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Home My WebLink About1200 Red Cleveland Blvd - BC14-001925 (SANFORD AIRPORT AUTHORITY) (PASSENGER BOARDING BRIDGE) (A)�r^Vf�y y � �rtE lr : � �, , ) 9Pr Irl1;iNe^ ^ Ir r'rozd -,, , I ':.- ,. �,.. , .... -._ _.. :: .- ., ' .. �: �• :.:. �� : �� ..�. '. , n ,,.. ';:. ,:, ,i:. a ,- �l:: '. .. ,. ,'�',Y... ' •� ��1� . t r r � i I lPACKA i 1 r , Utz FAA PFC NUMBER: TBI PREPARED FOR: N""� X; �, ullluli XNB�uuwu k tl I�I""'p III ff II 4�� IIM1, y rd uV 6 yr ''�I�;f .�.t,F I rr rartytiJ ,f. . f IIIIIIIIIIt,t1 II�,: °I�IQI�IUVli��w y 1 u,"; er,, ;d r � •�. � ■r �•�__ � _ •fir _ PREPARED EY P S G R G G P 482 South Keller Road Tel (407) 647-7275 2101 First Avenue North Orlando, FL 32810 Fax (407) 806-4500 Birmingham, AL 35203 VICINITY 1 MAP www.atkinsglobal.com/northamerica Tel: ( 205) 251-0125 Fax: (20, 458-1513 AUGUST 2014 r �6dX "at „✓ ,(I trlf' i. 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LOCATION MAP i� CL m SHEETINDEX '.'.•,'I',..1,I!I<!'Ui,„;p':r1p41„I"hd'1;aV,1I11rI�,111,l1'^I'I':I,l+p1dir.,';111fp1vl1,,r;�.1.,l11l1lI:I.I;,',1�V,11,„k^'"::�.Ia,l�4,:.'1.11llIX1.t.`IIj.:,1,.rI,rll,M1''1,S1'11,,11,r11i',,f:r'1V1:u1�11d1,„1,.':IVl,,:;IiIl':,rh:1ahtl:ri:I',dlitl:II:I.,:�.6,u�!1xr':a:P,,„IiJI�,;J'�,,1�!!11',.:l�l”;1,1I.,'1.11111:'.,1„d�l�11y1InY1�',.rrp1ha11,11I.1,1ll1,.11 11IlI1l:,JIidyyN_1I11�1,h'411ld'IItl1I1.111—11I .1�I1 r ,�t�t, l�YuI ut,� ,1,i1�WI±II,IuJ11I�I:,R1}1:'�r°P1I1_'a.,u.sr1 .61. .JS 1S�,11S�pI.w:y�,I'1111 �4,lrcW.a111",. 1� IP1f4dJ11�t,,uI11.•{Y111i I ':11tp�1�„,.�.I.1�-0I1 -' 'y:,,Y1i1i#Y+1 i�'II.11.i��:H,Hu:'IIa�dk+'Y1r1 i,�I Itps'Ja11I~..14I,1d,4Y��11t^,'.1111'.,1�11L,-.i.I .1:'he,:,r,q,.1I,� �y11lvV ^..�iYVY.F1..1.�"�I:"�WIy1,�n,Ipt.,�%,y1.1..„,:1l,.1�,,�lEIE:I �,1:lh,IY,1.III^,7:r1:'dr:�11;;..P�{1:.I:Ii9L;:+.:,;_11^pIIR�,"�:�.{�r1r�4.',I11 �1a,r:'i.I1Y'.':1..;�:„.11h1..I„:I:,'1I:,,.a�'h:I::.p�.1}.�lV,l:o,i,V:11I..a h11r1� Y'1k.�I,:��,si,a.1:y.,I�ur::.l:,.$,rT�1�",1,;�,dMErEa.l':1. 111:1:,1I-r.1v1I 1 I45,51l lf�!.�11. �I� r11r,5l1111lYt1d.u1i11111r .,..6,41,An.�.111.T1�.TT,rP11411 p�1 111tn`I�tIu.., 1ast 1+411,j�JI.¢rrn1xIn111V�l I u1I1,111'�4�f,h111�I,I11�1iVd�1YIr,1 . G-001 SHEET INDEX AND SUMMARY OF QUANTITIES G-002 GENERAL NOTES G-003 SAFETY M',A� ll.J f ;:. au : I'I 1: �,IYd1,+�nS .;, 4 v y �j.q11II �i. a.� "Pra4 4i Y';r ._�r tp,1 I'l �,11I1II r�Ai :'i,.l;1.Y�" �q ra4I� I1 f1M.:u Kn1I1l� {rV'6I,1im1,1 ,'��1 11 Y. a�nI M.„':.i,1:IV.,�U,, R:'^1Jt', u�eaIi4k�0�t, P�B ,111 hV1.'Id:1,4.„. IIiI .1YYtl .0 Ct^sI4i`1�. i11'rI'1:. I,�n11P �v9,04 tt,YY r4yr,ll�o�Y, eYe., •7,CI� rw,u.�1yN S!,i•:114V1 fM1k ,1,,,^.d�:y'YYi,1.I,1u,+�,I•.,4:t,n,".1,1r1d1 Qry1I1}1 +,,. tI.I�,1 a.,, �1IVn�. �.i� P.1Ng11, h.r , l I EEffie N,UP;BeRd :Iul11�,�1r1:.Ik�,, I11,�1'„rh1y 1II .I, .,- �11:V:rd,. ,k1:.r, 1 t nia5 ,Iv1,1,h^,';�^1:. �V1,,�1 d�,1., ¢+ t l4 :n r� •.+„', E,EE nl fa.:u^:6'1.•"r,I.I.1:ifP41'.;I,{�n:d:;d.:1,dI, lyII� �.'>t ,:111hI,I �,. .`. ��w,Il�IS,la, .lI.. r'1,rI�E,atir".� ,4u1 �.>.7R:,Y.i• �:„.,...,.:.,.v f iI11.1 r1lyrII1rrrII1 aiII.y, wI1w .,, r415t,h4mk119'r¢, ¢i,:.:Pk•;� �1r''dn +I� 1I� +.1 4;.�+',u.��t;4"+,,:. COVER :T .4OP.FuuInIL.11P:61IIII 1:. 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NI4 R:,b MISII :T .4OP.FuuInIL.11P:61IIII 1:. VIIw 11"IS 71A...I I,Y 1uI 1 .1IL. .II: 1dIIIV>Iktl , REVISIONS CEENT PROJECT SHEET TITLE ENGINEER OF RECORD: JOB NO.: '100_0 — 32 3 56 DATE DESCRIPTION DRAWN: ATKINSPASSENGER BOARDING BRIDGE REPLACEMENT DESIGN: AEB CHECKED: CSSBID PACKAGE 2 SHEET INDEX AND Andrew Bolin, DATE: AUG 2014 OJIrand rdod ATKINS 4„1®ORLANDO SANFORD INTERNATIONAL AIRPORT SUMMARY OF QUANTITIES 482 South Keller Road Tl. (407) 047-7275 FLPE No 73J Date: ANFORDFLORIDAG-001 Orlando, FL 328'10 Fax (407) 806-4500 Kurii3 NorthArnarica, Inc. WWW.ccinSgilo:al.corri/northar-noricet 4030 li Boy Scout Boulevard, Suite 700 Tampa, FL 33607 U15PFCertificate of Authorization No. 24 - (11 0 CL 0 Lp C,1 0 rn Q> Q CL Q I C) C: I N Q Q V) I IT) ir) E GENERAL NOTES 1. THE CONTRACTOR SHALL CONDUCT HIS/HER ACTIVITIES IN A SAFE AND SECURE MANNER As SPECIFIED IN SECTION 4 "SAFETY AND SECURITY REQUIREMENTS" OF -THE SPECIAL PROVISIONS IN THE SPECIFICATIONS AND AS DESCRIBED HEREIN. 2. ALL CONTRACTOR VEHICLES AND TRAFFIC SHALL REMAIN WITHIN THE DESIGNATED -STAGING AREA, CONSTRUCTION LIMIT':-) OR HAUL ROUTES. 3. ALL DRAINAGE STRUCTURES AND PIPES WITHIN THE CONSTRUCTION LIMITS ARE TO REMAIN UNLESS OTHERWISE NOTED. 4. THE CONTRACTOR IS ADVISED THAT ALL EMPLOYEES WORKING INSIDE THE SECURE FENCE MUST CONFORM WITH ALL AIRPORT SECURITY REQUIREMENTS AS OUTLINED IN SECTION 4 "SAFETY AND SECURITY REQUIREMENTS" OF THE SPECIAL PROVISIONS. 5. AIRPORT OPERATIONS STAFF SHALL HAVE THE AUTHORITY To SUSPEND CONSTRUCTION OPERATIONS AT ANY TIME; DUE -TO WEATHER, UNSAFE WORKING CONDITIONS OR WHEN DEEMED TO BE IN THE BEST INTEREST OF THE AIRPORT. C. THE AIRPORT WILL BE IN OPERATION DURING THE CONSTRUCTION OF THIS PROJECT. COORDINATION OF WORK WITH AIRPORT AUTHORITY IS MANDATORY SO AS TO MINIMIZE IMPACTS ON AIRPORT OPERATIONS, OPERATION OF THE AIRPORT IS OF THE HIGHEST IMPORTANCE. WHEN "THERE IS CONFLICT BETWEEN OPERATION OF THE AIRPORT AND CONSTRUCTION, OPERATION OF THE AIRPORT WILL HAVE PRIORITY. 7. EXISTING GRADES SHOWN ON THE DRAWINGS ARE BELIEVED TO BE ACCURATE, BUT -THE AIRPORT AUTHORITY ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF -THESE GRADES., IF "THE CONTRACTOR DOES NOT CONCUR WITH THE ELEVATIONS GIVEN ON THE DRAWINGS, HE SHALL NOTIFY THE ENGINEER IN WRITING PRIOR TO INITIATING ANY CONSTRUCTION ACTIVITIES. START OF WORK BY THE CONTRACTOR WITHOUT SUCH NOTIFICATION WILL BE INTERPRETED As AN AGREEMENT BY THE CONTRACTOR WITH THE ACCURACY OF THE GRADES SHOWN ON THE PLANS. 8. INTERRUPTION TO EXISTING-' AIRFIELD LIGHTING SYSTEMS NOT INCLUDED IN THIS PROJECT SHALL NOT BE PERMITTED. ALL AIRFIELD LIGHTING CIRCUITS AFFECTED BY -THIS PROJECT AND LOCATED OUTSIDE THE CONSTRUCTION LIMITS SHALL BE MAINTAINED DURING OPERATIONAL PERIODS BY THE CONTRACTOR. J. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER'S REPRESENTATIVE AND FAMILIARIZE HIS PERSONNEL WITH RUNWAY, TAXIWAY, AIRCRAFT AND OVERHEAD CLEARANCES NEEDED TO PROVIDE FOR 'THE SAFE OPERATION OF THE AIRFIELD AS SHOWN ON THE PHASING AND SAFETY PLANS. MAINTENANCE OF TRAFFIC AND SAFETY 1. THE CONTRACTOR IS ADVISED THAT ALL AIRPORT ROADWAYS WILL BE ACTIVE DURING -THIS CONTRACT. THE CONTRACTOR WILL BE EXPECTED -TO CONDUCT THE WORK SUCH THAT THE SAFETY OF OPERATIONS IS NOT REDUCED AND -THAT VEHICULAR FLOW IS MAINTAINED AT ALL TIMES, EXCEPT AS SPECIFICALLY PROVIDED FOR IN THE CONTRACT DOCUMENTS OR ALLOWED BY THE OWNER IN WRITING. THE CONTRACTOR IS ADVISED, AND SHALL ACCEPT AS AN IMPORTANT CONSIDERATION OF THE WORK, THAT THE MAINTENANCE OF SAFE AND EFFICIENT ACCESS TO THE AIRPORT VIA THE ROADWAY SYSTEM IS AN INTEGRAL PART OF THE WORK. IN CASES NOT - SPECIFICALLY COVERED ELSEWHERE IN THE CONTRACT DOCUMENTS, ALL TRAFFIC MAINTENANCE SHALL BE ACCOMPLISHED IN CONFORMANCE TO THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 2. THE CONTRACTOR SHALL INSTALL AND MAIN -FAIN FOR THE DURATION OF THE PROJECT ALL "TRUCKS ENTERING HIGHWAY" SIGNS. THE SIGNS MUST BE IN ACCORDANCE WITH STATE OF FLORIDA CONSTRUCTION AND MATERIAL SPECIFICATIONS, AND WILL BE PLACED/INSTALLED As DIRECTED BY AIRPORT PERSONNEL. THE COST SHALL BE INCLUDED IN -THE APPROPRIATE CONSTRUCTION ITEMS. DUST AND DEBRIS CONTROL 1. THE CONTRACTOR SHALL PAY PARTICULAR ATTENTION TO THE DUST CONTROL REQUIREMENTS OF THIS CONTRACT. THE OPERATIONS OF THE RUNWAYS, -TAXIWAYS, AND ASSOCIATED NAVAIDS ARE ESPECIALLY SENSITIVE -TO DUST. THE CONTRACTOR SHALL BE PREPARED TO CONTROL 'DUST ON HAUL ROUTES ON A DAILY BASIS. WATERING, OR OTHER APPROVED DUST CONTROL MEASURES SHALL BE AVAILABLE ON A DAILY BASIS TO CONTROL DUST. THE OWNER RESERVES THE RIGHT TO '--')TOP GRADING AND HAULING, OR OTHER WORK IF NECESSARY, TO BRING DUST UNDER CONTROL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL WITHIN THE CONSTRUCTION LIMITS AS WELL AS ALONG ANY ROADWAYS USED BY THE EQUIPMENT AND VEHICLES, 2. THE CONTRACTOR SHALL PROVIDE A FIBER BRISTLE PAVEMENT SWEEPER FOR KEEPING DEBRIS CLEAR AT ALL OPERATIONAL PAVEMENT CROSSING AREAS ON THE HAUL ROUTE As REQUIRED BY AIRSIDE OPERATIONS. 3. ALL UNSUITABLE MATERIAL AND CONSTRUCTION DEBRIS SHALL BE DISPOSED OF OFF OF AIRPORT PROPERTY UNLESS DIRECTED OTHERWISE BY THE ENGINEER OR AIRPORT PERSONNEL. ACCESS CATE REQUIREMENTS 1. THE CONTRACTOR SHALL USE -THE EXISTING GATE ENTRANCE IN THE SECURITY FENCE As SHOWN ON PLANS, AND SHALL ADHERE TO ALL SECURITY REQUIREMENTS OF THE OWNER AS OUTLINED IN SECTION 4C" SAFETY AND SECURITY REQUIREMENTS" OF -THE SPECIAL PROVISIONS. 2. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING A SUITABLE ACCESS ROAD FROM THE PUBLIC ROADS TO THE SITE. UPON COMPLETION OF THE WORK, ANY ACCESS/HAUL ROUTE WILL BE DRESSED, SEEDED AND RESTORED TO THE ENGINEER'S SATISFACTION. NO SEPARATE PAYMENT SHALL BE MADE FOR THIS WORK, IT SHALL BE INCLUDED IN THE PROJECT. STAGING AREAS — GENERAL REQUIREMENTS 1. THE LOCATION AND SIZE OF THE CONTRACTOR'S STAGING AREA IS: SHOWN FOR REFERENCE ONLY. THE ACTUAL SIZE AND EXACT LOCATION WILL BE ESTABLISHED PRIOR TO CONSTRUCTION. THE FOLLOWING REQUIREMENTS WILL APPLY, HOWEVER: A) ALL OF THE CONTRACTOR'S CONSTRUCTION ACTIVITIES WILL BE STAGED FROM THIS AREA. CONTRACTOR EMPLOYEES ARE REQUIRED TO PARK THEIR VEHICLES IN PARKING LOT C (ALSO KNOWN AS VALUE PARKING). THE CONTRACTOR WILL BE RESPONSIBLE FOR "TRANSPORTING EMPLOYEES FROM THE PARKING LOT TO THE STAGING AREAS AND TO AND FROM THE WORK AREA. B) THE STAGING AREA IS, AND WILL REMAIN THROUGHOUT THE CONSTRUCTION, INSIDE THE AOA. IT WILL NOT BE NECESSARY, THEREFORE, TO ERECT AIRPORT SECURITY FENCING AROUND THE AREA. HOWEVER, THE CONTRACTOR MAY, AND IS URGED TO ERECT SECURITY FENCING TO DELINEATE AND PROTECT THE AREA, COST OF ANY FENCING AND OTHER WORK REQUIRED TO PREPARE THE STAGING AREA SHALL BE INCIDENTAL TO MOBILIZATION, C) THE CONTRACTOR MAY DO SOME GRADING AND DRAINAGE WORK TO ADAPT THE AREA TO SPECIFIC NEEDS. THE CONTRACTOR SHALL OBTAIN NECESSARY PERMIT(s) TO DEVELOP AND USE THE SITE FOR STAGING AND OTHER ACTIVITIES AS REQUIRED. UPON COMPLETION OF THE WORK, THE AREA WILL BE DRESSED, SEEDED AND RESTORED TO THE OWNER'S SATISFACTION. D) IT IS NOT ANTICIPATED THAT THE AIRPORT'S OBSTRUCTION HEIGHT REQUIREMENTS, AS DEFINED IN FAA'S PART 77, WILL RESTRICT THE CONTRACTOR'S ACTIVITIES IN THE STAGING AREA. IT IS REQUIRED, HOWEVER, THAT THIS ASSUMPTION BE VERIFIED BY THE CONTRACTOR THROUGH THE OWNER PRIOR TO BEGINNING WORK. E) THE OWNER MAY, AT ITS DISCRETION, DESIGNATE THAT STAGING AREAS FOR OTHER CONTRACTORS BE LOCATED IN THE VICINITY, IF THIS OCCURS, THE CONTRACTOR SHALL COOPERATE, AS NECESSARY, TO ACCOMMODATE OTHERS. F) THE CONTRACTOR WILL BE REQUIRED TO OBSERVE ALL EXISTING TRAFFIC, FLOW DIRECTIONS WHEN ENTERING AND LEAVING THE STAGING AREAS. NO COUNTER FLOW WILL BE ALLOWED AT ANY TIME. G) THE CONTRACTOR SHALL PROVIDE PROFESSIONALLY—MADE SIGNS INDICATING THE NAME OF THE CONTRACTOR AND A MESSAGE DIRECTING ALL MATERIALS AND DELIVERIES TO THE STAGING AREA. 2. MATERIAL AND EQUIPMENT STORAGE SHALL BE LOCATED AS SHOWN O�N THE OVERALL SITE LAYOUT AND ACCESS PLAN. THE CONTRACTOR SHALL ADVISE ALL MATERIAL SUPPLIERS OF THE DELIVERY ROUTES TO BE USED FOR THE DELIVERY OF EQUIPMENT, MATERIALS, OR SUPPLIES, THE CONTRACTOR SHALL ALSO ADVISE THE SUPPLIERS THAT THERE WILL B'E SET DELIVERY HOURS AND THEY WILL NOT BE ACCEPTED AT ANY OTHER TIME. DELIVERY HOURS WILL BE FROM 8:00 AM TO 4:00 PM WEEKDAYS UNLESS PRIOR ARRANGEMENTS WITH AIRPORT PERSONNEL ARE MADE 48 HOURS IN ADVANCE. ANY DELIVERIES NOT MADE DURING THESE HOURS STATED WILL BE TURNED AWAY BY AIRPORT PERSONNEL. A REPRESENTATIVE OF THE CONTRACTOR MUST BE PRESENT FOR DELIVERY OF MATERIALS. MATERIALS AND EQUIPMENT NOT IN USE SHALL BE STORED OR PARKED IN AREAS DESIGNATED BY THE ENGINEER AND OUTSIDE OF THE RIGHT—OF—WAY. THE CONTRACTOR SHALL T AND, PERSONNEL TO THE HALL BE RESPONSIBLE FOR RESTRICTING HIS/HER. EQUIPMENT IMMEDIATE VICINITY OF CONSTRUCTION AND TO AUTHORIZE AREAS AND SHALL TAKE SUCH PRECAUTION.':), AT HIS OWN EXPENSE, AS ARE NECESSARY -TO ASSURE COMPLIANCE WITH -THESE REQUIREMENTS. 3. ALL MATERIALS AND EQUIPMENT, WHEN NOT IN USE, SHALL BE PLACED IN APPROVED AREAS WHERE THEY WILL NOT CONSTITUTE A HAZARD TO AIRPORT OPERATIONS. -FALL BUT RELATIVELY LOW—VISIBILITY (I.E. CRANES, BACK HOES, DRILLS, ETC.) EQUIPMENT SHALL BE STORED IN A LOWERED CONFIGURATION WHEN NOT IN USE. THE APPROVED STORAGE AREA FOR EQUIPMENT AND MATERIALS IS THE CONTRACTOR'S STAGING- AREA. ANY OTHER AREAS TO BE USED FOR STORAGE MUST BE APPROVED BY THE ENGINEER PRIOR TO USE. EQUIPMENT AND/OR STOCKPILED MATERIALS SHALL BE STORED IN A MANNER TO PREVENT MOVEMENT RESULTING FROM WIND CONDITIONS, CONSTRUCTION PHASING REQUIREMENTS 1. THE CONSTRUCTION PHASING AS SHOWN IN THESE CONTRACT DOCUMENTS IS A SIMPLIFIED PHASE DESCRIPTION SHOWING GENERAL RELATIVE TIME FRAMES WITHIN WHICH CONSTRUCTION WORK WILL BE ACCOMPLISHED. THE CONTRACTOR SHALL DEVELOP HIS OWN CONSTRUCTION SCHEDULE IN ACCORDANCE WITH THE REQUIREMENTS OF THE SPECIFICATIONS AND DRAWINGS. THE CONTRACTOR SHALL SUBMIT THIS PLAN FOR REVIEW AND APPROVAL A MINIMUM OF 72 HOURS PRIOR TO THE START OF CONSTRUCTION. 2. THE CONTRACTOR SHALL ALLOW A MINIMUM OF 14 DAYS CURING TIME FOR ALL NEW CONCRETE PAVEMENTS PRIOR TO APPLICATION OF -TRAFFIC PAINT. NO ADDITIONAL CONTRACT TIME SHALL BE GRANTED FOR DELAYS DUE TO THIS REQUIREMENT, HAUL ROUTES 1. APPROXIMATE LOCATION OF HAUL ROUTES ON THE AIRPORT SITE ARE SHOWN ON THE OVERALL SITE LAYOUT PLAN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE OFF—SITE HAUL ROUTES (STATE HIGHWAYS, COUNTY ROADS OR CITY STREETS) WITH THE APPROPRIATE OWNER WHO HAS JURISDICTION OVER THE AFFECTED ROUTE, ON—SITE ROAD'--)' USED AS HAUL ROUTES SHALL BE MAINTAINED BY THE CONTRACTOR AND WILL BE RESTORED AT THE CONTRACTOR'S EXPENSE TO THEIR ORIGINAL CONDITION UPON COMPLETION OF BEING USED AS A HAUL ROUTE, THE BEFORE AND AFTER CONDITION OF ON—SITE HAUL ROUTES SHALL BE JOINTLY INSPECTED AND DETERMINED BY THE CONTRACTOR AND THE ENGINEER. THE AIRPORT SHALL PHOTOGRAPH ALL ON—SITE HAUL ROUTES PRIOR TO COMMENCEMENT OF CONSTRUCTION AS A MEANS TO RECORD THE PRE—CONSTRUCTION CONDITION OF THE HAUL ROUTES. FENCING, DRAINAGE, GRADING AND OTHER MISCELLANEOUS CONSTRUCTION REQUIRED TO CONSTRUCT TEMPORARY HAUL ROUTES OR ACCESS POINTS ON THE AIRPORT WILL BE THE CONTRACTOR'S TOTAL RESPONSIBILITY AND SHALL BE APPROVED BY THE ENGINEER PRIOR TO THE WORK. ALL ON—SITE ACCESS ROADS -TO AIRPORT FACILITIES SHALL REMAIN OPEN AND MAINTAINED AT ALL TIMES, ALL HAUL ROUTES MUST BE KEPT FREE OF ALL MUD AND DEBRIS. CONTRACTOR SHALL SWEEP ROADS WHEN NECESSARY AND WHEN DIRECTED BY THE ENGINEER OR AIRPORT PERSONNEL. UTILITIES 1. NO INTERRUPTION OF UTILITIES ON THIS PROJECT SITE BY THE CONTRACTOR WILL BE ALLOWED, ALL EXCAVATION, PROTECTION, AND OTHER WORK ELEMENTS IN THE AREA OF EXISTING UTILITIES SHALL BE COORDINATED -THROUGH THE ENGINEER. 2. THE LOCATION OF THE UNDERGROUND UTILITIES AND FAA CABLES SHOWN ON THE PLANS HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND FIELD CHECKS AND ARE BELIEVED TO BE CORRECT. No GUARANTEE IS MADE AS 'TO THEIR ACCURACY OR COMPLETENESS. THE CONTRACTOR SHALL LOCATE AND IDENTIFY ALL UNDERGROUND UTILITIES IN THE WORK AREA PRIOR TO CONSTRUCTION. ANY UNDERGROUND UTILITIES LOCATED WHICH DO NOT APPEAR ON -THE PLANS SHALL BE BROUGHT -TO THE ATTENTION OF THE ENGINEER AND AIRPORT PERSONNEL. REPAIR OF DAMAGED CABLE SHOWN ON THE PLANS OR LOCATED BY -THE OWNER MUST BE STARTED IMMEDIATELY AND CONTINUED UNTIL COMPLETED. ALL SUCH REPAIRS SHALL BE IN ACCORDANCE WITH THE 'SPECIFICATIONS, OR AS DIRECTED BY THE OWNER OF THE CABLE, AND SHALL BE AT THE CONTRACTOR'S EXPENSE. IF FAA CABLES ARE DAMAGED, REPAIRS SHALL BE DONE FROM POINT TO POINT IN ACCORDANCE WITH FAA REQUIREMENTS AND IN THE PRESENCE OF AN FAA REPRESENTATIVE. THE OWNER MAY ELECT TO HAVE THE REPAIR PERFORMED BY OTHERS IN WHICH CASE TRE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYING THE INCURRED COSTS OF REPAIRS. 3. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING, PRIOR NOTIFICATION OF HIS CONSTRUCTION ACTIVITY TO ALL UTILITY COMPANIES WHO MIGHT BE AFFECTED. THE CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FOR UTILITY LINE STAKING AT LEAST 48 HOURS IN ADVANCE OF STARTING THE WORK. CONSTRUCTION SHALL NOT PROCEED WITHOUT PRIOR IDENTIFICATION AN,D LOCATION OF UTILITIES. WORK WITHIN AIRPORT OPERATION AREA 1. WORK ADJACENT TO ACTIVE TAXIWAYS/RUNWAYS A) AREAS OF WORK UNDER -THIS CONTRACT DIRECTLY 'FIE INTO ACTIVE AIRCRAFT PAVEMENTS. WHEN UNDERTAKING WORK IN THIS GENERAL VICINITY, THE CONTRACTOR SHALL: I. OBSERVE THE APPROPRIATE REQUIREMENTS OF THE CONSTRUCTION PHASING AND MAINTENANCE OF TRAFFIC PLANS, 11. INSTALL BARRIERS ALONG THE EDGE OF ACTIVE APRONS AND -TAXIWAYS BEFORE BEGINNING CONSTRUCTION WITHIN THE AREA, THE BARRIERS SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH THE DETAIL SHOWN IN THE PLANS. 111. NOT ALLOW ANY WORK TO BE UNDERTAKEN INSIDE OF, OR ANY PERSONNEL, EQUIPMENT, OR VEHICLES TO ENTER THE -TAXIWAY OR RUNWAY SAFETY AREAS, WHILE ANY TAXIWAY OR RUNWAY Is IN USE. -THE OWNER SHALL, WHEN REQUESTED BY THE CONTRACTOR AND WHEN IN CONFORMANCE WITH THE APPROVED, CONSTRUCTION SCHEDULE, ARRANGE FOR THE CLOSURE OF AFFECTED TAXIWAYS OR RUNWAYS, IV. ALL AIRCRAFT TRAFFIC O,N RUNWAYS, RAMP AREAS, TAXIWAYS AND APRONS SHALL HAVE PRIORITY OVER CONTRACTOR'S TRAFFIC. THE AIRPORT RESERVES THE RIGHT TO ORDER THE CONTRACTOR AT ANY TIME TO VACATE ANY AREA NECESSARY TO MAINTAIN SAFE AIRCRAFT OPERATIONS. No ADDITIONAL PAYMENT WILL BE MADE TO THE CONTRACTOR FOR SUCH INTERRUPTIONS TO THE ACTIVITIES. V. THE AIRPORT WILL DESIGNATE A REPRESENTATIVE WHO WILL ISSUE ALL NOTICES TO AIRMEN (NOTAMS) WITH THE FAA, THE CONTRACTOR SHALL FURNISH THE REPRESENTATIVE WITH THE NECESSARY INFORMATION ON CONSTRUCTION CONDITIONS (RUNWAY/TAXIWAY CLOSURES, ETC.) AT LEAST 72 HOURS IN ADVANCE SO THAT THEY CAN ADVISE THE FLIGHT SERVICE STATION TO ISSUE A NOTAM IN ACCORDANCE WITH ESTABLISHED CRITERIA. CONTRACTOR MUST RECEIVE AIRPORT APPROVAL FOR ANY VERTICAL EQUIPMENT, SO THAT -THE PROPER NOTAMC' CAN BE ISSUED. ALSO, THE CONTRACTOR MUST PROPERLY LIGHT AND FLAG THE EQUIPMENT. 