LIGHING E1.1 2- Date: .0 I FLOOR PLAN POWER & SYSTEMS E2.1 Signature: - ,I PANEL SCHEDULES AND POWER RISER DIAGRAM E3.1 DETAILS AND WIRING DIAGRAMS E4.1 STRUCTURAL DRAWINGS STRUCTURAL NOTES SO.O FOUNDATION PLAN 51.0 SCHEMATIC PLANS S1.1 GENERAL DETAILS S2.0 & 52.1 FOUNDATION DETAILS 53.0 SECTION DETAILS S4.0 1 i 2 GENERAL NOTES: 1. PERMITS: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL APPLICABLE PERMITS FOR CONSTRUCTION AND EQUIPMENT INCLUDING BUT NOT LIMITED TO CITY OF SEBASTIAN BUILDING PERMIT, CITY OF SEBASTIAN FILL/EXCAVATION PERMIT, FDEP NOTICE OF INTENT, INDIAN RIVER COUNTY UTILITY CONSTRUCTION PERMITS, INDIAN RIVER COUNTY DEPARTMENT OF HEALTH PERMITS FOR IRRIGATION SYSTEM AND OILM/ATER SEPARATOR, SJRWMD DEWATERING PERMIT, CITY OF SEBASTIAN DEWATERING PERMIT, AND DIG PERMITS. CITY HAS OBTAINED SJRWMD ENVIRONMENTAL RESOURCE PERMIT AND FAA OE/AAA AIRSPACE APPROVAL. THE CONTRACTOR MAY BE REQUIRED TO SUBMIT FOR ADDITIONAL AIRSPACE APPROVAL FROM FAA. REFER TO CONSTRUCTION SAFETY AND PHASING SHEETS FOR ADDITIONAL INFORMATION. p 2. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE STORAGE AND SECURITY OF HIS MATERIAL AND EQUIPMENT AND SHALL ERECT STORAGE FACILITIES AND FENCING AS NECESSARY. THE CONTRACTOR'S STORAGE AND STAGING AREA SHALL BE LOCATED WITHIN THE STAGING AREA LIMITS AS SHOWN ON THE PLANS AND COORDINATED WITH THE ENGINEER. 3. THE CONTRACTOR'S STAGING AREA 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 CITY PRIOR TO CONSTRUCTION. 4. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE PROJECT AREA THROUGH THE PROJECT ACCESS ROUTES APPROVED BY THE ENGINEER ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY OF ALL GATES HE USES FOR ACCESS ONTO AIRPORT PROPERTY. 5. 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. 6. BURNING OF DEBRIS WILL NOT BE ALLOWED ON AIRPORT PROPERTY. 7. 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 ENGINEER. 8. EXISTING EASEMENTS TO OTHER PROPERTIES SHALL BE MAINTAINED AT ALL TIMES. 9. 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 PAVEMENTS TO SATISFACTORILY SUSTAIN U 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 CITY. 10. 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 CITY OR AIRPORT MANAGER. 11. THE CITY 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. _ 12. 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. NO MEASUREMENT OR PAYMENT WILL BE MADE FOR THIS ITEM. 13. THE CONTRACTOR SHALL MAINTAIN SECURITY WITHIN THE PROJECT SITE AT ALL TIMES. NO UNAUTHORIZED PERSONNEL SHALL BE ALLOWED ON THE SITE. 14. THE CONTRACTOR SHALL KEEP A WATER TRUCK ONSITE AT ALL TIMES FOR THE PURPOSE OF CONTROLLING DUST AS REQUIRED BY THE CONTRACT DOCUMENTS. m 15. AIRPORT REPRESENTATIVES: FRANK WATANABE (772) 388-8228 16. AFTER THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL PROVIDE THE CITY OF SEBASTIAN WITH CERTIFIED REPRODUCIBLE AS -BUILT PLANS, SIGNED AND SEALED BY A REGISTERED FLORIDA ENGINEER OR SURVEYOR AND AN ELECTRONIC COPY IN AUTOCAD FORMAT, PRIOR TO FINAL ACCEPTANCE. 17. CONTRACTOR IS RESPONSIBLE FOR COMPLETING ALL CLOSEOUT DOCUMENTATION REQUIRED BY CITY AND STATE AGENCIES. 18. CONTRACTOR SHALL VISIT THE SITE TO DETERMINE EXISTING CONDITIONS PRIOR TO SUBMITTING BID. THE CONTRACTOR SHALL REPORT TO THE ENGINEER ANY VARIATIONS FROM THE INFORMATION SHOWN ON THE CONSTRUCTION PLANS. " 19. PROJECT PAY ITEMS: THE PROJECT PAY ITEMS ARE PROVIDED TO BE INCLUSIVE OF ALL WORK TO BE PERFORMEDAS SHOWN IN THE CONTRACT DOCUMENTS. ALL WORK REQUIRED TO COMPLETE A CONTRACT ITEM BUT NOT SPECIFICALLY IDENTIFIED TO BE PART OF AN ITEM IS CONSIDERED INCIDENTAL. 20. THE QUANTITIES SHOWN ON THE PLANS ARE APPROXIMATE. CONTRACTOR SHALL BE PAID FOR ACTUAL UNITS OF WORK (TONS, S.Y., L.F., ETC.) IN ACCORDANCE WITH THE CONTRACT BID ITEMS, COMPLETED BY THE CONTRACTOR, MEASURED IN-PLACE AND ACCEPTED BY THE ENGINEER. �iiuiYlliillilllIWYIIIiIrIYIIIiIIIYIIuiYrdull/IiWIIIUIIIII.IIOiW1111W1tllli llI�II�IilitlfYYY'iWl`.'""'"''."ii1IlYYYWWiY IYlili�ll - .� Call 48 hours before you dig It's the Law! 1-800-432-4770 *;M"WHF1@ StQt@ ORB CcJll Wr riurml, irrL. 'r_; 21. ALL DISPUTES ARISING FROM THE CONTRACTOR SHALL BE DECIDED BY THE ENGINEER, WHOSE DECISION SHALL BE FINAL. 22. LIQUIDATED DAMAGES: LIQUIDATED DAMAGES SHALL BE ASSESSED FOR FAILURE TO COMPLETE WORK WITHIN THE SPECIFIED CONTRACT TIME AS PRESCRIBED IN THE CONTRACT DOCUMENTS. 23. CONTRACTOR SHALL MONITOR THE AIRPORT UNICOM FREQUENCY (123.05) AT ALL TIMES DURING CONSTRUCTION. CONTRACTOR WILL HAVE A WORKING RADIO ON SITE AT ALL TIMES DURING CONSTRUCTION AND SHALL ASSIGN RESPONSIBLE PERSONNEL INCLUDING ALL FLAGMEN TO CONTINUOUSLY MONITOR THE APPROPRIATE FREQUENCY. SEE SPECIFICATION 01530-2.3B. 24. AL VEHICLES USED ON THE AIRFIELD SHALL MEET FAA REQUIREMENTS FOR MARKINGS AND LIGHTING. (SEE AC 150/5210-5, LATEST EDITION). 25. PRIOR TO DIGGING ANY TRENCHES, CONTRACTOR SHALL NOTIFY ALL UTILITIES (ELECTRIC, GAS, TELEPHONE, WATER, SEWER) AND OBTAIN LOCATIONS OF UNDERGROUND UTILITIES. 26, ANY UNPLANNED, UNAPPROVED, OR ACCIDENTAL SHUTDOWN OR INTERRUPTION OF SERVICE TO ANY LIGHTING CIRCUIT OR NAVIGATIONAL AID REQUIRES IMMEDIATE NOTIFICATION OF THE AIRPORT MANAGER AND ENGINEER BY THE CONTRACTOR. THE COST OF MATERIALS AND LABOR REQUIRED TO REPAIR THE LIGHTING CIRCUIT SHALL BE BORNE BY THE CONTRACTOR. 27. CONTRACTOR SHALL PROTECT ALL NAVIGATIONAL AIDS (NAVAIDS) DURING CONSTRUCTION. CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGE TO EXISTING NAVAIDS. ANY DAMAGE TO NAVAIDS WILL REQUIRE SUBMITTALS FOR APPROVAL BY THE ENGINEER. THE ENGINEER SHALL BE NOTIFIED OF ANY DAMAGE AND IMMEDIATE REPAIR AT THE CONTRACTOR'S EXPENSE WILL BE REQUIRED. 28. ALL REQUIRED WIRES, SPLICES, CONNECTIONS, THRUST BLOCKS, GASKETS, OR ANY OTHER APPURTINENCES SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT UNIT PRICE REQUIRING THE ADDITIONAL APPURTENANCE. 29. THE CONTRACTORSHALL CONDUCT A WALKTHROUGH WITH THE CITY AND ENGINEER AND PHOTOGRAPHICALLY DOCUMENT ANY EXISTING DAMAGE TO PAVEMENT OR EXISTING SITE CONDITIONS AND SUBMIT A REPORT OF ALL EXISTING DAMAGE PRIOR TO BEGINNING DEMOLITION OPERATIONS. THIS SHALL INCLUDE VERIFICATION OF EXISTING SILT COLLECTIO WITHIN EXISTING STORMWATER COLLECTION STRUCTURES CONTIGUOUS TO THE SITE. QUALITY CONTROL NOTES: 1. CONTRACTOR SHALL BE REQUIRED TO SUBMIT A QUALITY CONTROL PLAN FOR ALL WORK ITEMS THAT REQUIRE QUALITY CONTROL, QUALITY ASSURANCE, MATERIAL VERIFICATION, DENSITY TESTS, AND ALL FIELD AND LABORATORY TESTS REQUIRED BY THE CONTRACT SPECIFICATIONS. CONTRACTOR SHALL PROVIDE FULL QUALITY CONTROL AND QUALITY ASSURANCE TESTING BY SEPARATE CERTIFIED FIRMS/INDIVIDUALS. 2. WITHIN 10 DAYS OF NOTIFICATION OF INTENT TO AWARD, THE CONTRACTOR SHALL SUBMIT SEVEN (7) COPIES OF A WRITTEN QUALITY CONTROL PLAN. THE CONTRACTOR SHALL DESIGNATE A QUALITY CONTROL OFFICER RESPONSIBLE FOR THE QUALITY OF CONSTRUCTION AND SHALL INCLUDE AN ORGANIZATIONAL CHART DESIGNATING QUALITY CONTROL RESPONSIBILITIES. THE PLAN SMALL ENCOMPASS A PROGRAM OF QUALITY CONTROL ACTIVITIES FOR THE PROJECT AS A WHOLE, AS WELL AS SPECIFIED PROCEDURES FOR EACH ELEMENT OF WORK. SEE SECTION 1400 QUALITY REQUIREMENTS AND TESTING LABORATORY SERVICES IN THE PROJECT MANUAL FOR ADDITIONAL INFORMATION. 3. FOR EACH MAJOR ELEMENT OF WORK, THE CONTRACTOR SHALL DESCRIBE IN THE QUALITY CONTROL PLAN PRELIMARY INSPECTION PROCEDURES TO BE ACCOMPLISHED PRIOR TO START UP, PROGRESS INSPECTION PROCEDURES TO MONITOR THE WORK IN PROGRESS, AS WELL AS FINAL INSPECTIONS TO VERIFY ALL TESTS HAVE BEEN PERFORMED AND ARE PASSING, AND ALL CONDITIONS OF THE SPECIFICATIONS HAVE BEEN MET. 4. THE CONTRACTOR SHALL BEAR THE COST OF, AND BE RESPONSIBLE FOR ALL "QUALITY CONTROL" TESTING, UTILITY NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND IDENTIFICATION OF ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES IN CONSTRUCTION AREA. ANY DAMAGES TO EXISTING UTILITIES OR UNDERGROUND PIPELINES ON OR OFF AIRPORT PROPERTY SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL REPAIR WORK SHALL MEET THE APPROVAL OF THE OWNER OF THE DAMAGED UTILITY. 2. CONTRACTOR SHALL PROTECT ALL EXISTING AIRFIELD LIGHTING, SIGNS, AND NAVAID EQUIPMENT IN THE VICINITY OF THE WORK AREA. ANY DAMAGE RESULTING FROM HIS OPERATIONS SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 3. PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITIES, CONTRACTOR SHALL NOTIFY ALL UTILITIES (ELECTRIC, GAS, TELEPHONE, SEWER, ETC.) AND OBTAIN LOCATIONS OF UNDERGROUND UTILITIES. 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PROVIDING ALL PERMANENT UTILITY CONNECTIONS. THIS WILL INCLUDE COORDINATION WITH FLORIDA POWER AND LIGHT, INDIAN RIVER COUNTY UTILITIES (FOR WATER AND SEWER), AT&T, CQMCAST AND ANY OTHER REQUIRED UTILITY COORDINATION. THE CONTRACTOR SHALL CONTACT AND COORDINATE WITH EACH OF THESE AGENCIES PRIOR TO BEGINNING CONSTRUCTION. 5. THE CONTRACTOR SHALL COORDINATE WITH APPROPRIATE UTILITIES TO PROVIDE TEMPORARY UTILITY CONNECTIONS TO TME STAGING AREA. 6. THE CONTRACTOR IS REPONSIBLE FOR PROVIDING ALL COORDINATION AND INFORMATION FOR PROJECT CLOSEOUT RELATING TO UTILITIES. REFER TO UTILITY DETAILS FOR ADDITIONAL INFORMATION. 7. ANY "SPARE" CONDUITS FOR FUTURE USE SHALL BE INSTALLED WITH MAGNETIC TAPE, CAPPED, AND LABELED "SPARE" 0 I 5 WATER LINE CONSTRUCTION NOTES: 1. THIS CONTRACTOR SHALL KEEP EXISTING WATER MAINS AND SERVICE LINES IN OPERATION DURING CONSTRUCTION OR TO MINIMIZE INTERRUPTION OF WATER SERVICE DURING CONSTRUCTION. 2. ALL PIPE, PIPE FITTINGS, PIPE JOINT PACKING AND JOINTING MATERIALS, VALVES, FIRE HYDRANTS, AND METERS INSTALLED UNDER THIS PROJECT SHALL CONFORM TO APPLICABLE AMERICAN WATER WORKS ASSOCIATION (AWWA) STANDARDS AND INDIAN RIVER COUNTY UTILITY STANDARDS. 3. ALL PUBLIC WATER SYSTEM COMPONENTS, EXCLUDING FIRE HYDRANTS, THAT WILL BE INSTALLED UNDER THIS PROJECT AND THAT WILL COME INTO CONTACT WITH DRINKING WATER SHALL CONFORM TO INDIAN RIVER COUNTY UTILITY STANDARDS AND NSF INTERNATIONAL STANDARD 61 AS ADOPTED IN RULE 62-555.335, F.A.C., OR OTHER APPLICABLE STANDARDS, REGULATIONS, OR REQUIREMENTS REFERENCED IN PARAGRAPH 62-555.320(3)(B), F.A.C. 4. ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT SHALL CONTAIN NO MORE THAN 8.0% LEAD, AND ANY SOLDER OR FLUX USED IN THIS PROJECT WILL CONTAIN NO MORE THAN 0.2% LEAD. 5. ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT SHALL BE COLOR CODED OR MARKED IN ACCORDANCE WITH SUBPARAGRAPH 62-555.320(21)(6)3, F.A.C., USING BLUE AS A PREDOMINANT COLOR. (UNDERGROUND PLASTIC PIPE SHALL BE SOLID -WALL BLUE PIPE, SHALL HAVE A CO -EXTRUDED BLUE EXTERNAL SKIN, OR SHALL BE WHITE OR BLACK PIPE WITH BLUE STRIPES INCORPORATED INTO, OR APPLIED TO, THE PIPE WALL; AND UNDERGROUND METAL OR CONCRETE PIPE SHALL HAVE BLUE STRIPES APPLIED TO THE PIPE WALL. PIPE STRIPED DURING MANUFACTURING OF THE PIPE SHALL HAVE CONTINUOUS STRIPES THAT RUN PARALLEL TO THE AXIS OF THE PIPE, THAT ARE LOCATED AT NO GREATER THAN 90 -DEGREE INTERVALS AROUND THE PIPE, AND THAT WILL REMAIN INTACT DURING AND AFTER INSTALLATION OF THE PIPE. IF TAPE OR PAINT IS USED TO STRIPE PIPE DURING INSTALLATION OF THE PIPE, THE TAPE OR PAINT SHALL BE APPLIED IN A CONTINUOUS LINE THAT RUNS PARALLEL TO THE AXIS OF THE PIPE AND THAT IS LOCATED ALONG THE TOP OF THE PIPE; FOR PIPE WITH AN INTERNAL DIAMETER OF 24 INCHES OR GREATER, TAPE OR PAINT SHALL BE APPLIED IN CONTINUOUS LINES ALONG EACH SIDE OF THE PIPE AS WELL AS ALONG THE TOP OF THE PIPE. ABOVEGROUND PIPE SHALL BE PAINTED BLUE OR WILL BE COLOR CODED OR MARKED LIKE UNDERGROUND PIPE.) 6. NEW OR ALTERED WATER MAINS INCLUDED IN THIS PROJECT SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE AWWA STANDARDS AND IN ACCORDANCE WITH INDIAN RIVER COUNTY UTILITIES STANDARDS. 7. ALL WATER MAIN TEES, BENDS, PLUGS, AND HYDRANTS INSTALLED UNDER THIS PROJECT SHALL BE PROVIDED WITH THRUST BLOCKS OR RESTRAINED JOINTS TO PREVENT MOVEMENT. 8. NEW OR ALTERED WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL BE CONSTRUCTED OF ASBESTOS -CEMENT OR POLYVINYL CHLORIDE PIPE SHALL BE PRESSURE AND LEAKAGE TESTED IN ACCORDANCE WITH AWWA STANDARD C603 OR C605, RESPECTIVELY, AS INCORPORATED INTO RULE 62-555.330, F.A.C., AND ALL OTHER NEW OR ALTERED WATER MAINS INCLUDED IN THIS PROJECT SHALL BE PRESSURE AND LEAKAGE TESTED IN ACCORDANCE WITH AWWA STANDARD C600 AS INCORPORATED INTO RULE 62-555.330. 9. NEW OR ALTERED WATER MAINS, INCLUDING FIRE HYDRANT LEADS AND INCLUDING SERVICE LINES THAT WILL BE UNDER THE CONTROL OF A PUBLIC WATER SYSTEM AND THAT HAVE AN INSIDE DIAMETER OF THREE INCHES OR GREATER, SHALL BE DISINFECTED AND BACTERIOLOGICALLY EVALUATED IN ACCORDANCE WITH RULE 62-555.340, F.A.C. 10. NEW OR RELOCATED, UNDERGROUND WATER MAINS INCLUDED IN THIS PROJECT SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER, STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.; A HORIZONTAL DISTANCE OF AT LEAST SIX FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY -TYPE SANITARY SEWER (OR A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY -TYPE SANITARY SEWER IF THE BOTTOM OF THE WATER MAIN SHALL BE LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER); A HORIZONTAL DISTANCE OF AT LEAST SIX FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.; AND A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED "ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM." 11. NEW OR RELOCATED, UNDERGROUND WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL CROSS ANY EXISTING OR PROPOSED GRAVITY- OR VACUUM -TYPE SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES ABOVE THE OTHER PIPELINE OR AT LEAST 12 INCHES BELOW THE OTHER PIPELINE; AND NEW OR RELOCATED, UNDERGROUND WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL CROSS ANY EXISTING OR PROPOSED PRESSURE-TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OTHER PIPELINE. 12. AT THE UTILITY CROSSINGS DESCRIBED IN PART II.C.1.W ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE OR THE PIPES WILL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY- OR PRESSURE-TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. STAKING AND LAYOUT: 1. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION LAYOUT AND STAKING OF THE PROJECT, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL MEASUREMENTS THAT MAY BE REQUIRED TO LAY OUT THE CONSTRUCTION. THE COST OF STAKING WILL NOT BE PAID FOR DIRECTLY AND WILL BE INCLUDED IN THE UNIT PRICES FOR THE VARIOUS ITEMS OF WORK. 2. BENCHMARKS SHOWN ON THE PLANS ARE REFERENCED TO NGS BENCHMARKS "L 227, ELEVATION 19.79", AND "SEBAPORT, ELEVATION 18.02", NORTH AMERICAN VERTICAL DATUM OF 1988. 3. SUBJECT PROPERTY IS SHOWN ON FLOOD INSURANCE RATE MAPS #12061 C0111 H DATED DECEMBER 4, 2012 AND #12061C01 03H DATED DECEMBER 4, 2012 AS LYING ENTIRELY WITHIN FLOOD ZONE X. 3 4 5 WE IN .a INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LINEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (893) 889-3982 CERTIFICATE OF AUTHORIZATION NUMBER 28861 Designer: Checked by. MC MK Technician: Baker Pro]. No.: AF 139975 Engineer or Architect of Record Notes: No. Project Name: c a lis �:��°%:- 28 ; �n T °F p,, 2-9-70 SF�°RIDP-����' 11il� OMA i 1 MICHAEL D. COPPAGE FL P.E. NO 73428 REVISIONS Description Date By CONSTRUCT HANGAR C Q Drawing Name: GENERAL NOTES FDOT Project No.: 425750-1-94-01 Date: FEBRUARY 2016 Scale: AS SHOWN FAA A.I.P. Project No.: Issue: BIDDING Drawing Number. G1.1 U A 5M 0 1 0 2 1111P4 3 I 0 lad I I J \ rn + 172 TCFA WE J U Qell x -- -- /+ WE o Ill , a earn TOFA f I0, 6 .� --J I ' e I QyP OFA bil p I FP '_ TOFA TOFA TOFA TOrA TOFA TOFA FA A 'O Fq WA -;y OFA O TOFA �4 FA --70FA y /� — _ % _ X —� F` i Ir's i �,75.4 I TSA TSA TSA TSA TSA 7 % T A //O' T . TSA TSA /� / �`F9 RPZ RPZ \ vi0 I vr;d YJ V10a v3M VJ08 v ob vd08 v30H ria �� ON w08 � (i'r ` 08 v-408 vi02� v-408 vj0a v.108 �-- v308 I i � INT I O I ! x a I RSA RSA RSA RSA RSA RSA RSA RSA - RSA I ffi� RSA (IRSA RSA RSA RSA RSA t 4.4 1..j_: RUNWAY 10-28 RUNWAY 10-28 < < l } �� / -- a -�1 1 RSP. RSA RSA RSA RSA R54 .RSA RSA / RSR R (i—� PGP RSA RSA,L RSA RSA RSA RSA / _1 x II 0P� g� NEW HANGAR C L —. _ x _ _ ._..._ x _ .._._ ROFA_ _ 1 rA ROFA ROFA ROFA ROFA ROFA ROFA ROFA R7n ) ROFA F ROF ,CFA ROFA ROFA ROFA ROFA / ROFA - RPZ - I - LIMITS ®F TERMINAL EXISTING /� / j RPZ x F _ Rp7 I p`• r APRON FUEL FARM / / RPz //� T RPZ CONSTRUCTION RUCTION 4 e._...-.,.... -.. ... ................ ... ..... ._X...._..... ' i — X — — — — — X -- — — X — _ _ — — x — — O .` X �O a / O b \\♦ t L� 0 /� b. .✓ t'' I o o !� yF ix ___X _X —' ° LL �� �� ``�• \ ''`, EXISTING '` \ ADMIN. �.. BUILDING CONTRACTOR'S STAGING AREA -�� EXISTING _ __ANGAR B r �.� GATE \ r i T � � �Ile / I/ CIS�+ :J s x 0 r ;< 1 ._.. .. / tf i V FP � •O � r i 'e �`' o + /' r' EXISTING STORMWATER POND VI o� d- \ 0,,9 .�P j j T1 EXISTING HANGAR A e O SEBASTIAN MUNICIPAL GOLF COURSE I .1AX 5 — v LEGEND CONTRACTOR HAUL ROUTE MUMCMAL AI"ORT CONTRACTOR STAGING AREA SE`Il' FLORIDA INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LINEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813) 889-3982 CERTIFICATE OF AUTHORIZATION NUMBER 28861 Designer. Checked by. MC MK Technician: Baker Proj. No.: AF 139975 0 200_ 400 800 Engineer or Architect of Record SCALE 1N FEET D. RPZ ---- ��`4?,' '��ceNs�•;�.o ���. RPZ 1 7 ��j• i .r. a OF 11.4r ,. 0 �`, 2-r7' ao« : w 10 MICHAEL D. COPPAGE FL P.E. NO 73428 Notes: RPz RPz Roz _ \ �a P 4` y= Q� I i / ii t I !i �hI / / / x5 / 4 5 to REVISIONS No. Description Date By Project Name: CONSTRUCT HANGAR C Q Drawing Name: PROJECT LAYOUT PLAN FDOT Project No.: FAA A.I.P. Project No.: 425750-1-94-01 - Date: issue: FEBRUARY 2016 BIDDING Scale: Drawing Number: AS SHOWN G2.1 t a 3 e O SEBASTIAN MUNICIPAL GOLF COURSE I .1AX 5 — v LEGEND CONTRACTOR HAUL ROUTE MUMCMAL AI"ORT CONTRACTOR STAGING AREA SE`Il' FLORIDA INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LINEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813) 889-3982 CERTIFICATE OF AUTHORIZATION NUMBER 28861 Designer. Checked by. MC MK Technician: Baker Proj. No.: AF 139975 0 200_ 400 800 Engineer or Architect of Record SCALE 1N FEET D. RPZ ---- ��`4?,' '��ceNs�•;�.o ���. RPZ 1 7 ��j• i .r. a OF 11.4r ,. 0 �`, 2-r7' ao« : w 10 MICHAEL D. COPPAGE FL P.E. NO 73428 Notes: RPz RPz Roz _ \ �a P 4` y= Q� I i / ii t I !i �hI / / / x5 / 4 5 to REVISIONS No. Description Date By Project Name: CONSTRUCT HANGAR C Q Drawing Name: PROJECT LAYOUT PLAN FDOT Project No.: FAA A.I.P. Project No.: 425750-1-94-01 - Date: issue: FEBRUARY 2016 BIDDING Scale: Drawing Number: AS SHOWN G2.1 .... ....... ...... ..... TOFA TOFA 1+� 8 STD. PARKING U 1 HANDICAP PARKING 9 GRASS PARKING TOTAL PARKING = 18 ---------------------------------- • T I' j� I -- WHEEL I' STOP (TYP.) Im I NJ l /-A IUrH iUFS TO FA ------------------------------------------------ �- TOFA TOFA TOFA TOFA TOFA TOFA 0 t 4 L 5 GENERAL SITE INFORMATION ZONING: Al (AIRPORT INDUSTRIAL) LAND USE: (INST) PRE -DEVELOPMENT PROJECT AREA BUILDING AREA 0 SF PAVEMENT AND SIDEWALK AREA 13,105 SF OPEN SPACE 40,762 SF TERMINAL. APRON TOTAL 53,867 SF POST -DEVELOPMENT PROJECT AREA BUILDING AREA 15,694 SF PAVEMENT AND SIDEWALK AREA 25,492 SF OPEN SPACE 12,681 SF TOTAL 53,867 SF CITY OF SEBASTIAN LAND DEVELOPMENT CODE BUILDING DATA PERMITTED PROPOSED MAX HEIGHT 35' 32'-3" FRONT SETBACK 20' 0' REAR SETBACK 10' 36' OFFICE = 1,907 SF WAREHOUSE = 1,907 SF + 11,880 SF = 13,787 SF 3+80 PARKING LOT MINIMUM PAVEMENT SECTION 1" ASPHALT 6" BASE MATERIAL 8" COMPACTED SUBBASE PARKING SPACES REQUIRED PARKING FOR OFFICE: 1 SPACE / 200 SF REQUIRED PARKING FOR WAREHOUSE: T U G T T 1 SPACE / 1000 SF UP TO 10000 SF ---------- ----------I IN ADDITION TO THAT REQUIRED FOR 10,000 SF, _---_� 1 SPACE / 2000 SF FOR SQUARE FOOTAGE ABOVE 10000 SF PARKING REQUIRED = (10000 l 1000) + (3787 / 2000) + (1907 / 200) = 22 SPACES f PARKING PROVIDED = 1 HANDICAP SPACE + 21 STANDARD SPACES FOR 900 PARKING ANGLE: 58.5' - 22 FT AISLE WIDTH ...:...........:.:....:..:.: 20 FT STALL LENGTH 10 FT STALL WIDTH TRAFFIC �I 3.02 TRIPS PER EMPLOYEE BASED ON ITE TRIP GENERATION, n.. 8TH EDITION, SECTION 110. THE PROPOSED FACILITY WILL ULTIMATELY ACCOMMODATE10 EMPLOYEES, RESULTING IN APPROXIMATELY 31 TOTAL DAILY TRIPS i ® FEDERAL AVIATION ADMINISTRATION DESIGN STANDARDS, ADA AINO TAXILANE OBJECT FREE AREA RAMP DOWN ,� ADG GROUP 1 79' w: ;v::,.•:.:. ADG GROUP 11 115' IVANGAR E RELOCATED 00000 EXISTING SIGN ------------ I FORCEMAW a ---------------------------------Q------'------------------ ----------------- _ _ _ _ _ - - _ _ -- - -- = - = EXISTING FIRE HYDRANT 669 Jam' ' TOTAL PARKING�= 4v 18" MIN PAVMENT MARKING MESSAGE i --------------------------- -------- ---- EXISTING DUMPSTER 267.7 -..........p.._....;.. ENCLOSURE WITH 2 , DUMPSTERS TO BE __ _ __ ------------------------ UTILIZED BY N - ADJUST TD E I• t '• w ••• \` HANGAR TENANi.� 3-2 PVC APPROX. 36"-42" BELOW GRADE 0 20, 40 80 / SCALE IN FEET 2 3 4 5 r do INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LINEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813) 889-3982 CERTIFICATE OF AUTHORIZATION NUMBER 28861 Designer: Checked by. MC MK Technician: Baker Proj. No.: AF 139975 Engineer or Architect of Record C0�A @► S 14o.73428 0 r 0; �} ''� ���y�• OF ;-q-Zz>(6 4.-sz L oleo MICHAEL D. COPPAGE FL P.E. NO 73428 Notes: 1. SEE GRADING AND UTILITY PLAN FOR CONTOUR AND UNDERGROUND UTILITIES. 2. THE PROJECT IS ENTIRELY WITHIN THE AIRPORT PARCEL, WHICH IS OWNED BY THE CITY OF SEBASTIAN. PARCEL: 30382200001000000000.1 OWNER: CITY OF SEBASTIAN ADDRESS: 202 AIRPORT DRIVE EAST SEBASTIAN, FL 32958 3. AS THE PROJECT IS CONTAINED WITHIN THE AIRPORT PARCEL, THE CITY HAS RIGHT-OF-WAY OVER THE AREAS IMPACTED BY THE PROJECT. REVISIONS No. Description Date By Project Name: CONSTRUCT HANGAR C Q Drawing Name: SITE PLAN FDOT Project No.: 425750-1-94-01 Dote: FEBRUARY 2016 Scale: AS SHOWN FAA A.I.P. Project No.: Issue: BIDDING Drawing Number: G2.2 Wk U Q O _.w. ........................... Tr FA ' _ / . TnFQ C Li 30.0 .,R Al 1+00 _Rl 12 } , .: ISM � f� LOW PROFI SEE DETAIL 1 4 r PA,,KING AREA MAY BE CLOSED .DI KG CONSTRUCTION ONLY. TH OR SHALL MAINTAIN ACCES T 3 PARKING FOR SITEWORK UCTION. 6-1 MUNICIPAL AIRPORT SMARUN, FLORIDA INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LINEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813) 889-3982 CERTIFICATE OF AUTHORIZATION NUMBER 28861 Designer: Checked by. MC MK Technician: Baker Proj. No.: AF 139975 Engineer or Architect of Record U e . Notes: M 20 40 / 80 ...� IN FEET No `�,\Xtl l l l l II/J N���CQA��ii No 73428' p le ' S�T�ATE t� i�fl ��� �� 7-Zbt ////I 111111 //o�A; 0��\� MICHAEL D. COPPAGE FL P.E. NO 73428 REVISIONS Description Date By 1 Tom` k .... Yai6f a Project Name: �19X, ; CONSTRUCT HANGAR C ADJbST TO 5' OFF EOP < LEGEND \ Q Drawing Name: 3 FVc�1 APPROX. __ y CONSTRUCTION BARRICADE (SEE SAFETY AND W \ — LOWWGRAGE W - PLAN VIEW FOR TYPE) PHASING PLAN CON RACTOR'S CONTRACTOR'S HAUL ROUTE STAGING AREA \ 40' AGL CFR PART 77 IMAGINARY SURFACE FDOT Project No.: FAA A.I.P. Project No.: ELEVATION 425750-1-94-01 1 \ i \ Date: Issue: \ \ \ \ \ \ \ \ ® AIRSPACE STUDY POINT FEBRUARY 2016 BIDDING \\� Scale: Drawing Number.' AS SHOWN G3.1 2 3 4 5 C ow U 011 r.. 2 R CL 1 !I 2 1 111 SAFETY AND PHASING NOTES: 1. THE CONTRACTOR SHALL OBTAIN, HAVE KNOWLEDGE OF, AND INCORPORATE THE FOLLOWING SAFETY PROVISIONS INTO THE CONSTRUCTION PROJECT: A. OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION - AC 150/5370-2, LATEST EDITION. B. AIRPORT SAFETY SELF -INSPECTION - AC 150/5200-18, LATEST EDITION. C. PAINTING, MARKING AND LIGHTING OF VEHICLES USED ON AIRPORTS - AC 150/5210-5, LATEST EDITION. D. CODE OF FEDERAL REGULATIONS (CFR) PART 139 2. NOTICE TO AIRMEN (NOTAM) - THE AIRPORT WILL ISSUE ALL NOTAMS TO THE FAA FLIGHT SERVICE STATION RELATED TO THIS PROJECT IN ACCORDANCE WITH ESTABLISHED CRITERIA. 3. PRIOR TO THE CLOSURE OF ANY AIRFIELD PAVEMENT, THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 3 DAYS NOTICE SO A NOTAM CAN BE ISSUED. 4. AIRCRAFT TRAFFIC SHALL HAVE THE RIGHT-OF-WAY AT ALL TIMES. 5. THE CONTRACTOR WILL NOT BE ALLOWED TO USE ANY OF THE EXISTING RUNWAYS, TAXIWAYS, OR VEHICLE PARKING AREAS AS PART OF THE HAUL ROAD UNLESS SPECIFICALLY AUTHORIZED BY THE OWNER. 6. THE CONTRACTOR SHALL CONDUCT HIS CONSTRUCTION OPERATIONS AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE OWNER TO MINIMIZE INTERFERENCE TO AIRCRAFT OPERATIONS DURING CONSTRUCTION. 7. NO CONTRACTOR VEHICLES, EQUIPMENT, OR PERSONNEL SHALL CROSS OR BE WITHIN ANY RUNWAY, TAXIWAY, OR TAXILANE OBJECT FREE AREA UNLESS SPECIFICALLY AUTHORIZED BY THE OWNER. 8. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER IN SCHEDULING ALL AIRFIELD PAVEMENT OPEN ING5/CLOSINGS TO BE CONSISTENT WITH AIRFIELD OPERATIONS. WHEN THE CONTRACTOR'S OPERATIONS CROSS ACTIVE TAXIWAYS OR RUNWAYS HE SHALL BE REQUIRED TO PROVIDE A FLAGMAN ON EACH SIDE OF ACTIVE CROSSING TO DIRECT VEHICULAR TRAFFIC AND PROTECT AIRCRAFT TRAFFIC. THE CONTRACTOR SHALL ALSO HAVE SUITABLE EQUIPMENT APPROVED BY THE ENGINEER AT EACH CROSSING TO KEEP THE CROSSING CLEAN OF ALL DIRT AND DEBRIS AND SAFE FOR AIRCRAFT TRAFFIC. 9. ALL AIRFIELD PAVEMENTS SHALL BE KEPT FREE OF DIRT AND ALL OTHER DEBRIS AT ALL TIMES. ANY SPILLAGE OF EXCAVATION OF OTHER MATERIAL SHALL BE CLEANED UP IMMEDIATELY BY THE CONTRACTOR USING A VACUUM OR MOTOR -DRIVEN SWEEPER. A PROGRAM OF REGULAR INSPECTION OF AIRFIELD PAVEMENTS SHALL BE IMPLEMENTED AS PART OF THE CONTRACTOR'S SAFETY PLAN COMPLIANCE DOCUMENT. 10. ANY UNPLANNED, UNAPPROVED, OR ACCIDENTAL SHUTDOWN OR INTERRUPTION OF SERVICE TO ANY LIGHTING CIRCUIT OR NAVIGATIONAL AID REQUIRES IMMEDIATE NOTIFICATION OF THE AIRPORT MANAGER AND ENGINEER BY THE CONTRACTOR. THE COST OF MATERIALS AND LABOR REQUIRED TO REPAIR THE LIGHTING CIRCUIT SHALL BE BORNE BY THE CONTRACTOR. 11. THE CONTRACTOR SHALL PROTECT ALL NAVIGATIONAL AIDS (NAVAIDS) DURING CONSTRUCTION. CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGE TO EXISTING NAVAIDS. ANY DAMAGE TO NAVAIDS MAY REQUIRE SUBMITTALS FOR REPAIR OF THE DAMAGED FACILITY TO BE APPROVED BY THE ENGINEER. THE ENGINEER SHALL BE NOTIFIED OF ANY DAMAGE AND IMMEDIATE REPAIR AT THE CONTRACTOR'S EXPENSE WILL BE REQUIRED. 12. CONTRACTOR SHALL MAINTAIN ALL AIRFIELD SAFETY DEVICES SUCH AS STAKED LIMIT LINES, FOR THE DURATION OF THE PROJECT AS REQUIRED. DAMAGED STAKES OR FLAGGING SHALL BE REPLACED IMMEDIATELY. CONTRACTOR TO SUBMIT PLAN SHOWING LOCATION OF LIMIT LINES FOR EACH PHASE AND FOR PROJECT DURATION TO THE ENGINEER FOR APPROVAL. 13. ALL ACTIVE AIRPORT OPERATIONAL AREAS WHICH ARE ADJACENT TO A CONSTRUCTION WORK AREA SHALL BE SEPARATED BY LOW PROFILE BARRICADES WITH RED FLASHING LIGHTS. THE CONTRACTOR SHALL PROVIDE, MAINTAIN, AND INSTALL THE BARRIERS. 14. BARRICADES USED TO CLOSE NON -AIRFIELD AREAS SUCH AS ROADS OR PARKING LOTS SHALL CONFORM TO FDOT INDEX 600. ACCEPTABLE OPTIONS INCLUDE PLASTIC DRUMS, TYPE I BARRICADE, TYPE II BARRICADE, OR TYPE III BARRICADE. 15. THE CONTRACTOR SHALL PROVIDE TEMPORARY R11-2, 48 x 30 "ROAD CLOSED" SIGNS TO BE USED IN CONJUNCTION WITH TRAFFIC BARRELS AT ALL LOCATIONS TO BE CLOSED TO VEHICULAR TRAFFIC. 16. CONTRACTOR MAY AT HIS OPTION PROVIDE TEMPORARY CHAIN LINK FENCE AROUND THE CONTRACTOR'S STAGING AREA. THE CITY ASSUMES NO RESPONSIBILITY FOR THE SECURITY OF EQUIPMENT, MATERIAL, OR ANY OTHER (ELEMENTS RELATED TO THE CONTRACTOR'S OPERATIONS. 17. THE CONTRACTOR SHALL PROMINENTLY DISPLAY AVIATION SAFETY FLAGS ON ALL CONSTRUCTION EQUIPMENT AT THE'HIGHEST POINT ON EACH PIECE OF EQUIPMENT. SEE DETAIL THIS SHEET. 18. FOR OT AER CONDITIONS RELATING TO SAFETY, SEE SPECIFICATIONS. AVIATION SAFETY FLAG NOTES 1. THE CONTRACTOR SHALL PROMINENTLY DISPLAY AVIATION SAFETY FLAGS ON ALL CONSTRUCTION VEHICLES AND EQUIPMENT AT THE HIGHEST POINT ON EACH PIECE OF EQUIPMENT. AVIATION FLAG DETAIL NTS 8" DIA. SCHEDULE 80 PVC --- SANDBAG, 25 LB. - MIN ONE AT EACH END Y REFLECTIVE ORANGE MEDIA I %L -L/ 1 ,.r�,111,1.., ,--111,1?ORT BARRICADE LIGHT TO BE APPROVED BY THE ENGINEER v 41 1 5 LOW PROFILE BARRICADE NOTES 1. FRANGIBLE, LOW PROFILE BARRICADES SHALL BE USED WHERE WORK IS ADJACENT TO ACTIVE AIRCRAFT RUNWAYS, TAXIWAYS, TAXILANES, OR APRONS, OR AS SHOWN ON THE PLANS. CAUTION LIGHTS TO BE RED IN COLOR AND FLASHING DURING HOURS OF DARKNESS. 2. BARRICADES ALONG ACTIVE TAXIWAYS PAVEMENT SHALL BE PLACED APPROXIMATELY 40' FROM THE TAXIWAY CENTERLINE, OR AS DIRECTED BY THE ENGINEER. 3. BARRICADES SHALL NOT BE PLACED INSIDE ANY ACTIVE RUNWAY, SAFETY AREA OR ANY TAXIWAY OR TAXILANE OBJECT FREE AREA. 4. ALL BARRICADES SHALL BE CHECKED VISUALLY FOR SIGNS OF WEAR AND TEAR ON A WEEKLY BASIS AND SHALL BE REPAINTED WHEN DEEMED APPROPRIATE BY THE ENGINEER. THE CONDITIONS OF LIGHTING UNITS SHALL BE CHECKED DAILY. ALL LIGHT FIXTURES SHALL BE VERIFIED OPERATING BY THE CONTRACTOR ON A DAILY BASIS BEFORE THE CONTRACTOR CEASES OPERATION FOR THE DAY. 5. ALL BARRICADES SHALL BE MOVED AT LEAST ONCE A WEEK AND THE CONTRACTOR SHALL SWEEP THE DEBRIS WHICH HAS ACCUMULATED AND REMOVE FROM THE SITE. THE BARRICADES SHALL THEN BE REPLACED AT THE APPROPRIATE LOCATION. 6. BARRICADES SHALL BE LOW PROFILE AND SPACED 15' MAXIMUM, CENTER -TO -CENTER, OR AS DIRECTED BY THE ENGINEER. 7. SUBSTITUTE LOW -PROFILE BARRICADES MAY BE PERMITTED WITH APPROVAL BY THE ENGINEER. LOW PROFILE BARRICADE DETAIL NTS �, 14 CFR PART 77 SURFACES (SEE SAFETY AND PHASING PLAN SHEETS FOR ELEVATION) GROUND ELEV. ±21A ell, •• . •� • EQUIPMENT HEIGHT RESTRICTIONS EQUIPMENT HEIGHT NOTES OE/AAA POINT NO. (SEE MAXIMUM ALLOWABLE SAFETY AND PHASING PLAN) EQUIPMENT HEIGHT AT POINT 1. THE CONTRACTOR SHALL ADHERE TO THE MAXIMUM ALLOWABLE HEIGHT REQUIREMENTS 11 80 ft SHOWN IN THE PLANS. THE CONTRACTOR SHALL COORDINATE ALL EQUIPMENT LOCATIONS WITH THE ENGINEER PRIOR TO CONSTRUCTION 12 80 ft 2. IF THE CONTRACTOR'S OPERATIONS WILL RESULT IN ADDITIONAL AIRSPACE IMPACTS, 13 80 ft THE CONTRACTOR SMALL OBTAIN FAA APPROVAL BY SUBMITTING FORM 7460-1. 3. THE CONTRACTOR SHALL SUPPLY ALL INFORMATION REQUESTED BY THE ENGINEER TO 14 80 ft PROPERLY EVALUATE WHETHER ADDITIONAL AIRSPACE IMPACTS ARE LIKELY AND WARRANT THE CONTRACTOR TO FILE A FORM 7460-1. THE ENGINEER'S DECISION SHALL 15 �d 111 35 ft BE FINAL. EQUIPMENT HEIGHT RESTRICTION DETAIL NTS II UJ UJ U U zz W UJ LL U_ QO OQ Qw w� �F- z� �O z I- wz �w = a. C3 D w a J w J Q Q 00 N � v7 I 1 ft U -• I V f• III 111111 I � I I I li IltlVll ILII du 11111 � �� I II II II III (II I � I � � II tlVlllol���l,� uYYnllVlol luull In�fuVl i1P�111 i Idlultllllll l 161uIluYlmillWllltlll ��a1111tl11 I di II�ulllYuh��o i 2 3 4 5 1 ft U -• I V f• took . i� • _� IY .'•_MAA&Q., YI l :&M INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LINEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813)889-3982 CERTIFICATE OF AUTHORIZATION NUMBER 28861 Designer: Checked by. MC MK Technician: Baker Proj. No.: AF 139975 Engineer or Architect of Record D. CO /W7 28 m r 73 �= STATE OF O '. Z-4-2016 /s��OAfA�. // 1!111111 MICHAEL D. COPPAGE FL P.E. NO 73428 Notes: REVISIONS No. Description Date Project Name: CONSTRUCT HANGAR C Q DraMng Name: SAFETY AND PHASING NOTES AND DETAILS FDOT Project No.: 425750-1-94-01 Date: FEBRUARY 2016 Scale: AS SHOWN FAA A.I.P. Project No.: Issue: BIDDING Drawing Number. G3.2 By I {i .-r took . i� • _� IY .'•_MAA&Q., YI l :&M INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LINEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813)889-3982 CERTIFICATE OF AUTHORIZATION NUMBER 28861 Designer: Checked by. MC MK Technician: Baker Proj. No.: AF 139975 Engineer or Architect of Record D. CO /W7 28 m r 73 �= STATE OF O '. Z-4-2016 /s��OAfA�. // 1!111111 MICHAEL D. COPPAGE FL P.E. NO 73428 Notes: REVISIONS No. Description Date Project Name: CONSTRUCT HANGAR C Q DraMng Name: SAFETY AND PHASING NOTES AND DETAILS FDOT Project No.: 425750-1-94-01 Date: FEBRUARY 2016 Scale: AS SHOWN FAA A.I.P. Project No.: Issue: BIDDING Drawing Number. G3.2 By I 07 M U W 2 SEP 1 `P ] TOFA TOFA TOFA TOFA 2 III II n iu i i I i BILI I 5 J - ". 4� bf TNICIPAL AIRPORT FLORIDA INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LINEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813) 889-3982 CERTIFICATE OF AUTHORIZATION NUMBER 28861 Designer: Checked by. MC MK FENCE POST TO BE REMOVED Technician: Baker Prof. No.: (TO BE REMOVED) AF 139975 CATCH BASIN PAVEMENT &BASE ft TO BE REMOVED Engineer or Architect of Record GRATE EL. '2 0.0 6 15 " HDPE 11111111111 TO BE REMOVED INV. SW, EL. 16. BOTTOM EL. 16. ,� I I ASPHALT TO BE REMOVED CATCH BASIN I i' GRATE EL. 20.10 15 15 " HDPE INV. NE. � X X � LIMITS OF STRIPPING 15 " HDPE INV. S. v�dX BOTTOM EL. 16.28 T / T T T UGT UGi L'GT ...... V ��---------___._. _ - I, i All I X X X X > X x X � X X X X X X X X X X X X ^ X X X X, L,T J� KEY PAD X X X X > X X X X X X ),I!X X X X X X XLifJal GA X X F (TO BE REMOVED AMD (TO RE VED AND ; ; RETUVN;=R) �/RETURNEDTO OWNER) ; ; BOLLARD X X ��� X X X /. `J X X X X X X X X X X X X X X X X tl EXISTING TR_FES CONCRETE PAD' X� - X_ X X X `/. X X X X X X X X X X 4TO Bi�RELO'CATE6� X X �T WITH A/C UNIT BY OTHERS) "� X- X=- X X X X X X X X X X X X X X X X X X BENCHMARK MAG NAIL AND DISK Xl- - x-- X X X >: X X X X " " X X X X X X' X X .� N 1264813.902 I .�-STRIPPING Of ti "` E 8220040.109 I VEGETATION AND ELEV. = 20.72 +HANGAR Bi X I- - X-- X >: v X X X X ROOT SYSTEM PRIOR X X X X X X X X X- I TO GRADING o CATCH BASIN EXISTING TREES GRATE EL. 20.44 X1 X X X >. X X X X X X X X X X X (TO>8E REOCATED X 15" HDPE INV. NE. EL. 16.47 - BY OTHERS) X X X X X X X Y. X X X X X X X X 1 LU 15 " HDPE INV. SW. EL. 16.52 XX X X - X-- X v BOTTOM EL. 15.89 i ----- r i . - . `-\EXIST. FIRE HYDRANT ° ° `� ,,�; � v Xk ( X X X X >. )11( ).1� ),� )C )C )( )t X )( )( X \ )C. )( X - - - - _ 7----- EXIST. 8" PVC STUB W/CaP - � CONCRETE PAD EXIST. VALVE' REMOVE EXIST. ;11 � WITH A/C UNIT A X x X X X > ...� X X X X X X X X X Z,AVEMSNT AND BAVE � X X 1,,,,,,,,,_,__. 1 --EXIST. VALVE 4" PVC SLEEVE AS -BUILT CATCH BASIN ---1 ao STOP SIGN AND RIGHT TURN SIGN it`'� X X > X X X X X /`X. X X X X X X X X TOTE REVOCATMD --.X\I X X (TO BE FIELD LOCATED RIM EL. 19.55 11 BY CONTRACTOR) INV. EL. 16.30 11 ,I _ II X X X X X X X X X X X X X X XX vilJr�L�n'� X �X ELE�TRIC TO BE PROTECTED ;'t, © I FORCEMAIN X X X 3 X X X X X X X X X X X X - 1 UE j , • UE 11 `rS --- UE U£ UE \ �y : UE I ;UE UE-- .�`. UrxIt • • _ U£ \` _ 8" PVC SANSA J"�dEAT _ ____ REMOVE E,ISTING_____ - - - - - - - � VERTI�CRC EDGE- - - - - -7 AS BUILT SAN. Uz (LATERAL REM VE EXIST PAVEMENT TO ALLOW 1 CON RE1 E PAD INV. 16.98 STORMWATER CONSTRUCTION WITH TRANSFORMER �; ��'` ` ` ~ ' ' w_ EL SANITARY MANHOLE-= REMOVE EXIS6�0 f ® R7 EL. 20.56 PAVEMENT TO ALLOW GRASS MEDIAN 3 ® IN)V NW. EL. 14.78 TILITY CONSTRUCTION AS -BUIL SAN. LATERAL RIGHTTURN SIGN 1rN . SW. EL. 14.73 INV. EL. 17.45 V Sn W J. I + SANITARY MANHOLE w RIM EL. 20.65 �t2 � N ADJUST TO 6 OFF EOP I SE. EL. 16.17 �3 U£ °E UE uE AS -BUIL' CATCH BASIN--��Q v , 4 RIM EL. 19.54 CL AS -BUILT ELECTRICAL LOOP / �, Ue r1 3-2" PVC APP R X. -J 8 " PVC WATERIMAIN 36"-42" BELOW GR DE W W YJ W W W W W W W W W W s � G AS -BUILT SAN. LATERAL CATCH BASIN UE uE UE INV. EL. 17.20GRATE EL. 18.98 15" HDPE INV. N_ EL. 16.46 AS -BUILT CATCH BASIN EL.. 15.48 0 AS -BUILT 9 BEND AS -BUILT SAN. LATERAL BOTTOM EL. 15.99 INV. EL. 16.50 INV. EL. 17.20 0 20 _ 40 80 SCALE IN FEET LEGEND O BOLLARD ELECTRIC BOX 1 � 2. -d- FIRE HYDRANT .... ...... ........... 6" TAXILANE CENTERLINE � -: �` ASPHALT PAVEMENT BUILDING �,; .';. ':.: ' CONCRETE AREA IxI VALVE rn WATER METER BENCHMARK MAG NAIL AND DISK SAWCUT TO NEAT STRAIGHT FENCE POST (TO BE REMOVED) METAL LIGHT 65038.81 5038.81 N 1260 VERTICAL FACE. REMOVE EXIST, -a- SIGN E 82 ASPHALT TO PERMIT RE -GRADING -CONCRETE PAD WITH ELEV. = 20.49 EXISTING APRON.SEE STAKING PLAN GATE CONTROL BOX WELL CIO 6 AND TYPICAL SECTIONS FOR LIMITS OF REMOVAL (T4 BE REMOVED AND toFA' TREE -� RETURNED TO OWNER) TOF0. TOFA TOFA TOFA TOM - TOFA TOFA TOFA TOFA TOFA TOFA TOFA - TOFA ". 4� bf TNICIPAL AIRPORT FLORIDA INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LINEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813) 889-3982 CERTIFICATE OF AUTHORIZATION NUMBER 28861 Designer: Checked by. MC MK FENCE POST TO BE REMOVED Technician: Baker Prof. No.: (TO BE REMOVED) AF 139975 CATCH BASIN PAVEMENT &BASE ft TO BE REMOVED Engineer or Architect of Record GRATE EL. '2 0.0 6 15 " HDPE 11111111111 TO BE REMOVED INV. SW, EL. 16. BOTTOM EL. 16. ,� I I ASPHALT TO BE REMOVED CATCH BASIN I i' GRATE EL. 20.10 15 15 " HDPE INV. NE. � X X � LIMITS OF STRIPPING 15 " HDPE INV. S. v�dX BOTTOM EL. 16.28 T / T T T UGT UGi L'GT ...... V ��---------___._. _ - I, i All I X X X X > X x X � X X X X X X X X X X X X ^ X X X X, L,T J� KEY PAD X X X X > X X X X X X ),I!X X X X X X XLifJal GA X X F (TO BE REMOVED AMD (TO RE VED AND ; ; RETUVN;=R) �/RETURNEDTO OWNER) ; ; BOLLARD X X ��� X X X /. `J X X X X X X X X X X X X X X X X tl EXISTING TR_FES CONCRETE PAD' X� - X_ X X X `/. X X X X X X X X X X 4TO Bi�RELO'CATE6� X X �T WITH A/C UNIT BY OTHERS) "� X- X=- X X X X X X X X X X X X X X X X X X BENCHMARK MAG NAIL AND DISK Xl- - x-- X X X >: X X X X " " X X X X X X' X X .� N 1264813.902 I .�-STRIPPING Of ti "` E 8220040.109 I VEGETATION AND ELEV. = 20.72 +HANGAR Bi X I- - X-- X >: v X X X X ROOT SYSTEM PRIOR X X X X X X X X X- I TO GRADING o CATCH BASIN EXISTING TREES GRATE EL. 20.44 X1 X X X >. X X X X X X X X X X X (TO>8E REOCATED X 15" HDPE INV. NE. EL. 16.47 - BY OTHERS) X X X X X X X Y. X X X X X X X X 1 LU 15 " HDPE INV. SW. EL. 16.52 XX X X - X-- X v BOTTOM EL. 15.89 i ----- r i . - . `-\EXIST. FIRE HYDRANT ° ° `� ,,�; � v Xk ( X X X X >. )11( ).1� ),� )C )C )( )t X )( )( X \ )C. )( X - - - - _ 7----- EXIST. 8" PVC STUB W/CaP - � CONCRETE PAD EXIST. VALVE' REMOVE EXIST. ;11 � WITH A/C UNIT A X x X X X > ...� X X X X X X X X X Z,AVEMSNT AND BAVE � X X 1,,,,,,,,,_,__. 1 --EXIST. VALVE 4" PVC SLEEVE AS -BUILT CATCH BASIN ---1 ao STOP SIGN AND RIGHT TURN SIGN it`'� X X > X X X X X /`X. X X X X X X X X TOTE REVOCATMD --.X\I X X (TO BE FIELD LOCATED RIM EL. 19.55 11 BY CONTRACTOR) INV. EL. 16.30 11 ,I _ II X X X X X X X X X X X X X X XX vilJr�L�n'� X �X ELE�TRIC TO BE PROTECTED ;'t, © I FORCEMAIN X X X 3 X X X X X X X X X X X X - 1 UE j , • UE 11 `rS --- UE U£ UE \ �y : UE I ;UE UE-- .�`. UrxIt • • _ U£ \` _ 8" PVC SANSA J"�dEAT _ ____ REMOVE E,ISTING_____ - - - - - - - � VERTI�CRC EDGE- - - - - -7 AS BUILT SAN. Uz (LATERAL REM VE EXIST PAVEMENT TO ALLOW 1 CON RE1 E PAD INV. 16.98 STORMWATER CONSTRUCTION WITH TRANSFORMER �; ��'` ` ` ~ ' ' w_ EL SANITARY MANHOLE-= REMOVE EXIS6�0 f ® R7 EL. 20.56 PAVEMENT TO ALLOW GRASS MEDIAN 3 ® IN)V NW. EL. 14.78 TILITY CONSTRUCTION AS -BUIL SAN. LATERAL RIGHTTURN SIGN 1rN . SW. EL. 14.73 INV. EL. 17.45 V Sn W J. I + SANITARY MANHOLE w RIM EL. 20.65 �t2 � N ADJUST TO 6 OFF EOP I SE. EL. 16.17 �3 U£ °E UE uE AS -BUIL' CATCH BASIN--��Q v , 4 RIM EL. 19.54 CL AS -BUILT ELECTRICAL LOOP / �, Ue r1 3-2" PVC APP R X. -J 8 " PVC WATERIMAIN 36"-42" BELOW GR DE W W YJ W W W W W W W W W W s � G AS -BUILT SAN. LATERAL CATCH BASIN UE uE UE INV. EL. 17.20GRATE EL. 18.98 15" HDPE INV. N_ EL. 16.46 AS -BUILT CATCH BASIN EL.. 15.48 0 AS -BUILT 9 BEND AS -BUILT SAN. LATERAL BOTTOM EL. 15.99 INV. EL. 16.50 INV. EL. 17.20 0 20 _ 40 80 SCALE IN FEET 0111 ll q///, D. C // DAA N.7 28 'R►. �Oq6F1: ORIDN #�� 1171 OtiAL MICHAEL D. COPPAGE FL P.E. NO 73428 Notes: 1. ALL EXISTING SITE FEATURES SHALL REMAIN UNLESS OTHERWISE NOTED. THESE INCLUDE, BUT ARE NOT LIMITED TO STORMWATER AND SANITARY PIPES AND STRUCTURES, UNDERGROUND ELECTRICAL LINES, WATER MAINS, FENCE, TREES, AND PAVEMENT. ANY DAMAGE AS A RESULT OF THE CONTRACTOR'S OPERATIONS SHALL BE IMMEDIATELY REPAIRED TO THE SATISFACTION OF THE OWNER OF THE DAMAGED FEATURE. NO ADDITIONAL PAYMENT FOR SUCH REPAIRS WILL BE MADE. REVISIONS No. Description Date By Project Name: CONSTRUCT HANGAR C Q Drawing Name: DEMOLITION PLAN GF OF FDOT Project No.: 425750-1-94-01 Date: FEBRUARY 2016 f scale: AS SHOWN FAA A.I.P. Project No.: Issue: BIDDING Drawing Number. C1.1 i 1 � 2. 3 4 5 0111 ll q///, D. C // DAA N.7 28 'R►. �Oq6F1: ORIDN #�� 1171 OtiAL MICHAEL D. COPPAGE FL P.E. NO 73428 Notes: 1. ALL EXISTING SITE FEATURES SHALL REMAIN UNLESS OTHERWISE NOTED. THESE INCLUDE, BUT ARE NOT LIMITED TO STORMWATER AND SANITARY PIPES AND STRUCTURES, UNDERGROUND ELECTRICAL LINES, WATER MAINS, FENCE, TREES, AND PAVEMENT. ANY DAMAGE AS A RESULT OF THE CONTRACTOR'S OPERATIONS SHALL BE IMMEDIATELY REPAIRED TO THE SATISFACTION OF THE OWNER OF THE DAMAGED FEATURE. NO ADDITIONAL PAYMENT FOR SUCH REPAIRS WILL BE MADE. REVISIONS No. Description Date By Project Name: CONSTRUCT HANGAR C Q Drawing Name: DEMOLITION PLAN GF OF FDOT Project No.: 425750-1-94-01 Date: FEBRUARY 2016 f scale: AS SHOWN FAA A.I.P. Project No.: Issue: BIDDING Drawing Number. C1.1 i 1 � IIH © 4P TOFA TOFA 0+00 NORTHING: 1265'159.14 EASTING:819887.88 M2 2 3 ...... ...._.......,, .... 6 TAXILANE CENTERLINE ...........w..�...........::..:...:.:..:...:............... .....:.:...................... STA: 1 +24.59 OFF:0.00' STA:1 +24.59 OFF:8.00'L TOFA STA:1 +24.59 OFF:50.00'R_ N:1265035.86 E:819941.04 MATCH EXIST. PAVEMENT STA:1+13.44 OFF:50.00'R 1 STA:0+93.40 20.00' OFF:76.20'R� ' AA - 1 C4.1 o I I NOTES 1 I STA; OFF: 1. ALL PAVEMENT INTERFACES WITH STA:0+93.40 THE BUILDING FOUNDATION SHALL OFF: 166.20'R BE PROVIDED WITH A TYPE Al STA:1+13.42,.•,,, ISOLATION JOINT. THIS INCLUDES OFF:171.20'R BUT IS NOT LIMITED TO THE PROPOSED INTERFACE BETWEEN THE BUILDING SIGNS. SEE i AND SIDEWALKS, APRON PAVEMENT, CONSTRUCTION 1 AND CONCRETE DRIVEWAYS. REFER DETAILS. TO CONSTRUCTION DETAILS. 2. ALL SIDEWALKS SHALL RECEIVE TYPE D JOINTS AT 5' CENTER TO CENTER SPACING. REFER TO CONSTRUCTION DETAILS. swALE 0 20 40 80 SCALE IN FEET R2.-- 00' STA:1 +17.66_/ OFF:208.62'R AS -BUILT 90° BEND EL. 15.48 BENCHMARK MAG NAIL AND DISK N 1265038.810 E 820037.247 Ar.;�11- 1 ----EXIST. VALVE STA:1 +87.83 P . STA:2+98.70 0.UU- �- ' •. . OFF:178.18'R� 4 STA:3+50.25 OFF:0.00' N:1264912.30 E:820136.36 NORTHING: 1264891.10 /-EASTI NG:820157.71 r CATCH BASIN 5 LEGEND ASPHALT PAVEMENT 1 BUILDING CONCRETE SIDEWALK OR DRIVE © SEE CONSTRUCTION DETAILS \ FOR JOINT TYPE AND DETAIL GRATE EL. 20.06 STA:3+50.26 15') HDPE OFF:50.00'R INV. SW. EL. 16.95 N:1264876.82 BOTTOM EL. 16.41 E:820101.13 CATCH BASIN MATCH EXIST. ,�� GRATE EL. 20. 10 PAVEMENT „ 15 HDPE INV. NE. EL. 16.76 15 " HDPE INV, S. EL. 16.71 BOTTOM EL. 16.28 T%/ T UGT I! B -B II l It It C4.1 t .-,., l i I' = CONCRETE PAD S I17 WITH A/C UNIT .... BENCHMARK MAG NAIL AND DISK €��42.2'N 1264813.902 E.H E 8220040. 109 _J ELEV. = 20.72 (HANGAR B1 Q 5.001'I§EYOND GUI}DE o CATCH BASIN t i V) GRATE EL. 20.44 t 15" HDPE INV. NE. EL. 16.47 w 15" HDPE INV. SW. EL. 16.52 BOTTOM EL. 15.89 tt o it U 6.00' _ CONCRETE PAD 6.00" i-"'".Nw." WITH A/C UNIT it It it (f)4" PVC SLEEVE AS BUILT CATCH BASIN m It RIM EL. 19.55 tI --1 INV. EL. 16.30 It It It It FORCEMAIN STA:1 +49.87 OFF:18-4.97'R s ., wx. t P it l�� ___ • VC --S ADJUST TOS ` i i - �O 'OFF £OP I I UE 21111 RELOCATED "SSP" ♦ AS- BUILT SAN. LATERAL ASPHALT t I CONCRETE PAD _ ` INV. EL. 16.98 PARKING AND RIGHT T RN f ONLY" S N. i i WITH TRANSFORMER // SANITARY MANHO� MED AN - RIM EL. 20.56 GRASS MED I 1 RIGHT TURN INV. NW. EL. 14.78 1 ONLY SIGN 1 INV. SW. EL. 14.73 n v 1- i i-�- L -Li ADJUST TO 5 Z_ 6 OFF EOP 7 r UE UE t� CL- AS -BUILT ELECTRICAL LOOP 3-2" PVC APP R X. °Q w w 8" PVCvv w w WATERMAIN 36"-42" BELOW GR DE � , LAS -BUILT SAN. LATERAL CATCH BASIN INV. EL. 17.20GRATE EL. 18.98 15" HDPE INV. N. EL. 16.46 AS -BUILT SAN. LATERAL BOTTOM EL. 15.99 INV. EL. 17.20 RIM EL. 19.54 AS -BUILT CATCH BASIN INV. EL. 16.50 2 3 - 4 5 o�' a 11 ............ MUNICIPAL AIRPORT SERASTLAN, FLORIDA rO INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LINEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813) 889-3982 CERTIFICATE OF AUTHORIZATION NUMBER 28861 Designer: Checked by. MC MK Technician: Baker Proj. No.: AF 139975 Enaineer or Architect of Record 011l111I18//�� HSFO•A'� 7 28 T R► ��_ SOF �OR10P./���� /s - G� �'/,iiS7oNA 1V\\��``` MICHAEL D. COPPAGE FL P.E. NO 73428 Notes: REVISIONS No. Description Date By Project Name: CONSTRUCT HANGAR C Drawing Name: STAKING PLAN UE FDOT Project No.: FAA A.I.P. Project No.: 425750-1-94-01 - Date: Issue: FEBRUARY 2016 BIDDING scale: Drawing Number: AS SHOWN C2,1 . W M A 72 -if - 92 -ij 3 4 5 4 ESTIMATED EARTHWORK LEGEND LLARD DISPOSAL 0 BO 4P DESCRIPTION CUT (CY) FILL (CY) BORROW (CY) (CY) BORING STRIPPING 685 685 ELECTRIC BOX El MUMCILPALAMPORT . ......... . GRADING 30 1060 - 1030 FIRE HYDRAN SEBASMAN., FWPMA TOTAL 715 1060 685 1030 ASPHALT PAVEMENT ............... . ................ . . . ........... .......... ..... .. .. ...... ... . ........ . . .. 6 TAXILANE CENTLERLINE ............. ......... ....... . ................... ... ..... ........ ....... ...... .. .. .. ....... .. . ........... ... . ............ . BUILDING A TOPSOIL 120 120 CONCRETE . ..... . . .... .... .... . . . .... . .... . .... . ... . ............ NOTE: QUANTITIES ARE PROVI FOR BIDDING PURPOSES ONLY. ACTUAL INTERNATIONAL QUANTITIES DURING CONSTRUCTION MAY VARY AND NO ADDITIONAL PAYMENT VA WILL BE MADE FOR VARIATION IN QUANTITIES. . ...... WATER METER MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LINEBAUGH AVE. SUITE 240 BENCHMARK METAL LIGHT TAMPA, FLORIDA 33624 (813) 889-3982 CERTIFICATE OF AUTHORIZATION NUMBER 28861 A4 MAG NAIL AND DISK EXISTING STUBS FOR AT&T SIGN Designer: Checked b)r N 1265038.8 10 AND COMICAST SERVICE. CONTRACTOR SHALL E 820037.247 NEW 2" (CONTRACTOR TO F I ELD WELL MC MK ELEV. = 20.49 COMMUNICATIONS DUCT LOCATE EXISTING STUBOUTS GRADE SWALE TO DRAIN 03 WITH PULL WIRES. AND EXTEND AS SHOWN) TREE L . ..... Technician: Baker Proj. No.: TOFA TOFA TOF TOFA EXISTING COMCAST AF 139975 TOFA TOF4- 4(96�r' TDFA TOFA TO BE REMOVED SERVICE CONDUIT RPM x 1. - Engineer or Architect of Record :XW1,0 ___4 .0- OEM EXISTING AT&T F! 1 1! hi PAVEMENT TO BE REMOVED 11� R Oft SERVICE CONDUIT 0+00 1+00 3,+8 _6ATC-11-1-SASIN TO BE REMOVED 7: GRA TE EL\ 0. 0 6 EXIST. CONTOUR 15 11 HDPE ­---4N,�V. SW. EL. BOTTOM EL. 16.47 PROP.CONTOUR TYPE C INLET TYPE C INLET 20.63 SPOT ELEVATION FDOT INDEX NO. 232 FDOT INDEX NO. 232 CATCH IN STA 1+61.82 STA 3+36.82 A TE ---E INLET PROTECTION OFF 216.81'RT OFF 228.37'RT _1*5 T, HDPE 16.76 IP _SF- SILT FENCE GRATE EL. = 19.50 GRATE EL. = 19.50 1 5'��- 81PE__1NV. S___ NE INV. = 15.55 NE INV. = 13.00 96TTO a T UGT _7 ­ TYPE C INLET TYPE C INLET AI`II ............. . . . ...... . . . . . . . . . I B.7 FDOT INDEX NO. 232 FDOT INDEX NO. 232 STA 1+20.20 STA 3+42.01 ANV. 1h.751. OFF 132.78'RT OFF 178.99'RT GRATE EL. 20.25 GRATE EL. = 20.50 NE INV. = 16.75 SE INV. = 16.25 wx NE INV. = 16.05 NW INV. 16.10 % $M -WMOM N, & 01, SW INV. 15.95 SW INV. 13.25 CONCRETE PAD f Now- V ...... . . . . . 61' ITPE,�x- WITH AIC UNIT -T /V 4- - - W �� As C.&I g N� RIM R BENCHMARK TYPE F INLET TYPE C INLET ........ ... CIL- CID FDOT INDEX NO. 233 FDOT INDEX NO. 232 MI &�WL1,`W",K9rJ` MAG NAIL AND DISK ti' -42.2 N 1264813.902 STA 1+34.95 STA 2+50.93 OFF 6,08'RT OFF 179.18 RT V -I E 8220040.109 JHANGAR 131 ELEV. 20.72 GRATE EL. = 20.30 GRATE EL. = 20.35 SW INV. 16.55 SE INV. 16.60 CATCH BASIN Al CRATE EL. 20.44 W R v It 22 15" HDPE INV. NE. EL. 16.47 NYLOPLAST DRAIN BASIN 15" HDPE INV. SW. EL. 16.52 OR APPROVED EQUAL. z__ b BOTTOM EL. 15.89 PROVIDE DOME GRATE. Ilk' J STA 1+59.11 .......... OFF 123.52'RT 4` EAST. PVC STAtggJV�,T' �Jv lb CONCRETE PAD GRATE EL. = 20.33 .............. vi; NE INV. = 17.50 T,.�( VOE WITH AIC UNIT zu.au .-t. /t SW INV. = 17.50 I v) A J 0�__ -BUILT CATCH BASIN NW INV. 16.65 EXIST. V 4"PVC SLEE�IE AS 27 20880 RIM EL. 19.55 INV. EL. 16.30 114U 1 Lb: 20 730 -A LI I I III 1 THE CONTRACTOR OR SUBCONTRACTOR RESPONSIBLE FOR CONSTRUCTING PUBLIC ------ I FORCEMAIN UNDERGROUND WATER AND SEWER UTILITIES MUST BE A LICENSED UNDERGROUND UTILITY CONTRACTOR IN THE STATE OF FLORIDA AND INDIAN RIVER COUNTY. ------ SJ -E--- -------- Ju 0 PVC SAN 7T 5'0FF EOP UE Of - 2. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING HORIZONTAL AND VERTICAL CLEARANCE BETWEEN . ..... 26.�. ---- ---------- - - _: 7-- - UTILITY LINES AS SET FORTH BY ALL STATE AND . ... . .. .... .... .... . .. . . ........... .. .... . . .... .... .... .... . .... ... -------;:20,,,-2 -- - - - - ---- ---- ----------- - ....... . ------------- . . ...... ... INDIAN RIVER COUNTY REQUIREMENTS. 19+ L.ONCRETE-PA L-:I-- -�L -;I -LA -TE -RA -L--- .. ........ - .. . ... . .. ....... .... U -T &;.-9 S-.- . ............ .... ......... . . . . .. . . . ...... .... .. . . . ... .............. .... ........ .... .... SANITARY MA 9,' .- . ...... NHd��E,- . ........ . . ... .... ...... 4- 3. REFER TO IRRIGATION PLAN FOR IRRIGATION SLEEVE . ...... < RIM EL. 20.56 LOCATIONS ...................... . ..... . ... . .. ... . ............... ...... ... . ..... INV. NW. EL. 14.78 . .... . ............... . ... . . . . . . .......... . .. . - - :9� INV. C9N ­ - U*( <5 SW. EL. 14.73 y 0 . ..... . . ....... .. u . ... . ..... ........... V) ............ . ........ 4. ALL DRAINAGE STRUCTURES SHALL RECEIVE HEAVY . . .. .... .... __ ....... ........... . . .... ..... .... ------ 4?'a-2-5 .. ... .... .... .... .... ....... .... .... .... .... .... - - - - - - - - - - - - - -=**:=�--�_-.�� - ------ - - - - - - - - DUTY STEEL GRATES. N�_ _\��,SANITARY MANHOLE --------------------------------- - --------------------------- --------------------------------- LLI /11 ADJUST TO RIM Er L. 20.65 OFF EDP Ift SE. EL. 16.17 Lff- I I -BUIL-r CATCH BA IN ---I 0 20 40 so SCALE IN FEET E ........... UE III EL. 7 9. `5 4 \­--AS:7_BU/LT ELECTRICAL LOOP 3-2" PVC APP X.7 CO 8" PYC WATERMAIN- 3_� 4 2 BELOW DE W W LAS -BUILT SAN. LATERAL CATCH BASIN UE UE INV. EL. 17.20 GRA TE EL. 18.98 AS-7d31_4tLL77L;90D'Bff MD 15 HDPE INV. N. EL. 16.46 AS -BUILT CATtCH BASIN- EL,�L- AS -BUILT SAN. LATERAL BOTTOM EL. 15.99 INV. EL. 16.50 INV. EL. 17.20 2 3 4 5 IN Kai Notes: M Project Name: E IV` .;z NO. 28 rn x MICHAEL D. COPPAGE FL P.E. NO 73428 REVISIONS Description Date By CONSTRUCT HANGAR C Drawing Name: GRADING AND UTILITY PLAN FDOT Pro)ect No.: 425750-1-94-01 Date: FEBRUARY 2016 Scale: ASSHOWN FAA A.I.P. Project No.: Issue: BIDDING Drawing Number: C3.1 Iq I U& 0 RE 00-41 I p -1 3 El I 61-1 N '�- RE1 'g MM "o E.U7M I:_ 3100, pq- mig m "Nam I SANITARY C - - I t> A. CLEANOUT v INV.= 17.28 v 69 LF 611 P Cm 11 LF 4" PVC 1011 M M! M do A —20.80 f RY f 1-1/2" RPZ CLEANOUT CLEANdUT 5 '67 ME INV. = 17.44 . ..... 4 x 0 x vvyt SANITARY SANITA 4' x x I NY;, -5A-; 18.51 q) COOR INATE EXACT PVC 4" SCHEDULE 80 6a x It CON CTON POINT W\ '20.6C CONDUIT WITH TH PA OCATION x 611 x 6 E ELB. W,.-45- ;> PI ILI. INIRE 1> Do EXIST. 