2. HAUL ROUTE OPERATIONS A) ALL OPERATIONS ON ROADS ON THE ORLANDO SANFORD INTERNATIONAL AIRPORT SHALL OBSERVE THE 35, MPH SPEED LIMIT, EXCEPT WHERE POSTED OTHERWISE. B) NO VEHICLE SHALL EXCEED 15 MPH ON THE PARKING RAMP AND APRON AREAS. 3, OTHER CONTRACTORS AND AIRPORT EMPLOYEE PARKING AREAS A) THE CONTRACTOR IS ADVISED THAT OTHER CONTRACTORS MAY BE WORKING ON THE AIRPORT, AND COOPERATION BETWEEN CONTRACTORS IS REQUIRED. REVISIONS CLIENT PROJECT SHEET TITLE ENGINEER QF RECORD: JOB NO.: 100032356 ATK DRAWN: - DATE DESCRIPTION PASSENGER BOARDING BRIDGE REPLACEMENT DESIGN: AEBI CHECKED: CSS BID PACKAGE 2 DATE: AUG 2014 ATKINS GENERAL NOTES Andrew E. Bolin, PE dandos',aanfoc:ord ORLANDO SANFORD INTERNATIONAL AIRPORT 482 South Keller Road Tel, (407) 647-7275 FL P.E. No.: 73974 SOO!, Date: SAN FORD, FLORIDA Orlando, FL 32810 Fax (407) 806-4500 ATKINS North Amefica, Inc. www.Eitkinsgiob,cil.corTi/riortliamerica 4030 We�;L BOY SGOUt BOLIeVEIrd, SUite'100 G-002 Tatopa, FL 33607 DbPR Certificate of Authorization No. 24 SAFTTY NOTES 1. THE CONTRACTOR SHALL ACQUAINT HIS/HER SUPERVISORS AND EMPLOYEES WITH THE AIRPORT ACTIVITY AND OPERA"T"IONS AT THIS ACTIVE AIRPORT" AND SHALL CONDUCT HIS/HER CONSTRUCTION ACTIVITIES TO CONFORM TO ALL ROUTINE AND EMERGENCY AIR TRAFFIC REQUIREMENTS AND GUIDELINES ON SAFETY._ 2. ALL CONTRACTOR VEHICLES IN THE AIRCRAFT OPERATIONS AREA (AOA) SHALL DISPLAY AN AMBER ROTATING BEACON VISIBLE THROUGH' 350° OF ARC, MOUNTED ON TOP .OF THE VEHICLE AND OF SUCH INTENSITY TO CONFORM TO LOCAL CODES FOR MAINTENANCE AND EMERGENCY VEHICLES. 3. THE CONTRACTOR; THROUGH THE CONTRACTOR SAFETY AND SECURITY OFFICER; SHALL ESTABLISH AND MAINTAIN A LIST OF CONTRACTOR AND SUBCONTRACTOR VEHICLES AUTHORIZED TO OPERATE ON THE SITE. THE CONTRACTOR SAFETY AND SECURITY OFFICER WILL REQUIRE EACH VEHICLE TO DISPLAY A LARGE COMPANY SIGN (WITH NOT LESS THAN 6" LETTERING) ON BOTH SIDES OF VEHICLE. THE CONTRACTOR SHALL PROVIDE A CURRENT LISTING OF VEHICLES AND COMPANIES AUTHORIZED 'TO ENTER AND CONDUCT WORK ON THE AIRPORT TO AIRPORT OPERATIONS. THE CONTRACTOR'S EMPLOYEE PERSONAL VEHICLES SHALL BE RESTRICTED TO THE CONTRAC'TOR'S EMPLOYEE PARKING AREA (PARKING LOT C) AND ARE NOT ALLOWED ON THE AIRFIELD AT ANY TIME. 4, NO RUNWAY, TAXIWAY, APRON OR AIRPORT ROADWAY SHALL BE CLOSED WITHOUT APPROVAL OF AIRPORT OPERATIONS, TO ENABLE NECESSARY "NOTICES "1"0 AIRMEN" (NOTAM) OR ADVISORIES TO AIRPORT SERVICE OR TENANTS. A MINIMUM OF 72 HOURS NOTICE OF REQUESTED CLOSING SHALL BE DIRECTED "TO THE ENGINEER, WHO WILL COORDINATE THE REQUEST WITH AIRPORT OPERATIONS. 5. OPEN FLAME, WELDING OR TORCH—CUTTING OPERATIONS ARE PROHIBITED UNLESS ADEQUATE FIRE AND SAFETY PRECAUTIONS HAVE BEEN 'TAKEN AND THE PROCEDURE IS APPROVED BY THE AIRPORT FIRE CHIEF, AIRPORT OPERATIONS AND -THE ENGINEER. NO DEBRIS BURNING WILL BE ALLOWED. 5. DEBRIS, WASTE AND LOOSE MATERIAL CAPABLE OF CAUSING DAMAGE TO AIRCRAFT LANDING GEAR, PROPELLERS OR BEING INGESTED INTO ENGINES SHALL NOT BE ALLOWED ON ACTIVE AIRCRAFT MOVEMENT AREAS. IF THESE MATERIALS ARE OBSERVED TO BE ON ACTIVE AIRCRAFT MOVEMENTS AREAS, THEY WILL BE REMOVED IMMEDIATELY DURING CONSTRUCTION BY AND AT THE EXPENSE OF THE CONTRACTOR. THE ENGINEER MAY DIRECT THAT DEBRIS PROBLEMS DURING CONSTRUCTION NOT CORRECTED BY "THE CONTRACTOR BE CORRECTED BY OTHERS AT THE EXPENSE OF "THE CONTRACTOR. NO OPEN TOP DUMPSTERS ARE ALLOWED: IN THE PROJECT OR STAGING AREA. TRUCKS SHALL COVER THE LOAD FOR ALL MOVEMENTS ON . THE AIRPORT. 7. AIRPORT OPERATIONS SHALL INSPECT PRIOR TO OPENING FOR AIRCRAFT USE OF ANY RUNWAY, TAXIWAY OR APRON "THAT HAS BEEN CLOSED FOR WORK OR THAT HAS BEEN USED FOR A CROSSING POINT OR HAUL ROUTE BY THE CONTRACTOR. CROSSING POINTS OF CONTRACTORS OPERATIONS AT ACTIVE TAXIWAYS SHALL BE CONTINUOUSLY KEPT CLEAR OF ALL DEBRIS, DIRT, DUST, OR FOREIGN OBJECT DEBRIS (FOU). CONTRACTOR SHALL CONTINUOUSLY MONITOR THE CROSSING AREA AND KEEP AREA CLEAN. 8. NO AUDIO OR VIDEO RECORDING SHALL BE MADE ON AIRPORT PROPERTY WITHOUT PRIOR PERMISSION OF THE AIRPORT AUTHORITY. 9. NO, EXPLOSIVES WILL BE PERMITTED ON THE JOB SITE. 10. ALL BARRICADE LIGHTING, TEMPORARY SIGNAGE AND COVERS SHALL BE VERIFIED BY THE CONTRACTOR FOR PROPER OPERATION AT THE END OF EACH DAY BEFORE THE CONTRACTOR CEASES OPERATION, THE INTENSITY OF THE LIGHTS AND THE SPACING FOR BARRICADES, SHALL BE ADEQUATE TO DELINEATE THE HAZARDOUS AREA WITHOUT AMBIGUITY. NO MORE THAN 10% OF THE LIGHTS FOR BARRICADES SHALL BE INOPERABLE AT ANY TIME, AND AT NO TIME SHALL TWO (2) CONSECUTIVE LIGHTS BE INOPERABLE. THE CONTRACTOR SHALL IMMEDIATELY REPLACE ANY BARRICADES OR LIGHTS WHICH IN THE OPINION OF THE THE FIELD REPRESENTATIVE OR AIRPORT OPERATIONS ARE NOT ADEQUATE. 11. THE CONTRACTOR SHALL PROVIDE THE PHONE NUMBERS OF THREE PERSONNEL, INCLUDING THE PROJECT SUPERINTENDENT, WHO MAY BE CONTACTED IN AN EMERGENCY. THE CONTRACTOR WILL ENSURE THAT AN EMPLOYEE REMAINS ON—CALL TWENTY—FOUR (24) HOURS PER DAY FOR EMERGENCY MAINTENANCE OF HAZARD LIGHTING AND BARRICADES. 12, ALL MATERIALS AND EQUIPMENT WHEN NOT A USE SHALL BE PLACED IN APPROVED AREAS WHERE THEY WILL NOT CONSTITUTE A HAZARD TO AIRCRAFT OPERATIONS AND NOT PENETRATE CLEARANCE SURFACES. 13, PENETRATION OF OBJECT FREE AREA(S) IS NOT PERMITTED DURING ACTIVE OPERATION OF THESE AREAS AND FACILITIES. THE CONTRACTOR SHALT_ BE AWARE OF THE STATUS OF EACH FACILITY DURING THE VARIOUS PHASES OF THE WORK AND SHALL KEEP MEN, EQUIPMENT AND MATERIALS OUT OF ACTIVE FACILITY OPERATIONS. REFER TO DETAILS ON THE PHASING DETAILS SHEET FOR DEFINITION OF THESE AREAS. 14. CONTRACTORS ACCESS TO ACTIVE AREAS OF THE AIRFIELD WILL ONLY BE PERMITTED UNDER ESCORT BY AIRPORT OPERATIONS, IT SHALL BE UNDERSTOOD BY THE CONTRACTOR THAT AIRPORT TRAFFIC ON RUNWAYS, TAXIWAYS AND APRONS SHALL HAVE PRIORITY OVER CONTRACTOR'S TRAFFIC. SAFETY NOTES CONTINUED: 15, THE CONTRACTOR SHALL REMOVE ALL EQUIPMENT FROM OBJECT FREE AREAS OF ACTIVE RUNWAYS AND TAXIWAYS DURING HOURS OF AIRCRAFT OPERATIONS. 16, CONSTRUCTION EQUIPMENT AND PERSONNEL SHALL. YIELD TO AIRCRAFT TRAFFIC AT ALL TIMES. 17. ALL CONSTRUCTION EQUIPMENT MUST MAINTAIN A DISTANCE GREATER THAN 25 FEET FROM ANY PARKED AIRCRAFT. 18. THE CONTRACTOR SHALL NOT ENTER ANY RUNWAY, TAXILANE, O�R 'TAXIWAY WITHOUT BEING UNDER ESCORT BY AIRPORT OPERATIONS. 19. IN THE INTEREST OF SAFETY, THE CONTRACTOR IS ALSO REQUIRED TO ACQUAINT HIS/HER EMPLOYEES WITH THE PROVISIONS OF THE FOLLOWING FEDERAL AVIATION ADMINISTRATION ADVISORY CIRCULARS: 150/5370-2F = OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION 150/5210-5D = PAINTING, MARKING AND LIGHTING OF VEHICLES USED ON AN AIRPORT 150/5200-18C = AIRPORT SAFETY SELF—INSPECTION 150/5340—IL = STANDARDS FOR AIRPORT MARKINGS THE CONTRACTOR SHALL OBTAIN THE LATEST VERSION OF THE FREE ADVISORY CIRCULAR PUBLICATION FROM THE FAA ON ITS WEB SITE AT WWW.FAAGOV/ARP SECURITY NOTES- 1. OTES:1. THE CONTRACTOR SI -CALL COMPLY WITH ALL SECURITY REQUIREMENTS SPECIFIED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL DESIGNATE IN WRITING TO AIRPORT OPERATIONS, THE NAME OF "THE "CONTRACTOR SAFETY AND SECURITY OFFICER". THE CONTRACTOR SAFETY AND SECURITY OFFICER SHALL REPRESENT THE CONTRACTOR ON THE SECURITY REQUIREMENTS OF THE CONTRACT. 2. THE CONTRACTOR SAFETY AND SECURITY OFFICER SHALL BE RESPONSIBLE FOR BRIEFING ALL PERSONNEL ON SAFETY REQUIREMENTS AND, FROM TIME TO TIME, OTHER SECURITY PROVISIONS ADOPTED BY THE CONSTRUCTION SECURITY COMMITTEE, ALL NEW CONTRACTOR EMPLOYEES SHALL BE BRIEFED ON THESE REQUIREMENTS PRIOR TO WORKING IN THE CONSTRUCTION AREA. 3. CONTRACTOR'S ACCESS TO "THE SITE SHALL BE AS SHOWN ON THE PLANS OR A DIRECTED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL NOT PERMIT ANY UNAUTHORIZED PERSONNEL OR TRAFFIC ON THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL TO AND FROM THE VARIOUS CONSTRUCTION AREAS ON THE SITE AND THE SECURITY OF ALL PERIMETER GATES ASSIGNED AS ACCESS TO THE SITE, THE CONTRACTOR IS RESPONSIBLE FOR THE IMMEDIATE CLEAN—UP OF ANY DEBRIS DEPOSITED ALONG ANY ACCESS ROA AS A RESULT OF -THEIR CONSTRUCTION TRAFFIC. DIRECTIONAL SIGNING AT THE ACCESS GATE AND ALONG THE DELIVERY ROUTE TO THE STORAGE AREA OR WORK SITE SHALL BE AS DIRECTED BY THE OWNER'S AUTHORIZED REPRESENTATIVE (OAR). 4. AL CONTRACTOR'S MATERIAL ORDERS FOR DELIVERY TO THE SITE WILL USE THE ACCESS POINT AT THE CONTRACTOR'S STAGING AREA AS A DELIVERY ADDRESS AT THE AIRPORT. ALL DELIVERIES TO THE AIRPORT GATE TO BE ESCORTED BY THE CONTRACTOR'S PERSONNEL. 5. ALL CONSTRUCTION RELATED VEHICLES BEING OPERATED BY NON—BADGED PERSONNEL MUST BE SEARCHED AND INSPECTED BY A BADGED EMPLOYEE OF THE CONTRACTOR WHO HAS PASSED THE AIRPORT'S VEHICLE INSPECTION CURSE. 6. THE LIMITS OF CONSTRUCTION, MATERIAL STORAGE AREAS, EQUIPMENT STORAGE AREA, PARKING AREA AND OTHER AREAS REQUIRED FOR THE CONTRACTOR'S EXCLUSIVE USE DURING CONSTRUCTION SHALL BE MARKED BY THE CONTRACTOR AND APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL ERECT AND MAINTAIN SUITABLE FENCING, SIGNAGE, AND WARNING DEVICES VISIBLE FOR BOTH DAY/NIGHT USE TO DELINEATE THE PERIMETER OF ALL SUCH AREAS. 7. OPERATORS OF VEHICLES MUST POSSESS A VALID DRIVER'S LICENSE FOR THE VEHICLE BEING OPERATED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EMPLOYEES DRIVING WITHIN THE AOA, 8. WHERE THERE IS A CONFLICT BETWEEN THESE SAFETY, SECURITY, AND BARRICADES NOTES AND THE REQUIREMENTS SET FORTH IN THE CONTRACT DOCUMENTS THE MORE STRINGENT REQUIREMENT SHALL PREVAIL. GENERAL BARRICADES NOTES: 1. BARRICADES TO, BE PLACED ALONG THE LIMITS OF THE PHASES OF WORK, AS SHOWN IN THESE PLANS, TO DELINEATE THE CONTRACTOR'S WORK AREAS. BARRICADES MAY NEED TO BE TEMPORARILY RELOCATED IN ORDER TO ACCOMMODATE PAVING EQUIPMENT PRIOR TO PAVING OPERATIONS. THE CONTRACTOR SHALL SUBMIT THE ORIGINAL PROPOSED PLAN AND ANY CHANGES FOR WRITTEN APPROVAL PRIOR TO PLACEMENT OF BARRICADES. 2. ALL BARRICADES SHALL BE CHECKED VISUALLY FOR SIGNS OF WEAR AND TEAR ON A WEEKLY BASIS AND SHALL B ' E REPAIRED WHEN DEEMED APPROPRIATE BY THE AIRPORT. 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 CEASE OPERATION FOR THE DAY, 3, ALL BARRICADES SHALL BE CHECKED FOR DEBRIS AT LEAST DAILY AND THE CONTRACTOR SHALL SWEEP THE DEBRIS WHICH HAS ACCUMULATED AND REMOVE FOR THE SITE. 4. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF HIS PROPOSED BARRICADE MATERIALS FOR APPROVAL BY THE ENGINEER AND THE OWNER. 5. CAUTION LIGHTS TO BE RED IN COLOR AND FLASHING DURING HOURS OF DARKNESS. 6. THE BARRICADES SHALL BE WEIGHTED AGAINST JETBLAST AND CAPABLE OF WITHSTANDING UP TO 110 M.P.H. WIND FORCES. 7. BARRICADES SI -TALL BE -TURNED OVER TO THE OWNER UPON COMPLETION OF CONSTRUCTION. m ORANGE AND WHITE —3 WAY APPROVED RED DOT SOLAR/BATTERY LIGHT \\/ATF R FII I Fn CCA,J TRUCTION BARRICADE NTS BARRICADE NOTES: 1. BARRICADE SECTIONS SHALL BE WHITE WITH REFLECTIVE ORANGE MEDIA AS SHOWN ON THE DETAIL. ALL INCIDENTAL CONNECTORS, SPACERS, SPLICE PLATES, ETC, SHALL BE PAINTED WHITE. 2. BARRICADES SHALL BE SPACED 10' MAXIMUM, END—TO—END, OR AS DIRECTED BY AIRPORT OPERATIONS. 3F (11 REVISIONS CLIENT PROJECT SHEET TITLE ENGINEER OF RECORD: JOB NO.: 100032356 DATE DESCRIPTION AW DRAWN: ATKINS PASSENGER BOARDING BRIDGE REPLACEMENT S DESIGN: AEB CHECKED: CSS BID PACKAGE G. AT IN DATE: AUG 20,14 0 Wando"t ant lffc PART 77 PLAN Andrew E. Bolin, PE z � 01 If FL P.E. No.: 73974 1w10FgN ORLANDO SANFORD INTERNATIONAL AIRPORT 482 South Keller Road Tel. (407) 647-7275 Date., SANFORD, FLORIDA Orlando, FL 32810 Fax (407) 806-4500 ATKINS North Ameilca, Inc. G-1 O2 www,atkinsgiobal.com/northarnerica 4030 Wes( Bob Scout Boulevard, Suite 70U Tampa, FL 33607 DBPR Certificate d Authorization No. 24 0 0- REVISIONS CLIENT PROJECT SHEET TITLE DESCRIPTION IV,PASSENGER BOARDING BRIDGE REPLACEMENT BID PACKAGE 2 SURVEY CONTROL PLAN pill., C aviado-'::�antmrd ORLANDO SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA ENGINEER OF RECORD: JOB NO.: '100032356 DRAWN: A"I'KINS DESIGN: AEB ICHECKED: —C- 3 ATKINS Andrew E. Bolin, PE DATE: AUG 2014 FL P.E. Na.: 73974 482 South Keller Road Tel. (407) 647-7275 Date: Orlando, FL 32810 Fax (407), 806-4500 ATKINS North Arnefica, Inc, G-2 0 0 WWW ,�;itkinsglobal.corTi/riorthz;ii-rierica 4030 Wed Boy Scout Boulevard, Suite 700 Tampa, FL 33607 UBPR Certificate of Authorization No. 24 N I REVISIONS CLIENT PROJECT SHEET TITLE ENGINEER OF RECORD: JOB NO.: '100032356 DATE DESCRIPTION�drN AwATKINS law law PASSENGER BOARDING BRIDGE REPLACEMENT Aw DRAWN: 'mw DESIGN: AEB CHECKED. BID PACKAGE 2 BORING LOCATION PLAN ATKINS Andrew E. BPE DATE: AUG 20141 'K r I a n d o 150 , a n fc) ORLANDO SANFORD INTERNATIONAL AIRPORT FL P.E. No.: 73974 482 South Keller Road Tel. (407) 647-7275 Date: SAN FORD, FLORIDA Orlando, FL 32810 Fax (407) 8064500 Kri<i�is North Arriefica, Ific, G-30 0 www. atki n s g I o b al. coGY /nortf i arnerica 4U30 West Boy Scout Boulevard, Suite 700 Tampa, FL 33607 cate of AuWokativn No. 24 UVIR Cortifi fn rn CL (L QlU CL nj M (0 CL al ILL V> t.D O O 6 0 CL L. 10 14 0 C) a. REVISIONS CLIENT PROJECT SHEET TITLE ENGINEER OF RECORD.- JOB NO.: 100032356 DATE DESCRIPTION DRAWN: ATKINS AW ID PASSENGER BOARDING BRIDGE REPLACEMENT AW Amr DESIGN: AEB CHECKED- CSS aq 131D PACKAGE 2 0' DR, 7, urliancj'J OVERALL PHASING PLAN ATKINS Andrew E. Bolin, PE DATE: AUG 2014 ORLANDO SANFORD INTERNATIONAL AIRPORT FLP.No.: 73974 482 South Keller Road Tel. (407) 647-7275 Date: SANFORD, FLORIDA Orlando, FL 32810 Fax (407) 806-4500 ATKIN3 North Amedcajnc, G-400 www.atKirisglobal.corTi/riortfiai'Tierica 4030 West Boy Scout Boulevard, Suite 700 Tampa. FL 33607 DUPR Cartikato of Authorization No. 24 N CA cv iD CD Q ti cl ir) rd cv tD D Q v CL CE OL fc, I V C\ frr c m a REVISIONS CLIENT PROJECT SHEET TITLE ENGINEER OF RECORD,: JOB NO.: 100032356 DATE DESCRIPTION ATKIN,")' Amw DRAWN: PASSENGER BOARDING BRIDGE REPLACEMENT I I I I DESIGN: AEB PHASING PLAN CHECKED- CS S BID PACKAGE 2 ATKINSPHAS E 11 - GATE 9 & 1Andrew E. Bolin, PE DATE: AUG 2014 0 FL P.E. ORLANDO SANFORD INTERNATIONAL AIRPORT 482 South Keller Road Tel. (407) 647-7275 Date: No., 73974 SAN FORD, FLORIDA Orlando, FL 32810 Fax (407) 806-4500 ATKINS North America, InQ. G-402 www.atkinsglobal.com!/riart[iari-ierica 4030 West Boy Scout Boul-.vard, Suite- 700 Tampa, FL'336U7 UUPR cortificato of Authorization No. 24 cl 011 mum REVISIONS CLIENT PROJECT SHEET TITLE ENGINEER OF RECORD': JOB NO.: '100032356 DATE DESCRIPTION.,DRAWN: Imw ATKINS Aw PASSENGER BOARDING BRIDGE REPLACEMENT AV DESIGN: AEB CHECKED: CSS BID PACKAGE 2 AT S I I ---- I), d EROSION CONTROL PLAN K IN Andrew E. Bolin, PE DATE: AUG 20111 -anmir FL P.E. No., 73974 C1 dandolic ORLANDO SANFORD INTERNATIONAL AIRPORT 482 South Keller Road Tel. (407) 647-7275 Date: SANFORD, FLORIDA Orlando, FL 32810 � Fax (07) 806-4500 ATKINS North Arvedca, Inc. C-1 0 1 www.EitkirisglobGil.coryi/riarthcirrierica 4030 West Buy Scout Boulevard, Suite 700 Ta ... pa, Ft. 33607 DLIFIR Certificate of Authorization No. 24 w REVISIONS CLIENT PROJECT SHEET TITLE ENGINEER OF RECORD: JOB NO.: '100032356 DATE DESCRIPTION DRAWN: ATKINS PASSENGER BOARDING BRIDGE REPLACEMENT I IDESIGN: AEB CHECKED: CSS BID PACKAGE 2 DEMOLITION PLAN ATKINS Andre P.Ew NE. Bokn, PE DATE: dando, '."lbanf r ii! 11 FL . o�.: 73974 AUG 2014 ORLANDO SANFORD INTERNATIONAL AIRPORT 482 South Keller Road Tel. (407) 647-7275 Date: SAN FORD, FLORIDA Orlando, FL 32810, � Fax (407) 806-4500 ATKINS North Amefica, Inc. C 0 1 www.atkinsgiobal.com/northamericg 40,30 West Boy Scout Boulevard, Suite 7UO Tampa, FL 33607 DBPR Certificate of Authorization No. 24 0-1 GENERAL NO -FES: 1. CONTRACTOR TO PROTECT EXISTING PAVEMENT TO, REMAIN. 2, THE AIRPORT HAS FIRST RIGHT OF REFUSAL FOR ANY AND ALL EQUIPMENT OR MATERIALS TO BE DEMOLISHED OR REMOVED DURING THIS PROJECT, 3, EXISTING FOUNDATION DETAILS REPRESENT THE TYPICAL PASSENGER BOARDING BRIDGE FOUNDATIONS BASED UPON AVAILABLE AS—BUILT INFORMATION, NO GUARANTEE IS; MADE AS TO THEIR ACCURACY O�R COMPLETENESS. ACTUAL FOUNDATIONS MAY VARY FROM THOSE SHOWN HERE, 4. THE EXPOSED PORTIONS OF FOUNDATIONS INDICATED FOR FLUSH REMOVAL ARE TO BE COMPLETELY REMOVED TO THE LEVEL OF THE EXISTING CONCRETE APRON PAVEMENT SURFACE. CONTRACTOR SHALL TAKE MEASURES NECESSARY TO PRESERVE INTEGRITY THE REMAINING PORTION OF THE FOUNDATION AND THE SURROUNDING PAVEMENT, CHIP 2" BELOW PAVEMENT SURFACE FOR 2" RADIUS AROUND REMAINING STEEL REINFORCEMENT AND CUT BARS/BOLTS. FILL RESULTING HOLES WITH FDOT Q,PL APPROVED EPDXY PATCH. EPDXY SHALL BE INCIDENTAL TO THE COST OF FOUNDATION REMOVAL, -Z' n" I 11rN1 I DIr\C-W-71r-1 BOLTS PORTION TO BE REMOVED (HATCHED AREA) NDATION FLUSH WITH APRON PAVEMENT SURFACE APRON PAVEMENT SURFACE HDATION PORTION TO REMAIN I PASSENGER BOARD.-INIG BRIDGE FOUNDATION FLUSH -CUT REMOVAL DE-FAIL- N.T.S. REVISIONS CLIENT PROJECT SHEET TITLE ENGINEER OF RECORD: JOU NO.: '100032356 DATE DESCRIPTION PASSENGER BOARDING BRIDGE REPLACEMENT Iff DRAWN: AT K I N S I DESIGN: AEB 11,011 1 AT K CHECKED: CSS 01 Orlando:S�'an BID PACKAGE 2 DEMOLITION NOTE S INS And,rew E. Bolin, PE DATE: AUG 20-141 ............ ORLANDO SANFORD INTERNATIONAL AIRPORT FL P.E. No.: 73974 AND DETAILS 482 South Keller Road Tel. (407) 647-7275 Date: Orkando, FL 328101 Fax (407) 806-4500 SANFORD, FLORIDA ATKINS North Arnefica, Inc. WWW .atkinsglobil.com/riortheimericzi 403U'Nest boy Scout Boulevard, Suite 700 C-250 Tampa, FL 33607 L DBPR Certificate of Authorization No. 24 �� L Q. L .� U +:— �/ �n Y (} nJ .� L n �� to �� 4 N m m u= ti GENERAL MARKING NOTES 1, BLACK PAINT SHALL BE SOLVENT BASED AND NOT CONTAIN REFLECTIVE MEDIA. 2. ANY MARKING TO BE REMOVED SHALL BE REMOVED BY WATER BLASTING ONLY. NO CHEMICAL PAINT REMOVERS ARE ALLOWED. GRINDING MAY BE ALLOWED IN LIMITED LOCATIONS WITH PRIOR APPROVAL FROM THE AIRPORT. 3. ANY MARKING THAT IS NOT PAINTED CORRECTLY WITH RESPECT TO LOCATION, DIMENSIONS, OR PROPER ALIGNMENT SHALL BE REMOVED AND REPAINTED AT NO ADDITIONAL COST TO THE OWNER, 4. ALL PAINT MATERIALS AND WORKMANSHIP SHALL CONFORM TO FAA SPECIFICATION P-620. 5. CONTRACTOR SHALL PERFORM A TEST SECTION BEFORE PROCEEDING WITH WORK. THE OWNER'S REPRESENTATIVE AND ENGINEER SHALL APPROVE QUALITY AND METHOD, 6. SURFACES SHALL BE CLEANED BEFORE MARKING, A 20,000 PSI MINIMUM WATER BLAST MACHINE SHALL BE USED FOR CLEANING. CLEANED AREAS SHALL BE INSPECTED BEFORE PERFORMING MARKING, THE INSPECTOR SHALL AUTHORIZE THE COMMENCING OF MARKING. 7. GLASS BEADS ARE TO BE MACHINE APPLIED ONLY. NO HAND THROWING OF BEADS is ALLOWED, WHEN APPLYING GLASS BEADS, THE CONTRACTOR SHALL ASSURE WIND DOES NOT BLOW THE GLASS BEADS AWAY FROM THE MARKING. REFLECTORIZED MARKING SHALL BE INSPECTED AT NIGHT, 8. ALL MARKING REMOVAL SHALL BE DONE AS DIRECTED BY AIRPORT OPERATIONS PRIOR TO PLACEMENT OF N!EW MARKINGS. 9. LEAD—IN LINES FOR WIDE BODY AIRCRAFT SHALL BE PAINTED IN AN ALTERNATING 10' PAINTED AND 4' NON—PAINTED DASH CONFIGURATION. PAINTED PORTIONS SHALL CONFORM TO DETAIL 1. \-6—INCH WHITE MARKING WITH REFLECTIVE BEADS 15' (TYP) 25' (TYP) CL < 6—INCH WHITE MARKING WITH REFLECTIVE BEADS 6—INCH WHITE MARKING /—WITH REFLECTIVE BEADS N OTE: SERVICE ROAD MARKINGS SHALL BE PER P-620. SERVICE ROAD MARKING SCALE: NTS, 10" WIDE YELLOW LINE WITH 5" BLACK BORDER AIRCRAFT LEAD—IN LINE MARKING SCALE: NTS CENTERLINE OF SERVICE ROAD 4" WIDE RED LINE WITH 4" WIDE YELLOW BORDER AIRCRAFT SAFETY ENVELOPE MARKING SCALE: NTS I n ji \A 11 F'N r- \/ r- I I /-,) k A I SCK AIRCRAFT ..NOSE WHEEL STOP MARKING SCALE: NTS TAXIWAY EI LEAD—R 6—FT. TALL GATE NUMBER (YELLOW) 10' x 8' BLACK BOX WITH 6" YELLOW BORDER GATE DESIGNATOR MARKING SCALE: NTS '18" TALL, 3" STROKE LETTERING (YELLOW) 10' x 6' BLACK BOX WITH 6" YELLOW BORDER STOW BOX MARKING SCALE: NTS REVISIONS CLIENT PROJECT SHEET TITLE ENGINEER OF RECORD: JOB NO.: '100032356 Amw DATE DESCRIPTION DRAWN: ATKINO Aw PASSENGER BOARDING BRIDGE REPLACEMENT DESIGN: AEB CHECKED.- -CSS BID PACKAGE 2 ATKINS DATE: A U (�'-) 2014 MCI PAVEMENT Amirew E. Bolin, PE FL P.E. No.: 739711 OrlaridoSani"'(1,0F ORLANDO SANFORD INTERNATIONAL AIRPORT 482 South Keliler Road Tel. (407) 647-7275 Vp W6 rmffi rol 0 MARKING DETAILS Date: SANFORD FLORIDA Orlando, FL 32810 Fax (407) 806-4500 ATKINS North Aruefica, Inc. C-550 www,atkirisgiobal.com/northamerica 4030 West Bay Scout Boulevard, Suite 700 Tampa, FL 33607 D13PR Certificate of Authorization No. 24 CIA GENERAL NOTES I. DESIGN CRITERIA III. REINFORCED CONCRETE D. SITE OBSERVATION BY THE STRUCTURAL ENGINEER The contract structural drawings and specifications A. GENERAL SPECIFICATIONS A. CONCRETE: represent the finished structure, and, except where Florida Department of Transportation Standard Specifications All concrete shall be Class IV, 5500 PSI. specifically shown, do not indicate the method or means of for Road and Bridge Constructuion 2013 Edition, Supplements construction. The Contractor shall supervise and direct and Special Provisions. B. REINFORCING STEEL SPECIFICATION the work and shall be solely responsible for all All Reinforcing Steel shall be ASTM A615 Grade 60. construction means, methods, procedures, techniques, and B. DESIGN SPECIFICATIONS sequence. The Contract Documents are based on the requirements of: C. REINFORCING STEEL COVERAGE 1. Florida Building Code 2010 In accordance with ACI 318. The Owner and/or Engineer shall not have control nor 2. FDOT Structures Manual 2013 charge of, and shall not be responsible for, construction IV. STRUCTURAL STEEL means, methods, techniques, sequences, or procedures, for C. JETWAY LIVE LOADS safety precautions and programs in connection with the work, **To be confirmed by the manufacturer (Thyssen Krupp) A. MATERIAL for the acts or omission of the Contractor, Subcontractor, or 1. ASTM Specification and Grade. Clearly mark the grade of any other persons performing any of the work, or for the Operational Case: steel on each piece, with a distinguishing mark, for the purpose failure of any of them to carry out the work in accordance Wind Speed — 65 MPH of field inspection of proper grade of steel. Unless noted with .the contract documents. Fx, Fy = 6.2 kip otherwise on the drawings, structural steel shall be as follows: Fz — 41.9 kip G. All plates shall conform to ASTM A36. Periodic site observation by field representatives of ATKINS Mx = 352.1 kip*ft NA is solely for the purpose of determining if the work of the My = 131.2 kip*ft B. ANCHOR BOLTS Contractor is proceeding in accordance with the structural MZ = 22.9 kip*ft 1. Anchor bolts shall conform to ASTM F1554 Grade 55. contract documents. This limited site observation should 2. Anchor bolt installation shall be considered incidential to the not be construed as exhaustive or continuous to check the Stowed Case: cost of reinforcing steel required for the foundation. quality or quantity of the work, but rather periodic in an Wind Speed — 135 MPH effort to guard the Owner against non—conformance of Fx, Fy = 0.9 kip C. Hot—dip galvanize all steel in accordance wtih ASTM contract specified design in the work of the Contractor. Fz = 24.0 kip Specification A123 or A153, as applicable. Mx = 458.9 kip*fit VI. SUBMITTALS My — 94.3 kip*ft V. MISCELLANEOUS MZ = 23.1 kip*ft A. SHOP DRAWINGS A. CONTRACT DOCUMENTS It is the responsibility of the General Contractor to 1. The General Contractor shall submit for Engineer D. WIND LOADS obtain all Contract Documents and latest addenda and to review shop drawings for the following items: Wind pressures are based on the American Society of Civil submit such documents to all subcontractors and material (1) Concrete Mix Designs Engineers, Minimum Design Loads for Buildings and Other suppliers prior to the submittal of shop drawings. (2) Reinforcing Steel Structures, ASCE 7-10 with a Wind Speed = 135 MPH (3 sec. (3) Anchor Rods & Plates gust), Wind Exposure Category B, Wind Importance Factor 1.10. B. RESPONSIBILITY OF THE CONTRACTOR FOR STABILITY OF THE STRUCTURE DURING CONSTRUCTION 2. All shop drawings must be reviewed, stamped with a II. FOUNDATION All structural elements of the project have been designed signature and date, and approved by the by the Structural Engineer to resist the required code General Contractor prior to submittal. A. GEOTECHNICAL REPORT vertical and lateral forces that could occur in the final Foundation design is based on the geotechnical investigation completed structure only. It is the responsibility of the 3. The omission from the shop drawings of any materials report provided by Ardaman & Associates, Inc. dated March 18, 2013. Contractor to provide all required bracing during required by the Contract Documents to be furnished construction to mdintain the stability and safety of all shall not relieve the Contractor of the responsibility The geotechnical report shall be provided to the General Contractor structural elements during the construction process until of furnishing and installing such materials, by the Engineer. The soil foundation preparation requirements the structure is completely tied together. regardless of whether the shop drawings have been specified therein shall be followed by the General Contractor.' reviewed and approved. C. CONTRACTOR SUBSTITUTIONS B. FOUNDATION TYPE Any materials or products submitted for approval that are B. MANUFACTURERS LITERATURE 1. Spread Footing. different from the material or products specified in the Submit two copies of manufacturers literature for all 2. Allowable Soil Bearing Pressures: 3000 PSF structural contract documents will be approved only if the materials and products used in construction on the project. 3. Foundation shall be constructed using forms for all sides. following criteria are satisfied: 1. A cost savings to the Owner is documented and submitted with the request. (28) (7 Ea w/ E( A PLAN FOUNDATION ELEVATION FOUNDATION i Bar Cn) Mid—Footing 1/4" Washer 41/2 Square Levelin Top of Pedest 3/4" � N Doubl 3" � Hole (8 tot 3" � Grout H( RngpnlnfP PLAN BASE PLATE (BY PASSENGER BOARDING BRIDGE SUPPLIER) D ETAI L A 4'-6" from Terminal/Walkway (Typ.) and � Column hor Bolts gee Detail A. Column Rotunda ,-.a b e Grout Pad Top of Foundation ELEVATION BASE PLATE N REVISIONS CLIENT PROJECT SHEET TITLE ENGINEER OF RECORD: JOB NO,.: '100032356 DATE DESCRIPTION DRAWN: AEBINS „naPASSENGER BOARDING BRIDGE REPLACEMENT DESIGN: 01 HURRICANE TIE-DOVVN CHECKED: _CSS BID PACKAGE 2AUG 20,14 0111 1 AT mK"I N S Andrew E. Bolin, PE DATE: forr' PAVEMENT 401 r cairi d o S a i FL P.E. No.: 73974 ............. ............. ............. ORLANDO SANFORD INTERNATIONAL AIRPORT LOCATION PLAN 482 South Keller Road Tel. (40�7) 647-72,75 Date: SAN FORD, FLORIDA Orlando, FL 32810 � Fax (407) 806-4500 MKINS North Arnefica, Im. C-7 01 www.-citkinsglobal.caryi/riortliarrierica 4030 Yle5lt Bay Scout bou!ovard, Suite 700 Tampa, FL 33607 DBPR Certificate of Authorizatioa No. 24 ry It E RATCHET TYPE LOAD BINDER WITH 8" OF TAKE UP GRAB HOOK TIE—DOWN PAVEMENT ANCHOR F)AC,C 7 KI/�C'D DnADFlIKI(" �.. PASSENGER BOARDING / r BRIDGE TIE—DOWN -� ANCHOR POINT -_� UNDERSIDE OF PASSENGER / BOARDING BRIDGE ATTACHMENT / SHACKLE I PASSENGER BOARDING BRIDGE TIE—DOWN ANCHOR POINT PAVEMENT TIE—DO,WN ANCHOR CHAIN (EACH CHAIN TO BE SUPPLIED WITH 1 CONNECTOR AND 1 RED WARNING STREAMER, 3' EACH, LABELED "REMOVE BEFORE OPERATING BRIDGE") TIE—DOWN HURRICANE TIE -DOWN KIT DETAILS SCALE: NTS EXISTING PCC N X Q r a. CL EXCAVATE APF OF EXISTING SC"I,..r„ %�w, , AND BACKFILL WITH P-0'10 PCC PLAN VIEW 12" m INSTALLATION NOTES FOR ANCHOR IN EXISTING PAVEMENT: 1. BEFORE CORING ANY HOLES, ENSURE THAT THE NEAREST CONCRETE JOINT IS NO CLOSER THAN 3' FROM THE CENTER OF ANY PRO,P'OSED CORE HOLE. 2. CORE THREE (3) '12" HOLES WITH THE DWN HOLES OVERLAPPING 1.5". ORIENT SERIES )R OF CORES PARALLEL TO THE NEAREST CONCRETE PAVEMENT JOINT. 3. EXCAVATE APPROXIMATELY 4" OF SUBGRADE UNDER PCC PAVEMENT AROUND CORED AREAS TO PROVIDE ROOM TO ROTATE TIE—DOWN ANCHOR BAR INTO FINAL POSITION. 4. INSERT TIE—DOWN ANCHOR BAR IH—LINE WITH CORED HOLES TO JUST BELOW THE BOTTOM OF THE EXISTING PCC PAVEMENT AND THEN ROTATE 90 DEGREES TO FINAL POSITION, 5. SUSPEND TIE—DOWN ANCHOR BAR IN PLACE AND BACKFILL HOLE WITH P-010 PCC (MAX. 3/4 AGGREGATE). VIBRATE CONCRETE TO ENSURE THAT ALL VOIDS BENEATH THE PAVEMENT ARE FILLED PRIOR TO FILLING THE FULL DEPTH OF THE CORE HOLES, C. WHILE CONCRETE IS STILL PLASTIC, CLEAR A HAND—SIZED OPENING THROUGH THE TIE—DOWN EYE BY HAND AND TEST TO ENSURE THAT CHAIN AND GRAB HOOK ARE ABLE TO PASS THROUGH. <1 Z IE --DOWN NCHOR AR PROFILE VIEW L BOTTOM OF EXISTING EXISTING FICC PAVEMENT EXISTING SUBGRADE HURRICANE T E -DOWN PAVEMENT ANCHOR EXISTING PCC PAVEMENT SCALE: NTS GENERAL NOTES: 1. SEE SHEET C-701 FOR TIE—DOWN PAVEMENT ANCHOR LOCATIONS. 2. TIE --DOWN ANCHOR BAR SHALL BE 1.25" AISI 4130. REVISIONS CLIENT PROJECT SHEET TITLE ENGINEER OF RECORD: OUB NO : •100032356 Aw DATE DESCRIPTION », PASSENGER BOARDING BRIDGE REPLACEMENT DRAWNDDESIGN:.. AEB ATKINs E. Bolla, PE BID PACKAGE 2ATKI N DA U CHECKED:._._.._ d ,� ,,d ti7� �� y�u�u�"a _ �1C1fe+,N TE: AUG 20'1�I ��' HURRICANE T I DOWN A ORLANDO SANFORD INTERNATIONAL AIRPORT FL P.E.No.:739711 f DETAILS 482 South Keller Road. I Tel. (407) 647-7275 Da1P: SAN FO RD FLORIDA Orlando, FL 32810 Fax (407) 806-4500 Kn%i5 NorthAmprica. Inc. C-750 WWW.atlunsglobal.com/northarnerica 4030 Vh t, Boy'icout Boulevard, Suite 700 Tampa, FL 33607 DBPR Certificate of Authorization No. 24 ELECTRICAL SYMBOL LEGEND BASIC MATERIALS BASIC MATERIALS CONT. SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION T❑ `'a SINGLE POLE SWITCH TRANSFORMER ONE -LINE DIAGRAM SYMBOL LEGEND (SUBSCRIPT INDICATES ITEM CONTROLLED) AUTOMATIC TRANSFER SWITCH 277/480V, 3D, 4W SUB -PANEL BREAKER 3 THREE-WAY SWITCH XXX AMPS LI� 30AR NON-FUSED DISCONNECT SWITCH, SIZE AS NOTED I i SWITCHBOARD OR ENCLOSED CIRCUIT BREAKER S4 FOUR-WAY SWITCH �J NF NF DENOTES NON-FUSED DISTRIBUTION BOARD Ll30AR FUSED DISCONNECT Ol CIRCUIT BREAKER ,M MANUAL MOTOR STARTER WITH OVERLOAD HEATERS 20AF LSI J AR DENOTES AMP RATING OF SWITCH O LSI INDICATES ADJUSTABILITY [' D DIMMER SWITCH AF DENOTES AMP FUSE SIZE OF THE FOLLOWING: (1500 WATTS UNLESS OTHERWISE INDICATED) MCP - MAIN BREAKER PANEL L -LONGTIME PICKUP & DELAY SIZE \ /- 40 POLES S=SHORTIME PICKUP & DELAY DUPLEX RECEPTACLE 3rJ/ 1=INSTANTANEOUS 7,7 COMBINATION MAGNETIC MOTOR STARTER, SIZE AS NOTED U 3R 3 POLE UNLESS OTHERWISE NOTED MAIN LUG ONLY PANEL Q � SIMPLEX RECEPTACLE (EWC DENOTES nn AUTOMATIC TRANSFER SWITCH ELECTRIC WATER COOLER. COORDINATE WITH EWC ENCLOSURE NEMA 1 UNLESS NOTED LJ EWC INSTALLER FOR MOUNTING HEIGHT) NEMA STARTER SIZE GROUND ELECTRODE & VFD VARIABLE FREQUENCY DRIVE GFCI/WP GFI RECEPTACLE. WP DENOTES WEATHERPROOF COVER, t—r BRANCH CIRCUIT PANELBOARD, SURFACE MOUNTED - GROUNDING ELECTRODE CONDUCTOR GROUND BAR BRANCH CIRCUIT CONDUIT CONCEALED ABOVE llJ U UTILITY COMPANY ST CIRCUIT BREAKER /--`� CEILING OR IN WALL, CONDUIT SHALL INCLUDE TRANSFORMER I W/ SHUNT TRIP PHASE, NEUTRAL AND GROUND CONDUCTORS CABLE TRAY AS REQUIRED FOR CIRCUITS (UNLESS OTHERWISE NOTED). SURGE SUPRESSOR JUNCTION BOX u T -X STEP-DOWN SS C3 =SERVICE ENTRANCE DEVICE GROUND OR GROUND ROD AS NOTED TRANSFORMER XX KVA C3 B3 = DISTRIBUTION BOARD DEVICE SIF— Ll CONDUIT SEAL -OFF FITTINGS 480V- A3 = PANELBOARD DEVICE —0 UP CONDUIT TURNING UP - 120/208V SS SURGE SUPPRESSOR C3 03 = SERVICE ENTRANCE DEVICE sDN CONDUIT TURNING DOWN B3 = DISTRIBUTION BOARD DEVICE FIRE ALARM A3 = PANELBOARD DEVICE ] CONDUIT STUB UPS ST SHUNT -TRIP BUTTON - FLUSH MOUNTED UNLESS ---------- EXISTING OTHERWISE NOTED NEMA 3R FOR EXTERIOR LOCATIONS MANUAL PULL STATION POWER CONNECTION TO EQUIPMENT NEW FIRE ALARM RELAY MAGNETIC MOTOR STARTER OR CONTACTOR SIZE AS NOTED 5 LOAD SUMMARY MOTOR CONNECTION, NUMBER DENOTES HORSEPOWER FV -F0 VARIABLE FREQUENCY DRIVE LIGHTING I--O—I FLUORESCENT STRIP FIXTURE FIXTURE DESIGNATION A� 2"'' CIRCUIT NUMBER FLUORESCEN'r FIXTURE a 1 LOWER CASE LETTER INDICATES CONTROL CIRCUIT SWITCH LEG EXIT LIGHT FIXTURE DIRECTION ARROWS AS SHOWN (SHADED QUADRANT INDICATES FACE(S) OF FIXTURE) I WALL MOUNTED EXIT LIGHT FIXTURE BATTERY PACK WITH TWIN HEADS SECURITY CR PROVIDE 3/4" C. UP TO CEILING. I K I PROVIDE 3/4" C. UP TO CEILING. ML MAGLOCK DS DOOR SWITCH YES POE FIXED SECURITY CAMERA (BY OTHERS) CCTV YES [=,I POE PTZ SECURITY CAMERA (BY OTHERS) PTZ E-222 SP YES "HIRSCH SCRAMBLE PAD" SWITCHBOARD fWISB" (EXISTING 'EXITING LOAD DOES NOT INCLUDE 3 AC UNITS THAT WERE SUKEQUENTLY ADDED IN ARE BEING REPLACED AS PART,OF THIS RD.10VATION PANEL r"1 !_1 "` EXIT>TINCa) CAPAr I T Y I LOAD- - ;REMOVED ; ADDED I RENOVA TION KVA �J0 44' FINAL LOAD DOES NO`FEXCEED PANEL CAPACITY PAI lEL "11 }Q:}" t'ANtL t r -Alb I INV I [-UAU, I LVAD i LUAU (EAU1G} CAPACITY j LOAD I REMOVEDI,' ADDED h RENO }<,�16\�1J£31 3A81 14iJ, 171p FINAL LOAD DOES NUT EXCEED PANEL CAPACITY PANEL "EDP" i iNGtLOAD j LOAD ;LOAD EXISTING;) CAPACITY I LOAD I REMOVED I ADDED ; RENOVATION --- ------------------ -----------FINAL ELECTRICAL DEMOLITION PLAN - LOWER LEVEL - E-212 ELECTRICAL DEMOLITION ENLARGED PLANS - LOWER LEVEL YES FINALLOAD DUES NOT EXCEED PANEL CAPACITY PANEL"IL01A" YES CAPACITY 1 LOAD IREMOVEDI ADDED !RENOVATION } VA -:3EJ1---------- -------------6-�----_--. 2at-------------- -- E-222 ELECTRICAL PLAN - UPPER LEVEL YES FINAL LOAD DOES NOT EXCEED`PANEL GAPAC'IIY SWITCHBOARD YES LOAD " �" CAPAGITY j LOAD f REPflOVED' ADDED REh1OVATlC1Pl KVA -------------- ___-- __-__ 3,3221 Ot Ot 1;1x0, 0 YES E-241 ELECTRICAL ONE -LINE DIAGRAM FINAL LOAD DOES NOT EXCEED SWITVHBOARD CAPACITY GENERAL NOTES: 1. THE WORK PRACTICES EMPLOYED ON THIS PROJECT SHALL AT ALL TIMES COMPLY WITH OR EXCEED THE LATEST ADOPTED EDITION OF THE NEC (NATIONAL ELECTRICAL CODE). ELECTRICAL CONTRACTOR SHALL PROVIDE ALL REQUIRED LABOR, MATERIAL, EQUIPMENT, INSURANCE, TOOLS, PERMITS, INSPECTIONS, ETC. TO PERFORM THE PROJECT ELECTRICAL WORK AS PER NEC, LOCAL AGENCIES, AND OWNER REQUIREMENTS. 2. A COPPER EQUIPMENT GROUNDING CONDUCTOR, SIZED AS PER TABLE 250-122 OF THE 2008 OR LATEST ADOPTED NEC, SHALL BE INSTALLED IN EVERY RACEWAY AND EFFECTIVELY TERMINATED AT EACH DEVICE. UNLESS NOTED OTHERWISE, MINIMUM WIRES SIZE FOR PHASE, NEUTRAL AND GROUND SHALL BE #12AWG AND MINIMUM CONDUIT SIZE SHALL BE 3/4". 3. ALL CONDUCTORS SHALL BE STRANDED COPPER TYPE THHN/THWN-2 UNLESS NOTED OTHERWISE. 4, CONTRACTOR SHALL FIELD VERIFY LOCATION AND POWER NEEDS OF EQUIPMENT WITH OWNER'S REPRESENTATIVE (REVISE BRANCH 'CIRCUITS AS REQUIRED) 5. OUTLET AND JUNCTION BOXES SHALL BE PROVIDED AS PER NEC REQUIREMENT ACCORDINGLY TO THEIR LOCATION. 6. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CUTTING AND PATCHING REQUIRED TO PERFORM THE ELECTRICAL WORK. OWNER/GENERAL CONTRACTOR SHALL BE NOTIFIED BEFORE STARTING ANY CUTTING AND PATCHING, AND SHALL BE DONE IN SUCH A MANNER THAT WILL NOT AFFECT THE BUILDING STRUCTURE. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE AS A RESULT OF THE CUTTING AND PATCHING AND SHALL PROVIDE A CODE COMPLIANCE SOLUTION TO RESTORE THE DAMAGED SYSTEMS AT NO EXTRA CHARGE, 7, ELECTRICAL CONTRACTOR SHALL FOLLOW OWNER/GENERAL CONTRACTOR, NATIONAL AND LOCAL AGENCIES, ETC. SAFETY REGULATIONS PROCEDURES. ELECTRICAL CONTRACTOR SHALL PROVIDE ADEQUATE EQUIPMENT AND WORKING AREA PROTECTION TO PREVENT INJURIES TO PEOPLE AND DAMAGE TO PROPERTY. 