1 112" ELL, 2" WATER METER (METER ---o/ TRA BOXBY GONTR.ACTOR, A METER BY uTILITYY J6. -A AiLi A- 3 AM 7 ONE 4" ------ -- SCHEDULE 80 IIIJISFROM STUB W/C,4 EXIS T VA L VE IYDRAN FEATURE (�OA 1�1 UE VAL VE STUB SA -14`11 Y. GLEAN VT f N V—.- . ..... ADJUSTTO 8" PRIVATE PVC SAN cc 5'OFF EOP 2� ------------ ----------------------------- ---------------- - — — — — — — — AT -1 FIELD LOCATE D .... ... .... ------ - /r'L_ - - - 11 ... .... .... .... ............. I I.....-." . ...... ... . ............ CONNEC .. . . ....... . ... .... .... SCHEDULq 80 PRIMAR 4 WEW V) EX48TING-STU T-. C17 --CONDUIT-W-�4-PULL WiR ICT-I.N_ - PLTRIC C, ACCORDANCE WITH NATIC;42LL -J AV..", . . . ... .... .... .... .... ... .... .... .... .. . .... . . . .......... ........... LIMITED TO .... . ..... LIM DEPTH AND MATERIAL L/ -mi-kim SPECiPI"CATIONS-- .... . . ........ .. .. . . . .... .... .... .. .... .... 7 . ..... . . ................. \ IN .. .......... . . . ........... . .. RIM EL. 20.63" SWNRY dANHQIE ..... . ..... . .... . DIUSSWEEP 1W. SE. EL. 16. no, . . ........ (T Y' -0 R_ 'A"' S* _RE-Q U" IR­E_D - -- - - - ------ 17 :z' -,-, Z1) W '­" /­ V) . .................... . . . . . . .. . ... ...... ....... .. ....... .. ............ .... . . . ...... -RIG.UTIL1T-Y-' .... .... .... . . - - - - ------- ---- . ......... ......... . . . ........ . . ....... -13y- �-'LE (C Q1. . .... .... .... .... .. .... .... .. --------------------------------------------------------- .... . ...... . — — — — — — — — — — — — — > LLJ :D/ C) — — — — — — — — — — — — — — — — — V) — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — V) V) ADJUST TO . . ....... 5'OFF EOP LLj CO (JE U F UE JL�:' - - ------- - - �4 UE -2 PVC APPROX. < W W W W W W W W W W W 0 10 20 IM SCALE IN FEET 2 3 4 5 0 r2_91 2 IN MUMC"AL AMPORT SE&AS'nM9 RDMA i -W INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LINESAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813) 889-3982 CERTIFICATE OF AUTHORIZATION NUMBER 28861 Designer: Checked b)r MC, MK Technician: Baker Pro). No.: AF 139975 Engineer or Architect of Record No.��d 0 �F," 16, MICHAEL D. COPPAGE FL P.E. NO 73428 Notes: REFER TO SHEET C3.1 FOR LEGEND REVISIONS No. Desedpition Date By Project Name: CONSTRUCT HANGAR C < Drawing Name: GRADING AND UTILITY PLAN FDOT Project No.: 425750-1-94-01 Datr. 40 FEBRUARY 2016 Scale: AS SHOWN FAA A.I.P. Project No.: Issue - BIDDING Drawing Number: C3.2 q W U r� EA 49 11 1 2 3 4 5 J ;� _.. �,._ ... ~� ..-•-`w.y,•✓•••.rj"�% �,.•• � LEGEND O BOLLARD ,•�.__ _._ .- --. •��.-...�. �"• •�,_ ._..._ -•- -•- ' •� _ _ _ _ •- � "�'rs?t.�. i�r'�� ..-;?`�'���' BORING - - _ - - - - - - - - -r•' �-_ _. _ r � _ - _a. s�"�-s - - _a .c �+_ �s... +.._-..�-.r.s. ,_ � - _ - _ --us uw ,... � �,_,., ._. w�-_..• .� �r _•••: •�`_ - � .Q-�,•.m w�� �..?�•Ss" r r r.r • - A - _ - ._ .. _.....-......,.. '-M� f� ELECTRIC BOX CIPAL AIRF --- 11�ItJ1�I ORT SULASITAN • Q0 -6- FIRE HYDRANT FLORIDA ASPHALT PAVEMENT nFl- �. .....................,......................... - ..�6 TAXiLANE CENTERLINE .............. _ ..._.. BUILDING _..... _.... .... .... _ _ �. ..._.__ ._____ .___ ___._� . CONCRETE AREA •^ .._.......__......__...__. D� VALVE I NTERNATIONAL . _._ �- ....... WATER WATER METER MICHAEL BAKER INTERNATIONAL, INC. �• - " � � 5020 WEST LINEBAUGH AVE. SUITE 240 METAL LIGHT TAMPA, FLORIDA 33624 (813) 889-3982 BENCHMARK - MAG NAIL AND DISK ,f3•• -•'� � •`• •� � � �.'� JL SIGN CERTIFICATE OF AUTHORIZATION NUMBER 28861 N 1265038.8 10 = Designer: Checked by. E 820037.247 ,-' WELL MC MK ELEV. = 20.49 s 00 , € _ ----- TREE � Technician: Baker Proj. No.: oEA TO BE REMOVED AF 139975 T01 -A TGFA TOEA TGA TGFA TOFF�� '� - TOFA TGFA ♦ - Engineer .:-�..u-:✓- .e..1.tu.a:..:u.w"r' ._ .._ _.. _.._...__ _. .�- - -" - - EA"TC•-�t-.•�ASfN t! I tI tI I _ E g� eer or Architect of Reco- rd JUL 0" iurau.�:a :�... �3=�}PAVEMENT TO BE REMOVED 0+00 1+00 2+00 3+00 GRATE ELS 20.06 TO BE REMOVED 15 " HDPE -' �- �. EXIST. CONTOUR IF -INt/. SW. EL. T6:19f PROP. CONTOUR _ _ - !� ` BOTTOM EL. 16.41 `����t«!�1//���� 'w. �,_.._..._..._._..._._..._.._._.._.....w._._._. CATCH BA7l�' ° 20.63 SPOT ELEVATION �� D --CO /i __ --5(,�eNs AA�/jam --------- _._ _ . _ ��,� GRAT__EL. �0. 10 ,.� INLET PROTECTION P F] I �� r L 1 � `, S HDPE V. -Mir. -� 6 76 �� o. 8 ;0% f 15';. - BPL INV. S. SF SILT FENCE STA:0+63.16 " _..._ Q!�•_ ___ ;f -..-._..._.,_ `r ft ;'� �a;' i� BOTTOM ..EL:-� f 6.28 _ 2_ 200 ' - ........_._._.._ ................w._._.... ...._ ....... _....... .....___..._.._.__ t ;Z _ r /� ` / L) i R l 3w.....__.. _ � OFF:49.72'R • ._-......,_ _.._ `._ --� ._ __ ... � ._ _ ' t�.. _._.., ..._.._2�+�i�_.._ _.._ _. • �..._. .�_ _.._. ".. � � ,r .�- ...."" "�� to � �« T NAL i 'It -- -... U GT _ u _-. _ - - _/1111111 _ _ _ _ SF _ ....__...-...... __._. ri - r:: •��� ` - � _ 1/ \ � � ,.��, � .� � I (- MICHAEL D COPPAG F 21 00 ..lap..........................::;- ;,;,I�iI/ ' { \` o / "" r ;} I fi I f [ FL P.E. NO 73428 [1J Notes: �w""`"••............................::"..:.":'-..i �• � •'` 1, rw _, _.,_ "•• _,.. `"..` 1 � t t } 1 r i F ...«.� (f(J - ' _ s " ... i -"......._._ "_.._..._..._ { .. _.___.. � _ ti " it "�- .. STA:0+61.85i CONCRETE PAD E i i ` ', - ._-" II{cZ WITH A/C UNIT N ..-.^"_ _•..• ""_ •'b _ I f :AC�.:.i ..... .. ... ...................... ...,-. .... ,-...... ... .......�... .. ......49 `i..._..., .- \ r `� \ _ ', BENCHMARK .. MAG NAIL AND DISK N: ....... .... ..__...."...:..._.. II�Z42.2 I N 1264893.902 E 8220040.9 09 I HANGAR B -'' jj / :"� •_.,_. ,: I I ELEV. - 20.72 STA -0482.4 0 c� OFF:109.66'R'• ` I b CATCH BASIN VIP. ww ..~ ",► ; Ilk GRATE EL. 20.44 15" HDPE iNV. NE. EL. 16.47 NOTE 15" HDPE iNV. SW. EL. 16.52 !P I 1 l- ; i BOTTOM EL. 15.89 THE CONTRACTOR SHALL �' �'J ; '�" ; ! �• I �'�' ! i ROUTE ALL TRAFFIC ONTO EXIST. FIj,'E HYDRANT ' IP AND OFF THE SITE USING : I r ........... t t THE ROCK CONSTRUCTION \" _ `_ �� EkiST. PVA ST �a�P In -' i CONCRETE PAD m Iue ENTRANCE. ADDITIONALtit I !T.,,�vlA V„ ,� ,� .� " f. 1 ! , t ► } ! WITH AIC UNIT s r� ENTRANCES MAY BE ` 1 , '� -` ♦\ ( ~~~yfr �' EXIST. VA VE' ,....:....._ _ °.. .. .ya.,: CATCH 4 PVC SLEEVEAS-BUILT BASINCONSTRUCTED AT THE t CONTRACTOR'S EXPENSE. `�- ' ._..._..._...__._.......-....._._.._.....`' i �r� ; I RIM EL. 19.55 t� i I IV -w_, , x _.._ _.._. `" ';z, 7 �` �'� t► INV. EL. 16.30 REVISIONS ROCK CONSTRUCTION ENTRANCE �' - _ \►I ,,� r l • ! ,� f I } l No. Description Date By FIELD LOCATE CONSISTENT WITH CONTRACTOR OPERATIONS"....�._ ...:.. :::::::: ...: ...__` `: i It _ l - ' w FORCEMA N w `• } t -�`' -• -- "� I .. Lp _ .,......... ....... t � . _ .�' _ ���.. _. " j 1 '� ,, �? 11 \ . SFSF- _ E'(t, _........._j .-------- -- --- --- - - � - .a�<av,v;�- - ^�zara:"x ..... I' 't t ..... •� I i V _ �� A9JUSTTO + -� 8- P ✓C -SAN - - - - °o - s OFF EOP - - - - - '4 - UE _ -- -- - - - - -- / / ` \ /J//T �. _ _ _ _. - - - � _ � �-'__-_------. - =. ....".. = i' ._ i '' ___.-.._ _.. \ _ _ �.« I - - - - - - - - � - -- - - �n-..r...r... -.�..a c-sc.s-...-- r.. -z... -.r .....-_.-... en.aw. _.I_ - - ._ _ - - - - - STA:O+$2.41 / _................._......._.................._..___.........._......................- ____.._............._.--___._. ...._ __... _....__....__ _..._. _. _._...._._W._...-_. �.. __........ _ - f / - - i /s rad .. OFF:209.62'R / - __ ...._.. ._ _ _ ._._..._............_.... - _�r- __ - _ - _._ _... 4,�,.._...- _. �i►�- = __ _- _ ..._ , ..... // -A. _-f�(-kL_T--SA•� L•A•TEfAL- ; _ D ETE-tQAL� "._..... if . _. _.... _........................_.. _ t .. _1 1 " -- -- t y ` _....._..... "� __._..._._ . ___..._..__1.1�1•V:--EL- 1. �....c�.8.._ .._ � . y? _ _ w__.........._......_......-- _ . :;°--....-_. f f -__ -W/T14- TRA-ffSF•C R*fER'- " ��i //�- SANITARY MANHOft - "��.�4SS... M�pIAnI-• -.. = _ _ 5 - IP.._ _ _........_ _... - r p� RIM EL. 20.56 ._.._-_____......_ ...................._ ..�.r,�. _ __. _... _ ... _...__. ._ _-_ ___ _--_ ._......._........_...._...__.. _ ._ �IG17T� ,`mac R1V_ ,, ........_. �O INV. NW. F_ L. i 4.78 ` ♦ i `w'w _... __ _ '"� _ .._..................-...._.._......_ -_ ... _ . _ _ - -- - - - _ __.............._ IP"� f" - •.w _ __ _ y - _..-................_ _._......__... _ ..� .._ :r->; r /p Project Name: car ' ` t 14 73 ♦ _ _ • cn _ _ - _. _- ...._ _.._ ._ Zit: �� UJ - _ - ....(CN. INV. S W. EL �., Qi�LL� \ ` ♦ ------------------ _------------- CONSTRUCT __ _______ - J r.:.•• Y.� CONSTRUCT HANGAR C I SANITARYMANHOLE ------------------------- / - --------------- __- __ _____------------------------------------- -- \ r ADJUST TO I 1 RIM EL. 20.65 Q _ ._ _.._......,- _ _..._- _ _.. ./sOFFEOP \`.%\� �`i1 V, SE. EL. 16.17 --' -"- `` _- _ �_UE__ . _ _. AS -BUIL CATCH BASIN Q Drawing Name: • , ..._._.__.._ _ __ "- _.._. -.. UE RIM EL. 19.54 _ -AIS.-BUILT ELECTRICAL LOOP w --- el � 3-2" PVC; APP R X. EROSION CONTROL PLAN }8 ,� _6 42 BELOW DE UATERMAiN _ F �- - AS -BUILT SAN. LATERAL CATCH BASIN UE 0 20 40 80Project No.: SCALE IN FEET GRATE EL. 18.98 UE I�oT 425750-1-94-01 SAA A.I.P. Protect Na: INV. EL. 17.20 15 HDPE INV. N. EL. 16.46 AS -BUILT CATCH BASIN AS -BUILT 90° B AS -BUILT SAN. LATERAL BOTTOM EL_ 15.99 INV. EL. 16.50 CSF 'Dote: Issue: EL. 15..8.448 INV. EL. 17.20 .'� FEBRUARY 2096 BIDDING SScale: Drawing Number: AS SHOWN C3.3 2 3 4 5 1 W INSTALL TEMPORARY CULV IF SWALE IS PRES U W ,. 0 I 25' MIN. 9.190%71. Vr I—rly W&qv# PLAN 2 3 '! 5 2" x 2" x 4' HARDWOOD POST, OR APPROVED EQUAL 10' MAX (TYP) f NOTE: COARSE AGGREGATE ......... ......... '' •:':.•:..:........'....:..;..'.'.'..............•:::':-:•:':•:....::-.•:':':':•:•:•:':-:.:-:':':':':':':':-:':':•:-:•:-:':-:':-:•:' :• GG GATE SMALL CONFORM TO ..... FDOT SPECIFICATION 901 FOR NO. 1 STONE. :.......:...:............:. ...._.................... ..................................'........:'...'........'...'.'.......'.....'.......-.'.'.•........•.'.....-.....•.".'.•...•.-. ... ... .................................................................................................................. ................ #57 STONE OR CR ......... • ......:................::.::........:.................:...:.................................:...............................:............... CRUSHED CONCRETE MEETING ... ........................................................... ........ z :.:•:':.:':':•:•:•: :: ................ .................................:.....:........:'....'.'...:..."...'.'..'....:'..'.'....'....'......'.'...'. .... _'.'.'.....".. . REQUIREMENTS OF NO. 1 STONE MAY BE Z•..:.........'...:'..........:.......................':.'..........................:..'..::'.'..'.':..'..::::'.'.::"."..:..:'...'..'.'...".'. SUBSTITUTED IF APPROVED BY THE — ....'..'.......................'.'........'.'...........".'...'.......".'.'..'..'.."...........'..:. .'.'..."..'..'...'.'. -'."........................:..........::........................... ...............:."..'..:'......::'.'..'..'.'.'..:'...:::...::::'.'.:..'. '.......:'.:.:'. ENGINEER, ..........:..:..:...................:.:...::::.:..:......::........:...........:..::....::.:.....::... . .............. ..............................................I............... ......,....................................................... .. .............. ............................................................................................................................ .. .............. ' :.....'.'.....':........ .'..':.......:......... '. •.......... '.......'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..:'.'.'.'.'.'..'.'.'..'.'. '.'.'.'.'.'.'.'.'.'.'.'.'.'. ..........:.:........•:.'.'... ......... '.':.'.'. ..:...........:..:.:.....:.:.....:.:.....;.:..... ;.....::.....:.:......:.:.....:.:.... . Z..'....'.. ..'.'.'....'.'.......'.'.....'.'......'.'......'.'....'.' '.'. ...'.'.'... I .'.'.'..' Co '.'.•.•.•:.... • . • ..............:.....' :.' '::..... ...'..' '.: ':.' .'..' '............'.'.'.'.'.'.'..'.'.'.'.'.'.'.'..'.'.'.'.'.'.'.'.'.'.'.'.':..'.'.'.'.'.':.':...... ............. . CD GEOTEXTILE FABRIC CONFORMING v v TO FDOT SPECIFICATION 985 BURY FABRIC IN EXISTING GRADE SECTION TRENCH, 8" DEPTH CONSTRUCTION ENTRANCE DETAIL NTS /1__. Aa1/'1/1P1 r^AME Nl N rr�A w.r DROP INLET WITH GRATE I GATHER EXCESS AT CORNERS INLET PROTECTION DETAIL NTS FILTER FABRIC /— STAPLE X, BURIED FABRIC SILT FENCE DETAIL NTS 2 3 4 5 MUNICIPAL AIRPORT SEBASTIAN, FLORIDA a l Wal I P - �0911 W!"I'Mol UP INTERNATIONAL. MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LINEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813) 889-3982 CERTIFICATE OF AUTHORIZATION NUMBER 28861 Designer: Checked by, MC MK Technician: Baker Proj. No.: AF 139975 Engineer or Architect of Record V CDH O`oFA'�i No 7 28 X73', STATE of ; �� �0,�•, �q-Zdl6 z41VA i ,G 1 MICHAEL D. COPPAGE FL P.E. NO 73428 Notes: No. REVISIONS Description Date By Project Name: CONSTRUCT HANGAR C Q Drawing Name: EROSION CONTROL DETAILS 1 FDOT Project No.: FAA A.I.P. Project No.: a 425750-1-94-01 Date: Issue: FEBRUARY 2016 BIDDING Scale: Drawing Number. AS SHOWN C3.4 wnv�ariv r* U . It MATCH EXISTING GRADE -------------------------- — — 2� 3 1 s V: i i ££ 3 3i l :S - ii a s.:ti s•i ii :: { ji':itii Ifi:;r• : i:i i.•I: 3{{'•I ii ii 'ii I '{£ lits ii ii :!Il si •i•: i i iii ;i: 1 s1 i i si (i is,{::•i£� i3' '•' " 1 � i 3: {s ss is ,3 :£ ii •'+£i i•i, I{{' is i• j{i 1 :s i : i:i iii ii ii �i £; �i 11 li 1i Sitii ii it ti !i 3: t i s� s s:i i;ili i£:::• • LANDSCAPING I ; 3 i i, i • 51 i ! ii ii it ! !:is SIDEWALK =iii 2' _ NEW GRASS PARKINri NEW ASPHALT PARKING NEW HANGAR --� ii 2.5' (TYP.) 2.5' (TYP.) LOW POINT 'Iii a!: F.F. = 21.00 It !i it :. ii • .t Nj?{££ •:ii!i:!ii is:?£i y £ ii.:? ii ::., :i i• ii �Y• T �! 3S 3i i ii ii 'e`•• i! ii ii E£ ii ii £i i3 i3 £i s£ F£ is'''£ °' •? :: .. - lis i s N n .s.. < x < . i• • •-� < s, z..,.. — — �- r •:....•-••' .. .. . --------------. — •- • .•x.53•• -r_ •••••..••••�.'•r.•—•.--.—•• - �. __ }: t. _._•� �•_- — — -r —.— ------ --.. .. {.V:.:•,•• tf,: d, . F.� `•r \ -f��. •:t•' .:;R•• 1 �: `t•. :., St �1 ^f'•., j,%e♦ f\•'+ e•J �•Y• :f•.. Y,. _�. tf �ti•.f ,.if• `--- BUMPER STOP PER FDOT INDEX 300 (TYP.) ''�: '' •(r�/%iy �����y` �\' ��I:iiii• EXIST ;: '° `i '•{''• °i `E ii i ai £i £f ii i t,, ii i •i qf :ift {= i i; ii LANDSC/ `i i •� ` i. �' ii : I I II I 5' EXIST. LANDSCAPING SIDEhIALK ii ii : is i i£ it ii ii i i I`I i EXIST sit �-- NEW HANGAR PARKING AND DRIVE AISLE t F.F. = 21.00 {i :f{ i' :tIs ..i ..f r i i:ii :i ifE<ii ;s £: £t gia s: £'�g iF ii ii iii ii iii: q _ ii If ii I! !i i! i{ ii Iiit ii 's ii ii £; t•�syf} — . :I J — t ,•+ 'i .. �� f.g—A—� ` s•:�e�. 21 EXISTING LOW POINT LANDSCAPING RECESSED. SEE DETAIL SHEET C1.2 STION A -A SEE SHEET C2.1 NTS SECTION B -B SEE SHEET C2.1 NTS iii i� ii. "•`t[• :j ii i{:-'• :r .:..[ :t £if-:• f i• £'a?iii = ii t •!i:.:.: jjif i ppif 1 1 I .. :{ik-i'iE it is {{{is lji? ii£ is Ex is •= •: •c ?.I3=: it i ii ?! ii 1 is APRON GRADING AND REHABILITATION j -#.£ S33i it fi ;j;i„.£ i iii it i£ VARIES (50MIN.) EXISTING ASPHALT SURFACE ie *�-- NFEW HANGAR :i i �� l i ail;:: EXISTING BASE iiiii ii £iSi _ j F.F. = 21.00 :::fi={tt•=£il;iiiiii iii{ii ii I 7#!£: ii f£ MATCH EXISTING GRADE it !: ix ii£ ii i; £s£ ii' ?_° •£c!s= fi ii££ .£ ,. ., : .. i, i 41 ------------ iA ��:.'.:.'........ ' +,. ., :.... ...y../.i ------ --——---------_._, ------ �. ,•f. Y. ,1,.♦ _ ,.:_'. -�• ., :j �' ��,••.f •.it•-�:� f -`•,•, •'' �•,-- . • ;� . - - -- -- - - -- -- - _... ..._ �. ' _ ;,, r , _ �,� ,..f .n ./•fi•�},.1: •V'.' • �•r r-•:1Tr T`- . t -..- - - - -.. ,.�:.w• rf •'. :�. t Y•••:S•..; —� n..f..:+.yy'-�-, . s=:-- �t""LL ].• SI'? : ? t Tom'.. =t': . — — -.- _. — — — ..... — —.— — — Q 0 6 4 EXISTING ASPHALT m TO BE REMOVED EXISTING HIGH POINT (APPROX 1.5" DEPTH) SECTION C -C SEE SHEET C2.1 NTS N t 4 >j 5 , i• 3 �£:;•i �I iii'•'• bfLTMC"AL AIRPORT SAMUN, FLORIDA 1.4 LEGEND k\ 1 2" ASPHALT CONCRETE (P-401) 2 PRIME COAT (P-602) 3 6" LIMEROCK (P-211) 4 VARIABLE DEPTH LIMEROCK, NOMINAL 6" THICKNESS (P-211) 5 REWORK EXISTING BASE COURSE 4" DEPTH, 98% DENSITY PER ASTM D1557, INCIDENTAL TO ITEM P-152 6 COMPACTED SUBGRADE, 8" AT 98% DENSITY PER ASTM D1557 7 6" CONCRETE (FDOT 350) J INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LINEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813) 889-3982 CERTIFICATE OF AUTHORIZATION NUMBER 28861 Designer: Checked by MC MK Technician: Baker Proj. No.: AF 139975 e Engineer or Architect of Record U NEW OR REPLACEMENT BASE COURSE. SEE TYPICAL SECTION. NEW OR REPLACEMENT ASPHALT PIPE INSIDE MIN "A" SURFACE. SEE TYPICAL SECTION. DIAMETER (1.13 ��� 15" OR LESS 811 1811 TO 21 33 10.1 24" TO 30" 12t' 33" TO 42" 1511 i t - --.. -€ E .— f is i -�= I I 1 I= i I=) 11=) �=�' .....::::::::�:.�..... �....�;..._. 48" AND LARGER 1811 3 — 1i i .............=� I _.,µ� t L.........:::. , .. i I I =1 I 11=1 I I =1 ........E. :::.... BACKFILL IN MAXIMUM 6" LIFTS, 100% : _ — _ _ _ COMPACTION PER ASTM D 1557 ..`_..--1 I—I (—I I—I I—�.._....; #57 AGGREGATE PER FDOT i._•._ ' I=1 1= =III= I .f_.••... SPECIFICATION 901 ,'I�{i11I I.D. �Iliil�l,i MOTE: ALL JOINTS AND PICK HOLES SHALL BE i WRAPPED WITH A MINIMUM OF 3 L.F. OF UJ to NON -WOVEN FILTER FABRIC. COST OF LU THIS WORK SHALL BE CONSIDERED U _ A _I INCIDENTAL TO THE PIPE 0 Q -'"I CONSTRUCTION. N 0 PIPE BEDDING DETAIL N.T.S. 1 2 3 4 5 an C' so o,�A F No. 7 zg ; G� r sin 0 ' �0•,2 9--Z 6 •'tV�� MICHAEL D. COPPAGE FL P.E. NO 73428 Notes: REVISIONS No. Description Date By Project Name: CONSTRUCT HANGAR C Q Drawing Name: CONSTRUCTION DETAILS FDOT Project No.: FAA A.I.P. Project No.: 425750-1-94-01 Date: Issue: 1 FEBRUARY 2016 BIDDING Scale: Drawing Number. AS SHOWN C4311 7 0" W M We 1 I 2 8° dId . ° v 87 v. d v . d 8 0 4 ° d 4 -4 d v d v . v• ° d.• d 4- 4. d NOTES: L 44 d' a ° . d o 1. SLAB TURNDOWN APPLIES TO ALL SIDEWALKS AND DRIVEWAYS ADJACENT TO RECESSED LANDSCAPING. 2. FOR PEDESTRIAN SIDEWALKS, D = 4". 9n 3. FOR CONCRETE DRIVEWAYS, D = 6". SLAB TURNDOWN DETAIL NTS ------------------------------------------------------------------------------- NEW SIGN P PARKING BY DISABLED NEW SIGN R1-1, 30 x 30 R3-5, 30 x 36 1 1 3 I 4 5 AK FINISHED FLOOR I � � i MAX. 2.0% ---�- --------------------------------- SIGNING AND PAVEMENT MARKING DETAIL NTS 1Hill2 3 4 5 1r ft ,� �i(Il/iia,;-,,�,'�►'��/ INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LINEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813) 889-3982 CERTIFICATE OF AUTHORIZATION NUMBER 28861 Designer: Checked by. MC MK Technician: Baker Pro]. No.: AF 139975 Engineer or Architect of Record xx llIIll//// C0A 428 0 ,�A� i _ _ ST '�� O- ' 5 C ORIO�� � 7�`�`�� j0NA,,,`0 MICHAEL D. COPPAGE FL P.E. NO 73428 Notes: REVISIONS No. Description Date Project Name: CONSTRUCT HANGAR C Q Drawing Name: CONSTRUCTION DETAILS FOOT Project No.: 425750-1-94-01 Date: FEBRUARY 2016 scale: AS SHOWN By FAA A.I.P. Project No.: Issue: i BIDDING .' Drawing Number. , C4.2 1 '. i. i i it i i r i i �j I� I I I� I NEW SIGN R1-1, 30 x 30 R3-5, 30 x 36 1 1 3 I 4 5 AK FINISHED FLOOR I � � i MAX. 2.0% ---�- --------------------------------- SIGNING AND PAVEMENT MARKING DETAIL NTS 1Hill2 3 4 5 1r ft ,� �i(Il/iia,;-,,�,'�►'��/ INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LINEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813) 889-3982 CERTIFICATE OF AUTHORIZATION NUMBER 28861 Designer: Checked by. MC MK Technician: Baker Pro]. No.: AF 139975 Engineer or Architect of Record xx llIIll//// C0A 428 0 ,�A� i _ _ ST '�� O- ' 5 C ORIO�� � 7�`�`�� j0NA,,,`0 MICHAEL D. COPPAGE FL P.E. NO 73428 Notes: REVISIONS No. Description Date Project Name: CONSTRUCT HANGAR C Q Drawing Name: CONSTRUCTION DETAILS FOOT Project No.: 425750-1-94-01 Date: FEBRUARY 2016 scale: AS SHOWN By FAA A.I.P. Project No.: Issue: i BIDDING .' Drawing Number. , C4.2 1 '. ❑a U a 9 a a> 1 I APPROVED JOINT SEALER (FDOT 932) 3/8" ± 118" 114" RADIUS OR CHAMFER (TYP.) SAWCUT RECESS SEALANT MATERIAL 1/4" TO 318" BELOW SURFACE PER MANUF PRINTED INIE 2 BACKER ROD COMPATIBLE WITH SEALANT AND SLIGHTLY OVERSIZED TO RESIST MOVEMENT DURING SEALANT OPERATION. IN LIEU OF BACKER RODS, SEPARATING TAPE THE WIDTH OF THE SAWCUT MAY BE PROVIDED AS APPROVED BY THE ENGINEER. 2 ALL SEALANT MATERIALS MUST BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS AS APPROVED BY THE ENGINEER. CONSTRUCTION JOINT SEALANT N.T.S. 1/4" RADIUS OR CHAMFER (TYP.) 3/8" ± 1/8" SAWCUT RECESS SEALANT MATERIAL 1/4" TO 30 BELOW SURFACE APPROVED JOINT SEALER (FDOT 932) 3/4" ± 1/8' i BACKER ROD COMPATIBLE WITH SEALANT AND SLIGHTLY OVERSIZED TO RESIST MOVEMENT DURING SEALANT OPERATION. ----- NON -EXTRUDING PREMOLDING COMPRESSIBLE =� MATERIAL ASTM D-1751 OR 1752 ISOLATION JOINT SEALANT N.T.S. ASPHALT NEW PCC PAVEMENT PAVEMENT —� ,do— 21 10' MIN THICKENED EDGE ////���1'/// CiJ BASE COURSE SUBGRADE I II I., I I k, I 1/2" MIN. 7/8" MAX SECOND SAWCUT �� JOINT NOTES II Illu IIII I Ilii IIIIIIlil1 1 i 1 illiillmillimlii II I III II II IIII I Ilii III 111 II III IIII Illh■II HILI I PER MANI P ZINTED 1 1. T = 6 I (�CI�£ES 2. d = 3(4 INCH 3. Ld = 18 INCHES 4. DOWEL SPACING FOR ALL DOWELED JOINTS IS 12 INCHES O.C. T/4 TO T/3 5. ALL DOWEL AND TIE BARS SHALL BE GRADE 60 STEEL I I I IIIWIII I I IIII IIi II(ilil II I III III I I I I 11111 1 1 11 1 1 1 1 111 1 1 11 FIRST S 1/8 112 I 1/4" RADIUS OR CHAMFER (TYP.) RECESS SEALANT MATERIAL 1/4" TO 3/8" BELOW SURFACE JOINT SEALER (FDOT 932) BACKER ROD COMPATIBLE WITH SEALANT AND SLIGHTLY OVERSIZED TO RESIST MOVEMENT DURING SEALANT OPERATION. IN LIEU OF BACKER RODS, SEPARATING TAPE THE WIDTH OF THE SAWCUT MAY BE PROVIDES AS APPROVED BY THE ENGINEER. r BAR LENGTH = Ld 12" MIN. LOCATION OF INITIAL SAWCUT MAY VARY WITHIN WIDTH OF IM. +& , SECOND SAWCUT _ BAR LENGTH = Ld 11 d �- 10' MIN.. 1. ALL SEALANT MATERIALS MUST BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS AND APPROVED BY ENGINEER. 2. INITIAL SAWCUT SHOULD BE MADE AS SOON AS LONGITUDINAL JOINT PRACTICAL. BASED ON MATERIAL SET TIME. �-- 10" MIN. i TRANSVERSE JOINT STEP SAWED CONTRACTION JOINT N.T.S. TME CONTRACTOR SHALL PROVIDE THE MAXIMUM _ NUMBER OF DOWEL BARS IN BOTH LONGITUDINAL PAINT DOWELS AND GRASE END AND TRANSVERSE JOINTS WHILE STILL MEETING THE IN AN ALTERNATING PATTERN MINIMUM CLEARANCES SHOWN IN THIS DETAIL. / A d I f DOWEL BARS AT SLAB CORNERS u1 1 11 p11i 1111 n i I , N.T.S. SEE DETAIL'X' ° 'a 1.25T �' T J ASPHALT PLACED IN 2" MAX LIFTS. 1/2" SAWCUT TACK COAT EACH LIFT. SELF -LEVELING SILICONE `n RECESSED 1/8" AC / PCC PAVEMENT JUNCTURE TYPE B) ) DETAIL X N.T.S. N.T.S. SEE CONSTRUCTION JOINT SEALANT DETAIL ° Q c a ° ° Q ° 4 ° ° ° T a ° c Q ° 4 Q ° 1 UNDOWELLED DUMMY CONTRACTION JOINT (TYPE D) I.T.S. SEE ISOLATION JOINT SEALANT DETAIL u ° 4 c ° 4 4 c c ' T Te --1.25T TO 4Q r ° ° NEAREST 111 a TO NEXT JOINT BUT NO LESS THAN 10' THICKENED EDGE ISOLATION JOINT DETAIL (TYPE A) N.T.S. � a T/2 +/- d/2 L ° ° 5 L1 ° a T 6 d c 4. DOWELLED CONTRACTION JOINT (TYPE C) NTS SEE CONSTRUCTION JOINT PAINT DOWELS AND GRASE END SEALANT DETAIL IN AN ALTERNATING PATTERN T ° ° Y (SEE NOTES) " d° 1 T Ld�2 -•- T 4 a ° 6d d c Q NOTES: 1. FOR JOINTS BETWEEN TWO NEW CONCRETE SLABS, Y = T/2 +!- d/2 DOWELED CONSTRUCTION JOINT (TYPE E) N.T.S. SEE ISOLATION JOINT SEALANT DETAIL ° 4 c 4 c Q a 4 ° c ° T G ° / c d A UNDOWELED ISOLATION JOINT (TYPE Al) N.T.S. 5 �y b' MLTNICIIPAL. AI"ORT SLMASTIMN, IWRMA s w I i Ilei i I - INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LINEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813) 889-3982 CERTIFICATE OF AUTHORIZATION NUMBER 28861 Designer. Checked by. MC MK Technician: Baker Proj. No.: AF 139975 Engineer or Architect of Record V 4p .P i � lam: • � i Q .tn STA OF �� �`'-F�ORtDP • �? � U J1JIIil111� M Ka MICHAEL D. COPPAGE FL P.E. NO 73428 Notes: REVISIONS No. Description Date By Project Name: CONSTRUCT HANGAR C Drawing Name: CONSTRUCTION DETAILS ■ FDOT Project No.: FAA A.I.P. Project No.: 425750-1-94-01 - Date: Issue: FEBRUARY 2016 BIDDING - Scale: Drawing Number: AS SHOWN C4.3 2 3 4 5 5 �y b' MLTNICIIPAL. AI"ORT SLMASTIMN, IWRMA s w I i Ilei i I - INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LINEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813) 889-3982 CERTIFICATE OF AUTHORIZATION NUMBER 28861 Designer. Checked by. MC MK Technician: Baker Proj. No.: AF 139975 Engineer or Architect of Record V 4p .P i � lam: • � i Q .tn STA OF �� �`'-F�ORtDP • �? � U J1JIIil111� M Ka MICHAEL D. COPPAGE FL P.E. NO 73428 Notes: REVISIONS No. Description Date By Project Name: CONSTRUCT HANGAR C Drawing Name: CONSTRUCTION DETAILS ■ FDOT Project No.: FAA A.I.P. Project No.: 425750-1-94-01 - Date: Issue: FEBRUARY 2016 BIDDING - Scale: Drawing Number: AS SHOWN C4.3 FAK W 0 W- 570 0 R M INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LINEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813)889-3982 CERTIFICATE OF AUTHORIZATION NUMBER 28861 Designer: Checked by. MC MK Technician: Baker Proj. No.: AF 139975 Engineer or Architect of Record 'e * NO. 77 =V: 0 S7A 0 N RID N PAIA MICHAEL D. COPPAGE FL P.E. NO 73428 Notes: REVISIONS No. Description Date Project Name: CONSTRUCT HANGAR C < Drawing Name: i UTILITY DETAILS FDOT Project No.; 425750-1-94-01 Date: FEBRUARY 2016 Scale: AS SHOWN FAA A.I.P. Project No.: Issue: BIDDING Drawing Number. C5.1 q M U 0 a iz 1 1 4 U .1k 1q; J �C. 11sILJMCIPAL AIRPORT FLORIDA INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LINEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813) 889-3982 CERTIFICATE OF AUTHORIZATION NUMBER 28861 Designer: Checked by. MC' MK Technician: Baker Proj. No.: AF 139975 Engineer or Architect. of Record 28 FTA7OF 4pR1D?`.: SIt y/lllitli111� MICHAEL D. COPPAGE FL P.E. NO 73428 Notes: REVISIONS No. Description Project Name: Date By CONSTRUCT HANGAR C Q Drawing Name: UTILITY DETAILS FDOT Project No.: 425750-1-94-01 Date: FEBRUARY 2016 Scale: AS SHOWN FAA A.I.P. Project No.: Issue: BIDDING Drawing Number. C5.2 M R i EN 1 IN ADDITION TO AS -BUILT REQUIREMENTS SHOWN ON THIS SHEET AND OTHER REQUIREMENTS OF THE CONTRACT, THE CONTRACTOR "ALL PROVIDE THE FOLLOWING: WATER DISTRIBUTION 1. PERFORM HYDROSTATIC PRESSURE TEST IN THE PRESENCE OF THE ENGINEER OF RECORD. 2. PROVIDE BACTERIOLOGICAL TESTING OF WATER LINES MEETING THE REQUIREMENTS OF INDIAN RIVER COUNTY UTILITIES. 3. TRACK AND PROVIDE RECORDS OF WATER VOLUME USED DURING CONSTRUCTION AND FLUSHING OF WATER LINES. 4. PROVIDE CERTIFICATION WATER LINES ARE SANITIZED IN ACCORDANCE WITH INDIAN RIVER COUNTY SPECIFICATIONS. 5. PROVIDE ITEMIZED LIST OF ALL MATERIALS USED IN THE CONSTRUCTION OF WATER LINES, INCLUDING APPROPRIATE QUANTITIES OF EACH ITEM. PROVIDE TOTAL COST OF WATER DISTRIBUTION SYSTEM ON THE PROJECT. 6. PERFORM ALL COORDINATION WITH INDIAN RIVER COUNTY UTILITIES TO ADHERE TO COUNTY POTABLE WATER SYSTEM REQUIREMENTS, INCLUDING BUT NOT LIMITED TO SCHEDULING REQUIRED COUNTY INSPECTIONS. 7. PROVIDE COPIES OF RELEASE OF LIEN FROM ALL SUBCONTRACTORS AND VENDORS, 8. PROVIDE ONE YEAR MAINTENANCE BOND IN AN AMOUNT EQUALING 25% OF THE TOTAL COST FOR CONSTRUCTION OF THE POTABLE WATER SYSTEM. WASTEWATER COLLECTIO N/TRANSM IS [SON SYSTEM i' 1. PERFORM HYDROSTATIC PRESSURE TEST IN THE PRESENCE OF THE ENGINEER OF RECORD. 2. PERFORM TELEVISION TEST MEETING THE REQUIREMENTS OF INDIAN RIVER COUNTY UTILITIES. 3. PROVIDE ITEMIZED LIST OF ALL MATERIALS USED IN THE CONSTRUCTION OF SANITARY LINES, INCLUDING APPROPRIATE QUANTITIES OF EACH ITEM. PROVIDE TOTAL COST OF SANITARY SYSTEM ON THE PROJECT. 4. PERFORM ALL COORDINATION WITH INDIAN RIVER COUNTY UTILITIES TO ADHERE TO COUNTY SANITARY SYSTEM REQUIREMENTS, INCLUDING BUT NOT LIMITED TO SCHEDULING REQUIRED COUNTY INSPECTIONS. 5. PROVIDE COPIES OF RELEASE OF LIEN FROM ALL SUBCONTRACTORS AND VENDORS. 6. PROVIDE ONE YEAR MAINTENANCE BOND IN AN AMOUNT EQUALING 25% OF THE TOTAL COST FOR CONSTRUCTION OF THE POTABLE WATER SYSTEM. y 5 � 2 U M R i EN 1 IN ADDITION TO AS -BUILT REQUIREMENTS SHOWN ON THIS SHEET AND OTHER REQUIREMENTS OF THE CONTRACT, THE CONTRACTOR "ALL PROVIDE THE FOLLOWING: WATER DISTRIBUTION 1. PERFORM HYDROSTATIC PRESSURE TEST IN THE PRESENCE OF THE ENGINEER OF RECORD. 2. PROVIDE BACTERIOLOGICAL TESTING OF WATER LINES MEETING THE REQUIREMENTS OF INDIAN RIVER COUNTY UTILITIES. 3. TRACK AND PROVIDE RECORDS OF WATER VOLUME USED DURING CONSTRUCTION AND FLUSHING OF WATER LINES. 4. PROVIDE CERTIFICATION WATER LINES ARE SANITIZED IN ACCORDANCE WITH INDIAN RIVER COUNTY SPECIFICATIONS. 5. PROVIDE ITEMIZED LIST OF ALL MATERIALS USED IN THE CONSTRUCTION OF WATER LINES, INCLUDING APPROPRIATE QUANTITIES OF EACH ITEM. PROVIDE TOTAL COST OF WATER DISTRIBUTION SYSTEM ON THE PROJECT. 6. PERFORM ALL COORDINATION WITH INDIAN RIVER COUNTY UTILITIES TO ADHERE TO COUNTY POTABLE WATER SYSTEM REQUIREMENTS, INCLUDING BUT NOT LIMITED TO SCHEDULING REQUIRED COUNTY INSPECTIONS. 7. PROVIDE COPIES OF RELEASE OF LIEN FROM ALL SUBCONTRACTORS AND VENDORS, 8. PROVIDE ONE YEAR MAINTENANCE BOND IN AN AMOUNT EQUALING 25% OF THE TOTAL COST FOR CONSTRUCTION OF THE POTABLE WATER SYSTEM. WASTEWATER COLLECTIO N/TRANSM IS [SON SYSTEM i' 1. PERFORM HYDROSTATIC PRESSURE TEST IN THE PRESENCE OF THE ENGINEER OF RECORD. 2. PERFORM TELEVISION TEST MEETING THE REQUIREMENTS OF INDIAN RIVER COUNTY UTILITIES. 3. PROVIDE ITEMIZED LIST OF ALL MATERIALS USED IN THE CONSTRUCTION OF SANITARY LINES, INCLUDING APPROPRIATE QUANTITIES OF EACH ITEM. PROVIDE TOTAL COST OF SANITARY SYSTEM ON THE PROJECT. 4. PERFORM ALL COORDINATION WITH INDIAN RIVER COUNTY UTILITIES TO ADHERE TO COUNTY SANITARY SYSTEM REQUIREMENTS, INCLUDING BUT NOT LIMITED TO SCHEDULING REQUIRED COUNTY INSPECTIONS. 5. PROVIDE COPIES OF RELEASE OF LIEN FROM ALL SUBCONTRACTORS AND VENDORS. 6. PROVIDE ONE YEAR MAINTENANCE BOND IN AN AMOUNT EQUALING 25% OF THE TOTAL COST FOR CONSTRUCTION OF THE POTABLE WATER SYSTEM. n We MUMCIPAL AIRPORT LSTLAN, FLORIDA . . . IIITERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LINEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813) 889-3982 CERTIFICATE OF AUTHORIZATION NUMBER 28861 Designer: Checked by. MC MK Technician: Baker Proj. No.: AF 139975 Engineer or Architect of Record `1���1111PI ���`�0 4SA f34 8 >� i �+ FLORiOP N� 70NAL �I!!!t 1111 MICHAEL D. COPPAGE FL P.E. NO 73428 Notes: REVISIONS No. Description Date By Project Name: CONSTRUCT HANGAR C Q Drawing Name: UTILITY DETAILS FDOT Project No.: 425750-1-94-01 Date: FEBRUARY 2016 Scale: AS SHOWN FAA A.I.P. Project No.: Issue: BIDDING Drawing Number. C5.3 1 5 � 2 3 4 n We MUMCIPAL AIRPORT LSTLAN, FLORIDA . . . IIITERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LINEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813) 889-3982 CERTIFICATE OF AUTHORIZATION NUMBER 28861 Designer: Checked by. MC MK Technician: Baker Proj. No.: AF 139975 Engineer or Architect of Record `1���1111PI ���`�0 4SA f34 8 >� i �+ FLORiOP N� 70NAL �I!!!t 1111 MICHAEL D. COPPAGE FL P.E. NO 73428 Notes: REVISIONS No. Description Date By Project Name: CONSTRUCT HANGAR C Q Drawing Name: UTILITY DETAILS FDOT Project No.: 425750-1-94-01 Date: FEBRUARY 2016 Scale: AS SHOWN FAA A.I.P. Project No.: Issue: BIDDING Drawing Number. C5.3 1 12 I II I I - � Ii IIII - Concrete slab— , 3 - - --- II 4I III III i I Max flow rate: 100 GPM I I I II I I 11 Ili II 11 I I I I I I 1 ' 4. 5. TPE'FjCATIONS ` Concrete slab— 4 In et/outlet Sch. 40. Plain End(No-Hub) 2. Max flow rate: 100 GPM - 68" 3. Liquid capacity: 275 Gallons (36.8 cu ft) a€ 3" vent 4. 5. Max oil capacity: 147.5 gallons Sand capacity: 105 gallons 6. Unit weight w/std. covers: 230 lbs. 7. Maximum operating temperature 190°F continuous. 8. Highway rated cover: 16,000 Ib. capacityINLET OUTL 9. Seamless molded polyethylene tank. I NOTES A A 1. 2. Factory installed Built-in Flow control. For gravity drainage applications only. 33-1/2" Do not use for pressure applications. 3. 0 Seamless high density polyethylene tank. ` I 4. Unit supplied with built-in adapters for up to 6" of adjustability. Additional risers) available for deeper burial depth. 5. Cover placement allows full access to tank for proper maintenance. of 3" vent-,.� 16" _ .� � of optional 16" - 6. Narrow footprint allows clearance through doorways 2" oil draw -off Tie -da' for anc and down stairwells. TOP VIEW 7. Engineered inlet and outlet diffusers are removable to inspect/clean piping. nlet- 8. For on the -floor or buried applications. & of let & outlet - DIFFUSION FLOW TECHNOLOGY Inlet and outletdiffusers w/ The inlet diffuser splits incoming effluent into two paths inspection port that utilize the entire liquid volume of the tank for efficientI-- 024-1/2" TYP oil separation. The calibrated openings greatly reduce effluent turbulence. The effluent enters the main chamber } without disturbing the existing oil or sediment layers. 13-1/2 � The bottom of the outlet diffuser allows only effluent which is free of oil to exit the tank. _ .�---_�---�_ ENGINEER SPECkVCATiON GUIDE Static Water- t Schier Oil Reserve oil/sand separator model # OS -100 shall line be lifetime guaranteed and made in USA of seamless, rotationally -molded High Density Polyethylene. Separator 51-i/2" shall be furnished for above or below grade installation, with field adjustable riser system, built-in flow control, vent connections and optional ail draw -off for connection to 3 V. independent collection tank. Separator flow rate shall be 100 GPM.Separator capacity shall be 147.5 gallons of oil and 105 gallons of sediment. Cover shall provide water/gas-tight seal and have minimum 16,000 lbs load capacity. - Engineered Inlet and OPTIONS: outlet diffuser • H2O Rated Cast Iron Cover: 20,000 Ib capacity (see description) • Pedestrian rated cover: 2,000 lb capacity SECTION "A -A" • Teleglide field adjustable risers for extending U covers to grade • Male pipe thread connections • 6" Plain end pipe connections (Inlet i Outlet Only) MODE. NUMBER: OS -100 f PART NUMBER: 5040 -001 -XX • High water anchor kit • 2" Plain end oil draw -off connection DESCRIPTION: • Clean Sweep coalescing media • Clamping Collar Kit 100 GPM POLYETHYLENE OIUSAND SEPARATOR PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF SCRIER PRODUCTS, ANY REPRODUCTION BJ PART OR ASA WHOLE WITHOUT ROH THE WRITTEN PERMISSION OF 6CHIERPRODUCTS Is DWG BY: N.EBERT (DATE: 01/14/2015 IREV• 6 DECO: 1032 0 U_ GENERAL INTERCEPTOR INSTALLATiON INSTRUCTiONS (OS -100 SHOWN) Isometric View Set unit on levet solid surface as close as possible to fixtures being served. It unit is to be installed below grade refer to below grade installation instructions, (sheet #3) ! ® ® t t I Top View Connect inlet and outlet drainage lines to unit. Mechanically covpla pipes to unit. Do not solvent weld. If connecting multiple units for an engineered oil separator system refer to multiple unit installation sheet. (sheet #5) Flow Plate � f T -q of Optional 2" oil draw -off Fq of 3" vents 1 35-3/4" invert 4 )„ I ISOMETRIC VIEW 33-1/2" OUTLET END VIEW A * ® Schier Products 500 Woodend Road Edwardsville, KS 66111 9 Tel: 800-827-7119 'S CAM ;"" H I L Fax: 800-827-9664 www.schierprcducts.ct►m PRODUCTS Pions ring Droin Line Purity Made In the Id.S,A OPERATION Schier Products Oil Separators are engineered to separate at'I anti over iignter-than-vrater ccMamfnants from wastewater to keep them from entering the sewage system. This is a�:u„ Ie,t1o; TGV using the St:'hfer extusive Diffusion Flow design, The Inlet diffusor distributes the wast rggr ft rotagh Vie separator in a smooth, even flow pattern which etimfnates dead spots. This diffused hotly assar'r?s that ft all and sedllTterPt layers are undisturbed and increases the efficiency of the separator. MAiNTENANCE 1. For most thorough cleaning contact a professional pumper contractor, 2. Wear appropriate safety equipment when clewling. Do not smoke near separator or clean new open flame or sparks. 3. Remove cover(s), 4. Remove coalescing mocha (if applicable) and thoroughly tlti5R dmm Imo ammffft centatrier. 5. Remove all contents of tore separator Inclutiing oil, s'etiWVR and 6. To stens the inlet and outlet lines for cleaning as neetted, a.) 4" connections; Remove the inlet and oratlet diffusers (inside unit($)) by hand loosening green locking collars. V6" conn%t ons: Remove threaded cfesn-out plug from ih2 Mn the inlet and outlet diffusers. 7. Clean the drain lines, diffusers and air relief thoroughly of ail debris before replacing diffusers to original positions or rernstatlfng threaded clean-out plug. 8. Fill unit(s) with water. 9. Inspect gasket for wear and tear. Replace cover(s), 10. Dispose of oil per local code, PUMPING FREQUENCY: Frequency depends on the capacity of the separator and the amount of oil and sediment in the wastewater. After initial installation, it is recommended that the unit is fully pumped every 3 to 4 weeks, Manitor each pumping to establish an adequate maintenance schedule. Schier Products „�.,JS pumping frequency to exceed no more than 6 months. TROUBLESHOOTING TiP--S: In the case of a clog, inlet and outlet diffusers may be removed for line cleaning. Slower than usual drainage may indicate the need to pump/clean oil separator, Units with 6" o nmatlons have a removable ptug on the back cf the diffuser as the diffuser itself is not removable Always take proper care to ensure a safe and healthy environmM while cleaning separator, For best cleaning and maintenance service, call your local sewer and drain contractor. Adapter Cover Locking Coll Open top outlet Looking collar Flow-•• OIL RESERVE OIL SEPARATORS (Models OS -15, OS -25, 03-35, 05-50, OS -75, and OS -100) J z� ,t SWAMPMMA N ; >i�iiFFIrsOslirros-15 REii CT#1.fl 1111 . ,aEs rs, s►r,►i$ C� ii ill ►n�b>: t 15 gam, 16 gallons 10.1 gallon oil capacity Sheet Deseriol! Its 3 gailon sand capacity Sheet til - Series overview and Wamaray information Sheet tit - OS General installation guidelines and OperationfMaintenance guidelines Sheet 43 - Below Grade installation guidelines Sheet #4 - Below and Above Glade installation guidelines Sheet 45 - Multiple unit systems. Setting the oil draw off Sheet #6 - OCT Gerreral insteRatlon guidelines and Operation/Maintenance guldelirres Sheet 97 - TeieGJtde Ryser installation guidelines (SR24, LR24) Sheet 98 - TefsGrlde Riser installation guidelines (SR16) Lnxtseal Testing QQ NOT AIR TEST UNIT OR TELEGLIDE RISER SYSTEMI Doing so may restrft In prop" damage, petro w Injury or death. &ase Unit: To pe7forrn a leaklseaI test on the base unit, cap/plug all plumbing connections, remove the cover, and fill the unit with waterjust above the h ghest carnet ion. Inspect unit and connections for leaks. Check water level at specific time httervals per local code. TeteGride Riser if required by 1=1 code, the riser system may be leak/seal tested slinlar to the base unit. CAUTION: the riser(s) must be supported owore ming vnt b keep from tipping over. Once riser system is in place and property supported, capfptug a plumoingg connections on the main unit, remove the aver from the top of the neer atmmbly acrd fl!I the unft err© riser system with water to finished grade level. Camfufly, as lite risers) WM be vary heavy from the w"111 of the water, inspect all gaskets) and clamps (if applicable) for any leaks. Check water level at specific time intervals per local code. Li rte VVVI rtty Effectye June 1, 2007 Schier Products Company ("Scnier") represents and warrants that HDPE and PP products ('Products') will be free from any and all defects in material and workmanshipincluding corrosion, during the lifetime of the plumts ng system in which the Products were originalIy installed and will, at its option, agree to repair, replace, or supply credit to the original purchaser. This warranty dws not cover damage caused by the Products' normal usage, or wear and tear, nor does it cover damage from naturally occurring pneromenan, inchXing, but not limited to UV, freeze -rotated damage, or natural d sas`,ers. This warranty does not cover the purchases cast of routine maintenance including replacement of parts required in routine maintenance. This warranty does not cover fabricated steel products, or any monitoring equipment. This warranty shall be effective if, and only if, the Praducts: * Were instalred in accordance with Schiees nates, spectricat;ons and instructions, for Installation, operation, and maintenance; Were Installed in Conformance wilt all applicable building and plumbing codes, and passed all appl'rcaM testing mefhads immediately fotlomrvfng installation; Have not been sulI to misuse or abuse, whether negligent or Intentional; Were never modified, repaired, or altered by any individuals) not authorized by Schier, This warranty Is e porthaser's sole and exclusive TSlva remedy, and acceptance of this exclusive rennedy Is a condiClon of the contract for thepurchase of these Products. In no event shall Schier be liable for any Incidental, special, consequential or punitive damages, or for any costs, attorney fees, expenses, losses or delays claimed to be as a consequence of any damage to, failure of, or defect in any products including, but not limited to, any claims for loss of prod ts, transportation, rernoval and installation charges. This warranty is excfus!ve and in lieu of all other warranties or conditions, written or oral, expressed or implied. NO'T'ES: Schier 641'' eparators are rated and manufactured with an internal flow control system already in place. They do not require an external flow control system or air intake vent. Schier oil separators are not to Da installed in any other manner except as shown. Consult local codes for separate trapping requiremerRs, cleanout locations and addTti oral Installation instructions. I OS -50 50 gpm, 52 gallons 34.1 gallon oil capacity 10 gallon sand capacity l .d OS -25 25 gpm, 22 gallons 10.3 gallon oil capacity 5 gallon sand capacity 5 ; OS -35 35 gpm, 35 gallons 19.5 gallon oil capacity 7 gallon sand capacity OS -75 75 gpm, 125 gallons 84,4 gallon oil capacity 13 gallon sand capacity OS -100 Note' Units depicted 100 gpm, 275 gallons wl o tp Tonal oil draw -,off 147.5 gallon oil capacity connection. 90 gallon sand capacity DESCRIPTION: Schier Products •••+�� OS &OCT SERIES INSTALLATION, 8506 Wil, KS 61 �IER Edwardsville, n RdSC OPERATION AND MAINTENANCE GUIDE Tel: 800-827.7119 WO-827PKwM► tI"% ] WwW,6ChierprodrprOdUC16.COm ail1� PROPRIETARY AND CCftFM ifTIAt SHEET NUMBER: 1 of 8 I ECO: 1013 - Flommrii3g Drain We, Purity Ifni RIOR OR EXTEMR 6ELOn1 GRAVE INSTALLATION INSTRUCTIONS (OS -35, OS -50, OS -3 5, OS -100) BELOW ORALE INSTALLATION INSTRUCTIONS ------Concrete Pad must extend EXCAVATrM - IW outside the unit footprint -_._ ..............„_...••...•...._.. 1. Install unms) as dose as possible to fixtures being serviced. .... ....... t ...... -.. I ..... ,.... 2. t caveVon shall be minimum 12* greater .. . ............. �... ._...... r ..... ... Width and lengtr of ex ' than the tank an all sides. I .. t.- 4 a f••.i... ..l`. ....' 1 t 3. Depth of excavation shall be 6" deeper loan tank bottom. ;! : + ��� i 4. Set the ionic in well -packed crashed aggregate material y I ; ; \ 60 i.._.._._ Rebar approximately 3/4" s ze rock, or sand, with no fines. When setting OS -75 (2), �� OS -100 (2), OS -100 (3) and 0S-100 (4) all units must be lever, 5, Anchor kit is , o .......-,Jc i for Installations in high water table conditions to prevent float out. To be determined by specifying engineer, tf. necessary, �- . % �- `� ; • ,^•,l ? order optional "Anchor Kit", See detail on this sheet, Concrete Pad - ��`�✓ v (fir �� �'•�; •4 must extend : outsio 1 /0 • � ..`�� i BACKFILLING S, FiMSMED J C7 {S the u Tit nt 1 mat@ h r tenons 1. Pre a and Compact subrgrade to 9W. mproctor. 2 Sta -••.• OS -100 3. Fill tank with water before bnfilfing to prevent float out during ppiping installation. Shown 4. Before bec"I" and pouring of slab secure ccver(s) and riser (if necessary) to the untt(s) _...wBac"ll ilh no ung crus ate material approximately 3/4" size nock, or sand, 6. Placa 6" aggregate ba aggregate slab. Aqgqgregate should be 3/4" size rock, or send, with no fin + ' i ! 7. Thickness of concrete around cover tobe determined engineer. If traffic ._.._._-t_._- _. l ................... -•-----..,- ....... + loading is required the concrete slab dimensions shown are for guideline purposes only. Top View 8. Concrete to be 28 day compressive strength to 4000 PSI. 2112* Min, 9. baNO.4 rebar b 1/2") grade 60 steel per ASTM A615: connected with tie wire, 4„ Rebar 10. Ret rar to ba V 112" from edge of concrete. i t Finished Grade 11, Rebar spacing 12" grid. 4" spaoing around access openings. 12. All pipe permetratlons to be sleeved or have stip connections. g-----•• -------------- ------.1_...-- f Elevation View COMM �S 1. l:Oft pct Yea to to the unit, When connecting OS -75 (2),0$-100 (2), OS -100 (3) and CONCRETE SLAB DETAIL FOR TRAFFIC LOADING OS -100 (4) seep= #5 for multiple unit instaltalion instructions. (INTERIOR OR EXTERIOR) 2. Connect vent piping to vent connection on srdewall of tank per local code. (OS -100 Shown) Clean on inlE unit (b Flow 2-Y tut to grade It pipe of each others) Concrete slab— mal oil draw -off , Native soil ® ® tee (by ouvrs) tee (by others) t «:.'•;; :.: _T, I OpftM Prlfxtot 1 I Optional Anchor kit { -•_-� . }.. j . See detail' :, : ' l _ F To maintain r flaw rate, To maintain tlovf rate, j{ -- Optional Anchor kit props pi apes .. ' I seed 8ti -� ` ( I '', I t r.• ,- J i I -' �r,I- see detail when interceptor is installed when interceptor rs installed in j _ . Crushed aggregate ` In a high flow or Increased head a low flow or reduced head int 6rffuser or sand pressure application keep pressure application removeW. �:.; .. calibrated flow plate Installed. and discard calibrated flow Flow plate orifice calibrated to plate. Flow plata orifice SIDE VIEW L3ETA1t. rated GPM at 13 toot water column. Vibrated to rated GPM at tet diffuser ...... . S as Stainles Anchor ANCHOR KIT INSTALLATION DETAIL Anchor Kit Installation Steps hardware 1. Slide "Anchor Strap" over tie down point on end wall and bolt together using provided hardware, 2. Bott "Anchor Strap" to "Anchor Plate" using provided hardware 3. Hoid down force achieved by backfill weight acting on Anchor Plate. 4, Anchor Plate may tie bolted to concrete slab, If required, by using holes provided in Anchor Plate. 13 foot water column. 08-100 ShownEXCAVATION AND BACKFILL DETAIL For Unit dulls see specification sheet for selected unit (INTERIOR OR EXTERIOR) DESCRIPTiOol: (Correcting pipe and fittings by others) DESCRIPTION: NOTES: Staff PraQLm Schler Products ter of separators are rated and manufactured with an internal flow control system already in OS 8m OCT SERIES INSTALLATION, 6508 V9DDQ8Rid NOTES: OS $OCT SERIES INSTALLATION, 9500 Woadend Rd face. The do not require tem or air Intake vent. OPE=RATION AND MAINTENANCE GUIDE Eiiilaiwoili^KSt��111 OPERATION AND MAINTENANCE GUIDES Edwardsville, KS 66111 SIC IEK p y q system Tot OWNW-7f" E R c ler of separators are rated and rr. Iflovd Conor Wsy m internal flow control system already in Tel: =4527-7119 AW Fax: 8f7PW- PRODUCTS plane. They do not require an external flaw Izrrtrol system or air Intake vent. PR. .# Schier oil separators are not to be Installed in any other manner except as shown. Consult local 9>;6II "' Fes' 80t?�827.9b�i it �j instt3(ied •In an other n h .schfe oducts.com wW4e.�,crsfPt Schier cit separators are not to be y man er except as s own. Consult local www rpr .,, codes far separate trapping requirements, cleanout tocat,ons and additional installation instructions. StIEET ritilYi6£R: 2 of 8 ECC: 1013 SHEET NUMBER: 3 of 8 ECO: 1013 Pio Bring Votin Lifse Pufit7 PRaPIaI rltRTanoox,rmoElfrmra Piormerfrtg lZrcrctln Una Purity codes for separate trapping rewremerim, cleanout locations and additional instaltation instructions. �T,�,Y � DWG BY: N.EBERT IQATE:01J13J2014 REV: 01 Made In the U,S.A DWG 8Y: N,ESERT IDATE:01/131201 REV, 01 RfaCe ht the ti,S,A 2 3 4 5 r, 1 PUMCMAL AIRPORT Sn , FLORIDA ilk s . N T ,ER N. A T 0 NAI, MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LINEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813) 889-3982 CERTIFICATE OF AUTHORIZATION NUMBER 28861 Designer: Checked by. MC MK Technician: Baker Proj. No.: AF 139975 Engineer or Architect of Record N\ No. lC0 A �i N��►Q;•ti'�C, E N,gE,•�� ,� Oji +- f No.7 28 TA OF r 1f �'� '• 2-q--zar6 : lV.� U �pNIA`, MICHAEL D. COPPAGE FL P.E. NO 73428 Notes: i no REVISIONS NO. Description Date By Project Name: CONSTRUCT HANGAR C < Drawing Name: UTILITY DETAILS FDOT Project No,: FAA A.I.P. Project No.: 425750-1-94-01 Date: Issue: FEBRUARY 2016 BIDDING Scele: Drawing Number: AS SHOWN C5.4 W 0 I INTERIOR BELOW GRADE INSTALLATION INSTRUCTIONS (OS -15, OS -25) EXCAVATION 1. tnsfall uas close as possible to fixtures being serviced. 2. Width and length of excavation shall be minimum 6" greater than the tank on all sides. 3. Depth of excavation shall be 6" deeper than tank bottom - 4. Set the tank in well -packed crushed aggregate #7 backfill material approximately 3/4" size rook, or sand, with no fines. CONNECTIONS i Connecfivaste piping to the unit. SET OIL DRAW OFF 1. It unit is ordered with optional oil draw -off connection, see sheet #5 for correct settings. BACKFILLING & FINISHED CONCRETE SLAB 1­6efore backt0ling aridpounng oisfafi secure covers) to the unit(s). 2. Backfill using crushed aggregate #7 backfill material approximately 314" size rock or sand with no fines. 3- Place 6" aggregate base under stab. --450 m. Max. bad OS -25 Shown When the jobsite requires burying unit flush with floor without using a riser kit, maximum coverfunit top load rating Is 450 lbs. iorsand bad l NOTES: c t$-fi er o€rseparators are rated and manufactured with an intemal flow control system already In place. They do not require an external flow control system or air intake vent. Schier oil separators are not to be installed in any other manner except as shown. Consult local codes for separate trapping requirements, cleanout locations and additional installation instructions. INSTALLATION INSTRUCTIONS 1. Install units) as dose as possible to OS series tank. 2. OCT tank installation is identical to similar sized OS tanks. See Sheets #!2 through #4, and sheets #7 and #8 for TeleGlide installation. CONNECTIONS Cornea -Vent -pipe and spill line as shown. 2. Adjust Oil Draw -Off arm between 114* to 112" above operating waterline. Oil Separator (OS) Ft 500 Ib. 79" Max. Ftl# toad ". Riser kl ' (so separately) �1} (�j `"� .,.. ?r''• ...Rebar OS -25 Shown with riser If concrete stab falls within body of unit, reinforce with retmr, extending 6" beyond footprint of unit to connect main floor stab. NOTES: Scfiier cif separators are rated and manufactured with an internal flow control system already in place. They do not require an external flow control system or air intake vent. Schier oil seaparators are not to be Installed in any other manner except as shown. Consult local codes for separate trapping requirements, cleanout locations and additional installation instructions. E 2 1 11 INTERIOR ABOVE GRADE INSTALLATiON INSTRUCTIONS (OS -15, OS -25, OS -35, OS -50, OS -75, OS -10) _ ..... - . . ' I ON-TKE-FLOOR DETAIL (OS -100 SHOWN) Install unit(s) as dose as possible to ffMresldraftts being serviced. 4.Ot;on� a piping to the unit. SET OIL. DRAW OFF T. - iFuitit is' orr7eseii v+ith optional all draw-t'ff connection, see shm 95 for correct seriings. 3 e 4 Suggested Installation of Multiple Oil Separator Systems (OS -75, OS -100 only) E --,r .Tr OS -75 (2 Series) 73 GPM, 168.8 gal of oil, Ail piping batween —Two-way deanout (by others) unit to tm supprmd / extended to grade by others._. recommended before — -- and after each unit If units are below grade ttYP-) i_r"0 : ® ® mZ,2 i OS -100 (2 Seffss) 100 GPM, 295 gal of oil OS -100 (3 Series) 100 GPM, 442 gal of oil 0:j_ OS -100 OS -100 (4 Smiles) lt4IPORTANTI 900 GPifif, 590 gat of oil Cut top 1 r2" of djffuser air retie# Remove fats of snout with saw SERIES MTALLATMN OF MULTIPLE UNITS • For higher oil storage requirements. • For below or above grade installations fonow Installation Instructions outlined in irtstaifatlon packet. • Units must be piped as shown above to ensure that the units work properly as the system is designed. • For systems that are installed below grade it is recommended to Install a two-way dean out tee extended to finished grade before inlet of the primary and after the outlet of tine final secondary unit and between units if there Is a long run of pipe behveen units for line cleaning purposes. • When instafling units in series secondary unit Inlet diffusers need modification prior to install. See details at right. a• I 61 OIL DRAW -OFF (OPTIONAL) Schler Oil Separators are may be ordered with a 1-112" draw -off unit consisting of an adjustable draw -off tube and slip -nut. In order for the Oil Separator to work property, the oil draw -off must be adjusted to meet the correct operating height for the flow of the unit. The oil draw -off unit leads separated ail Into an all dratriage line and cotlection tank, where it can be taken care of property (See OCT Series). Once the Oil Separator is installed, an operating water level must be established. Remove covers and run water through separator at maximum flow rate. Move adjustable draw -off tube between 114" to 112" above operating water line. if discharged oil contains water, raise adjustable tube until only oil is being removed - Draw -off setting must be checked periodically. If draw -off tube is properly set, water will not draw off with oil. Operating water Static water �,—Exteriorwall of separator ::1On discharge to collection tank ----- PUMPING FREQUENCY: Frequency depends on the capacity of the interceptor and the amount of oil and sediment in the wastewater. After initiai installation, it Is recommended that the unit is pumped every 3 to 4 weeks. Monitor each pumping to establish an adequate maintenance schedule. Schier products recommends pumping frequency not to exceed more than 6 months. Inlet Diffuser Modifications for Sacandarq units of series interceptor system DESCRIPTION: SChfDESCRIPTION: t?r PtatlutRs ' *"�"'""�"� Schier Products .�+r OS & OCT SERIES INSTALLATION, nQ0 Wot dared Ra NOTES: 9390 Waodend Rd OPERATIONS AND MAINTENANCE GUIDES Edwardsville, PCS 66111SCHIER 96F16r•o€fseparstors are rated and manufactured with an Internal flow control system already in OS &OCT SERIES INSTALLATION, Edwardsville, PGS &6111 Tet 8UD,827 7118 IEK place. They do not require an external tion control system or air intake vein. OPERATIONS AND MAINTENANCE GUIDE Tet: 800.827.7119 Sic. Fax:300�27.9664 /'+� Fax: 800.827-9564 � !'� , v, sctl COs,, PRODUCTS Schier on seeparators are not to be installed in any other manner except as shown. Consult local % ww.schierproducts.com iy, SHEET NUMBER: 4 of 8 ECO: 1013 Aixsfleatf Drain I I .N codes for separate trapping requirements, ctea lout locations and additional installation instructions, SfiEET NUN1t3ER: 5 of $ ECO: 1013 Pkine riisg:.Droin E Ire Polity. PROPraETARr ANO CONFIDENiMI PROPRWARr ARO COteFIDtiNrwt Made In the U.S.A - - ' DWG BY: N.EBERT JDATE.01113120141 REV: 01 "" °"°"` `•.0"'"".w".n"""°''" "9=M'."�„"a.""'". ""�""" DWG BY: N.EBERT IDATE:01113/20141 REV: 01 . 141atts in life t7.S.A "m.w r,na�+rar. ",r„4,rr'M.rtaiTr„ •Ft+AS`3oa o• cry mmucis w.rt�ea.�rN. I I Io, 1 u , iu ni i 1 Ttsolincluded iR rte OII Collection Tank lnstalJatian grease unft(s)) Telt:Glhfe Riser {24 Series} installation Guidelines rel Cover--- • tout arum OS -35, 05-50, OS -75, OS -100) (OCT -15, OCT -25, OCT -35, OCT -50, OCT -125, OCT -275) Silver pe manent marker ( Adapter Cut location"A" Toots Il hoed: ......Cover • Tape measure • Regular or cordless 011 with 112" chuck Cover �e To*M ne"M ff R s utre cutCrt Adapter Adapter &Cover �- - Adapter,Adapter (standard component} Gaskea-- .---Tgs+' or --Gasket • CorClesscircular sawor • Reciprocating saw Gasket. i /—Upper damp Upper clamp Gasket UPperCiamp ---Lower dam Upper damp---�.,_, - ' � P Loves' damp �� .•,: Gaskets` R•Is�sr Assembi� InStRtctioirmis a Luger damp- — }}} \ Lower Gtamp - _ Int - Upper Clamp— €; Tf orifi is fo tie nstoileii on grade (on=tile-flber), there Is no need for any adjustments. I t Unit Is ready to be put into service. l 2, 0 unit is to be buried: Once unit is set so that the pipe connections line up with �� � I � l Lower clamp i Cut location "C" jnsire pipitx}, measure total riser height needed from top of cover to finished '� Cut location "9" �M i t grade, aka sure you Include any Mum Me work, etc, that may be installed In your finished grade measurements. Sea figure 1. , � Ij i I 3. Select accords riser(s) needed based ofl Table 1. i� i i SR24 LR24 4. If (ser(s) is needed, remove coverts) from adapter and remove adapter from main �i (short riser) (long riser} unit by loosening upper damp with included nut driver bit (lower band is factory OS -35, OS -50, (optional component) (optional component) set do not adjust or remove). on the Ii= near the unit, Insert adaptor into first riser OS -75 & OS -100 until it stops. If needed, Insert bottom of first riser into top of second riser until it stops. OS -100 (standard) You may need to tighten upper clamps during this step to keep risers from shifting, (standard) Adapter and riser(s) should sit level with each other. Removal of cover during this process will ease assembly. Finished floor• Riser Height S. From the top of the adapter, measure your needed total riser height downward to the i stdMil of the riser. Then, add 5• (for OS -35 or OS -50) or 6" ( for OS -75, or OS -100), t r— Riser Height + For example, if you have a OS -100 and need a 15-112" extension, you would measure Adapter � Distance from step 5 Adapter dotwn from the top 0 the adapter 21-112° (15.1!2' + 6" =21-112'). See Figure 2, j - 4" UpperCiamp— OII Separator (OS) Oil CalteeUon TM* (OCT) 6. Refer to Table 2, Table 3 or Table 3a to determine If, and where, any cuts need to be made. " 1 }# Riser If a cut needs to be made, make a circular line around the sidewall of the riser with the -� — - _ i `.+ j t Gasket•- ' '• — -"•••'f •• Included silver marker at your riser height +dimension from step5. Using a jigsaw, circular Al C l - - """". Must be at least cY P �T LoNrerGamp 2Must and cannot saw or reciprocating saw, cut along your tine. fliscarilire'Y cfe Erie cutoff scrap. : %/ 7. Whether the riser needs to be c iA or not, make another mark with the silver marker the exceed 4"• ;j sidevraii of the riser a distance of 4 INCHES (3 INCHES for a CG -35 w/4" emnecxions above ` Unit - j vent } r�. the edge l�ireuwas be fond thetlbottomaed e o t (ouf nsrer s61r riser height ie slaedimension an min misefrom {t` ii �(► I __ _..__...... I.. UHES above where our riser hei ht + d' � ff``ppry� g �p 5 tine would have been. 4 DO NOT cut this new fine Once the user Is �Aff�fild tffBlEftain unit, this new line will end Unit DO "-'- __- i - up at the top of the gasket and will aid in rei-assembSy. See Figure 3. Adapter =Riser Mark"Cut—Riser/Adapter R. €MPORTAIVr: Beforla the next step:Figure 1 Figure 2 Figure 3 Figure 4 —--•-•"••• T-1 1. Make sure bolt diffusers are installed inside the main unit at the appropriate locations `3' for s G8-35 with 4" connections �••-•Opem5ng Water Levet t—MarYnumail capacity and check if there needs tot* any flow control adjustment on the inlet diffuser. Refer to sheet 2 of the installation Instructions for flow control adjustment. 2. Refer to sheet 1 of the installation instructions for leeklwater testing procedures. _.�•. Adjustable oil ^_Z 9. Take risers} and adapters apart to reduce the weight during Instailatlon. Wipe all sidewalis and ' 4 ,.: , -s Draw oitArrn - "'— t ins'Ide of gasket with a damp doth to remora jobs is dusUdebris. Install ants into the main _ , _ " Y ` — �-- • -- — — ., comport __ T • unit star; ng from the lowest (cut) riser and working your waytoward the finished floor level. U r .: • x damps at accts kat need to be loosened or removed to d in assembly,Once r€ser s adap ear=' • r a a / it F1tt„d 91 ea } Staicwater Levet : l Is inserted Into gasket, upper damp can be tightened• ( Pt � , MmAv �' � j X t h r s.. .: g :pt Rife .. 7J: , :: Ya .�1 tN^rs�st •: ^ i ” 10. Vert that the bottom of the lowest riser is dIn at least 2-1 /2" but no more than 4' into - '`1 NO"r' Verity Proms 9 the main unit from the top of the gasket. Your marl: from step 7 should be at the top edge i!2' o I 0 1T2"to 21 --e to 24". t 4 "a ia29 2 Q 'r - -- -- R'4 of the gasket on the main unit. If measurements were made correctly, this should happen s t?A #0:19 ' Si224 1 .2 6 I aWfo3T t2 1 >2rlic, ` 0 �d"io* 0 1 a� togr- 0 2 {{ , - automatically. See figure 4. - 1. $??red I I 2 Norm 11. If filting of dee adapter is required to be flush with finished grade, 4 must be done AFTER ail too#e: A,vclslablo r4n�e of -34" to t 2 0 >39" #o A3 . 4 Q 4, .__.._.t....._ ............._, __._.. t 4 - ._ IS : : _-- ---. -----0 .........._. ......_. __ damps have been lightened w th naer(sYadaptor in a vertical and level position. Tilting is ox ferordy 2rI1Z. >43'10 58- 1 >43 Eo 5g 2 2 a - 1 >35 to 39" t R'24 .: 1 2 t4arie . . r - achieved by using the l ibihty of the gasket. If tltt€reg is done before damps are lightened, a >IV IC 77 0 2 >5S to 72" I 0 4 Spi11 Line 1.`3r to 43P t SR24 2 4 b \' perfect gasket seal may be compromised, Schier recommends tilting only the adapter versus the entire assemmriser _ ` Iss%>51-t1x i 12. Tshien afE dto a mfitmum of 5 anre your maxnam of 8 ft bs of la ue. Use the same for ue s.Y - � -SR24 would ten a rubber no -hub coupling, 2 i r � a 13. The adapter must be adjusted upward to ach eve certain extension heights, Sse Table 2, � ` a ka Va 12 Q. 1 1 2 Table 3 or Table 3a. ° N _..............._._. y s:: t 14. If jobsite riser height conditions change after the above steps have been completed, there `� , _ _....�_..__ 1g j.- _....... I%36=612" t0 rr- I TR24 � 2 4 N g may still be room for vertical adjustment in both directions. As long as minimum and maximum a3 1 x}72'=- 224 I E.b >? 1€03.1 _ __•, ___ „mss _ _,,, 1. Aiust o�da_ pt�er upwards to reach 22" to 24' overlaps are maintained (see Figure 4}, the adapterfriset(s) can be adjustedf= as many times t F lcrtfi SIrRA _ f 't b �S itT a E tire, 4. t fr 1 as necessary.Please follow these steps from the inns to ensure theproper overla s are } , 2. Ad'ust ager upwards to reach 3i to 39" Ps • beginning P xiT 8123.6 --`i t Prom >t6 21" SR24 1 7 3. ust edapfer upwards to ready 56" to 58' maintained. p4# > } 3)" tR7d i c 4. ust oda ler u rds to reach 70' to 72" 1. . ; s S. Four 08-75 :Maoor Y411 read to be cut short at >x! fMti2�a 1 } Nor c (t3n tea { t a tion %1 to ream 0% 3-11.2' due to cpm top 5 Adjust adapter upwards to reacts 20° to:L' Ad}ust adapter upwards to reach 19" to 2�" D��- Call Schierwirn irons or frons @ 1.8£60.627-7119 Customer Service Hours: 7AM-6 PM CST I 6 Adjust adapter upwards to reach 35" Tb 37" 8. Adjust a.....p upwa ds to reach 34" to 36` �' sem. DESCRIPTION: DESCRiPTiON: Rd OS & OCT SERIES INSTALLATION, a c0h9leWo�rd Rd OS & OCT SERIES INSTALLATION, ins 6x111 NOTES. Tel: 800-827.7119S'_ IE OPERATIONS AND MAINTENANCE GUIDE Tat: ltDi 827.7119 JE c�fu�I-s=pafators are rated and manufactured wn an internal flaw control system already in OPERATION AND MAINTENANCE GUIDES Fax: 89o•s2�,gro"sa Pax:8l 427•9G64 P system www.schierproducts.con, QQ lace. They do not require an external ftrnv control m or air intake vent. it IFS iNilifFP.a✓rtni,.,ww.,ww.CORt �:, SHEET NUMBER: 6 of 8 ECO: 1013 Schier oft separators are not to � installed in any other mranrrer except as shown: Consult local SHEET NUMBER: 7 of 8 ECO: 1013 Made in the U.S A i tser`rng fSi�tJr) tttsie.PurfEy PROPRiarARrANOCORFRIMIAL 1 $ J)rmn. Une Purity codes for separate trapping requirements, cleanout locations and additional installation instructions. PROPrr,£n 1"McavrmstrnAt - ua oe<anwxw e5snwaraaneon:ww 5ow,iva»..i .;.crmm�..ewiea arnura•.nxn�xw fitaQB in t'Pf6:t.s;;}� .SEw�.�s*n" >.te.�w. s. amu.awe"�.�u�rn oew•.ca+m,w•.ani I . ,,a a N.w �«rnnn"...eF..enwen« a.rnoaon4�ae.mo. IDWG BY: N.EBERT IDATE:0111312014 REV: 01 ��a ors.a a°j"„�v n.�w s. �+a"l x>eenAa�rasa�wTE�. DING QY: N.EBERT IDATE:01113/2014 REV: Ol 2 3 4 5 t>::ia� V / MU1V'ICIPAL AIRPORT SEBASTIAN, FLORIDA MOW ._ INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LiNEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813) 889-3982 CERTIFICATE OF AUTHORIZATION NUMBER 28861 Designer. Checked by. MC MK Technician: Baker Prof. No.: AF 139975 a. Engineer or Architect of Record 1 m •" ,,,,s011 l lel 1111! y//! � ♦ i No. 34 8 ; V113 r 7l l 1 F i '•,,-�-26110 ,%�� MICHAEL D. COPPAGE FL P.E. NO 73428 Notes: REVISIONS No. Description Date By 1 Project Name: CONSTRUCT HANGAR C Q Drawing Name: UTILITY DETAILS FDOT Project No.: FAA A.I.P. Project No.: 425750-1-94-01 - Date: issue: FEBRUARY 2016 BIDDING Scale: Drawing Number: AS SHOWN C5.5 , C 1 Tools Included with riser kit) • Silver permar t marker Tools Needed: "Y'ape measure • Phillips head screwdriver • Jigsaw or Cordless circular Saw or • Reciprocating saw Riser Assembly Inst':ructlonsiSteps: 1*.*-" f unit is fo bw,6 erietl', you xa'It need a riser kit (sold separately). The 16 Series TeleGllde Riser System for these models allows riser heights from 2.1/6' above standard unit up to 16•. Only ONE riser may be used per base unit to allow sufficient access to internal serviecable components. See Figure 5. 2. If more than 16" of riser height is needed. you will need to adjust jobsite requirements OR purchase the next available model with a 24 Series TeleGilds Riser System which allows taller riser heights. 3. Once unit is set so that pipe connections line up with jobsite piping, remove cover from unit. Fasten yellow gasketed ring to unit with hardware provided in separate riser kit. Ring flange with 4 bolt notches faces down against the unit. See Figure 1. 4, Push riser into ring until it stops (about 1 inch). See Figure 2. 5. Measure the distance from the top edge of the riser dawn to the finished floor. Make sure to account for any future the work in your measurment. See Figure 2- 61 Remove riser from ring. Take measurement from step 5 from the BOTTOM of the riser upwards towards the top of the riser. Mark a fine around the riser, and cut with handsaw, jig saw, or reciprocating saw. Remove debris from cut edge with scraper, utility knife, or gloves. See Figure 3. 7. Place cut riser back into ring on unit until it stops. Fasten cover from unit into riser with the same 4 bolts from the unit. Unit Is ready to be water tested and backfilled. Install finished floor. See Figure 4. --Remove cover r _ —Install rinp f bolls�_Flnlshed floor Figure 1 Riser Mark, cut, and deburr—'__1 / e Measurement from 1 U X• ! Figure 2 Figure 3 NOTES: Sc tai`e'r ori separators are rated and manufactured with an internal flow control system already in place. They do not require an external flow control system or air intake vent. Schier oll separators are not to be installed in any other manner except as shown. Consult local codes for separate trapping requirements, cleanout locations and additional installation instructions. ■f M1 2 TeleGtitte Riser (16 Series) Instalintion Guidelines (OS -16, 5-25) Cover (included xHlh base unRp••-•••----' Install ' /—Measure Riser-••-�\ ` X", Finlshetl floor Indafl Riser 4 Figure 2 �Frtm cover Flnlahed Aoor Figure 4 11 I L _ __,11- Rlser� I r r GIJMM BO Ring OS -M SR16 Riser Kit (Sold Separatet'ir) 2-1ia tai I 2e�f Minimum and maximum riser ht?tI is when units are buried. Figure 5 DESCRIPTION: OS & OCT SERIES INSTALLATION, VVI fw OPERATION AND MAINTENANCE GUIDEST�s��f � "11 SC. Far.. =4W4ft4 SHEET NUMBER- 8 of 8I ECO: 1013 .Pvrev scrct� ,�uuu.s cOfis PROPREMI ARD C10"19 AL II io +sring;t ntirf ,Pgt€ty. t ic° ue w ebn ic"•w'ar' n"neroaa"�xa'° se` in.�aw"c.,c m�n.nme ,n twtnc c� n i3WG BY: N.EBERT IRATE:01113/2014 REV: 01 M UA A I � i III I � I I Illi IIIc VIII III VIII I VIII IIII II I it •I lull ill I I II III 111 � I Iw uili lu ul Alvei llu vel 11 ii I: II _._ i ____.i �_ I. 1 I Ell A J — : Y. N UMCIPAL AIRPORT SRRAS11AN, FLC)RIDA INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LiNEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813) 889-3982 CERTIFICATE OF AUTHORIZATION NUMBER 28861 Designer. Checked by. MC MK Technician: Baker Proj. No.: AF 139975 Engineer or Architect of Record no a9 I ``�,� W lel i I I////, No. 7 8 %ii•� I ����T OF ,•�� 0 2-4-z6rb : iv ly Irl MICHAEL D. COPPAGE FL P.E. NO 73428 Notes: REVISIONS No. Description Date Project Name: CONSTRUCT HANGAR C Q Drawing Name: UTILITY DETAILS FDOT Project No.: FAA A.I.P. Project No.: 425750-1-94-01 - Date: Issue: FEBRUARY 2016 BIDDING Scale: Drawing Number. AS SHOWN C5,6 By 2 A 3 LANDSCAPING AND IRRIGATION REQUIREMENTS THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SODDING OF AREAS SHOWN IN THE PLANS. THE CITY OF -------- f ------ SER STIAN WILL PE FO M ALL 0 HER LA DS APING WORK. THIS SHEET IS PROVIDED TO THE CONTRACTOR FOR INFORMATIONAL PURPOSES AND TO PROVIDE THE CONTRACTOR WITH THE VEGETATION REQUIRED FOR THE IRRIGATION SYSTEM. THE CONTRACTOR IS REQUIRED TO DESIGN AND CONSTRUCT AN IRRIGATION SYSTEM IN ACCORDANCE WITH THE CRITERIA SET FORTH ON THE IRRIGATION SHEETS. THIS WORK SHALL INCLUDE HIRING OF ALL DESIGN PROFESSIONALS, DESIGN, COST OF AND APPLICATION FOR ALL NECESSARY PERMITS, CONSTRUCTION OF THE SYSTEM, AND ALL TESTING AND PERMIT CLOSEOUT REQUIREMENTS TO PROVIDE A TURNKEY IRRIGATION SYSTEM. THE CONTRACTOR SHALL COORDINATE WITH THE CITY AS APPROPRIATE IN ORDER TO SCHEDULE, INSTALLATION OF THE IRRIGATION SYSTEM AND LANDSCAPING VEGETATION. TOFA TOFA TOFA TOFA CO 6 TOFA BENCHMARK MAG NAIL AND DISK N 1265038.810 E 820037247 ELEV. = 20.49 . TOFA TOFA TOFA J0FA 4 T T UGT 0 r — — — — — — ............ .......... ......... ....... . . . . . . . . . . . 0 . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . - . - . . .. r Sw so 6 ..... *.*..*6 ....... 666 ...... I i ....................................... ...... I Nlll ......... .......... ................ ......... ..... .. 0_01 RN so - o' oo� ..... so.. .............. 0 ............... . .......... ............................... .00* ........... ........ . .7.7;.7;.7;.7; 1 VXXXXXX. * ................................ �*- nm ....................................... 3) M M-011, Is IM7 05 OR 0 0 0 4 so so .......... "N' iL 5-H � IN r 41F ....... .... R .......... so.. 0 .... ------ RM�a'g:ig" 0_ I Km��311 ................. ....... MR% —R.: i 0. L11i 0. so. so— ............ ....... Mom ........ ....... ................ ...... .E of oeve..4 . P — I':—. . .11. ii ", U., .............. W * * * * W.70- .5, .. . ......... so ...... 0.0 BENCHMARK .... ....... 0 ....... .so .... so.. 404-4 ..... so, ....... 0 ... ... ... so .............. MAG NAIL AND DISK -- ---- 42.2 N 1264813.902 mg it Q!) E 8220040.109 "Fl, ELEV. 20.72 ... so.7.7.7 G) It ....... .... R. P'_ ....... ....... MIX IN 05 W: 5. p :F co� pr;*� ....... ...... FIE] 3 AM —4.747s.. . . .......... ME ............. & W, �.g 0 it so ....... .. . ... ............... . . . . . . so osos ... .......... AS—BUIL'r CATCH BASIN RIM EL. 19.55 DING INV. EL. 16.30 A FORCEMAIN U C F MAIO I UtAN I Mr—r— RELOCATION (4) : '�1� E LL. 5 V, bf UMC"AL AnwORT LEGEND FLORIDA BAHIA GROUND COVER ASPHALTPAVEMENT I INTER NATION AL BUILDING CONCRETE AREA MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LINEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813) 889-3982 CERTIFICATE OF AUTHORIZATION NUMBER 28861 RED MAPLE TREE Designer: Checked by. LIVE OAK TREE MC MK (INCLUDES NEW AND Technlcicn*. Baker Prol. No.: RELOCATED EXISTING) AF 139975 SABAL PALM TREE Engineer or Architect of Record SWEET VIBURNUM 24" MIN. AT PLANTING PLANNED AT 24" O.C. N�! i!�' L:fig! 7.7olots'.1 I _(�) --- ---- ADJUST TO .. .... V OFF EDP UE — ............. — — — — — - — APPROXIMATE IRRIGATION - -------- LI ---------------- ----------- ------------ -------- -------- *`:o:s:s*._:s:s:_:s:s*.-.'PW7 —7 ------ ........... so. WELL LOCATION AS—BUILT SAN. LATERAL '00� INV. EL. 16.98 It I zz� - zz� DWARF MUHLY G�ASS 0 UJ AND PLUMBAGO IN 872M Do to I 4t ;F,' No. 7�52 AVO'�F '71 2:4 W6 ZZ - MICHAEL D. COPPAGE FL P.E. NO 73428 Notes: REVISIONS No. Description Date By INFORMALG OUPINGS — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — I Project Name: AROUND TRE�ES ---------- - ---- --------------- - -------------------------- ------------------------------------ CONSTRUCT HANGAR C ADJUST TO & OFF EOP � UE UE AS—BUILr CATCH BASIN ----I MAINTAIN CLEARANCE UE RIM EL. 19.54 FROM FIRE HYDRANT. \—AS—BUILT ELECTRICAL LOOP SEE UTILITY PLANS. 3-2 " PVC PPROX. Drawing Name: W W W W 36"-42" BELO WGRADE W LANDSCAPE PLAN —AS—BUILT SAN. LATERAL UE UE 0 20 40 80 INV, EL. 17.20 EXISTING SWALE SCALE FEET AS—BUILT 90' BEND AS—BUILT CATCH BASIN FDOT Project No.: FAA A.I.P. Project No.: EL. 15.48 AS—BUILT SAN, LATERAL INV. EL. 16.50 425750-1-94-01 INV. EL, 17.20 46. Date: Issue: FEBRUARY 2016 BIDDING Scale: DroWing Number: AS SHOWN C6.1 2 3 4 5 1 PLANT SCHEDULE QTY. I COMMON NAME LANDSCAPE NOTES TREES 4 EXISTING OAK 2 LIVE OAK 8 RED MAPLE D SPECIFIED. ALL TREES SHALL HAVE A 3" THICK, 24" RADIUS (FROM THE TRUNK) MULCH RING 6 SABAL PALM SHRUBSIGROUYDCOVER 108 SWEET VIRBUNUM 10 PLUMBAGO 10 DWARF MUHLY GRASS OR CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DWARF FIRECRACKER REPLACEMENT OF ANY DAMAGE TO EXISTING ELEMENTS ABOVE OR BELOW GROUND TO ITS ORIGINAL SOD AND GRASSES e BAHIA U .. W SIZE (8' MIN. HT, 2" DBH, CROWN AT PLANTING) 8' MIN. HT, STANDARD TRUNK 12'-14' CLEAR STRAIGHT TRUNK 24" MIN. AT PLANTING 24" MIN. AT PLANTING 24" MIN. AT PLANTING ill-Ill=11I_ii1=1i1=1�1=1GI_ �• I� NOTE: 1. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION 2 3 ' 1 4 L MINI PINE BARK NUGGETS, 1"MAXIMUM SIZE 3" MIN. DEPTH (TYP.) SOIL BERM TO HOLD WATER, 6" TYP. FINISH GRADE, SEE GRADING PLAN I 12" MIN. DEPTH OF PLANTING SOIL FOR GROUNDCOVER BED PREPARE PLANTING SOIL AS SPEC'D. WHEN GROUND & SHRUBS ARE USED IN MASS, ENTIRE BED TO BE EXCAVATED TO RECEIVE PLTG, SOIL & PLANT MATERIAL, AS SPEC'D. SHRUB AND GROUNDCOVER PLANTING DETAIL NTS ALL SHRUBS/GROUNDCOVER TO BE TRIANGULAR SPACING. SEE PLANT LIST FOR (O.C.) SPACING. J 118" MIN. SETBACK FOR SHRUBS 12" MIN. SETBACK FOR GROUNDCOVERS CURB / EDGE OF PAVEMENT / BED LINE NOTE: 1. THE PERIMETER OF ALL CURVED PLANTING BEDS SHALL BE PLANTED WITH A ROW OF SHRUBS AS SHOWN IN THE PLANS AND AT THE SPACING SHOWN IN THE PLANT LIST. INTERIOR PORTIONS OF EACH BED SHALL BE PLANTED AT APPROPRIATE SPACING ACCORDING TO THIS PLANT SPACING DETAIL. PLANT SPACING DETAIL NTS REPRESENTATIVE. 9. PEG SPECIFIED SOD ON SLOPES GREATER THAN 3:1. 10. THE CONTRACTOR SHALL ENGAGE A QUALIFIED TREE SURGEON WHO HAS SUCCESSFULLY ;� II COMPLETED TREE PROTECTION AND TREE TRIMMING WITH FIVE YEARS OR MORE EXPERIENCE, TO PERFORM THE FOLLOWING WORK: U T ARE TO REMAIN IF REQUIRED, AS DIRECTED BY OWNER'S I i � FR M PEES THAT Q I i } �I � �I ®® � GAL tREEGATOt/ 11. REMOVE BRANCHES 0 , 120° 120° z D @ ® WATER REARM REPRESENTATIVE. PLAN VIEW OF STAKING HAND 'NON-SUPKNOT 12. PERFORM INITIAL PRUNING OF BRANCHES AND STIMULATION OF ROOT GROWTH WHERE REMOVED TO ACCOMMODATE NEW CONSTRUCTION. SET TOP O ROOT BALL LEM 2" ABOW FRS'Pi (RADE 13. PERFORM TREE REPAIR WORK FOR DAMAGE INCURRED BY NEW CONSTRUCTION. .3' I'I uLoi MN. (TYP) 14. CONTRACTOR SHALL PROVIDE TEMPORARY IRRIGATION SYSTEM FOR RELOCATED TREES. SOIL BEN V (TYP.) _ 15. CONTRACTOR SHALL PROTECT EXISTING VEGETATION TO REMAIN AS SHOWN ON DRAWINGS OR BY MEANS APPROVED BY THE OWNER'S REPRESENTATIVE. COMPACTED Si1MADE �. 16 THE CONTRACTOR SHALL BEAR ALL COSTS OF TESTING OF SOILS, AMENDMENTS, ETC. I_OTE ;� 1=1; I I-1 ''';` .-� �i=� ASSOCIATED WITH THE WORK. SEE SPECIFICATIONS FOR ADDITIONAL TESTING REQUIREMENTS. 1.)ARBOR TIE (STAPLING CMPONENTS i I-III=III 711 i • : ,'•'' " T- I I 1 �� ANO � 17. CONTRACTOR SHALL CONTACT THE PROJECT LANDSCAPE ARCHITECT PRIOR TO PLANT MATERIAL MANUFACTURE BY STAKING '=1 I 1= `• ;' 111--I i- I; ": � Y 11I-! ,_ SYSTEMS INC. OR APPROVED EQUAL>) -1 I 1 i 1 Iii I I=� I I=11(=f I I } "'`'. ill �I AS �tUrir.0 INSTALLATION SO THAT HE MAY FIELD -ADJUST LOCATION OF PLANT MATERIAL PRIOR TO 2.)CONTRACTOR SHALL tI' EI I III I �_I I jI`I-I i 1I 1 I INITIATING INSTALLATION FOR THE REVIEW AND APPROVAL OF THE OWNER'S REPRESENTATIVE, ASSURE PERCOLATION II._! ,-II-I I I_I i 1-I I I. I II, OF ALL PLANTING PITS �I � 11 � III I i I I � 11 � � � 18. ALL PLANT MATERIAL SHALL BE IN FULL AND STRICT ACCORDANCE WITH FLORIDA NO. 1 GRADE, PRIOR TO INSTALLATION TO THE GRADES AND STANDARDS FOR NURSERY PLANTS 11 PUBLISHED BY THE TREE T = 2X ROOTBALL GENERAL NOTES LANDSCAPE NOTES ACCORDING FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. TIDE CONTRACTOR SHALL BECOME FAMILIAR WITH TIME PROJECT SITE PRIOR TO BIDDING THE WORK. 1. THE CONTRACTOR SHALL REVIEW PLANS TO BECOME THOROUGHLY FAMILIAR WITH SURFACE NOTES °IME CONTRACTOR SMALL FIELD VERIFY ALL EXISTING CONDITIONS AND LOCATION OF PROPOSED AND SUBSURFACE UTILITIES, SPECIFIED. ALL TREES SHALL HAVE A 3" THICK, 24" RADIUS (FROM THE TRUNK) MULCH RING IMPROVEMENTS PRIOR TO INITIATING ANY CONSTRUCTION, LOCATION OF ALL UTILITIES AND BASE PLACED AROUND THE BASE OF THE TRUNK. m INFORMATION IS APPROXIMATE. CONTRACTOR SHALL VERIFY ALL UNDERGROUND UTILITIES AND 2. THE PLANT QUANTITIES SHOWN ON THE LANDSCAPE CONTRACT DOCUMENTS ARE FOR THE TO BE RELOCATED TO NEW !ate I mUCTIONS PRIOR TO INITIATING WORK. CONTRACTOR SMALL BE RESPONSIBLE FOR REPAIR OR CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL LOCATION AS SHOWN REPLACEMENT OF ANY DAMAGE TO EXISTING ELEMENTS ABOVE OR BELOW GROUND TO ITS ORIGINAL QUANTITIES AND REPORTING ANY DISCREPANCIES FOR CLARIFICATION PRIOR TO CONTRACT PLANTS ARE DELINEATED. CMITION AND TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE. THE OWNER'S AWARD AND COMMENCEMENT OF WORK. PALM HEIGHTS, AS INDICATED ON THE PLANS, REFER TO CLEAR TRUNK (C.T.), GRAY WOOD (G.W.), REPRESENTATIVE SHALL HAVE THE RIGHT, AT ANY STAGE OF THE OPERATIONS, TO REJECT ANY AND OR OVERALL HEIGHT (O.A.) AS SPECIFIED ON THE PLANT LIST. CONTRACTOR SHALL COORDINATE ALL WORK AND MATERIAL WHICH, IN HIS OPINION, DO NOT MEET WITH THE REQUIREMENTS OF THESE 3. ALL INSTALLATION OF PLANT MATERIAL SHALL COMPLY WITH APPLICABLE JURISDICTIONAL ALL PLANTING WORK WITH IRRIGATION WORK. PLANS AND SPECIFICATIONS. ALL GRADES, DIMENSIONS, AND EXISTING CONDITIONS SHALL BE CODES. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS ASSOCIATED WITH CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HAND WATERING AS REQUIRED TO SUPPLEMENT VERIFIED BY THE CONTRACTOR ON-SITE BEFORE CONSTRUCTION BEGINS. ANY DISCREPANCIES PREASSEMBLED PALM SAVER THIS WORK. IRRIGATION WATERING AND RAINFALL. SMALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. CONTRACTOR SHALL COLLAR BY STAKING SYSTEM VERIFY ALL DIMENSIONS AND CONDITIONS ON THE JOB SITE PRIOR TO START OF CONSTRUCTION 4. PRIOR TO PLANTING INSTALLATION, THE CONTRACTOR SHALL CONFIRM THE AVAILABILITY OF ALL CONTRACTOR SHALL BE RESPONSIBLE FOR HAND WATERING IN ALL PLANTING AREAS, AMD/OR FABRICATION. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY VARIATIONS THE SPECIFIED PLANT MATERIALS, SUBMIT DATED PHOTOGRAPHS OF TREE MATERIAL AND REGARDLESS OF THE STATUS OF EXISTING OR PROPOSED IRRIGATION. FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS. REPORT ANY 3 EACH 2" X 4" PAINT BROWN SPECIMEN PLANT MATERIAL TO THE OWNER'S REPRESENTATIVE FOR REVIEW. _ CONTRACTOR SHALL REGRADE ALL AREAS DISTURBED BY PLANT REMOVAL, RELOCATION, DISCREPANCIES BETWEEN THE CONSTRUCTION DRAWINGS AND FIELD CONDITIONS TO THE OWNER'S 20 GAL. TREEGATOR/ WATER AND/OR INSTALLATION WORK. REPRESENTATIVE. 5. ALL PLANT MATERIAL SIZES SPECIFIED ARE MINIMUM SIZES. CONTAINER SIZE SHALL BE 30" o.c. ANGLES TO THE TREE OR SE"�RU$ OR IN THE POSITION25. INCREASED IF NECESSARY TO PROVIDE OVERALL PLANT SIZE SPECIFIED. 30" O.C. TKE CONTRACTOR SMALL PROVIDE ALL NECESSARY SAFETY MEASURES DURING CONSTRUCTION 3" MULCH MIN. (TYP) WOIIRIAL OPERATIONS TO PROTECT THE PUBLIC ACCORDING TO ALL APPLICABLE CODES AND RECOGNIZED 6. IF PLANT MATERIAL DOES NOT COMPLY WITH THE REQUIREMENTS AS SPECIFIED HEREIN, THE LOCAL PRACTICES. TIME CONTRACTOR SHALL COORDI14ATE ACCESS AND STAGING AREAS WITH THE BROWN OWNER'S REPRESENTATIVE RESERVES THE RIGHT TO REJECT SUCH PLANTS AND REQUIRE THE 30" o.c. OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING EROSION ANt? SOIL BERM 6" (TYP.) CONTRACTOR TO REPLACE REJECTED WORK AND CONTINUE SPECIFIED MAINTENANCE UNTIL UNTIL THE DATE OF SUBSTANTIAL COMPLETION. MAINTENANCE INCLUDES WATERING, PRUNING, SEDIMENTATION CONTROL MEASURES DURING CONSTRUCTION, PROVIDE ADDITIONAL MEASURES AS REINSPECTED AND FOUND TO BE ACCEPTABLE. WEEDING, MULCHING, REPLACEMENTS OF SICK OR DEAD PLANTS, AND ANY OTHER CARE NECESSARY TO MINIMIZE ADVERSE IMPACTS IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, SOD AREAS AS AND LOCAL CODES. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN CONSENT OF THE 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR STABILITY AND PLUMB CONDITION OF ALL TREES SHOWN ON PLANS OWNER'S REPRESENTATIVE. DURING THE COURSE OF THIS WORK, EXCESS WASTE MATERIAL. SHALL AND SHRUBS, AND SHALL BE LEGALLY LIABLE FOR ANY DAMAGE CAUSED BY INSTABILITY OF ANY - BE REMOVER DAILY FROM THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING PLANT MATERIALS. STAKING OF TREES OR SHRUBS SHALL BE DONE IN ACCORDANCE WITH AND COORDINATION OF WORK WITH OTHER TRADES AND THE OWNER'S REPRESENTATIVE. THE PLANS AND SPECIFICATIONS. CONTRACTOR SHALL NOTIFY ALL NECESSARY UTILITY COMPANIES 48 HRS MINIMUM PRIOR TO DIGGING FOR FIELD VERIFICATION OF ALL UNDERGROUND UTILITIES. ALL EXISTING SITE ROADS, 8. THE CONTRACTOR SHALL INSURE ADEQUATE VERTICAL DRAINAGE IN ALL PLANT BEDS AND PARKING LOTS, CURBS, UTILITIES, SEWERS, AND OTHER ELEMENTS TO REMAIN SHALL BE FULLY PLANTERS. IF INADEQUATE VERTICAL DRAINAGE IS ENCOUNTERED, THE CONTRACTOR SHALL PROTECTED FROM ANY DAMAGE UNLESS OTHERWISE NOTED. SUBMIT RECOMMENDATIONS FOR PROVIDING ADEQUATE DRAINAGE TO THE OWNER'S MINI PINE BARK NUGGETS, 1"MAXIMUM SIZE 3" MIN. DEPTH (TYP.) SOIL BERM TO HOLD WATER, 6" TYP. FINISH GRADE, SEE GRADING PLAN I 12" MIN. DEPTH OF PLANTING SOIL FOR GROUNDCOVER BED PREPARE PLANTING SOIL AS SPEC'D. WHEN GROUND & SHRUBS ARE USED IN MASS, ENTIRE BED TO BE EXCAVATED TO RECEIVE PLTG, SOIL & PLANT MATERIAL, AS SPEC'D. SHRUB AND GROUNDCOVER PLANTING DETAIL NTS ALL SHRUBS/GROUNDCOVER TO BE TRIANGULAR SPACING. SEE PLANT LIST FOR (O.C.) SPACING. J 118" MIN. SETBACK FOR SHRUBS 12" MIN. SETBACK FOR GROUNDCOVERS CURB / EDGE OF PAVEMENT / BED LINE NOTE: 1. THE PERIMETER OF ALL CURVED PLANTING BEDS SHALL BE PLANTED WITH A ROW OF SHRUBS AS SHOWN IN THE PLANS AND AT THE SPACING SHOWN IN THE PLANT LIST. INTERIOR PORTIONS OF EACH BED SHALL BE PLANTED AT APPROPRIATE SPACING ACCORDING TO THIS PLANT SPACING DETAIL. PLANT SPACING DETAIL NTS REPRESENTATIVE. 9. PEG SPECIFIED SOD ON SLOPES GREATER THAN 3:1. 10. THE CONTRACTOR SHALL ENGAGE A QUALIFIED TREE SURGEON WHO HAS SUCCESSFULLY ;� II COMPLETED TREE PROTECTION AND TREE TRIMMING WITH FIVE YEARS OR MORE EXPERIENCE, TO PERFORM THE FOLLOWING WORK: U T ARE TO REMAIN IF REQUIRED, AS DIRECTED BY OWNER'S I i � FR M PEES THAT Q I i } �I � �I ®® � GAL tREEGATOt/ 11. REMOVE BRANCHES 0 , 120° 120° z D @ ® WATER REARM REPRESENTATIVE. PLAN VIEW OF STAKING HAND 'NON-SUPKNOT 12. PERFORM INITIAL PRUNING OF BRANCHES AND STIMULATION OF ROOT GROWTH WHERE REMOVED TO ACCOMMODATE NEW CONSTRUCTION. SET TOP O ROOT BALL LEM 2" ABOW FRS'Pi (RADE 13. PERFORM TREE REPAIR WORK FOR DAMAGE INCURRED BY NEW CONSTRUCTION. .3' I'I uLoi MN. (TYP) 14. CONTRACTOR SHALL PROVIDE TEMPORARY IRRIGATION SYSTEM FOR RELOCATED TREES. SOIL BEN V (TYP.) _ 15. CONTRACTOR SHALL PROTECT EXISTING VEGETATION TO REMAIN AS SHOWN ON DRAWINGS OR BY MEANS APPROVED BY THE OWNER'S REPRESENTATIVE. COMPACTED Si1MADE �. 16 THE CONTRACTOR SHALL BEAR ALL COSTS OF TESTING OF SOILS, AMENDMENTS, ETC. I_OTE ;� 1=1; I I-1 ''';` .-� �i=� ASSOCIATED WITH THE WORK. SEE SPECIFICATIONS FOR ADDITIONAL TESTING REQUIREMENTS. 1.)ARBOR TIE (STAPLING CMPONENTS i I-III=III 711 i • : ,'•'' " T- I I 1 �� ANO � 17. CONTRACTOR SHALL CONTACT THE PROJECT LANDSCAPE ARCHITECT PRIOR TO PLANT MATERIAL MANUFACTURE BY STAKING '=1 I 1= `• ;' 111--I i- I; ": � Y 11I-! ,_ SYSTEMS INC. OR APPROVED EQUAL>) -1 I 1 i 1 Iii I I=� I I=11(=f I I } "'`'. ill �I AS �tUrir.0 INSTALLATION SO THAT HE MAY FIELD -ADJUST LOCATION OF PLANT MATERIAL PRIOR TO 2.)CONTRACTOR SHALL tI' EI I III I �_I I jI`I-I i 1I 1 I INITIATING INSTALLATION FOR THE REVIEW AND APPROVAL OF THE OWNER'S REPRESENTATIVE, ASSURE PERCOLATION II._! ,-II-I I I_I i 1-I I I. I II, OF ALL PLANTING PITS �I � 11 � III I i I I � 11 � � � 18. ALL PLANT MATERIAL SHALL BE IN FULL AND STRICT ACCORDANCE WITH FLORIDA NO. 1 GRADE, PRIOR TO INSTALLATION TO THE GRADES AND STANDARDS FOR NURSERY PLANTS 11 PUBLISHED BY THE TREE T = 2X ROOTBALL ACCORDING FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. TREE PLANTING DETAIL 19. ALL PLANTING BEDS SHALL BE TOP -DRESSED WITH A 3" LAYER OF MINI PINE BARK MULCH AS SPECIFIED. ALL TREES SHALL HAVE A 3" THICK, 24" RADIUS (FROM THE TRUNK) MULCH RING NTS PLACED AROUND THE BASE OF THE TRUNK. m 20. SHRUB AND GROUND COVER BED QUANTITIES ARE INDICATED ON THE PLANT LIST. PLANT ACCENT SHRUBS AND TREES AS SHOWN ON THE LANDSCAPE PLANTING PLANS WHEN INDIVIDUAL PLANTS ARE DELINEATED. 21. PALM HEIGHTS, AS INDICATED ON THE PLANS, REFER TO CLEAR TRUNK (C.T.), GRAY WOOD (G.W.), OR OVERALL HEIGHT (O.A.) AS SPECIFIED ON THE PLANT LIST. CONTRACTOR SHALL COORDINATE ALL PLANTING WORK WITH IRRIGATION WORK. 22. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HAND WATERING AS REQUIRED TO SUPPLEMENT 1. CABBAGE PALMS ONLY SHALL BE HURRICANE CUTTO REMOVE ALL FRONDS. CUT THE LEADER OR CENTRAL PREASSEMBLED PALM SAVER IRRIGATION WATERING AND RAINFALL. COLLAR BY STAKING SYSTEM BUD BACK, LEAVING ONLY SECTIONS OF THE FRONDS (OR APPROVED EQUAL) 23. CONTRACTOR SHALL BE RESPONSIBLE FOR HAND WATERING IN ALL PLANTING AREAS, CLOSE TO THE PALM NUT. REGARDLESS OF THE STATUS OF EXISTING OR PROPOSED IRRIGATION. 2. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLeATtON. 3 EACH 2" X 4" PAINT BROWN 24, _ CONTRACTOR SHALL REGRADE ALL AREAS DISTURBED BY PLANT REMOVAL, RELOCATION, 3. FINAL TREE STAKING TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. 20 GAL. TREEGATOR/ WATER AND/OR INSTALLATION WORK. 4. SOIL BERMS ARE TO BE CONSTRUCTED AT RIGHT RESERVOIR CONTRACTOR SHALL REPLACE (BY EQUAL SIZE AND QUALITY) ANY AND ALL EXISTING PLANT ANGLES TO THE TREE OR SE"�RU$ OR IN THE POSITION25. DISTURBED OR DAMAGED BY PLANT REMOVAL, RELOCATION, AND/OR INSTALLATION WHICH WILL MOST EFFECTIVELY SERVE THIS o 3" MULCH MIN. (TYP) WOIIRIAL PURPOSE OF RETAINING WATER AT THE BASE OF 3 - 2'X4" STAKE (TYP.) PAINT THEPLANT. BROWN 26. MAINTENANCE SHALL BEGIN AFTER EACH PLANT HAS BEEN INSTALLED AND SHALL CONTINUE SOIL BERM 6" (TYP.) UNTIL THE DATE OF SUBSTANTIAL COMPLETION. MAINTENANCE INCLUDES WATERING, PRUNING, FINISH GRAD r WEEDING, MULCHING, REPLACEMENTS OF SICK OR DEAD PLANTS, AND ANY OTHER CARE NECESSARY FOR THE PROPER GROWTH OF THE PLANT MATERIAL. 1 2 INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LINESAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813) 889-3982 CERTIFICATE OF AUTHORIZATION NUMBER 28861 Designer: Checked by. 1',110 MK Technician: Baker Prof. No.: AF 139975 Engineer or Architect of Record O'O'o 8 :0 STAfE OF s14NAL ""X7 � III MICHAEL D. COPPAGE FL P.E. NO 73428 Notes: REFER TO SHEET C4.1 FOR LEGEND REVISIONS Description Project Name: Date By CONSTRUCT HANGAR C ' 27. UPON COMPLETION OF ALL LANDSCAPING, AN INSPECTION FOR SUBSTANTIAL CONIPLETI I-1 I=I - �► 1 I=1 11= Q Drawing Name: =III=I 11�; III=I THE WORK SHALL BE HELD. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE 00 PREPARED PLANTING SOIL AS FOR SCHEDULING THE INSPECTION AT LEAST SEVEN (7) DAYS PRIOR TO THE ANTICIPATED >=''�' I SPECIFIED INSPECTION DATE. ► I 1=(I I_ I_I ; I_, IF 28. CONTRACTOR SHALL SUBMIT WRITTEN GUARANTEE OF SURVIVABILITY OF ALL PLANT MATERIAL ' 2�' I RQQTB•ALL FOR A PERIOD OF ONE YEAR FROM DATE OF SUBSTANTIAL COMPLETION. 29. THE CONTRACTOR SHALL REPLACE ANY DISTURBED SOD AREAS AND SOD ALL DISTURBED AREAS PALM PLANTING DETAIL WITH A TYPE TO MATCH THE EXISTING AREAS DISTURBED. NTS 30. IRRIGATION SYSTEM TO MEET ALL CITY OF SEBASTIAN, INDIAN RIVER COUNTY, AND STATE OF FLORIDA REQUIREMENTS AND STANDARDS FOR FLORIDA FRIENDLY STANDARDS. 31. MINIMUM 50% OF ALL PLANTED MATERIAL TO BE NATIVE. 3 4 5 LANDSCAPE DETAILS AND NOTES FOOT Project No.: 425750-1-94-01 Date: FEBRUARY 2016 Scale: AS SHOWN FAA A.I.P. Project No.: Issue: BIDDING Drawing Number. 2 ---------------.- -- ----------------------------------------------------------------- ------------ -- . ...... ............... ....... ... ...... . ...... ............................. TOFA TOFA TO FA TOFA 0 ♦ Nwv ­1W ..... . . . . . . . e_ 7- .................... ................. ... .......... ­­ ...................... ....................................... ... ......................... : ............. ... ....................................... ... ...................................... ... ... I ...... I ............................ ... .................... •'.. • • .'. • I........ ................ ... ..................... ... . ....................................... .............................. ... • . .• .........• ........ I ........... I ....... . ...................................... ....................... ...................... ...................... ** ............ I .............. ...... .......... ............. ............. ................... I ............. ..................... ... ...' ...... .............. — —• •.............. ........... . ............. .... . ............. ...... ............. ZV ........... . . ........... < . . . . Q0 .......... J . . ........ ............. ...................... ........ ... I ......... .. ............. ......... ............. ......... ............. _' ..... ----------- ............. ...... . ........ .............. . ............ ..... ............. ....... ...... ........ ............ .... ....... ...... ........ ....................... ............... I ........ ........................ ....................... .................. ....................... .................. ............. ... ......................... ­­ .............. ... ............... ­­"' ................... ....................... ........... * ......... ........................ ... ALL 61-0 ............................ ............................ ............................. I ........................... ............................ ............................ ............................. ........................... ............. ..................... . ......................... ....................... APPROXIMATE IRRIGATION WELL LOCATION TO FA BENCHMARK MAC NAIL AND DISK N 1265038.81 0 E 820037.247 ELEV. = 20.49 TOFA TOFA TOFA TOFA' M I, 5 41 LEGEND BAHIA GRASS GROUND COVER ASPHALT PAVEMENT BUILDING CONCRETE AREA RED MAPLE TREE LIVE OAK TREE (INCLUDES NEW AND RELOCATED EXISTING) SABAL PALM TREE SWEET VIBURNUM 24" MIN. AT PLANTING PLANNED AT 2411 O.C. ZONE 1 ZONE 2 ZONE 3 T UGT IRRIGATION SLEEVE r-------- 'v gk ik 149 nay.RB M .. it 1111H It OWN Sal EW, t it % 3 ' O-r- �R PIN —BENCHMARK MAG NAIL AND DISK N 1264813.902 E 8220040.109 EL EV. 2 0. 72 . ............. Xi It N " 4" DIA. SLEEVE FOR IRRIGATION a Wit,PIPING AND CONTROL WIRING, TYt. P. It N N -e 0 Of t ;0 II AS -BUILT CATCH BASIN 'A .41 I RIM EL. 19.55 It 'OF INV. EL. 16.30 ------ FORCL'MAIN UE it ADJUST TO 61 OFF EOP UE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 7 --------------------------------- INN — — — — — — — — — — — — — — — — — — — — — -- 7 /--------------- / AS—BUIL T SAN. LATERAL I I` dz�00I INV. EL. 16.98 It E`to IC'rC MAINTAIN CLEARANCE FROM FIRE HYDRANT. SEE UTILITY PLANS. -------------------------------------------------------------------- ------------------------------------------ ADJUST TO --- ------------------------------------------------------------------------------------------------- 5' OFF EDP UE UE AS -BUIL r- CATCH BASIN �_AS-BUILT ELECTRICAL LOOP M/ EL. 19.54 3-2" PVC APPROX. \N W W W W 36"-42" BELOW W GRADE VY 0- 20 40 80 SCALE IN FEET z—AS -BUILT SAN. LATERAL S) -BUILT 90' BENL_)__z1 INV EL. 17.20 A EL. 15.48 AS -BUILT SAN. LATERAL INV. EL. 17.20 AS -BUILT CATCH BASIN INV. EL, 16,50 UE UE 2 3 4 5 \N 4 MUMC"AL AIRPORT S&BASTMP FWRWA mmo I INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LINEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813) 889-3982 CERTIFICATE OF AUTHORIZATION NUMBER 28861 Designer: Checked by. MC MK Technician: Baker Prol. No.: AF 139975 Engineer or Architect of Record A on ri-M] MICHAEL D. COPPAGE FL P.E. NO 73428 Notes: REVISIONS No. Description Date By t Project Name: CONSTRUCT HANGAR C < Drawing Name: IRRIGATION PLAN FDOT Project No.: 425750-1-94-01 Date: FEBRUARY 2016 Scale: AS SHOWN FAA A.I.P. Project No.: Issue* BIDDING Drawing Number: C7.1 7 U C0 L c0 1 SPRINKLER HEAD 1/2" FLEX PIPE LATERAL LINE FINISH GRADE 1/2" ELBOW (1) 1/2" SBE 050 TURF HEAD POPUP NTS VALVE BOX LID 7 I WATER PROOF CONNECTION JUMBO VALVE BOX LID TOP OF MULCH FINISHED GRADE k ...__ CONTROL ZONE KIT: �r�opO�`�°�'w0J PIZ10-�� PVC LATERAL / ;� j PVC SCH 40 MALE ADAPTER ---- PVC SCH 80 UNION FOR SERVICING ASSEMBLY PVC SCH 80 NIPPLE, CLOSE PVC MAINLINE • 3 -INCH MINIMUM DEPTH OF LANDSCAPE DRIPLINE ON GRADE 3/4 -INCH WASHED GRAVEL. NTS NOTE: COMPACT SOIL AROUND GATE VALVE PIT ASSEMBLY TO SAME DENSITY AS UNDISTURBED ADJACENT SOIL. DOMESTIC GATE VALVE RUBBER RING "I FINISH GRADE 10" CORRUGATED PIPE (LENGTH AS REQUIRED) TION NUT —VALVE BOX 1/2"-3/4" CRUSHED STONE ISOLATION VALVE NTS 10" VALVE BOX 121, 1 �' 6 i�' ik " QUICK COUPLING VALVE FINISH GRADE (AS SPECIFIED IN LEGEND) �\\ (1) SCH. 80 ELL (90 ) (1) SCH. 80 NIPPLE (3" LENGTH) SCH. 80 NIPPLE GALVANIZED NIPPLE (12" LENGTH) (3" LENGTH) ,y �F 1/2"-3/4" CRUSHED STONE 1 L (1) SCH. 80 ELL (90 ) WALL /_ PAVING SECTION VIEW CONTRACTOR TO COMPLY WITH ALL LOCAL CODES AND ORDINANCES IN REFERENCE TO THE INSTALLATION OF PVC PIPING AND LOW VOLTAGE WIRING. 11 f MAIN SUPPLY, LATERAL VAN LATERAL LOW -VOLTAGE 120 VOLT AND LOW -VOLTAGE WIRING SUPPLY LIKE WIRING WIRING 011 IV n10ORT8 �18 } TRACKING WRING LATERAL i 9<J ?i n� tetAitN LINE r» �� ALL 120 VOLT WTRTNG IN ' IN ACCORDANCE WITH INSTALLATION NOTES: LOCAL CODE. 1. ATL MA1N LINE 70 BE INSTALLED AND TESTED TO WANUFACTURER'S INSTALLATION INSTRUCTIONS WHICH SMALL BE A PART OF THE INSTALLATION SPECIFICATIONS. ,n' - � - ,� �� . y i•"" 2. ALL TRENCH DEPTH AND 141DTH SHALL BE AS SHOYN ON THE IRRIGATION PLANS. r - - _ W_.;:.. -THE 3. ERVICE OHE AF THEMANUFACTURER'S LCONTRACTOR SMALL QUAFlED INSTRUCTOR. �i TIE A LOOSE 20' LCCP lid S " ALL WN SUPPLY LINES . . WIRING AT ALL CHANGES OF TO BE INSTALLED IN DIRECTION GREATER T71M 30 NO TE: TAPE AND BUNDL✓= ACCORDANCE WITH UNTIE ALL LOOPS AFTER ALL 1. DIRECTIONAL SUPPLY LINES 4" IN DIAMETER AND LARGER TUBING OR WRIM MANUFACTURER'S MMAL— CONNECTIONS HAVE BEEN SHALL RECEIVE DUCTILE IRON FITTINGS AND RESTRAINTS. AT 20' INTERVXS. LAI ' TPr.6iro. iv;Va. COMPLETED. 1. SUPPLY LINES 3" IN DIAMETER AND LARGER SHALL RECEIVE CONCRETE THRUST BLOCKS, 2. A MINIMUM OF 6" OF CONCRETE SHALL BE POURED SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH SCHEDULE 40 PVC ON VIRGIN OR COMPACTED SOIL BENEATH EACH 2 TIMES THE DIAMETER OF THE PIPE WITHIN. INSTALLATION PIPE AND WIRE TRENCHING CONCRETE THRUST BLOCKS NTS NTS TOP OF MULCH 64NCH ROUND VALVE BOX: AIR RELIEF VALVE KIT: COMPRESSION ADAPTER t. I COMPRESSION FITTINGS f INISH GRADE 4" MIN. VIIN. BEDDING AND COMPACTION AS PER ENGTfq�ER'S SPECIFICATIONS Nod s:- 1. ALL PVC IRRIGATION S4El"'M TO BE SCYI 40. 2. ALL JOINTS TO BE sOLVENT vVEL-ICED AND WATERTIGHT. 3. WHERE THERE IS MORE THAN ONE SLEEVE, EXTEND SMALLER SLEEVE TO 24" MIN. ABOVE FINISH GRADE. 4. MECHANICALLY TAMP TO 95% MCDTMD PROCTOR. 5. INSTALLER OF MEVES SKALL. BE RESPONSIBLE TO LOCATE SLEEVES IF NOT rrtvr,tmLY INSTALLED. IRRIGATION SLEEVING ■ NTS 2 LEAD WILES TO CONTR=ER MAINLINE (1) SCH. 80 NIPPLE (3" LENGTH) QUICK COUPLING VALVE Nom: NTS MOUNT RAIN SENSOR ON ANY SURFACE WHERE IT WILL BE EXPOSED TO UNOBSTRUCTED RAINFALL, BUT NOT IN THE PATH OF SPRINKLER SPRAY. RAIN SENSOR DETAIL NTS CONTRACTOR TO INSTALL FINISH PLASTIC VALVE ID TAG GRADE STEP 1 NOTE FOR WIRE SIZES #14, #12 AND #10. _N STRIP WIRES APPROXIMATELY 1/2" FROM ENDS RECTANGULAR VALVE BOX WITH LATCHING COVER K RAIN 7215 1 ` STEP 2 AND TWIST ENDS TOGETHER. ELECTRIC REMOTECONTM �� �••• SCH. 80 NIPPLE VALVE `` BAL PVC >• T.O.E.` SCH. 80 NIPPLE T.O.E. STEP 3 PUSH WIRE NUT QST WERE NUT ONTO WIRE ENDS, SCH. 80 UNION SCH. 80 INTO CONNECTOR ELL PAST TABS. CLASS 200 �� ° '� ;� STEP 4 STS EU LATERAL LINE SCH. 80 STRAP TOP TO CORRUGATED PVC + '. 10" PIPE CONNECTOR. 3. TABS L MAINLINE 1/2"-3/4" CRUSHED STONE ELECTRIC VALVES WIRE CONNECTION DETAIL NTS NTS AIR RELIEF VALVE NTS LANDSCAPE DRIPLINE TUBING: 3 -INCH MINIMUM DEPTH OF 3/4 -INCH WASHED GRAVEL PVC SCH 40 TEE OR E 0 PVC LATERAL PIPE J — COMPRESSION ADAPTER COMPRESSION COUPLING fes- LANDSCAPE DRIPLINE TUBING `I 3 n r V �I -i� COMPRESSION COUPLNG 9 Jf COMPRESSION FLUSH CAP COMPRESSION TEE TOP OF MULCH ` LANDSCAPE DRIPLINE TUBING TIE DOWN STAKE FINISH GRADE LANDSCAPE DRIP LINE ON—GRADE tips NTS li AT END OF EVERY LOW VOLUME L) DRIPLINE LATERALS O.C. TYPICAL LATERAL PIPE (SIZE AS SHOWN PLAN) DSCAPE DRIPLINE TUBING UM RELIEF VALVE: IT HIGH POINT OF EACH ZONE qDSCAPE DRIP SYSTEMS) ONTROL ZONE KIT MAINLINE PIPE FADER PVC PR 200 WITH COMPRESSION FITTINGS: LANDSCAPE DRIP TUBING LAYOUT NTS 2 3 4 5 M Nx N 3'p;4,�'/moi f' OFR. :W= 1 QS� fC OR ON�A MICHAEL D. COPPAGE FL P.E. NO 73428 Nates: REVISIONS No. Description Date By Project Name: CONSTRUCT HANGAR C Drawing Name: IRRUGATION DETAILS FDOT Project No.: FAA A.I.P. Project No.: 425754-1-94-01 - Date: Issue: FEBRUARY 2016 BIDDING Scale: Drawing Number: AS SHOWN C7.2 9 7 EI .■ 54 1 PART 1 - GENERAL 1.1 DESCRIPTION OF WORK AND SUMMARY A. PROVIDE A COMPLETE AUTOMATIC LANDSCAPE IRRIGATION SYSTEM WHICH SHALL OPERATE IN AN EFFICIENT AND SATISFACTORY MANNER AS SPECIFIED HEREIN AND APPROVED BY THE ENGINEER. THE SPECIFICA77ONS AND DRAWINGS DO NOT DESCRIBE AND SHOW EVERY ITEM IN DETAIL, HOWEVER, THE CONTRACTOR SHALL PROVIDE ALL WORK AND MATERIALS FOR A COMPLETE IRRIGATION SYSTEM INCLUDING CONNECTION TO IRRIGATION WELL, TRENCHING AND BACKFIL.UNG FOR ALL PIPES, VALVES AND DRAIN PITS, PROVIDING ALL MAINS, LATERALS, RISERS, FITTINGS, SPRINKLER HEADS, VALVES, CONTROLLERS, ELECTRIC WIRING, CONCRETE PADS, AND ALL NECESSARY SPECIALTIES AND ACCESSORIES. THE CONTRACTOR SHALL ALSO PROVIDE A WORKING SYSTEM INCLUDING REMOVAL AND RESTORATION OF AN EXISTING SYSTEM WITH IMPROVEMENTS AS NECESSARY. B. PROVIDING ALL SLEEVES BENEATH WALKWAYS, ROADS AND DRIVEWAYS WHERE REQUIRED. C. REGULATING AND ADJUSTING ALL SPRINKLER HEADS, TIMED SEQUENCE CONTROL DEVICES, SECTIONAL VALVES AND RAIN OVERRIDER. D. TESTING OF SYSTEM. E. ALL WORK SPECIFIED IN THIS SECTION SHALL BE PERFORMED BY A QUALIFIED LICENSED IRRIGATION CONTRACTOR. F. THE IRRIGATION CONTRACTOR SHALL ALERT THE LANDSCAPE CONTRACTOR OF ALL LINES AND HEAD LOCATIONS. THE LANDSCAPE CONTRACTOR SHALL USE DUE CAUTION SO THE IRRIGATION SYSTEM IS NOT DAMAGED DURING LANDSCAPE INSTALL.A770N. G. THE CONTRACTOR SHALL HIRE ALL REQUIRED DESIGN PROFESSIONALS, DESIGN, OBTAIN AND PAY FEES FOR ALL PERMITS NECESSARY FOR INSTALLATION, AND CONSTRUCT THE SYSTEM. 1.2 QUALITY ASSURANCE A. MANUFACTURER QUALIFICATIONS: PROVIDE UNDERGROUND IRRIGATION SYSTEM AS A COMPLETE UNIT PRODUCED BY A SINGLE ACCEPTABLE MANUFACTURER, OF COMMERCIAL GRADE, AND INCLUDING HEADS, VALVES, CONTROLS, AND ACCESSORIES B. LANDSCAPE IRRIGATION SYSTEM INSTALLAT70N SHALL ONLY BE PERFORMED BY A FIRM THAT IS REGULARLY ENGAGED FULL TIME IN THE INSTALLATION OF UNDERGROUND LANDSCAPE IRRIGA77ON SYSTEMS C. CODES AND STANDARDS. • WORK SHALL COMPLY WITH THE AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) AND NATIONAL ELECTRICAL CODE. D. REQUIREMENTS OF REGULATORY AGENCIES: WORK SHALL COMPLY WITH CODES, ORDINANCES AND REGULATIONS OF ALL GOVERNING AUTHORITIES E. PROTECTION: EXERCISE CAUTION TO AVOID INJURY TO TREES AND SHRUBS. AVOID ROOT ZONES OF EXISTING TREES TO REMAIN. F. ALL LANDSCAPE AREAS WILL BE 1009 IRRIGATED THROUGHOUT THE ESTABLISHMENT PERIOD. 1.3 SUBMITTALS A. CERTIFICATE OF QUALIFICATION. PRIOR TO BID ACCEPTANCE, SUBMIT CERTIFICATION OF INSTALLER'S EXPERIENCE IDENRIFYING A MINIMUM OF FOUR (4) PREVIOUS PROJECTS WITH NAMES OF OWNERS AND LANDSCAPE ARCHITECTS TO OWNER FOR APPROVAL B. PRODUCT DATA. PRIOR TO THE INSTALLA77ON OF IRRIGATION MATERIALS OR EQUIPMENT, SUBMIT FOR APPROVAL COMPLETE COPIES OF MANUFACTURER'S TECHNICAL DATA. DATA SHALL BE MARKED TO SHOW EXACT EQUIPMENT AND MODEL NUMBERS C. CHANGES AND DEVIATIONS FROM THE ORIGINAL DRAWINGS OR SPECIFICATIONS SHALL BE SUBMITTED IN WRITING FOR APPROVAL PRIOR TO INSTALLATION. IN NO CASE SHALL ANY UNSPECIFIED EQUIPMENT OR MATERIALS BE INSTALLED WITHOUT PRIOR APPROVAL BY THE ENGINEER. D. OPERATING AND MAINTENANCE MANUAL: A MINIMUM OF 1 WEEK PRIOR TO THE FINAL INSPECTION, SUBMIT TWO COPIES OF TYPED, STEP-BY-STEP INSTRUCTIONS FOR THE TOTAL OPERATION AND MAINTENANCE OF THE SYSTEM FOR A 12 -MONTH PERIOD. EACH MANUAL SHALL BE BOUND IN A THREE-RING BINDER OF THE SAME COLOR, SHALL INCLUDE A PARTS LIST COVERING EACH PIECE OF OPERATING EQUIPMENT, RECOMMENDED LENGTH OF OPERATION AND TIME INTERVALS FOR EACH ZONE AND SHALL BE INDEXED. E. RECORD DRAWINGS: SUBMIT RECORD DRAWINGS FOR THE UNDERGROUND IRRIGATION SYSTEM INCLUDING PLAN LAYOUT ILLUSTRATING LOCATION OF TYPE OF HEADS, VALVES, PIPING, CIRCUIT CONTROLS AND ACCESSORIES 1. INDICATE LOCATIONS, SIZES AND KINDS OF EQUIPMENT INSTALLED. 