8. ELECTRICAL CONTRACTOR SHALL FULLY TEST ALL ELECTRICAL SYSTEMS UPON COMPLETION OF WORK. 9. IT IS THE BIDDER'S RESPONSIBILITY TO INSPECT THE PROJECT SITE AND CONSTRUCTION DOCUMENTS PRIOR TO BIDDING. FAILURE TO DO SO SHALL NOT RELIEVE THE ELECTRICAL CONTRACTOR TO COMPLY AND PERFORM IT IS WORK RESPONSIBILITIES UNDER THIS CONTRACT. '10. LABEL EACH SWITCH, RECEPTACLE, PANEL, AND JUNCTION BOXES WITH SOURCE PANEL AND CIRCUIT NUMBER. 11. VERIFY PHASE ROTATION ON ALL THREE-PHASE EQUIPMENT (DISCONNECTS, RECEPTACLES, ETC.) '12. ALL CIRCUIT BREAKERS SHALL BE BOLT -ON TYPE. CIRCUIT BREAKERS PROTECTING POWER PANELS, TRANSFORMERS, AND MOTORS SHALL BE 100%. CIRCUIT BREAKERS PROTECTING HEATING, AIR CONDITIONING AND REFRIGERATION EQUIPMENT SHALL BE HACR RATED, 13. ALL POWER AND COMMUNICATION DISTRIBUTION CONDUITS AND HOME RUNS SHALL BE RUN ABOVE THE BOTTOM OF TRUSSES TO AVOID FIRE RATED WALL PENETRATIONS. IF A FIRE WALL PENETRATION IS REQUIRED, THE ELECTRICAL CONTRACTOR SHALL USE AND PROVIDE A WALL PENETRATION PROCEDURE AND INSTALLATION APPROVED BY THE A.H.J. FOR THE FIRE RATED WALL TO BE PENETRATED, THE OWNER'S INTENT IS TO PHASE THE WORK SUCH THAT ONLY 2 GATES ARE OUT OF '14. SERVICE AT ANY GIVEN TIME. THE PROPOSED SEQUENCE OF WORK IS: PHASE 1 - GATES 7 & 8 PHASE 2 - GATES 9 & 10 PHASE 3 - GATES 11&'12 ELECTRICAL INDEX - PACKAGE NO. 2 SHEET NUMBER DESCRIPTION ISSUED E-201 ELECTRICAL LEGEND YES_ E-211 ELECTRICAL DEMOLITION PLAN - LOWER LEVEL YES E-212 ELECTRICAL DEMOLITION ENLARGED PLANS - LOWER LEVEL YES E-2'13 ELECTRICAL DEMOLITION PLANS - UPPER LEVEL YES E-221 ELECTRICAL PLAN - LOWER LEVEL YES E-222 ELECTRICAL PLAN - UPPER LEVEL YES E-231 ELECTRICAL ENLARGED PLANS YES E-232 ELECTRICAL ENLARGED PLANS YES E-233 ELECTRICAL ENLARGED PLANS YES E-241 ELECTRICAL ONE -LINE DIAGRAM YES E-242 SCHEDULES YES E-243 DETAILS YES REVISIONS CLIENT PROJECT SHEET TITLE ENGINEER OF RECORD: JOB NO.: 100032356 DATE pI)` GIIIliI11LN L'i)��II'� Illilpldi �,"" pVIlI`ulill"i'w'Ii DRAWN: LF DESCRIPTION I VIIpIIIIIII Vllllllll , I 'Ill, �lhiullllll,pl PASSENGER BOARDING BRIDGE REPLACEMENT ELECTRICAL LEGENDIililflilllu �,rl�'II �r,nl ��1r ts�l DESIGN: LF G H f 9,� d��,,IIU I,�'��ytiII I I '61 I � �u�' � a i � (yie lull, CHECKED: ,1. Iyl'I ql llllll III` f1fIIF'Gj Iwo ISI N�V�j r 2014 BID PACKAGE 2"'a,rl?I 7t, ICII,I �� 1I�Illpy'l'llli [DBPR ry F. Heinnc,h, PE DATE: AUG,��x � �.IISII��u�� C.," a �� aI�? irl �I� D INTERNATIONAL AIRPORT �I��III�� .��I��ORLANDO SANFOR da P.E. No. 47215 q+Ill�lli�l,uA 482 South Keller Road Tel. 407 647-7275 : SANFURD, FLORIDA Orlando, FL 32810 Fax (407) 806-4500 E-201 S North America, Inc. www.atkinsglobal.com/northamerica est Boy Scout Boulevard, Suite 700 g , FL 33607 — — Certificate, of Authorization No. 24 ELECTRICAL DEMOLITION PLAN -LOWER LEVEL SCALE: 1" = 50'-0" / /'1 HQ'1-7,9,'1'1 � \ PBB / \400HZ CONVERTER �4 MSB -7,9,11 \ \,\ACUNIT— ` GATE 7 \ SSB—UPS1-5�` ELECTRICAL DEMOLITION PLAN 6�D_ GATE 7 SCALE: 1/8" = 1'-0" \\ PBB 1HQ1-13,15,17 400HZ CONVERTER o MSB 13,15,7 AC UNIT --------- GA E8 3 4 / U GENERAL DEMOLITION NOTES '1. ALL DEVICES AND EQUIPMENT SHOWN ON THIS PLAN ARE EXISTING. REFER TO SYMBOL LEGEND FOR DESCRIPTION. 2. EXISTING CONDITIONS SHOWN IN THIS DRAWING ARE TAKEN FROM ORIGINAL DRAWINGS AND FIELD INVESTIGATION. ALL EXISTING CONDITIONS MUST BE CONFIRMED PRIOR TO BID" FIELD CONDITIONS SHALL GOVERN. 3. ALL CONDUITS/RACEWAYS SERVING OTHER SPACES THAT RUN THROUGH THE PROJECT AREA SHALL REMAIN ACTIVE DURING THE CONSTRUCTION, SO AS NOT TO CAUSE ANY DISRUPTION TO THESE OTHER SPACES. IT IS THE CONTRACTOR'S RESPONSIBILITY ENSURE THAT ALL CONDUITS, NEW OR EXISTING, WITHIN THE PROJECT AREA ARE PROPERLY SUPPORTED AND PROVIDED W/ BONDING BUSHINGS IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. 4. ALL ITEMS REMOVED UNDER THIS PROJECT SHALL BE DISPOSED OF OR TURNED OVER TO THE OWNER AT THE OWNER'S DISCRETION. KEYED NOTES 10 CIRCUIT NUMBERS PROVIDED FOR REFERENCE ONLY. CONTRACTOR SHALL INVESTIGATE AREA AND CIRCUITS TO BE DEMOLISHED. CONTRACTOR SHALL TRACE CIRCUITS TO VERIFY AND DETERMINE CIRCUIT DESIGNATION OF EXISTING DEVICES. CONTRACTOR SHALL UPDATE PANELBOARD SCHEDULE FOR ALL PANELS AFFECTED BY RENOVATION, O DEMOLISH THE CIRCUIT DIRECTLY ASSOCIATED WITH THE EQUIPMENT BEING DEMOLISHED IN ITS ENTIRETY BACK TO THE SOURCE SWITCHBORD "MSB" LOCATED ON THE ELECTRICAL RM #106. O DEMOLISH WIRING BACK TO THE SOURCE SWITCHBOARD "MSB" LOCATED IN ROOM #106 FOR ALL EQUIPMENT BEING DEMOLISHED. 0/ KEEP IN PLACE EXISTING 3" CONDUIT AND 2" CONDUIT DIRECTLY ASSOCIATED WITH THE EQUIPMENT BEING DEMOLISHED. 5 DEMOLISH CCTV CAMERAS, SECURITY AND TELEPHONE HARDWARE, DEMOLISH WIRING/CONDUIT BACK TO THE NEAREST ACCESSIBLE J -BOX, FOR RECONNECTION OF NEW DEVICES AT NEW BRIDGES. CONTRACTOR SHALL COORDINATE IN FIELD NEW LOCATION PRIOR TO INSTALLATION. 0 KEEP CONDUIT DIRECTLY ASSOCIATED WITH "PBB" MOTOR BRIDGE, CONTRACTOR SHALL DEMOLISH EXISTING DISCONNECT IN ORDER TO RECONNECT NEW ELECTRICAL EQUIPMENT FOR NEW MOTOR BRIDGE. U REMOVE BOX TO UNCOVER EXISTING CONDUITS AND DEMOLISH CONDUCTOR BACK TO THE SOURCE. ENSURE THAT ALL THE EXISTING CONDUITS TO REMAIN ARE PROPERLY SUPPORTED IN ACCORDANCE WITH THE PROJECT ��\\ SPECIFICATIONS. 0/ RELOCATE EXISTING TRANSFORMER SUSPENDED FROM STRUCTURE ABOVE TO NEW LOCATION AS SHOWN ON SHEET E-221. \ UPS1_5;// / �v<\N i CCTV 4 EXISTING ELECTRICAL RM #106 -DEMOLITION SCALE: 1/8" = 1'-0" ELECTRICAL DEMOLITION PLAN @GATE 8 (� SCALE: 1/8" = 1'-0" REVISIONS CLIENT PROJECT SHEET TITLE ENGINEER OF RECORD: JOB NO,: 100032356 1 y > .I„P ip"{p •. q"i �iN"uI11 N�III 1116 � Il xl{� 1 'LII LF DATE DESCRIPTION til„u' Idyl 911111VI11lIIIIIuI” Ipiindiil6tlm1,191u I,q l II �' Illlhl4'llil °!hu11111iIVll,lgr Ill tI, kw'�,;�� DRAWN: PASSENGER BOARDING BRIDGE REPLACEMENT ELECTRICAL DEMOLITION I�I'kl1u �I.INIyI17 �,uI,�,NI��, +,' VVIIIIIa�j WIhIII 11Iilll IIII�IyI� yillll'II! yr �. IIIIiII, Ultlfl gIV,ITI X11 tt�;r DESIGN: LF �� gIII�� I GIS III �4 �Illlllr � �I 1 k V ullil'II„I+1i I�� 6I1, Ru 4141u ppllp 1 f IIID y I�ti F 1 11N IIII�1''' F, IIIIIII, BID PACKAGE 2 y yI I ) �! `'” � �", luu � 4� ��iI4Ip',„• �+II ��,� ��I� t,II 4�`yIIfI��', 41P�,II ��t,� I1�IIIa�g11ppp�� LHELf\ED: �,. {f.. dry III N IIIc IY I' �i� �� ' li I Wd,pI 46� {�li� r "� ;+ i`•tir 1# r,� PLAN L®WER LE1/ELs wli6 Y51 Rj1gllrNm1v ,a,I!I17iIIIr11 DATE. gJ(��014 �m�v+F'1�' ,� k�l� � '��'�' �, ' � �l P "t�, Hyl. Clh” 4' V'�' II fi 4fl ,"uu�� fi � F �ih ao u� s >p ��, � � „ 1'�I I 1 � ��u«' '�I'�� «,. !��p�� I°�' '��,.t!,� 1'�,ulti!�Y,�Ir,a�:�;,1 Geary F. Heinrich, PEA tl ORLANDO SANFORD INTERNATIONAL AIRPORT 482 South Keller Road Tel. (407) Fi47-7275 FloridaDP.E. No. 47215 1 SAN FORD, FLORIDA Orlando, FL 32810 Fax (407) 806-4500 A'rK[NS North America, Inc. www.atklnsglobal.com/northamerlca 4030 West Boy Scout Boulevard, Suite 700 Ta npa, FL 33607 DBPR Certificate of Authorization No. 24 / O>\ �\ \ \ 1HQ1 '19,21,23 ,� UPS1-5 r \� \ PBB 400HZ CONVERTER \ / ELECTRICAL DEMOLITION PLAN @GATE 9 (�) SCALE: 1/8" = 1'-0" I \ MSB -43,45,47 / \1HQ1-37,39,41 ELECTRICAL DEMOLITION PLAN SCALE: 1/8" = 1'-0" 400HZ CONVERTER GATE 11 I GATE 10 / MSB -25,27,291 �` \ 1HQ1-25,27,29 A \ i \ PBB 40047 CONVERTER AC UNIT V ELECTRICAL DEMOLITION PLAN @GATE 10 SCALE: 1/8" = 1'-0" GENERAL DEMOLITION NOTES 1. ALL DEVICES AND EQUIPMENT SHOWN ON THIS PLAN ARE EXISTING. REFER TO SYMBOL LEGEND FOR DESCRIPTION. 2. EXISTING CONDITIONS SHOWN IN THIS DRAWING ARE TAKEN FROM ORIGINAL DRAWINGS AND FIELD INVESTIGATION. ALL EXISTING CONDITIONS MUST BE CONFIRMED PRIOR TO BID. FIELD CONDITIONS SHALL GOVERN. 3. ALL CONDUITS/RACEWAYS SERVING OTHER SPACES THAT RUN THROUGH THE PROJECT AREA SHALL REMAIN ACTIVE DURING THE CONSTRUCTION, SO AS NOT TO CAUSE ANY DISRUPTION TO THESE OTHER SPACES. IT IS THE CONTRACTOR'S RESPONSIBILITY ENSURE THAT ALL CONDUITS, NEW OR EXISTING, WITHIN THE PROJECT AREA ARE PROPERLY SUPPORTED AND PROVIDED W/ BONDING BUSHINGS IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE: 4. ALL ITEMS REMOVED UNDER THIS PROJECT SHALL BE DISPOSED OF OTURNED OVER TO THE OWNER AT THE OWNER'S DISCRETION. KEYED NOTES l) CIRCUIT NUMBERS PROVIDED FOR REFERENCE ONLY. CONTRACTOR SHALL INVESTIGATE AREA AND CIRCUITS TO BE DEMOLISHED. CONTRACTOR SHALL TRACE CIRCUITS TO VERIFY AND DETERMINE CIRCUIT DESIGNATION OF EXISTING DEVICES. CONTRACTOR SHALL UPDATE PANELBOARD SCHEDULE FOR ALL PANELS AFFECTED BY RENOVATION. 02 DEMOLISH THE CIRCUIT DIRECTLY ASSOCIATED WITH THE EQUIPMENT BEING DEMOLISHED IN ITS ENTIRETY BACK TO THE SOURCE SWITCHBOARD "MSB" LOCATED ON THE ELECTRICAL RM #106. DEMOLISH WIRING BACK TO THE SOURCE SWITCHBOARD "MSB" LOCATED IN ROOM #106 FOR ALL EQUIPMENT BEING DEMOLISHED. \ KEEP IN PLACE EXISTING 3" CONDUIT AND 2" CONDUIT DIRECTLY ASSOCIATED WITH THE EQUIPMENT BEING DEMOLISHED. O5 DEMOLISH CCTV CAMERAS, SECURITY AND TELEPHONE HARDWARE, DEMOLISH WIRING/CONDUIT BACK TO THE NEAREST ACCESSIBLE J -BOX, FOR RECONNECTION OF NEW DEVICES AT NEW BRIDGES. CONTRACTOR SHALL COORDINATE IN FIELD NEW LOCATION PRIOR TO INSTALLATION. \ KEEP CONDUIT DIRECTLY ASSOCIATED WITH "PBB" MOTOR BRIDGE. CONTRACTOR SHALL DEMOLISH EXISTING DISCONNECT IN ORDER TO RECONNECT NEW ELECTRICAL EQUIPMENT FOR NEW MOTOR BRIDGE. ELECTRICAL DEMOLITION PLAN @GATE 12 (�[ SCALE: 1/8" = 1'-0" REVISIONS CLIENT PROJECT SHEET TITLE ENGINEER OF RECORD: gl�y�liy�llfiu�i{wr� ikars yiifrul<hi N. u 9F,� JOB NO : �10 0 0 32- 356 I�h�tdl1111l1V� tvM DRAWN: LF DATE DESCRIPTION h LFPASSENGER BOARDING BRIDGE REPLACEMENT ELECTRICAL DEMOLITION DESIGN: CHECKED: GH 14 BID PACKAGE 2 Geary. Heinrich, - PE DATE: �201 Organd oSr��t�„fd ORLANDO SANFORD INTERNATIONAL AIRPORTENLARGED PLANSo 192 Florida P.E. No. 47215 LOWER LEVEL482 South Keller Road Tel. (407) 647-7275 Date: SANFORD, FLORIDA Orlando, FL 328' Fax (407) 806-4500 ATKINSNorth Amedut,Inc. www.atkinsglobal.com/northamerica 4030 West Boy SCout Boulevard, Suite 700 Tampa, FL 33607 DBPR Certificate of Authorization No. 24 ELECTRICAL DEMOLITION PLAN - UPPER LEVEL - 2 SCALE: 1 " = 50'-0" KEYED NOTES 1O PRIOR TO THE DEMOLITION OF CIRCUITS WITHIN THE AREA, CONTRACTOR SHALL FULLY INVESTIGATE AREA AND CIRCUITS TO BE DEMOLISHED. CONTRACTOR SHALL TRACE CIRCUITS TO DETERMINE CIRCUIT DESIGNATION OF EXISTING DEVICES TO REMAIN, ENSURE THESE DEVICES REMAIN ENERGIZED AND PROVIDE NEW HOMERUN. U DEMOLISH THE CIRCUIT DIRECTLY ASSOCIATED WITH THE DEVICE BEING DEMOLISHED BACK TO THE NEAREST ACCESSIBLE J -BOX. O REMOVE EXISTING FIRE ALARM DEVICES. EXTEND WIRE/CONDUIT FOR NEW DEVICES TO NEW LOCATION AS INDICATED ON SHEET E222. O REMOVE ACCESS CONTROL EQUIPMENT FOR THE GATE AND TURN OVER TO OWNER'S REPRESENTATIVE REMOVE EXISTING CCTV, PAN -TILT -ZOOM SECURITY CAMERAS AND TELEPHONE FOR THE GATE AS INDICATED ON ARCHITECTURAL DRAWINGS SHEET A-202 AND TURN OVER TO OWNER'S REPRESENTATIVE. 0 REMOVE EXISTING ACCESS CONTROL EQUIPMENT AND DOOR POWER FROM EXISTING CIRCUIT. DEMOLISH CIRCUIT BACK TO THE NEAREST ACESSIBLE J - BOX. AND CIRCUIT AS INDICATED ON SHEET E-221. C ELECTRICAL PLAN -LOWER LEVEL C�) SCALE: 1" = 50'-0" TRANSF SUSPEN EXISTII` SUSPEI NEW LC KEYED NOTES O LOCATION OF EXISTING 3" AND 2" SPARE CONDUITS WHICH TERMINATE AT EXISTING GATES 7-12. UTILIZE THESE SPARE CONDUITS AS NOTED ON ELECTRICAL I -LINE DIAGRAM. EXISTING AND NEW ELECTRICAL ROOMS -LOWER LEVEL U SCALE: 1/8" = 1'-0" REVISIONS CLIENT PROJECT SHEET TITLE ENGINEER OF RECORD: JOB NO.: 100032356 J��r�jq" r'�l�Id I P psl, uk uV"`II _ LF ��DATE DESCRIPTION y 1f!l 4 PASSENGER BOARDING BRIDGE REPLACEMENT ELECTRICAL PLAN o �I�„t DESIGN: LF ld0�CHECKEDGHBID PACKAGE 2 LOWER LEVEL I Geary F. Heinrich, PE DATE: U 201._4 Orlandos' for Florida P.E. No. ORLANDO47215 SOAOT ._ ._.._. y 482 South Keller Road Tel. (407) 647-7275 Date: SANFORD, FLORIDA Orlando, FL 32810 Fax (407) 806-4500 ATKINSNorth America, Inc. • www.atkinsglobal.com/northamerica 4030 west Boy scout Boulevard, Suite 700 E g 2 2. Tampa, FL 33607 DBPR Certificate of Authorization No. 24 ELECTRICAL PLAN - UPPER LEVEL - 2 SCALE: 1" = 50'-0" ENLARGED ELECTRICAL UPPER LEVEL PLAN a GATE 11 SCALE: 1/8" = 1'-0" GENERAL NOTES 1. REFER TO ARCHITECTURAL ELEVATIONS FOR FINAL MOUNTING HEIGHTS OF ALL LIGHT FIXTURES AND DEVICES UNLESS NOTED OTHERWISE, ARCHITECTURAL ELEVATIONS SHALL DICTATE MOUNTING HEIGHTS OF ALL DEVICES AND FIXTURES. KEYED NOTES U CONTRACTOR SHALL EXTEND EXISTING CIRCUIT TO PROVIDE POWER TO THE PODIUM AND THE MONITORS AS INDICATED. RELOCATE EXISTING PULL STATION DEVICE FROM GATE #12 TO NEW LOCATION OF GATE #'11 AND CORRECT ANY LABELING OR REFERENCE AT THE CONTROL PANEL. 03 PROVIDE NEW J -BOX FOR DOOR POWER AND CIRCUITED AS INDICATED ON SHEET E-233 O PROVIDE NEW ADDRESSABLE DOOR RELAY WITHIN 3' OF DOOR FOR INTERFACE WITH EXISTING FIRE ALARM SYSTEM. EXISTING RELAY MAY BE RELOCATED AND REUSED IF AVAILABLE. O PROVIDE 3/4" CONDUIT STUB -UP FOR CCTV CAMERAS TO ACCESSIBLE CEILING SPACE. O CONTRACTOR SHALL EXTEND EXISTING TELEPHONE LINE TO PROVIDE SERVICE TO THE NEW PODIUM. REVISIONS CLIENT PROJECT SHEET TITLE ENGINEER OF RECORD: JOB NO.: _100032356 T I,UJI�huq iaiIi , all, l,�,•r' 1 pIi,,1"11�1 �flIur pIJu fi1VP lI �I"I III VI ,II �I',`"M11u4ou u,l l LFDATE DESCRIPTIONg TI�(lDRAWN: 'AiMINI, LF �ll DESIGNPASSENGER BOARDING BRIDGE REPLACEMENT ELECTRICAL PLAN = Slp gIl�'Iry CHECKED: GHBID PACKAGE 2 >1II�V V a� DATE: 2e14p UPPER LEVEL 1111111Gear F. Heinrich PE b�� ORLANDO SANFORD INTERNATIONAL AIRPORT Florida P.E. No. 47215 1�rkl d��r -72l5, �. Date:482 South Keller Road Tel(407)647 SAN FORD FLORIDA Orlando, FL 32810 Fax (407) 806-4500 7 ATfUN5 North America, Inc. — www.atkinsglobal.com/northamerica 4030 West Boy Scout Boulevard, sate 700 E2zz Tampa, FL 33607 DBPR Certificate of Authorization No. 24 POTABLE WATER DISCONNECT #2 HEATERS U1L1-49 POTABLE WATER DISCONNECT #1 MOTOR AND LIGHT q/ 1LQ1A-2 POTABLE WATEF POTABLE WA: DISCONNEC" HEATI 0f 1L' POTABLE WK DISCONNEC MOTOR AND LI( 4 '1 LQ' POTABLE WA ENLARGED ELECTRICAL PLAN 0) GAT SCALE: 1/8" = 1'.,0" IVERTER E z ENLARGED ELECTRICAL PLAN @GATE 8 � SCALE: 1/8" = 1'-0" 40C CONVERT 9 4 CONVEI C, AC UNIT 7)C2) PBB 1HQ1-7,9,11 120V JUNCTION BOX FOR BRIDGE LIGHTING SYSTEM. 1 LQ1A-1 NEMA 4X CABINET ELEVATION @GATE 7 SCALE: 1/4" = V-0" IT PBB 1 HQ'1-13,'15,'17 120V JUNCTION BOX FOR BRIDGE LIGHTING SYSTEM. II 1 A-3 NEMA 4X CABINET ELEVATION @GATE 8 SCALE: 1/4" = V-0" 1X CABINETO ELEVATION 2 @GATE 7 SCALE: 1/4" = 1'-0" :ABINET 9 ELEVATION 2@ GATE 8 SCALE: 1/4" = V-0" KEYED NOTES U SEE ELECTRICAL ONE -LINE DIAGRAM FOR ADDITIONAL INFORMATION. O PROVIDE NEW 3 POLE, 480V, 3-PHASE CIRCUIT BREAKER IN NEW SWITCHBOARD MSB2 LOCATED IN ELECTRICAL ROOM 4106. TO FEED 400HZ CONVERTER DISCONNECT AND AC UNIT DISCONNECT. REFER TO SHEET E-221 FOR FURTHER INFORMATION. 0 FUSE AS RECOMMENDED BY EQUIPMENT SUPPLIER. O PROVIDE NEW 20 AMP, 1 PHASE, 120V, CIRCUIT BREAKER IN EXISTING 250AMP "1 LV PANELBOARD LOCATED IN ELECTRICAL ROOM #106. REFER TO SHEET E-221 FOR FURTHER INFORMATION. CIRCUIT BREAKER SHALL HAVE AN AIC RATING GREATER OR EQUAL TO PANEL. AND SHALL BE CIRCUITED AS INDICATED ON THE DRAWINGS. 17 �J RE -USE EXISTING J -BOX FOR DOOR POWER AND CIRCUIT AS INDICATED. PROVIDE NEW ADDRESSABLE DOOR RELAY WITHIN 3' OF DOOR FOR INTERFACE WITH EXISTING FIRE ALARM SYSTEM. EXISTING RELAY MAY BE RELOCATED AND REUSED IF AVAILABLE. O7 PROVIDE DUPLEX RECEPTACLE IN NEMA 4X ENCLOSURE FOR SECURITY EQUIPMENT. O MOUNTING PLATE PROVIDED WITH PBB PEDESTAL. PROVIDE NEMA 4X, 48"X48"X12" (2) DOOR BOX AND MOUNT ON BRACKET PROVIDED WITH PBB PEDESTAL. 10 PROVIDE 120V, 1 PHASE CIRCUIT FOR ACCESS CONTROL EQUIPMENT AND CIRCUIT AS INDICATED, 11 PROVIDE 120V, 1PHASE CIRCUIT FOR PTZ CAMERAS. INSTALL J -BOX ON STRUCTURE BELOW 1 ST FLOOR OR AS DIRECTED BY OWNER. CAMERA LOCATIONS WILL BE PROVIDED BY THE OWNER. REVISIONS CLIENT JPRO,ECT SHEET TITLE ENGINEER OF RECORD: JOB NO.: 100032356 DATE DESCRIPTION - l N a my, Iu rl i' "y 7'"r sll "..gyp gg ��i uu�^;d"' pu't�r 1' „�vitl'rG �4 � 4' � ��M @� "� LF ELECTRICAL ENLARGED ulll rn: DRAWN: SSENGER BOARDING BRIDGE REPLACEMENTIk�III,II d yr �lllw LF w �� 17awiu ��I+� � DESIGN: G FI Vi.. CHECKED: i BID PACKAGE �ii�lllw tlrllh4lhq �Il�i,y"��Iltl�l �Iw IIIII� 'i� ,i,�lul� I��s� ��{; ��I �. ISI IIiiMif i`' L �a ® �^a�, II LANS,DATE:�jJy ��l�,l��"�.�Iu,Geary F. Heinrich, PEL andoS' rd'a1�.1 � ' � I+� �u 5uiG4�i1 Pl�ll .'a� it I�iR: �wwll�wi4 . whu�4i, . i ,ail w ub� :�!�.�.�J�" ��RLANDO SAN FORD INTERNATIONAL AIRPORT Florida P.E. No. 47215 tyliffrpk 01 N 482 South Keller Road Tel. 407 647-7275 SANFORD FLORIDA Orlando, FL 32810 Fax (407) 806-4500 Date: 7 ( ATKINS North America, Inc. n* www.atkinsglobal.com/northamerica 4030 West Boy scout Boulevard, Suite 700 E231 g Tampa, FL 33607 DBPR Certificate of Authorization No. 24 POTABLE WATER CABINET POTABLE WATER DISCONNECT #1 MOTOR AND LIGHT 4 1 LWA-6 POTABLE WATER DISCONNECT 82 HEATERS GATE 9 NEMA 4X CABINET0 PBB AC UNIT 400HZ FREQUENCY CONVERETER E-232 5 E-232 0 3R 30AF \LQ1A-14 /\5 \ J, \ \ �, �•�r� 1 LQ1A-17\ \ ENLARGED ELECTRICAL PLAN @ GATE 9 I. 1 1r 1r SCALE: 1/8 = 1 -0 ENLARGED ELECTRICA SCALE- 1/8" = V-0" ,AB I N ET L PLAN @ GATE 10 j- 400HZ CONVERTER -- 1>2 G8_` AC UNIT 1\ 2 PBB 1 HQ1-19,2'1,23 �- - 120V JUNCTION BOX FOR BRIDGE LIGHTING SYSTEM. 1 LQ 1 A-5 - NEMA 4X CABINET 0 ELEVATION @GATE 9 SCALE: 1/4" = V-0" 400HZ CONVERTER — (1k2) 08-- 7 — AC UNIT 12 O ,` I Ol � r _ I I 7 — AC UNIT 12 O ,` Ol E.=:� 7:71— PBB X CABINETO ELEVATION 2 @GATE 9 SCALE: 1/4" = V-0" '1 HQ'1-25,27,29 — 120V JUNCTION BOX FOR BRIDGE LIGHTING EE- SYSTEM. 1 LQ'1 A-7 NEMA 4X CABINETO ELEVATION @GATE 10 SCALE: 1/4" = 1r-0" ABINETO ELEVATION 2 @GATE 10 SCALE: 1/4" = V-0" KEYED NOTES O SEIF ELECTRICAL ONE -LINE DIAGRAM FOR ADDITIONAL INFORMATION. 02 PROVIDE NEW 3 POLE, 480V, 3-PHASE CIRCUIT BREAKER IN NEW SWITCHBOARD MSB2 LOCATED IN ELECTRICAL ROOM #106. TO FEED 400HZ CONVERTER DISCONNECT AND AC UNIT DISCONNECT, REFER TO SHEET E-22'1 FOR FURTHER INFORMATION, U FUSE AS RECOMMENDED BY EQUIPMENT SUPPLIER. O PROVIDE NEW 20 AMP, 1 PHASE , 120V, CIRCUIT BREAKER IN EXISTING 250AMP "1L'1" PANELBOARD LOCATED IN ELECTRICAL ROOM #106. REFER TO SHEET E- 221 FOR FURTHER INFORMATION. CIRCUIT BREAKER SHALL HAVE AN AIC RATING GREATER OR EQUAL TO PANEL. AND SHALL BE CIRCUITED AS INDICATED ON THE DRAWINGS. O5 RE -USE EXISTING J -BOX FOR DOOR POWER AND CIRCUIT AS INDICATED. U PROVIDE NEW ADDRESSABLE DOOR RELAY WITHIN T OF DOOR FOR INTERFACE WITH EXISTING FIRE ALARM SYSTEM. EXISTING RELAY MAY BE RELOCATED AND REUSED IF AVAILABLE. O PROVIDE DUPLEX RECEPTACLE IN NEMA 4X ENCLOSURE FOR SECURITY EQUIPMENT. 