2. MAKE ENTRIES ON RECORD DRAWINGS DAILY. SHOW LOCA77ONS OF INSTALLED WORK. DRAWINGS SHALL BE AVAILABLE AT ALL TIMES FOR INSPECTION. 3. BEFORE FINAL INSPECTION, TRANSFER ALL INFORMATION TO RECORD DRAWINGS AS INDICATED IN THE SPECIFICATIONS ALL WORK SHALL BE NEAT AND SUBJECT TO THE APPROVAL OF THE ENGINEER. 4. DIMENSION FROM TWO PERMANENT POINTS OF REFERENCE SUCH AS BUILDING CORNERS, SIDEWALK OR ROAD INTERSECTIONS SHOW LOCATION OF THE FOLLOWING ITEMS: a. CONNECTION TO THE IRRIGATION WELL. b. CONNECTION TO EXISTING ELECTRICAL POWER. c. ANY VALVES, BACKFLOW PREVENTION DEVICES, OR ANY OTHER EQUIPMENT INSTALLED WITH THE SYSTEM. d. ROUTING OF SPRINKLER PRESSURE LINES (DIMENSION MAXIMUM 100 FEET ALONG ROUTING). e. SIGNIFICANT CHANGES IN ROU771VG OF LATERAL LINES FROM THOSE INDICATED ON DRAWINGS. f. SPRINKLER CONTROL VALVES. g. ROUTING OF CONTROL WIRING AND SIZE. F. SUBSTITU7701VS 1. THE CONTR4CTOR SHALL USE MATERIALS AS SPECIFIED ON 77YE IRRIGATION PLAN. MATERIAL OTHER THAN THAT SPECIFIED WILL BE PERMITTED ONLY AFTER WRITTEN APPLICATION BY CONTRACTOR AND WRITTEN APPROVAL TEN (10) DAYS PRIOR TO BID OPENING. 2. SUBSTITUTIONS WILL ONLY BE ALLOWED WITHIN THE BEST INTEREST OF THE OWNER. J. THE INSTALLATION OF ANY APPROVED SUBS77TUTION IS THE CONTRACTOR'S RESPONSIBILITY. ANY CHANGES REQUIRED FOR INSTALLAT70N OF ANY APPROVED SUBS77TUTION MUST BE MADE TO THE S477SFAC77ON OF THE OWNER'S CONSTRUC77ON REPRESENTATIVE AND WITHOUT ADDITIONAL COST TO THE OWNER. G THE CONTRACTOR SHALL PROVIDE IRRIGATION DEMAND, IN GALLONS PER DAY, TO THE OWNER AND THE CITY OF SEBASTIAN PRIOR TO THE CONTRACTOR RECEIVING PERMISSION TO BEGIN CONSTRUCTION OPERATIONS. 1.4 JOB CONDITIONS A. OBSTRUC77ONS BELOW GRADE.• 1. IF OBSTRUCTIONS SUCH AS ROCK OR UNDERGROUND CONSTRUCTION WORK ARE ENCOUNTERED IN ANY IRRIGATION EXCAYA77ON WORK, N077FY OWNER IMMEDIATELY. WHERE LOCA77ONS CANNOT BE CHANGED, THE OBSTRUCTION SHALL 2 I BE REMOVED TO A DEPTH OF NOT LESS THAN 3 FEET BELOW GRADE AT CONTRACTOR'S EXPENSE. 2, THE CONTRACTOR SHALL DETERMINE 7NE AS -BUILT LOCATIONS OF OWNER UNDERGROUND UTILITIES AND N077FY 179E OWNER OF ANY CONFLICT WHICH WILL AFFECT INSTALLATION OF IRRIGAT70N EQUIPMENT: 3. PRIOR TO EXCAVATION, VERIFY IN THE FIELD THE LOCATION AND DEPTH OF ALL NEW AND EXIS77NG U77LI77ES AND TAKE PREO'AUTIONS NOT TO DAMAGE OR DISTURB SUCH UTILITIES. 4. REPAIR TO ORIGINAL CONDITION, NEW AND MS77NG UTILITIES AND OTHER WORK DAMAGED BY CONTRACTOR'S CONSTRUCTION. "EDIATELY NOTIFY THE ENGINEER OF ANY AND ALL DAMAGE. 5. DAMAGES SHALL BE REPAIRED IN A MANIVER APPROVED BY 7`lHE ENGINEER. B. INSPECTION: I. EXAMINE AREAS FOR COND177ONS UNDER WHICH WORK IS TO BE PERFORMED. REPORT IN WRITING TO OWNER ALL CONDITIONS CONTRARY TO THOSE SHOWN ON THE DRAWINGS OR SPECIFIED HEREN AND ALL OTHER CONDITIONS THAT WILL AFFECT SATISFACTORY EXECU77ON OF THIS WORK. DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 2. STARTING WORK CONSTITUTES ACCEPTANCE OF THE CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED. AFTER SUCH ACCEPTANCE, THIS CONTRACTOR SHALL, AT HIS EXPENSE, BE RESPONSIBLE FOR CORREC77NG ALL UNSATISFACTORY AND DEFECTIVE WORK RESUL77NG FROM SUCH UNSATISFACTORY CONDITIONS, J. COORDINATION. a. COORDINATE THE SCHEDULE OF ACTIVITIES WITH THE OWNER'S REPRESENTATIVE PRIOR TO COMMENCING OPERA7701YS. b. COORDINATE IRRIGATION SYSTEM WORK WITH LANDSCAPING WORK. c. SLEEVE UNDER PAVED AREAS WFTHOUT DISTURBING SURFACE OR BASE OF PAVING. 1.5 WATER SOURCE A. WATER SOURCE AND CONNEC77ONS SHALL BE LOCATED ADJACENT TO THE HANGAR I. THE WATER SOURCE SHALL BE AN IRRICA77CN WELL DESIGNED, PERMITTED, AND CONSTRUCTED BY THE CONTRACTOR. THE IRRIGATION SYSTEM FOR THIS PROJECT IS NOT PERMITTED TO BE CONNECTED TO THE POTABLE WATER SERVICE OR DISTP16UTION SY57EM. B. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION AND AVAILABILITY OF APPROPRIATE SOURCES OF ELECTRICAL POWER FOR THE AUTOMATIC CONTROLLER. THE SOURCES SHALL BE SHOWN ON THE MANUFACTURER'S ENGINEERIED DRAWINGS. 1.6 WARRANTY A. CONTRACTOR SHALL REPAIR ANY SETTLING OF BACKFILLED TRENCHES WHICH MAY OCCUR DURING THE WARRANTY PERIOD. CONTRACTOR SHALL MAKE ANY ADJUSTMENTS AS NECESSARY TO MAWTAIN PROPER COVERAGE. B. CONTRACTOR SHALL RESTORE ANY AND ALL DAMAGED PLANTINGS, PAVING OR IMPROVEMENTS WITHIN THE WARRANTY PERIOD. C. WARRANTY FOR WORK, MATERIALS AND EQUIPMENT SHALL BE FOR 1 YEAR AFTER FINAL ACCEPTANCE OF PROJECT. PART 2 - PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. MANUFACTURER: SUBJECT TO COMPUANCE W77H REQUIREMENTS, PROVIDE PRODUCTS OF ONE OF THE FOLLOWING:, I. RAINBIRD, K -RAIN, HUNTER, TORO OR ENGINEER/CITY APPROVED EQUIVALENT. 2.2 BACKFLOW PREVENTER A. TO BE PROVIDED BY IRRIGATION CONTRACTOR. B. SHALL MEET ALL LOCAL CODES AND INCORPORATE INSULATION SYSTEM. 2.3 MATERIALS A. MATERIALS AND EQUIPMENT SHALL BE NEW AND SHALL OPERATF AT THE MANUFACTURER'S PUBLISHED CAPACITIES. 1. PIPE AND FITTINGS. a. ALL PIPING SHALL BE FROM VIRGIN PARENT MATERIAL. THE PIPE SHALL BE HOMOGENOUS THROUGHOUT AND FREE FROM VISIBLE CRACKS, HOLES, FOREIGN MATERIALS, BLISTERS, DELETERIOUS WRINKLES AND DENTS. ALL PIPE SHALL BE NATIONAL SANITATION MUNDA77ON (NSF) APPROVED. b. PIPE FROM THE WATER SOURCE TO THE 1N7AKE SIDE OF THE AUTOMATIC CONTROL VALVE SHALL BE PLAIN -END CLASS 200 PVC PIPE UNLESS OTHERWISE SHOWN. PIPE SHALL BE JOINED BY SOLVENT WELD USING A SOLVENT CEMENT SPECIFIED BY THE PIPE MANUFACTURER AND CONFORMING TO ASTh+! D2564. c. PIPE ON THE DISCHARGE SIDE OF THE AUTOMATIC CONTROL VALVE SMALL BE BELL -END 160 PSI-SDR26, UNLESS 07HERWISE SHOWN. PIPE SHALL BE JOINED BY SOLVENT WELD USING APPROVED SOLVENT CEMENT SPEC/PIED BY THE PIPE MANUFACTURE AND CONFCRMING TO ASTM D2564. BELL- AND SPIGOT-TrPE PIPE JOINED BY A TRIPLE CLEATED RUBBER GASKET BELL JOINT SHALL BE ALLOWED FOR PIPE SIM 3 INCHES AND LARCER, UNLESS OTHERWISE SHOWN. d FITTINGS FOR PVC PIPE SHALL BE OF DOMES77C MANUFACTURE, IDENTIFIED AS TO PRESSURE RATING AND SCHEDULE AND SHALL CONFORM TO THE FOLLOWING. 1) SOCKET -TYPE SCHEDULE 40 PVC: AS7M D2466. e. WATER SUPPLY MAINS. 1) PIPE. PVC CLASS 200. 2) JOINTS:- ASTM D2672, BELL -END TYPE 3) FITTINGS: ASTM D2564, SOLVENT CEMENT TYPE. 4) SIZES. AS SHOWN ON DRAWINGS f. BRANCH LINES. 1) PIPE. PVC CLASS 160. 2) JOINTS. ASTM D2466, BELL END, SCHEDULE 40. 3) FITTINGS. ASTTvI D2466, SOCKET TYPE, SCHEDULE 40. 4) SIZES: AS SHOWN ON DRAWINGS. g. SLEEVES. 1) ASTM D1785, PVC SCHEDULE 40. h. CLEANER AND SOLVENT: COMPA77BLE WTH PIPE MATERIALS AND SOLVENT OF TYPE ABLE TO WITHSTAND SPECIFIED PRESSURE REQUIREMENTS. I. GALVANIZED STEEL PIPE. 1) GALVANIZED STEEL PIPE SHALL BE USED ONLY WHERE SHOWN ON THE DRAWINGS PIPE SHALL BE THREADED END, STANDARD WEIGHT, SCHEDULE 40 GALVANIZED STEEL CONFORMING TO ASTM A120 OR ASTM A53 AND JOINED WITH COUPLINGS. 2) FITTINGS SHALL BE 150 -POUND GALVANIZED MALLEABLE IRON PIPE FITTINGS CONFORMING TO ASTM A338. 2.4 SPRINKLER HEADS A. SPRINKLER HEADS SHALL BE OF THE TYPE SHOWN ON THE MANUFACTURER'S ENGINEERED DRAWINGS AND SHALL BE MANUFACTURED BY RAINBIRD, K -RAIN, TORO, HUNTER OR ENGINEER/CITY APPROVED EQUAL. B. HEADS OF A PARTICULAR TYPE AND FOR A PARTICULAR FUNCTION IN THE SYSTEM SHALL BE OF THE SAME MANUFACTURER UNLESS OTHERWISE SHOWN. 2.5 AUTOMATIC CONTROL VALVES A. CONTROL VALVES SHALL BE AS INDICATED ON THE MANUFACTURER'S ENGINEERED DRAWINGS WITH FLOW CONTROL AS MANUFACTURED BY PENTEK OR APPROVED EQUAL. 2.6 VALVE BOXES A. VALVE BOXES SHALL BE PLASTIC AS MANUFACTURED BY PENTEK WITH LATCHING COVER OR APPROVED EQUAL. B. VALVE BOX COVERS SHALL BE MARKED "IRRIGATION" IN PERMANENTLY CAST LETTERS SHALL BE FLUSH IN LAWN AREAS AND 1 -INCH ABOVE GRADE IN GROUND COVER AREAS 2.7 AUTOMATIC CONTROLLER A. CONTROLLER SHALL BE AS SPECIFIED ON THE MANUFACTURER'S ENGINEERED DRAWINGS AND SHALL BE MANUFACTURED BY RAINBIRD OR APPROVED EQUAL. B. POWER SOURCE SHALL BE AS SHOWN ON THE MANUFACTURER'S ENGINEERED DRAWINGS. 2.8 CONTROL LINES A. 24 -VOLT ELECTRIC CONTROL LINES FROM CONTROLLER TO AUTOMATIC VALVES SHALL BE DIRECT BURIAL UF --600V, SOLID COPPER, PVC INSULATION, SINGLE -CONDUCTOR, UL -APPROVED UNDERGROUND FEEDER CABLE OF A DIFFERENT COLOR THAN THE 120 -VOLT SERVICE TO CONTROLLERS. THE 24 -VOLT COMMON GROUND SHALL BE OF ONE CON771VUAL COLOR AND A DIFFERENT COLOR THAN THE OTHER 24 -VOLT LINES AND THE 115 -VOLT SERVICEE, B. 120 -VOLT SERVICE TO CONTROLLER SHALL CONSIST OF ONE BLACK AND ONE WHITE WIRE C. WIRE SHALL BE FURNISHED IN MINIMUM 2,500 -FOOT REELS AND INSTALLED IN ACCORDANCE WITH EXIS77NG CODES. 2.9 LIGHTNING PROTECTION A. LIGHTNING ARRESTERS SHALL BE INSTALLED TO PR07ECT THE POWER WIRES TO EACH AUTOMA77C CONTROLLER. INSTALL TYPE RECOMMENDED BY AUTOMATIC CONTROLLER MANUFACTURER. 2.10 SOIL MOISTURE SENSOR SYSTEM A. THE RAIN SENSOR SHALL BE A MICROELECTRONIC SOLID-STATE TYPE, CAPABLE OF INTERRUPTING THE POWER FROM THE IRRIGA77ON CONTROLLER TO THE VALVES WHEN RAINFALL EXCEEDS A PRESELECTED AMOUNT. THE SENSOR SYSTEM SHALL BE AS MANUFACTURED BY RAINBIRD OR APPROVED EQUAL. 1. THE SOIL MOISTURE SENSORY, CIRCUITRY SHALL BE HOUSED IN AN ULTRAVIOLET AND CORROSION -RESISTANT PLASTIC CASING. PART 3 - EXECUTION 3.1 SYSTEM INSTAUAT70N A. GENERAL: UNLESS OTHERWISE INDICATED, INSTALL ALL SPRINKLER LINES WITH A MINIMUM COVER OF 18 INCHES OVER TOP OF PIPING BASED ON FINISHED GRADES. INSTALL SPRINKLER HEADS WITH FLEX PIPE WITH A MINIMUM COVER OF 18 INCHES BASED ON FINISHED GRADES SPRINKLER LINES INSTALLED BENEATH PAVING SHALL HAVE' A 0NIMUM 24 -INCH COVER, AND BACKFILL SHALL CONFORM TO THE MINIMUM COMPACTION TEST OF PAVED AREA INVOLVED. B. SLEEVES: 1. INSTALL PTPIIVG THROUGH WALLS; FLOORS, SLABS AND UNDER WALKS AND PAVING IN SCHEDULE 40 PVC SLEEVES. 2. INSTALL SLEEVES UNDER WALKS, ROADS AND PAVEMENT PRIOR TO COMMENCEMENT OF PAVING. J. INSTALL IRRIGA77ON SYSTEM AFTER COMPLETION OF SITE GRADING. C. WHERE ANY CUTTING OR BREAKING OF EXISTING PAVING IS NECESSARY, IT SHALL BE NEATLY CUT, REMOVED AND REPLACED WITH NEW PAVING BY CONTRACTOR. OBTAIN PERMISSION TO CUT OR BREAK SIDEWALKS OR PAVING FROM THOSE HAVING PROPER JURISDICTION. WHERE PIPING IS SHOWN UNDER PAVED AREAS, BUT RUNNING PARALLEL AND ADJACENT TO PLANTED AREAS, THE INTENT IS TO INSTALL THE PIPING IN THE PLANTED AREA. D. WHERE POSSIBLE, INSTALL PIPE ADJACENT TO CURBS OR PAVING TO MINIMIZE INTERFERENCE WITH PLANTS AND THEIR ROOTS. E. KEEP TRENCHES FREE OF 06STRUCT70N AND DEBRIS THAT WOULD TEND TO DAMAGE PIPE. DO NOT MIX SUBSOIL WITH TOPSOIL. REMOVE EXCESS SOIL FROM THE SITE AND LEAVE GR40E AS IT WAS PRIOR TO SPRINKLER SYSTEM INSTALLATION. PIPING SHALL BE ROUTED AROUND SHRUBS, TREES AND OTHER PERMANENT OBSTACLES F. SHOULD UTILITIES NOT SHOWN ON THE PLANS BE FOUND DURING EXCAVATIONS, CONTRACTOR SHALL PROMPTLY NOTIFY OWNER'S CONSTRUCTION REPRESENTATIVE FOR INSTRUCTIONS AS TO FURTHER ACTION. FAILURE TO DO SO WILL MAKE CONTRACTOR LIABLE FOR ANY AND ALL DAMAGE THERETO ARISING FROM HIS OPERATIONS SUBSEQUENT TO DISCOVERY OF SUCH UTILITIES, INDICATE SUCH U77LI7Y CROSSINGS ON TATE RECORD DRAWINGS PROMPTLY. G. TRENCHES SHALL BE OPEN, VERTICAL SIDED CONSTRUCTION WIDE ENOUGH TO PROVIDE FREE WORKING SPACE AROUND WORK INSTALLED AND TO PROVIDE AMPLE SPACE TO BACKFILLING AND COMPACTING. H. WHEN TWO (2) PIPES ARE TO BE PLACED IN THE SAME TRENCH, A SIX INCH (6') SPACE IS TO BE MAINTAINED BETWEEN THE PIPES THE CONTRACTOR SHALL NOT INSTALL TWO PIPES WITH ONE DIRECTLY ABOVE THE OTHER 3.2 PLAS77C PIPE AND FITTINGS INSTALLATION A. SIZE SLIP FITTING SOCKET TAPER SO THAT A DRY UNSOFTENED PIPE END, CONFORMING TO THESE SPECIFICATIONS, CAN BE INSERTED NO MORE THAN HALF WAY INTO 119E SOCKET. WHEN CONNECTION IS PLASTIC -TO -METAL, MALE ADAPTERS SHALL BE USED. THE MALE ADAPTER SHALL BE HAND TIGHTENED, PLUS ONE TURN WITH A STRAP WRENCH. JOINT COMPOUND SHALL BE PERM47EX, TYPE li OR APPROVED EQUAL B. RAINBOW BRONZE SADDLE TEES AND CROSSES AND PLAS77C SADDLE AND RANGE RTTINGS WILL NOT BE PERMITTED. C. DELIVER PLASTIC PIPE TO THE SITE IN UNBROKEN BUNDLES AND PACKAGED IN SUCH A MANNER AS TO PROVIDE ADEQUATE PROTECTION FOR THE PIPE ENDS. D. INSTALL PLASTIC PIPE AS RECOMMENDED BY THE MANUFACTURER AND PROVIDE FOR EXPANSION AND CON7RACTION. CUT PLAS77C PIPE SQUARE WITH A HAND SAW OR HACK SAW AND i 17T7H THE ASSISTANCE OF A SQUARE -IN SAWING VISE. REMOVE BURRS AT CUT ENDS PRIOR TO INSTALLATION SO THAT A SMOOTH UNOBSTRUCTED FLOW WILL BE OBTAINED. PLASTIC -TO -PLASTIC JOINTS SHALL BE SOLVENT -WELD OR RUBBER GASKET AS SPECIFIED HEREIN, ONLY THE SOLVENT RECOMMENDED BY THE PIPE MANUFACTURER SHALL BE USED. PLASTIC -TO -METAL JOINTS SHALL BE MADE WITH PLASTIC MALE ADAPTERS OR PVC SCHEDULE 80 NIPPLES. CARE SHOULD BE TAKEN NOT TO USE AN EXCESS AMOUNT OF SOLVENT, THEREBY CAUSING A BURR OR OBSTRUC77ON TO FORM ON THE INSIDE OF THE' PIPE. ALLOW THE JOINTS TO SET AT LEAST 24 HOURS BEFORE APPLYING PRESSURE ON PVC PIPES. L 5 E. USE TEFLON TAPE ON ALL THREADED PVC FITTINGS 3.3 GALVANIZED STEEL PIPE AND FITTINGS INSTALLATION A. USE GALVANIZED STEEL PIPE WHERE SHOWN ON THE DRAWINGS. B. BUSHINGS, CLOSE NIPPLES AND CROSSES ARE NOT TO BE INSTALLED. CLEAN PIPE CAREFULLY BEFORE INSTALLATION. REAM OUT THE ENDS OF ALL T7HRWED PIPE FULL SIZE. C. JOINTING: CUT THREADS NEATLY WITH SHARP TOOLS, AND CONFORM JOINTING PROCEDURE TO THE BEST PRACTICE OF THE TRADE. AFTER CUTTING, REAM OUT PIPE. SCREW PIPE TOGETHER WITH AN APPLICAT70N OF GRAPHITE AND ENGINE OIL OR OTHER APPROVED PIPE COMPOUND APPLIED TO THREADS, AND ONCE A JOINT HAS BEEN SCREWED UP, IT SHALL NOT BE BACKED OFF UNLESS THE THREADS ARE RECLEANED AND NEW COMPOUND APPLIED. THIS APPLICATION SHALL BE NEATLY MADE AND ALL OIL, GRAPHITE AND DIRT SHALL BE THOROUGHLY WIPED OFF THE INSIDE OF EVERY JOINT. 3.4 PIPE SLEEVE INSTALLATION A. INSTALL SCHEDULE 40 PVC PIPE SLEEVES FOR PIPING AND CONTROL WIRING THROUGH WALLS, FLOORS, SLABS AND UNDER WALKWAYS AND PAVING. EXTEND SLEEVES 6 INCHES BEYOND FINISHED SURFACE. SIZE SLEEVE TO PROVIDE CLEARANCE BETWEEN SLEEVE AND PIPE FOR EXPANSION AND CONTRACTION. SLEEVE SIZES SHALL BE A MINIMUM OF TWICE THE DIAMETER OF THE PIPE TO BE SLEEVED. B. INSTALL SLEEVING PRIOR TO PAVING WORK SUCH THAT NEW PAVING SHALL NOT REQUIRE CUTTING OR REMOVAL AND REPLACEMENT 3.5 SPRINKLER HEAD INSTALLATION A. ALL SPRINKLER HEADS WITHIN A ZONE SHALL HAVE MATCHED PRECIPITA77ON RATES B. ALL HEADS OPER477NG ON ONE VALVE (ZONE) SHALL DO SO AT THE SAME PRESSURE. C. DO NOT MIX DIFFERENT TYPES OF HEADS WITHIN A ZONE. D. PLACE PART -CIRCLE POP-UP SPRINKLER HEADS SIX INCHES (6") FROM EDGE OF ADJACENT WALKS, CURBS, AND MOWING BANDS, OR PAVED AREAS AT TIME OF INSTALLA770N. E. ALL SPRINKLER NOZZLES SHALL BE ADJUSTED FOR THE PROPER RADIUS AND DIRECTION OF SPRAY PATTERN. MAKE ADJUSTMENTS WHERE POSSIBLE TO PREVENT OVERSPR4YING ONTO WALKS, PAVEMENT, OR BUILDINGS. F. SPRINKLER HEADS AND QUICK COUPLING VALVES SHALL BE SET PERPENDICULAR TO FINISHED GRADE UNLESS OTHERWISE DESIGNATED ON THE PLANS. 3.6 GATE VALVE INSTALLATION A. VALVE SIZE SHALL MATCH LINE SIZE, UNLESS OTHERWISE SHOWN. B. INSTALL AS DETAILED ON THE DRAWINGS. 3.7 AUTOMATIC CONTROLLER INSTALLATION A. INSTALL THE CONTROLLER AT THE LOCAT70N SHOWN ON THE DRAWINGS. INSTALL IN COMPLIANCE WITH MANUFACTURER'S RECOMMENDATION. B. POWER SOURCE: THE 115 -VOLT POWER SOURCE FOR THE CONTROLLER SHALL BE FROM A STUB -OUT AS SHOWN ON THE DRAWINGS. PROVIDE WORK AND MATERIALS FOR CONNECTION TO CONTROLLER FROM THIS STUB -OUT. C. ELECTRICAL WORK UNDER THIS SECTION SHALL CONFORM TO THE DETAILS AND PROVISIONS SHOWN ON THE ELECTRICAL DRAWINGS. D. PILOT OR "HOT" WIRES SHALL BE OF ONE COLOR AND "COMMON" WIRES SHALL BE OF ANOTHER COLOR. 3.8 CONTROL LINE INSTALLATION A. INSTALL CONTROL WIRING THROUGH WALLS, FLOORS, SLABS AND UNDER PAVING IN PVC SLEEVES. B. MAKE ELECTRICAL SPLICES WATERPROOF WITH RAINBIRD SNAP-TITE OR SCOTCHLOK WIRE' CONNECTORS. PROVIDE A 10 -INCH EXPANSION COIL OF ELECTRICAL WIRE AT EACH VALVE TO WHICH CONTROLS ARE CONNECTED. IN ADDITION, PROVIDE EXPANSION COILS IN WIRES AT NOT OVER 100 -FOOT INTERVALS. BURY WIRES BESIDE THE PIPE BUNDLE MULTIPLE WIRES AND TAPE TOGETHER AT NOT OVER 20 -FOOT INTERVALS. C. CONTROL WIRING SPLICES SHALL BE INSTALLED IN VALVE BOXES SPECIFIED HEREIN AND SET FLUSH WITH FINISHED GRADE. PLACE NO CLOSER THAN 6 INCHES TO WALK EDGES AND 18 INCHES TO BUILDINGS AND WALLS. 3.9 LABELS A. NUMBER EACH ZONE VALVE BOX ON UNDERSIDE AND TOPSIDE OF VALVE BOX COVER WITH A BLACK WATERPROOF MARKER FOR REFERENCE. NUMBERS SHALL MATCH THE ZONE NUMBERS ON THE DRAWINGS B. NUMBER EACH ZONE VALVE CONTROL WIRE AT THE CONTROLLER WITH A WATERPROOF MARKER AND TAGS NUMBERS SHALL MATCH THE ZONE NUMBERS ON THE DRAWINGS. 3.10 HYDROSTATIC AND LEAKAGE TESTING A. NOTIFY THE ENGINEER IN WRI77NG AT LEAST 72 HOURS PRIOR TO TESTING. TESTING SHALL BE DONE IN THE PRESENCE OF THE ENGINEER. B. PRIOR TO BACKFILLING, AND AFTER THE IRRIGATION MAIN AND AUTOMATIC VALVES ARE INSTALLED, THE IRRIGATION MAIN LINES SHALL BE TESTED FOR A PERIOD OF NOT LESS THAN 1 HOUR, AND SHALL SHOW NO LEAKAGE OR LOSS OF PRESSURE. DURING THE TEST PERIOD, MINIMUM TEST PRESSURE AT THE HIGHEST POINT OF THE SECTION BEING TESTED SHALL BE 100 POUNDS PER SQUARE INCH. AT THE CONCLUSION OF THE PRESSURE TEST, IRRIGATION LATERALS AND THE HEADS SHALL BE INSTALLED FOR OPERATION IN ACCORDANCE WITH DESIGN REQUIREMENTS UNDER NORMAL OPERATING PRESSURE 3.11 BALANCING AND ADJUSTMENT A. BALANCE AND ADJUST THE IRRIGATION SYSTEM COMPONENTS FOR EFFICIENT, PROPER OPERATION. THIS INCLUDES CONTROLLER SYNCHRONIZATION AS WELL AS INDIVIDUAL CONTROLLER STATIONS, VALVES AND SPRINKLER HEADS ADJUSTMENTS. 3.12 MAINTENANCE A. MAINTAIN THE IRRIGA77ON SYSTEM UNTIL FINAL ACCEPTANCE MAINTENANCE SHALL INCLUDE WORK, MATERIALS AND REPLACEMENTS NECESSARY TO ENSURE A COMPLETE, PROPERLY OPERATING SYSTEM. 3.13 CLEAN-UP A. UPON COMPLETION AND PRIOR TO INSPECTION OF THE WORK, CLEAR THE SITE OF DEBRIS, SUPERFLUOUS MATERIALS AND EQUIPMENT. B. THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO MAINTAIN THE LANDSCAPE AND IRRIGATION SYSTEMS FOR A 365 -DAY PERIOD IMMEDIATELY FOLLOWING THE FINAL ACCEPTANCE 1. THESE ROUTINE ADJUSTMENTS AND MAINTENANCE OF THE IRRIGATION SYSTEMS BY THE LANDSCAPE CONTRACTOR DURING THE REQUIRED 365 -DAY MAINTENANCE PERIOD DOES NOT RELIEVE THE IRRIGATION CONTRACTOR FROM FULFILLING ALL WARRANTY ITEMS DURING THE WARRANTY PERIOD. 3.14 INSPECTIONS A. AT THE CONCLUSION OF IRRIGATION WORK, AN INSPECTION WILL BE MADE BY THE ENGINEER TO DETERMINE THE CONDITION AND ACCEPTABILITY OF THE SYSTEM. WHERE INSPECTED WORK DOES NOT COMPLY WITH THE REQUIREMENTS, CORRECT THE REJECTED WORK AND CONTINUE MAINTAINING THE SYSTEM UNTIL REINSPECTED AND ACCEPTED BY THE ENGINEER. B. FINAL INSPECTION AND ACCEPTANCE: UPON COMPLETION OF ALL REJECTED WORK, A FINAL INSPECTION WILL BE MADE BY THE ENGINEER TO DETERMINE THE CONDITION AND ACCEPTABILITY OF THE SYSTEM. 5 M U W ft A "19 • INTERNATIONAL. MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LINEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813) 889-3982 CERTIFICATE OF AUTHORIZATION NUMBER 28861 Designer: Checked by. MC Technician: AF Engineer or Architect of Record Notes: MK Baker Proj. No.: 139975 MICHAEL D. COPPAGE FL P.E. NO 73428 REVISIONS No. Description Project Name: Date By CONSTRUCT HANGAR C Q Drawing Name: IRRIGATION NOTES FDOT Project No.: 425750-1-94-01 Date: FEBRUARY 2016 Scale: AS SHOWN FAA A.I.P. Project No.: Issue: BIDDING Drawing Number. C7.3 0 IX - .. Q C Q 2 LZ 1 ! 2 3 ABBREVIATIONS SYMBOLS. DRAtl�ING AFF ABOVE FINISHED FLOOR MATL MATERIAL TITLE BLOCK %MODIFIER APC ACOUSTICAL PANEL CEILINGMAXIMUM DRAWING / DRAWING MAX NUMBER AT COLUMN DRAWING, NUMBERAWC ACOUSTICAL. WALL COVERING MSL MEAN SEA LEVEL AHU AIR HANDLING UNIT MDO MEDIUM DENSITY OVERLAY PLAN DETAIL., ALT ALTERNATE MTL METAL SCALE: 1:20 REF: A1.01 AL ALUMINUM MIN MINIMUM SHEET SHOWN ON SCALE SHEET APPROX APPROXIMATE MISC MISCELLANEOUS ASPH ASPHALT MM METAL MESH FROM REFERENCED ACP ASPHALTIC CONCRETE PAVING MR MOISTURE RESISTANT NORTH AV AUDIO VISUAL MRGB MOISTURE RESISTANT GYPSUM BOARD BL BASELINE MTD MOUNTED NORTH BR BRICK NIC NOT IN CONTRACT ARROW BRP BRICK PAVERS NTS ...... ...NOT .TO. SCALE BRG BEARING NRC NOISE REDUCTION COEFFICIENT DRAWING BFF BELOW FINISHED FLOOR NOM NOMINAL NUMBER BM BENCHMARK NA NOT APPLICABLE ELEVATION SYMBOL SHEET BITUM BITUMINOUS OC ON CENTER SHOWN .ON BOS BOTTOM OF STEEL OPNG OPENING BUR BUILT-UP ROOFING OPR OPERABLE DRAWING CPT/CPTT CARPET/CARPET TILE OPP OPPOSITE SECTION NUMBER I CLG CEILING OH OPPOSITE HAND SYMBOL SHEET CBB CEMENTITIOUS BACKER BOARD ORD OVERFLOW ROOF DRAIN SHOWN ON CTR CENTER PCP PLASTER CEILING, PAINTED CL CENTERLINE PT PAINT DRAWING NUMBER ' CT CERAMIC TILE PBD PARTICLEBOARD DETAIL SHEET CTB CERAMIC TILE BASE PLAS PLASTER SYMBOL SHOWN ON COL COLUMN PLAM PLASTIC LAMINATE CONC CONCRETE PLYWD PLYWOOD CMU CONCRETE MASONRY UNIT PTD PRESSURE TREATED DRAWING CJ CONSTRUCTION/CONTROL JOINT PL PROPERTY LINE PHOTO NUMBER DAT DATUM QA QUALITY ASSURANCE VIEW SHEET DEG DEGREE QC QUALITY CONTROL SHOWN ON DEMO DEMOLITION QT QUARRY TILE DIA DIAMETER R RADIUS DIM DIMENSION REF REFERENCE DL/DS DOWNLEADER/DOWNSPOUT RCP REFLECTED CEILING PLAN EO EDGE OF REINF REINFORCED WINDOW WINDOW RATING LABEL TYPE EXP EXPOSED REBAR REINFORCING STEEL BARS 1 -HOUR ELEC ELECTRICAL READ REQUIRED PARTITION EL ELEVATION RB RESILIENT BASE PARTITION TYPE EPT EPDXY PAINT RF RESILIENT FLOORING LABEL EXIST EXISTING REV REVISION EJ EXPANSION JOINT RD ROOF DRAIN EXPANSION AND A EIFS EXTERIOR INSULATION FINISH SYSTEM RO ROUGH OPENING CONTROL JOINTS BRICK CMU EXT EXTERIOR SECT SECTION FWC FABRIC WALL COVERING SM SHEET METAL ELEVATION DESCRIPTION FO FACE OF SV SHEET VINYL MARK ELEVATION A.F.F: FIN FLR FINISH FLOOR SIM SIMILAR FIN GR FINISH GRADE SGL SINGLE FDC FIRE DEPARTMENT CONNECTION SC SJ SAW CUT/ SAW JOINT COLUMN / GRID FEB FIRE EXTINGUISHER ON BRACKET SC SOLID CORE FEC FIRE EXTINGUISHER IN CABINET STC SOUND TRANSMISSION CLASS COLUMN LINE DESIGNATION FD FLOOR DRAIN SPKR SPEAKER (HOR1Z.-LETTERS) (VERT. -NUMBERS) FLR FLOOR SF SQUARE FOOT DO NOT USE: LETTERS I & 0 FT FULLY TEMPERED (GLASS) SIDA SECURITY IDENTIFICATION GA GAGE DISPLAY AREA GALV GALVANIZED SST STAINLESS . STEEL GL GLASS STD STANDARD GL BLK GLASS BLOCK STL STEEL GFRC GLASS FIBER REINFORCED CONCRETE STRUCT STRUCTURAL GWT GLAZED WALL TILE SIM SIMILAR GYP BD GYPSUM BOARD TEL TELEPHONE GSB GYPSUM SHEATHING BOARD TEMP TEMPORARY HCP HANDICAPPED TMPD .GL TEMPERED GLASS HDW HARDWARE TER TERAZZO HDWD HARDWOOD T&G TONGUE AND GROOVE HAZ HAZARDOUS TO TOP OF BACKER ROD & N„> cw PLASTER HD JT HEAD JOINT TOB/TOS TOP OF STEEL/TOP OF BEAM SEALANT, CONT. HS HEAT STRENGTHENED (GLASS) TS TUBE STEEL BATT INSULATION PLYWOOD HT HEAT TREATED(GLASS) GLASS ( TYP TYPICAL HVAC HEATING, VENTILATING, AIR CONDITIONING UC UNDERCUT I HM HOLLOW METAL UNO UNLESS NOTED OTHERWISE VIABRICK RIGID INSULATION HB HOSE BIBB VR VAPOR RETARDER INSUL INSULATION VTR VENT THROUGH ROOF E COMPACTED FILL tom`Y.=�`�, SAND/ GROUT , ,l INT INTERIOR VAR VARIES INV- INVERT VB VINYL BASE .; : .. ~. ' CONCRETE VIIA STEEL/ METAL IRGB IMPACT RESISTANT GYPSUM BOARD VLF VERIFY IN FIELD LAM GL LAMINATED GLASS VCT VINYL COMPOSITION TILE GRAVELI` II WOOD BLOCKING, CONT. LAV LAVATORY VSP VINYL SOFFIT PANEL h'I LBP LEAD BASED PAINT VWC VINYL WALL COVERING GYPSUM- BOARD �' WOOD SHIM LWC LIGHTWEIGHT CONCRETE WGL WIRED GLASS LTD LD LIMITEDW/ LINEAR DIFFUSERMASONRY WITH NO WORK IN THIS AREA GRAY. HATCH W/O WITHOUT •. LF LINEAR FEET WD WOOD MFR MANUFACTURER WB WOOD BASE 1 2 3 1*1 0 I 5 a•CT OILE . A COVER L rO' ...y. i r_ "'M1 OP fl,. �' , ,, _ 4 `-C "`i ; r /LAi •F t / / I t 4 _,)NI ;E:�.:_E_: 0' ITP I t I 4 X .. I t r`, i 'P i 1 OilI FN _ 4 ' VE- if.l.• OR --'-'_...._....._.._._. :il�NIT;: CR t }3' Ts. `;"a1� `\ !.3' �1''.L (T'rp ,•,c OF /-- . .Irij:'r �3sgiilC 't t i`p\ 1 G^) E HOli.. : � .5 i)''` M I I � ` 00 ! �)t(-�'i -'— Cir^ r ' A*GE- C•.'j" �, '- -- i r`• .. TOP----, \\ ! ....1` ^i �, r i i %ter , ,' \ ;i,,;; �''� ,_ a r,5; -E ,Jn'�f� S: ",vA.GE T 1L.•.�( I^ \ `` % ;.. (... .�7 4i..,,l `fi JF JDE`•1�t V`i� T 'r'� .}I• \\ � % ROBE , .+-,..' ;') '.'�.rs�j, i •.0 .. - - :l. i`:! 'l`ti! ' ii,H T 'SVtvl (•l. ^-I 1 Y!'�� a `"` '31-i T t!' T )-• AC Q ON 2'-0" I ! COAT ,T 1't ;�I: p „�_�u �J- I f ZE1 _ I Ln -- ML -'f-! +JTE� T VE \� -? C CTI VE rr� _ i ! �. F..i,�F S!`:L S':'Ii:� �iiv \` �.ri l� RANG i.l`.Rt SHROUD, 1._._H' .-i.; 4f -VA i L.R ' OUNI �AtN l A �.r - -P "l R' TJ+,'.E_ AN Xr_IED t Vt`ITH a^CESS PA NE A 7'-2” 5'-0" QJ CLEAR FLOOR SPACE o (FBG, Chapter 6, ACCESSIBILITY) i 12 G _ - - GALV. "2'-6" TOILET o V Z 19"W FO" MIN. MIN ' 30"X48" CLEAR FLOOR SPACE AT LAVATORY SHALL COMPLY WITH FBC CONCEALED ANCHOR PLATE FOR 3'RAB BARS AND SAFETY RAILS STUD WALL CONSTRUCTION) TYPICAL ALL RAILINGS) TYPICAL HC RESTROOM TYPICAL GRAB BAR DETAIL FLOOR PLAN FOR ALL TOILET/BATH ACCESSORIES AND EQUIPMENT, THE MOUNTING HEIGHTS ARE TO BE AS FOLLOWS: 1. TO COMPLY WITH THE 2012 FLORIDA BUILDING CODE WITH 2011 REVISIONS & FBC ACCESSIBILITY CODE - LATEST EDITION ADOPTED. 2. MOUNT ITEMS BETWEEN.54" - 9" AFF FOR A NONE OBSTRUCTED SIDE REACH TO COMPLY WITH FBC. 3. MOUNT ITEMS BETWEEN 48 -15" AFF FOR A NONE OBSTRUCTED FORWARD REACH TO COMPLY WITH FBC. 4. WHERE CONFLICT OCCURS WITH MOUNTING HEIGHT OR LOCATION AS REQUIRED BY FBC OR ADA REGULATIONS; CONFIRM WITH ARCHITECT PRIOR TO INSTALLATION 3" FROM DOOR FRAME OR TRIM (TYP) 10" 311 7y2 3" SIGNAGE SCHEDULE A - 103 SIGN # MESSAGE NOTES TYPE i-- ` - - S-1 MEN'S RESTROOM A S-2 WOMEN'S RESTROOM A o i BREAM S-3 NOT USED B r ! ROOM S-4 NOT USED B S-5 NOT USED B M.L N TYPE "B" S-6 NOT USED B . • ... ��� ��- S-7 NOT USED B LINE OF DOOR FRAME TYPE"' MOUNT SIGNAGE 64' AFF IG NAGE. DETAILS TO CL. (TYP) 4 5 ' MUNICIPAL AIRPORT FLORIDA INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LINEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813) 889-3982 ARCHITECT BUSINESS NUMBER AA26002484 Designer. Checked by. MLM WAH Jr. Technician: Baker Proj. No.: MLM 139975 Engineer or Architect of Record of® Rt,D,� F�UJ Notes: REVISIONS No. Description Date By 1' FRP EG/RM Project Name CONSTRUCT HANGAR C Q Drawing Name: ABBREVIATIONS, SYMBOLS AND MOUNTING HEIGHTS FDOT Project No.: 425750-1-94-01 Date: FEBRUARY 2016 Scale: 1'0" FAA A.I.P. Project No.: Issue: BIDDING Drawing Number. GO.O 1 1 ! 2 3 ! 4 i 5 System Two. W-3-1ofi3 Design No, U904 ____.-----CAULK o * d . - . - ,...... . fi ..5. bctober i4, 2004 Septentber 11, 2015 �`"`-- JOINT BACKING F Ratings -'1, 2, 3 and 4 trr (item 1) Bearing {Nail Rating --;3 MR. T Ratings- O and 1/4 Hr (see item 2) Nonbearing Wail Rating'- 3 HR.' GASKET ..;;.... This design was evaluated using a load deslgn method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions �. emptoying ttm Limit States Design Method, such as Canada, a load'restrlction factor shall be used -See Guide BXUV or 01M. AV ° * Indicates. such products shall bear the UL or cUL Certification Mark forJurisdictions employing the UL or cUL Certification {such as Canada), respect"lly. ✓ MUNICIPAL AIRPORT SEBASTIAN, FLORIDA .»....-... ,.. ty-, ` :.: ` ti• ''', r• `'s`,•...ti ;f • ; •`p' ' 1/2" MAXIMUM CONTROL •' • : 0�, ;• JOINT WIDTH EOR RATINGS RATINGS UP TO AND INCLUDING 2 HOURS INTERNATIONAL b� d r CAULK ! / - MICHAEL BAKER INTERNATIONAL, INC. JOINT BACKING . 5020 WEST LINEBAUGH AVE. SUITE 240 .. - sFLORIDA33624 813 889 3982 1. Concrete Stocks* - Various designs,- classification G 3 (3 liT). TAMPA, FLORID ( ) - "�"" See Concrete Blocks category for list of eligible manufacturers. / CERAMIC FIBER BLANKET ARCHITECT BUSINESS NUMBER AA26002484 /'� 2. Mortar - Blocks laid'in full, bed of mortar, nom; 3/8 In. thldc, of not less than 2-1/4 and not more than 3-1/2 parts of. dean sharp sand to 1 part �. J - Portland cement (proportioned by volume) and: riot "more than{ 50 peMerit Hydrated lime (by cement volume). Vertical joints staggered, Designer. Checked by. .. .. try w,. t`. 1. Wall Assembly -Mtn 4-7/8 ,. b-1/8, 7-3/8 and 8-5/8 in. thick norma{ weight or lighiwelght (1 }-150 pcf} concrete far 1, 2, 3 and 4 hr ruled 3. Portland Cement Stucco or Gypsum Plaster Add :ill hr to CiassFfication il'' sed ifitaChed to concrete {wicks (Item 1}. - CAULK assemblies,, respectively. Niall may also be constructed of any UL classified Concrete Plack0. Max diam of opening is 14-1/8 in: 4• Loose Mason MLM WAH Jr. Masonry Fill - if all core; spaces :are filled with loosee dry exparlded slag, expanded clay or shale (Rotary Kith Process), water repellant See Concrete Blocks (CAZT) category in the Fire Resistance Directory, for names .of manufacturers.. vermigilite:masonry frit insulation, or sillcrone Treated peAlte.toose F111 =16 add 1 hr to Classification. The FRating of the firestop system Is equal to the hourly are rating of the wall assembly In which It Is instatled. S. Foamed Plastic* - (Optional -Not Shown) 1-1/2' In.. thick. max, 4 ft wide sheathing attached to concrete blocks (Item 1): I Technician: Baker Proj. No.: 2. Through Penetrants -One metallic pipe, conduit or tubing irtstailed either concentrically or eccentrically Within the firestop system: The annular ATLAS, Rt30FING CORP - "Energy5hleid Pro Wati Insulation" and "EnewShleid Pro 2 Wall Insulation:" , MLM 139975 space between pipe, conduit or tubing and periphery of opening shall be min 0 In. to max 1-3/8 in. Pipe,. conduit or tub[ to be rigidly supported on both'. sides of wall assembly, The following types and sizes of metallic pfpes, conduits or tubing may be used: A. Steel Pipe -The following types and sizes of steel pipes may be used:, CARLISLE COATINGS & WATERPROOFING INC -Type R2+ Sheath Engineer or Architect of Record 1A, Nom 4 In, diam (or smaller) schedule 7 (or heavier) steel pipe. 2A. Nom 8 in. diarn for smaller) Sdmdule 10 (or heavier) steel pipe. 3A. Nom 101n. dram. (or smaller}' Schedule 20 (or heavier) steel pipe. HUNTER PANELS -Type Xci-Class A, Xdi 286 17::1/2 MAXIMUM CONTROL JOINT WIDTH When steel pipe is used, T Rating is 1/4 hr for nom 4 In. diam (or smaller) and 0 hr for"steel pipes greater than nom 41n. diam RMAX OPERATING L L C "TSX-8500", "TSX-8510", "Thermasheath-XP", "ECOMAXci", "Thermasheath-3`, "aurasheath-3" a. Iron Pipe - Nom 4 in. diam (or smailer) cast or ductile Iron pipe. When Iron -pipe is used T Rating Is 114 hr. R NGS UP TO INCLUDING HOURS � FOR RATINGS AND 4 C. Conduit - Nom 4 in, diam (or smaller) steel electrical metallic tubing (EMT} or steel conduit. When EMT or steel conduit Is OD T}i15 DETAIL AS SHOWN IS INTENDED TO ILLUSTRATE A GENERAL CONCEPT OR METH � F jp4` used T Rating Is 1/4 hr. [ THE DOW CKFMICAL Co -Type Thermax Sheathing,-Thermax Light Duty Insulation, Thermax Heavy Duty Insulation, Thecmax Metal Building Board, MODIFIED CONCEPTS OR e O> CONSTRUCTION. DETAILS THAT SHOW DIFFERENT OR M Thermax White. Finish Insulation, Thermax-cl Exterior Instilacrbti 7herimax XARMOR.d Exterior Insulation; Therrriax Ili Insulation, Thermax Plus.Liner ec D. Capper Tubing -Nom 4 in. diam {or smaller) Type L (or heavier) copper tubing. When copper tube" is used T Rating is 4 hr. Panet,. Thermax Heavy Duty plus (WDP) and'TUFF-R'" ci Insulation METHODS CAN BE OF EQUAL VALIDITY AND SHOULD NOT BE EXCLUDED FROM g • �p►Rr ., E. Copper Pipe - Nom 41a. diam (or smaller) Regular (or heavier). copper, pipe. When copper pipe is used T Rating is 0 he. CONSIDERATION. THIS DETAIL SHALL NOT BE USED FOR CONSTRUCTION WITHOUT THE APPROVAL AND SIGNATURE OF -A LICENSED DESIGN PROFESSIONAL. �� ` 3. Fill, Vold or Cavity Material* - Sealant- Min 5/8 In, thickness of sealant for I Lir rated wall assembly, and min 1 in. thickness of sealant for 2, 3 THE PERSON USING THIS DETAIL SHALL BE RESPONSIBLE FOR ITS COMPLETE DESIGN and 4 Lir rated wall assemblies, applied wlthla the annulus, flush with both surfaces of wall. At pointeontact location between penetrant and periphery of 5A. Building Urn'ts-'As.:an alternate to Item 5, min. 1=in thick polyisotyanurate composite foalried plastic:insulation boards; norm. 48 by.48 6r 96 In. AND PROPER APPLICATION. � • � � opening, a min 1/2 In. diam bead of fill material shall be Installed at the concrete/penetiant interface on bot:surfaces of wall. RMAX OPERATING L L C "Thermasheath•SI", "E-COHASEd", "ThermaBase-CI" ]DNNS MANV^I INTERNATIONAL INC Frretemp'" CI or Firetemp'" CE TYPICAL FIRE -RATED • ' * e indicates: such roducts shall gear the UL or ctll..Certification 3+1 -ark for ~ Indicates such products shall bear the UL orcULCertlflcation Mark for ju dtctlons employtrsg tfie UL or cUL Certlfieailon (such as Canada), p jurisdictions ettipfoying Lite tii.or tlil. Cerfiflcatlon (such 2[si Canada), U Is CONTROL respectively. respectively. UL ASSEMBLY FOR 3 HOUR RATED UL ASSEMBLY FOR 3 HOUR CONTROL JOINT DETAILS CMU WALL PENETRATION RATED CMU WALL Notes: SSvstem No, W'-3 11V% December 09, 2008 F Ratings - 3 and 4 Hr (See Item 1) T Rating -- 0 Hr J .� • , 3 1'. t ? ez w e. w... ,..••v.,•7-- t «�.r• w�•.<'r-..r«. a. ,..vr•nr rti.•.,.»•n ..r.. a� _ 1 i.i; `a r/ ��. .wAv. r Y I .MK •• V V W V F�' h' h . y t ' [/�^•• i. 4i�y��f �• w42µ fS/- w,�;! Sb 6�I :1� :::rte/ - - A�w m e n .A- 1. WailAssernbly - Min 6 Fri. (152 min) thlck;Celrlforced lightweight or norrr►ai weight{100-150 pef or 1600-2400 kg/hO ).concrete. Min 7 1/2 In. (191 mm) thick reinforced lightweight -or normal weight (100-150. pcf or 1600-2400 k9/m3) concrete. required for'4 hr F Rating:. Wall may al.so'be constructed of. any UL Classified Concrete Blocks*, `Max area: of opening is 384 sq in. (0.25 m2) with. max dimension of :24 in. (610 mm) for 3 hr F Rating. Max REVISIONS area of opening is 240 sq in. (12.15 mz) With max dimensionof 24 in, (610 mm) for.4 Hr F Rating, See Concrete Blocks (CAZT) category In the Fire Resistance Directory for names of manufacturers. No. Description Date By 2. Through Penetralnts.-- One or more metal pipes; conduits-ortubing Installed within the through' opening. The space between pipes, conduits or tubing shall be thin 3 in. 76 mm): The space :between pi s, -conduits or tubi and peripheryof opening shall be min 1 In. (25.mm).' Pipe, conduit or ( Pe ng tubing to be rigidty supported on both sides of wall assembly. The following types :and :Sizes ometallic pipes, conduits or tubing may be used: A. Steel Pipe - Nam -i2 €n.(3(65 mm) diam (or smaller) Schedule 5 (or heather) steel pipe. B. Iron Pipe -. Nom 12 in. (305 mm) diam (or smaller) cast or ductile Iron pipe. C. Conduit -�- loom 6 In. (152 rhm) claim (or smaller) rigid steel conduit: nom 4. In. (102 trim) diam (.or smaller) steel electrical metallic tubing (EMTj or nom 1 In:. (25 mm).diam (or smaller-) flexible steel conduit. e D. Copper -Pipe or Tube -- Nom 6 in: (152 mm) diam (or smaller) :Regular (or.heavier) clipper pipe:or Type L (or heavier) coppertube. 3. i=irestap system - The fimttop shall consist of the'foilowing: A. Fitt; Vold or Cavity' Materials*,-. Putty or Sealant - Min 3/16 in. (5 mm) thick by 2 In. (51 mm) wide band of putty or sealant required around penetrants on troth sides of wait assembly. Putty or sealant band installed to pmject approx..i in.. (25 mm) beyond each face of the composite sheet'(Item. 3B) on both sides. of wall assembly. Nom 3/16 in. (5 tram) cove bead of putty or sealant applied around base of pipe or conduit at its egress from the intumescent sheet an both sides of the wall. Nom: 3/.16 in. (5 trim)'wide by. 3/16.in..(5 nim) thick putty strips or nom '1/4.1n. (6 _nirrl).' bead of. sealant applied beneath composite Project Name: sheet around entire pen of thToLigh opening on both sides.of the Wali.. SPECIFIED TECHNOLOGIES? INC-_.SpecSeal. Putty, SpecSeal Series_SSS Sealant or SpecSeal LCT Sealant CONSTRUCT HANGAR C B. Pill, •Vold or Cavity Materials*--� Composite Sheet Foil-faced'sheet. with gain steel sheet backer; Sheets may be installed as one'.solid sheet, cut fib two pieces (top and bottom) or silt on. one side of .the: penetrant(s), Opening in'.intu nescent sheet to be max 3/16 in. _(S rrim) larger than outside diameter of through 'penetrants. -Sheet, cut to lap min of 2 ln. .(5.1, mm) on the wait on all steles of the dpening-Sheets:to tie:instatled on. each side o ,wall:with foil facing agalnst wall surface„and secured With:.mill 3/16 in, (5 mm) diam by 1-1/4_ In. (32 mmy long steel concrete screws to conjunction with min. 1-1/4 in. (32 nim) .diam steel fender washers; Spacing of fasteners, not to:.exceed 6 in. '(152 mm) OC.. ¢ Drawing Name: SPECIFIED TECHNOLOGIES INC-=:SpecSeal CS Composite Sheet C. Steel Cover Strip_-- Min 2In. (51,mr►i) Wide strip:of min 0.0201h. (0.51 mm) thick (26 gauge) gaiv steel centered over UL ASSEMBLIES entire length Veach butted seam or slit made in the Intumescent sheet.(Item 3B).. Prior to installation of the steel strip, the seam or'slit In the. Inturriescent:`sheet shall be covered with `a .nom 1/8 by 1/2 in..• -(3.2. by 13.mm) ribbon,of• putty, at a: nowt 1/4 in, {6 mm} diam bead of. sealant (Item. 3A). Steel cower strap secured to gain sleet sheet backer of Intumescent sheet with steel sheet metal screws or rivets spacedmax 3 in. (76' mm) OC on each side of seam or slit, * In iicatessuch products shallbearthia UL.or cUL C�eirti eat€on Ntark for jut'lsdictions.employing the ULor cUL Certification (such as Canada), FOOT Project No.: FAA A.I.P. Project No.: 425750-1-94-01 - U L ASSEMBLY FOR 3 HOUR RATED Date: issue: FEBRUARY 2016 BEDDING CMU WALL PENETRATION Scale: Drawing Number: 1/8" =11011 G 0.01 W U PRO TRADES TO ALLOW THE INSTALLATION OF ITEMS NOTED. ALL FINISHES OF FLOORS, BETWEEN WALLS OR ADJACENT TO WALL OR COLUMN AS SHOWN ON PLANS. MECHANICAL FANS, DUCTS, CONDUITS AND OTHER RELATED AND APPURTENANT PROVIDE POWER AND OTHER FITTINGS FOR APPLIANCES AND OTHER BASES, WAINSCOTS,, WALLS AND CEILINGS BEHIND, UNDER AND/ OR OVER THESE ITEMS ITEMS SO AS NOT TO CONFLICT WITH LUMINARIES AND ANY AND ALL FIELD DEVICES AS REQUIRED FOR PROPER OPERATION SHALL BE INCLUDED IN THE GENERAL CONTRACT UNLESS NOTED OTHERWISE (U.N.O.) CAULK GAPS WHERE INTERSECTIONS OF ELEMENTS IS NOT CRISP AND CONDITIONS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF PLENUM CONSISTENT, ELEMENTS. ARRANGE OR MODIFY NON-VISABLE ITEMS TO FIT CONDITIONS OF THE VERIFY OR ACQUIRE EQUIPMENT SPECIFICATIONS FROM OWNER 13. THE JOB SITE SHALL BE KEPT "BROOM CLEAN" AND FREE OF EXCESSIVE DEBRIS. ALL r 2 3 4 5 General Notes (Typ. all sheets) Partition Nates (Typ.- all sheets) Finish Notes Site Notes THE DRAWINGS INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF AN INSTALL GYPSUM WALLBOARD IN ACCORDANCE WITH THE CURRENT VERSION VERIFY FINISH WITH OWNERS REPRESENTATIVE PRIOR TO FINISH APPLICATION PROVIDE SUBTERRANEAN TERMITE PREVENTION IN SOIL AREAS ARCHITECTURAL DESIGN CONCEPT. THE DIMENSIONS OF THE BUILDING, THE MAJOR OF UNITED STATES GYPSUM -GYPSUM CONSTRUCTION HANDBOOK, ASTM C754 ALL FIRE AND / OR SMOKE BARRIERS OR WALLS SHALL BE EFFECTIVELY AND SCHEDULED TO RECEIVE NEW CONSTRUCTION. THE CONTRACTOR DIMENSIONS ARE NOMINAL AND ARE TAKEN FROM FACE OF BLOCK WALL, CENTERLINE OF ARCHITECTURAL ELEMENTS AND THE TYPE OF STRUCTURAL SYSTEM. AS SCOPE AND ASTM 840. MOST STRINGENT REQUIREMENTS PREVAIL. SURFACES ARE TO BE FREE OF IMPERFECTIONS AND MARKINGS SUBJECT TO / INSTALLER SHALL SUBMIT A CERTIFICATE STATING THAT THE DOCUMENTS, THE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL OF THE OF 2 INCHES HIGH ON A CONTRASTING BACKGROUND SPACED A MAXIMUM OF BLEED -THROUGH. TREATMENT HAS BEEN APPLIED IN ACCORDANCE WITH THE 12 FEET ON CENTER WITH A MINIMUM OF ONE PER WALL OR BARRIER. THE WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF ALL PARTITIONS SHALL BE INSTALLED PLUMB AND TAPED AND SANDED HOURLY RATING SMALL BE INCLUDED ON ALL RATED BARRIERS OR WALLS. APPLICABLE GOVERNING REGULATIONS FOR THE LOCATION OF THE ASCE 6-95/TMS 602-95) AND THE 2010 FLORIDA BUILDING CODE. THE CONTRACT DOCUMENTS. ON THE BASIS OF THE GENERAL SCOPE INDICATED OR SMOOTH SO THERE ARE NO VISIBLE JOINTS. GYPSUM FINISH LEVEL 4 AT PAINT DIFFUSERS AND RETURN GRILLES AT CEILING TO MATCH ADJACENT CEILING PROJECT. RETREAT AREAS DISTURBED BY EXCAVATION AFTER 16. DESCRIBED, THE TRADE CONTRACTORS SHALL FURNISH ALL ITEMS REQUIRED FOR THE WALLS, LEVEL 5 AT CEILINGS ADD SOFFITS AND LEVEL 2 IN CONCEALED FINISHES, UNLESS NOTED OTHERWISE. INTERIOR OF DUCT WORK VISIBLE FROM INITIAL TREATMENT HAS BEEN IMPLEMENTED. PROPER EXECUTION AND COMPLETION OF THE WORK. SPACES. USE LEVEL 5 FINISH WHEN WALL COVERINGS ARE SPECIFIED. FINISHED SPACES SHALL BE PAINTED BLACK 12" FROM THE DIFFUSER. 17. MORTAR SHALL CONFORM TO ASTM C-270. TYPE S MORTAR AND TYPE M BELOW GRADE. 18. THE CONTRACTOR SHALL COORDINATE ALL LIGHTING LOCATIONS WITH THE DUCTWORK ADVISE UTILITY LOCATION COMPANY OF EXCAVATION ACTIVITIES 4 1. THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE KNOWLEDGEABLE OF ALL VERIFY PARTITION THICKNESS FOR INTERNAL INCLUSIONS. NOTIFY INSTALL FLOORING PURSUANT TO MANUFACTURERS INSTRUCTIONS, UNLESS WEEKS PRIOR TO EXCAVATION ACTIVITIES. LOCATE, IDENTIFY AND CONDITIONS THEREOF. THE CONTRACTOR SHALL INVESTIGATE, VERIFY AND BE ARCHITECT OF ANY DISCREPANCIES BETWEEN SCHEDULED PARTITION NOTED OTHERWISE.. MARK UNDERGROUND UTILITIES PASSING THROUGH THE AREA OF LAVATORIES, SINKS, ETC. NO SHARP OR ABRASIVE SURFACES OR OBJECTS SHALL BE RESPONSIBLE FOR ALL CONDITIONS OF THE PROJECT AND NOTIFY THE ARCHITECT OF THICKNESS AND INTERNAL INCLUSION. PERMITTED UNDER COUNTERTOPS OR LAVATORIES. CONSTRUCTION BEFORE COMMENCING WITH WORK. 20. ANY CONDITIONS REQUIRING MODIFICATION BEFORE PROCEEDING WITH THE WORK. RESILIENT BASE IS COVE AT VINYL, STRAIGHT AT CARPET. EXITS. AVOID ABRUPT CHANGES IN ELEVATION, PER FBC & ADA. 21. PARTITIONS ARE DIMENSIONED NOMINALLY, UNLESS NOTIFIED OTHERWISE. REMOVE ANY MATERIAL NOT REQUIRED FOR USE ON THE PROJECT 2. ALL WORK SHALL COMPLY WITH FEDERAL, STATE AND LOCAL CODES OR ORDINANCES. SEE REFLECTED CEILING PLANS AND NOTES, FOR MORE INFORMATION. (INCLUDING UNSATISFACTORY SOILS, EXCESS SATISFACTORY SOILS, AND INSTALLATION. HEIGHTS ARE DIMENSIONED FROM THE TOP OF SLAB, UNLESS NOTED - TRASH AND DEBRIS) AND LEGALLY DISPOSE OF IT OFF OF THE 3. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS HAVE PRECEDENCE. OTHERWISE_ -VERIFY CONDITION OF SLAB AND SLAB ELEVATION. CARPET OF THE SAME SPECIFICATION SHALL COME FROM THE SAME DYE LOT AND OWNERS PROPERTY. MEET THE CARPET AND RUG INSTITUTE MODEL SPECIFICATION AND INDUSTRY 4. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, WHAT IS REQUIRED OF ONE IS INSTALL WATER-RESISTANT GYPSUM BOARD IN AREAS SUBJECT TO STANDARDS FOR SIDE-TO-SIDE MATCH. THE CONTRACTOR SHALL USE LOW OR NO BURNING SHALL NOT BE PERMITTED. REQUIRED BY ALL. THERE IS NO PRECEDENCE BASED ON SCALE OR SPECIFICATIONS MOISTURE. VOC ADHESIVE AS RECOMMEND B[Y THE MANUFACTURER. - VERSUS DRAWINGS. 6 '''.�.w... PROVIDE AN APPROVED CONSTRUCTION ENTRANCE AS REQUIRED PROVIDE ALL METAL CORNER AND FINISH BEADS AND / OR TRIM FOR'ALL REPAIR, REFINISH AND PREPARE, ASAPEXISTING SURFACES TO RECEIVE BY THE AUTHORITY HAVING JURISDICTION. 5. WHERE ONE DETAIL IS SHOWN FOR ONE CONDITION IT SHALL APPLY TO ALL LIKE OR EXPOSED EDGES AND CORNERS. SPACKLE, BLEND AND SAND SMOOTH INTO NEW MATERIALS..VERIFY COMPATIBILITY OF ADHESIVES &COATINGS WITH SIMILAR CONDITIONS THOUGH NOT SPECIFICALLY MARKED., ADJACENT SURFACES. SUBSTRATES PRIOR TO APPLICATION. PQV1/ei` and Communication Notes 6. IF AT ANY TIME A CONFLICT OR ERROR IS FOUND WITHIN THESE DOCUMENTS PRIOR TO OR PROVIDE EXPANSION JOINTS IN GYPSUM WALLBOARD (FIRE RATED, WHERE FINISH REQUIREMENTS SHALL BE DIRECTED BY OWNER AND AS FOLLOWS: INSTALL UNDERWRITERS LABORATORIES (U.L.) LABELED DEVICES DURING CONSTRUCTION THAT MAY BE CRITICAL TO THE INTEGRITY OF THIS PROJECT, THE REQUIRED) AS RECOMMENDED BY GYPSUM WALLBOARD MANUFACTURER CONTRACTOR SHALL CONTACT THE ARCHITECT IMMEDIATELY TO RESOLVE THE ERROR AND CENTERED ABOVE ALL DOORS. ALL FINISHES SHALL COMPLY WITH THE FOLLOWING MINIMUM REQUIREMENTS: INSTALL SWITCHES 48 INCHES ABOVE THE FINISH FLOOR SLAB PRIOR TO PROCEEDING WITH THE AFFECTED WORK. UNLESS NOTIFIED OTHERWISE. HEIGHTS ARE DETERMINED FROM IN -WALL BLOCKING SHALL BE INSTALLED IN STUD WALLS, BEHIND ALL EXIT FINISHES, WALLS AND CEILINGS CLASS B TOP OF FLOOR SLAB TO CENTERLINE OF COVER PLATE, MOUNTED 7. THE COORDINATION OF ALL MATERIALS, LABOR AND THE SUB CONTRACTORS ACCESSORIES. INCLUDING BUT NOT LIMITED TO: TOILET ACCESSORIES, GRAB EXIT FINISHES, FLOORS CLASS II VERTICALLY LENGTHWISE, U.N.O. GANG -SWITCH COVER PLATES WORKMANSHIP IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. BARS, CABINETS (BASE AND WALL), MILLWORK, FIRE EXTINGUISHER SHALL BE ONE PIECE TYPE, QUANTITY OF SWITCHES AS APPLICABLE MOUNTING BRACKETS_, SIGNAGE ETC. ALL OTHER SPACES, WALLS AND CEILINGS CLASS B AND AS REQUIRED. DEVICES AND COVER PLATES TO BE LEVITON, 8. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING LOCAL BUILDING OFFICIALS AND ALL OTHER SPACES, FLOORS NO REQUIREMENTS WHITE. INSPECTORS FOR PERMITS AND INSPECTIONS. CONTROL JOINTS IN MASONRY WALLS SHALL BE A MAXIMUM OF 4 FEET FROM CORNERS AND 20 FEET ON CENTER. - CLASS A INTERIOR WALL AND CEILING FINISH FLAME SPREAD 0-25, SMOKE RECEPTACLES MOUNTED AT COUNTER HEIGHT SHALL BE INSTALLED 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BRACING ALL WORK DURING DEVELOPED 0.450 HORIZONTALLY ABOVE THE COUNTER OR WHERE A BACKSLASH CONSTRUCTION AND IMPLEMENTATION OF ALL SAFETY PROCEDURES IN ACCORDANCE PROVIDE A CONTINUOUS BEAD OF SEALANT WITH BACKER ROD AT THE OCCURS, ABOVE THE BACKSPLASH OF THE COUNTER. WITH APPLICABLE CODES. PERIMETER OF ALL EXTERIOR DOOR AND WINDOW FRAMES WHERE THEY CLASS B INTERIOR WALL AND CEILING FINISH FLAME SPREAD 26-75, SMOKE MEET WALLS. DEVELOPED 0-450 INSTALL WALL MOUNTED OUTLETS, POWER, COMMUNICATIONS, 10. ALL FIXTURES, EQUIPMENT AND MATERIALS SHALL BE INSTALLED PER THE CAMERA, ETC. 18 INCHES ABOVE FLOOR SLAB TO CENTERLINE OF MANUFACTURER'S SPECIFICATIONS, RECOMMENDATIONS AND SUGGESTED THE CONTRACTOR SHALL COORDINATE AND VERIFY THE EXACT SIZE AND CLASS I INTERIOR FLOOR FINISH MINIMUM 0.45 WATTS PER SQ CM COVER PLATE MOUNTED VERTICALLY LENGTHWISE, UNLESS NOTED INSTRUCTIONS. LOCATION OF ALL FLOOR, WALL AND CEILING PENETRATIONS / OPENINGS OTHERWISE (U.N.O.) WITH EACH OF THE RESPECTIVE_ MECHANICAL, PLUMBING, ELECTRICAL AND CLASS II INTERIOR FLOOR FINISH MINIMUM 0.22. WATTS PER SQ CM 11. ALL WORK SHALL BE IN ACCORDANCE WITH THE QUALITY STANDARDS OF THE TRADE AND FIRE PROTECTION DRAWINGS. DO NOT MOUNT OUTLETS BACK TO BACK SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL Reflected Ceiling Notes CODES AND MANUFACTURERS RECOMMENDATIONS. ALL PARTITION PENETRATIONS SUCH AS DUCTWORK, SHALL BE FIELD VERIFY ALL EQUIPMENT MOUNTING REQUIREMENTS OF ALL VERIFIED. PARTITIONS SHALL BE BRACED AND OPENINGS REINFORCED. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING, MECHANICAL, ELECTRICAL, COMMUNICATIONS AND OTHER EQUIPMENT REQUIRING 12. 11 ,� 11 SHALL NOT BE ITEMS NOTED AS N.I.0 (NOT IN CONTRACT), BY OWNER OR EXISTING L STRUCTURAR � FIE PROTECTION, ELECTRICAL, COMMUNICATION AND LIFE SAFETY SPECIAL PLUG CONFIGURATIONS. INCLUDED IN THE CONTRACT. HOWEVER, PROVISIONS SHALL BE MADE BY RESPECTIVE DOOR OPENINGS NOT DIMENSIONALLY LOCATED SHALL BE CENTERED AND ANY AND ALL OTHER APPLICABLE ITEMS. INSTALL PLUMBING, FIRE PROTECTION, TRADES TO ALLOW THE INSTALLATION OF ITEMS NOTED. ALL FINISHES OF FLOORS, BETWEEN WALLS OR ADJACENT TO WALL OR COLUMN AS SHOWN ON PLANS. MECHANICAL FANS, DUCTS, CONDUITS AND OTHER RELATED AND APPURTENANT PROVIDE POWER AND OTHER FITTINGS FOR APPLIANCES AND OTHER BASES, WAINSCOTS,, WALLS AND CEILINGS BEHIND, UNDER AND/ OR OVER THESE ITEMS ITEMS SO AS NOT TO CONFLICT WITH LUMINARIES AND ANY AND ALL FIELD DEVICES AS REQUIRED FOR PROPER OPERATION SHALL BE INCLUDED IN THE GENERAL CONTRACT UNLESS NOTED OTHERWISE (U.N.O.) CAULK GAPS WHERE INTERSECTIONS OF ELEMENTS IS NOT CRISP AND CONDITIONS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF PLENUM CONSISTENT, ELEMENTS. ARRANGE OR MODIFY NON-VISABLE ITEMS TO FIT CONDITIONS OF THE VERIFY OR ACQUIRE EQUIPMENT SPECIFICATIONS FROM OWNER 13. THE JOB SITE SHALL BE KEPT "BROOM CLEAN" AND FREE OF EXCESSIVE DEBRIS. ALL 22. IT IS THE OWNERS AND / OR TENANTS RESPONSIBILITY TO CHECK THE CONSTRUCTION Q DOCUMENTS AND VERIFY ANY AND ALL LOCATIONS, SIZE, QUANTITY, QUALITY AND SPECIFIC MATERIALS USED IN CONJUNCTION WITH THE OWNERS SPECIAL EQUIPMENT LAYOUT USE OR FUNCTION. 23. THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT/ENGINEER WE) FOR APPROVAL ALL FLORIDA PRODUCT APPROVALS AND/OR ENGINEERING, SIGNED AND SEALED DRAWINGS PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE, FOR ALL EXTERIOR ENVELOPE ELEMENTS AND AS REQUIRED BY THE CONTRACT DOCUMENTS, PRIOR TO ORDERING MATERIALS AND INSTALLATION. THE CONTRACTOR SHALL THEN SUBMIT THE "AIE APPROVED" SUBMITTALS TO THE BUILDING DEPARTMENT/ PLANS EXAMINER (AUTHORITY HAVING JURISDICTION - AHJ), AS REQUIRED BY THE FLORIDA BUILDING CODE FOR APPROVAL AND ACCEPTANCE BY THE AHJ. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: WINDOWS, DOORS, LOUVERS, ROOFING, & OTHER EXTERIOR CLADDING ELEMENTS. REFLECTED CEILING PLAN LAYOUT. CONTRACTOR SHALL PROVIDE FULLY COORDINATED DRAWINGS INDICATING ALL CEILING COMPONENTS & DEVICES (I.E. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING & FIRE PROTECTION). EACH DISCIPLINE SHALL BE INDICATED SUCH THAT THEY ARE OVERLAID AND IDENTIFIABLE INDIVIDUALLY ON ONE DRAWING. ANY DISCREPANCIES NOTED SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION PRIOR TO INSTALLATION. ANY WORK INSTALLED REQUIRING CORRECTION NOT BROUGHT TO THE ARCHITECT'S ATTENTION AND WITHOUT SUCH NOTIFICATION SHALL BE CORRECTED BY THE CONTRACTOR WITH NO ADDITIONAL COST TO THE OWNER. CONTRACTOR TO PROVIDE AND LOCATE ALL CEILING ACCESS PANELS IN GYPSUM, PLASTER AND CEMENT BOARD CEILINGS. CONTRACTOR SHALL PROVIDE THE ARCHITECT WITH LOCATIONS / COORDINATION DRAWINGS OF ALL REQUIRED ACCESS PANELS PRIOR TO THE INSTALLATION OF CEILING ELEMENTS, INCLUDING REQUIRED ACCESS PANELS; VALVES OR EQUIPMENT REQUIRING ACCESS PANELS ABOVE METAL SLAT OR DECORATIVE WOOD CEILINGS WILL NOT BE ACCEPTABLE. RATED ACCESS PANELS SHALL BE PROVIDED IN RATED ASSEMBLIES. CEILING ACCESS PANELS SHALL BE PROVIDED IN NON -ACCESSIBLE CEILINGS BELOW THE FOLLOWING THE MECHANICAL AND PLUMBING DEVICES VALVES FLOW MEASURING DEVICES MIXING BOXES POWER OPERATED DAMPERS ACCESS PANEL IN DUCTWORK VOLUME AND BALANCING DEVICES WATER FLOW SWITCHES SPRINKLER SYSTEM DRAINS AND TEST CONNECTIONS PRESSURE SWITCHES OTHER DEVICES LOCATED ON DRAWINGS MECHANICAL, ELECTRICAL, COMMUNICATION AND LIGHTING PLAN ELEMENTS ARE SHOWN FOR LOCATION PURPOSES ONLY. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR MORE INFORMATION. INSTALL FULLY RECESSED FIXTURES ONLY, INCLUDING BUT NOT LIMITED TO DIFFUSERS, GRILLES, ETC. UNLESS NOTED OTHERWISE. INSTALL UNDERWRITERS LABORATORIES (U.L.) LABELED DEVICES INSTALL SPRINKLER HEADS WITH TRIM RINGS INSTALLED TIGHT TO FINISH CEILING. 2 3 4 FOR PROPER FIT AND POWER REQUIREMENTS. COORDINATE OWNERS TELEPHONE, CABLING AND SECURITY INSTALLATIONS AS REQUIRED. THE ELECTRICAL CONTRACTOR SHALL PROVIDE A COMPLETE ELECTRICAL INSTALLATION INCLUDING ALL WORK CUSTOMARILY INCLUDED IF NOT SPECIFICALLY CALLED OUT FOR. TO THE BEST OF THE ARCHITECT & ENGINEER'S KNOWLEDGE, THESE PLANS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE -SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH THIS SECTION AND CHAPTER 633, FLORIDA STATUTES. 61 U r MUNICIPAL AIRPORT SEBASTIAN, FLORIDA INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC 6020 WEST LINEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813) 889-3982 ARCHITECT BUSINESS NUMBER AA26002484 Designer: Checked by. MLM WAH Jr. Technician: Baker Proj. No.: MLM 139975 Engineer or Architect of Record REFUSE CREATED IN THE EXECUTION OF THE CONTRACT FOR CONSTRUCTION IS THE ALL RATED PARTITIONS OR SMOKE BARRIERS SHALL EXTEND FROM FLOOR TO RESPONSIBILITY OF THE GENERAL CONTRACTOR. TRANSPORT TRASH, RUBBISH AND STRUCTURE ABOVE, UNLESS NOTED OTHERWISE., AND SEALED AIRTIGHT. DEBRIS FROM THE SITE AND DISPOSE OF LEGALLY. THE MANNER OF THE REMOVAL SHALL USE U.L. LISTED DEAD OF WALL SPRAY OR UL APPROVED SEALANT. COMPLY - BE CONFIRMED WITH AN OWNERS REPRESENTATIVE AND SHALL MEET CITY, COUNTY AND WITH UL RATED ASSEMBLY REQUIREMENTS FOR ALL RATED WALLS. STATE REGULATIONS. ALL FIRE AND / OR SMOKE BARRIERS OR WALLS SHALL BE EFFECTIVELY AND 14. DIMENSIONS ARE NOMINAL AND ARE TAKEN FROM FACE OF BLOCK WALL, CENTERLINE OF PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING ABOVE ANY COLUMN AND FACE OF STUD U.N.O. DECORATIVE CEILING AND IN CONCEALED SPACES WITH LETTERS A MINIMUM OF 2 INCHES HIGH ON A CONTRASTING BACKGROUND SPACED A MAXIMUM OF 15. ALL UNIT MASONRY SHALL CONFORM TO ASTM C-90. MASONRY CONSTRUCTION SHALL 12 FEET ON CENTER WITH A MINIMUM OF ONE PER WALL OR BARRIER. THE COMPLY WITH THE SPECIFICATION FOR CONCRETE MASONRY STRUCTURES (ACI -530.1-95/ HOURLY RATING SMALL BE INCLUDED ON ALL RATED BARRIERS OR WALLS. ASCE 6-95/TMS 602-95) AND THE 2010 FLORIDA BUILDING CODE. SUGGESTED WORDING "(_} - HOUR RATED FIRE AND SMOKE BARRIER, PROTECT ALL OPENINGS". 16. ALL MASONRY WALLS SHALL BE REINFORCED WITH HORIZONTAL JOINT REINFORCING AT 16 INCHES ON CENTER VERTICALLY. JOINT REINFORCING SHALL HAVE PERFORMED CORNERS AND "T" SECTIONS 17. MORTAR SHALL CONFORM TO ASTM C-270. TYPE S MORTAR AND TYPE M BELOW GRADE. 18. THE CONTRACTOR SHALL COORDINATE ALL LIGHTING LOCATIONS WITH THE DUCTWORK AND SPRINKLER LAYOUT. ANY VARIATIONS WITH LAYOUT OR CEILING HEIGHT SHALL BE REVIEWED WITH THE ARCHITECT PRIOR TO INSTALLATION. 19. INSULATE ALL EXPOSED PIPING (SUPPLY AND SANITARY) UNDER COUNTERTOPS, LAVATORIES, SINKS, ETC. NO SHARP OR ABRASIVE SURFACES OR OBJECTS SHALL BE PERMITTED UNDER COUNTERTOPS OR LAVATORIES. 20. THE CONTRACTOR SHALL PROVIDE A GENTLE SLOPE AT ALL GRADE ENTRANCES AND EXITS. AVOID ABRUPT CHANGES IN ELEVATION, PER FBC & ADA. 21. THE EXISTING BUILDING IS FULLY SPRINKLERED NEW ADDITION SHALL ALSO BE FULLY SPRINKLED IN ACCORDANCE WITH NFPA 13. SUBMIT SIGNED AND SEALED - ENGINEERED SPRINKLER DRAWINGS TO THE AUTHORITY HAVING JURISDICTION PRIOR TO FABRICATION AND INSTALLATION. 22. IT IS THE OWNERS AND / OR TENANTS RESPONSIBILITY TO CHECK THE CONSTRUCTION Q DOCUMENTS AND VERIFY ANY AND ALL LOCATIONS, SIZE, QUANTITY, QUALITY AND SPECIFIC MATERIALS USED IN CONJUNCTION WITH THE OWNERS SPECIAL EQUIPMENT LAYOUT USE OR FUNCTION. 23. THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT/ENGINEER WE) FOR APPROVAL ALL FLORIDA PRODUCT APPROVALS AND/OR ENGINEERING, SIGNED AND SEALED DRAWINGS PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE, FOR ALL EXTERIOR ENVELOPE ELEMENTS AND AS REQUIRED BY THE CONTRACT DOCUMENTS, PRIOR TO ORDERING MATERIALS AND INSTALLATION. THE CONTRACTOR SHALL THEN SUBMIT THE "AIE APPROVED" SUBMITTALS TO THE BUILDING DEPARTMENT/ PLANS EXAMINER (AUTHORITY HAVING JURISDICTION - AHJ), AS REQUIRED BY THE FLORIDA BUILDING CODE FOR APPROVAL AND ACCEPTANCE BY THE AHJ. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: WINDOWS, DOORS, LOUVERS, ROOFING, & OTHER EXTERIOR CLADDING ELEMENTS. REFLECTED CEILING PLAN LAYOUT. CONTRACTOR SHALL PROVIDE FULLY COORDINATED DRAWINGS INDICATING ALL CEILING COMPONENTS & DEVICES (I.E. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING & FIRE PROTECTION). EACH DISCIPLINE SHALL BE INDICATED SUCH THAT THEY ARE OVERLAID AND IDENTIFIABLE INDIVIDUALLY ON ONE DRAWING. ANY DISCREPANCIES NOTED SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION PRIOR TO INSTALLATION. ANY WORK INSTALLED REQUIRING CORRECTION NOT BROUGHT TO THE ARCHITECT'S ATTENTION AND WITHOUT SUCH NOTIFICATION SHALL BE CORRECTED BY THE CONTRACTOR WITH NO ADDITIONAL COST TO THE OWNER. CONTRACTOR TO PROVIDE AND LOCATE ALL CEILING ACCESS PANELS IN GYPSUM, PLASTER AND CEMENT BOARD CEILINGS. CONTRACTOR SHALL PROVIDE THE ARCHITECT WITH LOCATIONS / COORDINATION DRAWINGS OF ALL REQUIRED ACCESS PANELS PRIOR TO THE INSTALLATION OF CEILING ELEMENTS, INCLUDING REQUIRED ACCESS PANELS; VALVES OR EQUIPMENT REQUIRING ACCESS PANELS ABOVE METAL SLAT OR DECORATIVE WOOD CEILINGS WILL NOT BE ACCEPTABLE. RATED ACCESS PANELS SHALL BE PROVIDED IN RATED ASSEMBLIES. CEILING ACCESS PANELS SHALL BE PROVIDED IN NON -ACCESSIBLE CEILINGS BELOW THE FOLLOWING THE MECHANICAL AND PLUMBING DEVICES VALVES FLOW MEASURING DEVICES MIXING BOXES POWER OPERATED DAMPERS ACCESS PANEL IN DUCTWORK VOLUME AND BALANCING DEVICES WATER FLOW SWITCHES SPRINKLER SYSTEM DRAINS AND TEST CONNECTIONS PRESSURE SWITCHES OTHER DEVICES LOCATED ON DRAWINGS MECHANICAL, ELECTRICAL, COMMUNICATION AND LIGHTING PLAN ELEMENTS ARE SHOWN FOR LOCATION PURPOSES ONLY. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR MORE INFORMATION. INSTALL FULLY RECESSED FIXTURES ONLY, INCLUDING BUT NOT LIMITED TO DIFFUSERS, GRILLES, ETC. UNLESS NOTED OTHERWISE. INSTALL UNDERWRITERS LABORATORIES (U.L.) LABELED DEVICES INSTALL SPRINKLER HEADS WITH TRIM RINGS INSTALLED TIGHT TO FINISH CEILING. 2 3 4 FOR PROPER FIT AND POWER REQUIREMENTS. COORDINATE OWNERS TELEPHONE, CABLING AND SECURITY INSTALLATIONS AS REQUIRED. THE ELECTRICAL CONTRACTOR SHALL PROVIDE A COMPLETE ELECTRICAL INSTALLATION INCLUDING ALL WORK CUSTOMARILY INCLUDED IF NOT SPECIFICALLY CALLED OUT FOR. TO THE BEST OF THE ARCHITECT & ENGINEER'S KNOWLEDGE, THESE PLANS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE -SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH THIS SECTION AND CHAPTER 633, FLORIDA STATUTES. 61 U r MUNICIPAL AIRPORT SEBASTIAN, FLORIDA INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC 6020 WEST LINEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813) 889-3982 ARCHITECT BUSINESS NUMBER AA26002484 Designer: Checked by. MLM WAH Jr. Technician: Baker Proj. No.: MLM 139975 Engineer or Architect of Record Notes: REVISIONS No. Description Project Name: Date By CONSTRUCT HANGAR C Q Drawing Name: GENERAL NOTES FDOT Project No.: 425750-1-94-01 Date: FEBRUARY 2016 Scale: 1/8" = 1'0" FAA A.I.P. Project No.: Issue: BIDDING Drawing Number. GO.o2 V CY) Notes: REVISIONS No. Description Project Name: Date By CONSTRUCT HANGAR C Q Drawing Name: GENERAL NOTES FDOT Project No.: 425750-1-94-01 Date: FEBRUARY 2016 Scale: 1/8" = 1'0" FAA A.I.P. Project No.: Issue: BIDDING Drawing Number. GO.o2 : U j 2 9 5 CGDE STANDARDS: -FLORIDA BUILDING CODE 2014 - BUILDING -FLORIDA BUILDING CODE 2014 - PLUMBING -FLORIDA BUILDING CODE 2014 - MECHANICAL -FLORIDA BUILDING CODE 2014 - FUEL GAS -FLORIDA FIRE PREVENTION CODE 2014 EDITION -FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION -FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION -NATIONAL ELECTRIC CODE 2011 EDITION (NFPA 101-2009) -NFPA 409 2011 EDITION -NFPA LIFE SAFETY CODE 2006 ��. NORTH LIFE SAFETY PLAN 1 G-1.0 SCALE: 1/8" = 1'-0" CODE REQUIREMENTS. OCCUPANCY:OCCUPANCY CALCULATIONS MATERIAL RESISTANCE J FBC TABLE 601: 'S-1' AIRCRAFT HANGAR, 'FBC' SECT. 311.2 &INFPA 409 GROUP III -11,880 SF., 1 STORY 'B' (BUSINESS) = 3,814 S.F. / 100 S.F. GROSS PER OCC. = 39 OCCUPANTS STRUCTURAL FRAME 0 HOUR 'B' ACCESSORY OFFICES, 'FBC' SECT.. 304.1 3,8,14 S.F. .I STORY 'S-2' (HANGAR) = 11,880 S.F. ! 500 S.F. GROSS PER OCC. = 24 OCCUPANTS EXTERIOR BEARING WALLS 0 HOUR INTERIOR BEARING WALLS 0 HOUR CONSTRUCTION: 63 OCCUPANTS EXTERIOR NON-BEARING WALLS 0 HOUR 'FBC' TYPE IIB, SPRINKLERED &'NFPA 409', TYPE I) (000) INTERIOR NON-BEARING WALLS 0 HOUR ACTUAL OCCUPANCY (22 OCC. + 4 OCG) = 20 OCCUPANTS FLOOR CONSTRUCTION 0 HOUR BUILDING SEPARATION: ROOF CONSTRUCTION o HOUR 'FBC' TABLE 601 & 602 - TYPE IIB: 30' MIN. SEPARATION " = SEPARATION WALL 3 HOUR 'NFPA' TABLE 5:3.1 - GROUP III, TYPE II (000):' 50' MIN. SEPARATION. 12.6 INCHES EGRESS RESS WIDTH (0.2DOOR = 34" CLR./1 PER R OCCUPANTS OCC. X 63 OCC.) NFPA 8.2.3 -1 HOUR SEPARATION HANGAR TO ADJOINING SPACE/45 MIN DOORS 6'-0" DOOR = 68" CLR./340 OCCUPANTS INTERIOR WALL & CEILING FINISH REQ'D. (803.9) HT & AREA LIMITATIONS (FBC TABLE 503): 55' HEIGHT � NUMBER OF EXITS REQUIRED: 'B' (NOT SPRINKLERED) = CLASS "C" B = 3 STORY MAX./ 23,000 S.F. PER FL. 'B'=1 EXIT PER SPACE (MAX. OCC. LOAD= 50 OCC.) S-1' (NOT SPRINKLERED} =CLASS "C" S-1 = 2 STORY MAX./ 17,500 SF. PER FL. j 'S'= 1 EXIT PER FBC,.2 EXITS PER NFPA OCCUPANT LOAD (TABLE 1004.1.1) NUMBER OF EXITS PROVIDED: 'B' (BUSINESS) = 100 S.F. GROSS PER OCC. 'B'= 1 (EXIT CAP.= 150 OCC.) 'S-1' (HANGAR) = 500 S.F. GROSS PER OCC.; ACTUAL = 4 EMPLOYEES 'S'= 5 (EXIT CAP.= 750 OCC.) MUNICIPAL AIRPORT SEBASTIAN, FLORIDA INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LINEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813) 889-3982 ARCHITECT BUSINESS NUMBER AA26002484 Designer: Checked by. MLM WAH Jr. Technician: Baker Proj. No.: MLM 139975 s Engineer or Architect of Record U Notes: REVISIONS No. Description Date By LEGEND *01- - ►►®- ►►► 3 HR FIRE RATED WALL Project Name: EXIT LIGHTS FE FIRE EXTINGUISHER (IN ACCORDANCE W/ NFPA 10, CONSTRUCT HANGAR C O EXACT LOC NS TO BE FIELD VERIFIED W/ CITY OF SEBASTIAN FIRE DEPT.) O INDICATES MAX. EGRESS CAPACITY @ EXIT DOOR. Q Drawing Name: SIGN NUMBER - SEE SHEET G0.0 S-1 LIFE SAFETY PLAN 'B' (SPRINKLERED) INDICATES EXIT ACCESS TRAVEL (300' MAX. ALLOW. PER FBC TABLE 1016.1) FDOT Project No.: FAA A.I.P. Project No.: 425750-1-94-01 - 'S-2' (SPRINKLED] INDICATES EXIT ACCESS TRAVEL (400' PER FBC TABLE 1016.1 & 150' BETWEEN Date: Issue: EXTERIOR DOOR PER NFPA 409, 8.8.1.1) FEBRUARY 2016 BIDDING Scale: Drawing Number. 1/8" = 1'0" LS1 .0 W U W .4 t_I 3 B A-2.1 A-3.0 178'-4" 135' 2118^ 12'-0' 5.8" 22'-6" 90'-0" CLEAR OPENING 22'-6' TRACK DRAIN SLIDING HANGAR DOOR SLIDING HANGAR DOOR -------------------------- "___ �_ -- _ -I -- .- _ �nlPx.;, ,tea ,... �3..., - - - --------- -------I------------------- - - c I A--------- ----___---------- ------*fit^ ,�Stil- ---___ ^k ..it— -------------- ------ ILS r� l{r--- — iii :'`,_ _. -- ---------�-------------------- ` O I —----------- � ------------------ -- 7�^%''f _ •y, r•-., -F. 100 b -7 - --. ` ---i------------ --------------------------�� - ---- ----- -----� 1 a ,..;. , s�.z..:�..::..., _:1 . �,.,cr. x...s?,.k:rw' � _ �x:?t!'c`Ix:i _..s tx,.;3^MiV$:3„ 'j7^Y7•."t4'ri�Ntx�'s�x:�?:Xv7:'i�•:,w'�, e �y •� i..... �_ ,. �,.- 5': Ft•t - - .. �x'^rae.�.:��:2sr._�x.s"£:',�:�Y%iiry+,%?%ti�:r'.;`?%�"#��;rri:`�� �i.6•lc"1�.s\tY�S��;�i�?:�i�r."_$r�:r.,.�i��riu'41-`•'si'q1�}ci�u;citrx_�.'7e:�.'-Y�<7��.:i�z'<:i�� \ —r �c -iI UUP'' j n FINISHED \ 6"0 3'-0" GALV MTI. BOLLARD 113 <5 REF DETAIL ##/##- v { OFFICE (TYPICAL) OWn FEM 101 w y, N fA ¢ O 0 N — — — — — H �., FIRE RATED FE) \ c —I ! 1 I- C.M.U. E.J. (iYP.) ?` F -E) FINISH E�`Q . , — c, CORRIDO 102a . EPO)Y I- — — — — -� f I L — -- N CARPET ` FLOORING QF HANGAR BAY F- I I PAINTED GRAPHIC & _ N STORAGE ' 4 102 ' I I PAVEMENT MARKING (TYP.) M 1= 201'10` S )UTH LEAN - O — — — — — -. i S )DARE FOO AGE: 1,907 SF 2 NORTH LEAN --O 133'-8112" I 21'" 2 J; A-2.0 ISQUAREFOO"'AGE:1,9D7SFI ¢ f A-2.1 o i C.M.U. L.I.(rYP.) 21/2" SLOPE 21/2" SLOPE 1► -s 113: OFFICE¢ i � s 1 EPDXY SEALED CONC. y 103 w FLOORING r- N TRANSLUCENT PANEL ABOVE, TYP: ' A a ------ ---= ' may: -- FUTURE A A-3.0 AIRCRAFT------- I WOMEN A-3.0 HANGAR 113 I A/C CONC. PAD REF.i FUTURE 3SINKAND 3 MECF� BREAK,t�tEA. ROUGH -IN I I 100 ---- `-� PLUMBING AND CAP. _ — — — - — I I -J / _ > I ?. %� I co R GH -IN FDs @ EA. RESTROOM - I; FUTURE NATER HEATER � � � I` � � � � � � � �r ,' `I I �r & WER LINE FOR FUTURE I I L___ _ __J L _ _ _ _ _ o �_� III ' ' < CO VECTION & STUB OUT 3'-0' FROM TRENCH DRAIN AND VAULT, SEE PLUMBING l I- I ❑ �` 1" ' �'LU . FOR FUTURE CONNECTON 3 y` CARPET 1 EPDXY �j EL: -21/2 I y _ 105 CARPET " ; FLOURING (REF. CIVIL DWGS. FOR OIL SEPARATOR) o w �� A-1.4 i 6'-0" IHANGARBAY SQUARE FOOTAGE: 11,880SF1 Ire 1� I I a - W 106 I o L- — — — —'— J �— I- = - ' �L- - `--FUTURE E 10 ILE VCT z MEN m I I I rl " = 114 Y C-4 O 1 CORR. -° , r S-ORAGE 108 o I . O J L_I L ---- - 115 >� I � I EL" - I -�-- HI/LO WATER COOLER VESTIBULE 5' 0" 15'-0` 1, M I PAINTED 'RAPHIC ON FLOOR t r ' 1 10 VCT I I N l 5'-0' FOR CLEAR EGRESS Flog] -- 1\ I - 6.0 3'•0" GALV MTL. WLLARD PAINTED GRAPHIC & PAVEMENT MARKING (TYP.) REF CIVIL DWGS FOR -�-� 10 4'-0"x2'-0" FR. WOOD TELEPHO REF DETAIL (T14'ICAL} N ��EQUIP. BOARD -PAI SIDEWALK & RAMPS NO AIRCRAFT BEYOND THIS POINT EPDXY q 1 a 110 V EPDXY ci nr� tt�rr SEALED C01IC. „ I 109b I 115 y :- 1 5a IlJ (Y, - r1n n ih .".L..J.L, ., C,.. .w E".r ..,.�r.., t_t ,C>,; . > F •t4fxa, `-,':'t;c- u:'�3-::�«:v.c; �:^....Pv^.>R .. ...}.1 y .....,....,Fu •,,r x;,c...:c..:,,.z,..-i... ..q::\:.:'-• - Mc w•......s:C a,:'• •<.... _ !✓4._ . t._, _ 1'� ./ ' �V r.•.n-F;,...;� ,.✓wri.rvxv...L.,.,wrw,,,._. n.n '_,,..,_.ev5-.� ,..F�,w.n.,_..,_sr`Y;.'��i1F r '�.r_.3 w.�,r __ �_.+::i's,. ,�:wi"v,_ .i z,. ( COMPRESSOR ! ® I I__________ -- I C ELECTRICAL ROOM � �KNOXBO O C 0--� 13'-8"1YP. 13'-6'TYP. 4=10' 12'-0" cc 109c X r r i .. ROOM 111 I I �OF LOUVER I 110 .. 6"t3 30" GALV MTL. BOLLARD REF DETAIL ##/## (TYPICAL) LING CHAIN LIN . K GATE STUCCO FINISH / 1 11 "I I / / 1I 2-0n ( j. B W1'3. STRANDS STRAT. LNDS OF BARBED-WIRE ( I I SHOWN DASHED REF, DETAIL 1/A1.3 CONT. S @ MTUCMU / L STUCCO FINISH SH�WN DASHED I A-2.0 A-3.0 JUNCTION I I 21'-71/2" 27'-0' 2T-0" y r 271 ' y 2r -V - . 2? -V 21'-8" REF CIVIL DWGS. I I IFO DRIVEWAY I A B C p E F G ti H )6 NORTH FLOOR PLAN REF. CIVIL DRAWINGS FOR A-1:0 SCALE: 1/8" = V-0 SIDEWALKS & DRIVES SQUARE FOOTAGES AIRCRAFT HANGAR 11,880 S.F. LEAN-TO (NORTH) 1,907 S.F. LEAN-TO (SOUTH) 1,907 S.F. TOTAL GROSS 15,694 S.F. 1 II I 5 i. MUNICIPAL AIRPORT SEBASTIAN, FLORIDA r • r INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LINEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813) 889-3982 ARCHITECT BUSINESS NUMBER AA26002484 Designer: Checked by. MLM WAH Jr. Technician: Baker Proj. No.: MLM 139975 Engineer or Architect of Record fLOgj NO 0 j ARCHITECT OF RECORD MIGUEL L. MARTINEZ, AIA AR 94191 Notes: s m . REVISIONS No. Description Date By Project Name: CONSTRUCT HANGAR C Q Drawing Name: FLOOR PLAN FOOT Project No.: FAA A.I.P. Project No.: 425750-1-94-01 - Date: Issue: FEBRUARY 2016 BIDDING Scale: Drawing Number: 1/8" =11011 A1.0 A 0 < _ o O 0 0 0 1 .2 3 OBSTRUCTION LIGHT SAVE HT. I I I SEE ELECTRICAL I EL.: VARIES i I 26'-6" TO 31'-11" I EAVE HT_ ..... ; EL.: VARIES 15'-0" TO 17'-8" N — __.....-......._........_....._...:......._._.....__._......._.._..........__........._.._.:.._._.............._.._._... _..._._..__...___._____ _..._.. _ ___.._._._..._,.....__....___._.__....._.__.__.._,.._.._____.___....._.._....._.._._._.___._.___._.__.._..__.__.___.._.___....:__.w.__.__.. __.__.__ _..._,.__. __._....._..---..._ _ _:._._..___._.___.._.____.__.__ _ ._.__.___.__....__•____--.--.._._..._.._....._..______._.._._._--'--.-.--_._-.__._._--_-'--_._----..._ ______.____._:..___..._____._._______.--'--.-.--•_-_-.---__.—__._________.___._____._'__---_._..._:._._� __ _. _.._.___________..__.__.. __ _._...� _.._.___._._--•---...____.._---_---.____.._.._.._____ 40 .. 8� �—�---_______--__--_-__ _.�..�__._----_—_- .• - —. -- —_— • .. .. is ----_ ._____ — � �.-J��M . �- - _--► I: a 5J C) EAVE HT. - - ---=�---i N_....._._._._.__..._...._.._._......._...__...._,_..._......_.,......_..__.__..._..-._..._______.._.._w_.___._.._..__........__..-_Y-.___._:._«....._-._________.. �____.__._... _____._-.._ _.____..___-_ _______.__--.__._ - __ ---- : (+) 32'-3"MAX. ..__....._.. _ _ _12 ___ _ _-__._� ELMAX Lq — —__ - _ ---- i R• 8 • 1 • _.._.._................. . __--_..__..._..__..._.....__-_._........._-_____w..__..___..__..._..__.___._..__.__... ...... ................_._..._.________..._.._..__._._.._..._..___._.-_......____.__._._.._.__....__._..._----._....__.__.__ 1; I I _ 5 o HT. _ 2 ._ 2 EL.: (+) 26'-6" _...____.:___.:_._._ A-1.1 _........__.......__....____.__ _______ _ _ _. _.____.__...___._.._.. _.__.-_.._._.__ . _...._......_.______..____.____._...._... __---_..__..___..__.-. _._.__ ____.._______._ _...._____ ___._._ ______. ________._.______.—_ _ .. __.._.-__._._._._..,__ A-1.1 _.._.._,.._. —_..__._.w.._ N _.,____..___............ ... -_...__.._....._,_..... ._......_....__.....•..___.__......__.__..._.- _.._.... _._._... __... - 12 - -.12 EAVE HT. 1 1 _ . _...... _ ... _.. _ _._... -- ...- - - -- _ _ _ _ ___ _....... _ ....__... '-'- --------------- 6J - - -- - - 6_i A-1.1 • 9� __.._.._...___....._... _... ............. ._..._-_..__._.___._____--_ EAVE HT. 1= j 7, 7 + �— - - A-1.1 -- I' 8 __......__..w......-..._..__-.___..._..._..___.__.._._____._._.__._.__._.......____......_ _..__,_ _ _._.....,,., _ _-__..___ L9 �_ ___ _ __ --�s--��EAVE HT. EL.: (+) 26'-6„ -12 _ 17— EAVE HT_ „ I ' C� 11' 1 i t EL.: (+) 9-9 1/2 ! bR AIS tvIETA'_ s I;GE LSP ONTliJUOLS vi/ urs n r, -+tvrl CLIFS cO 1 RIDGE " CAP DETAIL A-4.1 N.T.S. 1 TOP OF RIDGE... .............. ___ .......... --......... ....... ....... ___..__....._._._._._._..._._.-....-----...._.______._._._.._._._ __-___..._____._._____. .,___......... _._._._...._...__._...__._____..__.___........__._..... _........ _.__ '- EL.: RAKE HT_ OBSTRUCTION LIGHT 3 EL.: VARIES 4 E , 4 26'-6" TO 31'-11" A-1.1 I A-1.1 E _HT_. EL.: (+)26,-0T, I ' ROOF PLAN/ FRAMING PLAN A-1.1 SCALE : 1/8" = 1'-0" PRZ-•tIV. META:_ S4DiNG ON °iGhfiNAL SIZE HORZ- METAL P.;RRING a 4'-G'.0.+. .. ROOF TO WALL F'_ASHINC . ROOF -tS . ER t STANFUN"i SCAM METAL CLOS S2E fc SEs•. CWSLP.E 6" •+/iNYL -FACED I''IS,, iON (R- 19', (TrPi.ALi I �`� ,• `r. �• t n TYP. INTERLOCKING 2 STANDING SEAM PROFILE A-1.1 N.T.S. 3 FLASHING DETAIL A-1.1 N.T.S. POOF FA:- i N'cF—t S UCCNE 1 r--- TAPE MASTIC T g2AP `1 i ST=11CT'!RAL FAS 2 ^ER PURLIN'- �- t STANDING SEr^.M PANEL CLEF STANDI;N;G EAM PANE;_ -1 l RAKE FLNIXNG SEE 1AFR. BLDG. � -,-.•e T'-ilr.l Af_ ._,- ^:,_. - - •' ��� l_j� __•a -_-GABLE Tv1GLE i i f / r ' L `' - RAKE' SUPPORT T '.L r -ST - PJ �-- — --- + -0" O.C.:JR \ •\ �-- OUTSIDE NEOPRENE GwS�JRE 4 TYP. GABLE END TRIM A=1.1 N.T.S. MUNICIPAL AIRPORT SEBASTIAN, FLORIDA INTERNATIONAL MICHAEL L BAKER INTERNATIONAL, ONAL INC. 5020 WEST LINEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813) 889-3982 ARCHITECT BUSINESS NUMBER AA26002484 i Designer. Checked by. WAH Jr. WAH Jr. Technician: Baker Pro]. No.: EG 139975 Engineer or Architect of Record RO �T .Cp 1 k► l b Notes: REVISIONS No. Description Date By ROOF KEY NOTES © METAL ROOF PANEL PER METAL BLDG. MFR., GAUGE GALVALUME "R" SCREW DOWN PANEL WITH CONCEALED ROOF FASTENERS. ® STANDARD RIDGE FLASHING © STANDARD RAKE TRIM ® EAVE STRUCTURAL PER METAL BLDG. MFR. Q RIDGE .MONOVENT, 9"0 x 10'-0" LONG WITH BIRD SCREEN AND DAMPER SEALED TO ROOF, POLAR WHITE, PER METAL BLDG. MFR., TYPICAL OF (6). Project Name: Q METAL GUTTER PER METAL BLDG. MFR. 0 STANDARD DOWNSPOUT, TYPICAL (MAX. SPACING 30'-0") ® STANDARD DOWNSPOUT TO LOWER ROOF, TYPICAL CONSTRUCT HANGAR C 0 3'-0"x10'-0" TRANSLUCENT ROOF PANELS PER METAL BLDG. MFR., TYPICAL OF (24). NOTES' Drawing Name: 1. TRANSLUCENT ROOF PANELS ARE PART OF THE PRE-ENGINEERED Q METAL BUILDING SYSTEM AND WILL NOT REQUIRE HURRICANE SHUTTERS. THEY CONSIST OF TRANSLUCENT HIGH IMPACT FIBERGLASS. ROOF PLAN FDOT Project No.: FAA A.I.P. Project No.: 425750-1-94-01 - bate: Issue: FEBRUARY 2016 BIDDING Scale: Drawing Number: W 0 O W 3 It ... .... . ...... I ..... . . ....... . . .... 1r, I 11, P 11 1 1 M, 11 7ffli Aft, 1, 11 0J Q"'41 xo o o o T111`1 n"HINNEffim IT 0 0 0 01 l 0 1. 0 O I ) F F L _I O �; ( Qf A 0 < U_ 0 0 CY) // �/ r 10 0 0 �0 o 0 0 C) FO TT 0 EXPOSED STRUCTURE ABOVE GENERAL NOTES REFLECTED CEILING PLAN LEGEND REFLECTED CEILING PLAN 1. INTERIOR CEILING DIMENSIONS ARE CLEAR FINISH INCANDESCENT SURFACE MOUNTED A-1. SCALE: 1/8" V-0" DIMENSIONS MEASURED FROM THE FLOOR WITHIN 2'x TSEE THRU LAY -IN CEILING TILE /SUSPENDED THAT SPACE UNLESS OTHERWISE NOTED. GRID SYSTEM CONTRACTOR SHALL VERIFY ALL DIMENSIONS LAY -IN RETURN AIR GRILLE AND NOTIFY ARCHITECT OF ANY CONFLICTS. 9;. -SEE MECHANICAL DWGS. 518" GYPSUM BOARD CEILING (PAINTED) .2. ACOUSTICAL PANEL CEILINGS ARE INSTALLED AT 10'-0" AFF TYPICAL UNLESS OTHERWISE NOTED. GYPSUM BOARD SOFFITS AND CEILINGS ARE LAY -IN HVAC SUPPLY GRILLE INSTALLED AT 8'-0" AFF TYPICAL UNLESS 2'x 4' LAY -IN CEILING LIGHT FIXTURES (SEE -SEE MECHANICAL DWGS. OTHERWISE NOTED. IL 0 JI ELECTRICAL DWGS) /SUSPENDED GRID SYSTEM 3. SMOOTH FINISH AND PAINT ALL GYPSUM BOARD CEILING/RECESSED EXHAUST FAN -SEE MECHANICAL DWGS. SOFFITS AND CEILINGS. 1. x 4' RECESSED LIGHT FIXTURES 4. PAINT ALL EXPOSED DUCTWORK, STRUCTURAL. 1 0 EXPOSED LIGHT FIXTURE AND MISC. STEEL, FRAMING, DECKING, PIPING, SUSPENDED LIGHT FIXTURE CONDUIT, ETC. COORDINATE SPECIFIC COLOR REQUIREMENTS WITH OWNER PRIOR TO PAINTING. SUSPENDED LIGHT FIXTURES W/ SPRINKLER SYSTEM PIPING SHALL BE RED; PROTECTIVE WIRE CHAIN COMPRESSED AIR PIPING SHALL BE BLUE; EXIT LIGHT GAS PIPING SHALL BE YELLOW, OTHER PIPING/CONDUIT MATCH ADJACENT FIRE RATE WALL - SEE LIFESAFETY PLAN SURFACES.- Vn WALL MOUNTED LIGHT FIXTURE .5. CENTER ALL RECESSED LIGHTS. SPRINKLER HEADS AND -OTHER ITEMS IN ACOUSTICAL CEILING PRE -FIN. METAL VENTED SOFFIT PANELS, PANEL/TILE AND IN SOFFITS UNLESS OTHERWISE SOUND ATTENUATION BATTS ABOVE CEILING BY METAL BLDG. MFR. NOTED. 2 3 4 0 in N—N to I MUNICIPAL AIRPORT SEBASTIAN, FLORIDA INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LINEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813)889-3982 ARCHITECT BUSINESS NUMBER AA26002484 Designer: Checked by. WAH Jr. WAH Jr. Technician: Baker Proj. No.: EG 139975 Engineer or Architect of Record Notes: IM REVISIONS Description Date By Project Name: CONSTRUCT HANGAR C < Drawing Name: REFLECTED CEILING PLAN FDOT Project No.: FAA A.I.P. Project No.: 425750-1-94-01 Date: Issue., FEBRUARY 2016 BIDDING Scale: Drawing Number. NTS A1.3 Q A FINISH SCHEDULE- HANGAR&OFFICES a ROOM NAME FLOOR 'WALLS BASE CEILING NOTES LU "NORTH EAST SOUTH WEST o MT'L FIN. ... CC= MT'L FIN. ' MT'L FIN. MT'L FIN. MT'L FIN. 100 HANGAR CONC.. EPDXY MTL PANEL : -. CMU/MTL P PT/- MTL P. PTI- CMU/MTL P. 101 FINISHED OFFICE CONC. CARPET GYP. BD. PT GYP, 6D. PT GYP. BD. PT GYP. BD. PT VINYL A.C.T. MUNICIPAL AIRPORT 102 FINISHED CORRIDOR CONC. CARPET GYP. BD. PT GYP, BD. PT GYP: BD. PT GYP. BD. PT VINYL A.C.T. 143 OFFICE CONC. CARPET GYP. BD. PT. GYP. BD. PT GYP. BD, PT GYP. BD. PT VINYL A.C.T. SEBASTIAN, FLORIDA 104 FUTURE BREAK AREA CONC. CARPET. GYP. BD. PT GYP, BD. PT SIR GYP. BD PT MR GYP, BD PT VINYL A.C.T. : 106 WOMEN CONC. CT RR GYP. BD ° PT IIR GYP, BD * CT AR GYP. BD. CT IR GYP. BD. PT CT GYP. BD * SEMI -GLOSS PAINTIMR BOARD 107 . BD ` CT . BD * CT . BD * SEMI GLOSS PAINTIMR BOARD MEN CONG.. GT RR GYP ITR GYP AR GYP BD PT �R GYP BD PT CT GYP - 10 8 CORRIDOR CONIC. VCT GYP. BD. PT GYP, BD. PT GYP. BD. PT GYP. BD, PT VINYL A.C.T. ATTACH TOP OF 109. VESTIBULE CONC. VCT GYP. BD. PT GYP, BD. PT GYP. BD. PT GYP. BD. PT VINYL A.C.T. PARTITION FRAMING 110 ELECTRICAL ROOM CONIC. SC GYP. BD. PT GYP, BD. PT GYP. BD. PT GYP. BD, PT VINYL GYP. BD INTERNAT 1 0 N A L W/ CONT. SOLID STRUCTURE ABOVE METAL STUBUD RUNNER 111 COMPRESSOR ROOM " CONC.: STUCCO PT STUCCO, PT GATE PT STUCCO PT - - R - 112 STORAGE CONC. SC GYP. BD. PT GYP, BD. PT GYP. BD. " PT GYP. BD. PT - - MICHAEL BAKER INTERNATIONAL, INC. CEILING -SEE RCP. ATTACH 6" FIBER GLASS BATT 113 FUTURE WOMEN CONC. Sc - - - - - - - - - - 5020 WEST LINEBAUGH AVE. SUITE 240 TO STRUCTURE ABOVE INSULATION 114 FUTURE MEN -CONC. SC - - - - - - - - TAMPA, FLORIDA 33624 (813) 889-3982 �- - J,. :., .,ti � w_ --'-• nv� \- < _Ir.., _ 4s, - 115 STORAGE CONC. . SC GYP. BQ PT GYP., BD.. PT GYP. D. PTGYP. BD PT ARCHITECT BUSINESS NUMB ER AA 26002484 CEILING -SEE RCP. ATTACH NOTES:. STRUCTURE ABOVE Designer. Checked by. 1ALL FINISHES PER PLAN NORTH. CONT. SEALANT T :PROVIDE FLOOR TRANSITION AT VCT (TYP.) do WAH Jr. WAH Jr. 3„ ACOUSTICAL BATT INSULATION (FULL LEGEND:: Technician: Baker Proj. No.: HEIGHT) PT" - PAINTED CONC. -CONCRETE MR -MOISTURE RESISTANT GYPSUM WALLBOARD CT -CERAMIC TILE GYP. BD. -- GYPSUM WALL BOARD VCT - VINYLCOMPOSITION TILE S.C. - SEALED CONCRETE ACT -ACOUSTICAL CEILING TILE EG 139975 MTLP. - METAL PANEL EXP. - EXPOSED . - Engineer or Architect of Record 5/8" TYPE -X 3-5/8" 20 GA. METAL FIRE RATED STUDS @ 16" O.C. GYPSUM BOARD SEMI -GLOSS PAINT 5/6" TYPE -X FIRE RATED (MR) GYPSUM BOARD = METAL RUNNER ATTACH TO FLOOR @ 12" O.C.-TYP. FINISH FLOOR -SEE BASE AND FLOOR ROOM FINISH PLAN AS SCHEDULED ON FIN. PLAN TYPICAL PARTITION AT BATHROOMS A-1.4 SCALE: N.T.S. ATTACH TOP OF STRUCTURE ABOVE m PARTITION FRAMING A-1 W/ CONT. SOLID I GYPSUM WALL BOARD METAL STUD RUNNER v FULL HEIGHT WHERE TOILET TISSUE DISPENSER ACOUSTICAL BATT INSULATION INSTALLED A-3 SANITARY NAPKIN VENDOR. CEILING -SEE RCP. ATTACH FA -41 TO STRUCTURE ABOVE--,,, TERMINATE GWB ABOVE CEILING A-5 ON WALLS WITHOUT ACOUSTICAL 49" TO TOP OF UNIT BATT INSULATION 518" TYPE -X 38"-40" TO CENTERLINE FIRE RATED GYPSUM BOARD 3 5/8" 20 GA. METAL STUDS @ 16" O.C. U.N.O. 3Y2" ACOUSTICAL BATT INSULATION (FULL HEIGHT) @ OFFICE WALLS 5/8" TYPE -X FIRE RATED < GYPSUM BOARD WALL BASE -SEE FINISH SCHEDULE WALL BASE -SEE FINISH PLAN FINISH FLOOR MATERIAL -4= SEE FINISH SCHEDULE 1,METAL STUD RUNNER - ATTACH TO FLOOR @ 12" O.C.-TYP. 2 TYPICAL INTERIOR PARTITION A-1.4 SCALE: N.T.S. WOMEN - 13-10 106 61_011 y '4 i _A, A-1.4LO co j LJ -' A4 �;. r CORR { - 4„ r- j--ti----.t I I __L.. I ► A 1fl -to 108 A-10 I iA 2 N C0 - - - 6 — 14 8 t 3'00 A-7 . - { i — o �7 o _ I_ —J � _ Q o %l 'Lo Co LO 7 /9 A-11 j 1 t f - MINS„ MAX x ; :...._ , Y „K MEN V E i; ...... ESTJ�UL 107 109 1 4 TOI LET ROOM 100 ELEVATIONS A-1.4 SCALE :1 /4" = 1'-0" ENLARGED FLOOR PLAN 3 BATHROOM A-1.4 SCALE: 1/4" = 1'-0" TOILET ACCESSORY SCHEDULE A-6 DESCRIPTION MOUNTING HEIGHT A-1 PAPER TOWEL DISPENSER 66"-70" TO TOP OF UNIT A-2 TOILET TISSUE DISPENSER 28" TO TOP OF UNIT A-3 SANITARY NAPKIN VENDOR. 54" TO TOP OF UNIT FA -41 SANITARY NAPKIN DISPOSAL 30" TO TOP OF UNIT A-5 LIQUID SOAP DISPENSER 49" TO TOP OF UNIT A-6 COMBINATION TOWEL DISPENSER/ WASTE 591/2" TO TOP OF UNIT RECEPTACLE (SEMI -RECESSED) A 36" GRAB BAR SEE INTERIOR ELEVATIONS A-8 42" GRAB BAR SEE INTERIOR ELEVATIONS [-A-91 18" GRAB BAR VERTICAL SEE INTERIOR ELEVATIONS A-1 MIRROR UNIT SEE INTERIOR ELEVATIONS A-11 COAT HOOK WITH BUMPER 38"-40" TO CENTERLINE i, 3'-4" I Q I ; AZY I I - - i y ---AltI ii 04 I A 5 TOILET ROOM A-1.4 SCALE: 1/4" = 1'-0" A-6 I , N I - ..._. .... }.__,. _ ._.. ___._._.... .._.� 6" MAXI_ �-8"MIN BC i 1'-6" 107 ELEVATIONS 5 U ft Notes: Ib REVISIONS No. Description Date By Project Name: CONSTRUCT HANGAR C Q Drawing Name: ENLARGED FLOOR PLAN & INTERIOR PARTITION FDOT Project No.: FAA A.E.P. Project No.: 425750-1-94-01 - Date: Issue: FEBRUARY 2016 BIDDING Scale: Drawing Number: rAW w 2� 3 4 TYP. 1 314"x4 112" STOREFRONT JAMB COVER WINDOW SYSTEM PROVIDE INTERNAL FLASHING DOORJAMB AS REQ'D BY MANUFACTURER " LSH. WD: SH. WD. SH. WD. SH: WD. SH. WD, THRESHOLD GIRT DOORJAMB /- MUNICIPAL AIRPORT END DAMS WITH SEALED — — JOINTS BACKER ROD � '- � � • � . METAL FRAME TYP. @ �y _ WALL PANEL I I �` �-- : - ��'� --- SEBASTIAN, FLORIDA SEALANT CONT. WINDOW,DOOR, & WALL FASTENER (1'-0" O.C.) j • • c . LOUVER -AS I 5/8"GYP.DRYWALL . WINDOW BASE/ SILL TRIM BY METAL SCHEDULEC , BLDG. MFR. SET IN FULL BED OF HEAD FLASHING . % i ON FURRING_ \ , _ _ ` _ • SEALANT CONT. SEALANT I ,t I ki BLIND RIVET . ; f ' r r METAL. FRAME TYP. @ (2'-0" O.C.)_17 . \' • \ ; LOUVER -AS SCHEDULE —DOOR HEADER. ' t `� `, 11f WIDOW SILL FRAME ....--_ METAL WALL PANEL JAMB FLASHING WINDOW,DOOR, & N T E R N A T I D N A L BY METAL BLDG. MFR. W/FASTENER @ 1-0 O.C. BY METAL BLDG. MFR. BLIND RIVET (2'-0" O.C.) METAL BUILDING HEAD COVER HEM FLASHING WALL PANEL FLASHING , , ` \ MICHAEL BAKER INTERNATIONAL, INC. 1� t� 5020 WEST LINEBAUGH AVE. SUITE 240 ( TAMPA FLORIDA 33624 813) 889-3982 ARCHITECT BUSINESS NUMBER AA26002484 DOOR ..JAMB I DOOR HEADER , ECT A TYPICAL WINDOW SILL B METAL SIDING STL FRAME 'METAL'-. -SIDING Designer Checked by. / c �s ::.. A-1.3 N.T.S. A-1.3 N.T.S. A-1.3 N.T.S.. - - : - WAH Jr. WAJr. Technician: Baker Pro}. No.: EG 139975 - w $'_O,► , Engineer or Architect of Record 2-41 3'-1 a" '3'-10° -211 �' 6'-4" .i� 314T - o DOOR WIDTH PAINTED GYP. BD. 1r ♦N -•} �f. _._ ON METAL STUDS � �__ ...- '- o BATT INSULATION zI � ��I NYL. i`s � i RH`d - .SATE, C, 'PAINT RATED H.M. F ? ?......•• I TO MATCH WOOD TRIM I i - '� = q U L • /C* I m¢ .,,�.��•, � -. r 2" I Fy C r I• i P Q .6 •� cli(,-- J � _ E I in 2' 21/2.OVERLAP �, NEOPRENE DOOR AS SCHEDULED i II'"II A-1.3 Tri N • FQ DOOR SWEEP : r,,€ 0'-0" " U t . . -�1-- FA gO Q. Q FIXED WINDOWS D SLIDING HANGAR DOOR E DOOR JAMB/HEAD (@ INT. DOORS) F DOOR MARBLE SILL FRAME TYPES WINDOW ELEVATIONS LOUVER DETAIL Notes: A-1.3 N.T.S. A-1.3 3" =1'-0" A-1.3 N.T.S. SCALE: 1/4" =1'4" SCALE: 1/4!'= V-0` N.T.S. NOTE: ALL LOUVER OPENINGS TO MEET IMPACT RESISTANCE AS PER FBC 16092.1. w SEALANTCONT. (MCA) 5r MW. ON Vr GALV. METAL FURFM@18'O.C. DOOR SCHEDULE—HANGAR &OFFICES HOLLOW METAL FRAME U.L. LISTED AS SCHEDULED U' ' L LISTED & LABELED ROOM NAME SIZE HARDWARE REMARKS DOORAS SCHEDULED r UNDERCUT DOOR AS SCHEDULED ALLOW 30 DOOR 5' I PAINT TYP. ri ; � _ z !-, MASONRY JAMB ANCHOR 3 PER CLEARANCE / { JAMB MIN, (3) 3h6'fb FASTENERS ! L @ PRE•CASI' LINTEL HEAD oui _ THRESHOLD—VERT. FILLED CELL REINF.WF-d �WI 1115 CONT. 8130M P.S.I.. cc p �NEWALUMINUM SADDLE THRESHOLD /F7 CONT. BED OF SEALANT (2 HR W O U W p H LLJW BE ANCHORED PER MFRS. FIRE RATED SEALANT @ C.M.U. Flll SOU6 Wl GROUT CONC. M W U O C? m a J p I._ p 0 m RECOMMENDATIONS HANGARWALI) i2'C.M.U.WALL _ D- < F.. W W 0 Q F- -a C11Q CC O CC CI.. i-- O � � Q < 2.. Z =_ t'- Z W (D p CA CC W Cn a GD LU= 2— Z W W =_ O OLU Y Y U3 U UJ Z= Z W F.. W W N W [t] p O Q p W = p¢¢ O _ W� S W z cv °° � cc = Q G DOOR SILL DETAIL H DOOR JAMB (@3 MR. FIRE RATED CMU WALL) p = F- a 0.0 00 a ¢ W �-- � _ 2 � � U� � A-1.3 N.T.S. A-1.3 N.T.S. 1 00 HANGAR A HM 3'-0 7'-0" 1314!' O — — — O — O — -- — O O O O — — HM B B,C,G 100b HANGAR (ROLLING HANGAR DOOR) B STL 15'-9" 22'-10' 13/4! — - — — — — — - - -- — — — — — * — -- * GALV. METAL FRAME 100c HANGAR A HM T-0" 7'-0" 13/4!' O - -- - O — O — — — ® O ® O — — HM B B,C,G 3 ROWS BARBED WIRE 100d HANGAR (ROLLING up DOOR) E STL 20'-0" 10'-0" 2" - - — — — — — — — — — — -- -=- = * — — * GALV. METAL F RAMS APPROX. 4" APART GALV. METAL TRACK BY 101 FINISHED OFFICE A HM 3'-0" 7'-0" 13/4" O O O 22'-4" METAL GATE MFR. 102 FINISHED CORRIDOR 'A HM 3'-0" T-2" 13/4" O O O O O O O -- -- HM B B,C,G y EQ. EQ. EQ.SLOPE CONC. CAP 102a FINISHED CORRIDOR A HM 3'-0" 7'-0" 13/4" O O O O. O O O A HM B H,G 6" OD GALV. PIPE — CONC. FILLED 103 NOT USED __ ------ - 5'_g" 5'_g" :;- el �� 104 FUTURE BREAK AREA A HM 3'-0" T-2" 1 314" ® ® O O O O A — HM B H,G ` q 105 FUTURE BREAK AREA NOT IN CONTRACT _ co o _ 2, OD = c f 106 WOMEN B WD 3'-0" 7'-0" 1 3/8" O O O zo - ® O B — HM B E,F o �, (TYPICAL) �' 107 MEN B WD 3'-0" T-0" 13161 O O O O O O O B HM B E,F ___-- __—__...___ _..._------._ ___-� FINISH GRADE co '1 I 108 CORRIDOR B HM 3'-0" 7'-0" 13/411 ® ® O ® O — — HM B E,G I I I I 21'-8" I I I I 1121'-8" 11 1 I _ l111; FINISH FLOOR 109a VESTIBULE - A HM 3'-0" 7'-0" 1 314" O ® O O O O O — — HM B BAG q � � rji - I (I 1 I (I I I (I I III 1 109b VESTIBULE A HM 3'-0" 7'-2" 13/91 O® O O O® O O A — HM B H,G I I I ( I I ( I bLAV, METAL FENCE WITH �o�LLI'J LTJ L_uJ L�J�-18"0 CONC. FOOTING LOCK FOR PAD LOCK 109C VESTIBULE A HM 3'-0" 7'-2" 13/91 O O O O O O O O - — HM B B,C,G ISOLATE FROM BLDG. (LOCK BY OWNER) 110 ELECTRICAL ROOM A HM 3'-0" 7'-0" 13/411 O - O ® O O O O — — HM B B,C,G GLAV. METAL FENCE WITH LOCK FOR PAD LOCK (LOCK BY OWNER) FOUNDATION & ROLLER GUIDES SUPPORT ON GLAV. METAL FRAME W/.END STOP 113 STORAGE A HM 3'-0" 7'-0" 1 314" O O O O O O O — HM B B,C,G 1 CHAIN --LINK GATE DETAIL COMPRESSOR GATE DETAIL 113a STORAGE D HM 6'-0" 7'-2" 13/4" ® O O ® ®® � B — HM A H,G 2 115 STORAGE A HM T-0" 7'-0" 13/411 O O O O O® ®—— HM B B,C,G A-1.3 SCALE: N.T.S. A-1.3 SCALE: N.T.S: 115a STORAGE D HM 6'-0" 7'-2" 1 3/4" O O O ® O O O B• — HM A H,G 115b STORAGE. (ROLLING UP POOR) E MTL 12'-0" 10-4- 2" . — — — — — -- — — -- -- — — — — * — B * GALV. METAL FRAME NOTES: 1. DOOR RATINGS AREAS FOLLOWS: 'A' LABEL DOORS ARE 3 HOUR RATED. 'B' LABEL DOORS ARE 11/2 HOUR RATED. ALL OTHER NON -LABELED DOORS ARE 20 MIN. RATED. 2. DOUBLE/ PAIR OF DOORS TO HAVEDOOR COORDINATOR WHERE ASTRAGALS ARE PROVIDED. 1 2 3 4 5 REVISIONS No. Description Date By Project Name: CONSTRUCT HANGAR C Q Drawing Name: DOOR SCHEDULE & DETAILS FDOT Project No.: FAA .A.I.P. Project No.: 425750-1-94-01 - Date. Issue: FEBRUARY 2016 BIDDING Scale: Drawing Number. NTS A1,rj C U 1k 0 i E 2 3 . 4 0 0 B A-3.0. . OBSTRUCTION LIGHT TRANSLUCENT PANEL RIDGE MONOVENTS OBSTRUCTION LIGHT ell i SKYLIGHTS (TYPICAL) I (TYPICAL) I T.O. RIDGE 1 r ELr: (±) 32'4' MAX.' STANDING SEAMEAVE HT. METAL ROOFING ___._ _ ____.. 3__ . _xY.._..._....__ _._..__��. .-____..._._.r.__rT_ _�,,-_�: � EL.; (+}26'-6n PRE -FIN. GUTTER I , SYST. & DOWNSPOUTS I L BY MTL, BLDG, MFR., PRE -FIN,. METAL SIDING BY TYP. l � MTL: BLDG: MFR. - - f EAVE HT. PRE -FIN. METAL SIDING BY f _, - - - _ �'` f — -- EL::. (+} 15'-011 MTL- BLDG. MFR. j12 •�j ' 3a.t.,s 'E,Wj.�aa z,.. . .'_^. - . - ...-. :E::-, �sXr0tC4 � � . ' t� �a \<.,. Nkitfi F aa% ; F>— 't- S- i •a a •1 <J'r2 � EAVE HT. 9EL 91T:O. COLOR CHANGE EL. 101-01 ��SURFACE MOUNTED LIGHT. r v'1/2f `y ..t"s-, .iR,. r � ~'�<-,. �x d I -Fi -� .,. ri•M EF F.F.E. - .s:,. ,.,, _ � _ ., - ... • :; ; ,..yy :x:;,.... ELECT. DWGS. R 1 EL.. 0 0it off t s. s � !� � .' ti S. _; � ,: = • TY GAL iii P �s trl F.F.E. F. GRADE EL.: (-) 0'-6" I i 1< ' 111b � - 111a THRU WALL -VENT CAPS PAINTED STUCCO ON C.M.U. MECH UNIT IRRIGATION CONTROL - 2 NORTH ELEVATION A-2.0 SCALE: 1/8" = 1'-0" 5 0 0 I � A-3.0 - . I 3 OBSTRUCTION LIGHT , j 1 MONOVENT i i PRE -FIN. METAL j SIGNAGE BY OWNER j GABLE END TRIM BY 12 INSTALLED BY G.C. MTL. BLDG MFRPRE-FIN. METAL _ _- —_ -- _' _.� _. _ _ —. _-. —.- — -- 12 GABLE END TRIM BY T.O. RIDGE � _._ __- -<-- � � 1 t I. I 1 � � � � � � CENTER LINE y —.... ._.__ EL.: (l) 32`-3" MAX. 1 I 1 �— �11 III IIII JI1141111 1111111 III ' � 1 f ; MTL. BLDG MFR. ' ' q�;.nd11, ndal u1d1p IIu141a11Imu�I„11 ufel m lutl ur I,Iu uan111nu1 I i _ ' --- � _ mlplult lWt 11 lsi111u� '< 1 I l6 11 h I VIII - . ' - stltlriulwlullum,nl Ilu asa'a1111a1it1,0''I�'' , ., . .. ..I, - 1 11 u 1 .1111 1 1, ill - - - - T 1 _ _ i®„0„t711i1111 �'71�8 ,1411:IhtIL977:171141511'I lt'd'Otii:b• �, „„III III ' IIIIIIIII 11111111IIII X61 1111 I li If11 lil I OF LIGHT 11, I Ytl IIIw'II"11111111 ILII I' II IIII IJI111 nut' I IJl111f41111f lgeull ilnn 111 111 111111111111111111 .11 .11 mal Wild''ll0111111141I II ..yam T+ �„ s .1. �*�-Ir "" .” �” " "o + \ x^ �"�' --► •� ► y y �` ^ w 10'-102' 10`-921. 11111 11 SURFACE MOUNTED LIGHT. EAVE HT. ! �" ..... � 41 II Illl ill 1111 I, 111 li I , EL.: (t} 26`-611 REF ELECT DWG S., TYP. T.O. LOUVERS 1 1/2 12 EAVE HT. r I ! I c t I—PRE-FIN. METAL SIDING BY EL.: (+)15'-0" I �"p,, "cc �i �_ I I J ,' . MTL, BLDG. MFR. 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E TY HINGED GALV f. ,. ... _ HEAVY DU s, 'v J M -.,. ..r < ,.,<.< c. _ -„ .. .J ,.. _ y P .. > > -< _ ..._ ..r - _ ✓ - _ , t _ ,_ ` s ..,H ..., ., .. � _ ... -....< rr" , < .r _ _ . .. 1 .Y :-. .. - c 7 7 -... r♦ f .: ,. •cal _,. .�: - .. ,. ..... � _. .4Y Val - x -.� > . f-�.e_erw � r � �1unt+� _ __ � - _ ,s~ v_ <. ,A•'. .: ... .. ... .. .... ,. , J f :.a+. ,<. ,., . <?_ � -., _,,. ,... .: .< , .. - t <. _1 / `�.Y-i, ��♦ ..- .. .«. ... _ _. .: ... ... .. :. .may(. WTHL K - ._.. � ._. METAL GATE I OC r .. _ .., _ < - .., .. .. � ,-. 4 , r.. .. .., -„ 'rS,. - < - _:: ._ - •-•- - - .._ ,n_ ['+< _ moi- .... .- --. .,> -fi ��� ., ...._. '.. . -:. .. r s PADLOCK BY OWNER : �. ,. I ., �' f� ...., a ., ..< ,.....,. _ ....-_ s _ .+ ... .. ... .. . F �' _. .. , _ . .c z ' <_ >[ --, ,-.- � f .�: r!•t: _. ..- , ,. '- _ .... ..,. . <..... x.. _ .r �, ter. ... >✓- .- .-.a .� lam{ �. - •. .-„ jc 1 _ , .... �_ --: , .,, <,.. ,. - .. .. _.r <t < - . �<, _ :er_ _- _.. 1 , e _... ,F - - s r. '. 1. ..-<-� _,-- �-,w .<# �s iP aY. b- � .. - x , C I p » _ - e� _ < ._ ., a..� i ... .. .,. _< .-., <.. ,. ,.. < _.._-, .... ..: .- > v _ .Mp, - �`< t_v.- h. t x Sa.3 .ry x� 3 � .# @- •, „ _ ,,.w __e _ . F.F.E. }". x ssy-" - .s _ .. ... ... Y. .: /.. .... ., .. }, . , -. _viz <X'i, . fc 44 , zi s _._ .. 1 ,, ._. <-d",�-.. ,:. .. .mss. ,.__ .s r <,,, ,:: t. �. - f� "._`'fi.. .< � _ .,.. _ .. ___ -_ •___.'_ ___-------'—__�_-_.—_ ,.- n -.- - <.. '%' -. if `=s.., �a-..a->., 1 w� . < .� _ �, .� � >, P:�<. -,.� - _- - � ` � .. - '6 • _'1F1'� - -7• 'h � 'l{ � / 1''=�i `7\ � ^�rU 'p i � , Y a EL.: 01-011 EL.: 0'-0" LIKNOX 6" TALL LETTERS FOR METER/DISCONNECT BOLLARD, TYP. 100b j GALV. ROLLING CHAIN-LINK 111 109b - ADDRESS NEW GATE BOX LOUVER - REF. MECH WEST E A-2.0 SCALE : 1/8" = 1 LEVATION '-011 31: 5 U M w V MUNICIPAL AIRPORT SEBASTIAN, FLORIDA INTERNATIONAL 1 MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LINEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813) 889-3982 ARCHITECT BUSINESS NUMBER AA26002484 Designer. Checked by. MLM WAH Jr. Technician: Baker Proj. No.: MLM 139975 Engineer or Architect of Record Notes: REVISIONS No. Description Date By Project Name: CONSTRUCT HANGAR C Drawing Name: EXTERIOR ELEVATIONS FDOT Project No.: FAA A.I.P. Project No.: 425750-1-94-01 - Date: Issue: FEBRUARY 2016 BIDDING Scale: Drawing Number: U M t U W 5 4 B OBSTRUCTION LIGHT I TRANSLUCENT PANEL RIDGE MONOVENTS' OBSTRUCTION LIGHT . t i SKYLIGHTS, TYP. i I (TYPICAL) E T.O.RIDGE —.�.-. EL. (t) 32'-3" MAX. - � - - � �x'�Wv: - •:� r*� `.gin:: _ - . 3 STANDING SEAM. EAVE HT. _ _ _ :... .-. __ .. _•.,?; ---. - .,--,�,-•--•�••.--:.—. ..., METAL ROOFING EL.: {+) 26'-6" PRE -FIN. METAL SIDING BY __- MTL. BLDG. MFR. _ J PRE -FIN. GUTTER SYST. . / & DOWNSPOUTS BY MTL. BLDG. MFR. (TYPICAL) EAVE HT. _-_ _ !IiII1 f I!lI! (I! CIII IIII II[1 I EL.: (+)15-0" 16— PRE -FIN. METAL SIDING. BY MTL. BLDG. MFR. EAVE HT. T ��- }�: •L R CHANGE EL 9 -91/2 "coo EL �i tr 10 0 `4ty5 \ 45` %Y \ i, •'J F.F.E.SURFACE MOUNTED LIGHT. DWG TYP. `F, T • REF ELECT.S. S., Vj "S• t EL.: o a 5� ;4 r 'i :T �•rr s 4.j'. �r7 L;p - / ••5 y _ :1 a i - . �t r 4•V• F.F.E. •T 4` I 1 - -- F. GRADE V-0" •',.�. ■ - — --oma..• :- � -_.._ t EL.. � �102 PAINTED STUCCO ON C.M.U.• - THRU WALL VENT CAPS . • • 2 SOUTH ELEVATION A-2.1 SCALE 1/8" = 1'-0" 5 - - - K MUNICIPAL AIRPORT SEBASTIAN, FLORIDA 7-7 INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LINEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813) 889-3982 ARCHITECT BUSINESS NUMBER AA26002484 Designer: Checked by. MLM WAH Jr. Technician: Baker Proj. No.: MLM 139975 Engineer or Architect of Record W ARCHITECT OF RECORD MIGUEL L. MARTINEZ, AIA AR 94191 Notes: REVISIONS No. Description Date By Project Name: CONSTRUCT HANGAR C Drawing Name: EXTERIOR ELEVATIONS FDOT Project No.: FAA A.I.P. Project No.: 425750-1-94-01 - Date: Issue: FEBRUARY 2016 BIDDING Scale: Drawing Number: 1/8" = 1'-0" A2.1 0 0 U ;u 1e 0 LI_ 2 METAL BUILDING FRAME " AS REQUIRED, PAINT DOOR CLEAR OPENIN EL.: (+) 22'-10" HANGAR DOOR SYSTEM BOLLARD, TYP. — E.J. APRON F.F.E. EL.: 0'-0" TRACK DRAIN— HANGAR INTERIOR: r — PAINT EXPOSED STEEL STRUCTURE, FRAMING, MASONRY FINALWALLS, PIPING, ETC COORDINATE COLORMUNICIPAL AIRPORT Q REQUIREMENTS WITH OWNER. 3 4 METAL ROOF ON STEEL ROOF DO NOT PAINT PREFINISHED ITEMS, VINYL SEBASTIAN, FLORIDA A-3.1 A-3.1 PURLINS,(PEMB) FACING, ETC. ROOF INSULATION BEYOND EYOND G FOR (PEMB) COORDINATE MOUNTING HEIGHTS CD I w s r O STEEL FRAME/COLUMN EQUIPMENT AND PROVIDE ADDT L ` /, (PEMB), PAINT STRUCTURAL SUPPORT AS REQUIRED. N T E R N A T I 0 N A L FIRE RATED MASONRY PROVIDE HANGAR INTERIOR COORDINATION ` �� CONTROL JOINT, TYP. DRAWINGS INDICATING LAYOUT LOCATIONS, I IT HEIGHTS, SUPPORTS, ETC. MICHAEL BAKER INTERNATIONAL, INC. METAL WALL PANELS, GIRTS 5020 WEST LINEBAUGH AVE. SUITE 240 SLOPE , . , AND INSULATION (PEMB) TAMPA, FLORIDA 33624 {813} 889-3982 :-_I._l 1 I )�� 1 -��II I I l 4 l 1 l I i 1 l Il I l l I l I l- , I ! ,f I f' , _1 _1 �• I , I I I J I, ! 1 ! 1 I , I I 1 -1 , 1 1 1 1 1 , , ! 1 - i I 11 i i 1• 1 "I I 1 l1 I 1 — COORDINATE LOCATION OF ARCHITECT BUSINESS NUMBER AA26002484 FIRE RATED CMU WALL PRE-ENGINEERED METAL BUILDING I I I 1- , I I ! `I I I I -t •I 1 I 1 , I' 1 1 1 i -1 9 i ', .•. ',' . I I I - i. 1 1 , .1 I I j I 1 1 1 1 i 1 1 BEYOND, PAINT. . 'r ' I' f 1 1 1` 1' I' ' 1' I' I I I'' t I .I 1 1 1 I 1 1 I 1, I r I I, 1 I I I I I,' 1; , 1 r I I,! —� .I , 1 1 11, f 1 1 I I I I i i 1 J 1' 1 7 1 1' "1 '`, 1 -' I' , .I 1' 1 r I' 1' 1' 'i L1 ✓1 1 I. . 1 f 1 FRAMING, BRACING AND COMPONENTS WITH Designer. Checked by. .. 111IIII.Iiil11 311'Iilllll ,Iq If.11lllllltlilll I_-III111_,.Ilf,lil Illlllllill.;'1'1 1'ii_;_1,',',I}'` ..'-1ii`1'1'1'1'1'f ..i,�lll,`I'1' ' - .. WALLS, DOORS, EQUIPMENT, ETC. TO AVOID - CONFLICTS AND ALLOW PROPER WAH Jr. -WAH Jr. � ,I I1 11111111 II11111111,1I�1 SII II..'Illil'111'1 III'i"1'I1111'I 1't `I'I''L'I'I'1.' 111111"1f 11111 II11111111111111 111111111 s,1 I - - . INSTALLATION OF ALL ITEMS. PROVIDE . i\ \ T `, I COORDINATION DRAWINGS INDICATING Technician: Baker Proj. No.: ��- I i �;IIII,1 II VIII', 1111(I�I'11111111, 111 1111/I'f'I'I`I'I"1'1`1 `1'1`1'.1 `I 1'1'111'1'1'1' '1`1'1:1 y1'1'I'I J'.I'1'I'I'1'1'I . - - LAYOUT LOCATIONS AND SHOWING ALL . - DOORS, EQUIPMENT, ETC. EG 139975 = . . .. I1, il'I`1'III ilf',I I'ill'I'f I'I`I'I'i'Itl'E IlI,1J 11,11 I1IiL1 II I1 III1 I1 !-1 I1 1' 111 11 ,-1 �1 I1 ,1 .,�1 I1 111.11.1111111 '111`11111,'1'1' I _ '1 . I I I I I 1 , 1 1 I 1 1 1 1 1 1 1 I 1 1 1 1 I I I I r I ! 1 I i, 1 , i ,_ I _ I i i i .l t- I i ! 1 I f: l 1 - Engineer or Architect of Record 1 1 1 1 1 1 1 I I I 1 1 , - I I 1 I 1 � I- I I 1 I , I II I I 1 1 •I I •I I 1 I- I , 1 I I I� I I I I I f t 1 1 J 1 J , , ! I I 1 1 t lI fl ( I 1 1 I I� �- I'!' '111"1-t 1I III`1 `I'lll`If� I'I'lll'1'I`'1'11'r'I'i'l"i`I I.II SLIDING GATE AT OVEHEAD I I COILING DOOR IIIIl1111'I.II I.f1.'I'I'II.11I'1-,I `IIt1111'I V \IIII1111!11, 111.1t11t1111�111 _f II11f1iI, ��f1 \11111111, 1'}1111 111/ ,V .. 1j\ 1 1 11 -1 i l i l l l l l l 1 1 1 1 1 It 1 1 1 1 1 1 1 1 1 1 1 1 1 I I i I jjjj 1 1 1 3\\ 1 1 1 1 1 I I I f jj I 1 1 I 1 I i I 1 I I I f I I f I --.`�• :(1 .I I I •�l-' ,'. J ' I,. .', :.I .... .. . II I I - I I ., II 11, F.F.E. tGCC!/! r. ! I `� .....',.... l;' ....... .......�'�,.. ''. :1.;:..:': -.. a_' • �;<'. '. '�/\ .�c� l EL.: 0'-0" B B.U.I LDI NG SECTION SCALE : 1 /8" = 1'-0" A-3.0 COMPRESSED AIR DROP/DISCONNECT, TYP A B � D E a F G Q 0 MONOVENT HIGH -BAY LIGHTING, REF 2 COORDINATELTION R CHAIN ELEC DWGS, TYP LOLENGTH PRE -FIN. STANDING SEAM METAL A-3.1 ROkT,OF PANEL BY MTL. BLDG. MFR. T.O. RIDGE 1, uar 71 EL.: (±) 32'-3" MAX. EL.: (+) 26'-6"EAVE HT. 1 1 1 1 1 A-3.1 I IIIIIIIII ► III I I �1N1 . T.O. (ROOF17!-Btt I 12 12 1-1/2 Q 11 1/2 1 -4tEAVE HT. v + '_ " I c- EL.. ( )15 0 _ °rI ^ W, FIRE RATED ICMU WALL,KA Ir- _ p CII O (o PAINT N � T. C i it I it I I ll ,, I 1� II F.F.E. _ 1..�,.......-- . . muum ur7n `iih'i'�nu un �i � — ��i. ii�i� ,�J,� n�,�n .qp�....,...— i 1� \..i �if nd.y 1 ,p , \ i , t t l'•l \ l l 4 r l l l l l 1 l 1 [ l i l e rP l ♦ '♦' `l` V Y A/�✓i / / / /�,el / / / / // �`�����'% ��\�\C<��\\!C�!\/ <\���. !\\�\� �✓�\\�\C\/\\., ` \ . \ a \� ,\ , ��``�4�����i���C\����� ;C`5�����C���fi��.'��C` ���`�/\�',�� \\ ��.\ r .,����� � \� LOUVER, REF MECH DWGS INSULATED HANGAR DOOR SYSTEM BEYOND .TRENCH DRAIN SYSTEM, REF . PLUMBING DWGS A .'BUILDING-, SECT.ION A-3.0 SCALE: 1/8" _ 1'-0" T.O. RIDGE EL.: (±) 32'-3" MAX. O� EAVE HT. EL.: (+) 26'-6" T.O. ROOF EL.: (+) 17'-8" EAVE HT. EL.: (+) 15'-0" F.F.E. EL.: 01-0" Cal Notes: REVISIONS No. Description Date By Project Name: CONSTRUCT HANGAR C Q Drawing Name: BUILDING SECTIONS FDOT Project No.: FAA A.I.P. Project No.: 425750-1-94-01 - Date: Issue: DECEMBER 2015 PERMIT REVIEW Scale: Drawing Number: q C W M E4 3 MUNICIPAL AIRPORT SEBASTIAN, FLORIDA INTERNATIONAL Zi j ! ' MICHAEL BAKER INTERNATIONAL, INC. I W 5020 WEST LINEBAUGH AVE. SUITE 240 W � 1 w I TAMPA, FLORIDA 33624 (813) 889-3982 1 STANDING SEAM METAL ARCHITECT BUSINESS NUMBER AA26002484 ROOFING ON STEEL ROOF GABLE ANGLE (PEMB) © PURLINS (PEMB) Designer Checked by. © GABLE/RAKE END TRIM • 6" VINYL FACED ROOF (PEMB) WAH Jr. WAH Jr. RAKE TRIM BEYOND INSULATION(R-19 MIN.), (PEMB)! T.O. RIDGE i EL (f) 32'-3' MAX. Technician: Baker Proj. No.: URILINS ti. VARIES �- EG 139975 FLASHING TRANSITION OUTSIDE NEOPRENE & Engineer or Architect of Record INSULATION METAL CLOSURE : �;.•® -_—__ STEEL FRAME/COLUMN OUTSIDE NEOPREX (PEMB) � wm CLOSURE )STANDING SEAM METAL ROOFING DOOR HEAD FRAMING AS ON STEEL ROOF PURLINS REQ'D (PEMB). COORD. ,\� __ _ . r --PAINT PEMB STEEL AS (PEMB) WITH HANGAR DOOR MFR. \l .-.r-- --- ---- - : •__._. :___ ..� .sn�:�> R..� _• F -=A_ BUILDIINSCHEDUGSPEC., TYP. MTL EAVE STRUT (PEMB) _ I METAL SIDING/ROOF,; -- - STEEL WALL GIRTS (PEMB)- CLOSURE STRIP (PEMB) 12 SLOPE TO FRONT (PEMB) COORDINATE LOCATION WITH 1 1 I I t OPENINGS, EQUIP., ETC.T.O: EAVE STRUT. T.O. DOOR HEADER% k_. -_---_-- _� EL (+) 24'-10"� - ` �` METAL WALL SIDING (PEMB) 6 X $ CONT. METAL 6'° VINYL FACED WALL GUTTER (PEMB). SUPPORT 6 VINYL FACED ROOF INSULATION (R-13 MIN.), (PEMB), TYP.4'-0" O.C. MAX. INSULATION (R-19 MIN.), DOOR CLEAR OPEN. 4" X 6" COM. METAL (PEMB), TYP. EL (+) 22'-10' 1..L__. s i _" I I V I I ( ! PAINT FACE OF CMU WALL DOWNSPOUT, (PEMB). SEE \ \\S'f�EL FRAME/COLUMN _ / "\ f (! ' I I ! 1 I BEYOND AS SCHEDULED EXTERIOR ELEVATIONS BEYOND PEMB-- "� METAL SOFFIT CLOSURE) � ! AND SPECIFIED TYP. FOR LOCATIONS. ! ! 1 I PANEL {PEMB} \' ,`� i } , METAL WALL SIDING (PEMB) STEEL ANGLE € i I _�_ ' i_ LINE OF ROOF BEHIND INSTALLED ON " GALV HAT ! I I i WEATHtmz, l rctr CHANNELS (HORIZ) AT PAINT PEM'3 STEEL 24 O.C. VERT. I AS SPECRIFIED, TYP. STEEL COLUMN BEYOND IF REQ D. (PEMB) PAINT l € I T.O. LOUVER/GIRT FLUID APPLIED AIREL 20' -Om ! BARRIER FACE OF CMU PAINT F OF CMU STANDING SEAM METAL ROOFING ! AS SPE FIED, T" P. • - - - -- - - I Z , ROOF PURLINS � f � + � � I �. ....... f _._ _ I � - R- 11 � � , THRU WALL LOUVE (PEMB) SEE DETAIL A1.5 OUTSIDE NEOPRENE I STANDING SEAM METAL ROOFING .-�atl-§I-----M-'i-- - dc METAL CLOSURE (PEMB) w I ON STEEL ROOF PURIJNS 12 , i> ; I I BOTTOM ROLLING i ! ' t rn Lai (PEMB) 1.5 I , //i1.1� / / /1j � f I ' I HANGAR DOOR SYSTEM � EAVE STRUT (PEMB) 1 '. ' . CLOSURE STRIP (PEMB) 12 -� - .� ; ( METAL WALL PANEL 3 +... _....:-.. _ , LIME OF HANGAR ; I I SIDING ON EXTERIOR FACE i f i DOOR BEHIND I I ( T.O: FAVE STRUT. ) B _ I 2 ` ( EL t 15'-0" i i 1 i 1 I _ PEMB O - - ....-'-. B.O. LOUVER/GIRT t .1 / . �r ` d �.�1. PEMB WALL -- A-1.1 I GIRTS/INSULATIO I INSULATION (PEMB, BEYOND 6" X 8" CONT. METAL r ! I i I ' I SECONDARY SILL AND END GUTTER (PEMB}. SUPPORT 6 VINYL FACED ROOF - s FLUSH LINER PANEL I... - I I I INTERIOR FACE (PEMB) -7 _j _ I DAM FLASHING SET IN 1 INSULATION (R-19 MIN.}, 3 HOUR FIRE RATED ti i I \ .t ® 4'-0" O.C. MAX. I I l ! FULL BED OF SEALANT, I (PEMB), TYP. CMU WALL PER UL #U90�F }'° f ! 1 ! I I ` I f �.' TYP. \\ t I 12" REINF. GIT TYP EACH DOOR PANEL ' 1 \'I CONFIRM Wil'[ STRUCtML ! f ! I j I 4 OH COILING DOOR/BOX \\\ DWGS. Ti ° ; SEE DETAIL A1.5 ��? 1 STEEL FRAME/COLUMN I 4" X 6" CONT. METAL \ HORIZ JOINT REINF AT T ' N THROUGH WALL LOUVER DOWNSPOUT (PEMB). SEEBEYOND (PEMB) 16" O.C. VERT., TYP. _ i I I \ f ! OH COILING DOOR EXTERIOR ELEVATIONS I I ? I I EL (+} 10'-0' FOR LOCATIONS. \\, PAINT PEMB STEEL AS CMU BOND BEAMS - REF. j SPECIFIED, TYP. STRUCTURAL DWGS. AL SIDING SEE 4 A3 1 FOR STEEL BENT PLATE JAMB ~ METAL WALL L WALL MATRL/FINISIi 5 1 ± I I TYPICAL NOTES f--_ --__I ____ BEYOND, PAINT BOTH FOR D BASE TRIM, STEEL WALL GIRTS (PEMB)-- BEYOND - SEE FlNTSM F ± ; I I , GAL . PEMB MMM/INSULA ON SIDING (PEMB) COORDINATE LOCATION WITH SCHEDULE I I I I i SIDES OPENINGS, EQUIP., ETC. , COILING DOOR JAMB INSIDE PROFILE _\ STEEL COLUMN BF(OND ��, I 1 CHANNEL, ATTACH TO NPOPRENE CLOSUR ` ; t F •4►fi ; I / ' I lI i � I f � .."� BENT PLATE {TYP \ FLOORING \ 6" VINYL FACED WALL DOOR SYSTEM ! I -SEE ROOM FIMSH SCHEDULE suDING GATE, SEE PLANT COLOR INSULATION (R-13 MIN.), / 1. 11 i /;' I i f ROLLER/STEEL GUIDE RAIL \ DETAIL 1/A1.3 TO MATCH ,• es• ':: �. ! (PEMB), TYP. / ' I t I ; I ! CONC. OR VINYL CAP i METAL SIDING FIN. GRADE '.r: Y�/ i j� I i I I i i �\ BOLLARD, GALV. AND --FOOTINGONCe — E I I I I I i i r r� ' �`-` PAINTED, TYP. 1 1j" x 1J CONT GALV 3Y.' `�.�,• �� I ._ ; I �. i 1� I i : i STEEL ANGLE AT SLAB • FLOOR FINISH -SEE CONT FIRE RATED SFAiAM � ; . � I ';.: r ;j • � / EDGE, ANCHOR INTO DOWNSPOUT BOOT - i FINISH SCHEDULE BOTH SIDES . it \ j I ;. I I y. - -r-- --� - i/ CONCRETE CONNECT TO STORM SYSTEM REF. CML POURED CONCRETE WALL BASE SEE FINISH \� ~ EXPANSION JOINT/ DWGS. SLAB/REINFORCED AND SCHEDULE �. 4 4, i MATERIAL MONO FOOTING REF. FLOOR FINISH -SEE \\ ! j/'` ./// :.% / > 4 - - - -� : 4- T.O. CONC. STAB STRUCTURAL DWGS. {}� .__._��.- I '--- \ • 4: 4 DRIVE PAVEMENT REF. CML DWGS. FINISH SCHEDULE _ _ �-/ , O _O 4�• /. O ' a 4' ° Li 4 FIN. GRADE VARIES i; 4. ,. ,./% �ti \ \ \ . \\ -s- •? .4D:� , i\ ..\ i77 .\, .,-� \.� r14 A - \/ \ ;/ .\ i \ , / \ ` .\ I% '` /` /�\/�\\! \� \\ �/ \ ` \ \. ,\ RAIL DRAIN SYSTEM \ /' % �\ , \ i f - ,/ //,: � / � `\ . '�� //,.-' • � / . / �//' � ,: TIE TO UNDERGROUND "�� \.. ` �`;� • �" \�. \� /�� . /\ rf\\ / \� ` �� '\\�!