08 MOUNTING PLATE PROVIDED WITH PBB PEDESTAL. 9 PROVIDE NEMA 4X, 48"X48"X'12" (2) DOOR BOX AND MOUNT ON BRACKET PROVIDED WITH PBB PEDESTAL. 10 PROVIDE 120V, 1 PHASE CIRCUIT FOR ACCESS CONTROL EQUIPMENT AND CIRCUIT AS INDICATED. 11 PROVIDE 120V, 1PHASE CIRCUIT FOR PTZ CAMERAS. INSTALL J -BOX ON STRUCTURE BELOW 1ST FLOOR OR AS DIRECTED BY OWNER. CAMERA LOCATIONS WILL BE PROVIDED BY THE OWNER. ouggaim REVISIONS CLIENT PROJECT SHEET TITLE ENGINEER OF RECORD: JOB NO.: 100032356 DATE DESCRIPTION ri"ti,flld ,s,l y� n e InI�II IIIIII�I��:I.IdIVI�Iii yIt 4 I II � 911aI�I,II� WilI�II�lIIlI�ip111' 1111II;II II6IdIH1 11 11111 E¢uri I�I I l II�ll�' i'11I°I l1�1W� 1Ii �1IplI ll1t ,�. l,�i�VI�IINjVrW DRAWN:i LF PASSENGER BOARDING BRIDGE REPLACEMENT ELECTRICAL ENLARGED DESIGN: BID PACKAGE 2 1111 0f, yjV ulgill CHECKED:G H Gear . Heinrich,FeinrichPE DATE:AUG, �, 2014dqu'Aari Al'1 �of "I � P ANS ;I,Florida P.E. No. 47215 x ed . -7275 Date: SAN FORD, FLORIDA Orlando, FL 32810 Fax 407 806-4500 �. ( ) ATKINS North America, Inc. _ www.atkinsglobal.com/northamerica 4030 Wet Boy Scout Boulevard, SUite 700 E-232 'rarnpa, FL 33607 DBPR Certificate of Authorization No. 24 POTABLE WATER CABINET U 1 3R 30AF 2 E-233 400 HZ FREQUENCY CONVERTER AC UNIT PBB 5 E-233 POTABLE WATER DISCONNECT #1 MOTOR AND LIGHT �l 1 LQ1 A-1004 c� POTABLE WATER DISCONNECT #2 HEATERS 1L1-65 O4 1LQIA-16 Cj10 (J) 1LQ1A-21 DOOR POWER NEMA 4X CABIN ENLARGED ELECTRICAL PLAN @GATE 11 SCALE: 1/8" = 1'-0" POTABLE WATER CABINET 1 J J 30AF 400 HZ FREQUENCY CONVERTER AC UNIT PBB 'OTABLE WATER DISCONNECT #1 MOTOR AND LIGHT I LQ 1 A-'12 T — POTABLE WATER DISCONNECT #2 HEATERS 1L1-69 04 1 LQ1 A-23 NEMA 4X CABIN ENLARGED ELECTRICAL PLAN @GATE 12 r-1> SCALE: 1/8" = 1'-0" COIAvcr%I cry 1 2 (D - — AC UNIT V'X 2 -- PBB 1 HQ1-31,33,35 op ,- NEMA 4X CABINET 120V JUNCTION BOX FOR BRIDGE LIGHTING SYSTEM. 1 LQ 1 A-9 ELEVATION @GATE 11 SCALE: 1/4" = 1'-0" 400HZ CONVERTER &D AC UNIT 1 2> -- PBB 1 HQ1-37,39,41 _ NEMA 4X CABINET 9 - — 120V JUNCTION BOX FOR BRIDGE LIGHTING -- SYSTEM. 1 LQ1A-11 ELEVATION @GATE 12 SCALE: 1/4" = 1'-0" CABINE70 ELEVATION 2 @GATE 11 SCALE: 1/4" = 1'-0" C CABINET(DJ ELEVATION 2 @GATE 12 SCALE: 1/4" = 1'-0" KEYED NOTES (1 SEE ELECTRICAL ONE -LINE DIAGRAM FOR ADDITIONAL INFORMATION. U PROVIDE NEW 3 POLE, 480V, 3-PHASE CIRCUIT BREAKER IN NEW SWITCHBOARD MSB2 LOCATED IN ELECTRICAL ROOM #106. TO FEED 400HZ CONVERTER DISCONNECT AND AC UNIT DISCONNECT. REFER TO SHEET E-221 FOR FURTHER INFORMATION. O FUSE AS RECOMMENDED BY EQUIPMENT SUPPLIER. O PROVIDE NEW 20 AMP, 1 PHASE, 120V, CIRCUIT BREAKER IN EXISTING 250AMP "'1 LT' PANELBOARD LOCATED IN ELECTRICAL ROOM 8106. REFER TO SHEET E-221 FOR FURTHER INFORMATION. CIRCUIT BREAKER SHALL HAVE AN AIC RATING GREATER OR EQUAL TO PANEL. AND SHALL BE CIRCUITED AS INDICATED ON THE DRAWINGS. 5 RE -USE EXISTING J -BOX FOR DOOR POWER AND CIRCUIT AS INDICATED. V PROVIDE NEW ADDRESSABLE DOOR RELAY WITHIN T OF DOOR FOR INTERFACE WITH EXISTING FIRE ALARM SYSTEM. EXISTING RELAY MAY BE RELOCATED AND REUSED IF AVAILABLE. O7 PROVIDE DUPLEX RECEPTACLE IN NEMA 4X ENCLOSURE FOR SECURITY EQUIPMENT. O MOUNTING PLATE PROVIDED WITH PBB PEDESTAL. O PROVIDE NEMA 4X, 48"X48"X12" (2) DOOR BOX AND MOUNT ON BRACKET PROVIDED WITH PBB PEDESTAL. 10 PROVIDE 120V, 1PHASE CIRCUIT FOR ACCESS CONTROL EQUIPMENT AND CIRCUIT AS INDICATED. 11 PROVIDE 120V, 1PHASE CIRCUIT FOR PTZ CAMERAS. INSTALL J -BOX ON STRUCTURE BELOW 1ST FLOOR OR AS DIRECTED BY OWNER. CAMERA LOCATIONS WILL BE PROVIDED BY THE OWNER. MSB2 (ROOM 1006) 2771480V, 3-PHASE, 4 WIRE 4000 A AIC 65,000 SQUARE D TYPE QED 2 300 ) 300 G -TT- N -t- (4) 350 KCMIL-<> (3) 350 KCMIL �`- 300AR 3 3R 400AF GATE 7 400HZ CONVERTER 3 300A 3R L 400AF (1)#410 1 TELECOMMUNICATIONS GROUNDBAR GNU "II" GND METAL BUILDING y UNDERGROUND METAL WATER PIPE FRAME/STRUCTURE ELECTRODES LIGHTNING PROTECTION SYSTEM DOMESTIC AIRPORT ELECTRICAL ROOM #106 13.2 kV SERVICE POLE NEW UTILITY ACJ UTILITY PAD MOUNTED METER Y, rY TRANSFORMER /�� FC 1500kva c 4000 300 ) 300 (4) 350 KCMIL- (3) 350 KCMIL (1)#4 (1)94 3"C 300AR 3 3R 400AF GATE 8 400HZ CONVERTER 3 300AR 3R L 400AF GATE 7 AC UNIT 300 I 300 (4) 350 KCMIL- (3) 350 KCMIL (1)114 (1)#4 T__3"C &- 3" C 300AR 33Ri I ZI 400AF GATE 9 400HZ CONVERTER 200AR 3 3R 200AF GATE 8 AC UNIT 11 SETS OF (4)9500 KCMIL IN EXISTING 4"C. 300 I 200 (4) 350 KCMIL rl (3) #310 (1)94 (1)#6 300AR 1 3 400AF3R GATE 10 400HZ CONVERTER 3 200A 3R L[ 200AF GATE 9 AC UNIT NEW BP 2 GATE 10 AC UNIT 300 �) 200 (4) 350 KCMIL-- (3)93/0 (1)#4 (1) 3.. C (� 2.. C C 3 300AR 3RLZ 400AF GATE 11 400HZ CONVERTER 200AR 3 3R4 200AF GATE 11 AC UNIT '13.2kV SERVICE POLE ONE -LINE DIAGRAM KEY NOTES T EXISTING (D REUSE EXISTING 80AMP, 480VOLT, 3PHASE CIRCUIT BREAKER IN EXISTING 1HQ1 600AMP PANELBOARD LOCATED IN UTILITY UTILITY PAD MOUNTED ELECTRICAL ROOM 4106. METER Yl TRANSFORMER C) NEW CONDUCTORS IN EXISTING CONDUIT. C� 1-114" RGS 1500kva CT O3 RE -USE EXISTING 3" CONDUIT AND PROVIDE NEW CONDUCTORS AND SIZED AS SHOWN ON DRAWINGS. EXTEND CONDUIT FROM EXISTING LOCATION TO NEW SWITCHBOARD MSB2 AS NEEDED. I O RE -USE EXISTING 2" CONDUIT AND PROVIDE NEW CONDUCTORS AND SIZED AS SHOWN ON DRAWINGS. . EXTEND CONDUIT FROM EXISTING LOCATION TO SWITCHBOARD MSB2 AS NEEDED. I I SS C3 9 5 PROVIDE NEW 3"CONDUIT FROM ELECTRICAL ROOM 9106 TO GATES #7,98 AND 99 AS SHOWN IN DRAWING E-221. ____- MSB (ROOM#106) ___;___-_______ EXISTING GENERATOR 7 U EXTEND 3" & 2" CONDUIT FROM GATE #1'1 LOCATION TO EXISTI NG277/480V, 3-PHASE, 4 WIRE 1 1000KW PROVIDE POWER FOR GATE #12. 4000 A ( 4000 60 i AIC 65,000 7 EXTEND 3" & 2" CONDUIT FROM GATE 912 LOCATION T O NEW SQUARE D TYPE QED 2 I O LOCATION OF GATE #11 AS SHOWN ON DRAWING E-221. INSTALL NEW 3 POLES CIRCUIT BREAKER IN EXISTING PANELBOARD SIZED AS SHOWN IN THE DRAWINGS. CIRCUIT 300 ) 125 c / I' i 300 300 150 I 400 1" 600 r_ i BREAKER SHALL HAVE AN AIC RATING GREATER OR EQUAL rO THE PANELBOARD, I I L - - - J- - - - - - - - i` - - - i I 9 PROVIDE CIRCUIT BREAKER AND WIRE SIZE AS (4) 350 KCMIL (3) #1-> > (4) 350 KCMIL-gyp 3 350 KCMIL-c? I RECOMMENDED BY THE SURGE PROTECTIVE DEVICE O r' 1 EXISTING MANUFACTURER. MINIMIZE LEAD LENGTH AND TWIST LEADS IN (1)#4 (1)#6 I (1) IA I (1)#�} 1 1 I I 1 I EDP EXISTING I - - -I - - - - - - - - - - - - CONDUITS. &-2" C I 3" C 3 C 1 1 1 r- - I - T-1 L1 I 277148UV, 3-PHASE, 4 WIRE 'I r— (ROOM 9106) 3 R '1'12.5 kVA I i� 1000 A UOAJR 3 i 1 �� 1000 I rYY) 480V �, 65,000AIC 300AR I 400AF I T� 1201208V 3 400AF 3R i 400HZ 6 j -#110 i i I - - -� - - - - - - -f - - - - - -� GATE 12 CONVERTER 400HZ CONVERTER i I i 400 600 EXISTING ? 3 125AR 3R 3 I 300AR 3R L ,�, I — � — —I — — — — — — — —I — — — — — — J I I � T-� I I I I 200AF I 400AF 1 /-� GATE 6 --- GATE 12 i AC UNIT AC UNIT I IL -------------------� - - - I I I I I 13P1 1 L1 1 (10,000 AIC) - EXISTING ATS -0 600 A ---------------------------------------------a } (ROOM9106) --_J I � I I-� ' EXISTING ATS -LS 1400 A I L rt pl I I _ 1HE 1 _ _ _ _ 1HQ(ROOM _1 _ EXISTING #10� — — _ _ —. _ — — — _ i_ — — — — — _.. — .--. - - 2771480V, 3-PHASE, 4 WIRE — � r — —. 277/480V, 3-PHASE, 4 WIRE i 400 A I I I 600 A I AIC 65,000 r------- SQUARE D TYPE HCM — i— - - -- — — — — — — — — — — { I — -r —t — — — — — T- — — — — T- — — — — — — 41 — — — —? — — — — -T — — — — — rl \ I 8080 \� 80 \ 0 80 \ 0 80 O 80 \ 0 80 r 0 50 J I ------i i i , 1 (3) #6 (3) #4-----> (�_ (3) #4 (3) #4— - (3) #4— _(3) #4« (3) #4—< (3) #4--< (1)410 (1)#8 j (1)#8 ��(1)#8 a-(1)#8 (1)#8 -(1)#8 (1)#8 1" C 11/2" C i '1 112" C 1 112" C 1 112" C 11/2" C 1 112" C 11/2" C T-1LQ1A - 30 kVA i 3 80AR 3R 80AR BOAR 80AR 80AR 80AR 80AR L - Y 480V 100AF 3 100AF 3R_ rZ 3 100AF 3R 3 100AF 3R 3 100AF 3R 3 100AF 3R 3 100AF 3R 1201208V i �� i \ ` \ (3) #2 I GATE 6 I (1) #8 PBB GATE 7 GATE 8 GATE 9 GATE 10 GATE '11 GATE 12 1 112" C PBB PBB PBB PBB PBB PBB L-------------- F BP 1 NEW BP 2 1LQ1A NEW BP 2 Lipill ING (L) ftECEPIACL1,S (R) ALL 0 IHHA 1,10 1 (I'M li (11) comil (C) 'L",4'CR SPARES (S) DRYI I n0R-CQJypI)1II IF LOAD (X) I I (KVA), C(Al 1. LOADIIEC I'ACill Ilivu) a Ji Name; MSB -EXISTING u,u TOTAL, PA,NEL CAPACITY: MAIN BREAKER 4000 Aw3 :3 PULE 3 PHASE Prilioct Name: SANFORD AIRPORT 125 2.1 %3 MAIN l AMPS 4 WIRE Project Nuirber: inn, I uJJ i A I u.IJ �QOY1120V FediFtorn: U)u 2166.5 Ji SURFACE I I x x 4WfP2-iTV 1'.00 0.0 UA I no u.6-- 2401-i2w On 0 u M 1,01) 11. 0 A B C c .11 C A, B. C 7�57116!W�'�� IDENTIFICATION 0 U LOADiPHASE I DREAKER LOAD,PIIASE JKV�) I., I I FICA TION 11111��10 7,Z� SPARE ;a Ll L 9 RECPTS EIRII 42 141_1� MEW 1-2 -1 11 C MOTOR &Ll(,-HT.GAMf7 2 R RECI 10 BRIDGE LGT SYSTEM GATE #8 1 I I RECPTS�EIRII 13 SPARE 4 0 S 2U. 6 Rr RECEPTS 12 too I [RIP NILES POLL'S I (tip A U 1 20 0,7 7- itilwasm R RECEI 14 SPARE 6 1.0 1 su.5F__ 101 :,lull .3 3 _51 50-1 5uiglm ' Rftffl 1 11 G AC UrIff 2 4 3 17 REOPTS EIRIDGErgG -0 3799M"7 I;o.o 11:1111tamn 1 RECEPTS Tziw,- 'Ju.3 20 ig RECIPTS81RIDOE #7 R 5 0.7, 1 zu BRIDGE LICIT SYSTEM GATE 1.111 R+RECEprs 116MINIIIIIN SPARE 10 SPARE S 21 Elfili 11013999 �R; 0411mill 2 1 2u 22.0 I SPACE (Il 0 1 2FIII 7 10-7-a 79955 1-� 3 1 - 77-7r SPACE 1,111i 20 26 51IVI H 1 1.0 311) 2 1 20 Ii'llimillitil !111181M'02016 7FRrc9PTS 26 ISPARE 14 11111IIIIIIIIIII111111 SPARI lu SPARE - 1 20 0.7 1111111111111t1w ZI) A 119MR IR 29 EF -6 m; 0.0 2Q I I �u ISPARE V IJ SPACE (Ill 0 M! :11111111111!11111�111111iiiiiiiiiiiiiiiiillillillillill�I 31 SW I jl� Aliffillila 20 Q,13 M I 1 zu 111111111111111l"IrgAw S SPARE Al [HIGA) �2 ISPARE! 15 00 ums .0 SPARE 1 1 20 0.7 , 10MNIc4i, rt REci 04 12 11,111110tolitallilltbill Q5 SPARE SPARE 1- 16 19 I'l 21 SPARE 1111111111111011111111111111111111111111111! MEW INI I1110010111Il - UJ SPARE zu lilpit,01AI MIPM Pfii:!W s. 10 SPARE 22 19 SPACE i V001 SPARE a _0 I iffiffi 7, 1 'III! 'T MAR0 SPACE (1 20 xmm MOM SPARE 24 20 23. liliiX`�'fI 01 SURGE SUPP SPACE 42 7555w - - 22-- 1.2 T 20 0 1111IM4,W0 �Wglliftolq 22 SPARE 2z - 7;� s 21 0.6 25 WACIE il 0 1.4 47 �iPACE K 3 3 SPARE 28 1.2 SPACE (100A) ZG . �PARE 1, 45 INA'i HEATER oI III 0 It i 1 U 20 I.0 'I R ' III IL LIF r WSW NNEW I 2u 29:l J I T WNW lfoRtm -:1555ittallill K 52 20 I 5-J W FEB. HEATER QATE#5 7111w t III �,MdNII 30 WNSWIM 31 SPACE I o 33 77w= 1 65 WATHkHEArErz0ATEfl0 H 1.5 16 zu a0lImffilttil SPACE fil 32 5S A 1, I 0 11 iTl',liti �N&Mal W110111100 if, 1.6 15 35, IN I EIREAKER 0, IINNIRISIN�l IRRIMI 14 61 SPACE Ti TOE HIR U WINE WNW 011111111111111 al I III 011111 36 0Q SPACE 7F955w 37 36 15ASPArE it sultu Sl SPACE all llsMFM -S 65 SPACE U4 11 :� 11,111111111ill 11 ". 7-11111 IpItpligIIIIIIIIII! SPACE [I MAI' 30 J� SPACE 136 '39 SVRGESUPP U.0 I'M 73- 15.7 WOW INBOUND DELT #2 CUSTOMS 16 3 SPACE 68 6.7- �9 SPACE 7-7- ILU 6.7 ill SPACE 70'_ 3TU IIIII 71 SPACE A Ila 0.0 3 72 WNW T995w -SPACE 1 44 0 5 .40 SPACE 74, 310 3.0, 11 3.0 6 __ :11111111 HIN W� 0.7 0 ENFUR 1§111111 3 "I "'10ill SPACE 76 77 SPACE fim,11,41A: 38 7-7 39 49 SPACE (NI 78 tildilit: 1 1 4111"1 ANNE" 79 SURGE SUPP SPACE 0,0 IIIIIIIIINIMIN 3t) vq7 "iliNm SPACE 11 ODA) 50 51 40 0.0 7 17, TJ 550ill awli Wilrw Mil 4.0 1, ISPAC 42 H6 '60.2 10.4 o.5 3.6- 51 55 WACE (li SPACE, i"O"Myliffi NNNIV%ig ti� W 3 3 :IllgigRM ]Ni!iW - WACE (1100A) 5_6 51 2IIIIIII11115IFF SIM NOW 50 5V OWR,�Ilili 6i Go _ILI_ S PA CE. (I i J J 4GA 11kimfi*10i'll 'PNI11301114ly U xFfl 2L2 62-- a lutt MNIIIII�IIIIIII "Mill0olhil 16A 0 61 h5 7---T-T g 0 �L.PANEL Q 67 SPACE (11 0 100 fil. 0 7915will '11IRRM011111til 0 PAHL1.2111 68 0 69 60 60.7 6U.7 I TT 71) 71 I.0 0 72 71 SPACE (400A) 3 3 86.1 MKININI N�rM.WqWr;f 0 PAIII 71 1101111blittill 86.7 i0imill 0 115 all Ai 1AIMil WISP tM01ABIN 79 SPACE l TUTTINT 3 J :225 16.0 T� PANE L 2L I fl-DAti sr 0 1 R) 00 81 474-"M7WW 0 a 02 03 ;wMw7ww9 1 -bu 0 8 1 ,05 SPACL ftm) J 3 4w 0AIIIIIIIIII fil`Aiq� W00. 0 PAIII 86 7 WEEK 0 7.6 130 1111111tUmile"IT 110101111011111111111111 -//.6 0 90 _444- Panel _Q 27.0 % -715 125 J 92 93 0 Lili:�lii�iii�iiE,l glum 11111111111P 11.1 4 0 9 1 5' ZT- wm� TWU Api 11.1 0 96 I P.At ul L (I li oil la Lw,') 0 13.u- 79ww clu 3 IGA _U PANEL 111,2 frRANSFIDIMIER) 9a 13.0 16.1 xgoml 0 iuu T 71FEW �Mwnlli wi 102, 103 22.1) JU011 3 lw 1 0 ATS 1 1011 IU5 22.0 ill0i �Xiffilldlhlill Gu.1 mimi'la Q, 106 107 79RUwoil!,!!!IllllllllllllllllllliiiilI IIIIIIIIHIMINIM 22.0 '11111111MCEIVAR, A 1600111111110111111t - 108 109 PANEL Iftil 0 �93 i Mal I lull 3 3 600 1,18.0 A 'N't �wll 0 04 fvrs 0 Ila ��Ildll 55.5 11 8.0::Ill!llllll!llll�i��ii�11111�Illilililll�ill�ilillillI 0 113 T _; T, T9 _W5W, l TJ.3 1595991 lrl�,Q 0 115 PAHI 1 0 Il �,090091111111 _10.0 100- 3 J ILI 11.9, WNW T-lbi 0 PAIIII L 2112 1111. 111111111111HWO 11.9, WMSMLI 0 I IV: U 7719= 7E7,7- 10J) ___T_ MA- 11.9 V U0 121 1 Xffl ILI I Eu WiRiw illi�IIIIIIIIIIIIIIIIIIIIIIllilliilliii�lh�ii�lig 0 PANEL 211 _�IZ _12�_ 11599i5w ,-a 7977NE 124 125,1- F�9�751� 11.0 MRigg 126, 1 20�_I_ 206.1 296.1 651.6 C,51.6 65 I.G Lipill ING (L) ftECEPIACL1,S (R) ALL 0 IHHA 1,10 1 (I'M li (11) comil (C) 'L",4'CR SPARES (S) DRYI I n0R-CQJypI)1II IF LOAD (X) I I (KVA), C(Al 1. LOADIIEC I'ACill Ilivu) a Ji I.B_ u,u TOTAL, PA,NEL CAPACITY: I U.0 _-L-0 1.7 125 2.1 %3 Lull o -I 5 inn, I uJJ 1.00 u.IJ 2.!aL1.z U)u 2166.5 Ji '1�00 11 1 1'.00 0.0 UA I no u.6-- 0,0 On -I I'll u M 1,01) 11. 0 PA� I El Q ON N EC T I Q L CIA Q: 24157.2 1 PA ' NEI. DEMAND LOAD 2220.9 KVA PAP)JEL'AMPACI [Y (DEMAND) 2q19,8 AMPS TOTAL, PA,NEL CAPACITY: 3�211,15 KVA. rOTAL PANEL AMPACITY; 4000.0 AMPS Name.: EDP -EXISTING - MAIN BREAKER: 1000 AMPS 'J POLE 3 PHASE Project Name: �ANFORD AIRPORT MAIN LUGS: AMPS WIRE Project NUmber: A. 1. C. : U5,000 AMPS 208Y/120.V Fil From; SURFACE MTD: x x 480'0270 FLUSH 1 24011 ZOV 0 NEC 010 0,0. A I) TRIP K Q-0 T T IDENTIFICATION LI LOADIPHASE (KVA) cukVIT BREAKER 0 LOADIPHASE (KVA) IDENTIFICATION T 0.0 70. 1.00 708.2 0.0 '1�00 I 0.0 1.01) 0.0 07Q I - DO 0.0 0.0 1.01) .0.0 m A B. TRIP Pal Pl TRIP A B C 'J.0 .11 PAPIEL'IHIll A, B. C 7�57116!W�'�� 7 RE CEPTS 400 0,7 ij 077 Vmga RAI �q L zu 111! 11111��10 7,Z� SPARE ;a Ll 3 9 RECPTS EIRII 42 141_1� MEW 1-2 -1 1 20 MOTOR &Ll(,-HT.GAMf7 2 R RECI 10 BRIDGE LGT SYSTEM GATE #8 1 I I RECPTS�EIRII 13 SPARE 4 22.0 2U. 6 Rr RECEPTS 12 too 60.1 IP PECPT5 EIRII #4 77 1.2 Alitylillow;Nwol 20 1 1 20 0,7 7- itilwasm R RECEI 14 SPARE 6 1.0 1 _j5 _�Sfdl #1 R PANEL1HQ'I �IA AlIfillmn ININIA1100 5913 R RECEP]i 16 4 7 17 REOPTS EIRIDGErgG 5 SPARE V 11:1111tamn 1 RECEPTS is 1 20 ig RECIPTS81RIDOE #7 R 1,2 7-0-r 5,55,511 2U -7 0.7, 1 zu BRIDGE LICIT SYSTEM GATE 1.111 R+RECEprs 116MINIIIIIN SPARE 10 SPARE S 21 Elfili ;7-- 1.1) iu jjffggjj�� 2 1 2u 22.0 EPTS 22 - 1 2FIII 'IffiRami ""'m 79955 1-� SPARE 12 1 21.1 _TVNIN IA '13 SPARE 20 26 51IVI H 1 1.0 311) 2 1 20 Ii'llimillitil !111181M'02016 7FRrc9PTS 26 ISPARE 14 Ill SPARI 15 SPARE - 1 20 0.7 1111111111111t1w ZI) A 119MR IR 29 EF -6 m; 0.0 2Q I I �u ISPARE V ISPA RE '17 QO - 31 SW 21J jl� Aliffillila 20 Q,13 M 1 1 zu 111111111111111l"IrgAw S SPARE R Irwal �2 ISPARE! 00 ums 19 SPARE 1 1 20 0.7 , 10MNIc4i, rt REci 04 12 Q5 SPARE SPARE TKINNINZEUMF SPARE _20 19 , 21 SPARE QQ 3Q - UJ SPARE zu -7-- watimill T MIPM Pfii:!W s. 111111tilliVAIN"'i SPARE 22 :38 21, 23 SPARE a _0 I iffiffi 7, 1 SPACE 40 xmm MOM SPARE 24 20 23. 25 SURGE SUPP SPACE 42 .5 20 30 3 1.2 T 20 0.3 IIIJIMIIIIIIIIINIl SPARE 26 22 SPARE 2z - 3PARE s 0.6 URBINO 4G -20 1.4 47 �iPACE K 7,F=Tlap -Tii SPARE SPARE 28 1.2 R,REFRIG 29 . �PARE 1, 45 INA'i HEATER oI III It i 1 U 20 I.0 'I R ' III IL LIF r 6Q S I ..SPARE 30 7� I IM J I $PAPE 71-7-7T K 52 20 I 5-J W FEB. HEATER QATE#5 H t III �,MdNII S WNSWIM 2� 1.3 R 33 SPARE': 1 65 WATHkHEArErz0ATEfl0 H 1.5 16 zu 20.. illll,ilkwN �41AIIII111141N SPACE 5S S 1, I 34 11 iTl',liti �N&Mal W110111100 if, 1.6 15 35, IN I EIREAKER 0, SPACE SPACE 68� 60 30 61 SPACE TOE HIR iI�l��CIIlow 111111NI611111001 1111;11111111111 011111111111111 al I III 011111 36 0Q SPACE T 37 15ASPArE 20 SPACE 64 llsMFM -S 65 SPACE U4 11 :� 11,111111111ill 11 ". I 11 �I T J� SPACE 136 '39 SVRGESUPP 67 SPACE - 73- 15.7 WOW INBOUND DELT #2 CUSTOMS 16 3 SPACE 68 6.7- �9 SPACE 7-7- 41 6.7 ill SPACE 70'_ 3TU IIIII 71 SPACE A SPACE 49L 0.0 LIGHTING (L) RLCEPTA.CLES (R) LARGII MOTOR (M) ALL OTHER MOTORS (M) HEATING I COOLINQ (C) OTHER (0) ELEN.WfOR (V) SPARES (S) DRYERS I I NON-COINCIDI LOAD (X)' KITCHEN (K) 0' 1 LOAD (kvA) CONT. 11 LQAI FACTOR NE(i (KVA) '0.0 1.25 0.0 0.0 NEC 010 0,0. A I) TRIP 010 Q-0 1;00 0.0 0.0 1.00 0.0 0. 1,00 0.0 70. 1.00 708.2 0.0 '1�00 I 0.0 1.01) 0.0 07Q I - DO 0.0 0.0 1.01) .0.0 m 1.00. 