�� /\� �\\<1.x/'/.N/., \jj /\\, STORM SYSTEM \\' . VAPOR BARRIER UNDER RAIL SYSTEM REIINF CONC VAPOR BARRIER UNDER POURED CONC POURED CORK VAPOR BARRIER, UNIIER FOUNDATION SLAB/REINFORCED AND Notes: REVISIONS No. Description Date By Project Name: CONSTRUCT HANGAR C SLAB AND FOOTING SL4B/REiNFtiRL`ED AND SLAB AND FOOTING SLAB AND FOOTING MONO FOOTING -REF. Q Drawing Name: POROUS FILL/COMPACTED MOND FOOTING - REF. POROUS FILL /COMPACTED POROUS FILL/COMPACTED STRUCTURAL DWGS. EARTH - SEE CML AND STRUCTURAL DWGS. EARTH SEE CML AND EARTH - SEE CIVIL AND I Q STRUCTURAL DWGS. STRUCTURAL DWGS. STRUCTURAL DWGS. m LOW EAVE TO LEAN-TO W E CM ALL SECTION s LOW EAVE WALL SECTION 2 WALL.SECTION 3 THRU HANGAR DOOR 4 END WALL SECTION ti cc A-3.1 SCALE: 3/8" = 1'-0" A-3.1 SCALE: 3/8 = 1'-0" A-3.1 SCALE: 3/8" _ 1'-0" A-3.1 SCALE: 3/8" = 1'-0" d a_ w WALL SECTIONS FDOT Project No.: FAA A.I.P. Project No.: 425750-1-94-01 - Date: Issue: DECEMBER 2015 BIDDING Scale: Drawing Number: W U ••1 1 1 1 2 AC SYMBOL LEGEND 24x12 DUCT -FIRST DIM. IS WIDTH r, DUCT TAKE -OFF W/ DUCT -SECOND DIM. IS HEIGHT VOLUME DAMPER �� �0 DUCT ELBOW DOWN POINT OF CONNEC11ON iL:11 NEW TO EXISTING WORK 29 DUCT ELBOW UP (- POINTXlOF EXTE AC OF REMOVAL R DUCT RISE 4 THERMOMETER D DUCT DOWN 0 PRESSURE GAUGE SA ® DUCT UUNNDER POSITIVE I UNiON OR FLANGE RADUCT UNDER NEGATIVE BALL OR BUTTERFLY VALVE EA ® GA PRESSURE ELBOW W/lURNING VANESCHECK VALVE --- f �`-T- TAKE -OFF W/EXTRACTOR ,._ MODULATING CONTROL VALVE �...� FLEXIBLE DUCT TWO POSITION CONTROL VALVE FLEXIBLE CONNECTION 'g' PLUG VALVE W/ MEMORY SUPPLY AiR TERMINAL ® ARROW INDICATES THROW FLEXIBLE PIPE 0 RETURN OR EXHAUST AIR 1 STRAINER i I LINEAR DIFFUSERS MANUAL AIR VENT SIDE MOUNTED EHD AUTOMATIC AIR VENT BOTTOM MOUNTED EHD - 3/4' HOSE END DRAIN PIPE ra * FIRE DAMPER --CHINS CHILLED WATER SUPPLY . bu -SMOKE DAMPER - CHWR CHILLED WATER SUPPLY S/F "�" "" SMOKE AND FIRE DAMPER - HWS HOT WATER SUPPLY VD VOLUME DAMPER --- HWR HOT WATER RETURN RVD REMOTE VOLUME DAMPER - - R - - REFRIGERANT HOT GAS MD MOTORIZED DAMPER RL REFRIGERANT LIQUID auu BACKDRAFT DAMPER - - RS - - REFRIGERANT SUCTION S MOKE DETECTOR 0 CONDENSATE DRAIN .DUCT MOUNTED L , j CEILING ACCESS DOOR PiPE ELBOW DOWN L J DUCT ACCESS DOOR -{) PIPE ELBOW UP Y HUMIDITY SENSOR -1 PIPE ELBOW S ROOM SENSOR 0 PIPE TEE DOWN T THERMOSTATPIPE TEE UP ROUND i o 2 d AC AIR CONDITIONING HD HUB DRAiN AMU AIR HANDLING UNIT HIM NAND/OFF/AUTOMATIC AFF ABOVE FINISHED FLOOR HP Hvn=_r%mrr% WD BACKDRAF DAMPER Hn HEATING, VENTILATING & BHP BRAKE Hurcxrvwtr( H2D WATER me BUILDING MANAGEMENT SYSTEM INR INITIAL , BTU BRITISH THERMAL UNiT KSU KITCHEN AiR SUPPLY UNiT CF CHEMICAL FEEDER IAT LVG. AIR TEMPERATURE CFM CUBiC FEET PER MiNUTE IID LINEAR DIFFUSER CLG CEILING LR LINEAR RETURN CYC CYCLES LVG LEAVING COTVD CONDENSATE LWT . LVG. WATER TEMPERATURE CC CODLING COiL IBJ MAKE UP AIR UNIT (KITCHEN HOOD) CD CEILING DiFFUSER MESH MEGA BTU PER HOUR CG CEILING GRILLE IND Murumittu DAMPER DIM uu4rutaruN NIC NOISE CRITERIA DIS DRY BULB IVtC NOT IN CONTRACT T DEGREES FAHRENHEIT OA OUTSIDE AIR 17WG DRAWING i OPER OPERATING EA EXHAUST AIR OV OUTLET VELOCITY EAT ENTERING AIR TEMPERATURE PIF PUMP, CHEMICAL FEED EG EXHAUST AIR GRILLE PCH PUMP, CHILLED WATER EHC ELECTRIC HEATING COIL PD PRESSURE DROP EHD ELECTRIC HEATER, DUCT PH PHASE EHU ELECTRIC UNIT HEATER y RG RETURN AIR GRILLE EHW ELECTRIC HEATER, WALL ROT ROTATION ENT ENTERING RPM REVOLUTION PER MINUTE ER EXHAUST AIR mtvra i cK RVD REMOTE VOLUME DAMPER ENT ENT. WATER TEMPERATURE SA SUPPLY AIR F FILTER SEMS SENSIBLE FCU FAN COIL UNI SD SPLITTER DAMPER EF EXHAUST FAN SP STATIC PRESSURE EFG EXHAUST FAN, GREASE SR SUPPLY AIR Ktvlaltrc FF FLY FAN TO TRANSFER AIR GRILLE FPI FINS PER INCH TEMP TEMPERATURE FPM FEET PER !MINUTE UD UNDERCUT DOOR FR FAN, RETURN VG VENT, GRAVITY SPF SUPPLY FAN W WATTS t;PM GALLONS PER MINUTE 119 WET BULB W/ WITH 4 AC GENERAL NOTES 1. AL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE, THE 2014 FLORIDA MECHANICAL CODE, THE 2014 FLORIDA ENERGY EFFICIENCY CODE AND THE BREVARD COUNTY BUILDING DEPARTMENT REQUIREMENTS AND ALL OTHER APPLICABLE CODES AND STANDARDS. 5. REFER TO ARCHITECTURAL DRAWINGS FOR CLEARANCES WITHIN THE CEILING SPACE, MECHANICAL ROOMS, LOCATIONS AND SiZES OF BEAMS AND CEILING AND SOFFIT HEIGHTS. 6. DUCTWORK AND EQUIPMENT LOCATIONS AND CLEARANCES SHALL BE COORDINATED WITH GENERAL, PLUIMSING, FiRE rnv t t6 i ivN AND ELECTRICAL CONTRACTORS. REFER TO ARCA i I t,. i urvwL PLANS FOR BULLIMG SECTIONS AND DETAILS. 7. CONNEC11ON TO ALL EQUIPMENT SHALL BE VERIFIED WITH MANUFACTURERS CERTIFIED DRAWINGS. TRANSITIONS TO ALL EQUIPMENT SHALL BE VERIFIED AND PROVIDED FOR ALL EQUIPMENT FURNISHED. 8. 1.vvr%untmit DIFFUSER, KtbIJItK AND GRILLE LOCATION WITH LIGHTING, SPRINKLER AND ARCHITECTURAL CEILING PLANS. ALSO COORDINATE THE TYPE OF DIFFUSER FRAME WITH THE CEILING TYPE. 9. ALL EQUIPMENT SMALL BE PROPERLY SLrrvnir.0 AND ISOLATED TO PREVENT NOISE AND VIBRATION TRANSMISSION. ALL AIR HANDLING EQUIPMENT SHALL BE SUrrUKILU OR SUSPENDED WiTH SPRING VIBRATION ISOLATORS PADS. ALL CONNECTIONS BETWEEN AIR HANDLING EQUIPMENT AND DUCTWORK SHALL BE CANVAS FLEXIBLE CONNECTORS. 10. ALL MECHANICAL EQUIPMENT SHALL BE LOCATED WITH RESPECT TO BUILDING CONSTRUCTION AND OTHER EQUIPMENT SO AS TO PERMIT ACCESS TO THE MECHANICAL EQUIPMENT IN CONFORMITY WITH ANY CLEARANCE WHICH MAY BE RECOMMENDED BY THE MANUFACTURER OF THE EQUIPMENT. SUFFICIENT CLEARANCE SHALL BE MAINTAINED FOR CLEANING COILS, MOTORS, BURNERS, AS WELL AS CHANGING FILTERS. ALL EQUIPMENT SHALL BE LOCATED Wr H1N THE MECHANICAL ROOM AND CEILING SPACES WITH ADEQUATE CLEARANCES FOR REPAIR AND MAINTENANCE. ALL PIPING AND DUCTWORK SHALL BE INSTALLED TO PROVIDE ADEQUATE CLEARANCE FOR ACCESS TO ALL EQUIPMENT. iNSTALLATION OF ALL MECHANICAL EQUIPMENT SHALL COMPLY WiTH THE MANUFACTURERS SPECIFICATION AND CLEARANCE REQUIREMENT. 11. ALL DUCT DIMENSIONS SHOWN ARE CLEAR INSIDE DIMENSIONS, 12. THE INSIDE OF ALL DUCTS VISIBLE THRU THE FACE OF DIFFUSERS, KtbIJ1tKJ, AND GRILLES SHALL BE PAINTED FIAT BLACK WiTH NON TOXIC PAiNT. 13. ALL EXHAUST AIR DUCTWORK SHALL BE GALVANIZED STEEL SHEETS. FABRICATION AND INSTALLATION SHALL BE iN ACCORDANCE WITH LATEST EDITION OF SMACNA DUCT CONSTRUCTION STANDARDS FOR A 2 INCH PRESSURE CLASSIFICATION. 14. ALL SUPPLY AIR AND RETURN AIR DUCTWORK SHALL BE FIBERGLASS (SUPER DUCT) DUCT BOARD (R-6). FABRICATION AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF SMACNA DUCT CONSTRUCTION STANDARDS FOR A 2 INCH PRESSURE CLASS. ALL FIBERGLASS DUCT JOINTS SHALL BE MECHANICALLY FASTENED AND SEALED WITH GLASS FAB AND MASTIC. EXHAUST DUCTWORK SHALL BE GALVANIZED STEEL SHEETS IN ACCORDANCE WITH SMACNA DUCT CONSTRUCTION STANDARDS FOR A 2 INCH PRESSURE CLASSIFICATION. CONTRACTOR SHALL SEAL ALL EXHAUST DUCTWORK WITH GLASS FAB AND MASTIC. 15. FLEXIBLE DUCTWORK SHALL BE INSULATED VINYL TYPE (R-6) WITH WIRE SPIRAL SUPPORT. FLEXIBLE DUCTWORK SHALL BE RUN IN MAXIMUM LENGTHS OF 12'-0". FLEXIBLE DUCTWORK SHALL BE PROPERLY SUPPORTED WITH GALVANIZED STEEL STRAPS 2" WIDE AND SHALL BE RUN AS STRAIGHT AS POSSIBLE WITH NO KINKS OR BENDS TO RESTRICT AIRFLOW. 16. ALL FIBROUS GLASS DUCTWORK JOINTS, SEAMS AND CONNECTIONS SHALL BE CONSTRUCTED WITH PRESSURE SENSITIVE TAPE, FAB, STAINLESS STEEL STAPLES AND THEN SEALED WITH MASTIC. HEAT AND PRESSURE SENSITIVE TAPE ARE NOT ACCEPTABLE AS A FINAL CLOSURE. 17. PROVIDE HANGER STRAPS FOR ALL DUCTS MADE OF 2' WIDE, 22 GAGE GALVANIZED STEEL - SPACED ACCORDING TO SMACNA STANDARDS AND ALL OTHER APPLICABLE GOVERNING CODES AND STANDARDS. 18. ALL DUCT BRANCH TAKE OFFS FROM MAIN DUCT FOR INDIVIDUAL AIR OUTLETS, INLETS AND BOXES SHALL HAVE BALANCING DAMPERS. 19. ALL DUCTWORK STORED ON SITE OR ALREADY INSTALLED SHALL HAVE ALL OPEN ENDS SEALED WiTH VISQUINE TO PREVENT DUST AND DEBRIS FROM ACCUMULATING INSIDE OF THE DUCTWORK. INTERIORS OF ALL DUCTWORK SHALL BE THOROUGHLY CLEANED PRiOR TO INSTALLATION. 20. ALL DAMPERS AND L I m -w urcz, SHALL HAVE LOCKING QUADRANTS AND SHALL BE At .�,=z zLE. 21. PROVIDE REMOTE VOLUME DAMPER (RVD) OPERATORS IN ALL NON -ACCESSIBLE CEILINGS. EQUAL TO YOUNG REGULATOR COMPANY MODEL 270-89BC BOWDEN CABLE CONTROL UNiT OR METROPOLITAN ALR. CONTROL FOR EACH REMOTE VOLUME DAMPER SHALL BE LOCATED WITHIN THE DIFFUSER OR REGISTER BEING SERVED. 22. BEVELED TAKE OFFS AND DAMPERS SHALL BE INSTALLED IN ALL BRANCH DUCTWORK LEADING FROM MAIN TRUNK LINES. 23. ALL SPLITTER DAMPERS SHALL BE BALANCED AND SET PRIOR TO THE INSTALLATION OF THE CEILING. 24. OUTSIDE AIR INTAKE LOUVERS SHALL HAVE 1/2" x 1/2' MINIMUM MESH SCREEN, AND SHALL BE LOCATED AS HIGH ABOVE FINISH GRADE AS POSSIBLE. 25. OUTSIDE AIR WALL LOUVERS SHALL BE LOCATED A MINIMUM OF 10'-0" FROM ANY EXHAUST AiR DISCHARGE, COMBUSTION AIR DISCHARGE OR ANY PLUMBING VENT TERMINATION. 26. ALL WALL LOUVERS SHALL BE ALUMINUM CONSTRUCTION AND SHALL BE FLORIDA PRODUCT APPROVED, 27. EXHAUST FAN OUTLETS SHALL BE INSTALLED A MINIMUM OF 10'-0' FROM FRESH AIR INTAKES OF MECHANICAL EQUIPMENT AS WELL AS ALL OPERABLE WINDOWS AND DOORS. 28. ALL FANS AND AIR HANDLING UNITS SHALL BE PROPERLY SUPPORTED AND ISOLATED TO PREVENT NOISE AND VIBRATION TRANSMISSION. ALL ALR HANDLING EQUIPMENT SHALL BE SUPPORTED OR SUSPENDED WiTH SPRING ISOLATORS. ALL CONNECTIONS BETWEEN FANS OR AIR HANDLING UMTS AND DUCTWORK SHALL BE CANVAS FLEXIBLE CONNECTORS. 29. ALL EQUIPMENT LOCATED WITHIN THE CEILING SPACES SHALL HAVE ADEQUATE CLEARANCES FOR REPAIR AND MAINTENANCE. ALL PIPING AND DUCTWORK SHALL BE INSTALLED TO PROVIDE ADEQUATE CLEARANCE FOR ACCESS TO ALL EQUIPMENT. 30. REFER TO MECHANICAL AND ARCHITECTURAL DRAWINGS FOR LOCATIONS OF ALL FIRE AND SMOKE RATED PARTITIONS. ALL PENETRATIONS THROUGH FIRE RATED/SMOKE RATED PARTITIONS OR FLOORS AND CEILINGS SHALL HAVE FIRE/SMOKE DAMPERS. ALL FIRE WALL PENETRATIONS SHALL HAVE FIRE DAMPERS. PROVIDE ACCESS DOORS IN WALL OR HARD CEILING FOR THESE DAMPERS. 31. PROVIDE ACCESS DOORS (24"x241 FOR ALL FIRE/SMOKE DAMPERS AND FIRE DAMPERS IN NON -ACCESSIBLE CEILINGS. 32. PROVIDE ACCESS PANELS IN DRYWALL CEILINGS AS REQUIRED FOR ACCESS TO MECHANICAL EQUIPMENT. COORDINATE WITH GENERAL CONTRACTOR TO PROVIDE WORK PLATFORMS AS REQUIRED FOR ALL EQUIPMENT LOCATED WITHIN THE CEILING SPACE. 3 11 I r7 1 5 33. FURNISH AND INSTALL INSULATED PVC CONDENSATE DRAINS WiTH TRAPS FOR ALL COOLING COILS. DRAIN LINE SIZE SHALL MATCH THE OPENING OF THE CONDENSATE DRAIN PAN. 34. ALL REFRIGERANT PIPING AND CONDENSATE PIPING SHALL BE FULLY SUPPORTED IT'S ENTIRE LENGTH AND SHALL BE ANCHORED TO PREVENT SWAY AND VIBRATION. 35. CONTRACTOR SHALL SUPPLY AND WiRE ALL SMOKE DETECTORS IN THE SUPPLY AIR DUCTWORK OF All. AIR HANDLING UNITS 2000 CFM AND ABOVE TO SHUT DOWN THE FANS IN THE EVENT OF A FIRE. DUCT SMOKE Dtl tt, i uK SHALL BE OF PHOTOELECTRIC TYPE AND LOW VOLTAGE. DIVISION 15 CONTRACTOR SHALL INSTALL ALL SMOKE DETECTORS. 36. ALL WALL SENSORS, VARIABLE SPEED CONTROL SWITCHES, Ohl -OFF SWITCHES AND MOTOR STARTERS SHALL BE INDIVIDUALLY LABELED. LABELS SHALL INDICATED THE UNIT CONTROLLED, TYPE OF CONTROL AND AREA SERVED. THE LABELS SHALL BE PLASTIC LAMINATE, PERMANENT TYPE, WHITE WITH BLACK LETTERING, AND SHALL BE MOUNTED INSIDE OF THE COVER PLATE, OF THE CONTROL DEVICE. 37. FURNISH ALL DIRECT DRiVE EXHAUST FANS WiTH SOLID STATE VARIABLE SPEED CONTROLLER. MOUNT CONTROLLER TO FAN CABINET IN CEILING SPACE. 38. FURNISH ALL EXHAUST FANS WITH BACK DRAFT DAMPERS. COORDINATE ALL CONTROL DEVICES WITH THE ELECTRICAL CONTRACTOR. 39. ALL CONTROL WIRING, CONDUIT AND HARDWARE TO COMPLETE THE HVAC CONTROL SYSTEM SHALL BE FURNISHED AND INSTALLED UNDER DIVISION 15 - MECHANICAL. 40. ALL CONTROL WIRING AND INTERLOCK WIRING LOCATED iN MECHANICAL ROOMS AND iN NON ACCESIBL.E CEILINGS SHALL BE IN CONDUIT. 41. THERMOSTAT LOCATIONS ARE TENTATIVE. FINAL THERMOSTAT LOCATIONS SHALL BE APPROVED BY THE OWNER PRIOR TO INSTALLATION. THERMOSTATS SHALL BE LOCATED 48-54" ABOVE THE FINISHED FLOOR iN ACCORDANCE WITH ADA REQUIREMENTS AND THE 2010 FLORIDA ACCESSIBILITY CODE. 42. AIR FILTERS SHALL BE 2" PLEATED 307. EFFICIENT (MIN.) OR EQUAL IN AIR HANDLING EQUIPMENT. FILTERS SHALL BE INSTALLED PRiOR TO UNIT START UP, REPLACED A MINIMUM OF ONCE PER MONTH DURING THE CONSTRUCTION PERIOD, REPLACED PRIOR TO TEST AND BALANCE, AND REPLACED MONTHLY UNTIL FINAL COMPLETION. 43. ALL REFRIGERANT LINES FOR SPLIT SYSTEM DX UNITS SHALL HAVE FILTER DRYERS AND SiGHT GLASSES. ALL PiPiNG BELOW SLAB SHALL BE WITHOUT JOINTS AND RUN IN A PIPING CHASE OR CONDUIT OF SUFFICIENT SIZE TO ALLOW REPLACEMENT OF THE PIPING IN THE FUTURE. EACH END OF THE CHASE SHALL BE SEALED AIR TIGHT AND WATERTIGHT. 44. ALL REFRIGERANT PIPING EXPOSED TO THE EXTERIOR SHALL BE INSULATED WiTH 1' THICK CLOSED CELL FOAM INSULATION (ARMAFLEX) AND SHALL BE WRAPPED WiTH ALUMINUM JACKETING. 45. ALL REFRIGERANT PIPING IN CONCEALED CHASES FOR SPLIT DX UMTS SHALL BE SOFT DRAWN TYPE K COPPER. SERVICE FITTINGS FOR REFRIGERANT LINES SHALL BE LOCATED IN A MANNER TO BE INACCESSIBLE TO THE PUBLIC. INSULATE ALL EXTERIOR EXPOSED REFRIGERANT LINES WITH 1" ARMAFtEX INSULATION AND WRAP WiTH ALUMINUM JACKETING. 46. ALL HVAC SYSTEM'S AIRFLOW SHALL BE BALANCED BASED ON THE ACTUAL INSTALLED STATIC PRESSURE OF THE SYSTEM. CONTRACTOR SHALL PROVIDE POS11 VE MEANS FOR BALANCING EACH INDIVIDUAL AIR OUTLET AND INLET. 47. THE CONTRACTOR SHALL HIRE AN INDEPENDANT TEST AND BALANCE FIRM TO TEST AND BALANCE ALL AIR CONDITIONING SYSTEMS -SEE SPECIFICATIONS. THE TEST & BALANCE CONTRACTOR SHALL BE t.tivirrtu BY NABA OR ABAA. 48. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COORDINATING THEIR WORK WITH THE TEST AND BALANCE FIRM. PRIOR TO TEST AND BALANCE,'THE CONTRACTOR SHALL START-UP, PRE -BALANCE THE SYSTEM, AND REPLACE ALL AIR FILTERS FOR EVERY AHU BEING TESTED. ALL DISCREPANCIES, DRIVE CHANGES, ETC. REPORTED BY ENGINEER OR THE TEST AND BALANCE FIRM SHALL BE CORRECTED BY THE CONTRACTOR WiTHIN FIVE CALENDAR DAYS AT NO ADDITIONAL COST. 49. PROVIDE VANDAL PROOF COIL GUARDS ON ALL GROUND MOUNTED CONDENSING UNITS. 50. PROVIDE VANDAL PROOF CAPS ON ALL GROUND MOUNTED CONDENSING UNIT REFRIGERANT SERVICE VALVES TO PREVENT UNAUTHORIZED RELEASE OF REFRIGERANT. 51. CONTRACTOR SHALL LABEL ALL EQUIPMENT (FANS, AiR HANDLING UNITS AND CONDENSING UNITS) WITH ENGRAVED TYPE PHENOLIC LABELS PERMANENTLY AFFIXED TO THE EQUIPMENT. CONTRACTOR SHALL AN INSTALL ADDITIONAL PHENOLIC LABEL TO THE CEILING GRID TEE BELOW ANY CEILING MOUNTED EQUIPMENT LOCATED ABOVE ACOUSTICAL LAY -IN CEILINGS. CONTRACTOR SHALL INSTALL AN ADDITIONAL PHEN011C LABEL TO THE CEILING ACCESS PANEL LOCATED BELOW ANY CEILING MOUNTED EQUIPMENT LOCATED ABOVE GYPSUM BOARD CEILINGS. 52. THE CONTRACTOR SHALL PROVIDE A WRITTEN GUARANTEE THAT SHALL WARRANT ALL WORKMANSHIP AND MATERIALS FOR ONE (1) YEAR. DURING THE FIRST YEAR ALL SYSTEM MALFUNCTIONS SHALL BE REPAIRED AT NO EXPENSE TO THE OWNER. THE COMPRESSORS SHALL HAVE A 5 YEAR WARRANTY (LABOR & MATERIALS). 53. OPERATION AND MAINTENANCE MANUALS SHALL INCLUDE AS A SEPARATE SUBMITTAL ITEM, PREVENTATIVE MAINTENANCE REQUIREMENTS ALONG WiTH TIME SCHEDULE(S) FOR EACH ITEM. THE SEQUENCE OF OPERATION SHALL ALSO INCLUDE A DEFINITIVE SEQUENCE OF OPERATION OF THE MECHANICAL SYSTEM AND COMPONENTS AS THEY FUNCTION INTEGRALLY AND INDEPENDENTLY WITH THE SYSTEM. 54. THE CONTRACTOR SHALL. PREPARE REDUNED AS -BUILT DRAWINGS OF THE HVAC SYSTEMS AT THE COMPLETION OF THE PROJECT CONSTRUCTION AND SHALL INCLUDE THOSE AS -BUILT DRAWINGS AT PROJECT CLOSEOUT ALONG WITH THE O&M MANUAL WL -1 WALL LOUVER: EXTRUDED ALUMINUM, WEATHERPROOF, WIND DRIVEN RAIN RESISTANT, BIRD SCREEN, BRONZE ANODIZED FINISH, FLORIDA PRODUCT APPROVED. GREENHECK MODEL EHH 501X OR APPROVED EQUAL. DESIGN CONDMON SCHEDULE SUMM VENTER OUTDOOR 94 'F db/78 'F wb 35 'F db INDOOR 75 T db/60%RH MAX 70 T db 1 5 A s ;:ter; � 1 r•r .� ,ae,1/. MUNICIPAL AIRPORT SEBAS11AN, FLORIDA • . MM . INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LiNEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813) 889-3982 ARCHITECT BUSINESS NUMBER AA26002484 oeslt: Checked br ABJr P.E. ABJr P.E. 3 „ , i .. , Baiter Prof No» MB 139975 EzWmer of Re= Augusto I- Bobes Jr. P.E. .:r.. MMIZO ASSOCIATES 150 CIRCLE DRIVE, MAITLAND. FL 32751 TELEPHONE: 407.628.0882 • `► � :. E-lifUL• .. r4 .'u. cwaHG.COii FLORIDA STATE P.E. NUMBER: 5131 �e�6180JJJJ/0 FINSw���G�••srrr.soosoe• � �B� .v .9 .N. 31 i ® p (' • uri' STATS 0 10 rrrr rra o ` e\ Jarr11�1r�oe ALKLWO E BOBES ER. RE HJ A P.E. 039410, Notes: REVISIONS ido. Description Date Project Name: CONSTRUCT HANGAR C By Q Drawing Name: HVAC GENERAL NOTES AND SYMBOLS FDOT Project Lia: 425750-1-94-01 uaft FEBRUARY 2016 Soft NONE FM A.I.P. Project Na: Issue ��BIID�DING Drawing Number: M-0.1 E n 0 A 2 (2) 8"0 CD -3 150 CFM (EA) FINISHED 4 -- -- OFF I G4 -i- 101 8 8"0 CD -3 100 CFM _ 30 CFM 10 0 FIS E } FINISH _ RRI, x10 CG -2 -'%; _•. 100 CFM ! AJR COOLED CONDENSING UNIT CU -1 1 _1OX10CONCRETE 1TONS) 1 1 11 CFM OUTSIDE DUCT 1 . 1 w OUTDOOR A- DAMPER, DAMPER FOR 250 CFM it !L! I S ... .. ���'�■i— 1 1 HORIZONTAL AIR HANDLING UNIT IN TONS) �► �2 500 CFM• ©6,10 yl 75 CFM 15CEIUNG MDUNTED EXHAUST •, �,•' �-i • FAN _2 WITH • / WALL CAP 1 i CEIUNG MOUNTED EXHAUST _ —, •• FAN EE --1 WITH 8X6 TO WALL !, •: CFM) 1 CAP 1 PROPELLER • 1! i (10,550 CFM/712 LBS) -75 CFMY I - • 0 CFM 0 8"0 CD -1 150 CFM ELECTRICAL ROOM 110 60" X 60" WALL LOUVER WL -1 WITH INSECT SCREEN, BOTTOM OF LOUVER 2'-0" A.F.F. (TYPICAL OF 6) 41 Lu cv to 1 2112" SLOPE 3 1 0 —� -- _. O. a f Lu Lu AIRCRAFT HANGAR IJV. F X21/2" SLOPE Lu 0 u� N cV WALL MOUNTED PROPELLER MALL MOUNTED PROPELLER EXHAUST FAN JE -S EXHAUST FAN (10,550 CFM/712 LBS) (10,550 CFM/712 LBS) 60" X 60" WALL. LOUVER WL -1 WITH INSECT SCREEN (TYPICAL OF 4) n - 60" X 60" WAIL LOUVER -- WL-1 WITH INSECT SCREEN (TYPICAL OF 4) --FUTURE WOMEN 114 r STORAGE 116 WALL MOUNTED PROPELLER EXHAUST FAN EE-& (10,550 CFM/712 LBS) n ° ° T=� / \\-2'-6* X 2-6" WAU LOUVER L-1 WITH INSECT SCREEN - 'OTTOM o OC OD OE OF 0 5 2'-6" X 2'-6" WALL LOUVER &--1 WITH INSECT SCREEN - BOTTOM OF LOUVER TO BE 1'-4" A.F.F. FUTURE HVAC BUILDOUT - CEIUNG EXHAUST FAN FF -3 WITH 8X6 TO WALL CAP (100 CFM) `i -WALL CAP WITH iINSECT SCREEN FUT CELUNG EXHAUST FAN MEN EF -4 WITH SX6 TO 115 WCL CAP (100 CFM) O7 OF LOUVER TO BE '-4" A.F.F. (:D W-0 r� �1 RUN INSULATED REFRIGERANT LINES IN CEILING SPACE. 0 a O RUN EXPOSED INSULATED REFRIGERANT UNES ALONG co JACKET. AIRCRAFT HANGAR IJV. F X21/2" SLOPE Lu 0 u� N cV WALL MOUNTED PROPELLER MALL MOUNTED PROPELLER EXHAUST FAN JE -S EXHAUST FAN (10,550 CFM/712 LBS) (10,550 CFM/712 LBS) 60" X 60" WALL. LOUVER WL -1 WITH INSECT SCREEN (TYPICAL OF 4) n - 60" X 60" WAIL LOUVER -- WL-1 WITH INSECT SCREEN (TYPICAL OF 4) --FUTURE WOMEN 114 r STORAGE 116 WALL MOUNTED PROPELLER EXHAUST FAN EE-& (10,550 CFM/712 LBS) n ° ° T=� / \\-2'-6* X 2-6" WAU LOUVER L-1 WITH INSECT SCREEN - 'OTTOM o OC OD OE OF 0 5 2'-6" X 2'-6" WALL LOUVER &--1 WITH INSECT SCREEN - BOTTOM OF LOUVER TO BE 1'-4" A.F.F. FUTURE HVAC BUILDOUT - CEIUNG EXHAUST FAN FF -3 WITH 8X6 TO WALL CAP (100 CFM) `i -WALL CAP WITH iINSECT SCREEN FUT CELUNG EXHAUST FAN MEN EF -4 WITH SX6 TO 115 WCL CAP (100 CFM) O7 OF LOUVER TO BE '-4" A.F.F. (:D W-0 AIR BALANICE SCHEIDULE ulrr SUPPLY RETURN ovrsx WvW'T NET INFECT TAG AIR RIR AIR AIR NORTH AHU-1 1950 1700 250 - - +250 FLOOR PLAN - HVAC EF_, _ _ _ 100 -100 V EF-2 100 -100 SCALE: 1/8" = V-0" TOTAL 1950 1700 250 -200 +50 ' 2 3 4 5 'loft Mi �Ilr MUNICIPAL AIRPORT SEBASTIAN, FLORIDA MTA INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LINEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813) 889-3982 ARCHITECT BUSINESS NUMBER AA26002484 Ondod by ABJr P.E. ABJr P.E. T p4.; .,' w Bdw Prof No» MB 139975 FhOm r of Rword Awgu to E. Bobes Jr. P.E. 13OBF.S ASSOCIATES COi�8LiL7'taiG FsT.r4. ��.:atis, 150 CIRCLE DRIVE, MAITLAND, FL 32751 TELEPHONE: 407.628.0882 C £—IMit: I.sr,..'a.s'wcNti.COM FLORIDA STATE P.E. NUMBER: 5131 ,,��tb141!!0�®®�� e% (� r,. BO���((Bgq ass e jy Iwo `4 :moo ST " P � •O V 0% y.et•° `moo a0i &QRIDA P.E # 39410 Notes: REVISIONS No. Description Date By In Project Name: CONSTRUCT HANGAR C Q Drawing Name: FLOOR PLAN - HVAC FDOT Project No..' FM A.I.P. Project Na: 425750-1-94-01 - Daft Laos: FEBRUARY 2016 BIDDING S 118"=1'-p'" Dratling M-1.1 HVAC KEY NOTES �1 RUN INSULATED REFRIGERANT LINES IN CEILING SPACE. 0 RUN INSULATED REFRIGERANT LINES DOWN IN WALL O RUN EXPOSED INSULATED REFRIGERANT UNES ALONG CONCRETE. WRAP REFRIGERANT UNES WITH ALUMINUM JACKET. ® CONDENSATE DRYWEL.L - SEE DETAIL e. O EXHAUST FAN SHALL BE CONTROLLED AT LIGHT SWITCH. R ® 2" CONDENSATE DRAIN UNE UNDERGROUND. 7� INSTAL EXHAUST FAN SUSPENDED FROM STRUCTURE. FAN SHALL BE USED FOR VENTILATION OF EMPTY STORAGE SPACE AND FANS SHALL ALSO BE UTIUZED FOR FUTURE RESTROOMS. ® RETURN AIR PLENUM AT FULL SIZE OF R.A. INTAKE ON AHU. PLENUM SHALL BE 30" DEEP. AIR BALANICE SCHEIDULE ulrr SUPPLY RETURN ovrsx WvW'T NET INFECT TAG AIR RIR AIR AIR NORTH AHU-1 1950 1700 250 - - +250 FLOOR PLAN - HVAC EF_, _ _ _ 100 -100 V EF-2 100 -100 SCALE: 1/8" = V-0" TOTAL 1950 1700 250 -200 +50 ' 2 3 4 5 'loft Mi �Ilr MUNICIPAL AIRPORT SEBASTIAN, FLORIDA MTA INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LINEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813) 889-3982 ARCHITECT BUSINESS NUMBER AA26002484 Ondod by ABJr P.E. ABJr P.E. T p4.; .,' w Bdw Prof No» MB 139975 FhOm r of Rword Awgu to E. Bobes Jr. P.E. 13OBF.S ASSOCIATES COi�8LiL7'taiG FsT.r4. ��.:atis, 150 CIRCLE DRIVE, MAITLAND, FL 32751 TELEPHONE: 407.628.0882 C £—IMit: I.sr,..'a.s'wcNti.COM FLORIDA STATE P.E. NUMBER: 5131 ,,��tb141!!0�®®�� e% (� r,. BO���((Bgq ass e jy Iwo `4 :moo ST " P � •O V 0% y.et•° `moo a0i &QRIDA P.E # 39410 Notes: REVISIONS No. Description Date By In Project Name: CONSTRUCT HANGAR C Q Drawing Name: FLOOR PLAN - HVAC FDOT Project No..' FM A.I.P. Project Na: 425750-1-94-01 - Daft Laos: FEBRUARY 2016 BIDDING S 118"=1'-p'" Dratling M-1.1 1 E 2 l 3 ' 4 5 J- 46 AIR HANDLING UNIT SCHEDULE FI&A: P IDT SERSfBLE ENT. AIR.....'' R�F.P.1. FADE NO. STATIC ENT. I,IIiG. FllCWWLTS , CYCLES HEATER (I1El�Cf'�fA CAMR{.S FILTER DATA ffFlq`E F�� � UNIT LOCATION AREA SUPPLY TOTAL EXTERNAL MAX RPM BHP H AL TYPE CLEAN SIZE NUMBER SERVED AIR AIR STATIC STATIC OUTLET CAPACITY CAPACITY •F 'F ARTA ROILS IN AIR AIR FLA MCA FUSE P.D. IN (�) (�) (� IN. &G. IN. W.G. va (MBH) (M) W.G. "F T M.C. F.P.M. DB WB DIS WaMUNICIPAL AIRPORT AHU-1 OFFICE 108 WEST OFFICES 250 1950 - - .50" 1500 - - - - 3 4 58.0 43.5 78.5 65,9 57.9 56.4 14.5 7.42 3 - - 70 85 15 208 1 60 54.2 76.3 80 PROGRAMMABLE T -STAT W REMOTE SENSOR QlSP. 2" 21.5" X 23.31" 15.0 CARRIER FV4CN-006 207 SEBAS11ANO FLORIDA NOTES �,Emit . . . . . . . . 1. AHU SHALL UTILIZE R410A REFRIGERANT. In 2. BLOWER MOTOR SHALL BE DIRECT DRIVE. 3. ELECTRIC HEAT IS INDICATED AT NAMEPLATE KW AT 230 VOLT. ACTUAL OUTPUT OF ELECTRIC HEATER AT 208 VOLTS IS 757. OF NAMEPLATE RATING. CONDENSING UNITSCHEDULE INTERNATIONAL UNIT ISL COOLM EER/ RWRIM MANUFAMRER/MODEL UNIT NOTES MICHAEL BAKER INTERNATIONAL, INC. SEER 5020 WEST LINEBAUGH AVE. SUITE 240 NUIWEIER CAPACITY CAPACITY� RAT �J PRESSOR FAN UNIT (ft) TAMPA, FLORIDA 33624 (813) 889-3982 /H L ARCHITECT BUSINESS NUMBER AA26002484 MS PKASE CYCLE CU -1 5.0 58,000 15.0 134 26.4 1.2 - - 34.2 50 208 1 60 CARRIER 24ABB4-60-30 310 1-5 Designer. Checked bX ABJr P.E. ABJr P.E. Tachnlcian: Baker Proj. Na: NOTES 1. CONDENSING UNIT SHALL UTILIZE R -410A REFRIGERANT. MB 139975 2. PROVIDE FACTORY FABRICATED HAIL GUARD ON CONDENSING UNIT COIL. 3. PROVIDE VANDAL PROOF CAPS ON ALL REFRIGERANT SERVICE VALVES TO PREVENT UNAUTHORIZED RELEASE OF REFRIGERANT. Engineer of Record Augusto i- Bobee Jr P.E. 4. CONTRACTOR SHALL SECURE CONDENSING UNIT TO CONCRETE SERVICE PAD IN ACCORDANCE WITH WIND LOAD REQUIREMENTS AS SET FORTH IN THE 2014 FLORIDA BUILDING CODE. IBM CONS "`"� �$ 5. PROVIDE VANDAL PROOF CONDENSING UNIT GUARD (CAGE TYPE) TO PREVENT THEFT OF THE UNIT. 150 CIRCLE DRIVE, MAnAN�D, FL 32951 TELEPHONE. 409.628.0882 6. FUTURE UNIT. C E-MAIL: IHF09806ESENG.COiA 1 FLORIDA STATE P.E. NUMBER: 5131 FAN SCHEDULE MOTOR DIATA ,%- 40 ......... MGM �+�[ DATA 0' D�P►tA �i Jho •��� '•_ NUMBER CFM r SP�� RPM SO IES BHP FAN TYPE CLASS ROT DISCH HP WATTS START VOI TST� CYCLES MANUFACNRE/MOI� (LBS) TYPE �� ° - EF -1 100 .25" - - 1365 3.3 - - CEILING MOUNTED CENTRIFUGAL - - - - SIDE - - X75 115 1 60 LO COO GC -320 25 1-3 >� tai EF -2 100 .25" - 1365 3.3 - - CEILING MOUNTED CENTRIFUGAL - - - - SIDE - - 75 -- - 115 1 60 LO C00 GC-32fl 25 1-3 8'tA` EF -3 100 .25° - - 1365 3.3 - - CEILING MOUNTED CENTRIFUGAL - - -- - SIDE - - 75 - - 115 1 60 LOREN COOK GC -320 25 1-3 EF -4 100 .25" - - 1365 3.3 - - CEILING MOUNTED CENTRIFUGAL - - - - SIDE - - 75 - - 115 1 60 LOREN COOK GC -320 25 1-3 U �se�9 0,c • _ - _ _ - - - 208 3 60 LOREN COOK 54 XI P 721 4-7 'a�,, C3P1 r EF -5 10,550 .25 303 14.8 1.47 WAIL MOUNTED PROPELLER SIDE 1.5 � EF -6 10550 .25" - - 303 14.8 1.47 WALL MOUNTED PROPELLER - - - - SIDE 1.5 - - - - 208 3 60 LOREN COOK 54 XLP 721 4-7 EF -7 10,550 .25" - - 303 14.8 1.47 WALL MOUNTED PROPELLER - - - - SIDE 1.5 - - - - 208 3 60 LOREN COOK 54 XLP 721 4-7 EF -8 10,550 .25" 303 14.8 1.47 WALL MOUNTED PROPELLER - - - - SIDE 1.5 - - - - 208 3 60 I.ORFN COOK 54 XIP 721 4-7 E ROBES IL P.E. FLOWA P.E # 39M 1. FURNISH FAN WITH BACKDRAFT DAMPER. Notes: 2. FURNISH FAN WITH WALL CAP. 3. FURNISH FAN WITH SOLID STATE VARIABLE SPEED CONTROLLER. MOUNT CONTROLLER TO FAN CABINET IN AN ACCESSIBLE LOCATION. 4. FURNISH FAN WITH INTEGRAL ELECTRICAL DISCONNECT. 5. FAN SHALL BE BELT DRIVEN. 6. PROVIDE FAN WITH WALL SLEEVE AND GRAVITY SHUTTER. 7. PROVIDE FAN WITH INLET GUARD. DIFI`USER SCHEDULE UNIT SERVICE MOUNT NECK C.F.M. N.C. MAX. P.D. PATTERN DAMPER FINISH SURFACE CONSTRUCTION MANUFACTURER/MODEL NOTES NUMBER SIZE RANGE MAX IN. M.G. PANEL CD -1 LAY -IN CLG SEE DWG SEE DWG 21 0.063 4 -WAY NO WHITE 24x4 ALUMINUM TITU� TMS-AA�/PRICE A5CDA 1, 3 CD -2 SURFACE CLG SEE DWG SEE DWG 21 0.065 4 -WAY NO WHITE 12x12 ALUMINUM TITU TMS- PRICE A5CDA 1, 2, 3 CD -3 SURFACE.1, SEE DWG SEE DWG 21 9.065 4 -WAY NO WHITF IBx18 ALUMINUM TITUS TMS-AA/PRICE A5CDA1�2;; 3 1. ALL GRILES, REGISTERS AND%FnS� SHALL HAVE A MAXIMUM FLA -1E SPREAD RATING OF 25 AND A MAXIMUM SMOKE 1 DEVELOPED RATING OF 50 IN COMPLIANCE WITH SECTIONS 603.15 AND 603.15.1 OF THE FLORIDA BUILDING CODE. 2. PROVIDE T -BAR PIASTER FRAME FOR ALL DIFFUSERS LOCATED IN HARD CEJUNG APPLICATION. 3. PROVIDE FACTORY INSTALLED R-6 INSULATION ON BACK OF DIFFUSER. m AIR GRILLE REGISTER SCHEDULE In UNIT SERVICE MOUNT C.F.M. SIZE N.C. FRAME MAX. P.D. PAT7F.Rhi DAMPER GRID CONSTRUCTION FINISH MANUFACTUR/MODEL NOTES NLMM RANGE 03d i" MAX IN. W.G. CG -1 RETURN CLG 0-700 24x24 24 LAY -IN 0.054 EGG CRATE NO 1/2" ALUMINUM WHITE TINS 50F/PRICE 80 1,2 CG -2 RETURN CLG 0-300 18x18 24 SURFACE 0.054 EGG CRATE NO 1/2" ALUMINUM WHITE TINS 50F/PRICE 80 1-3 REVISIONS No. Description Date By 1. ALL GRILLES, REGISTERS AND DIFFUSERS SHALL HAVE A MAXIMUM FLAME SPREAD RATING OF 25 AND A MAXIMUM SMOKE DEVELOPED RATING OF 50 IN COMPLIANCE WITH SECTIONS 603.15 AND 603.15.1 OF THE 2010 FLORIDA BUILDING CODE, 2. PAINT FLAT BLACK INSIDE OF DUCTS BEHIND GRILLES. 3. PROVIDE T -BAR PLASTER FRAME FOR ALL REGISTERS & GRILLES LOCATED IN HARD CEILING APPLICATION. 0 1 2 3 4 1 5 Project Name: CONSTRUCT HANGAR C Q Drawing Name: HVAC SCHEDULES IT Project Na: FM A.I.P. Project No-' 425750-1-94-01 - Date: Issue: FEBRUARY 2016 BIDDING Svadc DrovMq Nunnbe: NONE M-3.1 E U LQ 0 m 4 ca a 1 � WRAP AROUND BOTTOM MEMBER 2" GALVANIZED [STEEL BAR JOIST STEEL BAND \ 1/4" SHEET METAL = 1/4" BOLT SCREWS. AND NUT �2" GALVANIZED STEEL BAND f � s/-FIBERGLASS DUCT, SUPPORT i DUCT EVERY 10'-0". (PER SMACNA) 1 WRAP AR""•'" BOTTOM 1/4" SFI�LI i�///////✓///ir//,�/ STEEL BAR JOIST METAL SCREWS. j GALVANIZED STEEL BAND �2" 5/8"0 THREADED ROD RIGIDLY ATTACHED TO 2" FILTER-� & TRANSITION AS REQUIRED STRUCTURE ABOVE - i i (TYPICAL) 110 /-FIBERGLASS DUCT, SUPPORT SPRING VIBRATION DUCT EVERY 10'-0". j ISOLATORS (TYP.) (PER SMACNA) i SUPPORT RODS fFLEXIBLE DUCT (14'-0" MAX. LENGTH) METAL DRAW BAND VOLUME DAMPER EXPOSED DAMPER HANDLE OUTSIDE OF THE INSULATION AND PAINT BRIGHT YELLOW BELL MOUTH BUCKLEY AIR TIGHT FITTING MAIN SUPPLY AIR AIR _ DUCT FLOW NOTES: 1. ALL DIFFUSERS AND SUPPLY GRILLES SHALL HAVE THIS CONNECTION. 2. ANY OTHER TYPE OF CONNECTION WILL BE REJECTED. 3. INSULATE ALL METAL DUCT UP TO THE FLEXIBLE DUCT AND OVERLAP INSULATION TAPING IT WITH METAL TAPE. WPICAL DIFFUSER/CRIUJE CONNECTION DETAIL NOT TO SCALE T.- 5 1/4"0 HILTI KWIK HUS—EZ WITH 1 5/8" MINIMUM IMBED (2) #10 TEK . �8" CMU WALL WITH GROUT FILLED SCREWS BOND BEAM OR SOLID CONCRETE °. LINTEL ABOVE AND BELOW LOUVER 1 1/2" X 1 1/2" X 1/4" THICK CHANNEL FRAME—/ALUMINUM ANGLE 4" FROM CORNERS AND 12" MAX ON CENTER. AIR ALUMINUM BIRD AIR SCREEN FLOW FLOW %� INTERIOR EXTERIOR 1\,--.081" THICK EXTRUDED ALUMINUM SIGHTPROOF DOUBLE DRAINABLE BLADES 5" DEEP ALL ANODIZED ALUMINUM ;—� CONSTRUCTION (FLORIDA PRODUCT 4. APPROVED AND WIND DRIVEN RAIN RESISTANT STATIONARY LOUVER). 8" CMU WALL WITH GROUT FILLED BOND BEAM OR SOLID CONCRETE LINTEL ABOVE AND BELOW LOWER WALL LOUVER MOUNTING DETAIL NOT TO SCALE 2 3 SCREW PLUG r w. MIN. 1"—� ne, AIR HANDLER CONDENSATE DRAIN PAN VENT CLEANOUT WITH SUP—FIT, NOT SCREW CAP PITCH TO OFFSET LINE FRICTION MINIMUM 1/47 PER FOOT NOTE: 1) PIPING MATERIALS SHALL BEQ� PVC SCHEDULE 40 t 2) PIPE SAME SIZE AS AIR HANDLER OUTLET SCREW PLUG HUB DRAIN (HD) R HANDUNC UNIT CC - _ - SA_ DETAIL NOT TO SCALE 18"f STRAP SUPPORT (5't O.C. MAX.) MYLAR REINFORCED FACTORY, INSULATED (1" THICK) FLEXIBLE DUCT FOR SIZE AS NOTED ON PIANS. CAULK & SEAL AT BOTH GRILLE NECK AND FLEXIBLE DUCT 1.vimttc i iviJ. TIGHTEN WITH DRAW BAND. INSULATE TOP OF GRILLE WITH 2" 2" STRAP OR THICK FIBERGLASS BLANKET DRAW BAND INSULATION OR PROVIDE FACTORY PRE -INSULATED GRILLE. 1� \--•ACOUSTICAL CEILING TILE EXPOSED CEILING TEE RETURN AIR GRILLE R AIR GRILLEC N ON DETAJL NOT TO SCALE y 18"f STRAP SUPPORT (5't O.C. MAX.) MYIAR REINFORCED FACTORY INSULATED (1" THICK) FLEXIBLE DUCT FOR SIZE AS NOTED ON PLANS. CAULK & SEAL AT BOTH DIFFUSER NECK AND FLEXIBLE DUCT CONNECTION. TIGHTEN WITH DRAW BAND. INSULATE TOP OF DIFFUSER WITH 2" THICK FIBERGLASS BLANKET INSULATION OR PROVIDE FACTORY 2" STRAP OR PRE -INSULATED DIFFUSER. DRAW BAND ........... . f ! � \-ACOUSTICAL CEILING TILE EXPOSED CEILING TEE SUPPLY AIR DIFFUSER SUPPLY DIFRJSER.CONNEC11ON DETAIL NOT TO SCALE / N o BEARING OPTION . WING ` / ROD CONTRMS Nur ON ALL DAMPERS ARM OVER 12" DIA. ELEVATION DUCT ROUND DAMPER 2 -BLADE ARRANGEMENT �- DUCT 1/8" CLEARANCE ALL AROUND DUCT 3/8" 3/8" PIN QUADRANT 1/2" 1/2" ROD -PIN • x QUADRANT- 1/8" CLEARANCE 22 GA. BLADE u I I • ALL AROUND 16 GA. BLADE UP TO 18 1 Ill. —19" TO 48"--j _ STIFFEN AS REQUIRED 1 2" NOTE: OVER 12" HIGH USE o / MUL71PL.E BLADES. fQ 1 CI 2" STEEL/CHANNEL STEEL/JOIST -� WELD GYP.) (TYP.)NUT & WASHER 5/8" STEEL THREADED RODS 5 '^" ""DE HEAVY GAUGE MOUNTING TEGRAL TO WALL HOUSING 1/2" LONG x 3/8" THICK TAP CON TYPICAL OF 3 PER SIDE - 4 ES IN PRE -PUNCHED MOUNTING _ES AIR FLOW STEEL WALL FLEXIBLE CONNECTOR &ll `y y� „� I-. TRANSITION AS REQUIRED vv""V INTO PAN. PAN SHALL EXTEND 2" BEYOND UNIT ALL AROUND PER SUPPORT PAN WITH (4)1/4" RODS FROM WML HOUSING DETAIL STRUCTURE. THREADED RODS SHALL BE ADJUSTABLE NOT TO SCALE AND SHALL HAVE QUICK DETACHABLE CONNECTIONS. PAN CONSTRUCTION SHALL BE GALV- ANIZED SHEEP METAL 20 GAUGE MIN. 18 GAUGE SOLID GALVANIZED HORIZONTAL AJR HANDLING UNIT DETAIL STEEL WALL HOUSING WITH / !� 1� ACCESS DOOR FOR MOTOR MASONRY WALL NOT TO SCALE AND BELT SERVICE LOUVER FLANGE MOTOR FIXED LOUVER BLADE GUTTERS AIR - I AIRS AIR COOLED CONDENSING UNIT -MAINTAIN FLOW - e•--� FLOW MINIMUM 3'-0" CLEARANCE ON ALL SIDES' WEATHERPROOF ALUMINUM WALL WELDED STEEL WIRE - o INLET GUARD - \ LOUVER (DRAINABLE) 4" CONCRETE PAD - MINIMUM1 1/2" KENDORF 28 GAUGE GALVANIZED STEEL 4" LARGER THAN CONDENSING BACKDRAFf DAMPER BLADES UNIT ON ALL SIDES JIL PROPELLER WITH MECHANICALLY FASTENED PROVIDE ADDITIONAL SUPPORT FROM VINYL EDGE SEALS. ROOF STRUCTURE CONSISTING OF \ 3/4" THREADED ROD WITH SPRING ADJUSTABLE 1 1 2" WIDE HEAVY ` 20 GAUGE GALVANIZED VIBRATION ISOLATOR GAUGE MOUNTING FLANGE STEEL HOUSING SHUTTER (TYPICAL OF 2) INTEGRAL TO WALL HOUSING. 2" WIDE, 10 GAGE GALVANIZED 1 1/2" LONG x 3/8" THICK TAP METAL STRAP ATTACHED TO CONCRETE CON - TYPICAL OF 3 PER SIDE - PAD WITH (2) 1/4" TAPCONS AND TO TYPICAL OF ALL 4 SIDES. CONDENSING UNIT SUPPORT BASE WITH REFRIGERANT PIPING FROM AIR HANDLING WALL MOUNTED PROPS (2) 1/4" SHEETMETAL SCREWS. PROVIDE ONE UNIT—WRAP WITH 1" THICK FOAM RUBBER STRAP EVERY 24" O.C. INSTALLATION SHALL (ARMAFLD() INSULATION. ALL EXPOSED EHAIJST DETAILEIS� MEET WINDLOADS AS PER THE 2014 FLORIDA PIPING ABOVE SLAB SHALL BE WRAPPED BUILDING CODE AND THE 2014 FLORIDA MECHANICAL WITH ALUMINUM JACKETING. NOT TO SCALE CODE. SUSPEND FROM STRUCTURE OR SLAB WITH 3/8" STEEL ROD MO� CONDENSING UNf AND SPRING VIBRATION PAD ISOLATORS. - FLEXIBLE CONNECTION MOUNTING DETAIL NOT TO SCALE ,r • jr l- � t• l• l 6" MIN. f' 6" MIN . -.4-A" MIN r CONDENSATE DRYWELL DETAIL NOT TO SCALE OVERLAPPING VALVE BOX COVER (GREEN) GRADE, SOD OR LANDSCAPING - SLOPE AWAY FROM DRYWELL.. COMPACTED SOIL SEAL WATER TIGHT WITH SILICONE OR GROUT. T SCHEDULE 40 PVC CONDENSATE DRAIN LINE - SLOPE PIPE AT 1/8"/FOOT. •30" X 17" X 18" DEEP VALVE BOX AND COVER NDS MODEL 126BCB (BLACK BOX/GREEN COVER) FILL WITH ROCK OR COURSE GRAVEL. 0070M OF VALVE BOX IS OPEN. SECURE TO STRUCTURE ONE AT EACH CORNER. 3/8" ROD MIN. OR AS REQUIRED FOR WEIGHT OF FAN DOUBLE DEFLECTION NEOPRENE OR EOPM ELEMENT SPRING VIBRATION ISOLATOR ISOLATOR - 95% E.F.F �-SPRING CUP R EDPM SECURE TO UNIT FAN --\ LOCKING NUT • MUNICIPAL AIRPORT SEBASTIAN, FLORIDA INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LINEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813) 889-3982 ARCHITECT BUSINESS NUMBER AA26002484 DesWer. Owedced by: ABJr P.E. ABJr P.E. Tedmtatan: Baker Prof No,.- MB o»MB 139975 F.nq~ of Record Augusto E. aches .kr. P.E. r��rsbe a ASSOCIIA`I"ES 150 CIRCLE DRIVE, MAITLAND, FL 32751 TELEPHONE: 407.626.0882 wC E-MAIL: 6vu..'>..'a.4LKG.COM FLORIDA STATE P.E. NUMBER: 5131 �a9,Itttiar�e®s qft • cc. .. of; S A �p�'•' o FLOC .•° • ��' O 1301313 mak, RC=A P.E # 39410 Notes: REVISIONS No. Description Date By Project Name: . CONSTRUCT HANGAR C 11 Q Drawing Name: HVAC DETAILS FDOT Project Na: FM AJ.P. Project Na: 425750-1-94-01 DOW Issue: FEBRUARY 2016 BIDDING Soat+x DrowInq Number: NONE M-5.1 RETURN AIR DUCT WITH FLEXIBLE CONNECTION 5/8"0 THREADED ROD RIGIDLY ATTACHED TO 2" FILTER-� & TRANSITION AS REQUIRED STRUCTURE ABOVE - (TYPICAL) PROVIDE PAN WHEN UNIT IS MOUNTED SPRING VIBRATION ABOVE CEILING ISOLATORS (TYP.) SUPPORT RODS FAN COIL UNIT �..- INSULATED CONDENSATE DRAIN TRAP UNE TO EXTERIOR OF BUILDING. AIR FLOW SIZE OF LINE TO MATCH UNIT CNNECTION. SECONDARY DRAIN PAN WITH ALARM/FLOAT SWITCH TO SUPPLY AIR DUCT WITH SHUT UNIT DOWN IN EVENT OF CONDENSATE FLOW 5 '^" ""DE HEAVY GAUGE MOUNTING TEGRAL TO WALL HOUSING 1/2" LONG x 3/8" THICK TAP CON TYPICAL OF 3 PER SIDE - 4 ES IN PRE -PUNCHED MOUNTING _ES AIR FLOW STEEL WALL FLEXIBLE CONNECTOR &ll `y y� „� I-. TRANSITION AS REQUIRED vv""V INTO PAN. PAN SHALL EXTEND 2" BEYOND UNIT ALL AROUND PER SUPPORT PAN WITH (4)1/4" RODS FROM WML HOUSING DETAIL STRUCTURE. THREADED RODS SHALL BE ADJUSTABLE NOT TO SCALE AND SHALL HAVE QUICK DETACHABLE CONNECTIONS. PAN CONSTRUCTION SHALL BE GALV- ANIZED SHEEP METAL 20 GAUGE MIN. 18 GAUGE SOLID GALVANIZED HORIZONTAL AJR HANDLING UNIT DETAIL STEEL WALL HOUSING WITH / !� 1� ACCESS DOOR FOR MOTOR MASONRY WALL NOT TO SCALE AND BELT SERVICE LOUVER FLANGE MOTOR FIXED LOUVER BLADE GUTTERS AIR - I AIRS AIR COOLED CONDENSING UNIT -MAINTAIN FLOW - e•--� FLOW MINIMUM 3'-0" CLEARANCE ON ALL SIDES' WEATHERPROOF ALUMINUM WALL WELDED STEEL WIRE - o INLET GUARD - \ LOUVER (DRAINABLE) 4" CONCRETE PAD - MINIMUM1 1/2" KENDORF 28 GAUGE GALVANIZED STEEL 4" LARGER THAN CONDENSING BACKDRAFf DAMPER BLADES UNIT ON ALL SIDES JIL PROPELLER WITH MECHANICALLY FASTENED PROVIDE ADDITIONAL SUPPORT FROM VINYL EDGE SEALS. ROOF STRUCTURE CONSISTING OF \ 3/4" THREADED ROD WITH SPRING ADJUSTABLE 1 1 2" WIDE HEAVY ` 20 GAUGE GALVANIZED VIBRATION ISOLATOR GAUGE MOUNTING FLANGE STEEL HOUSING SHUTTER (TYPICAL OF 2) INTEGRAL TO WALL HOUSING. 2" WIDE, 10 GAGE GALVANIZED 1 1/2" LONG x 3/8" THICK TAP METAL STRAP ATTACHED TO CONCRETE CON - TYPICAL OF 3 PER SIDE - PAD WITH (2) 1/4" TAPCONS AND TO TYPICAL OF ALL 4 SIDES. CONDENSING UNIT SUPPORT BASE WITH REFRIGERANT PIPING FROM AIR HANDLING WALL MOUNTED PROPS (2) 1/4" SHEETMETAL SCREWS. PROVIDE ONE UNIT—WRAP WITH 1" THICK FOAM RUBBER STRAP EVERY 24" O.C. INSTALLATION SHALL (ARMAFLD() INSULATION. ALL EXPOSED EHAIJST DETAILEIS� MEET WINDLOADS AS PER THE 2014 FLORIDA PIPING ABOVE SLAB SHALL BE WRAPPED BUILDING CODE AND THE 2014 FLORIDA MECHANICAL WITH ALUMINUM JACKETING. NOT TO SCALE CODE. SUSPEND FROM STRUCTURE OR SLAB WITH 3/8" STEEL ROD MO� CONDENSING UNf AND SPRING VIBRATION PAD ISOLATORS. - FLEXIBLE CONNECTION MOUNTING DETAIL NOT TO SCALE ,r • jr l- � t• l• l 6" MIN. f' 6" MIN . -.4-A" MIN r CONDENSATE DRYWELL DETAIL NOT TO SCALE OVERLAPPING VALVE BOX COVER (GREEN) GRADE, SOD OR LANDSCAPING - SLOPE AWAY FROM DRYWELL.. COMPACTED SOIL SEAL WATER TIGHT WITH SILICONE OR GROUT. T SCHEDULE 40 PVC CONDENSATE DRAIN LINE - SLOPE PIPE AT 1/8"/FOOT. •30" X 17" X 18" DEEP VALVE BOX AND COVER NDS MODEL 126BCB (BLACK BOX/GREEN COVER) FILL WITH ROCK OR COURSE GRAVEL. 0070M OF VALVE BOX IS OPEN. SECURE TO STRUCTURE ONE AT EACH CORNER. 3/8" ROD MIN. OR AS REQUIRED FOR WEIGHT OF FAN DOUBLE DEFLECTION NEOPRENE OR EOPM ELEMENT SPRING VIBRATION ISOLATOR ISOLATOR - 95% E.F.F �-SPRING CUP R EDPM SECURE TO UNIT FAN --\ LOCKING NUT • MUNICIPAL AIRPORT SEBASTIAN, FLORIDA INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LINEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813) 889-3982 ARCHITECT BUSINESS NUMBER AA26002484 DesWer. Owedced by: ABJr P.E. ABJr P.E. Tedmtatan: Baker Prof No,.- MB o»MB 139975 F.nq~ of Record Augusto E. aches .kr. P.E. r��rsbe a ASSOCIIA`I"ES 150 CIRCLE DRIVE, MAITLAND, FL 32751 TELEPHONE: 407.626.0882 wC E-MAIL: 6vu..'>..'a.4LKG.COM FLORIDA STATE P.E. NUMBER: 5131 �a9,Itttiar�e®s qft • cc. .. of; S A �p�'•' o FLOC .•° • ��' O 1301313 mak, RC=A P.E # 39410 Notes: REVISIONS No. Description Date By Project Name: . CONSTRUCT HANGAR C 11 Q Drawing Name: HVAC DETAILS FDOT Project Na: FM AJ.P. Project Na: 425750-1-94-01 DOW Issue: FEBRUARY 2016 BIDDING Soat+x DrowInq Number: NONE M-5.1 ❑s U 572 0 1 1 2 LATER DEMAND CALCULATION WATER CLOSET 3 5.0 15.0 WATER CLOSET (FUTURE) 4 5.0 20.0 URINAL 1 5.0 5.0 URINAL (FUTURE) 1 5.0 5.0 LAVATORY 4 2.0 8.0 LAVATORTY (FUTURE) 5 2.0 10.0 ELECTRIC WATER COOLER 1 0.25 0.25 ELECTRIC WATER COOLER (FUTURE) 1 0.25 0.25 COUNTER SINK 1 1.4 1.40 DISHWASHER 2 1.4 2.8 SHOWER (FUTURE) 1 4.0 4.0 LAUNDRY TUB (FUTURE) 1 3.0 3.0 EMERGENCY SHOWER/EYEWASH (FUTURE) 1 30.0 30.0 TOTAL ADA/HANDICAP CS -1 104.70 ACCORDING TO TABLE E103.3 OF THE 2014 FLORIDA PLUMBING CODE FOR SYSTEMS WITH 1/2v PREDOMINANT FLUSH TANKS, 104.70 FIXTURE UNITS RESULTS IN A MAXIMUM DEMAND OF 45.0 GPM AT A MAXIMUM OF 8 FT/SEC VELOCITY IN ACCORDANCE WITH FIGURE E103.3(3). THIS REQUIRES A 1 112" WATER SUPPLY MAIN WHICH IS WHAT IS BEING PROVIDED. - - - - - - PLUMBING F=RE SCHEDULE WC -1 WATER CLOSET: FLOOR MOUNTED, iwINUAL FLUSH TANK, SIPHON JET, WATER SAVER 1.28 GPF, ELONGATED, WHITE VITREOUS CHINA, WHiTE OPEN FRONT SEAT, SUPPLY WITH STOP. AMERICAN STANDARD 'NEW CADET" 2174.139. WC -2 HAl iICAPA Y WATER CLOSET: FLOOR MOUNTED, MANUAL FLUSH TANK, SIPHON JET, WATER SAVER 1.28 GPF, ELONGATED, WHITE VITREOUS OM 18' HIGH FOR HANDICAPPED, WHITE OPEN FRONT SEAT, SUPPLY WITH STOP. AMERICAN STANDARD 'CADET'° 2106.408. ADA APPROVED HANDICAP ACCESSIBLE FIXTURE. UR -1 HANDICAP URINAL WALL HUNG, TOP SPUD, WATER CONSERVING 1/8 GPM MANUAL FLUSH VALVE, WASHOUT, WHiTE VITREOUS CHINA, FLOOR !MOUNTED CARRIER. ZURN 'THE PiNT" Z5798.207.00 URINAL SYSTEIM. ADA APPROVED FIXTURE FOR HANDICAP ACCESSIBILITY, MOUNT AT ADA APPROVED HANDICAP ACCESSIBLE HEIGHT. FURNISH WITH 5 YEAR WARRANTY ON FIXTURE/FLUSH VALVE COMBINATION. L-1 LAVATORY, 20" X 18" WALL HUNG, WHITE VITREOUS CHiNA, FLOOR MOUNTED CARRIER, PUSH BUTTON SLOW CLOSING METERING FAUCET WiTH FIAT GRID STRAINER, BRASS P -TRAP, SUPPLIES WiTH STOP. AMERICAN STANDARD 'LUCERNE' 0355.012, T&S BRASS B-0807 FAUCET. L-2 HANDICAP LAVATORY: 20' X 18' WALL HUNG, WHITE VITREOUS CRNA, FLOOR MOUNTED CARRIER, PUSH BUTTON SLOW CLOSING METERING FAUCET WITH FLAT GRiD STRAINER, BRASS P -TRAP, SUPPLIES WiTH STOP. INSULATE WATER AND WASTE PIPING BELOW LAVATORY. AMERICAN STANDARD "LUCERNE' 0355.012, T&S BRASS B-0807 FAUCET. ENC -1 ELECTRIC WATER COOLER: WALL HUNG, HI -LOW, HANDICAP ACCESSIBLE, STAINLESS STEEL FINISH, FRONT AND SiDE PUSH BARS, SUPPLY WiTH STOP, BRASS P -TRAP, 8.0 GPH OF 50 DEGREE WATER, 1/5 HP 4.0 FLA 115V, 1 PHASE, 60 CYCLE. HALSEY TAYLOR HACnBL-Q ADA, ELKAY EZSTLRB OR OASIS PBACSL CS -1 COUNTER SINK: 33' X 22' DOS BOWL, 18 GAM TYPE 304 STAINLESS STEEL, COUNTER MOUNTED, SELF RIMMING, DUAL DANDLE FAUCET WITH 6" wv.:,uvtA,N AND 4" WRiSTBLADES, CRUMB CUP 511 NER, SUPPLIES WITH STOP, BRASS P -TRAP. ELKAY LUSTERTONE DLR 332212 WITH ELME LK406GNOBT4 FAUCET, LK -35 STRAINER, T & S BRASS B-1305 SUPPLIES, KOHL.ER K-9000 P -TRAP, FD -1 FLOOR DRAIN: 6" STRAINER DIAMETER, CAST IRON BODY WiTH BOTTOM OUTL.Ei, COMBINATION INVERTIBLE MEMBRANE CLAMP, ADJU5TAIM TYPE B NICKEL BRONZE STRAINER, SEEPAGE SLOTS, TRAP PRIMER L,um4tu I mil, ZURN Z4158 -P OR WATTS FD -100P-45-7. M-1 TRENCH DRAIN: PRESLOPED, HEAVY DUTY LOADING, INTERLOCKING, 6" WIDE, POLYCAST RESIN/CONCRETE CONSTRUCTION. LENGTH AS PER DRAYONGS. 440 FIBERGLASS GRATE. QUAZITE ACO MODEL S60O. 11 4 HB -1 HOSE BIBB: WALL MOUNTED, BRASS, CHROME PLATED, VACUUM BREAKER, 3/4" HOSE THREAD SPOUT, POLYCARBONATE WHEEL HANDLE AND LOOSE TEE KEY. WOODFORD MODEL 24. BP -1 BACKFLOW PRER VENTER: REDUCED PRESSURE, BRONZE BODY, THREADED INLET AND OUTLET. SIZE AS PER SUPPLY LINE. WILKINS 975XLMS OR WATTS 919QT. S-1 STRAINER: BRONZE BODY, Y -TYPE DOMESTICALLY MANUFACTURED, 125 PSI RATED, 100 MESH STAINLESS STEEL SCREEN. SIZE TO MATCH WATER LINE IT IS SERVING. WILKINS TB -100 OR WATTS 7775. TMV-1 THERMOSTATIC MIXING VALVE: WATER MIXING VALVE WITH MINiMUM FLOW OF 2.0 GPM, MAXIMUM FLOW OF 10 GPM, DiAL THERMOMETER, ADJUSTABLE HIGH TEMPERATURE LIMIT STOP, INLET CHECK STOP, AND LOCKING TEMPERATURE REGULATOR, BRONZE BODY & CAP WITH STAINLESS STEEL PISTON & LINER, MANUFACTURER TO FURNISH WAIL OR CEILING MOUNTING BRACKET. 3/4' INLETS, 3/4' OUTLET. BRADLEY S59-2025-17. WATER ARRESTOR EQUAL TO ZURN SHOCKTROL MODEL Z1700 OR WATTS SG (COPPER WATER HAMMER Armco i un), 65 PSI MAX. RATING MAX. PIPING LENGTH COVERED BY ONE ARRESTOR SHALL BE 20 LINEAR FT. TYPE 'A' = 11 FU MAX, TYPE 'B' = 30 FU MAX, TYPE "C" - 60 FU MAX. ALL WATER t•AKnitn.) SHALL BE TYPE "A" UNLESS OTHERWISE SHOWN. WCO WALL CLEANOUTS: EQUAL TO: FINISHED AREAS ZURN, ZS -1469 -VP -7' UNFINISHED AREAS ZURN, ZAB-1469-VP-7" FCO FLOOR CLEANOUTS: EQUAL TO: FINISHED AREAS ZURN, ZN-24000-2, ZN-1400 OR WATTS CO-20OP-R CARPETED AREAS ZURN, ZN-14000-14, ZN-1400 OR WATTS CO-20OP-RC UNFiNISHED AREAS ZURN, ZN-1420-27, Z-1400 OR WATTS CO -207 -RX -4 HEAVY DUTY HiGH ZURN, Z -1400 -OC TRAFFIC AREAS RP -1 RECIRCULATING PUMP: INLINE, BRASS, CENTRTFUGAL, 3 GPM AT 15' HEAD, 1750 RPM, 1/25 HP, 115V, 10, 60 CYCLE, GROUNDFOS MODEL UP15-4265. ARV -1 AIR ADMITTANCE VALVE: POLYSTYRENE AND ABS PLASTIC CONSTRUCTION WITH PVC ADAPTER. INTERNAL AND EXTERNAL SCREENING WiTH PROTECTIVE COVER. NSF APPROVED. LOCATE VENT 4" ABOVE THE WEIR OF THE TRAP THAT IT IS PROTECTING. SIZE AS REQUIRED. LIFETIME WARRANTY. STUDOR MiNI VENT OR MAX] VENT. uWr KW STORAGE ncvvrcAt GRH MMM DNETEIt HQGHT RW WATER 01I WATER POWER NUIBR (GAL) AT 77 RISE A AIIIItl.iiI VOLTS CYCLER EWH-1 (2) 4.5 50 22" 46-1/2' 3/4" 3/4'" 208 1 W NOTES 1. WATER HEATER SHALL MEET THE ENERGY EFFECIENCY REQUIREMENTS 6. FURNISH WiTH FOSS DRAIN VALVE AS SET FORTH IN THE 2014 FLORIDA ENERGY CODE. 7. FURNISH WITH Gi.RSS LiNED STEEL. TANK. 2. WATER HEATER SHALL BE U.L LISTED 8. FURNISH WTrH A XIIL17ABLE THERM -STAT CONTROL 3. FURNISH WITH 6 YEAR LIMITED WARRANTY. 9. FURNISH WITH DUAL NON -SIMULTANEOUS UPPER & LOWER ELEMENTS. 4. FURNISH WiTH WATER HEATER SUPPORT STAND (SEE DETAIL). 10. FURNISH WITH EXPANSION TANK. 5. FURNISH WITH R-16 INSULATION (NON CFC FOAM). � 2 3 RUSE FXWRER/VM LOCHINVAR LTA052KK WWH I TOTES p ) 1 - 10 4 5 PWMBINr GENERAL NOTES 1. Al WORK SHALL CONFORM WITH THE 2014 FLORIDA PLUMBING CODE, THE 2014 FLORIDA BUILDING CODE, THE 2014 FLORIDA ACCESSIBILITY CODE, THE BREVARD COUNTY BUILDING DEPARTMENT AND ALL OTHER APPLICABLE CODES AND STANDARDS. 2. ALL HANDICAP FIXTURES SHAH BE MOUNTED IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT (ADA) AND THE 2014 FLORIDA ACCESSIBILITY CODE CHAPTER 11 - FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. 3. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXACT LOCATIONS OF ALL UTILITIES IN THE FIELD. 4. PRiOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY ALL EXISTING BUILDING CONDITIONS. 5. COORDINATE WORK WITH ALL OTHER TRADES TO AVOID INTERFERENCES. 6. INSTALL ALL WATER, WASTE AND VENT PIPING IN ACCORDANCE WITH ALL APPLICABLE CODES. 7. SOIL, WASTE AND VENT PIPING SHALL BE SOLID WALL SCHEDULE 40 PVC DWV PIPING IN ACCORDANCE WITH ASTM D 2665. FITTINGS SHALL BE SCHEDULE 40 PVC DWV FITTINGS AND SHALL BE 1N ACCORDANCE WITH ASTM D 3311. JOINTS SHALL BE SOLVENT CEMENTED iN ACCORDANCE WITH ASTM D 2855 USiNG SOLVENT CEMENT IN COMPLIANCE WiTH ASTM D 2564. B. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND MOUNTING HEIGHTS OF ALL PLUMBING FIXTURES. 9. ALL PIPING SHALL BE CONCEALED WITHIN THE CEILING SPACE, WALLS AND CHASES AS SHOWN ON PLANS. 10. ALL EXPOSED PIPING AT PLUMBING FIXTURES SHALL BE CHROME PLATED BRASS WITH ESCUTCHEON PLATES AT THE WALL, FLOOR OR CEILING PENETRATIONS. 11. ALL ABOVE SLAB COLD WATER, HOT WATER AND TEMPERED WATER PIPING SHALL BE SCHEDULE 40 CPVC IN ACCORDANCE WITH ASTM F 441. PIPE FITTINGS SHALL BE IN ACCORDANCE WITH ASTM F 483. JOINTS SHALL BE SOLVENT CEMENTED IN ACCORDANCE WiTH ASTM D 2846 USING SOLVENT CEMENT IN COMPLIANCE WITH ASTM F 493. 12. ALL COPPER WATER LINE PENETRATIONS THROUGH WALLS AND FOOTERS SHALL BE SLEEVED. 13. INSULATE ALL HOT WATER, TEMPERED WATER AND HOT WATER RECIRCULATION PIPING WiTH 1" THICK FIBERGLASS INSULATION WITH SELF SEALING VAPOR RETARDANT AND FOIL JACKET (R-4.35/INCH). 14. INSULATE ALL EXPOSED PiPES AND SURFACES UNDER ACCESSIBLE LAVATORIES PER ADA 4.19.4 AND ANSI -A117.1. PROVIDE ONE PIECE rnviL%,ivr, WiTH FULL ROTATION OPTION CONSISTING OF INTERNAL GROOVE LOCKING RING FOR NON SEPARATION AND EXTERNAL LOCKING RING WITH STAINLESS STEEL SECURITY SCREEN TO INSURE EXTRA LONG TERM TAMPER RESISTANCE ANTIMICROBIAL U.V. INHIBITED UNIVERSAL FIT, 3-M DUAL LOCK (TM) FASTENERS SECURED WITH SELF LOCKING APPROVED NYLON STRAPS. FURNISH ONE PiECE VALVE/ANGLE STEP PROTECTOR. ONE PIECE OFFSET PROTECTOR AND ONE PIECE P -TRAP PROTECTOR. PRO-XTREME BY PLUMBEREX. 15. ALL PIPING SHALL BE FIRMLY ANCHORED AND SUPPORTED IT'S ENTIRE LENGTH TO PREVENT SWAY AND VIBRATION. 16. CONTRACTOR SHALL FURNISH AND INSTALL WATER SHOCK ARRESTERS EQUAL TO ZURN SHOKTROL AS SHOWN ON PLANS AND AS PER MANUFACTURER'S RECOMMENDATIONS. ALR CHAMBERS SHALL NOT BE SUBSTITUTED FOR FACTORY FABRICATED WATER SHOCK Artitca i vmzi. 17. ALL FLOOR DRAINS SHALL HAVE TRAP PRIMER. TRAP PRIMER SHALL BE OF THE WATER SAVER TYPE EQUAL TO ZURN Z 1021 MOUNTED TO THE 1 1/4' SINK OUTLET AND CONNECTED VLA FLE?QBLE COPPER TO THE TRAP PRIMER CONNECTION AT THE FLOOR DRAIN. 18. FURNISH SUPPLIES WITH STOP VALVES FOR ALL PLUMBING FIXTURES. 19. ALL SHUT-OFF VALVES SHALL BE BALL VALVES. 20. ALL WATER PIPING SHALL BE SLOPED TO DRAIN. 21. ALL SOiL, WASTE, AND VENT PiPING SHALL BE SLOPED 1/4' PER FOOT (2%) FOR PIPES 2 1/2' AND SMALLER AND 1/8" PER FOOT (1%) FOR PIPES 3' AND LARGER. 22. PROVIDE DIELECTRIC UNIONS AT ALL CONNECTIONS OF DISSIMILAR METALS. 23. SEAL ALL PENETRATIONS OF FIRE RATED PARTITIONS WITH FIRE RATED STOPPING MATERIAL 24. FURNISH AND INSTALL A TiME CLOCK FOR THE WATER HEATER. 25. FURNISH AND INSTALL A TIME CLOCK FOR THE HOT WATER RECIRCULATION PUMP. 26. SET WATER HEATER THERMOSTAT TO PREVENT PROMOTION OF LEGIONELLA (140' F). FURNISH TEMPERING MIXING VALVE TO PROVIDE 110 F" WATER AT THE PLUMBING FIXTURES. 27. FURNISH AN EXPANSION TANK WITH EVERY STORAGE TYPE WATER HEATER. CONTRACTOR SHALL CHARGE EACH EXPN60N TANK TO EQUAL THE STREET WATER PRESSURE. 28• FURNISH ALL HOSE BLBBS WITH VACUUM BREAKER, WATER SHOCK ARRESTOR AND ISOLATION/SHUT OFF VALVE. 29. PiPE ALL P&T VALVES FROM WATER HEATERS TO OUTSIDE OF BUILDING USING FULL SIZE COPPER PIPING. 30. PROVIDE 12"x12" ACCESS DOORS ON ALL NON -ACCESSIBLE CEILINGS AND WALLS FOR ALL VALVES. 31. PROVIDE CLEANOUTS FOR STORM, SOiL, WASTE AND VENT PIPING EVERY 100 FT., AT CHANGES OF DIRECTION, AT THE BASE OF DOWNSPOUTS AND AT BASE OF SOIL AND WASTE STACKS. IN ADDITION TO CLEANOUTS INDICATED ON THE PLANS, CLEANOUTS SHALL BE LOCATED IN ACCORDANCE WITH THE REQUIREMENTS OF ALL APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION, 32. DRAINAGE WASTE AND VENT PIPING LOCATED WITHIN FIRE RATED WALL ASSEMBLIES SHALL BE SERVICE WEIGHT CAST IRON WITH NO -HUB OR BELL AND SPIGOT FITTINGS. CONTRACTOR SHALL PROVIDE rint.jivrr,,►v" MATERIAL AT ALL PENETRATIONS OF FIRE RATED ASSEMBLIES CONSISTANT WITH THE FIRE RATING AND T RATING OF THE ASSEMBLY. 33. PLUMBING PIPING SHALL NOT BE RUN THROUGH OR INTO ELECTRICAL ROOMS, COMPUTER ROOMS, IT ROOMS, IDF OR MDF ROOMS. PLUMBING PIPING SHALL NOT BE RUN ABOVE ELECTRICAL PANELS. 34. ALL FAUCET BODIES SHALL BE ONE PIECE BRASS CONSTRUCTION. 35. ALL EXTERIOR WALL CLEAN OUTS SHALL BE FURNISHED WITH A COATED CAST IRON SQUARE HINGED ACCESS PANEL WITH VANDAL PROOF SCREWS EQUAL TO ZURN MOON. Z -1461 -VP. SIZE SHALL 13E 10'X 10" OR LARGER AS NEEDED. 36. ALL INTERIOR WALL CLAN OUTS SHALL BE FURNISHED WiTH TYPE 304 STAINLESS STEEL ROUND ACCESS COVER EQUAL TO ZURN ZS -1469 -VP WiTH A VANDAL PROOF SCREW. 37. ALL DOMESTIC WATER SHUT OFF VALVES LOCATED IN THE CEILING SPACE SHALL BE ACCESSIBLE AND SHALL BE LOCATED WITHIN 18' OF THE CEILING. 38. THE CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE THAT THE PLUMBING WORK IS FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE BY OWNER. REPAIR OR REPLACE ALL WORK WHiCH BECOMES DEFECTIVE AT NO COST TO OWNER. 39. THE CONTRACTOR SHALL PROVIDE ALL REQUIRED PERMITS. 40. THE CONTRACTOR SHALL. PROVIDE ACCURATE RED -LINE (OR BETTER) AS -BUILT PLUMBING DRAWINGS TO ARCHITECT/OWNED AT PROJECT COMPLETION WITH PROJECT CLOSEOUT DOCUMENTS. I 5 7 Ih MUNICIPAL AIRPORT rr•r FLORIDA INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LiNEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813) 889-3982 ARCHITECT BUSINESS NUMBER AA26002484 QtedW by ABJr P.E. ABJr P.E. Todmtdan: e*er Prof No-- MB a:MB 139975 Engineer of Record Augusta E. Bobes Jr. P.E. 0013 E~S ASSOCIATES 4000 IMMA-IiAg. LN46 ao 150 CIRCLE DRIVE, MAITLAND, FL 32751 TELEPHONE: 407.628.0882 MEN E-MAIL: iNFOOMBESENG.COM FLORIDA STATE P.E. NUMBER: 5131 sos �Y� �• r0 ♦00 s ♦ 1N, r ,� 2 0 . •,•• F ♦♦e o0 ®''p>, �aaiarr>>� AUGUSTO E BOBES RL P.E fLORiDA P,£ # 39410 C Notes: REVISIONS No. Description Date Project Name: CONSTRUCT HANGAR C 1 Q Drawing Name: By PLUMBING GENERAL NOTES, SYMBOLS AND SCHEDULES FDOT Pra)wt Na: 425750-1-94-01 Lkft FEBRUARY 2016 NONE FM AJA Projeat No.: Iewue: BIDDING Drawing Number: P-0.1 I: PLUMBING R=RE CONNECTION Sl(I)IULE S"Am vWwt%IritvA CW TW HW WASTE VENT �5 WC -1 WATER CLOSET 1/2" - - - - 3" 2" - - - WC -2 WATER CLOSET 1/2" - - - - 3" 2' ADA/HANDICAP UR -1 URINAL 3/4' - - - - 2" 1 1/2' ADA/HANDiCAP L-1 LAVATORY 1/2" 1/2" - - 1 1/2' 1 1/4" WALL L-2 LAVATORY 1/2" 1/2' - - 1 1/2' 1 1/4' ADA/HANDICAP EFIC-1 ELECTRIC WATER COOLER 1/2n - - - - 1 1/4. 1 1/4- ADA/HANDICAP CS -1 COUNTER SINK 1/2x 1/2v - - 1 1/2' 1 1/4' ADA/HANDICAP HB -1 HOSE BiBB 3/4' - - - - - - - - - - - uWr KW STORAGE ncvvrcAt GRH MMM DNETEIt HQGHT RW WATER 01I WATER POWER NUIBR (GAL) AT 77 RISE A AIIIItl.iiI VOLTS CYCLER EWH-1 (2) 4.5 50 22" 46-1/2' 3/4" 3/4'" 208 1 W NOTES 1. WATER HEATER SHALL MEET THE ENERGY EFFECIENCY REQUIREMENTS 6. FURNISH WiTH FOSS DRAIN VALVE AS SET FORTH IN THE 2014 FLORIDA ENERGY CODE. 7. FURNISH WITH Gi.RSS LiNED STEEL. TANK. 2. WATER HEATER SHALL BE U.L LISTED 8. FURNISH WTrH A XIIL17ABLE THERM -STAT CONTROL 3. FURNISH WITH 6 YEAR LIMITED WARRANTY. 9. FURNISH WITH DUAL NON -SIMULTANEOUS UPPER & LOWER ELEMENTS. 4. FURNISH WiTH WATER HEATER SUPPORT STAND (SEE DETAIL). 10. FURNISH WITH EXPANSION TANK. 5. FURNISH WITH R-16 INSULATION (NON CFC FOAM). � 2 3 RUSE FXWRER/VM LOCHINVAR LTA052KK WWH I TOTES p ) 1 - 10 4 5 PWMBINr GENERAL NOTES 1. Al WORK SHALL CONFORM WITH THE 2014 FLORIDA PLUMBING CODE, THE 2014 FLORIDA BUILDING CODE, THE 2014 FLORIDA ACCESSIBILITY CODE, THE BREVARD COUNTY BUILDING DEPARTMENT AND ALL OTHER APPLICABLE CODES AND STANDARDS. 2. ALL HANDICAP FIXTURES SHAH BE MOUNTED IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT (ADA) AND THE 2014 FLORIDA ACCESSIBILITY CODE CHAPTER 11 - FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. 3. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXACT LOCATIONS OF ALL UTILITIES IN THE FIELD. 4. PRiOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY ALL EXISTING BUILDING CONDITIONS. 5. COORDINATE WORK WITH ALL OTHER TRADES TO AVOID INTERFERENCES. 6. INSTALL ALL WATER, WASTE AND VENT PIPING IN ACCORDANCE WITH ALL APPLICABLE CODES. 7. SOIL, WASTE AND VENT PIPING SHALL BE SOLID WALL SCHEDULE 40 PVC DWV PIPING IN ACCORDANCE WITH ASTM D 2665. FITTINGS SHALL BE SCHEDULE 40 PVC DWV FITTINGS AND SHALL BE 1N ACCORDANCE WITH ASTM D 3311. JOINTS SHALL BE SOLVENT CEMENTED iN ACCORDANCE WITH ASTM D 2855 USiNG SOLVENT CEMENT IN COMPLIANCE WiTH ASTM D 2564. B. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND MOUNTING HEIGHTS OF ALL PLUMBING FIXTURES. 9. ALL PIPING SHALL BE CONCEALED WITHIN THE CEILING SPACE, WALLS AND CHASES AS SHOWN ON PLANS. 10. ALL EXPOSED PIPING AT PLUMBING FIXTURES SHALL BE CHROME PLATED BRASS WITH ESCUTCHEON PLATES AT THE WALL, FLOOR OR CEILING PENETRATIONS. 11. ALL ABOVE SLAB COLD WATER, HOT WATER AND TEMPERED WATER PIPING SHALL BE SCHEDULE 40 CPVC IN ACCORDANCE WITH ASTM F 441. PIPE FITTINGS SHALL BE IN ACCORDANCE WITH ASTM F 483. JOINTS SHALL BE SOLVENT CEMENTED IN ACCORDANCE WiTH ASTM D 2846 USING SOLVENT CEMENT IN COMPLIANCE WITH ASTM F 493. 12. ALL COPPER WATER LINE PENETRATIONS THROUGH WALLS AND FOOTERS SHALL BE SLEEVED. 13. INSULATE ALL HOT WATER, TEMPERED WATER AND HOT WATER RECIRCULATION PIPING WiTH 1" THICK FIBERGLASS INSULATION WITH SELF SEALING VAPOR RETARDANT AND FOIL JACKET (R-4.35/INCH). 14. INSULATE ALL EXPOSED PiPES AND SURFACES UNDER ACCESSIBLE LAVATORIES PER ADA 4.19.4 AND ANSI -A117.1. PROVIDE ONE PIECE rnviL%,ivr, WiTH FULL ROTATION OPTION CONSISTING OF INTERNAL GROOVE LOCKING RING FOR NON SEPARATION AND EXTERNAL LOCKING RING WITH STAINLESS STEEL SECURITY SCREEN TO INSURE EXTRA LONG TERM TAMPER RESISTANCE ANTIMICROBIAL U.V. INHIBITED UNIVERSAL FIT, 3-M DUAL LOCK (TM) FASTENERS SECURED WITH SELF LOCKING APPROVED NYLON STRAPS. FURNISH ONE PiECE VALVE/ANGLE STEP PROTECTOR. ONE PIECE OFFSET PROTECTOR AND ONE PIECE P -TRAP PROTECTOR. PRO-XTREME BY PLUMBEREX. 15. ALL PIPING SHALL BE FIRMLY ANCHORED AND SUPPORTED IT'S ENTIRE LENGTH TO PREVENT SWAY AND VIBRATION. 16. CONTRACTOR SHALL FURNISH AND INSTALL WATER SHOCK ARRESTERS EQUAL TO ZURN SHOKTROL AS SHOWN ON PLANS AND AS PER MANUFACTURER'S RECOMMENDATIONS. ALR CHAMBERS SHALL NOT BE SUBSTITUTED FOR FACTORY FABRICATED WATER SHOCK Artitca i vmzi. 17. ALL FLOOR DRAINS SHALL HAVE TRAP PRIMER. TRAP PRIMER SHALL BE OF THE WATER SAVER TYPE EQUAL TO ZURN Z 1021 MOUNTED TO THE 1 1/4' SINK OUTLET AND CONNECTED VLA FLE?QBLE COPPER TO THE TRAP PRIMER CONNECTION AT THE FLOOR DRAIN. 18. FURNISH SUPPLIES WITH STOP VALVES FOR ALL PLUMBING FIXTURES. 19. ALL SHUT-OFF VALVES SHALL BE BALL VALVES. 20. ALL WATER PIPING SHALL BE SLOPED TO DRAIN. 21. ALL SOiL, WASTE, AND VENT PiPING SHALL BE SLOPED 1/4' PER FOOT (2%) FOR PIPES 2 1/2' AND SMALLER AND 1/8" PER FOOT (1%) FOR PIPES 3' AND LARGER. 22. PROVIDE DIELECTRIC UNIONS AT ALL CONNECTIONS OF DISSIMILAR METALS. 23. SEAL ALL PENETRATIONS OF FIRE RATED PARTITIONS WITH FIRE RATED STOPPING MATERIAL 24. FURNISH AND INSTALL A TiME CLOCK FOR THE WATER HEATER. 25. FURNISH AND INSTALL A TIME CLOCK FOR THE HOT WATER RECIRCULATION PUMP. 26. SET WATER HEATER THERMOSTAT TO PREVENT PROMOTION OF LEGIONELLA (140' F). FURNISH TEMPERING MIXING VALVE TO PROVIDE 110 F" WATER AT THE PLUMBING FIXTURES. 27. FURNISH AN EXPANSION TANK WITH EVERY STORAGE TYPE WATER HEATER. CONTRACTOR SHALL CHARGE EACH EXPN60N TANK TO EQUAL THE STREET WATER PRESSURE. 28• FURNISH ALL HOSE BLBBS WITH VACUUM BREAKER, WATER SHOCK ARRESTOR AND ISOLATION/SHUT OFF VALVE. 29. PiPE ALL P&T VALVES FROM WATER HEATERS TO OUTSIDE OF BUILDING USING FULL SIZE COPPER PIPING. 30. PROVIDE 12"x12" ACCESS DOORS ON ALL NON -ACCESSIBLE CEILINGS AND WALLS FOR ALL VALVES. 31. PROVIDE CLEANOUTS FOR STORM, SOiL, WASTE AND VENT PIPING EVERY 100 FT., AT CHANGES OF DIRECTION, AT THE BASE OF DOWNSPOUTS AND AT BASE OF SOIL AND WASTE STACKS. IN ADDITION TO CLEANOUTS INDICATED ON THE PLANS, CLEANOUTS SHALL BE LOCATED IN ACCORDANCE WITH THE REQUIREMENTS OF ALL APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION, 32. DRAINAGE WASTE AND VENT PIPING LOCATED WITHIN FIRE RATED WALL ASSEMBLIES SHALL BE SERVICE WEIGHT CAST IRON WITH NO -HUB OR BELL AND SPIGOT FITTINGS. CONTRACTOR SHALL PROVIDE rint.jivrr,,►v" MATERIAL AT ALL PENETRATIONS OF FIRE RATED ASSEMBLIES CONSISTANT WITH THE FIRE RATING AND T RATING OF THE ASSEMBLY. 33. PLUMBING PIPING SHALL NOT BE RUN THROUGH OR INTO ELECTRICAL ROOMS, COMPUTER ROOMS, IT ROOMS, IDF OR MDF ROOMS. PLUMBING PIPING SHALL NOT BE RUN ABOVE ELECTRICAL PANELS. 34. ALL FAUCET BODIES SHALL BE ONE PIECE BRASS CONSTRUCTION. 35. ALL EXTERIOR WALL CLEAN OUTS SHALL BE FURNISHED WITH A COATED CAST IRON SQUARE HINGED ACCESS PANEL WITH VANDAL PROOF SCREWS EQUAL TO ZURN MOON. Z -1461 -VP. SIZE SHALL 13E 10'X 10" OR LARGER AS NEEDED. 36. ALL INTERIOR WALL CLAN OUTS SHALL BE FURNISHED WiTH TYPE 304 STAINLESS STEEL ROUND ACCESS COVER EQUAL TO ZURN ZS -1469 -VP WiTH A VANDAL PROOF SCREW. 37. ALL DOMESTIC WATER SHUT OFF VALVES LOCATED IN THE CEILING SPACE SHALL BE ACCESSIBLE AND SHALL BE LOCATED WITHIN 18' OF THE CEILING. 38. THE CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE THAT THE PLUMBING WORK IS FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE BY OWNER. REPAIR OR REPLACE ALL WORK WHiCH BECOMES DEFECTIVE AT NO COST TO OWNER. 39. THE CONTRACTOR SHALL PROVIDE ALL REQUIRED PERMITS. 40. THE CONTRACTOR SHALL. PROVIDE ACCURATE RED -LINE (OR BETTER) AS -BUILT PLUMBING DRAWINGS TO ARCHITECT/OWNED AT PROJECT COMPLETION WITH PROJECT CLOSEOUT DOCUMENTS. I 5 7 Ih MUNICIPAL AIRPORT rr•r FLORIDA INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LiNEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813) 889-3982 ARCHITECT BUSINESS NUMBER AA26002484 QtedW by ABJr P.E. ABJr P.E. Todmtdan: e*er Prof No-- MB a:MB 139975 Engineer of Record Augusta E. Bobes Jr. P.E. 0013 E~S ASSOCIATES 4000 IMMA-IiAg. LN46 ao 150 CIRCLE DRIVE, MAITLAND, FL 32751 TELEPHONE: 407.628.0882 MEN E-MAIL: iNFOOMBESENG.COM FLORIDA STATE P.E. NUMBER: 5131 sos �Y� �• r0 ♦00 s ♦ 1N, r ,� 2 0 . •,•• F ♦♦e o0 ®''p>, �aaiarr>>� AUGUSTO E BOBES RL P.E fLORiDA P,£ # 39410 C Notes: REVISIONS No. Description Date Project Name: CONSTRUCT HANGAR C 1 Q Drawing Name: By PLUMBING GENERAL NOTES, SYMBOLS AND SCHEDULES FDOT Pra)wt Na: 425750-1-94-01 Lkft FEBRUARY 2016 NONE FM AJA Projeat No.: Iewue: BIDDING Drawing Number: P-0.1 I: n M U 172 ■ 20 � RTuyR Nn.YSW.� (A11111.!^ � --i FINISHED OFFICE 101 FE FINISHI�Q CORRIDO 102 1 OFFICE 103 REF. ♦ FCO 0 1 3" 4' 0 it 0 0 SEBASTIAN, FLORIDA IL CRAY Ssa ['wYMw� 1 ere,�ujYY/-""'i � � INTERNATIONAL .., OFT-__ INT NAL uJ FE a_JPLUMBING PLUMBINGKEY 40TES MICHAEL BAKER INTERNATIONAL, INC. _ C3 5020 WEST LINEBAUGH AVE. SUITE 240 C11 W0 CONTRACTOR TO CAP SANITARY WASTE LINE TAMPA, FLORIDA 33624 (813) 889-3982 0BELOW SLAB FOR FUTURE PLUMBING FIXTURE. ARCHITECT BUSINESS NUMBER AA26002484 w PROVIDE 1' PVC TRAP PRIMER TO TRENCH GYe*W by: DRAIN CATCH BASIN — SEE DETAIL ON SHEET P-5.2. ABJr P.E. ABJr P.E. STORAGE PROVIDE TRAP GUARD WITH THIS FLOOR DRAIN. Tidlnidmt: Bdcsr Prof No» I 113 NIB 139975 EngQ w of RecWt Augusto I- Bobes Jr. P.E. _ _- BODIES ASSOCIATIES 150 CIRCLE DRIVE MAITLAND FL 32751 CORR, %4 FCO EWC 1 M VESTIBULE EK ' I 109 JOFE: t �y �M 2"fav-1 � IN WALL I COMPRES —--- -- 4' SAN1T WASTE LINE ROOM UND D FOR 2 WAY CONTINUATI SEE CIVIL 112 3 GIO SITE UTILm PLAN C3.2. 114viAl ELEVA 2.30' BELOW FIMS FLS ELEVATION OF CFFICE SPACE. 3"EDD-1 v ELECTRICAL ROOM 110 21/2" SLOPE 2 112"SLOPE (SEE DETAIL) AIRCRAFT I I HANGAR 100 a Lu FCO 4' I ZEE 4'-0' X 4'-0 " CATCH BASIN t ? (SEE DETAIL) 20I 4"--t �- lr } j 0� C0 / t / I FCO 2AY 2 WAY C GC C 4' SANITARY WASTE LINE ��_ GCO UNDERGROUND — FOR � =MINUATION SEE CIVIL '--4* SWITAt?Y WAM, LINE UiwGRla�mu.4= SITE UTILIM PLAN C3.2. TO OIL W0C'PTOR — FOR SPMF!CArM AND LOCATION OF OIL in i -LA.l:r I vIl ' AND GVNTINtiA' ION OF I SEE ,WL BELOW FlNiSINVERT FNS'HID D FLOOR 2.30 SITE U1ILITIES 'FLAN C3.2. ELEVATION OF OFFICE/STORAGE SPACE. FUTURE WOMEN 114 3 VL, TELEPNONE: 407.628.0882 `► E�MAris h.r.o-vcxNG.COM FLORIDA STATEP.E. NUMBER: 5131 o061111111" �',f i<///SI A: or •. c Lu 3' STUB UP FOR ® O¢ FUTURE FLOOR DRAIN R �. s 'gyp' � � •.• ••••• �� w~ 4' STUB UP FOR FUTURE RESTROONIS. AU�f USJO E I SS 1R. P.E - ' SDA P.E # 39410 Notes: / 3' SNB UP FOR FUTURE FLOOR DRAIN — FUTURE MEN 115 I STORAGE 116 0 10 m s REVISIONS No. Description Date By OC G H Project Name: CONSTRUCT HANGAR C NORTH FLOOR PLAN PLUMBING - SANITARY SCALE: 1/8" = 1'-0" 2 3 4 5 Q Drawing Name: FLOOR PLAN - PLUMBING - SANITARY FDOT Projent No.: FAA A.I.P. Project No: 425750-1-94-01 - LN ta: Iteuee FEBRUARY 2016 BIDDING Scats: iD vWnq Numbs. P-1.1 4 A 07 111111111 'ik 0 0 1 DISHWASHER—,,`,, ISHWASHER 1/2" ELECTRIC WATER HEATER EWH-1 ON WATER HEATER SUPPORT" STAND HB 1 3/4' FINISHED I OFFICE 101 DlNISHE RRIDO 102 1 2 4 0 0 Cgum 11111:11% Congo, Alloollol' 40= .— -T — — — — — �� ;j .flu rAS�•:i11 ���• 1 +v�Pl�b*.//JI ��%�"s�. � � .� .— � s.Y iwm. - bc=d+7 dJNN y - u _ o _. AIR LINE N C!) LOOPLu s IXF— Q ;f 48" A.F.F. TYP. '�- QUICK DISCONNECT z A A A A A R . A A A A A 1 SLOPE ( 1 SLOPE 1 Q or W IW — OFFICE ua - u. 3/4" a -I REF. SLOPE CSS, 3/4" ` I 1" 1/2" 1 1/4 a� /2" J O 2 Y�t N 1 CW 10 DOWN 1" SLOPE1/2" I � ' A A A A A A H13-1 CORR. � . .. 'PI.: IC / Lei dow �---1 1/2" CW DOWNS 1" o on ALONG WALL � VES Ibmt i � S OPE i Ain i f� i f-..--�,fiLlS4fi+.FUJ"-F. i/ x,.- / - _—.%....-.......•..'�^1'1. ...IFW^"'a1� ' - I C P S 30 �`--TRAP PRIMER HOW 4— 1 1 /2"01 VALVE Il' -.1. C OMPRESSO: t 112 PROPOSED 1" COPPER COMPRESSED AIR OVERHEAD LOOP 2112" SLOPE `-2 HP COMPRESSOR (BACK—UP) IMPORTANT NOTE: CONFIRM SEPARATE PERMIT REQUIREMENTS WITH CITY OF SEBASTIAN FOR COMPRESSED AIR. PROVIDE 11E—DOWN/ANCHORING DETAILS. COMPLY W/FBC—M-301.13.1. —*'--1 1/2" DOMESTIC WATER ;AMY LINE UNDERSLAB — FOR CONTINJATION SEE CIVIL SITE UTILITIES PLAN x:3.2. ELECTRICAL ROOM 110 4 04 STORAGE 113 5 Will PWMBING KEY NOTES ., O DOMESTIC WATER SUPPLY LINE UNDERGROUND. : go, O CONTRACTOR TO PROVIDE SHUT OFF VALVE IN CEILING SPACE AND CAP FOR FUTURE. Q3 1" PVC TRAP PRIMER LINE UNDERSLAB. MUNICIPAL AIRPORT FUTURE DRAFT � � Q r- WOMEN NGAR SLOPE 114 100 1 C ; w F0, uJ ,ai a Ll COMPRESSED AIR DROPS TYP. (6). FIELD VERITY EXACT LOCATION Wf --FUTURE SLOPE 1" OWNER/CONTRACTOR \ MEN A A 115 A A A ¢� R STORAGE 116 SHUT OFF O L VALVE 1 1/2" 1 1/2" CW DOWN / ALONG WALL ----------- Hg l 3/4 � 0 0 Z 1 C D D 0 o OE OF oo NORTH FLUOR PLAN - PLUMBING- DOMESTIC WATER SCALE: 1/8" = V-0" VIII II III III IIII I I III II I I I I I I III VIII III IIII II I I IIII VII III I IIII I III III III I II I� IIT I I VIII I II I II I III I III ��, 2 � 3 4 5 ,W, SEBASTIAN. FLORIDA INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LINEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813) 889-3982 ARCHITECT BUSINESS NUMBERAA26002484 0"WW. 0mcked by: ABJr P.E. ABJr P.E. Technician: Baur Prof. Na: MB 139975 EngGrtaer of Record Augusto E. Bobes Jr. P.E. 4wicozoASSOCIATES CONSULID rd . 150 CIRCLE DRIVE, MAITLAND, FL 32751 TELEPHONE: 407.828.0882 `► EE1IWEZ INFOMMSENG.COM EI. %IRA Inn 9F�JpN UMBER: 5131 a i AZ Z. C9 e �� •w- of ''� a'••• F6.x-1'' ,•°. 1�..:+ S U AM= EQQMAP-E RLCRIDA P.E * 39410, Notes: REVISIONS No. Description Date By �r Project Name: CONSTRUCT HANGAR C Q Drawing Name: FLOOR PLAN - PLUMBING - DOMESTIC WATER FDOT Project Now FAA A.I.P. Project No -- 425750-1-94-01 o»425750-1-94-01 Data laws: FEBRUARY 2016 BIDDING 11811=11wolv P-1.2 fol i 11 ., FS -1 MOP U MIN 2 i 1 2 3 NOTE: 1" SLOPE ALL PIPING MIN. 1/8" PER FOOT J A PROPOSED 1" COPPER A COMPRESSED AIR SLOPE COMPRESSED LOOP A SLOP A ---3/4" 1 1/2".-\ A A A SLOPEA 1" SLOPE 1)1-4 ,� E� 3/4" COPPER SLOPE SLOP A SLOPE / DROP (TYP). A VERIFY EXACT COMPRESSORSLOPE ORIENTATION FROM OWNER v DRYER PER 1* A f COMPRESSOR MFR. d� '� A v cJ �_TYP. —3/4"2 HP COMPRESSOR FILTER PER BLOW -DOWN P. -t - BY OWNER COMPRESSOR MFR. VALVE 0 EACH DROP a PRESSURE RELIEF VALVE GAUGE(S) & SHUT OFF d VALVE(S) PER MFR. REQUIREMENTS COMPRESSED AIR SYSTEM -30 HP COMPRESSOR SHALL BE SUBMITTED UNDER BY OWNER A SEPARATE PERMIT, VERIFY / / W/BUILDING DEPARTMENT / / �/-1 1/2" COMPRESSED AIR RISER DIAGRAM NOT TO SCALE / / / I / \ ve/-1 1/2' GALVANIZED CUP 0 6'-0" O.C. MAX. #12 X 1 1/2" SDS SCREWS OR APPROVED SUBSTITUTE STEEL WALL (ROOF SIMILAR) AJR LINE MOUNTING DETAIL NOTE: COMPLY W/FBC-M-305.1 /TABLE 305.4 N.T.S. 4 5 3/4" 0 1/2" • B-1 I 1 0000, r �r ELECTRIC WATER HEATER � � I • � '� ' �3/4" ` EWH-1 ON WATER HEATER l SUPPORT STAND ` T CS -1 1 1/4' • 1/2" 1s WATER SHOCK T ARRESTORS (TYPICAL) r r r 1/2" O 1/20'- /2�' / 1 1/4" e I � � .'0"00'� � 1 1/2 1/2" I ` T r 6C � 3/4" e /.� 2 r r O WATER SHOCK 3/4" r' ARRESTORS t� /' 1 1/2' (TYPICAL) Hg -1 / . r / ' / WC -2 T r' �r-1 /2" , h" I r r 1 1/2x(D \-4'-O* ,X 4 -0 (CATCH BASIN D `. 1 I/o" n SANffAR NOT TO SCALE 1 7 4ru'lIIIA vFrJIG UI\G UNDERGROUND - FOR CONTINUATION SEE CIVIL SITE UTILITIES PLAN C-3.2. 2 3 4 am - UP FOR 1.00R DRAIN STUB UP FOR JTURE RESTROOMS PLUMBING KEY NOTES, �1 CONTRACTOR TO CAP SANITARY WASTE LINE BELOW SLAB FOR FUTURE PLUMBING FIXTURE, O CONTRACTOR TO PROVIDE SHUT OFF VALVE IN CEILING SPACE AND PROVIDE A 12' LONG PIECE OF WATER PIPING AND CAP FOR FUTURE. Q RUN DOMESTIC WATER PIPING TIGHT TO BOTTOM OF HANGAR STRUCTURE. ® PROVIDE 1' PVC TRAP PRIMER TO TRENCH DRAIN CATCH BASIN - SEE DETAIL ON SHEET P-5.2. 3/4" CHUT OFF VALVE FOR FUTURE RESTROOMS I 5 m E 1♦ MUNICIPAL AIRPORT SEBASTIAN, FLORIDA I _(M N" INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LINEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813) 889-3982 ARCHITECT BUSINESS NUMBER AA26002484 Des�gler: 0mcked by: ABJr P.E. ABJr P.E. TsoAnfct Baker Prof No.: MB 139975 Engtleer of Record Auqusto E Bobs* Jr. P.E. HQBES ASSOCIATES CAi�iBUL'17NG Eha�,�,.�. 150 CIRCLE DRIVE, MAITLAND, FL 32751 TELEPHONE: 407.628.0882 (r+ E—MAIL: INFOOSGBESENG.COM FLORIDA STATE P.E. NUMBER: 5131 e�oeoetetAsl.,o `o``�� s� �......,, rB s/ r AC a oo (`_�� CD m a , Ito .. ° v �. i V� • • 000s xp ®s/Iee�aeo A�CsUSTO E BOBES 9L P.E FLORIDA P.E. # 39410 Notes: 1,110 Project Name: REVISIONS Description Date By CONSTRUCT HANGAR C Q Drawing Name: PLUMBING RISER DIAGRAMS FM Project MW 425750-1-94-01 vats: FEBRUARY 2016 Scale NONE FAA A.I.P. Project No.: Iseux BIDDING mimnq Numwr: P-3.1 0 U 2 11 3 ! 4. 5 FLOW SETTER, TACO 7201 POLISHED NICKEL BRONZE STANDARD FRAME FASTEN SECURELY TO AND COVER ^� FINISH GRADE WALL WITH COPPER CLAD 1/2" RECIR. LINE METAL STRAPS OR TO (CONCRETE d CONCRETE 8 3 8"0 TYPE "B" HEEL PROOF STRAINER _ sY UNIT STRAPS TYPICAL COLD WATER HOT WATER RECIRCULATING PUMP RP -1 / ( ) ° POWDER DRIVEN STUD " '• ! ��•.:'.y o HOT WATER --,., I`F HEAVY DUTY 22 HEAT TRAP EXPANSION ANCHOR _ o I ► . . • 1/2" TYPE "K" COPPER \0 VACUUM BREAKER ROD COUPLING HOT WATER STANDARD CLEVIS = LOCKING NUT - 8" ALL THREAD ROD HANGER (MSS SP- NO HUB CONNECTOR ' , RELIEF VALVE PIPE RING 69, TYPE 1) " W/ DRAW BANDS MUNICIPAL AIRPORT 2.1 GALLOP) EXPANSION TANK I --I (TEMP. & PRESS.) SUPPORT NUT 12"RPIPETONLY GH ! TRAP PRIMER Z (AMTROL OR WILKINS WXTP-8) - �_ FOR 1/2 THROUGH 4 PIPE ONLY) ) SEBASTIAN, FLORIDA 1---1Nl SHUT OFF VALVE -TYPICAL ( " " STEEL BEAM 7 CONNECTION WYE DRIP LEG ASSEMBLY °O — ,� STEEL BEAM 7 r MAIN SANITARY T T = © STEEL BEAM � . r` � `SEWER LINE.* CAST IRON BODY W �t-- 3/8" COCK VALVE UNION (TYPICAL} ! / P&T RELIEF DISCHARGE ELECTRIC WATER - o -CLAMP RUN FULL SIZE - BOTTOM ouTLEr G �� t N T E R N A T[ 0 N A L (COPPER) HEATER THREAD ROD ! U, THREAD ROD TOP BEAMGRADE CLEANOUT DETAIL MICHAEL BAKER INTERNATIONAL, INC. COMPRESSED AIR DRIP LEG DETAIL u C -CLAMP CENTER -BEAM 3" ' 4" CONCRETE NOT TO SCALE 5020 WEST LlNEBAUGH AVE. SUITE 240 NOT TO SCALE TO SPILL OUTSIDEJ IIEAVY DUTY STEEL NOTE: l OF BUILDING - °-:- `�= �� �"�� -� `. � � � -� CONCRETE INSERT TAMPA, FLORIDA 33624 (813) 889-3982 ..� °` W/ ELONGATED SLOT 1 • PROVIDE PROTECTION SHIELD DETAIL ARCHITECT BUSINESS NUMBER AA26002484 ( .' •• FOR INSULATED PIPES{ PIPE HANGER TO NOT TO SCALE y BOTTOM CHORD OF TRUSS 2. SIZE RODS AS PER TABLE OesTgner: Chocked b 13-4 ASPE CHAPTER 13 INSERT NUT 3. SELECT SUPPORTS AND HANGERS TO REMOVABLE HANDLE ABJr P.E. ABJr P.E. PIPE TO SPILL OVER 3/4" WATER HEATER DRAIN - 3/4" FPT INLET HOSE BIBB, FLOOR pRA1N OR ALL THREAD ROD COMPLY WITH ASPE CHAPTER 13 FINISHED WAL1--�� f technician: 9a4car Prof• �: & 3/4" HOSE THREAD ON OUTLET �� TEE� - OUTSIDE OF BUILDING / ROUGH CHROMIUM PLATED W/ VACUUM � i STAINLESS BREAKER. SEE PLUMBING STEEL ROUND MB 139975 " 3" ATER FANG GALVANIZED METAL PI '"�E D SUPPORTS DETAIL EQUIPMENT SCHEDULE, ACCESSND COVER ON 1 /2 BALL VALVE l3 GAUGE MIN NOT TO SCALE ` (TYPICAL) _ � 1 THREADED � of Record Augusto E. Bobea Jr. P.E. AIR SUPPLY FROM - CLEANOUT � G .- ,. BOHFS A$80CtATES COMPRESSOR " " " 3/4" 3" -•- y PLUG 15��if"�, #MAI��g 2751 1/2- TYPE K COPPER `�` f r \ RUN WIRING TO REMOTE " ! TELEPHONE: 4D7.628A882 PROVIDE WATER HEATER STRUCTURE ` 3/4 C.W. SUPPLY HORN STROBE ALARM E-1hUl: INF..a.a.:4r..•..COM FASTEN SECURELY TO SUPPORT BASE HOSE BIBB / " � FINISHEO WALL FLORIDA STATE P.E. NUMBER: 5131 SEE DETAIL 18" AFF 000, 3/4 CHROMIUM PLATED/VANDAL PROOF SURFACE WALL WITH GALVANIZED 2 POLE FLOW SWITCH ALARM METAL STRAPS TYPICAL REFER TO INTRUMENTATION 1 1/4" CW SUPPLY VACUUM BREAKER. �aO�gAldiObgt�1 SLEEVE TYPE QUICK ( ) /��DL DRAWINGS I vo��/� �.B4e� �� ......•..DISCONNECT COUPLER MTIC ALL CLEANOUT DETAIL �'3� �'G���� `�•o�' FITTING (YP{CAL) TEE NOT TO SCALE 1® 21 -on PIPE HANGER TO HOSE ��� DETAIL - .. BOTTOM OF STRUCTURE e 36" AFF 1/2" DRIP LEG ASSEMBLY TO MATCH 2" X 2" X 1/4" ANGLE IRON } (TYPICAL) NOT TO SCALE cs'tLu sof P+OQ' 3/8" COCK VALVE WALL DROP AIR DROP ASSEMBLY DETAIL NOT TO SCALE PAN SIZE _ LENGTH AS REQUIRED - PAINT WITH RUST r AD F,pR .• INHIBITING PAINT BRASS FRAME AND COVER --\, 's® 10 e� ATTACH TO WALL CAULK WATERTIGHT TEE KEY FINISH FLOOR <o� FSs1014PN- ® �L � e 12" SHOWER t : 1 - y:V.+ HEAD _ �,• a . ' v�• .A • .-� • • !• 6 1/2' , • • �• .e WALL THREADED PLUG 9 FLORIDA P.E f 3%10 cn Notes: 1/4" THICK ' W COMBINATION WYE W/ 1/8 BEND GALVANIZED STEEL PULL 1 PLATFORM TO MATCH ROD - NO HUB CONNECTOR PAN SIZE II 6 1/2" 4" OR 6" W/ DRAW BANDS EYEWASH C= r. SANITARY SEWER PVC PIPE OR END CAP WATERJF HEA SUPPORT - E DETAIL �3/4" F.P.T. NOT TO SCALE `_/ MAIN , ` ,� �-- `� •--� / 120 GALLON RECOVER TANK 1/2"0 TO DRAIN AIR COMPRESSOR PRESSURE SWITCH WITH GAUGE o NICKLE BRONZE BOX —Q) r` BLIND FLANGE HINGED COVER WITH 3/4" HOSE CONNECTION 18" OPERATING KEY LOCK SOLVENT CEMENTED W/ VACUUM BREAKER PVC FITTINGS (TYP.) FLOOR R GRADE FLOOR C Og T DETAIL. NOT TO SCALE r� �' i i. M kSED HIE ��� DETAIL CLEANOUT` • .., Y FINISH GRADE , 6 G I� I Ill I -III I .., .•,' '':... "l,�.i�,►., ° ' ...: �� I I I -1 L -I � I�. 1-1/4" DRAIN .: , • .• :.. , . ��r � l—.ilk'' II � l •'' ' ' '' !' ': ' � � I—l-- ' 3/8" X 3 1/2" 316 SST i'-0"x1'-0"xfi"� ! ( CLEANOUT BOX WITH C.I. FINISHED FLOOR ! CONCRETE PAD ANCHOR BOLTS D COVI�R MARKE, 'STORM' _I 1 OR SANITARY AS REQUIRED AUTOMATIC CONDENSATION DRAIN w .�; .�..°• r) tc i tNzUN Amt EWER ' m��---- — -- SIZE BALL VALVE (TYP.) 1 1/4" SUPPLY �` _J �`- NOTE: PIPE EMERGENCY SHO H DETAIL SAME MATERIALHAASLSEW RF MAIN. -� 2 WAY CLEANOUT S SANITARY NOT TO SCALE � `f SEWER 175 PSI RATED ADJUSTABLE " 1/2" SOFT COPPER �� ---i - - -+---- _ _ _ REVISIONS PRESSURE REGULATOR WITH 1 2 SOFT 4 No. Description Date By GAUGE (90 PSI - 140 PSI) COPPER i -FLOOR DRAIN .� PIPE HANGER TO /-- PIPE HANGER TO W��, BOTTOM CHORD OF TRUSS ,/ BOTTOM CHORD OF TRUSS COALESCING FILTER WITH DA]L AUTOMATIC DRAIN VALVE ,. FINISHED FLOOR NOT LE �� ®�"" ®t®® PIPE TO FLOOR DRAIN N 1. ' '1.v 1/2"ISOMODE PADS r1/2A HUB DRAIN • d A...v AUR COMPRESSOR DETAIL NOT TO SCALE Il ° d d. • Q . Q DIAL TYPE THERMOMETER ...... f�2" SCH. 40 GALVANIZED � -- STEEL PIPE (TYPICAL) _ _ SANITARY WASTE TEMPERED WATER SUPPLY :EEE- -- TRAP PRIMER CONNECTION _ _ _ ; E E LINE AIR SUPPLY FROM AIR SUPPLY FROM AT FLOOR DRAIN--- COMPRESSOR COMPRESSOR FLOOR DRAIN TRAP THERMOSTATIC MIXING VALVE • 25' LENGTH OF HEAVY DUTY 1 /2" BALL VALVE (TEMPERED WATER) f NYLON SELF STORING AIR HOSE (5/8") (TYPICAL) PAPSEAL FULL PREVENTS OF FUMES AND VERMIN SLEEVE TYPE QUICK 170 PSI RATED PRESSURE DISCONNECT COUPLER 1/2" SCH 40 GALVANIZED Project Name: FITTING (TYPICAL) STEEL PIPE (TYPICAL) TRAP PRMER PIPING _ DETAIL NOT TO SCALE FASTEN SECURELY TO CONSTRUCT HANGAR C SLEEVE TYPE QUICK of Wim- WITH GALVANIZED STANDARD FRAME DISCONNECT COUPLER METAL STRAPS (TYPICAL) AND COVER FINISH FLOOR R71NO (TYPICAL) - SLEEVE TYPE QUICK � AREA ✓D ' a' Drawing Name: DISCONNECT COUPLER Q FITTING (TYPICAL) 36" AFF NO HUB CONNECTOR ' DRIP LEG ASSEMBLY W/ DRAW BANDS COLD WATER SUPPLY PLUMBING DETAILS WYE SOLVENT CEMENT HOT WATER SUPPLY FITTING (TYP.) SAWERR(PVC) FROM 22" HEAT TRAP NOTES: THREADED CAP WALL DROP 1. MANUFACTURER TO PROVIDE FDOT Project Na: FM A.i.P. Project Na: AIR OP ASSEMBLY DETAIL _ / _ '�' _ _ WALL MOUNTING BRACKET. NOT TO SCALE' 425750-1-94-01 THERMOSTATIC MIXING VALVE DETAIL Issue: FLR DETAIL NOT TO SCALE FEBRUARY 2016 BIDDING Drawing Numbs: NOT TO SCALE NONE P-5.1 2 3 4 5 ii W U III -As E 1 I 2 2 h 3 KI 1" PVC TO TRAP PRIM PLAN FOR CONTINUATI, PRE—CAST CONCRETE INLET/SUMP PIT — SE DETAIL (4'X4' CLR. DII r' 5 WIDE CONCRETE TRENCH DRAIN PER T, INC. TRENCH FORMER SYSTEM MODEL . H8300 PRE—ENGINEERED SURFACE DRAIN RIVING SYSTEM W/ INTEGRAL RAIL/FRAME D 16" REMOVABLE GRATES (AIRCRAFT RATED). 50 GPM MIN. FLOW RATE. i / 4" D.E.P. OR CAST IRON DRAIN LINE / / � BUILDING UNEloe--\\,,. 2 WAY /.01 GCO // 2 WAY GCD _ 4" PVC SS SERVICE TO LATERAL, SEE CIVIL DRAWINGS .. .� "' �.; `:• a ��. C.O. UNDERGROUND OIL/WATER SEPARATOR SEE CIVIL DRAWINGS FOR EXACT LOCATION AND DETAILS. SLAB EL —0'-2 1 Sa a 4 '• eye . tp � INV. EL. _= 1'-6 1/2= TRENCH DRAIN OUTFALL T4 CUT INTO INLET. a_ rQ 48" X 48" CLEAR DIM. INLET/SUMP PIT SCREEN 1" PVC TRAP PRIMER C14 `` — — — — INV. EL. — BOT. EL. — —5'=3- 10" D.I.P. 45° BENDS FOR TRAP. VERIFY TYPES W/ MFR. TO REMOVE 24" TRAP. PRE—CAST f 4'-0" CLR (SQUARE) CONC. PIT. 6" MINIMUM CONCRETE WALL W/ #4 @ 12" O.C. BOTH WAYS. (WEATHERPROOF INTERIOR & EXTERIOR) ILA� -20, GRATES W/ 61% FREE OPEN AREA. 58" LF. — 12" WIDE PRE—CAST CONCRETE TRENCH DRAIN PER ABT, INC. TRENCH FORMER SYSTEM MODEL NO. HB300 PRE—ENGINEERED SURFACE DRAIN FORMING SYSTEM W/ INTEGRAL RAIL/FRAME AND 16" REMOVABLE GRATES, (AIRCRAFT RATED). 1750 GPM MIN. FLOW RATE. 6" SLAB, SEE STRUCTURAL DRAWINGS FOR REINFORCEMENT, /� 77 CA 4,d ``�� a .d' '� E � �' a • •� .• ; e �% \� • as d \+ `' , VARIES FROM 12" TO 16" "- "`- . ` .••� ;� MANUFACTURER RECOMMENDATIONS GOVERN. S—O" MIN. PROVIDE MINIMUM 3" NO—FLOAT CONCRETE ANCHOR SLAB, CONT. TRENCH DRAIN DETAIL NOT TO SCALE 4 I 5 in INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LINEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813) 889-3982 ARCHITECT BUSINESS NUMBER AA26002484 Owdted by ABJr P.E. ABJr P.E. Tedmtclan: Baker Pro} No» MB 139975 Fl*MW of Record Augusta E. Babes Jr. P.E. r %0rJJ='* ASSOCIATES 150 CIRCLE DRIVE, MAITI.AND, FL 32751 TELEPHONE: 407.628.0882 C E—kWU INFOOBD'BESENc.coM FLORIDA STATE P.E. NUMBER: 5131 `®% �� o ••�•s•..e•• v �O dor 4 e m soe' IR. P.E FLORIDA P.E 39410 Notes: REVISIONS No. Description Date By Project Name: CONSTRUCT HANGAR C Q Drawing Name: PLUMBING DETAILS FDOT Project Na: 425750-1-94-01 FEBRUARY 2016 soy 1/811=11.011 /8"=1 /.0I1 FM A.I.P. Project Na: Inue: BIDDING DrcWng Number. P-5.2 r W Mq U 0 1 , 2 1 3 120 120 120 120 120 2GS FIXTURE MOUNTING HEIGHT APPROX. 11'-4", 15'-2" & 18'-4" AFG TO CENTERLINE. COORDINATE WITH ARCHITECTURAL PLANS. 208 FIXTURE MOUNTING HEIGHT APPROX. 14'-0" AFG TO CENTERLINE. COORDINATE WITH ARCHITECTURAL PLANS. 208 FIXTURE MOUNTING HEIGHT APPROX. 26'-0" AFG TO CENTERLINE. COORDINATE WITH ARCHITECTURAL PLANS. 208 FIXTURE MOUNTING HEIGHT APPROX. 28'-0" AFG TO CENTERLINE. COORDINATE WITH ARCHITECTURAL PLANS. 120 2 GENERAL NOTES 1. BRANCH WIRING IS NOT SHOWN GRAPHICALLY ON DRAWINGS AND IS INDICATED BY CIRCUIT NUMBERS BESIDE FIXTURES, DEVICES AND EQUIPMENT. PROVIDE COMPLETE WIRING SYSTEM WHETHER OR NOT INDICATED GRAPHICALLY. PHASE BALANCE ALL PANELBOARDS IN THE FIELD. 2. LIGHTING FIXTURES ARE SHOWN FOR QUANTITY AND CIRCUITING ONLY. FOR EXACT LOCATION OF LIGHTING FIXTURES, REFER TO ARCHITECTURAL REFLECTED CEILING PLANS. COORDINATE WORK WITH CEILING CONTRACTOR. PROVIDE PROPER FIXTURE FRAMES FOR TYPE OF CEILING INDICATED. 3. FOR EXACT ARCHITECTURAL LAYOUT AND DIMENSIONS, COORDINATE WITH ARCHITECTURAL DRAWINGS. ELECTRICAL DRAWINGS ARE FOR REFERENCE ONLY. 4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT (ADA) AND 2011 NATIONAL ELECTRICAL. CODE (NEC). 5. COORDINATE ALL WORK DONE UNDER THIS DIVISION WITH WORK TO BE rLRrvmmt i UNDER DMS10N 15. 6. COORDINATE WITH OTHER TRADES FOR EXACT LOCATIONS OF ALL MOTORS AND OTHER EQUIPMENT TO BE INSTALLED AND/OR WIRED UNDER THIS DIVISION BUT FURNISHED UNDER ANOTHER DIVISION OF THE SPECIFICATIONS. 7. ALL BRANCH CIRCUITS FOR 120 VOLT, 20 AMP CIRCUITS EXCEEDING EIGHTY FEET IN LENGTH SHALL BE INCREASED IN SIZE AS REQUIRED TO ALLOW FOR VOLTAGE DROP LOSSES. 8. PACK ALL SLEEVES FOR CONDUITS PASSING THROUGH FIRE RATED WALLS AND FLOOR SLABS WITH FIRE RESISTANT MATERIALS. ALL PENETRATIONS SHALL BE UL RATED. 9. ALL EMPTY CONDUCTS (EC) SHALL BE PROVIDED WITH NYLON PULL WIRES. 10. TYPE AC CABLE AND ELECTRICAL NON-METALLIC TUBING SHALL NOT BE PERMITTED. T'A'PE MC CABLE IS PERMITTED AS LONG AS IT IS ACCEPTABLE TO THE LOCAL AUTHORITY HAVING JUmia iw iuN (AHJ). 11. COORDINATE THE REQUIRED SIZE OF ALL CIRCUIT BREAKERS FEEDING EQUIPMENT (I.E. MOTORS, HVAC, SPECIAL PURPOSE OUTLETS, OWNER FURNISHED EQUIPMENT, ETC.) WITH APPROVED EQUIPMENT SHOP DRAWINGS AND OWNER REPRESENTATIVES PRIOR TO ORDERING PANELBOARDS. BREAKERS SHALL BE SIZED PER THE NEC, THE EQUIPMENT NAME PLATE AND MANUFACTURER'S RECOMMENDATIONS. 12. THE POWER COMPANY SHALL BE CONTACTED WITHIN 10 DAYS OF THE AWARD OF THE CONTRACT BY THE CONTRACTOR TO VERIFY THE ACTUAL AVAILABLE SHORT CIRCUIT FAULT CURRENT (SCC) AT THE TRANSFORMER SECONDARY BUSHINGS. THE CONTRACTOR SHALL PROVIDE ELECTRICAL DISTRIBUTION AND UTILIZATION EQUIPMENT AND PANELBOARDS WHICH HAVE AIC/W[THSTAND RATINGS GREATER THAN THE AVAILABLE SCC. 13. ALL CONDUITS IN OR UNDER SLAB OR UNDERGROUND SHALL BE PVC SCHEDULE 40. 14. ALL CONDUITS ABOVE SLAB, WHETHER EXPOSED OR CONCEALED, SHALL BE EMT, IMC, OR RIGID GALVANIZED STEEL. 15. FLEXIBLE METAL RACEWAYS SHALL NOT EXCEED 6' IN LENGTH. 16. "LIQUID -TIGHT" TYPE FLEXIBLE WEATHERPROOF RACEWAYS SHALL HAVE A METALLIC INTERIOR AND NOT EXCEED 6' IN LENGTH. 17. ALL BOXES, PIASTER RINGS, EXTENSION RINGS, AND BOX COVERS SHALL BE METAL. 18. ALL CONDUITS SHALL BE PARALLEL AND PERPENDICULAR TO STRUCTURAL MEMBERS. 19. ALL BENDS SHALL BE MADE IN CONDUIT USING PROPER EQUIPMENT AND MEET NAT10NAL ELECTRICAL CODE (NEC) REQUIREMENTS. 20. ALL WIRE, INCLUDING BUT NOT LIMITED TO FEEDERS AND BRANCH CIRCUIT WIRING, SHALL BE COPPER - #12 AWG THWN MINIMUM. 21. ALL BREAKERS SHALL BE "FULL SIZE". NO TANDEM, PIGGY BACK, TWIN, OR HALF SIZE BREAKERS WILL BE ACCEPTED. 22, ALL DEVICES SHALL BE COMMERCIAL OR SPECIFICATION GRADE. 23, ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY POWER AND TEMPORARY LIGHTING DURING CONSTRUCTION. TEMPORARY POWER SHALL PROVIDE ADEQUATE POWER FOR NORMAL CONSTRUCTION USE. lLmrvm,RY LIGHTING SHALL PROVIDE ADEQUATE LIGHT SO THAT THE INDIVIDUAL TRADES WORK CAN BE COMPLETED. 24. ALL ELECTRICAL. EQUIPMENT SHALL BE UL LISTED. 25. A GREEN INSULATED COPPER GROUND CONDUCTOR SHALL BE INSTALLED IN ALL RACEWAYS. 26. GROUNDING SYSTEM SHALL BE IN ACCORDANCE WITH NEC ARTICLE 250 AND APPLICABLE REQUIREMENTS OF IEEE STANDARDS 142 AND 241. 27. PROVIDE A COMPLETE LIGHTNING PROTECTION SYSTEM FOR THE BUILDING TO COMPLY WITH THE REQUIREMENTS OF NFPA 70, NFPA 780, LPI STANDARDS 175, 176, AND 177, PROVIDE COMPONENTS WHICH ARE UL -LISTED AND MASTER LABELED. 28. CONTRACTOR SHALL PROVIDE AS -BUILT RECORD DRAWINGS TO THE OWNER AS PER F.B.C. 13-413.1 ABC.2.1 WITHIN 30 DAYS AFTER THE PROJECT ACCEPTANCE. 29. CONTRACTOR SHALL PROVIDE THREE (3) SETS OF OPERATING AND MAINTENANCE MANUALS FOR ALL EQUIPMENT TO OWNER AS PER F.B.C. 13-413.1 ABC.2.2. 30. CONDUCTORS ARE SIZED FOR VOLTAGE DROP PER N.E.C. ARTICLE 210.19(A)(1) INFORMATIONAL NOTE No. 4 AND THE 2014 F.B.C. ENERGY CONSERVATION CODE C405.7.3.1&2. ELECTRICAL CONTRACTOR SHALL PERFORM VOLTAGE DROP CALCULATIONS IN ACCORDANCE WITH N.E.C. ARTICLE 210.19 (A)(1) INFORMATIONAL NOTE No, 4 AND THE 2014 F.B.C. ENERGY CONSERVATION CODE C405.7.3.1&2 ON ANY CIRCUITS THAT ARE INSTALLED THAT DIFFER FROM THE DESIGN SHOWN IN THESE PLANS. FEEDER CONDUCTORS SHALL BE SIZED FOR A MAXIMUM VOLTAGE DROP OF 29. AND BRANCH CIRCUIT CONDUCTORS 3% AT DESIGN LOAD. 31. LIGHT FIXTURES SUPPORTED BY CEILING GRID SHALL BE SUPPORTED AS PER FIELD TECHNICAL INFORMATION NO. 40. LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS SHALL HAVE ONE 12 GAGE HANGER WIRE CONNECTED FROM THE FIXTURE TO THE STRUCTURE ABOVE. LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS SHALL HAVE TWO 12 GAGE WIRES ATTACHED AT OPPOSING CORNERS OF EACH LIGHT FIXTURE. 1 5 ELECTRICAL SYMBOL LIST (SOME SYMBOLS MAY NOT BE USED ON THIS PROJECT.) B UPPER CASE LETTER INDICATES LIGHTING FIXTURE SCHEDULE FIXn A-1 AND CIRCUIT NUMBER LAMPS SURFACE MOUNTED FLUORESCENT FIXTURE MOWACTURER WALL MOUNTED FLUORESCENT FIXTURE FIXW �owrer�,• to tt QTY TYPE NAME CATALM # A HIGH BAY INDUSTRIAL METAL HALIDE, ALUMINUM REFLECTOR, 1 100W PULSE START DAY-BR1TE HBE400P-MT-PSC-AI 6E-KMR- EMERGENCY FIXTURE TEMPERED GLASS LENS, PULSE START CWA BALLAST, WITH PHOTOCELL METAL HALIDE (OR EQUAL) SCS3 WITH LAMP (3 = 3 WAY, 4 = 4 WAY, K = KEY OPERATED) MOUNTED 48" AFF HOOK, 3' CORD AND SAFETY CHAIN QUAD RECEPTACLE OF 20A, 2 POLE, 125V GROUNDED DUPLEX RECEPTACLE. G B 2'X4' STATIC TROFFER FLUORESCENT WITH #12 PATTERN 3 32W T8 WILLIAMS LPT-24-332-SA12125-EB8P3- 100A, 208V, 3PH, 4 WIRE RECEPTACLE, 48" AFF .125" THICK ACRYLIC PRISMATIC LENS, PROGRAM START 50A, 208V, 3PH, 4 WIRE RECEPTACLE, 48" AFF ® (OR EQUAL) 120 TELEPHONE WAIL OUTLET 18" AFF UNLESS OTHERWISE NOTED. ELECTRONIC BALLAST W = WALL OUTLET MOUNTED 48" AFF. PROVIDE 1" EC TO CEILING SPACE. d C 4' WRAPAROUND FLUORESCENT, ACRYLIC PRISMATIC DIFFUSER, 2 32W T8 WILLiAMS 21-4-232-I-EBBP2-120 CEILING MOUNTED JUNCTION BOX PROGRAM START ELECTRONIC BALLAST WALL MOUNTED JUNCTION BOX CR Qi (OR EQUAL) D 4' WRAPAROUND FLUORESCENT, ACRYLIC PRISMATIC DIFFUSER, 3 32W T8 WILLIAMS 21-4-332-I-EB8P3-120 MOTOR HORSEPOWER RATED TOGGLE SWITCH BY DIVISION 15 PROGRAM START ELECTRONIC BALLAST NONFUSED DISCONNECT SWITCH. NUMBERS INDICATE SWITCH SIZE. 2P/60A/NF (OR EQUAL) Ey EMI EMERGENCY LIGHTING UNIT, MAINTENANCE -FREE NICAD 2 12W HALOGEN CHLORIDE CTX6N24WCSWF FIRE ALARM/SECURITY CONTROL PANEL, BATTERY, WHITE THERMOPLASTIC HOUSING FIR ALARM ANNUNCIATOR PANEL Q (OR EQUAL) QS EN2 EMERGENCY LIGHTING UNIT, MAINTENANCE -FREE NICAD 2 12W HALOGEN CHLORIDE CTX6N24WCSWF-TD FIRE ALARM STROBE LIGHT, MOUNTED 80" AFF BATTERY, WHITE THERMOPLASTIC HOUSING, 15 MINUTE FIRE ALARM MANUAL PULL STATION, MOUNTED 48" AFF (OR EQUAL) 0 SPRINKLER FLOW SWITCH TIME DELAY SPRINKLER TAMPER SWITCH ® KEY LOCK BOX F 2' WALL -MOUNTED FLUORESCENT WRAP, ACRYLIC PRISMATIC 2 17W T8 WILLIAMS 20-2-217-A-E88P2-120 HOOD FIRE SUPPRESSION SYSTEM PUL STATION DIFFUSER, PROGRAM START ELECTRONIC BALLAST AHU FIRE ALARM SHUTDOWN RELAY Q (OR EQUAL) g H FULL CUTOFF LED MINI WALL SCONCE, ALUMINUM HOUSING, - LED GARDCO 111 L -4-4O A-NW-UNIV- BRP FINISHED FLOOR TEMPERED GLASS LENS, FORWARD THROW OPTICS, BRONZE AIR HANDLING UNIT EC (OR EQUAL) EF EXHAUST FAN FINISH ELECTRIC WATER COOLER EWH ELECTRIC WATER HEATER G WSA FULL CUTOFF LED WALL SCONCE, ALUMINUM HOUSING, - LED GARDCO 161-CWL-4-15CLA-6470-NW- NIGHT LIGHT TEMPERED GLASS LENS, FORWARD THROW OPTICS, BRONZE SHUNT TRIP (OR EQUAL) UNIV-BRP FINISH WSB FULL CUTOFF LED WALL SCONCE, ALUMINUM HOUSING, - LED GARDCO 161-CWL-4-220LA-9670-NW- TEMPERED GLASS LEMS, FORWARD THROW OPTICS, BRONZE (OR EQUAL) UNIV-BRP FINISH S 8' OUTDOOR LINEAR LED SIGN LIGHT, ALUMINUM HOUSING, - LED OMEGALUX 1400-8-LEH-35-U-ND-A-SB- ASYMMETRIC OPTICS, GLARE SHIELD, BRONZE FlNISH (OR EQUAL) Al2-CU-BZ-G X EXIT SIGN, LED, UNIVERSAL, RED LETTERS, MAINTENANCE -FREE - LED CHLORIDE VERWEM NICKEL CADMIUM BATTERY, WHITE THERMOPLASTIC HOUSING (OR EQUAL) 120 120 120 120 120 2GS FIXTURE MOUNTING HEIGHT APPROX. 11'-4", 15'-2" & 18'-4" AFG TO CENTERLINE. COORDINATE WITH ARCHITECTURAL PLANS. 208 FIXTURE MOUNTING HEIGHT APPROX. 14'-0" AFG TO CENTERLINE. COORDINATE WITH ARCHITECTURAL PLANS. 208 FIXTURE MOUNTING HEIGHT APPROX. 26'-0" AFG TO CENTERLINE. COORDINATE WITH ARCHITECTURAL PLANS. 208 FIXTURE MOUNTING HEIGHT APPROX. 28'-0" AFG TO CENTERLINE. COORDINATE WITH ARCHITECTURAL PLANS. 120 2 GENERAL NOTES 1. BRANCH WIRING IS NOT SHOWN GRAPHICALLY ON DRAWINGS AND IS INDICATED BY CIRCUIT NUMBERS BESIDE FIXTURES, DEVICES AND EQUIPMENT. PROVIDE COMPLETE WIRING SYSTEM WHETHER OR NOT INDICATED GRAPHICALLY. PHASE BALANCE ALL PANELBOARDS IN THE FIELD. 2. LIGHTING FIXTURES ARE SHOWN FOR QUANTITY AND CIRCUITING ONLY. FOR EXACT LOCATION OF LIGHTING FIXTURES, REFER TO ARCHITECTURAL REFLECTED CEILING PLANS. COORDINATE WORK WITH CEILING CONTRACTOR. PROVIDE PROPER FIXTURE FRAMES FOR TYPE OF CEILING INDICATED. 3. FOR EXACT ARCHITECTURAL LAYOUT AND DIMENSIONS, COORDINATE WITH ARCHITECTURAL DRAWINGS. ELECTRICAL DRAWINGS ARE FOR REFERENCE ONLY. 4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT (ADA) AND 2011 NATIONAL ELECTRICAL. CODE (NEC). 5. COORDINATE ALL WORK DONE UNDER THIS DIVISION WITH WORK TO BE rLRrvmmt i UNDER DMS10N 15. 6. COORDINATE WITH OTHER TRADES FOR EXACT LOCATIONS OF ALL MOTORS AND OTHER EQUIPMENT TO BE INSTALLED AND/OR WIRED UNDER THIS DIVISION BUT FURNISHED UNDER ANOTHER DIVISION OF THE SPECIFICATIONS. 7. ALL BRANCH CIRCUITS FOR 120 VOLT, 20 AMP CIRCUITS EXCEEDING EIGHTY FEET IN LENGTH SHALL BE INCREASED IN SIZE AS REQUIRED TO ALLOW FOR VOLTAGE DROP LOSSES. 8. PACK ALL SLEEVES FOR CONDUITS PASSING THROUGH FIRE RATED WALLS AND FLOOR SLABS WITH FIRE RESISTANT MATERIALS. ALL PENETRATIONS SHALL BE UL RATED. 9. ALL EMPTY CONDUCTS (EC) SHALL BE PROVIDED WITH NYLON PULL WIRES. 10. TYPE AC CABLE AND ELECTRICAL NON-METALLIC TUBING SHALL NOT BE PERMITTED. T'A'PE MC CABLE IS PERMITTED AS LONG AS IT IS ACCEPTABLE TO THE LOCAL AUTHORITY HAVING JUmia iw iuN (AHJ). 11. COORDINATE THE REQUIRED SIZE OF ALL CIRCUIT BREAKERS FEEDING EQUIPMENT (I.E. MOTORS, HVAC, SPECIAL PURPOSE OUTLETS, OWNER FURNISHED EQUIPMENT, ETC.) WITH APPROVED EQUIPMENT SHOP DRAWINGS AND OWNER REPRESENTATIVES PRIOR TO ORDERING PANELBOARDS. BREAKERS SHALL BE SIZED PER THE NEC, THE EQUIPMENT NAME PLATE AND MANUFACTURER'S RECOMMENDATIONS. 12. THE POWER COMPANY SHALL BE CONTACTED WITHIN 10 DAYS OF THE AWARD OF THE CONTRACT BY THE CONTRACTOR TO VERIFY THE ACTUAL AVAILABLE SHORT CIRCUIT FAULT CURRENT (SCC) AT THE TRANSFORMER SECONDARY BUSHINGS. THE CONTRACTOR SHALL PROVIDE ELECTRICAL DISTRIBUTION AND UTILIZATION EQUIPMENT AND PANELBOARDS WHICH HAVE AIC/W[THSTAND RATINGS GREATER THAN THE AVAILABLE SCC. 13. ALL CONDUITS IN OR UNDER SLAB OR UNDERGROUND SHALL BE PVC SCHEDULE 40. 14. ALL CONDUITS ABOVE SLAB, WHETHER EXPOSED OR CONCEALED, SHALL BE EMT, IMC, OR RIGID GALVANIZED STEEL. 15. FLEXIBLE METAL RACEWAYS SHALL NOT EXCEED 6' IN LENGTH. 16. "LIQUID -TIGHT" TYPE FLEXIBLE WEATHERPROOF RACEWAYS SHALL HAVE A METALLIC INTERIOR AND NOT EXCEED 6' IN LENGTH. 17. ALL BOXES, PIASTER RINGS, EXTENSION RINGS, AND BOX COVERS SHALL BE METAL. 18. ALL CONDUITS SHALL BE PARALLEL AND PERPENDICULAR TO STRUCTURAL MEMBERS. 19. ALL BENDS SHALL BE MADE IN CONDUIT USING PROPER EQUIPMENT AND MEET NAT10NAL ELECTRICAL CODE (NEC) REQUIREMENTS. 20. ALL WIRE, INCLUDING BUT NOT LIMITED TO FEEDERS AND BRANCH CIRCUIT WIRING, SHALL BE COPPER - #12 AWG THWN MINIMUM. 21. ALL BREAKERS SHALL BE "FULL SIZE". NO TANDEM, PIGGY BACK, TWIN, OR HALF SIZE BREAKERS WILL BE ACCEPTED. 22, ALL DEVICES SHALL BE COMMERCIAL OR SPECIFICATION GRADE. 23, ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY POWER AND TEMPORARY LIGHTING DURING CONSTRUCTION. TEMPORARY POWER SHALL PROVIDE ADEQUATE POWER FOR NORMAL CONSTRUCTION USE. lLmrvm,RY LIGHTING SHALL PROVIDE ADEQUATE LIGHT SO THAT THE INDIVIDUAL TRADES WORK CAN BE COMPLETED. 24. ALL ELECTRICAL. EQUIPMENT SHALL BE UL LISTED. 25. A GREEN INSULATED COPPER GROUND CONDUCTOR SHALL BE INSTALLED IN ALL RACEWAYS. 26. GROUNDING SYSTEM SHALL BE IN ACCORDANCE WITH NEC ARTICLE 250 AND APPLICABLE REQUIREMENTS OF IEEE STANDARDS 142 AND 241. 27. PROVIDE A COMPLETE LIGHTNING PROTECTION SYSTEM FOR THE BUILDING TO COMPLY WITH THE REQUIREMENTS OF NFPA 70, NFPA 780, LPI STANDARDS 175, 176, AND 177, PROVIDE COMPONENTS WHICH ARE UL -LISTED AND MASTER LABELED. 28. CONTRACTOR SHALL PROVIDE AS -BUILT RECORD DRAWINGS TO THE OWNER AS PER F.B.C. 13-413.1 ABC.2.1 WITHIN 30 DAYS AFTER THE PROJECT ACCEPTANCE. 29. CONTRACTOR SHALL PROVIDE THREE (3) SETS OF OPERATING AND MAINTENANCE MANUALS FOR ALL EQUIPMENT TO OWNER AS PER F.B.C. 13-413.1 ABC.2.2. 30. CONDUCTORS ARE SIZED FOR VOLTAGE DROP PER N.E.C. ARTICLE 210.19(A)(1) INFORMATIONAL NOTE No. 4 AND THE 2014 F.B.C. ENERGY CONSERVATION CODE C405.7.3.1&2. ELECTRICAL CONTRACTOR SHALL PERFORM VOLTAGE DROP CALCULATIONS IN ACCORDANCE WITH N.E.C. ARTICLE 210.19 (A)(1) INFORMATIONAL NOTE No, 4 AND THE 2014 F.B.C. ENERGY CONSERVATION CODE C405.7.3.1&2 ON ANY CIRCUITS THAT ARE INSTALLED THAT DIFFER FROM THE DESIGN SHOWN IN THESE PLANS. FEEDER CONDUCTORS SHALL BE SIZED FOR A MAXIMUM VOLTAGE DROP OF 29. AND BRANCH CIRCUIT CONDUCTORS 3% AT DESIGN LOAD. 31. LIGHT FIXTURES SUPPORTED BY CEILING GRID SHALL BE SUPPORTED AS PER FIELD TECHNICAL INFORMATION NO. 40. LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS SHALL HAVE ONE 12 GAGE HANGER WIRE CONNECTED FROM THE FIXTURE TO THE STRUCTURE ABOVE. LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS SHALL HAVE TWO 12 GAGE WIRES ATTACHED AT OPPOSING CORNERS OF EACH LIGHT FIXTURE. 1 5 ELECTRICAL SYMBOL LIST (SOME SYMBOLS MAY NOT BE USED ON THIS PROJECT.) B UPPER CASE LETTER INDICATES L� RECESSED FLUORESCENT FIXTURE]- FIXTURE TYPE, "A-1" INDICATES PANEL A-1 AND CIRCUIT NUMBER l U I SURFACE MOUNTED FLUORESCENT FIXTURE L_S.I WALL MOUNTED FLUORESCENT FIXTURE O DOWNLIGHT. (H WALL MOUNTED INCANDESCENT, FLUur,=u.fV I OR HID FIXTURE �® CEILING MOUNTED EXIT LIGHT. ARROW INDICATES DIRECTIONAL ARROW ON FIXTURE, SHADED AREA INDICATES FACE OF FIXTURE. 04 WALL OR END MOUNTED EXIT LIGHT War EMERGENCY FIXTURE 04 PHOTOCELL ° SINGLE POLE SWITCH, SUBSCRIPT LETTER INDICATES FIXTURE CONTROLLED. (3 = 3 WAY, 4 = 4 WAY, K = KEY OPERATED) MOUNTED 48" AFF QUAD RECEPTACLE OF 20A, 2 POLE, 125V GROUNDED DUPLEX RECEPTACLE. G 18" AFF UNLESS OTHERWISE NOTED. G = GROUND FAULT INTERRUPTER 20A, 2 POLE, 125V GROUNDED DUPLEX RECEPTACLE. MOUNTED ABOVE COUNTERTOP UNLESS OTHERWISE NOTED. 100A, 208V, 3PH, 4 WIRE RECEPTACLE, 48" AFF ® 50A, 208V, 3PH, 4 WIRE RECEPTACLE, 48" AFF ® SPECIAL OUTLET AS NOTE W TELEPHONE WAIL OUTLET 18" AFF UNLESS OTHERWISE NOTED. W = WALL OUTLET MOUNTED 48" AFF. PROVIDE 1" EC TO CEILING SPACE. d TELEPHONE AND DATA DUPLEX OUTLET, LEVITON CAT. 41688-1 OR EQUAL TO 18" AFF UNLESS OTHERWISE NOTED. PROVIDE 1" EC CEILING SPACE. H TELEVISION OUTLET WITH 1" EC TO TIB. 18" AFF UNLESS OTHERWISE NOTED. Q CEILING MOUNTED JUNCTION BOX D WALL MOUNTED JUNCTION BOX CR Qi WALL MOUNTED RECESSED JUNCTION BOX FOR FUTURE CARD READER. PROVIDE 1" EC TO CEILING SPACE. © CONNECTION TO EQUIPMENT Q PUSHBUTTON $M MOTOR HORSEPOWER RATED TOGGLE SWITCH BY DIVISION 15 D NONFUSED DISCONNECT SWITCH. NUMBERS INDICATE SWITCH SIZE. 2P/60A/NF Ey FUSED DISCONNECT SWITCH. FUSES SIZED AS SHOWN ON DRAWINGS. MOTOR PANELBOARD FACP[;;0 FIRE ALARM/SECURITY CONTROL PANEL, FAAP [:;0 FIR ALARM ANNUNCIATOR PANEL Q INTERCOM QS CEILING SPEAKER ,i i i ;i I TELEPHONE TERMINAL BOARD (ITB) FO FIBER OPTIC FEED FIRE ALARM STROBE LIGHT, MOUNTED 80" AFF © FIRE ALARM MANUAL PULL STATION, MOUNTED 48" AFF FIRE ALARM HORN WITH STROBE LIGHT, MOUNTED 80" AFF 0 SPRINKLER FLOW SWITCH Q SPRINKLER TAMPER SWITCH ® KEY LOCK BOX HEAT DETECTOR DUCT SMOKE DETECTOR (a) SMOKE DETECTOR © HOOD FIRE SUPPRESSION SYSTEM PUL STATION ® AHU FIRE ALARM SHUTDOWN RELAY Q SIGNAL. BEH g INTERCOM SPEAKER 00) OCCUPANCY SENSOR AFF ABOVE FINISHED FLOOR FF FINISHED FLOOR AHU AIR HANDLING UNIT EC EMPTY CONDUIT EF EXHAUST FAN EWC ELECTRIC WATER COOLER EWH ELECTRIC WATER HEATER G GROUND FAULT INTERRUPTER CU CONDENSING UNIT WP WEATHERPROOF (NEMA -3R) NL NIGHT LIGHT ST SHUNT TRIP 1 2 3 4 5 M U M 0 FLORIDAMUNICIPAL AIRPORT INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LINEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813) 889-3982 ARCHITECT BUSINESS NUMBER AA26002484 OxickW bac WMC ABJr T .,, . , Bolter Prof No.: MB 139975 Fftgi ww of Record Augusto E Bobes Jr. P.E ASSOCIATES 150 CIRCLE DRIVE, 6ITLAND, FL 32781 TELEPHONE: 407.628.0882 �! E --MAIL: 1NF0090BMNG.00M FLORIDA STATE P.E. NUMBER: 5131 �% eli►�ea®'� ems® J`s eesee.eee•e�� "s S,` l�0.39410 ~ STATE l � • � tea. �p Il81tldB�ti�`�� FLORIDA P.E 0 39410 Nates: REVISIONS Description Date By Project Name: CONSTRUCT HANGAR C Q Drawing Name: ELECTRICAL SYMBOL LIST, GENERAL NOTES & LIGHTING FIXTURE SCHEDULE FOOT Project No.: FAA A.I.P. Project No.: 425750-1-94-01 - wtx Iseue: FEBRUARY 2016 BIDDING Soots: wog Number: NONE E-0.1 1 0 U D it 1 , 2 3 >, 4 . 5 _ 0.0 0.0 0.0 0.0 0.1 0.1 0.4 0.6 0.7 0.7 0.8 0.8 0.8 0.9 1.0 1.2 1.3 1.2 1.0 0.9 0.8 0.8 0.7 0.7 0.7 0.5 0.3 0.1 0.0 0.0 Ir +0.0 +0.0 +0.0 +0.0 +0.1 0.2 +0.5 +0.8 +1.0 +1.1 +l .1 1.2 +1.2 1.2 1.4 +1.7 +1.8 +1.6 +1.3 1.2 +1.2 '1 .2 '1 1 '1 1 1.0 '0 .7 0.4 0.1 0.0 '0.0 , MUNICIPAL AIRPORT + + + + + + + + + + + + + + + + + '1 '1 '1 '1 '1 '1 '1 '1 '0 '0 '0 + + SEBASTIAN, FLORIDA 0.0 0.0 0.0 0.)1 0.1 0.2 0.6 1.0 1.3 1.4 1.6 1.7 1.7 1.7 1.7 2.0 2.1 1.9 1.7 1.7 1.7 1.6 1.5 1.4 1.3 0.9 0.5 0.1 0.0 0.0 0.0 0.0 '0.1 '0.2 0.2 0.3 0.8 1.4 1.6 1.8 2.4 2.7 2.7 2.7 2.3 2.4 '2 .7 '2 .4 '2 .4 '2 .7 '2. 7 '2 .7 '2 .2 '1 .7 1.6 '1 .3 0.6 '0 .2 0.1 '0 0 INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LINEBAUGH AVE. SUITE 240 '0 ♦ '0 +2-.0 -!- + ♦ + + + '3 '3 - '3 '3 �- '3 +3. + + '3 '3 '3 }. }. '1 }- '2 '1 '0 + + TAMPA, FLORIDA 33624 (813) 889-3982 ♦ 0.0 0.0 0.1 0.5 ? . 0 1 ..1 2.0 2.5 2.0 2 „ 3 3.1 3.4 3.3 3.3 3.1 3.2 3. 6 3.1 3.2 3.3 3.3 3.4 3.0 v . 2 1. Q 2.3 1.3 0.7 0.2 0.0 ARCHITECT BUSINESS NUMBER AA26002484 Chw*ed br. _ ��S B ��� WMC ABJr + + + + + + '3 � + + + ♦ + + + + + + + + + +2[a + + + + + + 0.0 0.0 0.2 0.7 .5 2.2 3.4 1.5 2.1 2 44 3.1 .1 � T • 3 3.3 3 �, 3. 6 3.2 3.2 I- 9 •3 . ,� 2.3 2 . 2.9 1.9 0.8 0.2 0.0 Tafttebm Pol Na: �� . G - MH . 6 H-: 1 . • '- . 4 NIB 139975 MH. 28 + + + + + + • Q1g1t1aar of Ra�aa'ai Augusto E Babes Jr. P.E. 0.0 0.0 0.1 0.7 le 2.4.4 GENERAL NOTES 1.7 H 1.7 1 • o . 7 +o . 2 0 . o ,S�,,•� MM 110MIUMENGRaMM 1. REFER TO COMPLUE GENERAL NOTES ON SHEET' E-0.1. 150 aRCLE DRIVE, MAITLAND, FL 32751 6�,,T . Qt1RCtNAiE EXACT i.00ATtON Of ALL LJGHTING FlXNRES C TELEPHONE: 407.628.Q882 i' �' - - - ^ - - - -'" - YV S A YYf'fFl ARCH(1'ECIURAL FLMIS. E -MAIL -- INF ow �C FLORIDA STATE P.E. NUMBER: 5131 ��atitleaoaaa1o, . 0 0.0 0.2 0. 6 .7 H • 14 +1.4 +1.2 +0.6 0.2 0.0 ,`�0�` �oe`�.e'. [ M • `S �0 •••.•••tee. • A l Off•i • �iv 7C ••e� i dLU .0 0.0 0.2 0.7 1.4 2.7 .7 0,8 0.7 Luminaire Schedule () nc Z I Symbol Qty Label Arrangement Total Larrp Lumens L'oo LF Description _ S 0�e _ _ - - - 6 H SINGLE N.A. 0.810 GARDCO LTG 111L -4 -401A --NW+ + + + + lift I0 e` � • 0 +0.1 +0.2 +0.8 0.8 +1.6 +2.2 0 2 WSA SINGLE N.A. 0.810 GARDCO LTG 161-4-150LA-6470-NW 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 F . 4 WSB SINGLE N.A. 0.810 GARDCO LTG 161-4-220LA-9670-NW 2 S SINGLE 5000 0.810 ORGATECH CMEG LUX 1400 8-9 35 U D1 A SB 12 CU G FLA PSE 0 3%1EI + + + + + IlNotes: . 0 0.1 0.3 0.8 1.6 2.0 .5 +0.0 +0.0 +0.0 +0.0 +0.0 1 Calculation Summary Label CalcType UnitsAvg Min A /Min Max/Min �' _ �' .K /min - - - - "µ`" "- SITE I Illuminance ( Fc 10.86 JMax 6.7 I � 0.0 � N.A. N.A. � IR . 0 +0.1 +0.2 +0.8 1.6 +2.0 ? . 6 +0.1 +0.1 +0.1 +0.1 +0.0 40 _ _ +1.0 +0.8 +0.5 +0.2 +0.0 a .0 0.1 0.2 0.7 1.5 2.2 €, 3.1 I r-_-------- !1.6 1.4 +0.7 0.2 +0.0 1 0 0.0 0.2 0.7 1.4 2.7 .2 WSA I ]3 MH: 14�LIVIH �1.0 +0.0 +0.1 +0.6 +1.5 +2.8 � � . 6 .. -- ,--_.. H _ -- j��-c,�-B .. . >.- .- - W E B � H 1.7 1.7 0.7 0.2 0.0 11 4 28 MH: 26 MH: 15 m � MH. MH. 26 �_---------- + + + + + -t +1.5 + + + + + + + + + + + + + '3 + + + + + .0 0.0 0.2 0.7 1.4 2.3 3.8 ).0 1.5.7 3.7 3.4 2.6 3.0 3.2 .8 .2 3.5 3.1 2.9 2.6 2.9 3.3 3,5 3.�► 3.5 2.1 0.8 0.2 0.0 REVISIONS No. Description Date By 0.0 0.0 0.2 0.7 +1 . 2.1 3.1 3.6 2.4 .7 3.3 3.2 2.9 2.9 2.9®,Z�, 2.9 2.9 2e9 2.9 2.9 2.9 2,5 +2 .4: 2.5 1.5 0.6 0.2 0.0 + ♦ ♦ + ♦ + + + + T '2 '2 T `•'I' ♦ '2 T T T T T + T + + + + 0.0 0.0 0.2 0.4 0.7 1.0 1.3 2.0 1.6 1• 2.2 5 2.4 .3 X2.3 2.5 2 2.1 2.3 2.3 2.3 2.0 1,6 1.h 1.3 0,7 0.2 0.1 0.0 �a 0.0 0.0 .0.1 0.1 0.1 0.2 0.5 0.9 1.1 1.2 +1 . 1.3 3 1.4 .6 1.9 2.1 - 5 1.4 1.3 l.3 1.2 +1.1 1.G 0. 0.4 0.1 0.0 0.0 Project Name: 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.7 0.9 0.9 0.9 1. 1.0 1 +1 3 '1 6 1.7 .5 0 1.0 1.0 0.9 0.9 0. 0.6 0.3 0.1 0.0 0.0 CONSTRUCT HANGAR C 0.0 +0.0 0.0 0.0 0.1 0.1 0.3 0.5 0.6 0.6 0.7 0.7 0.7 0.8 0.9 1 1 1.2 +1 1 '0 9 0.8 0.7 0.7 0.6 0.6 0.6 0.4 '0 3 0.1 0.0 0.0 Q Drawing Name: SITE PLAN - LIGHTING '0. + + + + PHOT4METRICS 0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.4 0.4 0.4 0.4 0.5 0.6 0.7 0.7 0.6 0.5 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.1 0.0 0.0 ,�•� NORTH Fool Pro)eat N04 FAA A.I.P. Project Na: ot SITE PLAN -LIGHTING PHOTOMETRICS 425750-1-94-01 Kota: Inue: SCALE: 3/32" = 1'-0" FEBRUARY 2016 BIDDING Scalar Drawing Number: 3132"=1'-0" ES -1.1 1 2 3 4 5 f U 0 71 0 ::] 8-12/14 I "'Ir.'URI. A 1. D 1 FIWHED D O=ilkE B-4 B-4 B-4 L, I LOW VOLTAGE -13 WRING DL* P! NBM� -X 1 rw JEFINISH�01) L A A B-12/1°�QY► -tORRE B-4 � O SIA LTG CONT. 8 �� `� B-1/3 B-1/3 DT ��-41�EM1 WIRING DIGRAM--- �� L B-2 B 2 Q 21f2° SLOPEN� B-2 Bl2 1 B-2 I B-2 1 9-13 A A 1 I B-5/7 B-5/7 tB02 I B-2 - I—B,-,22 B L ►!G IAS. a"-� -- — --�- EM1 B M1 1 o B 8-2 AL y L ..�. �.. I DWAAM "B" A A .r.` i.- 11-13 0 01 VESTI BE7 LV11 B- .' Yg4 qJrfl XOB 10� i WIRING DIAGRAM Ile - 4 B-12/ X -13 WA LTG C0 " " B;4 VB+,a_] B LIG( LNG CONT $ .A" : fB" & "C'r--u� 'gEM2 -r 11111 (Till (fri11111! Jt I� it i} PHOTOCELL H -12,'14 WSB.�B-12/14 COMPRESSOR VIA L110 CANT. 'B" VIA LTG CONT. "A' tinrcvvlvl 0 I 491 I ELECTRICAL ROOM 11[3 t:J W SIGN Q B-18 1 VIA LTG CANT. U3` C-- I L/ 14 S Q VIA LTG CONT. "B" B -15n `- RED OBSTRUCTION LIGHT MOUNTED ON ROOFO SEE HANGAR LIGHT FIXTURE M UNW- `- DETAIL do LIGHTING CONT DETAIL A ON SHEET E-4.1 (TYPICAL). ---A O E-1 /3 B-1 /3 Ik.f A RED 0 MOUNT s RQ B-15 It • J C VIA LTG CONT. "B" SIGN y B-16 j'1 WF VIA LTG CONT. "B' 1 2112° SLOPE AIRCRAFT i HANGAR q �,2 8-5/7 0 �I B-12/+�-�-=-��-� 12,'14 .'i' M _� LIG CONT. -B- X 0 kO O -12/14 D DF WffG_C)Nfi-"6" -' B-6 B-6 B-1:1 --------------- ( B-6� EM] A ( D I D 1 B J ST�RA I D I I D B-6 I lI B-6 I I I I D I I D I uI I F�.I.s.�l�-- B-6 W0101EN A B-1: 1 114 B-5/7 J EM1 I D I I D B -s a U- I FD. fl = I I EL.: -1c D I D u 1 B-8 1 _ B- 1 -FUTURE I 1 MEN LOW VOLTAGE- ] I 115 D j S OR L $ I i 116 B-8 02 B-8 WIRING DIAGRAM "C' EM1 I D D u u I B-8 B-8 I B-8 X Q-------� -12/14 C HB-12/14 VIA LTG CCLNT. "A" WSB B-12/14 VIA LTG CONT. 'A' OC OE WATTSTOPPER LEGEND OCCUPANCY SENSOR NOTES DT ® DW -100-W, DUAL TECHNOLOGY WALL. SWITCH 1. THE BASIS OF LIGHTING CONTROL FOR THIS PROJECT IS COMPONENTS MANUFACTURED BY wrsTOPPER, SENSOR, 12OVAC, 800 WATTS INC. ALL EQUIPMENT SHALL BE LOCATED, INSTALLED AND PROGRAMMED ACCORDING TO MANUFACTURER'S ® LMSW-101-W, SERIES DIGITAL 1 -BUTTON FALL INSTRUCTIONS. SWITCH, 24VDC, (2)RJ45 PORTS 2. ADDITIONAL SENSORS MAY BE REQUIRED TO PROVIDE COMPLETE COVERAGE DEPENDING ON PARTITION LMDC-100, DIGITAL DUAL TECHNOLOGY CEILING HEIGHT/PLACEMENT, FURNITURE PLACEMENT, EQUIPMENT HEIGHT/PLACEMENT AND SHELVING MOUNT SENSOR, 24VDC, (2)RJ45 PORTS HEIGHT/PLACEMENT. ® LMRC-101, SERIES DIGITAL ON/OFF SINGLE 3. LIGHTING CONTROL AND SENSOR LAYOUTS ARE DONE ACCORDING TO CURRENT FLORIDA ENERGY CODE RELAY ROOM CONTROLLER, 120VAC, 20 Ales, AND FEDERAL ENERGY GUIDELINES UNLESS SPECIFIED OTHERiWISE. CLASS 2 OUTPUT 4. PROGRAMMING OF DIGITAL DEVICES SHALL BE VIA A REMOTE HANDHELD IR PROGRAMMER CONTROL o KEY NOTES O] COORDINATE EXACT LOCATION AND REQUIREMENTS OF BUILDING SIGNAGE WITH OWNER PRIOR TO ROUGH -IN. O2 MOUNT LIGHTING CONTROL ROOM CONTROLLER ABOVE CEILING AT ACCESSIBLE LOCATION. �3 PROVIDE AND INSTALL A RED OBSTRUCTION LIGHT, POINT LIGHTING CORP, (OR EQUAL) TYPE POL-20000-R-116-34B WITH A POC -60102-1 CONTROLLER AND PPC PHOTOELECTRIC CONTROL MOUNT OBSTRUCTION LIGHT WHERE REQUIRED ON A 3/4" CONDUIT STANCHION OR EQUAL MUNICIPAL AIRPORT SEBAS11AN, FLORIDA INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LINEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813) 889-3982 ARCHITECT BUSINESS NUMBER AA26002484 per; Owdced bar. , VVMC ABJr Technwm* Baker Pro} Na: MB 139975 Engineer of Record Augusto E Bober Jr. P.E BGaza, ASSOCIATES 150 CIRCLE DRIVE, MAITLAND, FL 32751 TELEPHONE: 407.