0.0 PANEL CONNECTED LOAD: 'll KVA PANEL.DEIVIANQ LOAD. 708.2 KVA PANEL AMPACITY (DEMAND) 852-2,Al TOTAL PANELCAPACITY: 830.4 KVA TOTAL PANEL AMPACITY: '1000.0 AMPS LISHTING i RECEPTACLES I LARICI P40TOR (NI) Al-LorHER MOTORS I HEATII (H) REDUNDANT COCLINI OTHER (9) ELEVATOR (v) SPl I I I DRYERS t1i) NOI`J-COINCIDE�ff LOA D (X) KIl"HEN (K) (XI'111, LQAQ Namel 1L1-EX1ST1NG_ MAIN BREAKER: 26 0 AMPS POLEI PHASE 6.ANFORD AIRPORT Pr6ject I MAIN LUGS ' 4 WIRE Project NuffIlber: A ' J.C.: 10,000 AMPS x 2WYl Fed Frol SURFACE I X 4WY1277V FLUSH I 240JI20V 0 r K IDENTIFICATION 0 LOAWPHASE (K;VA) CIRCUIT BREAKER LICAOTHASE (KVA) C IDENTIFICATION K 0,0 A I) TRIP POLES PO�ESI TRIP A 0 �J I E-2 ryl 1.2 IM 2u 1 1 2IJ 1,0 10- 3.6, 1.00 -3-6 0.0 i E F4 1 21441,9143 0.7 -7 _2 ll _2U I.Q 4" llr,1211111' R 4 0.0 1,00 6' 1 F-1 ro *,Ik AlIZ 1 20 1 1 zo 'J.0 R Il LP 1'$ 6 A, B. C 7 RE CEPTS a 0,7 ij 077 Vmga RAI �q L zu 0.7 R RECEPTS ;a Ll C; 9 RECPTS EIRII 42 141_1� MEW 1-2 -1 1 20 MOTOR &Ll(,-HT.GAMf7 2 R RECI 10 BRIDGE LGT SYSTEM GATE #8 1 I I RECPTS�EIRII 13 111 RMAIII11111111111111 litillit*Mg 12 4 22.0 2U. iwo'Namir J111111111111IIIIIIII&IN I'0 Rr RECEPTS 12 too 2�.Q IP PECPT5 EIRII #4 77 1.2 Alitylillow;Nwol 20 1 1 20 0,7 7- itilwasm R RECEI 14 V 1.0 1 _j5 _�Sfdl #1 R illb H kOMi 1,2 7�h§tl -2 �IA I I 20 7RUill 1.0 8111tilill I Ilitl R RECEP]i 16 4 7 17 REOPTS EIRIDGErgG 5 20 V 11:1111tamn 1 RECEPTS is 1 20 ig RECIPTS81RIDOE #7 R 1,2 7-0-r 5,55,511 2U -7 0.7, 1 zu BRIDGE LICIT SYSTEM GATE 1.111 R+RECEprs "5 SPARE S 21 Elfili ;7-- 1.1) iu jjffggjj�� 2 1 2u 22.0 EPTS 22 - 1 2FIII 8 ""'m 79955 1-� - 1 21.1 _TVNIN IA RIRECEPTS 2.1 20 26 51IVI H 1 1.0 311) 2 1 20 Ii'llimillitil !111181M'02016 7FRrc9PTS 26 90 Ill SPARI H I1011 Ill k1wal - 1 20 0.7 1111111111111t1w ZI) A 119MR IR 29 EF -6 m; 0.0 2Q I I �u V ISPA RE R I RrC Ep"rq QO - 31 SW 21J jl� Aliffillila 20 Q,13 M 1 1 zu 111111111111111l"IrgAw S SPARE R Irwal �2 00 ums T�� !11111111111111IIIN" l 20 1 1 20 0.7 , 10MNIc4i, rt REci 04 12 Q5 SPARE SPARE TKINNINZEUMF 0 19 , 0 SPACE QQ 3Q - UJ SPARE zu -7-- watimill T MIPM Pfii:!W s. 111111tilliVAIN"'i SPACE :38 21, -19 �9 SPARE, a _0 I iffiffi 7, 1 SPACE 40 K SPARE SPARE 20 23. ACCESS CONTROL EQUIPIP12 21 - SPACE 42 .5 20 43 VIENDINI -VENDING. zu 1.2 T 20 0.3 R P41GRO 44 22 SPARE 45 2'3 3PARE s 0.6 T1 �_QFFE 4G -20 1.4 47 �iPACE K 7,F=Tlap -Tii SPARE 1 20 1.2 R,REFRIG 413 . �PARE 1, 45 INA'i HEATER oI III � 1150imili 15 _71-6 1 U 20 I.0 'I R ' III IL LIF r 6Q S I fT1_ ti HEATER GATE #S; -A 7� I IM 27, $PAPE 71-7-7T K 52 20 I 5-J W FEB. HEATER QATE#5 H t III �,MdNII S $PARE 2� 1.3 R 54 SPARE': 1 65 WATHkHEArErz0ATEfl0 H 1.5 16 zu 20.. illll,ilkwN �41AIIII111141N SPACE 5S S 1, I 57 'NATERIVEATER PAI #1; OP IwA'm HEATER GATE #12 11 iTl',liti �N&Mal W110111100 if, 1.6 15 51 IN I EIREAKER 0, SPACE SPACE 68� 60 30 61 SPACE TOE HIR iI�l��CIIlow 51 SPARE SPACE 62 0Q SPACE T SMIlIIIIIIIIIIII0111 15ASPArE 20 SPACE 64 llsMFM -S 65 SPACE U4 311 T SPACE 136 37 SVRGESUPP 67 SPACE - 73- 15.7 0 INBOUND DELT #2 CUSTOMS 16 3 SPACE 68 6.7- �9 SPACE 7-7- 30 6.7 ill SPACE 70'_ 3TU IIIII 71 SPACE A SPACE 49L SPACE 72 I AmifilIfifills, 7�3 SPACE 0] MAKE 0 .40 SPACE 74, 310 3.0, 11 3.0 6 __ 75 SPACE 0.7 0 ENFUR 1§111111 3 "I "'10ill SPACE 76 77 SPACE fim,11,41A: 38 7-7 39 511 ISPACE 78 tildilit: 1 1 4111"1 ANNE" 79 SURGE SUPP SPACE 0,0 IIIIIIIIINIMIN 3t) ....... ...... ISPACE 80. ru 40 0.0 7 17, 7-0- .0 550ill awli Wilrw Mil 4.0 1, ISPAC 42 H6 '60.2 10.4 o.5 3.6- ___U4 49 SPACE, LISHTING i RECEPTACLES I LARICI P40TOR (NI) Al-LorHER MOTORS I HEATII (H) REDUNDANT COCLINI OTHER (9) ELEVATOR (v) SPl I I I DRYERS t1i) NOI`J-COINCIDE�ff LOA D (X) KIl"HEN (K) (XI'111, LQAQ Coll I - FACFOR flLt; ItEi (KYA) 0.0 126 0.0 'JQ,9 _7FIEC 2 Q. _5 0,0 125 '10.0 3.7 1.00 �J 14.g 1.00 14.2 0.0, 1.00 '0.0 3.6, 1.00 -3-6 0.0 1.00 K r 9.0 ll 0.0 0.0 1.00 0) 0.0 1,00 0,0, 0.0 1 I.Q0 U.0 'PANEL CONNECTED LOAD: U.4 KVA PANEL IDEMAND LOAD 42.0 1 PANEL AMPACIT`Y (DENIANO) 1161 AMPS TOTAL PANEL �CAPACITY: :90.0 KVA TOTAL PANEL AMPACIT'(: 260.0 AMPS NOTES: 'LR43TALL NENI POLE cipcurr BEAKERS IN EXISTING SPACE AND SIZI INDICATED IN THE SCHEDULE. CIRCUIT EIREAKE . R.Sll HAVE AN All RAT]NG GREktEROR EQUAL To'PAII BOARD. Name.: 1HE'l-EXISTING MAIN BREAJ�El AMPS POLE, 3 PHASE PrOjer,( Nall SAil AIRPORT MAIN LI All 'MRI Pi 1`111.1111ribil A.I.C. : 66,boo All 208Y1120V Fed FII EDP SURFACE I x 4BOY1277V FLUSH I 240/1�QV 010 C K 0.0 C 1.25 0.0 0.0 C r T IDENTIFICATION D f IDENTIFICATION 0 U L( ?AUlPHASF. C.IRCUI r BREAKER LOADIPHASE: kVA) 0 iDF�4TFicATjl K r 0 I'll 2A Q.0 11.00 0.0 0.0 1,00 D 0.0 100 U.0 A. I C TRIP POLES FQLIES TRIP A, B. C I BRIDGE LGT SYSTEM GATE III L 1.0 NIIIIIA A Ll C; fRIP �OLES POLES 141_1� A MOTOR &Ll(,-HT.GAMf7 2 3 BRIDGE LGT SYSTEM GATE #8 1 1 FREGHT ELEVATOR V] 22.0 0' wa9vid; imAIIIiIIIIIIIN 1 vii ZI too 2�.Q TRIP POLES Poll TRIP A I 0 PANEL 2HE2 2 BRIDGE LOT SYSTEM GATE VJ 3 psfi V 1.0 1 22.0 JiVIIIIINION90 1 20 2Q 22-0 R§�IIIIIJIWM 4 0 . 0 MOrl LIGHT GATE#9 I 4 7 BRIDGE LGT SYSTEM oA:rE #10 5 1.0 V 11:1111tamn 22.0 1 20 'id 22.0 0 0.7, 9 BRIDGE LICIT SYSTEM GATE 1.111 1 7 SPARE S 20 20 DID 22.0 0 MOTOR & LIGHT GATEiPI 1 7== - 1 2FIII 8 ""'m illiffiII 9 SPARE LIGHTS 1 1 20 20 1.3 , Q MOTOR &LIGHT GATE41 2 12 220 j5UUF ACCESS CONTROL EQLI 0 IQ 90 Ill SPARI S_ 1� 1 20 ',1 -.6 779W ZI) A 119MR IR 22.0 15 S ACCES ONTROL EQUIP12 c) V ISPA RE S 20 11 _--n- 21J 20 1.0 Oil S SPARE 14 ACCESS CONTROL, EQUIl Yl 7 -0.5 30-- 2u 12 S SPARE 16 0 19 '17 0 o �1, 01 210 3Q MIND 20 zu 130 111 MIPM Pfii:!W s. SPARE '18 21, -19 0 a _0 I iffiffi 7, 1 20 2-0 K S SPARE 20 23. ACCESS CONTROL EQUIPIP12 21 - SPARE S'' .5 20 zu YIJ T 0.0 K, S SPARE 22 SPARE 19 2'3 3PARE s 2-0 -20 3 2u -20 1.4 K 5, SPARE 2-1 27 TPARE :25 . �PARE S 7- 211 20 20 1'.4 K S ISPARE 26 29 27, $PAPE 71-7-7T 20 20 20 t III �,MdNII S $PARE 2� S $11I 29 SPARE': S ilit�Io�ozo WINAM w zu 20.. :20 03 Tvg I I 1 S SPARE '30 26 51 IN I EIREAKER 0, 6.7 4wi:llillil,��l��ii,�i��i��l��;lili��R __77 30 211 1111lilliltilitIAMIN iI�l��CIIlow 51 SPARE U2 '29 T SMIlIIIIIIIIIIII0111 15ASPArE 20 WOW llsMFM -S SP8 RE U4 311 T Iffiffow 6.5 37 SVRGESUPP AIRMW 73- 15.7 0 INBOUND DELT #2 CUSTOMS 16 3 37l INBOUND, BELT #2 cUs r(i 6.7- TREWF 7-7- 30 6.7 3TU IIIII SPACE 49L t', I AmifilIfifills, 6.7 0] MAKE 0 .40 41 S PACE 310 3.0, 11 3.0 6 __ 37 0.7 0 ENFUR 1§111111 3 3 SPACE 42 43 fim,11,41A: 38 6.6 39 511 0 tildilit: 1 1 4111"1 ANNE" - SPACE 44 4 4.0 ru 40 17, 550ill awli Wilrw Mil 4.0 1, 42 H6 '60.2 49 SPACE, ti� W 9 :": 0�11110 !!!!! S P A QE 5�1 NOW 6i t I EIRE&KER a lutt MNIIIII�IIIIIII ILI 61 7---T-T g Iw) �L.PANEL Q 0 0 10.0 60 60.7 6U.7 I Name: I LQ1 A I 13REAki 100 AMPS 3 POLE 3 PHASE Project Nal SANFORD AIRPORT MAIN LUGS� AMPS 4 WIRE Project NUill A.I.C. : 10,000 AMPS x 208Y/120V Fed Frol 1FIE1 SURFACE I x 481 FLUSH MTD� 2401120V 010 NEC 0.0 1 1.25 0.0 0.0 C r T IDENTIFICATION D LOADIPHASE (KVA) CIRCUIT BREAKER LOADIPHASE (KVA) 0: IDENTIFICATION T .1.00 '10.8 0.0 E 0.0 2.0: I'll 2A Q.0 11.00 0.0 0.0 1,00 Q.0, 0.0 100 U.0 A. I C TRIP POLES FQLIES TRIP A, B. C I BRIDGE LGT SYSTEM GATE III L 1.0 NIIIIIA 21) 2Q MOTOR &Ll(,-HT.GAMf7 2 3 BRIDGE LGT SYSTEM GATE #8 1 1.0 -20 1 20 A: B! C TRIP POLES Poll TRIP A I 0 MOTOR P, LIGHT GATE#8 4 5 BRIDGE LOT SYSTEM GATE VJ 1 psfi 0 1.0 1 20 1 20 2Q 0.5 R§�IIIIIJIWM 4 I.J 0 MOrl LIGHT GATE#9 I LIGHTs 7 BRIDGE LGT SYSTEM oA:rE #10 L 1.0 I'MY110 �21) 1 20 1101110"11 20 0 IM OTO I & L 1 G HT ( ATE#1 0 a 0.7, 9 BRIDGE LICIT SYSTEM GATE 1.111 1 ANEW- 1-0 NIM 20 20 1.3 1 0 MOTOR & LIGHT GATEiPI 1 1 14 BRIDGE I SYSTEM GATE 912 1 ""'m illiffiII 1.0 20 LIGHTS 1 1 20 7, 1.3 , Q MOTOR &LIGHT GATE41 2 12 16.6 13 ACCESS CONTROL EQLI 0 0.5 90 q.,I 1 lq 61111illf 20 1� 1 20 ',1 -.6 779W A I I I I I 1 5 1 CAMARAS 14 15 S ACCES ONTROL EQUIP12 c) 20 11 _--n- MORE 1.0 Oil S I CAMARAS 16 17 ACCESS CONTROL, EQUIl 7 -0.5 9.1 20 12 13 s sPARrz '18 0 19 ACCESS CONTROL EIQUP'i 0 0.5 3Q MIND 20 1 20 Pfii:!W Sull SUPP 1P V IN S SPARE 20 21, AC CESS CONTROL liQUIPM 1 0 NOW I;V _0 210 2-0 K S SPARE 22_ 23. ACCESS CONTROL EQUIPIP12 G 1121100PIWil .5 20 1 21) T 0.0 K, S SPARE 24 Z� SPARE 19 Pill W%�IIJIII I UIIJU 2-0 -20 3 -1 -20 1.4 K PANEL 211 S SPARE 26 27 TPARE - 7- 20 1'.4 K 5 WARE 2L 29 SPARE Q 20 20 1.4 1 24 S $11I 25 31 SPARE ll 7-7- w 3 3 :20 03 Tvg I I 1 20 K PANrAL2lIIQ2 26 SPACE TZ 13 L SPACE Now 0.3 7-77 7 '29 SPACE 15ASPArE 0-3 -K 30 311 SP E_ 36 37 SVRGESUPP 3 Im v,,R Fga,-W- 7 -0-0 1111 J § p 5 1 30 3 13, o SPACE 3-8 Rk 3TU IIIII SPACE 49L t', 16.6 3iwwul 0.0 S PACE 310 3.0, 11 3.0 6 __ IlIGHTING (Li RECEPTAql LARGEST MOTOR (M) ALL OTHER NIOTOkS (M) HEATING (H) C,0OLINQ (C) CITHER(0) ELEVATOR(V) SPARES (Sj DRYERS (D) NON-WINCIDENT LOAD (X) MISCELLANEOS (K) CONN. LOAD (Will qONT, LOAD , fl` , Il FA CTO I Ni REQ'D (KVA) 6.0 1.26. '1.5 010 NEC 0.0 1 1.25 0.0 0.0 11.00 1 O�O 0.0 1.011 0.0 Q.U' �.00 0.0 111J.0 .1.00 '10.8 0.0 j.00 0.0 2.0: I'll 2A Q.0 11.00 0.0 0.0 1,00 Q.0, 0.0 100 U.0 PANEL CONNECTED LOAD: '18.3 KVA PANEL DEMAND LOAD 20.3 KVA FANEL AMPACiTY(bEl 5�ll AM , PS TOTAL'PANEL CAPACITY: 36.0 KVA 'TOTAL PANEL AMPACII . Y; 1 00� 0: AMPS LIGHTING (L) RECEPTACLES I LAR(i MOTOR (M) ALL OTHER MOTORS (fl HEATING (H) REDUNDANT COOLING (Q) ,QTHER (0) F:LLVAT(-)R(V) SPARES I �RYFR5 (D) 1`4191"17COINC.IDENT LOAD (X) KITCHEN (K) ColLOAD I VA FACTI)R EC REQ -1) Q.0 125 0.0 0.0 Ni 0.0 0.0 126 0.0 0.0 �11.00 0,0 0.0 100 0.0, �,K tol) 0.0 111J.0 100 2-X5 0�0 1.00 1 Q.Q 100 0.0 0.0 'I.QQ O.Q 0.0 1,00 Q.0, 0.0 100 U.0 PANEL,GONNFICTED LOAD: U4.5 I ,, PANEL QE-MAND 1 30416 KVA PANEL AMP�ACI-re (DEmANb) 31 All TOTAL PANEL I CAl 332.2 KVA TOTAL PANEL AMPACITY: 400.01 AMPS M T E ---. 'I. INSTALL NEVV3POLE CIRCUIT BEAIeEkIN EXISTING SPACE Al SIZE AS INDli,-ATI IN THE SCHEDULE.ciRcurr BREAKER 3HALL HAVE Art AIC RATING GREATER OR EQUAL T0.PANEL BOARD. Nalmle: 1H&W-11-EXISTING MAIN BREA,KER; AMPS 3 POLE 3 PHASE Project Nial SANFORDAIRPORT MAIN Ll 600 AMPS 4 WIRE Project Number: AJ.C.: 65,000 AMPS 203YI120V Fed Frol EDP SURFACE Ni X x 480Y/277V FLUSH 1 0: 2401120v 0.0 NEC 010 0.0 1.25 0.0 0.0 1.00 0.0 0.0 '11.00 0,0 �,K Call 0.0 111J.0 0.50 '1170 0�0 1.00 IN T T IDENTIFICATION D LOADIPHASE II CIRCUIT BREAKER LOADIPHASE (KVA) 0.0 IDENTIFICATION _11.60 T s U A: B! C TRIP POLES Poll TRIP A I 1 psfi 0 10.6 NO 3 1 2Q 0.5 L LIGHTs 2 3 I'MY110 16.6 1 20 0.7, MWINNiIIIIIII L LIGHTS 5 Maw 20 illiffiII 0.2 1 LIGHTS 7, 1 16.6 90 q.,I 11115RR TOM 1� Un A 0 I'IIIIIIIINU-iIII '10 9.1 K 12 13 PEE14 0 3 3Q I Sull SUPP t 5 - NOW I;V 0.0 K :10 17 - im 0.0 K, 19 Pill 3 3 60 1.4 K PANEL 211 211 - 1'.4 K 23, - Q 1.4 1 24 25 0 ll 7-7- w 3 3 03 Tvg I I 1 111111 1 K PANrAL2lIIQ2 26 27 '16.5 10111111 III11"Al 0.3 7-77 7 '29 0-3 -K 30 311 3 226 34.6 K PANEL 11 H 1 32 13, o 3TU IIIII 16.6 37 Pl 0 3 3 60 4.0 tc XFMR,Ill 38 39 0 16.6 1�57� 4.0 40 4.0 1, 42 H6 '60.2 L(GHTINQ (L) RECEPTACLES (P) LARGEST MOTOR (M) All OTHER MOTORS (rvl) HEATING (H) COOLING I OTHER (0) ELEVATOR IV) SPARES (S) ORYI NON -COINCIDENT LOAD (X) IVIISCELLANEOS (K) CONN, LOAD (i I Lo 4i FACTOR NECREI (KNIA) 354A KVA PANEL AMPACITY (DEMAND) 420.1 AMPS 0.0 NEC 010 0.0 1.25 0.0 0.0 1.00 0.0 0.0 '11.00 0,0 0.'0 Call 0.0 111J.0 0.50 '1170 0�0 1.00 0.0 1.00 -0.0 0.0 0.0 1 00 Lin 0.0 0.0 -- 1.00 0.0 17U.3 _11.60 17 4.3 PANEL CONNIE ' CTED LOAD: 52-1.8 KVA PANEL DEMAND LOAD 354A KVA PANEL AMPACITY (DEMAND) 420.1 AMPS TOTAL PANEL CAPACITY- 498.2 KVA 'TOTAL PANEL,AMPACITY: 600.0 AMPS GENERAL NOTES 1. ALL SPARES ARE ADJUSTABLE TRIP CIRCUIT BREAKERS, SQUARE -D TYPE JJ AND LJ OR EQUAL. 2. LOCATE SPD CIRCUIT BREAKER AS CLOSE AS POSSIBLE TO SPD TO MINIMIZE LEAD LENGHT. v . .., � .: ,m„u�I .. I!�rvrW�fuw.�� ww� aurrai�.�a�IWm�wzu� au�L�tlrr�rl�� uwlnuai�ar•�a�e,:.W�ar._... _..au�,,,�a�� . '�°r c.�„ - - C�ayul'°�Sa 4� �� •°--`+ �'',.�-". 1'�r :.,,—.�- wr« r --• -c-•--•-.. ,. a ^^mmm-a.� ,^"�r-m��no' � ,...-,, ` •e,arauN . .ema-+. ', .�.".c..w- ;'mow. awe _ mr pia�u.+ww�.� ✓•mak. �°�.%euu,=,xu� W...suwam.3 ,.a,�, � ,w4+rv�F�.uW + 1��.5.. W ;. l—..•d .. L.. -.-,.J. -. r�emcrrn-�y.r..rr_. a•xaza-rA,.:ikv7mlm__,�! _� �.:r-- F'• � ��} ��"m.Mxsef::+^r.cm:�Jb^.mrc�mN. mwa} h�l,r.,-u+s , r . I. ,rl I-.mmr�umli�rvmmi". N =—^ ,�'—=,, L:�,�Me "�a :,; ,.�.. "� „m,..r,,,;. ,,.:, ,,. °.�.. .,. a✓ MAN,auam=."»�;-w".wnwuur,.,'_' "m..'m'� 5 u.+ '_.lnr+'�.ff lravu.ul''vva�, P__�,�_."!. :i. :iu*-"'"" .....nrz^mu� :--�� ..3_;�-,. r --•w e•��•---, a.--'—' r_--. Y-� "w --P ....... 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'.:-«-.....�..�.1.,..-E'."�^, iTl IE I [37�5 MS B2 ELEVATION, �*& \ \ t^~\ ` 4 / FIRE PROTECTION DEMOLITION NOTE: CONTRACTOR' SHALL _- . .E-_~. ..- SPRINKLER ..KLER. DRAIN LOCATED BELOW WATER CABINET. COORDINATE NEW LOCATION WITH NEW CONSTRUCTION. SEESHEETP-151 UP E 'F WATER BOX XIS TO BE REMOVED CAP WATER LINE INSIDE BLDG ;4. EXIST DRINKING FOUNTAIN -_ - FO BE RELOCATED. CAP WATER AND DRAIN LINES INSIDE BLDG. REMOVES EXIST DRAIN AND VENT PIPE AS REQUIRED. SEE NEW \CK"' EXISTING 2" WATER LINE PLUMBING DEMOLITION PLAN - LOWER LEVEL 1" = 50'-0" � / | (| \� \ / P \ CONTRACTOR SHALL tC -FIELD / +_- WATER LINE FOR NEW �� -- -- -�-- -- -�r- -- -- — -' -- -- -� � El ri o o o o o o o " " ~ n O " " " o REVISIONS CLIENT PROJECT SHEET TITLE ENGINEER OF RECORD: JOB NO.- 100032356 DATE DESCRIPTION It 11 �T DGT 110 DRAWN: PASSENGER BOARDING BRIDGE REPLACEMENT PLUMBING DEMOLITION DESIG N: 11K CHECKED: CJA till BID PACKAGE 2 jj�iNl I Clifton J. Alford, PE DATE: OrlarlodoSan`rowU ORLANDO SANFORD INTERNATIONAL AIRPORT FL P.E. No.:46515 MY -1 482 South Keller Road Tel. (407) 647-7275 Date: ''T fli ro, f Trd SANFORD, FLORIDA Orlando, FL 32810 Fax (407) 806-4500 ATKINS North America, In. 4030 West Boy Scout Boulevard, Suite 700 P 1 01 DBPR Certificate of Authorization No. 24 | | | �� -- -- -�-- -- -�r- -- -- — -' -- -- -� � El ri o o o o o o o " " ~ n O " " " o REVISIONS CLIENT PROJECT SHEET TITLE ENGINEER OF RECORD: JOB NO.- 100032356 DATE DESCRIPTION It 11 �T DGT 110 DRAWN: PASSENGER BOARDING BRIDGE REPLACEMENT PLUMBING DEMOLITION DESIG N: 11K CHECKED: CJA till BID PACKAGE 2 jj�iNl I Clifton J. Alford, PE DATE: OrlarlodoSan`rowU ORLANDO SANFORD INTERNATIONAL AIRPORT FL P.E. No.:46515 MY -1 482 South Keller Road Tel. (407) 647-7275 Date: ''T fli ro, f Trd SANFORD, FLORIDA Orlando, FL 32810 Fax (407) 806-4500 ATKINS North America, In. 4030 West Boy Scout Boulevard, Suite 700 P 1 01 DBPR Certificate of Authorization No. 24 — ' POTABLE WATER - — — - \ CABINET TYP. i \%✓ ` \ �\ \\\,.,,, 1 " CW \ /' � SHUT-OFF \ \ \ VALVE TYP. \, RE-ROUTE SPRINKLER DRAIN � TO THIS CORNER \ 1" CW TO CABINET \ 11/2"o CW / --- / C\`\ \ 1 1/2"o CW /� \. f.- 2 BOARDING BRIDGE @ GATE B7 - PLUMBING 3 P-151 1/811 = 1 1-011 P-151 j / \ 1/2"0 CW\ 0 1110 CW ! Y / / RELOCATED DRINKING\ FOUNTAIN 2"� CW — '. — r 1 CW L 1 1 /% / \ SHUT-OFF VALVE TYP. AT EXTERIOR WALL AND CONNECT TO POTABLE WATER CABINET (TYP.) 1/811 = 1 1-011 DROP 1" CW LINE AT EXTERIOR WALL AND CONNECT TO POTABLE WATER CABINET (TYP.) GATE B8 - PLUMBING SHUT-OFF VAI VF lYP- 1/811 = 1 1-011 1/811 = 1 1-011 GATE B12 - PLUMBING IUT OFF VALVE --t— i 1'I CW TO WATER CABINET (TYP.) INSTALL CABINET ADJACENT TO PEDESTAL FOUNDATION, SUPPLY MANUFACTURER'S STAINLESS STEEL STAND, ANCHOR TO SLAT TYPICAL WATER CONNECTION. 1 1 LJIL I -.J LI I1111VVuI I JI JILLI I1VV PIPE SIZES 411 THROUGH 5" SIZE p" ROD PIPE SIZES 6'I THROUGH 8" SIZE s" ROD FOR ADJUSTABLE BAND HANGERS X, — ---- — — -- // i ) nlnr nl�rn a II 71 Innl 1nI I All nI it „n nnn 1 1 1 11 II IVVl.l1IV 11-1 1IVV ALL HANGER COMPONENTS SHALL BE GALVANIZED COATED ADJUSTABLE CLEVISG'� 13-LINEB31000R EQUAL HANGER - STEEL No Scale INSTALL CLAMP AT PANEL POINTS OF JOIST ---- PIPE HANGER RING I.T.T. GRINNELL FIG. 69 OR EQUAL , BEAM OR JOIST CLAMPS ON LOWER FLANGES OF BEAMS SHALL BE PERMITTED - — ALLTHREAD ROD P-151 I /I b = I '-U.. SHUT-OFF VALVE DROP 1" CW LINE — AT EXTERIOR WALL AND CONNECT TO POTABLE WATER CABINET (TYP.) .`SHUT OFF VALVE (TYP.) GATE B9 - PLUMBING 5 BOARDING BRIDGE a GATE B10 -PLUMBING P-151 . 1/8" = 11-0'1 PLUMBING GENERAL NOTES THE INSTALLATION OF THE PLUMBING SYSTEMS AND EQUIPMENT SHALL COMPLY WITH THE 2010 FLORIDA BUILDING CODE, PLUMBING 2. THE CONTRACTOR SHALL COORDINATE THE INTERRUPTION OF ALL UTILITY SERVICES WITH OWNER'S REPRESENTATIVE. PROVIDE A MINIMUM OF FIVE (5) WORKING DAYS 1 ADVANCED NOTICE OF SCHEDULED UTILITY DISCONNECTION. 3. PLANS ARE NOT COMPLETELY TO SCALE. PIPE ROUTING SHOWN IS SCHEMATIC AND IS NOT INTENDED TO INDICATE EXACT LOCATION OF PIPING AND VALVES. CONTRACTOR SHALL PROVIDE ANY ADDITIONAL FITTINGS REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN PROPER CLEARANCES. COORDINATE WITH STRUCTURAL, MECHANICAL AND ELECTRICAL TRADES AND OTHER POTENTIAL OBSTRUCTIONS AND ROUTE PIPING TO AVOID INTERFERENCE'S. 4. CONCEAL PIPING ABOVE CEILINGS, WITHIN WALLS OR CHASES EXCEPT IN MECHANICAL ROOMS OR AREAS WITHOUT CEILINGS. 6. SLEEVE AND/OR FIRESTOP ALL PENETRATIONS THROUGH RATED WALLS, CEILINGS, AND FLOORS WITH LISTED ASSEMBLIES. FIRESTOP ASSEMBLIES SHALL BE EQUAL OR EXCEED THE RATING OF THE WALL OR FLOOR. ALL FIRESTOP ASSEMBLIES SHALL MEET ASTM E-814 REQUIREMENTS. SEE ARCHITECTURAL DRAWINGS FOR FINAL FINISHES OR MATCH EXISTING. 7. COORDINATE PIPING WITH ALL ELECTRICAL EQUIPMENT (PANELS, TRANSFORMERS, ETC.) PRIOR TO ANY INSTALLATION. DO NOT ROUTE ANY PIPING OVER ANY ELECTRICAL PANELS UNDER ANY CIRCUMSTANCES. ANY PIPING RUN OVER PANELS SHALL BE RE-ROUTED AT NO ADDITIONAL COST. 8. PROVIDE DOMESTIC WATER CONNECTIONS. ROUGH -IN AND MAKE FINAL CONNECTIONS (TO INCLUDE PROVIDING ALL NECESSARY RELATED STOPS, VALVES, UNIONS, ETC. AND MAKE READY FOR USE) TO ALL EQUIPMENT, WHETHER FURNISHED BY THIS CONTRACTOR OR FURNISHED BY OTHERS. 9. CONTRACTOR SHALL INSULATE ALL WATER PIPING, INSULATION MATERIALS SHALL HAVE A MAXIMUM FLAME SPREAD INDEX OF 25 AND SMOKE DEVELOPMENT INDEX NOT GREATER THAN 50 WHEN TESTED IN ACCORDANCE WITH ASTM E 84. 10. ADEQUATELY SUPPORT ALL PIPING AND EQUIPMENT USING HANGER RODS, UNISTRUT OR OTHER PRE MANUFACTURED SUPPORT SYSTEM DESIGNED SPECIFICALLY FOR HANGING MECHANICAL SYSTEMS. 11. INSTALL SHOCK ARRESTORS ON ALL QUICK CLOSING VALVES, AND AT THE CONNECTION TO THE JETWAY POTABLE WATER CABINET. 12. INSULATE ALL WATER PIPING WITH i" INSULATION. COVER WITH ALUMINUM JACKET. 13. EXISTING INFORMATION IS BASED ON DESIGN DRAWINGS DATED 10.1.1999. NO SITE VERIFICATION WAS PERFORMED. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING PIPING FOR EXACT LOCATION, MATERIAL, AND SIZES. CONTRACTOR SHALL REPORT ALL MAJOR DISCREPANCIES TO ARCHITECT/ENGINEER FOR COORDINATION. 14. ALL WALL OPENINGS CREATED BY THE REMOVAL OF PIPING OR INSTALLATION OF NEW SHALL BE REPAIRED TO MATCH EXISTING ADJACENT FINISHES AND WALL CONSTRUCTION. SHUT-OFF VALVE -TYP. Ill CW TO CABINET --------_` POTABLE WATER CABINET TYP. -.-.c.-L _'-_. , — CONNECT 1-1/2" WASTE TO EXIST CONNECT TO EXIST VENT PIPE 1 1/2"o V /SHUT-OFF VALVE TYP INS I ALL WASTE / < > 1/2" CW PROVIDE LINE RIGID TO WALL 1 1/2"x)`S v SUPPLY STOP STRUCTURE INSIDE BLDG. RE -INSTALL EXIST \\ DRINKING FOUNTAIN 6 BOARDING BRIDGE cr GATE 1311 - PLUMBING 1/811 = 1 1-011 SPECIFICATION NOTES 1.00 GENERAL PROVISIONS 1.1 PROVIDE ALL LABOR, MATERIAL AND EQUIPMENT FOR A COMPLETE AND PROPERLY OPERATING PLUMBING SYSTEM. 