$28.0882 C>, E—MAILS IKr.s.ecoc..a.COM FLORIDA STATE P.E. NUMBER: 5131 aae��'ttllr3aba���ia C2 e v X14 •� � �=f = w �o ° LU °... FLO¢N .•. Flo '!O •°.•°°°•• �'6. ,FSS �'% AUCUM E BOM RL P1 FLORIDA P.E 0 39410 Notes: - s m OH GENERAL NOTES 1. REFER TO COMPLETE GENERAL NOTES ON SHEET E-0,1. 2. COORDINATE EXACT LOCATION OF ALL LIGHTING FIXTURES WITH ARCHITECTURAL PLANS. 3. CONNECT ALL EMERGENCY LIGHTS AND EXIT SIGNS TO LOCAL LIGHTING CIRCUIT AHEAD OF ANY CONTROLS UNLESS OTHERWISE INDICATED. 4. FOR LIGHTING CONTROL WIRING DIAGRAMS SEE SHEET E-4.1. 5. CONSULT ARTICLE 513 OF THE NEC FOR WORK IN THE HANGAR. ALL DEVICES ARE CONSIDERED TO BE LOCATED IN NON -HAZARDOUS LOCATIONS. ALL ELECTRICAL DEVICES AND SWITCHES SHALL BE 48' MINIMUM A.F.F. IN HANGAR AREA. 6. EXTERIOR BUILDING LIGHTING FIXTURES SHALL BE FULL CUT-OFF TO MEET "DARK SKY" REQUIREMENTS AND TO AVOID GLARE OR DISCOMFORT TO THE PILOTS OF TAXIING AIRCRAFT ON ANY ADJACENT APRON AND TAXIWAY SYSTEM. NORTH FLOOR PLAN - LIGHTING SCALE: 1/8" = V-0" 2 3 4 5 REVISIONS No. Description Date By Project Name: CONSTRUCT HANGAR C Q Drawing Name: FLOOR PLAN - LIGHTING RM Project Ito.: FAA A.I.P. Project No.: 425750-1-94-01 - Daft leeue: FEBRUARY 2016 BIDDING Sccte: thawing Number. 1/8"-1-0" E-1.1 C U W a _ m d >t 2 ,i„ 3 1 4 5 J ._..._..._......_--_._..._.._� �_________ A-61----�` — _�=—� = = _ A-614PW IG �� �� WP/G _- 60 a►� 0�° MUNICIPAL AIRPORT A-43 A-43 FINISHED 30A/NF OPEN/CLOSE CONIRQL OPENICLOSE CONTROL 3P/30A/ /� SEBASTIAN, FLORIDA OFFICE +4#" A-2 3,�1 0 POOR CONIBg1 D 1 GOR \J 5/37 448 101 _ -51 3#12,#126,3%�F"G. 3#12,#12G,3/4"C. A_-5 FE 13 c+t CID , • • A-43 A-43 � 9v INTERNATIONAL L 4� FE FINISH STATI GROUNDING ASSEMBLY AIRCRAFT Q �A-57 FE a G 5 MAX. 5fl,RECEPTACLE- EN GROUNDS.� MICHAEL BAKER INTERNATIONAL, INC. CORRID ICAL` D ::- 5020 WEST LINEBAUGH AVE. SUITE 240 102 SEE DETAIL ON -41. = STORAGE TAMPA, FLORIDA 33624 (813) 889-3982 A�1 13 11 `1� G cf 113 ARCHITECT BUSINESS NUMBER AA26002484 A-45 �- EXOTHERMIC WELD TO 0mcked by. ,VA -45 A-45 BUILDING STEEL (TYPICAL) WMC ABJr #3/0 COPPER GROUND CABLE A-45 BENEATH CONCRETE FLOOR SLAB ► � Tedmraan: Bdcw Prof. Na: 21/2_" SLOPE 2112" SLOPE MB 139975 id I OFFICE Q � ! FMirleer of Record Auguato >_. Robes Jr. P.E ,:CA -45 103 ® Av%I ASSOCIATES FUTURE 150 CIRCLE DRIVE. MAITLAND. FL 32751 A-45 AIRCRAFT FOR C TELEPHONE: �p7 62!.0882 E—MOL: LvI. lA/.cx,�o.coM HANGAR RECEPTA LES FLORID NUMBER: 5131 . 52 U-1 ' 1°E A-59 J /—FUTURE BUILDOUT GERe4TOR -43" GR 100 GR A-57 Tee ��. ,,••••••.° G A-5,. r 41 (y + • eC 1 s -54 2P 10OA NF I I o '� of tW ' -50 DISHWASHER / / jEL'°A-1/3 NF 23,813,1"C.<O �..�� •�•'•CrF J A-39/41 2P/ i0A/50AF/11P 2110,#10G,3/4 C. tib u_ F Ir 8 A-5✓7 - HOT WATER CIRC. PUMP - 2#6,#10G,3/4mI WP/G A-47 ��A-47 T -b4, G SUMP PUMP WITH W�S i EN FXP —FUTURE FLCMA RE 0 39M RECEPTACLE M E N 10 A-32 I' 'i 115 Notes: EF -2 G �� ,,,..., GR - f GF. I ' O ORR. �:i STORAGE �b ..._... 1 'A 4 1 eP 47 _.__ Q 116 IRR' TION PU AP � � - a - � -- A-57 A— 6/28 4 _ G A-38/40 2#i2,#1213,3/4" C. MEN T 2#8,#10Gf3/ASTIBULE cli 1 T +1: 109 A-55 IRRIGATION CONTRO R ® G STARTER/DISCONNECT l- STARTERAMONNECT STARTER/DISCONNECT STARTER/DISCONNECT G A-30 A-49 A-2/4/6 A-8/10/12 A-14/16/18 A-20/22/24 3#12,#12G,3/4" 3112,#1213,3/eC. 3#12,#12G,3/4"C. 12G,3/4"C. , - P EL( " p _5 EE -6 -EF-7 E - A- - 1 G -53 46"-5" O 0 �� _�'I^7, cl- L. � i 1 � " �;-'� _"_ � ---'� � + { �1V1V13 R U /Gbth�� t1 LIGHLALARM AIR COM . O© 0 Ars C VERIFY EXACT DEAL THH OIL/WATER SEPARATOR g,MAdN ifISCQNNj COORDINATE LOCATION WITH 14 SEE SHEET E-3.1 MANUFACTURER A-36 MECHANICAL CONTRACTOR SURGE PIT PUMP, ' 2P/30A/30AF/WP /200 125AF A-34 m A-21/23 A- /1 2#10,#1"C. ELECTRICAL ROOM REVISIONS 110 No. Description Date By OB OC OE OF Go OH KEY NOTES GENERAL NOTES O PROVIDE AND INSTALL A 4' HIGH X 3' WIDE X 3/4" THICK 1. REFER TO COMPLETE GENERAL NOTES ON SHEET E-0.1. PLYWOOD BACKBOARD AND PAINT WITH (2) COATS OF FIRE 2. FOR EXACT LOCATIONS OF MECHANICAL EQUIPMENT AND RETARDANT GRAY PAINT TO MEET THE REQUIREMENTS OF EQUIPMENT POINT OF CONNECTION, REFER TO MECHANICAL. Protect Name: TELEPHONE SERVICE PROVIDER, WITH A #s AWG COPPER DRAWINGS AND MANUFACTURER'S SHOP DRAWINGS. GROUNDING CONDUCTOR IN 3/4" PVC CONDUIT FROM BACKBOARD TO SERVICE ENTRANCE GROUND, INSTALL A 2' 3. ALL CIRCUIT FEEDERS AND DISCONNECTS SHALL BE SIZED AND EMPTY CONDUIT WITH PULL WIRE FROM BACKBOARD TO LOCATED PER REQUIREMENTS OF NATIONAL ELECTRICAL CODE. CONSTRUCT HANGAR C TELEPHONE POINT OF SERVICE. CONTRACTOR IS TO VERIFY DISCONNECT SWITCH AND FUSE SIZES WITH SELECTED EQUIPMENT MANUFACTURER'S SHOP O2 COORDINATE EXACT LOCATION AND ELECTRICAL REQUIREMENTS DRAWING PRIOR TO PLACING ORDER AND PROVIDE EVERYTHING OF IRRIGATION EQUIPMENT WITH IRRIGATION CONTRACTOR. AS REQUIRED. CONTRACTOR IS TO COORDINATE ALL ELECTRICAL. VERIFY EXACT HANGAR DOOR ELECTRICAL REQUIREMENTS REQUIREMENTS WITH MANUFACTURER/OWNER'S PURCHASING < Drawing Name: PRIOR TO ROUGH -IN. AGENT/COMMISSIONING AGENT/ELECTRICAL ENGINEER PRIOR TO ORDERING EQUIPMENT AND INSTALLING ELECTRICAL OUTLETS �4 VERIFY EXACT AIR COMM-K=vn ELECTRICAL. REQUIREMENTS FOR EQUIPMENT FURNISHED BY OTHERS TO ASSURE CORRECT FLOOR PLAN PRIOR TO ROUGH -IN. ELECTRICAL. REQUIREMENTS AND CONNECTIONS ARE PROVIDED. POWER & SYSTEMS QRESTROOM DNAUST FAN IS CONTROLLED BY THE LIGHT 4. CONSULT ARTICLE 513 OF THE NEC FOR WORK IN THE SWITCH. HANGAR. ALL DEVICES ARE CONSIDERED TO BE LOCATED IN NORTH NON -HAZARDOUS LOCATIONS. ALL ELECTRICAL DEVICES AND 4� ® /� p g SWITCHES SHALL BE 48" MINIMUM A.F.F. IN HANGAR AREA. FST Project f, FAA AJ.P. Projea-t Na: FLOOR PLAN POWER & S iy STEMS 425750-1-94-01 SCALE : 1/8" = T-0" uote: Ieau� FEBRUARY 2016 BIDDING scdDrawIrro Number: -- - E-2.1 2 3 4 5 1 1-� I. U .. III 0 I 3 s 4 �i 5 PANEL -LOCATION: ELECTRICAL M-110 0 PANEL �►carr�t�rtt.tU l: 'B" YO 120/208V.30- AJC RATING: M PANEL FED FROM: PANEL °A" Ai fE6B0ARD_RATiNG; i 00 ALPS YANUFACTURER1 SQUARED l�Y OUN G= SU F E -MAINS, MAIN LUGS ONLY $PL-' F• NQ NN_5MA TfPE: 1 WIRE Dta�lclr'nui� LOAD WATTS PE P BKR POLE GKT CKT POLE BKR PER PHASE WA LOAD DESCRIPTION WIRE SIZE SIZE PH .A. PH, A� R 10 LIGHTS - HANGAR 1145 20 2 1 2 1 _ 20 1140 LIGHT'S - 103108 12 1145 - - 3 4 1 20 % 1172 LM - 101„102„106,107,109,110,112 12 10 LIGHTS - HANGAR 145 20 2 5 6 1 20 76fl LIGHTS - 113 10 - - 11 5 - - 7 8 1 20 910 / LIGHTS - 116 10 10 LIGHTS - HANGAR % 1145 20 2 9 10 1 20 % 240 UGiiTING CONTROL (NOTE i) 12 - - 1145 - - 11 12 2 20 754 LIGHTING - cAlriciVrt 12 12 LIGHTS - EMERG./ExIT (NOTE 11, 240 %/ 20 1 13 14 - - 7 - - 12 RED OBSTRUCT. LTS (NOTE 1) �� 300 20 1 15 16 1 20 % 1200 BUILDING SIGN 10 X SITE LIGHTING (BY OTHERS) 1200 20 2 17,E 18 1 20 1200 BUILDING SIGN 10 - - 1200 _ - - 19 20 X X X SPACE X X SPACE %// X X X 21 22 X X% X SPACE X X SPACE X X X 23 24 X X X SPACE X X SPACE X X X 25. 26 X X X r SPACE x X SPACE % x X X 27 28 X X % X SPACE X X SPACE i� X X X 29 30 X X X SPACE X SUB-TOTALS 730 590 3490A 2804 2612 2714 PANEL.BOARD SUB -TOTALS •• 1••' LOAD CALCULATIONS: ONS: CQNNECTEp LOAD (WATTS) DEMAND FACTOR ESTIMATED DEMAND LOAD (WATTS) NOTES: I LIGHTING %%%�� 17940 1.25 22425 1. PROVIDE CIRCUIT BREAKER WITH RECEPTACLES X 1,0I X LOCKABLE HANDLE. HVAC - HEATING x 1.00 X HVAC - COOLING x 0 � ZIIML, 0 WATER HEATING X 1.00 X KITCHEN x 0.65 X. E X PANELBOAR D TOTALS: 17940W (50A) 22425W (62A) . COVER LIFT HOLE 3' HIGH LETTERS CAST IN COVER COYER LIFT HOLE t MECHANICAL CONNECTOR ww GROUND TEST WELL COPPER GROUNDING CONDUCTOR FINISHED GRADE GRAVEL �- GROUND ROD 1100 COVER 2A "SNAP LOCK' TABS 10"o 1/ :•1 2X'x3%" PIPE SLOT (TYPICAL OF 2) y / \ 1Wo GROUND TEST WELL DETAIL NU I I U St:� I 1 M 7 I I ELECTRICAL ROOM 110 (!)-- I v 1 0 Q aa "A-1” BLDG STEEL ri�.2 7--4, CONCRETE—ENCASED — 4 ELECTRODE PER NEC 250 COLD WATER PIPE POWER RISER DIAGRAM NUI IU POWER RISER DIAGRAM KEY NOTES �1 PROVIDE AND INSTALL A LISTED SURGE SUPPRESSION DEVICE, ON THE PANELBOARD ACCORDING TO MANUFACTURER'S INSTRUCTIONS. O2 METER AND METER SOCKET, COORDINATE ALL REQUIREMENTS WITH UTILITY COMPANY. 0 #1/0 INSULATED COPPER GROUNDING ELECTRODE CONDUCTOR IN 3/4"C. O4 3/4' x 10'-0" COPPERCLAD GROUND ROD IN TEST WELL CONNECT GROUND SYSTEM PER NEC ARTICLE 250, U5 FOR PANELBOARD INFORMATION SEE PANEL SCHEDULE. VERIFY AIC WITH UTILITY CO. PRIOR TO ORDERING PANEL AND PROVIDE PANEL WITH THE AIC RATING AS REQUIRED. ® FUSIBLE DISCONNECT SWITCH, 3 POLE, 400 AMP, 400 AMP FUSES, NEMA 3R, SERVICE ENTRANCE RATED. O (4)#600kcmil IN 4"C. ® (4)#600kcmfl AND #3 GROUND IN 4"C. U9 (4)#3 AND #8 GROUND IN 1 1/4'C, 2 3 4 5 Ir EW W MUNICIPAL AIRPORT SEBASTIAN, FLORIDA IDA" INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LINEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813) 889-3982 ARCHITECT BUSINESS NUMBER AA26002484 De Ogner: Cttedted by. WMC ABJr Teclmldon: Ek*w " No,: NIB 139975 Engitmer of Record Augusto I- Babes Jr. P.E. W%ji:Fr.4 ASSOCIATES CCNSiiE.'iW�d RNt3 150 CIRCLE DRIVE, MAITLAND, FL 32751 TELEPHONE: 407.628.0882 FLORIDA STATE P.E. NUMBER: 5131 011111111181111 Qd18�' -',f M • oL&J 1,, p /w • • d ems 'Q ....• e, O E IBES 9L P.E. f lOP,IDA P.E # 39410 Notes: REVISIONS No. Description Date By Project Name: CONSTRUCT HANGAR C Q Drawing Name: PANEL SCHEDULES AND POWER RISER DIAGRAM FOOT Project No,: 425750-1-94-01 Vote: FEBRUARY 2016 Scale: NONE FAA A.I.P. Project Nw lam BIDDING Drc+rfn9 Number: E-3.1 I y /�/����%/, i� ' ' //��%i / ' 131 • • • • - • - •• 1••' / %%%%/ I 111 %%%�� - � ZIIML, 3• ` r Y � 1:1 �j/��� i 1 � ii ��j�� ' ��/��, � i ! 1 �� //���� � Ii iii • I . , 12 j J �Allll��l%//� i �����IIII��IJJJJ� • . ••1 • • 71 ••1 1 1 �' S. 1 !y 1 ••• • , 1 1 1 11 1 of t ELECTRICAL ROOM 110 (!)-- I v 1 0 Q aa "A-1” BLDG STEEL ri�.2 7--4, CONCRETE—ENCASED — 4 ELECTRODE PER NEC 250 COLD WATER PIPE POWER RISER DIAGRAM NUI IU POWER RISER DIAGRAM KEY NOTES �1 PROVIDE AND INSTALL A LISTED SURGE SUPPRESSION DEVICE, ON THE PANELBOARD ACCORDING TO MANUFACTURER'S INSTRUCTIONS. O2 METER AND METER SOCKET, COORDINATE ALL REQUIREMENTS WITH UTILITY COMPANY. 0 #1/0 INSULATED COPPER GROUNDING ELECTRODE CONDUCTOR IN 3/4"C. O4 3/4' x 10'-0" COPPERCLAD GROUND ROD IN TEST WELL CONNECT GROUND SYSTEM PER NEC ARTICLE 250, U5 FOR PANELBOARD INFORMATION SEE PANEL SCHEDULE. VERIFY AIC WITH UTILITY CO. PRIOR TO ORDERING PANEL AND PROVIDE PANEL WITH THE AIC RATING AS REQUIRED. ® FUSIBLE DISCONNECT SWITCH, 3 POLE, 400 AMP, 400 AMP FUSES, NEMA 3R, SERVICE ENTRANCE RATED. O (4)#600kcmil IN 4"C. ® (4)#600kcmfl AND #3 GROUND IN 4"C. U9 (4)#3 AND #8 GROUND IN 1 1/4'C, 2 3 4 5 Ir EW W MUNICIPAL AIRPORT SEBASTIAN, FLORIDA IDA" INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LINEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813) 889-3982 ARCHITECT BUSINESS NUMBER AA26002484 De Ogner: Cttedted by. WMC ABJr Teclmldon: Ek*w " No,: NIB 139975 Engitmer of Record Augusto I- Babes Jr. P.E. W%ji:Fr.4 ASSOCIATES CCNSiiE.'iW�d RNt3 150 CIRCLE DRIVE, MAITLAND, FL 32751 TELEPHONE: 407.628.0882 FLORIDA STATE P.E. NUMBER: 5131 011111111181111 Qd18�' -',f M • oL&J 1,, p /w • • d ems 'Q ....• e, O E IBES 9L P.E. f lOP,IDA P.E # 39410 Notes: REVISIONS No. Description Date By Project Name: CONSTRUCT HANGAR C Q Drawing Name: PANEL SCHEDULES AND POWER RISER DIAGRAM FOOT Project No,: 425750-1-94-01 Vote: FEBRUARY 2016 Scale: NONE FAA A.I.P. Project Nw lam BIDDING Drc+rfn9 Number: E-3.1 I A DEVICES ARE PRESET FOR PLUG n' GOTM OPERATION, ADJUSTMENT IS OPTIONAL. Sequence of Operation: In this configuration The LMRC-101 defaults to manual-on/automatic off. Maximum of 4 room controllers, controlling up to 8 loads and up to 24 communicating devices per DLM local network. For full operational details, adjustments and more features of the product, see the DLM System Installation Guide at www.wattstopper.com , Lighting Red Lighting Red Load Load Neutral Wht U 01010 UG O Neutral Wht U a 1010 U Q l0 B-6 V B-8 .1 Unswitched Unswitched Hot Blk ' Hot Bik N LMRJ Series Pre -Terminated Cables or CAT5e. Free Topology & Splitter Acceptable. --------------- To Next Occupancy Sensor RJ45 (Typical) LIGHTING CONTROL WIRING DIAGRAM f1C11 1-5/8" UNISTRUT (SECURE AS REQUIRED) 1/2- SPRINGNUT JAMB -NUT, WASHER 1/2" EYE -BOLT co G ROOF STRUCTURE J -BOX /CONDUIT MEMBER APPROVED CORD -GRIP CONNECTOR - CAST ALUM. OPEN LOOP HOOK, FACTORY WIRING -APPROVED 3/4' 14-3 RUBBER CORD NOTES: SET SCREW 1. WHERE POSSIBLE, MOUNTING MAY BE DIRECTLY TO ROOF 'Z' PEARLING USING SIMILAR MOUNTING HARDWARE. SUBMIT METHOD FOR APPROVAL. 2. PROVIDE FIXTURES WITH ALL COMPONENTS, -' ACCESSORIES, FITTINGS AND HARDWARE NECESSARY TO SECURELY ATTACH FIXTURE TO BEAM AND PROVIDE FACTORY SAFETY CHAIN KIT BETWEEN FIXTURE AND BEAM TO PROVIDE SECONDARY SUPPORT. 3. MOUNT FIXTURE AS HIGH AS POSSIBLE TIGHT AGAINST UNDERSIDE OF STEEL BEAM, WITH THE BOTTOMS OF t ALL FIXTURES LEVEL WITH EACH OTHER, COORDINATE FINAL. HEIGHT WITH ACTUAL FIXTURES FURNISHED. n HIGH -BAY LIGHTING FIXTURE MOUNTING DETAIL SI:ALL: N.I.S. Lighting _Red Load j® 9. P Neutral Wht TJOBOU0 O 120V Unswitched Hot Blk j Bel oho n .. Neutral DEVICES ARE rRtziti FOR PLUG n' GOTM OPERATION, ADJUSTMENT iS OPTIONAL. Sequence of Operation: In this configuration The LMRC-101 defaults to manual-on/automatic off. Maximum of 4 room controllers, controlling up to 8 loads and up to 24 communicating devices per DLM local network. For full operational details, adjustments and more features of the product, see the DLM System Installation Guide at Line www.wattstopper.com Neutral ��— LMRJ Series Pre -Terminated Cables or CAT5e. Free Topology & Splitter Acceptable. To Next Occupancy Sensor (As Required) RJ45 _11� (Typical) LIGHTING CONTROL WIRING DIAGRAM "B" A A PIAN MEW �-- HANGAR FLOOR BRASS GROUNDING STUD BRONZE GROUNDING RECEPTACLE CULLUGAN & MCCALLUM MODEL Z10 -C10 EXOTHERMIC WELD #3/0 BARE COPPER 3/4" x 10'-0" THREADED STEEL COPPER CLAD GROUNDING ROD SECTION AIRCRAFT STATIC GROUNDING ASSEMBLY St;ALL' N. (-S. CLASS 1 1,OCATIt#N ` HANGAR 44 Y NONHAZARDOUS i.. AM 4 k r CONDUIT INSTALLED UNDER ORJ SEALING FITTING EMBEDDED IN HANGAR FLOOR AT BOUNDARY NOTES: 1. PER N.E.C. ARTICLE 513.9, SEALS SHALL BE PROVIDED IN ACCORDANCE WITH 501.15 OR 505.16, AS APPLICABLE. SEALING REQUIREMENTS SPECIFIED SHALL APPLY TO HORIZONTAL AS WELL AS TO VERTICAL BOUNDARIES OF THE DEFINED CLASS I LOCATIONS. CONDUIT SEALING FOR CLASS I LOCATIONS �iwv.L: N.I.S. (As Required) ID 1 2 s 1 3 4 L Ground 5 LIGHTING CONTROL WIRING DIAGRAM "A" B-10 Q1 TiME CLOCK --� TORK #1101 I TC (OR EQUAL) II V ROTARY TiMER a 00 3 -WAY SWITCHES C ._J I I I I tr B-3 i k AGAR LIGHTS B-5 ` I I HANGAR LIGHTS B-7 I II B_g B-11 HANGAR LIGHTS II LIGHTING CONTACTOR "Co SQUARE D TYPE LG60V02 (OR EQUAL) HANGAR LIGHTING CONTROL WIRING DIAGRAM KEY NOTES O1 CONTRACTOR SHALL SET THE TIME CLOCK SO THAT THE LIGHTING TURNS ON 30 MINUTES BEFORE OPENING AND TURNS OFF 30 MINUTES AFTER CLOSING. VERIFY TiMES WiTH OWNER. 20 INSTALL A ROTARY TiMER FOR TIME CLOCK OVERRIDE WITH A MAXIMUM SET TiME OF 2 HOURS, INTERMATIC #FF2H (OR EQUAL). PHOTOSENSOR TORK CAT. NO. EPC -A (OR EQUAL) DIGITAL LIGHTING CONTROLLER TORK CAT. No. DGLC (OR EQUAL) F_11MER PHOTO- i f SUPPLY CIRCUIT 1 CIRCUIT 2 INPUT H N INO C NC) ANO C NCS IL I B-10 C I-- LIGHTING CONTACTOR 'A", I C t,— LIGHTING CONTACTOR "B", SQUARE D TYPE LG4OV02 I SQUARE D TYPE L04OVO2 i J (OR EQUAL) I I I (OR EQUAL) B-12 ' iI ' B-12 11 I I BUILDING LIGHTS I I BUILDING ENTRY LIGHTS B-14 I iI 13-14 I, 11 B-17 I } I I B-16 ; I BUILDING SIGN I I SITE LIGHTS I I B-19 � I I� B-18 BUILDING slcN PHOTOCDNTROL ON/ PHOITOOCCONTROLL ON/ TIME OFF PHOTOCONTROL OFF EXTERIOR LIGHTING CONTROL WIRING DIAGRAM 1 5 J - b AIM MUNICIPAL AiRPORT SEBASTIAN, FLORIDA 01" Mi lot, =;SM1 • , INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LINEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813) 889-3982 ARCHITECT BUSINESS NUMBER AA26002484 Checked by: WMC ABJr Tedtllidm: Bdw Prof No» NIB 139975 IErngfneer of Record Augusto E. Bobes Jr. P.E BORES ASSOCIATES COWSU011114Kd 9HOMBXt6 150 CIRCLE DRIVE, MAITLAND, FL 32751 TELEPHONE: 407.628.0882 E-rAIL:Iw s,&ococNO.COM LOTJ§ti lgf1 NUMBER. 5131 `%% '� 808E�{7�- v C2 n `G 0 % 1K 1. -IK OF UJ w- FLORIDA P.B # 39410 Notes: REVISIONS No. Description Date By Project Name: CONSTRUCT HANGAR C Q Drawing Name: DETAILS AND WIRING DIAGRAMS FOOT Prvjrat Na: FM A.I.P. Proled Na: 425750-1-94-01 - liotd: issue: FEBRUARY 2016 BIDDING Soda: Drawfnq Number: NONE E-4.1 0 DT® 0 O d Black n Red V White - Green CD 0 LIGHTING CONTROL WIRING DIAGRAM "A" B-10 Q1 TiME CLOCK --� TORK #1101 I TC (OR EQUAL) II V ROTARY TiMER a 00 3 -WAY SWITCHES C ._J I I I I tr B-3 i k AGAR LIGHTS B-5 ` I I HANGAR LIGHTS B-7 I II B_g B-11 HANGAR LIGHTS II LIGHTING CONTACTOR "Co SQUARE D TYPE LG60V02 (OR EQUAL) HANGAR LIGHTING CONTROL WIRING DIAGRAM KEY NOTES O1 CONTRACTOR SHALL SET THE TIME CLOCK SO THAT THE LIGHTING TURNS ON 30 MINUTES BEFORE OPENING AND TURNS OFF 30 MINUTES AFTER CLOSING. VERIFY TiMES WiTH OWNER. 20 INSTALL A ROTARY TiMER FOR TIME CLOCK OVERRIDE WITH A MAXIMUM SET TiME OF 2 HOURS, INTERMATIC #FF2H (OR EQUAL). PHOTOSENSOR TORK CAT. NO. EPC -A (OR EQUAL) DIGITAL LIGHTING CONTROLLER TORK CAT. No. DGLC (OR EQUAL) F_11MER PHOTO- i f SUPPLY CIRCUIT 1 CIRCUIT 2 INPUT H N INO C NC) ANO C NCS IL I B-10 C I-- LIGHTING CONTACTOR 'A", I C t,— LIGHTING CONTACTOR "B", SQUARE D TYPE LG4OV02 I SQUARE D TYPE L04OVO2 i J (OR EQUAL) I I I (OR EQUAL) B-12 ' iI ' B-12 11 I I BUILDING LIGHTS I I BUILDING ENTRY LIGHTS B-14 I iI 13-14 I, 11 B-17 I } I I B-16 ; I BUILDING SIGN I I SITE LIGHTS I I B-19 � I I� B-18 BUILDING slcN PHOTOCDNTROL ON/ PHOITOOCCONTROLL ON/ TIME OFF PHOTOCONTROL OFF EXTERIOR LIGHTING CONTROL WIRING DIAGRAM 1 5 J - b AIM MUNICIPAL AiRPORT SEBASTIAN, FLORIDA 01" Mi lot, =;SM1 • , INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LINEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813) 889-3982 ARCHITECT BUSINESS NUMBER AA26002484 Checked by: WMC ABJr Tedtllidm: Bdw Prof No» NIB 139975 IErngfneer of Record Augusto E. Bobes Jr. P.E BORES ASSOCIATES COWSU011114Kd 9HOMBXt6 150 CIRCLE DRIVE, MAITLAND, FL 32751 TELEPHONE: 407.628.0882 E-rAIL:Iw s,&ococNO.COM LOTJ§ti lgf1 NUMBER. 5131 `%% '� 808E�{7�- v C2 n `G 0 % 1K 1. -IK OF UJ w- FLORIDA P.B # 39410 Notes: REVISIONS No. Description Date By Project Name: CONSTRUCT HANGAR C Q Drawing Name: DETAILS AND WIRING DIAGRAMS FOOT Prvjrat Na: FM A.I.P. Proled Na: 425750-1-94-01 - liotd: issue: FEBRUARY 2016 BIDDING Soda: Drawfnq Number: NONE E-4.1 0 �A7 u, STRUCTURAL DESIGN CRITERIA D-1 CODES: FLORIDA BUILDING CODE 2014 D-2 DESIGN LIVE LOADS: ROOF: 20 PSE. D-3 GROUND SNOW LOAD: NOT USED D-4 ULTIMATE DESIGN WIND SPEED V ult = I GO MPH, 3-5EC. GUST NOMINAL DESIGN WIND SPEED V a5d = 124 MPH, 3-5EC. GUST R15K CATEGORY 11 EXPOSURE C ENCLOSED BLDG, INTERNAL PRESSURE COEFFICIENT (GCp) = +/-0.18 D-5 5EI5MIC: ZONE 0 D -G ALLOWABLE 501L BEARING PRESSURE 2500 P5F D-7 COMPONENTS AND CLADDING WIND PRESSURES, SEE ELSEWHERE IN THI5 DRAWING D-8 FLOOD ZONE: REFER TO CIVIL DRAWINGS GENERAL NOTES G- I REVIEW ALL PROJECT DOCUMENTS PRIOR TO FABRICATION AND START OF CONSTRUCTION. REPORT ANY DISCREPANCIES TO ARCHITECT OR STRUCTURAL ENGINEER PRIOR TO PROCEEDING WITH WORK. G-2 THE MASONRY WALLS ARE NOT DESIGNED TO WITHSTAND TEMPORARY CONSTRUCTION LOADS. IT 15 THE CONTRACTORS R.E5PON5113ILITY AT ALL TIMES TO MAINTAIN WALL STABILITY DURING THE CONSTRUCTION PHASE OF THIS PROJECT. G-3 IT 15 THE CONTRACTORS RESPONSIBILITY TO PROTECT EXISTING FACILITIES, STRUCTURES AND UTILITY LINES FROM ALL DAMAGE DURING CONSTRUCTION. G-4 NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE REDUCED IN 517E OR STRENGTH WITHOUT PRIOR APPROVAL IN WRITING FROM THE STRUCTURAL ENGINEER. G-5 COORDINATE STRUCTURAL AND OTHER DRAWINGS THAT ARE PART OF THE CONTRACT DOCUMENTS FOR ANCHORED, EMBEDDED OR SUPPORTED ITEMS WHICH AFFECT THE STRUCTURAL DRAWINGS. G -G ALL DETAILS AND SECTIONS ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR 51TUATION ELSEWHERE ON THE PROJECT EXCEPT WHERE A SEPARATE DETAIL 15 SHOWN. G-7 THE INTENTION OF THE PLANS AND 5PECIFICATION5 15 TO PROVIDE ALL NECESSARY DETAILS TO CONSTRUCT A COMPLETE STRUCTURE. GENERAL CONTRACTOR SHALL COORDINATE THE STRUCTURAL DRAWINGS WITH ALL OTHER DISCIPLINES. WHEN SPECIFIC INFORMATION IS M1551NG OR 15 IN CONFLICT, THE CONTRACTOR SHALL USE A SIMILAR DETAIL AND/OR THE MORE C05TLY ITEM OF CONFLICT. THE CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. G-8 PHOTOGRAPHIC REPRODUCTIONS OF THE STRUCTURAL DRAWINGS FOR SHOP DRAWINGS SHALL NOT BE PERMITTED. G-9 REVIEW ALL SHOP DRAWINGS FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS AND FOR COMPLETENESS AND ANSWER ALL CONTRACTOR RELATED QUESTIONS. STAMP AND INITIAL ALL SHEETS PRIOR TO SUBMITTING SHOP DRAWINGS TO ARCHITECT FOR REVIEW. NONCOMPLIANCE WITH THIS REQUIREMENT WILL RESULT IN REJECTION OF SUBMITTAL. G-10 ALL WORK TO BE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF THE FLORIDA BUILDING CODE AND ALL APPLICABLE LOCAL CODES. G-1 I CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS * DIMEN51ON5 RELATIVE TO THE SAME. WHERE THERE ARE CONFLICTS BETWEEN ACTUAL FIELD CONDITIONS SHALL BE BROUGHT TO THE ARCH ITECT/ENGI NEEK5 ATTENTION AND THE NECESSARY ADJUSTMENTS MADE PER THEIR COORDINATION. G-12 IF THERE ARE ANY DISCREPANCIES BETWEEN THE STRUCTURAL DRAWINGS, ARCHITECTURAL DRAWINGS, STRUCTURAL DETAILS, STRUCTURAL NOTES, THE PROJECT SPECIFICATIONS, OR APPLICABLE CODES THE STRICTEST SHALL GOVERN. G-13 ONLY WRITTEN CHANGES APPROVED BY THE ARCHITECT AND ENGINEER SHALL BE PERMITTED. SHALLOW FOUNDATIONS SF- I SOIL TO BE STRIPPED, COMPACTED AND TESTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS ENGINEER AND PROJECT SPECIFICATIONS AS NOTED IN THE 501L5 REPORT FOR HANGER "C" SEBASTIAN MUNICIPAL AIRPORT BY K5M ENGINEERING AND TESTING, INC. PROJECT NUMBER 140550-13, DATED APRIL 4, 2014. SF -2 FOOTING DESIGN BASED ON MAXIMUM ALLOWABLE 501L BEARING PRESSURE OF 2500 P5F PER SOIL REPORT 517-3 CENTER ALL FOOTING5 UNDER THEIR RESPECTIVE COLUMNS OR WALLS UNLESS OTHERWISE SHOWN ON PLANS. MAXIMUM MISPLACEMENT OR ECCENTRICITY -2n. TOLERANCE FOR M15LOCATION OF COLUMN DOWELS OR ANCHOR BOLTS TO BE PER ACI OR A15C STANDARDS. SF -4 HORIZONTAL JOINTS 1N FOOTINGS WILL NOT BE PERMITTED. 5F-5 WHERE VERTICAL.CON5TRUCTION JOINTS OCCUR IN CONTINUOUS FOOTINGS. PROVIDE A MINIMUM CONTINUOUS 2"x 4" KEY WAY ACROSS JOINT FOR EACH 12" OF DEPTH. 5F -G CONTRACTOR TO NOTIFY ARCHITECT IF 501L CONDITIONS ARE UNCOVERED THAT PREVENT THE REQUIRED SOIL BEARING PRESSURE FROM BEING OBTAINED. 5F-7 COORDINATE PLUMBING LINES WITH FOOTING LOCATIONS FOR INTERFACE. INDIVIDUAL FOOTINGS SHOULD BE LOWERED WITH THE PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. CONTINUOUS WALL FOOTINGS SHOULD BE STEPPED AS DETAILED ON DRAWINGS. 5F-8 EXCAVATING UNDER OR NEAR IN-PLACE FOOTINGSIFOUNDATION5 WHICH DISTURBS THE COMPACTED 501L BENEATH THE FOOTINGS/FOUNDATIONS WILL NOT BE PERMITTED. 1 5F-9 REINFORCING SHALL BE SUPPORTED ON PRECAST CONCRETE PADS, DOWELS FOR COLUMNS AND FILLED CELLS SHALL BE SECURED IN PLACE PRIOR TO POURING CONCRETE. USE TEMPLATES FOR SETTING COLUMN DOWELS AND ANCHOR BOLTS. SF -10 PREPARATION OF 5UBGRADE SHALL BE IN STRICT ACCORDANCE WITH INSTRUCTION OUTLINED IN THE GEOTECHNICAL REPORT CONTRACTOR * SHALL VERIFY, PRIOR TO PLACEMENT OF THE FOUNDATIONS, THAT THE 501L 15 CAPABLE OF SUPPORTING 2500 P5F. OF BEARING PRESSURE. 5F-1 1 THE OWNER SHALL PROVIDE THE CONTRACTOR A COPY OF THE GEOTECHNICAL REPORT FOR THE 51TE PRIOR TO CONSTRUCTION, NO CONSTRUCTION MAY BEGIN UNTIL A 5OIL5 REPORT FOR THE 51TE 15 OBTAINED FROM THE OWNER OR A NEW GEOTECHNICAL REPORT 15 PERFORMED FOR THE SITE. A COPY OF THE ORIGINAL GEOTECHNICAL REPORT SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. SF -12 STEPS IN WALL FOOTING SHALL NOT EXCEED A SLOPE OF (1) VERTICAL TO (2) HORIZONTAL SF -13 CAUTION SHALL BE USED WHEN OPERATING VIBRATORY COMPACTION EQUIPMENT NEAR EXISTING STRUCTURES TO AVOID THE R15K OF DAMAGING THE EXISTING STRUCTURE. 5F-14 ALL BACKFILL COMPACTION WORK ADJACENT TO RETAINING WALLS, FOUNDATION WALLS ETC. SHALL USE LIGHT DUTY HAND OPERATED TAMPERS WITHIN 3'-0" DISTANCE FROM THE WALL. 5F-15 AT EXTERIOR CMU FOUNDATION WALLS, WHEN THE HEIGHT BETWEEN TOP OF SLAB AND FINISH GRADE 15 GREATER THAN 3'-0" FOR A LENGTH OF G'-0" OR MORE, CONTRACTOR SHALL PROVIDE TEMPORARY BRACING OF WALL UNTIL 14 DAYS MINIMUM AFTER SLAB I5 INSTALLED. HUCTURAL NOTES RC -18 USE THE STRUCTURAL DRAWINGS INCLUDING REVISIONS AND ADDENDA IN CONJUNCTION WITH REVIEWED SHOP DRAWINGS FOR PLACEMENT OF REINFORCING. RC -19 AT CHANGES IN DIRECTION OF CONCRETE WALLS, BEAMS * STRIP FOOTINGS, PROVIDE CORNER BARS OF SAME 51ZE AND QUANTITY (U.O.N.) AS HORIZONTAL STEEL. REFER TO TYPICAL DETAIL. RC -20 ALL EMBEDDED ITEMS SHALL BE SECURELY TIED IN PLACE PRIOR TO CONCRETE PLACEMENT. RC -21 WEDGE BOLTS SHALL BE ITW RAM5ET/REDHEAD BOLTS OR APPROVED EQUIVALENT INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 3/4' DIAMETER WEDGE BOLTS SHALL BE OF LENGTH REQUIRED TO PROVIDE 3-1/4' MIN. EMBEDMENT, 2.0 KIPS TENSION AND 4.1 KIPS SHEAR WORKING LOADS IN 3000p5E CONCRETE (U.O.N.) DO NOT CUT EXISTING REINFORCING TO INSTALL. RC -22 DOWEL BAR SPLICERS SHALL BE A COMPLETE ASSEMBLY, INCLUDING COUPLER, FROM ATTACHMENT (WHEN REQUIRED) AND THREADED BAR CAPABLE OF DEVELOPING THE BAR BEING SPLICED IN ACCORDANCE WITH ACI 318 SECTION 12.14.3. RC -23 HEADED STUD ANCHORS SHALL BE ASTM A 108, GRADE S, 1010 THROUGH 1020 AS MANUFACTURED BY NELSON STUD OR APPROVED EQUIVALENT. STUD WELDING SHALL CONFORM TO AW5 DI. I "STRUCTURAL WELDING CODE." RC -24 ADME51VE ANCHORS SHALL BE ITW RAM5ET/REDHEAD EPCON CERAMIC G EPDXY ANCHORING SYSTEM OR APPROVED EQUIVALENT INSTALLED IN ACCORDANCE WITH MANUFACTURER`5 RECOMMENDATIONS. A SCREEN TUBE MUST BE UTILIZED FOR INSTALLATION IN HOLLOW BLOCK AND BRICK MASONRY. DO NOT CUT EX15TING REINFORCING TO INSTALL. 1 3 I M-18 REINFORCING STEEL SHALL BE NEW DEFORMED BARS THAT ARE FREE FROM RUST, SCALE AND OIL AND CONFORM TO A5TM AG 15, GRADE GO, WITH MINIMUM YIELD STRENGTH = GO,000. WHERE WELDING REQUIRED A5TM A70G, GRADE GO M_ 1 g A MINIMUM OF (3) FILLED CELLS SHALL BE LOCATED AT CONCENTRATED LOADS ON TYPICAL WALLS. M-20 PROVIDE (3) FILLED CELLS AT ALL CORNERS ANIS ENDS OF WALLS. M-21 LAP ALL BOND BEAMS WHERE STEPPED 4'-0" M-22 ALL DOWELS FROM THE FOUNDATION SHALL MATCH 51ZE � LOCATION OF THE VERTICAL REINFORCING IN MASONRY, UNLESS NOTED DIFFERENTLY. EXTEND DOWEL A MIN. OF 48 BAR DIAMETERS FROM THE FOUNDATION. M-23 EXPANSION BOLTS SHALL BE "HILTI KWIK BOLT 11' OR APPROVED EQUAL. MINIMUM EMBED SHALL BE 5" FOR 2" DIA., 3�' FOR J' DIA. AND 2"' FOR g" DIA. M-24 CHEMICAL ANCHORS SHALL BE "HILTI C-100" OR APPROVED EQUAL. MINIMUM EMBEDMENT SHALL BE Gg' FOR a" DIA., 4L" FOR � DIA., 3� FORS" DIA. M-25 THREADED ANCHORS SHALL BE A5TM A3G OR A307 QUALITY. ALL CMU CELLS TO RECEIVE ANCHORS SHALL BE GROUTED 50ILD, NOTIFY ENGINEER PRIOR TO 5UB51TUTION OF ANY BOLTS INDICATED IN THE DRAWINGS. PRE-ENGINEERED METAL BUILDING: M15-1 DESIGN CRITERIA AS PER THE LATEST EDITION OF FLORIDA BUILDING CODE 2014. WIND VELOCITY OF I GO MPH (3 SEC GUST ULTIMATE) FOR HANGAR BUILDING M5-2 THE METAL BUILDING MANUFACTURER SHALL PROVIDE REACTIONS SIGNED AND SEALED BY A PROFE5510NAL ENGINEER REGISTERED IN THE STATE OF FLORIDA TO THE ENGINEER OF RECORD TO VERIFY THAT ALL FOOTINGS ARE ADEQUATE TO SUPPORT THE BUILDING SELECTED USING THE DESIGN LOADS. IF THE FOOTINGS ARE NOT ADEQUATE, THE ENGINEER OF RECORD SHALL REV15E THE FOOTINGS AS REQUIRED. M5-3 THE METAL BUILDING MANUFACTURER SHALL FURNISH DRAWINGS AND CALCULATIONS CERTIFIED BY A FLORIDA REGISTERED M13-4 DESIGN THE ROOF FOR ADDITIONAL DEAD LOAD AS FOLLOWS: COLLATERAL HANGAR: MECHANICAL ALLOWANCE: 4.0 P5F SPRINKLER LOA05: 2.0 PSF COLLATERAL OFFICE: MECHANICAL ALLOWANCE: 4.0 PSF 5PRINKLER LOAD5: 2.0 P5F MISCELLANEOUS: 8.5 P5P MB -5 SERVICEABILITY LIMITATIONS (50 YR. RETURN): BUILDING DRIFT: H/400 ROOF BEAMS: U240 (OF TOTAL LOAD) MB -G BUILDING TO STAND ON ITS OWN, DO NOT RELY ON CMU WALL FIELD VERIFY CONDITIONS FV- I CONTRACTOR SHALL VERIFY CONDITIONS AND DIMEN51ON5 RELATIVE TO THE SAME. WHERE THERE ARE CONFLICTS BETWEEN ACTUAL FIELD CONDITIONS AND DATA PRESENTED IN THE DRAWINGS, SUCH CONDITIONS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION AND THE NECESSARY ADJUSTMENTS SHALL BE MADE PER THEIR INSTRUCTIONS. FV -2 GENERAL CONTRACTOR SHALL REVIEW AND APPROVE SHOP DRAWINGS BEFORE SUBMITTING THEM TO THE ENGINEER, OTHERWISE THEY WILL BE REJECTED. FV -3 IF THERE ARE ANY DISCREPANCIES THE STRICTER SHALL GOVERN. D-7 COMPONENTS AND CLADDING ULTIMATE WIND PRESSURES 5 STRUCTURAL STEEL 5-1 FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE A15C "MANUAL OF STRUCTURAL CONSTRUCTION" THIRTEENTH EDITION AND THE A15C "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS," 2005 EDITION. 5-2 STEEL DESIGNATIONS: WIDE FLANGES .....................A5TM A332 Fy=50k.5.i ALL OTHER HOT -ROLLED SHAPES AND PLATES ......... A5TM A3G Fy=3Gk.5.: PIPE COLUMNS....................A5TM A53, GRADE B fy=35k.5.i STRUCTURAL TU13ING........ A5TM A500, GRADE B Fy=4Gk.5.i 5-3 ALL HIGH-STRENGTH BOLTS SHALL MEET THE REQUIREMENTS OF THE 'SPECIFICATION FOR STRUCTURAL JOINTS U51NG ASTM A325 OR A490 BOLTS." 5-4 UNLE55 NOTED OTHERWISE, ALL BOLTS SHALL BE 3/4" DIAMETER A-325 AND SHALL BE BEARING TYPE CONNECTIONS. IF A CERTAIN 51TUATION 15 NOT DETAILED USE A SIMIALAR DETAIL CONNECTIONS SHALL GENERALLY FOLLOW THE TYPES SHOWN IN A15C MANUAL OF STEEL CONSTRUCTION. 5-5 ALL BOLTS CAST IN CONCRETE SHALL CONFORM TO A5TM A -3G OR A-307. 5-G ALL SHOP AND FIELD WELDING SHALL BE DONE BY CURRENTLY CERTIFIED WELDERS IN ACCORDANCE WITH AW5 DLI "STRUCTURAL WELDING CODE," LATEST EDITION. 5-7 ALL WELDS ARE TO CONFORM TO AI5C STANDARDS AND LOAD TABLES. USE E70X0( ELECTRODES FOR ALL WELDING UNLESS NOTED OTHERWISE GRIND SMOOTH ALL EXPOSED WELDS. 5-8 SUBMIT STRUCTURAL STEEL SHOP DRAWINGS FOR REVIEW PROP, TO FABRICATION. CLEARLY SHOW ALL PIECE MARKS, CONNECTIONS AND ERECTION DRAWINGS, ANY SPLICES NOT SHOWN ON CONTRACT DRAWINGS ARE TO BE CLEARLY NOTED FOR APPROVAL. 5-9 DO NOT WELD TO EMBEDS UNTIL CONCRETE HAS CURED AT LEAST 72 HOURS. USE APPROPRIATE WELDING PROCE55E5 TO LIMIT HEAT BUILDUP IN EMBED TO AVOID PLATE EXFAN51ON AND CRACKING OF CONCRETE. 5-10 WELDED CONNECTIONS SHALL DEVELOP THE FULL SHEAR AND/OR MOMENT CAPACITY OF THE MEMBERS CONNECTED. AS PER A15C 5-11 ALL BOLTED STEEL CONNECTIONS ARE TO BE STANDARD A15C BOLTED CONNECTIONS AS PER THE AISC MANUAL AND SHALL BE CAPABLE OF SUPPORTING MAXIMUM ALLOWABLE UNIFORM BEAM LOADS, AS DETERMINED FROM THE TABLES OF UNIFROM LOAD CON5TANT5 OF THE A15C MANUAL, ALL BOLTS SHALL BE STRENGTH A5TM A325. DEFINITIONS OF ABBREVIATIONS A.B. ANCHOR BOLT FF FINISHED FLOOR ABV. ABOVE FEE. FINISHED FLOOR ELEVATION ACI AMERICAN CONCRETE INSTITUTE FG FINISHED GRADE ARCH. ARCHED OR ARCHITECT PM MA50NRY COMPRESSIVE STRENGTH A5TM AMERICAN SOCIETY OF TESTING END. FOUNDATION AND MATERIALS FRM FRAMING BLW. BELOW FTG. FOOTING BM BEAM GA GAUGE 15.0. BOTTOM OF G.C. GENERAL CONTRACTOR BOT. BOTTOM H.C.A. HEADED CONCRETE ANCHOR BRG. BEARING HORIZ. HORIZONTAL C.J. CONTROL JOINT H.5, HEADED STUD CLR. CLEAR IN INCH(E5) CMU CONCRETE MASONRY UNIT INT. INTERIOR COL. COLUMN J.B. J015T BEARING CONC. CONCRETE J.G. J015T GIRDER CONN. CONNECTION JST. J015T CONT. CONTINUOUS JT. JOINT CVR. COVER L ANGLE DIA. DIAMETER MAX. MAXIMUM DTL, DETAIL M/C MOISTURE CONTENT DWG. DRAWING M.C.J. MASONRY CONTROL JOINT EA. EACH MFR. MANUFACTURER E.J. EXPANSION JOINT MIN. MINIMUM EL. ELEVATION MISC. MISCELLANEOUS EMBED EMBEDMENT MPH MILES PER HOUR EXP. EXPOSURE OR EXPAN51ON MTL METAL NO. NUMBER N5.*F5. NEAR 51DE AND FAR SIDE N.T.5. NOT TO SCALE 3 2 O.C. ON CENTER n OHGD OVERHEAD GARAGE DOOR ,✓ OPG. OPENING 055 ORIENTED STRAND BOARD P.D.F. POWER DRIVEN FASTENERS !......r P.E.M.T. PRE-ENGINEERED METAL TRU55ES / P. E.W.T. PRE-ENGINEERED WOOD TRU55E5 PL PLATE �........ j PSF POUNDS PER SQUARE FOOT Psi POUNDS PER SQUARE INCH ..::;..,...: j P.T. PRESSURE TREATED �::::•:::::; QTY. QUANTITY REINF. REINFORCEMENT REQ'D REQUIRED ::::.:.::::: RMD ROOF METAL DECK �5PF SPRUCE PINE FIR STL, STEEL 5TRUCT. STRUCTURAL 5U155T. SUBSTITUTE 5YP SOUTHERN YELLOW PINE T.B. TOP AND BOTTOM T.O. TOP OF TOF TOP OF FOOTING 3 TOS TOB �EEB STL 3 2 TyP. TYPICAL cJ 4 J VERT. VERTICAL OTHERWISE NOTED W/ WITH W/C WATER CEMENT WWF WELDED WIRE FABRIC ROOF PRESSURES ULTIMATE PRESSURES IN PSF. WALL PRESSURES ULTIMATE PRESSURES IN P5F. TRIBUTARY INTERIOR PERIMETER CORNER TRIBUTARY INTERIOR EXTERIOR AREA (1) I::::: ::::::I (2) /////114 (3) V� AREA (4) r//////j (5) -58.3 -101A -150.0 A<=20 -G2.2 -7G.7 A<=20 +3G.7 +3G.7 +3G.7 +57.3 +57.3 -5G.7 -93.3 -140.2 -59.G -71.6 ``�titttr►tt���� 20<A<=50 20<A<=50 �".0 S, BO +33.5 +33.5 +33.5 +54.7 +54.7 ``�� `�,0,.�......,..Fi� -54.5 -82.G -127.4 -5G.2 -64.8 50<A<= 100 +29.2 +29.2 +29.2 50<A<=100 +51.3 +51.3 4�4 -52.9 -74.5 - 117.6 -53.7 -59.6 z * OF w = 100<A ► 00<A S�P�� O`: • 2 .. +25.9 +25.9 +25.9 +48.8 +48.8 J (� NOTE: TO OBTAIN NOMINAL WIND PRESSURES MULTIPLY VALUES SHOWN ON TABLE BY A FACTOR OF 0.G g 24� '�i,7�0/ FSSIV4 FED tt 4 y - MUNICIPAL AIRPORT SEBASTIAN, FLORIDA Mm INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LINEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813) 889-3982 ARCHITECT BUSINESS NUMBER AA26002484 Designer: Checked by..... Technician: Baker Proj. No.: 139975 Engineer of Record BOP EN ENGINEERING CORPORATION TELEPHONE= 407-423-7585 1528 VASSAR STREET' ORLANDO, FL 32804 U ERW26 rct✓crro 0 J. BOWEN P.E. # 38153 r77 Notes: No. REVISIONS Description Date By ,Project Name:., CONSTRUCT HANGARS Drawing Name: STRUCTURAL NOTES FDOT Project No.. FAA A.I.P. Project No.. 425750-1-94-01 - 1 Date: Issue: FEBRUARY 09, 2016. BIDDING Scale: Drawing Number. N.T.S. SA.Q KC -25 PLACE CONCRETE PER AGI 304. USE INTERNAL MECHANICAL VIBRATION FOR REINFORCED CONCRETE ALL CONCRETE. LIMIT MAXIMUM FREE FALL DROP OF CONCRETE TO G-0" FOR #57 AGGREGATE AND 8'-0" FOR #8 AGGREGATE. ALL PRECAUTIONS RC- I ALL CONCRETE DESIGN PLACEMENT SHALL BE IN STRICT ACCORDANCE WITH SHOULD BE TAKEN TO AVOID SEGREGATION OF CONCRETE DURING THE ACI "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE," ACI PLACEMENT. 318 LATEST EDITION. KC -2 STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 5PECIFICATION5. ALL RC -2G PLACEMENT OF CONDUIT AND PIPES IN CONCRETE SHALL CONFORM TO ACI CONCRETE TYPE I PORTLAND CEMENT. (ASTM C 150) FLOOR DECK AND 318, SECTION G.3. 4000 psi. AT COLUMNS BEAMS AND FOUNDATIONS RC -27 5LA55 AND GRADE BEAMS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE. SLUMP: ALL REINFORCEMENT SHALL BE CONTINUOUS THROUGH ALL CONSTRUCTION FOOTINGS 4" +/- 1" JOINTS. COLUMNS 4" +/- 1" SLABS 4" +/- 1" U.O.N. KC -28 PROVIDE (2) #5 BARS WITH 2'-0" PROJECTION ON ALL 51DE5 OF ALL TIE BMS *- TIE COL'S 4" +/- I " OPENINGS OR RE-ENTRANT CORNERS IN CONCRETE WATER: POTABLE CHLORIDE: NONE MASONRY FOR HANGAR SLAB CONCRETE MODULUS OF RUPTURE 650 psi M-1 MASONRY CONSTRUCTION SHALL CONFORM TO ACI "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" (ACI/ASCE 530) AND RC -3 PROVIDE NORMAL WEIGHT AGGREGATES IN COMPLIANCE WITH THE "5PECIFICATION5 FOR MASONRY STRUCTURES" (ACI/ASCE 530,1) EXCEPT AS REQUIREMENTS OF A5TM C33. AMENDED BELOW. KC -4 FLY ASH WHEN USED, SHALL BE LIMITED TO 20% OF THE CEMENTITOU5 M-2 CONTRACTOR SHALL OBTAIN COPY OF MASONRY CODE AND SPECIFICATIONS MATERIAL. FOR REFERENCE AT THE JOB5ITE. RC -5 ALL PUMPED CONCRETE WITH #57 AGGREGATE 15 TO CONTAIN A HIGH RANGE M-3 STRUCTURE HAS BEEN DESIGNED AS A BEARING WALL STRUCTURE. ALL WATER REDUCING AGENT. MINIMUM SIZE OF D15CHARGE TO BE 4" I.D. MASONRY UNITS SHALL BE LAID PRIOR TO CONCRETE PLACEMENT OF RC -G A 2" I.D. D15CHARGE MAY BE USED WITH #8 AGGREGATE. USE PLASTICIZER COLUMNS, BEAMS AND SLABS FOR THE SAME STORY. ADMIXTURE IF NECESSARY TO INCREASE 5WMP5 BEYOND THAT NOTED M-4 USE TYPE "S" MORTAR WITH MINIMUM COMPRE551VE STRENGTH OF I800p5c. ABOVE. IN ACCORDANCE WITH A5TM C270 KC -7 CHAMFER ALL EDGES OF EXPOSED CONCRETE 3/4" UNLE55 NOTED M-5 MA5ONRY UNITS SHALL CONFORM TO ASTM C9Q, GRADE N WITH A MINIMUM OTHERWISE. COMPRE551VE STRENGTH OF 1900psi ON NET SECTION TO PROVIDE NET AREA COMPRESSIVE STRENGTH OF MASONRY (Fm) OF f 500psi., LAID IN RC -8 ALL REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND INSTALLED IN RUNN[NG BOND. ACCORDANCE WITH ACI 318-95 AND ACI DETAILING MANUAL, ACI 315 1988 EDITION. M -G PROVIDE FILLED CELLS (1) #5 VERTICAL @ 4'-0" O.C. MAX. AS SHOWN ON PLANS. IN ADDITION, PROVIDE FILLED CELLS W/ (1) #5 VERTICAL ADJACENT RC -9 REINFORCING STEEL SHALL BE NEW DEFORMED BARS THAT ARE FREE FROM TO ALL OPENINGS, AND AT ANCHORAGE OF CONNECTIONS. RUST, SCALE AND OIL AND CONFORM TO A5TM A615, GRADE GO, WITH MINIMUM YIELD STRENGTH = GO,000. WHERE WELDING REQUIRED A5TM M-7 PROVIDE FULL MORTAR BEDDING AROUND ALL FILLED CELLS WITH VERTICAL A70G, GRADE GO REINFORCING. RC -10 ALL 5LA55 ON GRADE SHALL BE REINFORCED WITH WELDED WIRE FABRIC A5 M-8 REINFORCING FOR FILLED CELLS SHALL CONFORM TO ASTM AG 15, GRADE SHOWN IN THE DRAWING5. 60. PROVIDE THE FOLLOWING LAP SPLICES FOR REINFORCING. RC- I I WELDED WIRE FABRIC SHALL CONFORM TO A5TM A-185. BAR 51ZE: SPLICE SIZE: #4 24" RC -12 LAP CONT. 130TTOM STEEL OVER SUPPORT AND CONT. TOP STEEL AT MID #5 30" SPAN UNLESS OTHERWISE SPECIFIED. MIN. LENGTH OF LAPPED SPLICES #G 3G" SHALL BE AS FOLLOWS UNLE55 NOTED. STAGGER SPLICES 50 THAT NO TWO ADJACENT BARS ARE SPLICED IN THE SAME LOCATION UNLE55 SHOWN M-9 ALL FILLED CELLS AND COLUMNS SHALL BE POURED AT LEAST TWO (2) OTHERWISE. WELDED WIRE FABRIC SHALL BE LAPPED ONE FULL MESH AT THE HOURS PRIOR TO POURING BEAMS AND LINTELS. SIDES AND ONE FULL MESH PLUS 2" AT THE ENDS. MAKE ALL BARS CONTINUOUS AROUND CORNERS OF PROVIDE CORNER BARS OF EQUAL 51ZE M-10 PZrNFORCING WALL WITH LADDER TYPE REINFORCEMENT ("BUR 0 -WALL" OR AND SPACING, EQUAL) IN BED JOINTS AT i G" O.C. MEASURED VERTICALLY, LAP SPLICE ALL HORIZONTAL WALL REINFORCING G% PROVIDE PREFABRICATED "TEE" OR BAR SIZE: SPLICE 51ZE: CORNER SECTIONS AT ALL INTERSECTING WALLS. #3 1 G" #4 22" M-1 I REFER TO TYPICAL WALL 5ECTION5 FOR MAXIMUM CONSTRUCTION HEIGHT #5 27" OF MA50NRY WALLS. PROVIDE CLEAN-OUT HOLES AT BASE OF FILLED CELLS #G 35" WHEN THE CONCRETE POUR EXCEEDS 5 FEET IN HEIGHT, RC -13 TERMINATE ALL DI5CONTINUOU5 TOP BARS WITH STANDARD 90 DEGREE M-12 CONCRETE FOR FILLED CELLS SHALL BE VIBRATED DURING PLACEMENT USING HOOK (PLACED VERTICALLY) UNLE55 NOTED OTHERWISE. A "PENCIL" TYPE VIBRATOR. M-13 THE TYPICAL LINTELS OVER OPENINGS IN THE WALL SHALL HAVE (2) #5 BARS FOR 2 COURSE5 ABOVE OPENING FILLED KC -14 PROVIDE THE FOLLOWING CONCRETE COVERAGE'S OVER REINFORCING, SOLID UNLE55 NOTED OTHERWI5E PROVIDE THE FOLLOWING LINTEL5 OVER B.O. FOOTINGS t UNFORMED EDGES- 3" CLR. ALL MASONRY WALL OPENINGS. -PROVIDE MINIMUM END BEARING OF 8". CUT OUT BOTTOM OF BEAMS *COLUMN5 (TIES)- 1 1/21 CLR. LINTEL AT END TO ALLOW CONTINUATION OF fILL.ED CELL SLABS (TOP t BOT. -STEEL) REINFORCING. INTERIOR- 3/4" CLR. EXTERIOR- 1 112" CLR. M-14 PROVIDE (1) #5 CONTINUOUS HORIZONTAL IN KNOCK -OUT BLOCK BELOW ALL CONC. WALLS- A5 NOTED (1 1/2" CLR, MIN.) WINDOW SILLS, UNLESS NOTED OTHERWISE. RC -15 SHOP DRAWINGS FOR PLACEMENT SHALL BE SUBMITTED FOR REVIEW PRIOR M-15 PROVIDE VERTICAL REINFORCEMENT IN 3000p5i GROUT FILLED CMU CELL TO REBAR FABRICATION. FROM FOOTING TO BEAM AT TOP OF WALL A5 SHOWN IN PLANS AND: RC- I G SLEEVE ALL PENETRATIONS THROUGH BEAMS AND 5LA55 INDIVIDUALLY CORE (2) #5 HORIZONTAL BAR AT 8'-0" O.C. DRILLING WILL NOT BE PERMITTED. SUBMIT LOCATION AND SIZE OF SLEEVES HORIZONTAL JOINT REINFORCEMENT I G"O.C. THROUGH BEAMS TO ENGINEER FOR REVIEW PRIOR TO CASTING CONCRETE. M- I G CMU CELLS INDICATED IN PLAN OR NOTES AS FILLED CELLS SHALL BE GROUTED 5OUD WITH 3000 psi CONCRETE GROUT WTO 10" SLUMP), RC -17 NO REINFORCING BARS SHALL BE CUT TO ACCOMMODATE THE INSTALLATION OF ANCHORS, EMBEDS OR OTHER ITEMS. M-17 SUBMIT MBAR PLACING SHOP DRAWINGS FOR REVIEW, AL50 INCLUDE LOCATION OF MASONRY CONTROL JOINTS. 1 3 I M-18 REINFORCING STEEL SHALL BE NEW DEFORMED BARS THAT ARE FREE FROM RUST, SCALE AND OIL AND CONFORM TO A5TM AG 15, GRADE GO, WITH MINIMUM YIELD STRENGTH = GO,000. WHERE WELDING REQUIRED A5TM A70G, GRADE GO M_ 1 g A MINIMUM OF (3) FILLED CELLS SHALL BE LOCATED AT CONCENTRATED LOADS ON TYPICAL WALLS. M-20 PROVIDE (3) FILLED CELLS AT ALL CORNERS ANIS ENDS OF WALLS. M-21 LAP ALL BOND BEAMS WHERE STEPPED 4'-0" M-22 ALL DOWELS FROM THE FOUNDATION SHALL MATCH 51ZE � LOCATION OF THE VERTICAL REINFORCING IN MASONRY, UNLESS NOTED DIFFERENTLY. EXTEND DOWEL A MIN. OF 48 BAR DIAMETERS FROM THE FOUNDATION. M-23 EXPANSION BOLTS SHALL BE "HILTI KWIK BOLT 11' OR APPROVED EQUAL. MINIMUM EMBED SHALL BE 5" FOR 2" DIA., 3�' FOR J' DIA. AND 2"' FOR g" DIA. M-24 CHEMICAL ANCHORS SHALL BE "HILTI C-100" OR APPROVED EQUAL. MINIMUM EMBEDMENT SHALL BE Gg' FOR a" DIA., 4L" FOR � DIA., 3� FORS" DIA. M-25 THREADED ANCHORS SHALL BE A5TM A3G OR A307 QUALITY. ALL CMU CELLS TO RECEIVE ANCHORS SHALL BE GROUTED 50ILD, NOTIFY ENGINEER PRIOR TO 5UB51TUTION OF ANY BOLTS INDICATED IN THE DRAWINGS. PRE-ENGINEERED METAL BUILDING: M15-1 DESIGN CRITERIA AS PER THE LATEST EDITION OF FLORIDA BUILDING CODE 2014. WIND VELOCITY OF I GO MPH (3 SEC GUST ULTIMATE) FOR HANGAR BUILDING M5-2 THE METAL BUILDING MANUFACTURER SHALL PROVIDE REACTIONS SIGNED AND SEALED BY A PROFE5510NAL ENGINEER REGISTERED IN THE STATE OF FLORIDA TO THE ENGINEER OF RECORD TO VERIFY THAT ALL FOOTINGS ARE ADEQUATE TO SUPPORT THE BUILDING SELECTED USING THE DESIGN LOADS. IF THE FOOTINGS ARE NOT ADEQUATE, THE ENGINEER OF RECORD SHALL REV15E THE FOOTINGS AS REQUIRED. M5-3 THE METAL BUILDING MANUFACTURER SHALL FURNISH DRAWINGS AND CALCULATIONS CERTIFIED BY A FLORIDA REGISTERED M13-4 DESIGN THE ROOF FOR ADDITIONAL DEAD LOAD AS FOLLOWS: COLLATERAL HANGAR: MECHANICAL ALLOWANCE: 4.0 P5F SPRINKLER LOA05: 2.0 PSF COLLATERAL OFFICE: MECHANICAL ALLOWANCE: 4.0 PSF 5PRINKLER LOAD5: 2.0 P5F MISCELLANEOUS: 8.5 P5P MB -5 SERVICEABILITY LIMITATIONS (50 YR. RETURN): BUILDING DRIFT: H/400 ROOF BEAMS: U240 (OF TOTAL LOAD) MB -G BUILDING TO STAND ON ITS OWN, DO NOT RELY ON CMU WALL FIELD VERIFY CONDITIONS FV- I CONTRACTOR SHALL VERIFY CONDITIONS AND DIMEN51ON5 RELATIVE TO THE SAME. WHERE THERE ARE CONFLICTS BETWEEN ACTUAL FIELD CONDITIONS AND DATA PRESENTED IN THE DRAWINGS, SUCH CONDITIONS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION AND THE NECESSARY ADJUSTMENTS SHALL BE MADE PER THEIR INSTRUCTIONS. FV -2 GENERAL CONTRACTOR SHALL REVIEW AND APPROVE SHOP DRAWINGS BEFORE SUBMITTING THEM TO THE ENGINEER, OTHERWISE THEY WILL BE REJECTED. FV -3 IF THERE ARE ANY DISCREPANCIES THE STRICTER SHALL GOVERN. D-7 COMPONENTS AND CLADDING ULTIMATE WIND PRESSURES 5 STRUCTURAL STEEL 5-1 FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE A15C "MANUAL OF STRUCTURAL CONSTRUCTION" THIRTEENTH EDITION AND THE A15C "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS," 2005 EDITION. 5-2 STEEL DESIGNATIONS: WIDE FLANGES .....................A5TM A332 Fy=50k.5.i ALL OTHER HOT -ROLLED SHAPES AND PLATES ......... A5TM A3G Fy=3Gk.5.: PIPE COLUMNS....................A5TM A53, GRADE B fy=35k.5.i STRUCTURAL TU13ING........ A5TM A500, GRADE B Fy=4Gk.5.i 5-3 ALL HIGH-STRENGTH BOLTS SHALL MEET THE REQUIREMENTS OF THE 'SPECIFICATION FOR STRUCTURAL JOINTS U51NG ASTM A325 OR A490 BOLTS." 5-4 UNLE55 NOTED OTHERWISE, ALL BOLTS SHALL BE 3/4" DIAMETER A-325 AND SHALL BE BEARING TYPE CONNECTIONS. IF A CERTAIN 51TUATION 15 NOT DETAILED USE A SIMIALAR DETAIL CONNECTIONS SHALL GENERALLY FOLLOW THE TYPES SHOWN IN A15C MANUAL OF STEEL CONSTRUCTION. 5-5 ALL BOLTS CAST IN CONCRETE SHALL CONFORM TO A5TM A -3G OR A-307. 5-G ALL SHOP AND FIELD WELDING SHALL BE DONE BY CURRENTLY CERTIFIED WELDERS IN ACCORDANCE WITH AW5 DLI "STRUCTURAL WELDING CODE," LATEST EDITION. 5-7 ALL WELDS ARE TO CONFORM TO AI5C STANDARDS AND LOAD TABLES. USE E70X0( ELECTRODES FOR ALL WELDING UNLESS NOTED OTHERWISE GRIND SMOOTH ALL EXPOSED WELDS. 5-8 SUBMIT STRUCTURAL STEEL SHOP DRAWINGS FOR REVIEW PROP, TO FABRICATION. CLEARLY SHOW ALL PIECE MARKS, CONNECTIONS AND ERECTION DRAWINGS, ANY SPLICES NOT SHOWN ON CONTRACT DRAWINGS ARE TO BE CLEARLY NOTED FOR APPROVAL. 5-9 DO NOT WELD TO EMBEDS UNTIL CONCRETE HAS CURED AT LEAST 72 HOURS. USE APPROPRIATE WELDING PROCE55E5 TO LIMIT HEAT BUILDUP IN EMBED TO AVOID PLATE EXFAN51ON AND CRACKING OF CONCRETE. 5-10 WELDED CONNECTIONS SHALL DEVELOP THE FULL SHEAR AND/OR MOMENT CAPACITY OF THE MEMBERS CONNECTED. AS PER A15C 5-11 ALL BOLTED STEEL CONNECTIONS ARE TO BE STANDARD A15C BOLTED CONNECTIONS AS PER THE AISC MANUAL AND SHALL BE CAPABLE OF SUPPORTING MAXIMUM ALLOWABLE UNIFORM BEAM LOADS, AS DETERMINED FROM THE TABLES OF UNIFROM LOAD CON5TANT5 OF THE A15C MANUAL, ALL BOLTS SHALL BE STRENGTH A5TM A325. DEFINITIONS OF ABBREVIATIONS A.B. ANCHOR BOLT FF FINISHED FLOOR ABV. ABOVE FEE. FINISHED FLOOR ELEVATION ACI AMERICAN CONCRETE INSTITUTE FG FINISHED GRADE ARCH. ARCHED OR ARCHITECT PM MA50NRY COMPRESSIVE STRENGTH A5TM AMERICAN SOCIETY OF TESTING END. FOUNDATION AND MATERIALS FRM FRAMING BLW. BELOW FTG. FOOTING BM BEAM GA GAUGE 15.0. BOTTOM OF G.C. GENERAL CONTRACTOR BOT. BOTTOM H.C.A. HEADED CONCRETE ANCHOR BRG. BEARING HORIZ. HORIZONTAL C.J. CONTROL JOINT H.5, HEADED STUD CLR. CLEAR IN INCH(E5) CMU CONCRETE MASONRY UNIT INT. INTERIOR COL. COLUMN J.B. J015T BEARING CONC. CONCRETE J.G. J015T GIRDER CONN. CONNECTION JST. J015T CONT. CONTINUOUS JT. JOINT CVR. COVER L ANGLE DIA. DIAMETER MAX. MAXIMUM DTL, DETAIL M/C MOISTURE CONTENT DWG. DRAWING M.C.J. MASONRY CONTROL JOINT EA. EACH MFR. MANUFACTURER E.J. EXPANSION JOINT MIN. MINIMUM EL. ELEVATION MISC. MISCELLANEOUS EMBED EMBEDMENT MPH MILES PER HOUR EXP. EXPOSURE OR EXPAN51ON MTL METAL NO. NUMBER N5.*F5. NEAR 51DE AND FAR SIDE N.T.5. NOT TO SCALE 3 2 O.C. ON CENTER n OHGD OVERHEAD GARAGE DOOR ,✓ OPG. OPENING 055 ORIENTED STRAND BOARD P.D.F. POWER DRIVEN FASTENERS !......r P.E.M.T. PRE-ENGINEERED METAL TRU55ES / P. E.W.T. PRE-ENGINEERED WOOD TRU55E5 PL PLATE �........ j PSF POUNDS PER SQUARE FOOT Psi POUNDS PER SQUARE INCH ..::;..,...: j P.T. PRESSURE TREATED �::::•:::::; QTY. QUANTITY REINF. REINFORCEMENT REQ'D REQUIRED ::::.:.::::: RMD ROOF METAL DECK �5PF SPRUCE PINE FIR STL, STEEL 5TRUCT. STRUCTURAL 5U155T. SUBSTITUTE 5YP SOUTHERN YELLOW PINE T.B. TOP AND BOTTOM T.O. TOP OF TOF TOP OF FOOTING 3 TOS TOB �EEB STL 3 2 TyP. TYPICAL cJ 4 J VERT. VERTICAL OTHERWISE NOTED W/ WITH W/C WATER CEMENT WWF WELDED WIRE FABRIC ROOF PRESSURES ULTIMATE PRESSURES IN PSF. WALL PRESSURES ULTIMATE PRESSURES IN P5F. TRIBUTARY INTERIOR PERIMETER CORNER TRIBUTARY INTERIOR EXTERIOR AREA (1) I::::: ::::::I (2) /////114 (3) V� AREA (4) r//////j (5) -58.3 -101A -150.0 A<=20 -G2.2 -7G.7 A<=20 +3G.7 +3G.7 +3G.7 +57.3 +57.3 -5G.7 -93.3 -140.2 -59.G -71.6 ``�titttr►tt���� 20<A<=50 20<A<=50 �".0 S, BO +33.5 +33.5 +33.5 +54.7 +54.7 ``�� `�,0,.�......,..Fi� -54.5 -82.G -127.4 -5G.2 -64.8 50<A<= 100 +29.2 +29.2 +29.2 50<A<=100 +51.3 +51.3 4�4 -52.9 -74.5 - 117.6 -53.7 -59.6 z * OF w = 100<A ► 00<A S�P�� O`: • 2 .. +25.9 +25.9 +25.9 +48.8 +48.8 J (� NOTE: TO OBTAIN NOMINAL WIND PRESSURES MULTIPLY VALUES SHOWN ON TABLE BY A FACTOR OF 0.G g 24� '�i,7�0/ FSSIV4 FED tt 4 y - MUNICIPAL AIRPORT SEBASTIAN, FLORIDA Mm INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LINEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813) 889-3982 ARCHITECT BUSINESS NUMBER AA26002484 Designer: Checked by..... Technician: Baker Proj. No.: 139975 Engineer of Record BOP EN ENGINEERING CORPORATION TELEPHONE= 407-423-7585 1528 VASSAR STREET' ORLANDO, FL 32804 U ERW26 rct✓crro 0 J. BOWEN P.E. # 38153 r77 Notes: No. REVISIONS Description Date By ,Project Name:., CONSTRUCT HANGARS Drawing Name: STRUCTURAL NOTES FDOT Project No.. FAA A.I.P. Project No.. 425750-1-94-01 - 1 Date: Issue: FEBRUARY 09, 2016. BIDDING Scale: Drawing Number. N.T.S. SA.Q C 44 a 31 U Q1 FOUNDATION + CMU WALL. NOTES I . COORDINATE ALL DIMEN51ON5 WITH ARCHITECTURAL AND ALL OTHER D15CIPLINE SIZE DRAWINGS. 2. REFERENCED FINISHED FLOOR ELEVATION 0-0- 3. 1' DEEP 5AW CUT5 TO BE MADE WITHIN 24 HOUR5 OF POUR. WWF 5HALL BE "A" 153.0 CONTINUOUS AT ALL CONTROL JOINT5. (TW. C.J. U.O.N.) 4. DENOTE5 (1) /IG REBAR VERT. CENTERED IN 8' CMU WALL CELL FILLED W1 153.0 3000p5i CONC. CONTINUOUS FROM STD. HOOK IN FTG TO STD HOOK IN THICKENED SLAB/FOOTING BEAM AT T.O. WALL. (TW. A5 5HOWN IN PLAN AND AT 4-0' O.C. MAX.) 5. + DENOTES MASONRY CONTROL JOINT, -M.C.J.- 5EE DETAIL -E" 152.1 3 FOOTING SCHEDULE FOUNDATION DE51GN BASED ON 2500 psf. ALLOWABLE 501L BEARING PRE55URE MARK SIZE REINFORCEMENT DETAIL F1 8'-0" 5QUARE x 2'-0" H. CONCRETE PAD 10405 E.W. TOP +I: BOTTOM "A" 153.0 F2 5'-G• W. x 2'-0" H. CONT. G -#G'5 CONT. TOP 4. BOT. AND 153.0 THICKENED SLAB/FOOTING #G'5 @ 12" O.C. MAX. BOTTOM F3 3'-O" W. x 2'-O" H. CONT. G -#G's CONT. BOTTOM AND "C" / 53.0 THICKENED 5LA5/FOOTING #G'5 @ 12" O.C. MAX. BOTTOM F4 2'-G" x P-4" H. CONTINUOUS 4-#5'5 CONT. BOTTOM AND IT"/ 53.0 THICKENED 5LA5/FOOTING #5'5 @ I G" O.C. MAX. BOTTOM 4 NOTES: • COORDINATE ALL DIMENSIONS, CONCRETE SLAB 5LOPE5 * ELEVATIONS WITH ARCHITECTURAL DRAWING5 • PRE-ENGINEERED METAL BUILDING MANUFACTURER TO NOTIFY AND COORDINATE WITH ARCHITECT/ENGINEER Of RECORD PRIOR TO ANY CHANGE OR RELOCATION OF SHOWN BUILDING FRAMING • FOLLOW 5011-5 REPORT BY K5M ENGINEERING AND TESTING, INC. No. 140580-8 FOR 51TE PREPARATION 4 FOUNDATION RECOMMENDATION5 • HANGAR AIRPLANE DOOR TO CL05E WHEN WIND SPEED REACHES 55 MPH. • REFER TO ARCHITECTURAL PLANS FOR HANGAR AIRPLANE DOOR SILL SLOPE • FLOOR DE51GN FOR TWIN OTTER AIRCRAFT (6,000 Ib5 MAX.) 0 FOUNDATION SCALE: 1!8" = 1'-0" 3 4 III � r. =ILL2 �''� '1kSQF W S1P1 �FLO I A� •••••••N••• ,� � 9 2016 ���'.° �EssioN �; • FEB��� rp MUNICIPAL AIRPORT SEBASTIAN, FLORIDA INTERNATIONAL MICHAEL BAKER INTERNATIONAL, INC. 5020 WEST LINEBAUGH AVE. SUITE 240 TAMPA, FLORIDA 33624 (813) 889-3982 ARCHITECT BUSINESS NUMBER AA26002484 Designer: Checked by. Technician: Baker Pro} No.: a 139975 Engineer of Record B�WEN ENGINEERING CORP(DRA Ti0N TELEPHONE- 407-423-7585 1528 VASSAl4 ST Ree T' ORLANDO, FL- 32804 EB5025 FEDERICO J. BOWEN P.E. # 38153 Notes: REVISIONS No. Description Date By Project Name: CONSTRUCT HANGARS Drawing Name: FOUNDATION PLAN FDOT Project No.: FAA A.I.P. Project No.: 425750-1-94-01 Date: Issue: FEBRUARY 09, 2016 BIDDING Scale: Drawing Number: S1.0