1.2 CODES AND STANDARDS: ALL PLUMBING WORK SHALL BE IN STRICT COMPLIANCE WITH THE FLORIDA PLUMBING CODE, 2010 EDITION. 1.3 CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND FEES, ETC., REQUIRED FOR THE EXECUTION OF THIS WORK. 1.4 CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER TRADES BEFORE FABRICATION OR INSTALLATION. OFFSETS AND/OR TRANSITIONS REQUIRED SHALL BE PROVIDED WITHOUT ADDITIONAL COST. CONTRACTOR SHALL COORDINATE AND INSTALL HIS WORK IN A TIMELY MANNER TO PREVENT DELAYS IN THE CONSTRUCTION, 1.5 PROVIDE ALL MATERIALS REQUIRED TO PROPERLY SUPPORT ALL PIPING AND EQUIPMENT. PIPE HANGERS SHALL BE ADJUSTABLE TYPE AND BE SPACED IN ACCORDANCE WITH THE FLORIDA PLUMBING CODE. PROVIDE PLASTIC COATED RING ON HANGERS FOR COPPER PIPING TO PROVIDE DIELECTRIC ISOLATION. 2.00- BASIC MATERIALS AND METHODS 2.1 ABOVEGROUND WATER PIPE AND FITTINGS - TYPE "L" COPPER, 2.2 PROVIDE UNIONS OR FLANGES IN ALL DOMESTIC WATER SERVICE LINES AT EACH PIECE OF EQUIPMENT, SPECIALTY VALVES OR AT OTHER LOCATIONS REQUIRED FOR READY DISCONNECT. 23 WATER HAMMER ARRESTORS SHALL BE INSTALLED AT THE LOCATIONS ON THE PLANS AND IN ACCORDANCE WITH PDI STANDARD WH -201. PRODUCTS SHALL BE EQUAL TO THOSE MANUFACTURED BY PRECISION PLUMBING PRODUCTS, SOUIX CHIEF, OR JOSAM. 2.4 INSULATION A. 1/2" PRE MOLDED FIBERGLASS INSULATION SHALL BE INSTALLED ON DOMESTIC WATER LINES. B. 1/2" ARMIFLEX INSULATION MAY BE INSTALLED ON ALL DOMESTIC WATER LINES. C. INSTALL ALUMINUM JACKET OVER INSULATION ON DOMESTIC WATER PIPE. 2.4 HANGERS A. COPPER PIPE SHALL HAVE COPPER COATED OR PVC COATED CLEVIS HANGER OR SWIVEL RING - B -LINE B3170CT OR 03104CT INSTALL ON OUTSIDE OF INSULATION WITH PIPE SHIELD SADDLE. C. COPPER PIPE HANGERS SHALL BE SPACED AS FOLLOWS: 1/2", 314" - EVERY 5 FT 1", 1-114" - EVERY 6 FT 1-112", 2" - EVERY 8 FT 2.5 A. WASTE AND PIPE VENT SHALL BE PVC, SCHEDULE 40, SOLID WALL WITH DWV FITTINGS. B. SUPPLY CLEVIS HANGERS FOR VENT PIPE, SPACED 4 FT MAX, 3.00 VALVES AND COCKS A. VALVES 2" AND SMALLER SHALL BE BALL VALVES, 150 PSI SWP, 400 PSI WOG. FULL PORT BALL, BRONZE TRIM, CAST BRONZE BODY, CHROMIUM -PLATED BRASS BALL, BRONZE NON -BLOWOUT STEM, TEFLON SEAT, DOUBLE 0 -RING STEM SEALS, ZINC -COATED STEEL HANDLE WITH PLASTIC COATED HAND GRIP. 4.00 STERILIZATION AND TESTING A. DOMESTIC WATER PIPING SHALL BE THOROUGHLY FLUSHED AND STERILIZED IN ACCORDANCE WITH THE FLORIDA PLUMBING CODE. B. TESTING OF ALL PIPING SHALL BE IN ACCORDANCE WITH THE FLORIDA PLUMBING CODE. REVISIONS CLIENT PROJECT SHEET TITLE ENGINEER OF RECORD: JOB NO.: 100032356 o MIA � ` ° �rlW ^/ c h",lu �,qlt r ,Iy, DATE DESCRIPTION yllr,. I„ yap l 1i°u 14 Irl ) I�3 DRAWN: D ,T k: Fa hr m PASSENGER BOARDING BRIDGE REPLACEMENT ENLARGE® LOWER LEVEL ��tiyll Iln,,hl,ll �'�rIIII�. DESIGN: d�� y li >L h IIII II161i�1fu411IIP TP I1 �II I 1I )� q 111 rll11 I ti CJA IIPuP �l �Iu lin 141 lily t, CHECKED. ��, R14, SII In III114 pill mggi 1�1"l� AUG 2014 BID PACKAGE 2 ;. °�� II III �;III� I��r'�I!I�n� �I � I�II�I�I�.� �,,:� I��"I��I�I� DATE: PLUMBING P LAN �r,�r�.�xl ��III�,� ��,� ��I� Ilul, If Im,Jii1' Vq lul I I � ��r I� Clifton J. Alford PE � � r I I, I V III CII hd l II'L. i I. � , �•. �t� OflandoSantor� S .+ , � �Illl� ,wll",I�, I��. NIIlI H� ��L�' ,� IIKI �uF lwll,ml�� ORLANDO SAN FORD INTERNATIONAL_ AIRPORT FL P.E. No.:46515 I ,YI Eti,f ,' � ��" 482 South Keller Road Tel. (407) 647-7275 Date: SAN FO R D, FLORIDA Orlando, FL 32810 Fax (407) 806-4500 P-1 ATKINS North America, Inc. www.atkinsglobal.com/riorthaiTierica 4030 West Boy Scout Boulevard, Suite 700 7arnpa, FL 33607 DBPR Certificate of Authorization No. 24 A CLEANOUT AC ACRE ACOUS ACOUSTICAL AD AREA DRAIN ADJ ADJUSTABLE AGGR AGGREGATE ALUM ALUMINUM AN ANOD ANOD ANODIZED APPROX APPROXIMATE ARCH ARCHITECTURAL ASB ASBESTOS ASPH APSHALT ATTEN ATTENUATION B DESCRIPTION BC BACK OF CURB BD BOARD BITUM BITUMINOUS BLDG BUILDING BLK BLOCK BLKG BLOCKING BLKT BLANKET BM BEAM BOT BOTTOM BRG BEARING BRK BRICK BSMT BASEMENT BUR BUILT UP ROOFING C GROUND FAULT INTERRUPTION CAB CABINET CB CATCH BASIN CEM CEMENT CER CERAMIC CFM CUBIC FEET PER MINUTE CH CEILING HEIGHT CI CAST IRON CJ CONTROL JOINT CLG CEILING CLKG CAULKING CLO CLOSET CLR CLEAR CMU CONCRETE MASONRY UNIT CMW CASEWORK / MILLWORK CNTR COUNTER CNTR CENTER CO CLEANOUT COL COLUMN CONC CONCRETE CONN CONNECTION CONSTR CONSTRUCTION CONT CONTINUOUS CORR CORRIDOR CPT CARPET CSMNT CASEMENT CTSK COUNTERSUNK CW CURTAINWALL D ELECTRIC WATER COOLER DBL DOUBLE DEPT DEPARTMENT DESC DESCRIPTION DET DETAIL DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DISP DISPENSER DN DOWN DR DOOR DS DOWNSPOUT DSP DRY STANDPIPE DWG DRAWING DWR DRAWER E GALVANIZED E EAST EA EACH EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRICAL ELEV ELEVATOR EMER EMERGENCY SNCL ENCLOSURE EP ELECTRICAL PANELBOARD EQ EQUAL EQPT EQUIPMENT EWC ELECTRIC WATER COOLER EXIST EXISTING EXP EXPANSION ACCESSABILITY DIAGRAM MOUNTING HEIGHT STANDARDS EXPO ESPOSED EXT EXTERIOR F HOLLOW METAL FA FIRE ALARM FB FLAT BAR - FCO FLOOR CLEAN OUT FD FLOOR DRAIN FDN FOUNDATION FE FIRE EXTINFUISHER FEC FIRE EXTINFUISHER CABINET FHC FIRE HOSE CABINET FIN FINISH FL FLOOR FLOUR FLOURESCENT FLSHNG FLASHING FOC FACE OF CONCRETE FOF FACE OF FINISH FOM FACE OF MASONRY FOS FACE OF STUDS FPRF FIREPROOF FRMG FRAMING FS FULL SIZE FT FOOT OR FEET FTG FOOTING FURR FURRING FUT FUTURE G LAMINATE GA GAUGE GALV GALVANIZED GB GRAB BAR GFI GROUND FAULT INTERRUPTION GL GLASS GND GROUND GR GRADE GRTG GRATING GYP GYPSUM H MACHINE HB HOSE BIB HC HOLLOW CORE HDWD HARDWOOD HDWR HARDWARE HGT HEIGHT HM HOLLOW METAL HNDRL HANDRAIL HORIZ HORIIZONTAL HP HIGHPOINT HR HOUR HTR HEATER HVAC HEATING, VENTILATION & AIR MTD CONDITIONING HW HOTWATER I ID INSIDE DIAMETER (DIM) IF INSIDE FACE IN INCH INCL INCLUDE INSUL INSULATION INT INTERIOR J NOT TO SCALE JAN JANITOR JST JOIST JT JOINT K ON CENTER KIT KITCHEN KO KNOCKOUT L OPENING LAB LABORATORY LAM LAMINATE LAV LAVATORY LG LONG LH LEFT HAND LKR LOCKER LOC LOCATION LP LOW POINT LT LIGHT LTL LINTEL M MACH MACHINE MAINT MAINTENANCE MATL MATERIAL MAX MAXIMUM MECH MECHANICAL LOW VOLTAGE PAPER TOWEL LIGHTING SANITARY WARM AIR DISPENSER / CONTROL RESTROOM NAPKIN HAND WASTE SOAP MIN./MAX. o GRAB BAR DISPENSER DRYER RECEPTACLE DISPENSER HEIGHT SIGNAGE ---.4j-------- —E]-- -- 60" � 13 =4 _ 4811 36" - — - - 3:26.. __.-----C1 -------- - - -- ------ - - - -� — r=: - --- - — - - — - —- w — -�- --- p- - ----- 16" z TOILET PAPER TOWEL WASTE MIRROR THERMOSTAT FIRE PAPER DISPENSER RECEPTACLEELECTRICAL EXTINGUISHER 1= DISPENSER SOCKETS CABINET 54" MAX. X r TOP OF CABINET w NOTE: ALL HEIGHTS SHOWN REPRESENT MAXIMUM ALLOWABLE HEIGHTS IN ACCORDANCE WITH THE ADA GUIDELINES. 0 w 0 MEMB MEMBRANE MET METAL MFR MANUFACTURER MH MANHOLE MIN MINIMUM MIR MIRROR MISC MISCELLANEOUS MO MASONRY OPENING MTD MOUNTED MUL MULLION N PANEL N NORTH N/A NOT APPLICABLE NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NTS NOT TO SCALE O OA OVERALL OBS OBSCURE OC ON CENTER OD OUTSIDE DIAMETER (DIAM) OFF OFFICE OPNG OPENING OPP OPPOSITE OZ OUNCE P PA PUBLIC ADDRESS PC PRECAST PCF POUNDS PER CUBIC FOOT PERF PERFORATED PL PLATE PLAM PLASTIC LAMINATE PLAS PLASTER PLMBG PLUMBING PLYWD PLYWOOD PNL PANEL POL POLISHED PR PAIR PREFAB PREFABRICATED PROP PROPERTY PSI POUNDS PER SQUARE INCH INTERIOR WALL TYPES WALL TYPE C (CHASE WALL) WALL TYPE F (FUR WALL) <XXXXXXX; WALL TYPE M (MASONRY WALL) WALL TYPE S (STUD WALL) EXISTING WALL _ - __ __ - _ __ DEMOLISHED WALL PST POUNDS PER SQUARE FOOT STOR STORAGE KPS PT POINT STR STAIR G R 0 U F PTD PAINTED STRUCT STRUCTURAL PTN PARTITION SUSP SUSPENDED 2-101 First Avenue North Birmingham, AL 35203 PVC POLYVINAL CHLORIDE SY SQUARE YARD TEL. 205.251.0125 SYM SYMMETRICAL FAx.205.45£3.1513 www.kpsgroup.com QT QUARRY TILE TOF 0 QTR QUARTER T&G TONGUE AND GROOVE TC TOP OF CURB K1421 R TEL TELEPHONE ��1 R RISER TEMP TEMPORARY <<-= AR96436 HAD RADIUS TER TERRAZZO RD ROOF DRAIN THK THICK `��`�T REF REFERENCE TP TOP OF PAVEMENT REF REFRIGERATOR TRD TREAD REINF REINFORCED TSTAT THERMOSTAT REQD REQUIRED TV TELEVISION ---- RESIL RESILIENT TW TOP OF WALL RGSTR REGISTER TYP TYPICAL RL RAIN LEADER RM ROOM U RND ROUND UL UNDERWRITERS RO ROUGH OPENING -LABORATORIES RQMT REQUIREMENT UNF UNFINISHED UON UNLESS OTHERWISE NOTED S S SOUTH V Sc SOLID CORE VCT VINYL COMPOSITION TILE SCHED SCHEDULE VERT VERTICAL SECT SECTION VEST VESTIBULE SF SQUARE FOOT VTR VENT THRU ROOF SHLF SHELF VWC VINYL WALL COVERING SHT SHEET SHWR SHOWER W SIM SIMILAR W WEST SPEC SPECIFICATION W/ WITH SQ SQUARE W/O WITHOUT SS SANITARY SEWER WC WATER CLOSET SST STAINLESS STEEL WD WOOD STA STATION WDW WINDOW STC SOUIND TRANSMISSION WP WATERPROOF COEFFICIENT WR WATER RESISTANT STD STANDARD WSCT WAINSCOT STL STEEL WT WEIGHT SECTION TYPES MISC SYMBOLS TAG TYPES 1 BUILDING SECTION A101 1 WALL SECTION A101 CADETAIL 01 1 � 1 CALLOUT A101 I J COLUMN - LINE ELEVATION c VIEW 4> TARGET ELEV EL = 0'-0" FIRST FLOOR A _ EL = 0'-0" DOOR TAG WINDOW TAG WALL TAG SEE SHEET A-0.03 ROOM TAG ROOM NAME 101 REVISIONS ARCHITECT OF RECORD: 100032356` CLIENT PROJECT SHEET TITLE JOB NO.: DATE DESCRIPTION DRAWN: rPa PASSENGER BOARDING BRIDGE REPLACEMENT DESIGN: ,4� BID PACKAGE 2 CHECKED: UK 4 T (� � AUG 2U 14 a ., ��'ar a p �„ S STANDARDS/ V ®A�®S /ATKINS DATE: ,�. � � Gary Kimbrell RA rla � � -Si"an o ORLANDO SANFORD INTERNATIONAL AIRPORT FLNo..AR96436 _ --- _ ABBREVIATIONS ( ) 482 South Keller Road Tel. 407 647-7275 Date: SAN FO RD, FLORIDA Orlando, FL 32810 Fax (407) 806-4500 KPS Group, ino.A- U www.atkinsc lobal.com/northamf3irm erica UFirst Avenue, North .� irminghain, AL 35203 DBPR Certificate of Authorization No. 11 n REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL REINFORCING TYPE M - CMU, NON-BEARING & BEARING SEE FLOOR PLAN, M1 CONCRETE MASONRY WALL 8X16X8 FULL HEIGHT TO BOTTOM OF PROVIDE #5 BARS FULL HEIGHT TO BOT OF STRUCTURE ABOVE STRUCTURE ABOVE GROUTED INTO M2 CONCRETE MASONRY WALL 8X16X8 CELLS FULL HEIGHT TOP OF WALL 6" MINIMUM ABOVE BOT AT ALL WALL OF CEILING TERMINATIONS, INTERSECTIONS & M3 NOT USED DOOR JAMBS AND AS INDICATED ON THE STRUCTURAL M4 CONCRETE MASONRY WALL 8X1 6X8 DRAWINGS PARTIAL HEIGHT WALL REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL REINFORCING TYPE M - CMU, NON-BEARING & BEARING SEE FLOOR PLAN, C1 SYSTEM AS INDICATED METAL TRACK, 20 GUAGE MINIMUM, ANCHORED TO BOTTOM OF STRUCTURE ABOVE 5/8" MOISTURE RESISTANT GYPSUM BOARD EACH SIDE (ONE SIDE FULL HGT) DENOTES BOTTOM OF CEILING AS SCHEDULED 3 5/8" METAL STUDS ON 16" CENTERS, TYPICAL EACH SIDE 3 5/8" METAL STUD TIE AT MIDPOINT TYPE C - PLUMBING CHASE r 0 R 0 U P 2101 First Avenue North Birmingham, AL 35203 TEL. 205.251.0125 FAX. 205.45£3.1513 www.kpsgroup.com K AR96436 F1 NON -FIRE RATED PARTITION FULL HEIGHT TO BOT OF STRUCTURE ABOVE i 3/4" FURRING CHANNELS ON 24" CENTERS F2 NON -FIRE RATED PARTITION C1 SYSTEM AS INDICATED METAL TRACK, 20 GUAGE MINIMUM, ANCHORED TO BOTTOM OF STRUCTURE ABOVE 5/8" MOISTURE RESISTANT GYPSUM BOARD EACH SIDE (ONE SIDE FULL HGT) DENOTES BOTTOM OF CEILING AS SCHEDULED 3 5/8" METAL STUDS ON 16" CENTERS, TYPICAL EACH SIDE 3 5/8" METAL STUD TIE AT MIDPOINT TYPE C - PLUMBING CHASE r 0 R 0 U P 2101 First Avenue North Birmingham, AL 35203 TEL. 205.251.0125 FAX. 205.45£3.1513 www.kpsgroup.com K AR96436 S1 NON -FIRE RATED PARTITION FULL HEIGHT TO BOT OF STRUCTURE ABOVE 3 5/8" STUDS ON 16" CENTERS S2 NON -FIRE RATED PARTITION TOP OF WALL 6" ABOVE BOT OF CEILING —� METAL STUDS WITH 3 5/8" STUDS ON 16" CENTERS , 1 5/8" GYPSUM S3 NON -FIRE RATED PARTITION WALLBOARD TOP OF WALL TO BOT OF CEILING ABOVE i' EACH SIDE 3 5/8" STUDS ON 16" CENTERS S4 NON -FIRE RATED PARTITION PARTIAL HEIGHT - SEE PLANS 3 5/8" STUDS ON 16" CENTERS S5 (1) HR FIRE RATED ASSEMBLY UL -U419 OR U465 FULL HEIGHT TO BOT OF STRUCTURE ABOVE 3 5/8" MTL STUDS 16" C/C-5/8" TYPE W GYP BD ES S6 NON -FIRE RATED PARTITION A -F FULL HEIGHT TO BOT OF STRUCTURE ABOVE 6" STUDS ON 16" CENTERS METAL STUDS WITH S7 NON -FIRE RATED PARTITION J TOP OF WALL 6" ABOVE BOT OF CEILING / (2)LAYERS TYPE X, 6" STUDS ON 16" CENTERS 5/8" GYPSUM S8 NON -FIRE RATED PARTITION WALLBOARD TOP OF WALL TO BOT OF CEILING ABOVE EACH SIDE 6" STUDS ON 24" CENTERS Sg NON -FIRE RATED PARTITION PARTIAL HEIGHT 5/8 3 5/8" 5/8" 6" STUDS ON 24" CENTERS �f S10 (2) HR FIRE RATED ASSEMBLY UL -U419 (611) FULL HGT BOT OF STR ABO,3 5/8" MTL STUDS 16" C/C-(2) LAYERS 5/8" TYPE W GYP BD ES TYPE S - NON-BEARING GYPSUM WALLBOARD 5/8"-- 3 5/8"��_5/8" (611) 1. REQUIREMENTS FOR GAUGES OF METAL STUDS EVEN WHEN STUD GAUGES ARE NOTED, THESE GAUGES SHALL BE CONSIDERED MINIMUM. THE CONTRACTOR SHALL PROVIDE AND INSTALL STUDS OF GAUGES AND CONFIGURATIONS AS RECOMMENDED BY THE STUD MANUFACTURER (EXCEPT WHERE REQUIREMENTS EXCEEDING THESE REQUIREMENTS ARE LISTED BELOW) TO MEET CONDITIONS INDICATED IN THESE DRAWINGS. DEPTHS OF STUDS SHALL NOT BE CHANGED FROM THAT INDICATED ON THE DRAWINGS. BRACING SHALL BE INSTALLED USING MATERIALS AND AT LOCATIONS AS RECOMMENDED BY THE STUD MANUFACTURER TO COMPLY WITH THE INDICATED CONDITIONS, BUT IN NO CASE SHALL THIS BRACING: 1. BE LOCATED SO AS TO INTERFERE WITH ANY OTHER CONSTRUCTION. 2. PROJECT BEYOND THE FINISH PLANES OF THE SPECIFIC CONSTRUCTION. GAUGES OF EXTERIOR STUDS SHALL PROVIDE ASSEMBLIES WHICH DO NOT EXCEED THE FOLLOWING DEFLECTION CRITERIA: 1. BRICK OR CMU VENEER: L/600 2. EFIS: L/360 GAUGES OF INTERIOR STUDS SHALL PROVIDE ASSEMBLIES THAT DO NOT EXCEED THE DEFLECTION CRITERIA OF L/240. GENERAL METAL STUD REQUIREMENTS REVISIONS CLIENT PROJECT SHEET TITLE ARCHITECT OF RECORD: JOB NO.: 100032356 DATE DESCRIPTION, ,- PASSENGER BOARDING BRIDGE REPLACEMENT DESIGN. DESIGN: rea CHE,. � y �, � GK BID PACKAGE 2 a �1IALL TYPES N®TES ANDATKINS DAT ED: � � h ��a �''�� u< „� �i� �,�� ,, AUG 2014 S "'Orli°i' ORLANDO SANFORD INTERNATIONAL AIRPORT Gary .:AR9 4RS DA : FL No.:AR96436 �, �� 482 South Keller Road Tel. (407) 647-7275 Date: —-- ----- ---- SCHEDULE ® SANFORD, FLORIDA Orlando, FL 32810 Fax (407) 806-4500 KPS Group, ,,,c. - www.atkinsgIoba1.com/northamerica Birmingham, Fust AV11 A -012N3 [lirrninUharn, A L'J5'LU3 orth DBPR Certificate of Aut tonzalion No. F1 NON -FIRE RATED PARTITION FULL HEIGHT TO BOT OF STRUCTURE ABOVE 3/4" FURRING CHANNELS ON 24" CENTERS F2 NON -FIRE RATED PARTITION TOP OF WALL 6" ABOVE BOT OF CEILING 3/4" FURRING CHANNELS ON 24" CENTERS F3 NON -FIRE RATED PARTITION I TOP OF WALL AT BOT OF CEILING 3/4" FURRING CHANNELS ON 24" CENTERS -- METAL STUDS WITH F4 NON -FIRE RATED PARTITION / CLIP AT MID -HEIGHT PARTIAL HEIGHT - SEE PLANS 3/4" FURRING CHANNELS ON 24" CENTERS — PARTITION CLASSIFICATION PARTITION FIRE ASSEMBLY ON 48" CENTERS ATTACHED TO STUD F5 TYPE'X' GYP BD --�-- C -- -- " -- SHAFT (CHASE) WALL CLASSIFICATION -"' RATING IN HOURS AND STRUCTURE FULL HEIGHT TO BOT OF STRUCTURE ABOVE F FURRED M2 NO CLIPS AT 3/4" FURRING CHANNELS ON 16" CENTERS PLUMBING CHASE) F6 NON -FIRE RATED PARTITION M MASONRY MODIFICATION FULL HEIGHT TO BOT OF STRUCTURE ABOVE S STEEL FRAMED KEY 3 7/8"� 3 5/8" STUDS ON 24" CENTERS W WOOD - ___ - "� PARTITION KEY F7 NON -FIRE RATED PARTITION --- — VARIES 6"-5/8" TOP OF WALL 6 ABOVE BOT OF CEILING -� -TT- 3 5/8" STUDS ON 24" CENTERS TYPICAL AT PLUMBING CHASE F8 NON -FIRE RATED PARTITION WALL TYPES MODIFICATION KEY TOP OF WALL AT BOT OF CEILING NOTE: STUD SPACING FOR 3 5/8" STUDS ON 24" CENTERS G SUBSTITUTE GLASS -MATT WATER RESISTANT BACKING CHASE WALLS SHALL BE ONF9 NUN -FIRE RATED PARTITION BOARD (EACH SIDE) ON MINIMUM 20 GAUGE STEEL STUDS 16" 16" CENTERS MAXIMUM FOR PARTIAL HEIGHT - SEE PLANS OC ALL WALL TYPES 3 5/8" STUDS ON 24" CENTERS�— S _ -" ADD 3" SOUND ATTENUATION BLANKET F101 TYPE'X' GYP BD (2 LAYERS) OR OTHERWISE NOTED R FULL HEIGHT TO BOT OF STRUCTURE ABOVE ------"- W SUBSTITUTE WATER RESISTANT GYPSUM BACKING BOARD 3 5/8" FURRING CHANNELS ON 16" CENTERS (EACH SIDE) ON MINIMUM 20 GUAGE STEEL STUDS AT 16" OC TYPE F - WALL FURRING AND PLUMBING CHASE PARTITION CLASSIFICATIONS AND KEYS S1 NON -FIRE RATED PARTITION FULL HEIGHT TO BOT OF STRUCTURE ABOVE 3 5/8" STUDS ON 16" CENTERS S2 NON -FIRE RATED PARTITION TOP OF WALL 6" ABOVE BOT OF CEILING —� METAL STUDS WITH 3 5/8" STUDS ON 16" CENTERS , 1 5/8" GYPSUM S3 NON -FIRE RATED PARTITION WALLBOARD TOP OF WALL TO BOT OF CEILING ABOVE i' EACH SIDE 3 5/8" STUDS ON 16" CENTERS S4 NON -FIRE RATED PARTITION PARTIAL HEIGHT - SEE PLANS 3 5/8" STUDS ON 16" CENTERS S5 (1) HR FIRE RATED ASSEMBLY UL -U419 OR U465 FULL HEIGHT TO BOT OF STRUCTURE ABOVE 3 5/8" MTL STUDS 16" C/C-5/8" TYPE W GYP BD ES S6 NON -FIRE RATED PARTITION A -F FULL HEIGHT TO BOT OF STRUCTURE ABOVE 6" STUDS ON 16" CENTERS METAL STUDS WITH S7 NON -FIRE RATED PARTITION J TOP OF WALL 6" ABOVE BOT OF CEILING / (2)LAYERS TYPE X, 6" STUDS ON 16" CENTERS 5/8" GYPSUM S8 NON -FIRE RATED PARTITION WALLBOARD TOP OF WALL TO BOT OF CEILING ABOVE EACH SIDE 6" STUDS ON 24" CENTERS Sg NON -FIRE RATED PARTITION PARTIAL HEIGHT 5/8 3 5/8" 5/8" 6" STUDS ON 24" CENTERS �f S10 (2) HR FIRE RATED ASSEMBLY UL -U419 (611) FULL HGT BOT OF STR ABO,3 5/8" MTL STUDS 16" C/C-(2) LAYERS 5/8" TYPE W GYP BD ES TYPE S - NON-BEARING GYPSUM WALLBOARD 5/8"-- 3 5/8"��_5/8" (611) 1. REQUIREMENTS FOR GAUGES OF METAL STUDS EVEN WHEN STUD GAUGES ARE NOTED, THESE GAUGES SHALL BE CONSIDERED MINIMUM. THE CONTRACTOR SHALL PROVIDE AND INSTALL STUDS OF GAUGES AND CONFIGURATIONS AS RECOMMENDED BY THE STUD MANUFACTURER (EXCEPT WHERE REQUIREMENTS EXCEEDING THESE REQUIREMENTS ARE LISTED BELOW) TO MEET CONDITIONS INDICATED IN THESE DRAWINGS. DEPTHS OF STUDS SHALL NOT BE CHANGED FROM THAT INDICATED ON THE DRAWINGS. BRACING SHALL BE INSTALLED USING MATERIALS AND AT LOCATIONS AS RECOMMENDED BY THE STUD MANUFACTURER TO COMPLY WITH THE INDICATED CONDITIONS, BUT IN NO CASE SHALL THIS BRACING: 1. BE LOCATED SO AS TO INTERFERE WITH ANY OTHER CONSTRUCTION. 2. PROJECT BEYOND THE FINISH PLANES OF THE SPECIFIC CONSTRUCTION. GAUGES OF EXTERIOR STUDS SHALL PROVIDE ASSEMBLIES WHICH DO NOT EXCEED THE FOLLOWING DEFLECTION CRITERIA: 1. BRICK OR CMU VENEER: L/600 2. EFIS: L/360 GAUGES OF INTERIOR STUDS SHALL PROVIDE ASSEMBLIES THAT DO NOT EXCEED THE DEFLECTION CRITERIA OF L/240. GENERAL METAL STUD REQUIREMENTS REVISIONS CLIENT PROJECT SHEET TITLE ARCHITECT OF RECORD: JOB NO.: 100032356 DATE DESCRIPTION, ,- PASSENGER BOARDING BRIDGE REPLACEMENT DESIGN. DESIGN: rea CHE,. � y �, � GK BID PACKAGE 2 a �1IALL TYPES N®TES ANDATKINS DAT ED: � � h ��a �''�� u< „� �i� �,�� ,, AUG 2014 S "'Orli°i' ORLANDO SANFORD INTERNATIONAL AIRPORT Gary .:AR9 4RS DA : FL No.:AR96436 �, �� 482 South Keller Road Tel. (407) 647-7275 Date: —-- ----- ---- SCHEDULE ® SANFORD, FLORIDA Orlando, FL 32810 Fax (407) 806-4500 KPS Group, ,,,c. - www.atkinsgIoba1.com/northamerica Birmingham, Fust AV11 A -012N3 [lirrninUharn, A L'J5'LU3 orth DBPR Certificate of Aut tonzalion No. ROOM FINISHES SCHEDULE_ RM. NO. ROOM NAME Area FLOOR BASE WALL CEILING NOTES LOWER LEVEL 8101 ELECTRICAL ROOM 99 SF �� EXIST. BM -1 WM1 NO CEILING FINISH BOTH SIDES OF NEW WALLS. SEE NOTE 3 _ UPPER LEVEL B201 HOLD ROOM 3174 SF EXIST. BM -1 WM-1/WM-2 CM -1 MATCH EXISTING FINISHES. SEE NOTE 1 & 2 B202 CORRIDOR 240 SF FM -1 BM -1 EXIST. EXIST. NO -FES: 1. CONTRACTOR TO INSTALL NEW FINISHES ONLY AT AREAS AFFECTED BY NEW CONSTRUCTION 2. REPLACE FLOOR DAMAGED DURING REMOVAL OF EXISTING PASSENGER BOARDING BRIDGES AND THRESHOLDS. MATEFOAL MATCH EXISTING 3. 4'x8' PLYWOOD BACKBOARD, PAINT TO MATCH, ON WALLS WITH NO DOOR 2'-0" WARNING RESTRICTED AREA FEDERAL REGULATIONS T PROHIBIT UNAUTHORIZED PERSONS BEYOND THIS POINT i MATERIAL - BASE BID FM -1 CARPET, HOT CIRCUIT #54417, COLOR CURRENT BY SHAW BM -1 RUBBER BASE, ROPPE, 4" HIGH RUBBER COVE BASE, OR SIMILAR, COLOR TO MATCH EXISTING WM-1 PAINT, COLOR TO MATCH EXISTING WM-2 PAINT, COLOR TO MATCH EXISTING CM -1 ACOUSTICAL CEILING TILE, 24"x24" ARMSTRONG, MESA TEGULAR W/ 15/16" GRID. WHITE 2'-0" WARNING RESTRICTED AREA AUTHORIZED PERSONNEL ONLY MULTIPLE ENTRIES ON SINGLE _ BADGE ARE PROHIBITED.ANY r THE AERSON ACCESSING R ORT THROUGH THIS DOOR �S sILE f U JECTTo SEAREA CH BY'THE 'FSA OF HIS OR HER PERSON AND ACCESSIBLE PROPERTY, PUR3UAN'r'1`0 TITLE 49 USC 44903 L --_--------_._------...__I _ i FINISH LEVEL SCHEDULE FINISH LEVEL SCHEDULE INDICATED HEREIN IS A GENERAL LISTING OF GYPSUM BOARD WALL FINISHES FOR A DETAILED DESCRIPTION REFER TO C840 STANDARD SPECIFICATION FOR 'APPLICATION AND FINISHING OF GYPSUM BOARD' AS PUBLISHED BY 'ASTM' LEVEL 1 ABOVE FINISHED CEILINGS CONCEALED FROM VIEW LEVEL 2 UTILITY AREAS AND AREAS BEHING CABINETRY LEVEL 3 WALLS SCHEDULED TO RECEIVE TEXTURED WALL FINISH LEVEL 4 WALLS AND CEILINGS SCHEDULED TO RECEIVE FLAT OR EGGSHELL PAINT LEVEL 5 WALLS AND CEILINGS SCHEDULED TO RECEIVE SEMI -GLOSS OR GLOSS PAINT DRYWALL FINISH SCHEDULE AND FINISH NOTES 1 ALL WALLS REQUIRED TO BE FIRE RATED SHALL HAVE THE APPROPRIATE FIRE RATED GYPSUM BOARD INSTALLED IN ACCORDANCE WITH THE UL RATING CONSTRUCTION OF FIRE RATED WALLS SHALL BE IN STRICT ACCORDANCE WITH UL OR OTHER TEST LAB REQUIREMENTS 2 FOR EXTERIOR WALLS SEE BUILDING AND WALL SECTIONS FOR CONSTRUCTION REQUIREMENTS 3 PROVIDE 'MOISTURE RESISTANT' GYPSUM BOARD AT ALL LOCATIONS SUBJECT TO MOISTURE SUCH AS TOILETS, JANITOR CLOSETS, LOCKER ROOMS, ETC SHOWER AREAS SHALL HAVE GLASS MATT WATER RESISTANT BACKING BOARD IN LIEU OF MOISTURE RESISTANT GYPSUM BOARD 4 PROVIDE MINIMUM TWO STUDS AT ALL DOOR AND WINDOW JAMBS FULL HEIGHT OF WALL AT ALL INTERIOR STUD PARTITIONS 5 SEAL AROUND PERIMETER OF ALL FIRE AND SOUND RATED WALLS AND PARTITIONS IN ACCORDANCE WITH ALL FIRE AND STC RATINGS AND AS REQUIRED BY ALL APPLICABLE BUILDING CODES 6 TYPICAL IN PARTITION CAVITIES AT ALL WALL MOUNTED MILLWORK, CASEWORK, EQUIPMENT, GRAB BARS, ACCESSORIES ETC PROVIDE FIRE RETARDANT WOOD BLOCKING AS REQUIRED TO SUIT THE INSTALLATION OF THE ITEM ANCHORED TO METAL STUDS ON 24 INCH CENTERS MAXIMUM PROVIDE BLOCKING FULL WIDTH PLUS 12 INCHES PAST EACH END OF CASEWORK OR EQUIPMENT THAT IS TO BE WALL MOUNTED OR ANCHORED TO WALL PROVIDE ONE STUD AT EACH END OF THE BLOCKING TO SECURE ITEM TO THE PARTITION COORDINATE EXACT LOCATIONS OF WALL MOUNTED EQUIPMENT WITH OWNER OR EQUIPMENT PROVIDER 7 FIRE RATED DETAILS AND OTHER WALL RELATED DETAILS SHOWN ON THESE DOCUMENTS FOR THROUGH WALL PENETRATIONS IN FIRE RATED ASSEMBLIES PROVIDE BASIC REQUIREMENTS FOR VARIOUS PENETRATIONS OBTAIN COMPLETE DETAIL INFORMATION FROM THE PRODUCT MANUFACTURER AND/OR THE LATEST EDITION OF THE UL DIRECTORY 8 CONTROL JOINTS SHALL BE PROVIDED IN ALL GYPSUM WALL BOARD PARTITIONS AND SHALL NOT EXCEED 30' CENTERS CEILING JOINTS SHALL ALSO NOT EXCEED 30' CENTERS AND NO MORE THAN 900 SQUARE FEET IN AREA 9 INSTALL GYPSUM WALLBOARD 1/2" MINIMUM ABOVE FINISHED FLOOR 10 COORDINATE LOCATIONS OF PLENUM AIR TRANSFER BETWEEN CORRIDORS AND ROOMS WITH MECHANICAL CONTACTOR 11 REFER TO ROOM FINISH SCHEDULE FOR WALL FINISHES 12 ALL INSULATION EXPOSED TO HVAC RETURN AIR PLENUMS SHALL COMPLY WITH BUILDING CODE FLAME SPREAD REQUIREMENTS 13 ROOF DECK DEFLECTION: ALL PARTITIONS TERMINATING AT ROOF DECKS SHALL ACCOMMODATE 1/2" MINIMUM MOVEMENTS OF ROOF SYSTEM SEE PARTITION DETAIL SHEET FOR TYPE OF JOINTS 14 FULL HEIGHT PARTITIONS TERMINATING AT METAL ROOF DECKS SHALL NOT BE ATTACHED TO ROOF DECKING REFER TO DETAILS. G R 0 u P 2101 First Avenue North Birmingham, AL 35203 TEL. 205.251.0125 FAX. 205.458.1513 www.kpsgroup.com DK SECURITY KEY PAD. CR SECURITY CARD READER. SP SCRAMBLE PAD, BY HIRSCH DS DOOR POSITION SWITCH ML MAGLOCK _`= FIXED SECURITY CCTV CAMERA > PAN -TILT -ZOOM SECURITY CCTV CAMERA PTZ TYPICAL AT SERVICE DOOR AT EACH BOARDING BRIDGE. Re.: NOTE 3. �- R ML GATE 9 C� K I PML INSTALL CCTVGATE 10 CAMERA AT CAB CEILING --`� ML G/ H..._ ( GATE 11 K ML CH US CR — � •,�� 1 ML -.....,.... REPLACE TYPICAL AT SERVICE A2 °_:\' TYP. DOOR AT EACH -014 " Re.: SHEET A-602 BOARDING BRIDGE. Re.: NOTE 3 - ---- -_f GATE 12 ° CR CR INSTALL CCTV CAMERA AT CAB CEILING TYPICAL AT SERVICE DOOR AT EACH BOARDING BRIDGE. Re.: NOTE 3. K ML DS CRGR INSTALL CCTV CAMERA AT CAB I CEILING INSTALL CCTV CAMERA AT CAB CEILING - IN TYPICAL AT SERVI E DOOR AT EACH BOARDING BRIDGE. Re.: NOTE 3. I SCE MAGLOCK, I I Y f-1. n— . c11 irr-r- A nnn I— REMOVE CCTV CAMERA`�1 AND ACAMS AT EXISTING, GATE TO BE DEMOLISHED AND RE-':,' T INSTALL @ NEW GATE 11 1 TV CAMERA @ DOOR, TO REMAIN STING GATE DOOR ON ACCESS NTROL, TO REMAIN. COORDINATE TALLATION OF CR/K ON BRIDGE E WITH BRIDGE MANUFACTURER ENLARGED SECURITY PLAN @ GATE 11 1/8" = V-0" �i lrifl� i 1. THE PLANS SHOW SCOPE OF WORK ONLY. SUBCONTRACTOR TO DESIGN -BUILD THE SYSTEM TO MATCH AND TIE INTO EXISTING SYSTEM 2. ACAMS AND CCTV TO BE CONTROLLED BY NEAREST COMM ROOM. ALL ll I TERMMINATIONS TO BE LABELED TO MATCH EXISTING 3. INSTALL HID RK40 CARD READER / KEYPAD a EACH PASSENGER ri° BOARDING BRIDGE SERVICE DOOR, BOTH SIDES. EACH SERVICE DOOR TO HAVE 2511 MINI MAGLOCK BY DYNALOCK, TYP. 4. HIRSCH CONTROLLERS ABOVE DOOR 2113 TO BE REPLACED WITH NEW Lj 8 DOOR CONTROLLERS TYPE M81I RECESSED IN WALL AT NEWti� , LOCATION COORDINATED WITH OWNER. 5. REPLACE ALL EXISTING CARD READERS ON PBB SIDE AT GATE DOORS -- - - - - - - - _-_,.— ICV x.a oId Ili cr o 0 WITH NEW KEYPAD/CARD READER TYPE HID RK40. 6. REPLACE 8 PTZ CCTV CAMERAS, AS DIRECTED BY OWNER, WITH NEW PTZ CAMERAS TYPE 06044-E BY AXIS (� WARNING: THIS RECORD CONTAINS SENSITIVE SECURITY INFORMATION. NO PART OF THIS RECORD MAY BE DISCLOSED TO PERSONS WITHOUT THE "NEED TO KNOW", EXCEPT WITH THE WRITTEN PERMISSION OF THE AIRPORT PRESIDENT. UNAUTHORIZED RELEASE MAY RESULT IN CIVIL PENALTY OR OTHER ACTION. UPPER LEVEL - SECURITY PLAN 1 " = 50'-0" G R 0 U P 2101 First Avenue North Bi rill i fig ham, AL 35203 TEL. 205.251.0125 FAX. 205.458.1513 www.kpsdroup.com OF- F4Q CSP AR96436 rn REVISIONS CLIENT PROJECT SHEET TITLE ARCHITECT OF RECORD: JOB NO.: 100032356 DATE DESCRIPTION ''ly,° PASSENGER BOARDING BRIDGE REPLACEMENT DRAWN: DEIGN. reA �' CHECKED: GK � 1 s� II BID PACKAGE 2 VIII � r � I, I Iz I un Evtt,ut uKlm ": � r �S�l LN�� c"roi'�. SECURITY PLAN - UPPER AT ®.I dI ORLANDO SANFORD INTERNATIONAL AIRPORT FLNo.N S Gary IAR964RA DATE: AUG 2014 -"FA I LEVEL 482 South Keller Road Tel. (407) 647-7275 Date: 4 SANFORD, FLORIDA Orlando, FL 32810 Fax (407) 806-4500 --- - KPS Uroup, Inc. ... WWW.atkinsglobal.com/northamerica 2101 First Avenue, North Au Birmingham, AL 35203 DBPR Certificate of Authorization No. REMOVE EXISTING APRON - DRIVE PASSENGER BOARDING BRIDGE AND PEDESTAL. RE. CIVIL DWGS REMOVE EXISTING APRON -DRIVE PASSENGER BOARDING BRIDGE AND PEDESTAL. SEE CIVIL DWGS, REMOVE POTABLE WATER CABINET REMOVE EXISTING APRON -DRIVE PASSENGER BOARDING BRIDGE. DISCONNECT POWER AND DATA/VOICE. REMOVE PEDESTAL AND REPAIR APRON, REFER TO CIVIL DRAWINGS _7' X \"/N� / NVI y � n1 cuL A N DOOR OPENING F a 13 JL— — 13 El 0 El 0 El 11 0 a 11 0 U U a G R 0 U P 2101 First Avenue North Birmingham, AL 35203 TEL. 205.251.0125 FAX. 205.458.1513 www.kpsgr0Up.00rT1 OF. K 1%q 7 AR96436 LOWER LEVEL — DEMOLITION PLAN (—F) 11" = 50'-0" REVISIONS CLIENT PROJECT SHEET TITLE ARCHITECT OF RECORD: JOB NO.: 100032356 DATE DESCRIPTION DRAWN: AEV PASSENGER BOARDING BRIDGE REPLACEMENT DESIGN: rea CHEC BID PACKAGE 2 KED: G, K DEMOLITION PLAN ATNINS Gary Kimbrell, RA DATE: AUG 2014 Ili Or 1, aradoSard"Ford ORLANDO SANFORD INTERNATIONAL AIRPORT 482 South Keller Road Tel. (407) 647-7275 FL No.:AR96436 LOWER LEVEL Date: SANFORD, FLORIDA Orlando, FL 32810 Fax (407) 806-4500Ps Group, 111c. _ I U — ------ www.atki nsg lobal.com/northat-nerica 2101 First Avenue, North A 3 Birmingham, AL 35203 DUPR Certificate of Authorization No. �VY=�\ \ REMOVE EXISTING FLOORING "^rte nnnr REMOVE EXISTING STOREFF l�....�................... ............. . .. 'l REMOVE EXISTING APRON - DRIVE PASSENGER BOARDING BRIDGE. DISCONNECT POWER AND DATA/VOICE REMOVE EXISTING APRON -DRIVE PASSENGER BOARDING BRIDGE. DISCONNECT POWER AND DATA/VOICE G R O U P 2101 First Avenue North Birmingham, AL 35203 TEL, 205.251.0125 FAX. 205.458.1513 www.kpsgroup.com p KIMB < <Q '• AR96436�5� !�- DEMOLITION PLAN - UPPER LEVEL (-[-) 1" = 50'-0" REVISIONS CLIENT PROJECT SHEET TITLE ARCHITECT OF RECORD:/00032356 JOB NO.: _ _ _--- DATE DESCRIPTION , *�° PASSENGER BOARDING BRIDGE REPLACEMENT DRAWN: _ DESIGN: rea_____ --'`" B I DATKI NS au n CHECKED: GK _.----r'n I, PACKAGE DEMOLITION PLAN �r' DATE: I� tit � �� Gary KirYlbrell, RA AUG 2014 ��II� ORLANDO SANFORD INTERNATIONAL AIRPORT 1 ` �� FL No.:AR96436 '001 "� ® • ® UPPER. LEVEL 482 South Keller Road Tel. (407) 647-7275 Date: 04 SANFORD, FLORIDA , OrlandoFL 32810 Fax (407) 806-4500 ------- - -- -------- --_. __.._._.__----------- ITS Croup, Inc. ___._.. www.atkinsgIobal.com/northamerica 2101 First Avenue, North Birmingham, AL 35203 DBPR Certificate of Authorization No. 41( _ �y DEMOLITION PLAN - UPPER LEVEL (-[-) 1" = 50'-0" REVISIONS CLIENT PROJECT SHEET TITLE ARCHITECT OF RECORD:/00032356 JOB NO.: _ _ _--- DATE DESCRIPTION , *�° PASSENGER BOARDING BRIDGE REPLACEMENT DRAWN: _ DESIGN: rea_____ --'`" B I DATKI NS au n CHECKED: GK _.----r'n I, PACKAGE DEMOLITION PLAN �r' DATE: I� tit � �� Gary KirYlbrell, RA AUG 2014 ��II� ORLANDO SANFORD INTERNATIONAL AIRPORT 1 ` �� FL No.:AR96436 '001 "� ® • ® UPPER. LEVEL 482 South Keller Road Tel. (407) 647-7275 Date: 04 SANFORD, FLORIDA , OrlandoFL 32810 Fax (407) 806-4500 ------- - -- -------- --_. __.._._.__----------- ITS Croup, Inc. ___._.. www.atkinsgIobal.com/northamerica 2101 First Avenue, North Birmingham, AL 35203 DBPR Certificate of Authorization No. NEW CONCRETE PEDESTAL, RE.: CIVIL DRAWINGS --- A3 _1E )ESTAL, RE.: �1 /LECTRICALR00 1 _ I, 8101 I �...- �.f f, o u LIFE SAFETY NOTES 1. CHANGES TO THE BUILDING IN THIS PACKAGE ARE MINIMAL AND DO NOT AFFECT FLOOR AREA AND OCCUPANT LOAD J Ihf 2. THIS PROJECT DOES NOT AFFECT ANY EXISTING MEANS OF EGRESS NOR f TRAVEL DISTANCE TO AN EXIT f G R 0 u P 2101 First Avenue North Birmingham, AL 35203 TEL. 205.251.0125 FAX. 205.458.1513 www.kpsgroup.com OF. , F.�0, K 1&S% AR96436 ❑ .. �i QA uA ern 0 LOWER LEVEL FLOOR PLAN 1 " - 50'-0" O REVISIONS CLIENT PROJECT SHEET TITLE ARCHITECT OF RECORD: JOB NO.: _1.00032356 Aw DRAWN: DATE DESCRIPTION �a,f PASSENGER BOARDING BRIDGE REPLACEMENT DESIGN: rea BID PACKAGE 2 T_ CHECKED: ? {� COMPOSITE PLAN ATK I N u"u a uNl a 11,' ,��;U� AUG 2014 - � o! aw ° ORLANDO SANFORD INTERNATIONAL AIRPORT FLNo.:AR96, 6 DAT : LOWER LEVEL FL No.:AR96436 482 South Keller Road Tel. (407) 647-7275 Date: SANFORD, FLORIDA Orlando, FL 32810 Fax (407) 806-4500 �. KPS Group, Inc. - www.atkins global.com/northamerica lobal.com/northamerica Birm Fiat Avenue, North inyharn, AL 35203 - - -- -- DBPf3 Certificate of Authorization No. i l°W GATE 1 0\ \ B2 -15 C1 -15 t,GATE 9 I GATE 8 = — B1 GATE 11 (-`----�1 GATS 12 < I G A2 -15 1 GATE 7 I r 1 �•3 G R O U P 2101 First Avenue North Birmingham, AL 35203 TEL. 205.251.0125 FAX. 205.458.1513 WWW.kpsgroup.com OF.. F40 JZ�. S ��P �i�-z�� a AR96436 .`z`�F GENERAL NOTES 1. CONTRACTOR TO PROVIDE SECURE BARRIER, APPROVED BY OWNER, AT EACH GATE WHILE WORK AT GATE IS UNDERGOING. 2. CONTRACTOR TO INFORM OWNER 30 DAYS PRIOR TO CLOSURE OF A GATE. NO MORE THAN TWO GATES CAN BE OUT -OF -SERVICE AT ANY ONE TIME. 3. PROVIDE WARNING SIGN AS SHOWN ON SHEET A-013 a EACH PASSENGER BOARDING BRIDGE SERVICE DOOR LIFE SAFETY NOTES 1. CHANGES TO THE BUILDING IN THIS PACKAGE ARE MINIMAL AND DO NOT AFFECT FLOOR AREA AND OCCUPANT LOAD 2. THIS PROJECT DOES NOT AFFECT ANY EXISTING MEANS OF EGRESS NOR TRAVEL DISTANCE TO AN EXIT �LJp. A -71 0 o UPPER LEVEL - FLOOR PLAN 1 " = 50'-0" O REVISIONS CLIENT PROJECT SHEET TITLE ARCHITECT OF RECORD: JOB NO.: 100032356 AW DATE DESCRIPTION ., PASSENGER BOARDING BRIDGE REPLACEMENT DESIGN: rea DRAWN: GK a�u„rs.,, III, Gf ,f m.. ^",” I,, a Sv Y d BID PACKAGE 2 /� CHECKED: AUG 2014 -- r COMPOSITE P L/-�N �ATKINS Gary Kirnbrel I, RA DATE: -- X41 , � 11 �� ORLANDO SANFORD INTERNATIONAL AIRPORT ® FLNo.:AR96436 m"'�s`Nit • o UPPER LEVEL 482 South Keller Road Tel. (407) 647-7275 Date: SANFORD, FLORIDA c , Orlando FL 32810 Fax 407 806-4500 - -- _ � KPS Group, Inc. www.atkins lobal.com/northarnerica 2tol FirstAvenue,North www.atkinsglob.Al.com/northarfierica AL 35203 L7BPFi Certificate of Authorization No. d �S1 w 0 i- o z ELECTRICAL ROOM CD FB—I011 w J 4 -S1 - U 10'-0" CLEAR INSIDE /IA3-� ELECTRICAL ROOM B101 A-152 1/4" = 1'-0" NEW WALL INFILL 5/8" GWB OVER METAL STUDS, FLUSH WITH EXISTING. u VIEW PASSENGER GATE DOOR 2123 AND ACCESS CONTROL TO HOLD ROOM REMAIN Emil GATE 10 PODIUM TO REMAIN INSTALL PODIUM AND EQUIPMENT RELOCATED FROM FORMER GATE 12. SEE A2/A-152 GATE 10 COUNTER TO REMAIN. ADD NEW GATE 11 INFRASTRUCTURE -- IF METAL STUD WALL NEW CARD CONSTRUCTION, REMOVE GWB, A2 READER 0 INSTALL BLOCKING IN WALL, PATCH AND PAINT. ,-211 IF HORIZONTAL GIRTS `\ BETWEEN WALL FRAMES, ATTACH BARRIER TO MIN. 2 GIRTS NEW PASSENGER BOARDING BRIDGE ON NEW PEDESTAL. SEE CIVIL FOR EXACT LOCATION. ALIGN NEW DOOR WITH BOARDING BRIDGE, PROVIDE INFRASTRUCTURE FOR PUBLIC ADDRESS, ACAMS AND CCTV BOARDING BRIDGE @ GATES 10 & 11 1/8" = 1'-0" GATE DOOR 2129 AND ACCESS CONTROLTO REMAIN -- — INSTALL NEW A-7021 THRESHOLD A2 -- RELOCATED \ GATE 12 SIGN DOOF '- NEW PASSENGER BOARDING BRIDGE. ON NEW PEDESTAL INSTALL NEW FULL i HEIGHT EXTERIOR METAL PANELS, TO MATCH EXISTING -- - A3 Al A-211 -30 BOARDING BRIDGE @ GATE 12 1/8" = 1'-0" GATE COUNTER TO REMAIN. GATE RODIUM -FO BE RELOCATED. REPAIR / REPLACE FLOORING NEW PASSENGER BOARDING BRIDGE. ON NEW PEDESTAL INSTALL NEW THRESHOLD GATE DOOR 2118 AND ACCESS CONTROL TO REMAIN \ � L CORRIDOR B202 HOLD ROOM B201 -_ INSTALL NEW FLOORING AND BASE BOARDING BRIDGE @ GATE 9 m 1/8" = 1'-0" -� t G R O U P 2101 First Avenue North Birmingham, AL 35203 -CEL. 205.251.0125 FAX. 205.458.1513 www.kpsgroup.coni .W PASSENGER ►ARDING BRIDGE ON NEW DESTAL ISTALL NEW THRESHOLD EPAIR WALL ABOVE OOR. Re.: A-014, NOTE 4. TE DOOR 2112 AND IDESS CONTROL TO MAIN BOARDING BRIDGE C@ GATE 8 (I) 1/811 /8" = 1'-0" REPAIR WALL WHEREVER A SIGN OR KEYPAD HAS BEEN REMOVED. A-702 A. NEW WALL INFILL, INSTALL CONTINUOUS WALL BASE AND PAINT WALL TO MATCH EXISTING ASSENGER )ING BRIDGE. N PEDESTAL -L NEW HOLD )OOR 2106 AND >S CONTROL TO N BOARDING BRIDGE @GATE 7 m 1/8" = 1'-0" K — 71-7 — c'> AR96436: }� CENTER LINE OF BRIDGE TO BE REMOVED A31 EXISTING METAL PANELS, TO REMAIN NEW METAL PANELS, TYPE R AND COLOR TO MATCH EXISTING EXTENT OF WALL INFILL CONCRETE PEDESTAL TO BE REMOVED ELEVATION @ WALL INFILL 1/4" = V-0" NEW METAL PANELS TYPE R, TO MATCH EXISTING -- BOARDING BRIDGE CENTER LINE RE.: CIVIL FOR LOCATION A2 -30 / I.�. V- 0" MIN. 13'- 9" FIELD VERI BOARDING BRIDGE CENTER LINE (CENTER ON EXISTING GATE DOOR) EXISTING MST"'"" EXISTING G, TO REMAIN EXISTING METAL PANELS, TO REMAIN NEW GATE DOOR 11 - 1'-0" 0 R 0 U P 2101 First Avenue North Birmingham, AL 35203 TEL. 205.251.0125 FAX. 205.458.1513 www.kpsgroup.com NEW PASSENGER / I' NEW PASSENGER BOARDING BRIDGE I EXTENT OFI - ' OARDING BRIDGE I � CONCRETE PEDESTAL, STOREFRONT TO I SEE CIVIL / STRUCTURAL I BE REMOVED CONCRETE PEDESTAL, I EE CIVIL / STRUCTURAL ll� III_._.III- III III III III III III III III II A2 ELEVATION @ PROPOSED GATE 11 Al ELEVATION @a EXISTING GATE, TYP. 1/4" = 1'-V" 1/411 = 1'-0" I I I I I I I I I I I L I I I I I I I , I I I I I I I I I I I I I I \ I \ \\ I I I I I I I 11- MIN.r 0" GTE OPENING MIN. FIELD VERIFY I I I I I I EXISTING METAL PANELS, TO REMAIN NEW METAL PANELS, TYPE R AND COLOR TO MATCH EXISTING EXTENT OF WALL INFILL CONCRETE PEDESTAL TO BE REMOVED ELEVATION @ WALL INFILL 1/4" = V-0" NEW METAL PANELS TYPE R, TO MATCH EXISTING -- BOARDING BRIDGE CENTER LINE RE.: CIVIL FOR LOCATION A2 -30 / I.�. V- 0" MIN. 13'- 9" FIELD VERI BOARDING BRIDGE CENTER LINE (CENTER ON EXISTING GATE DOOR) EXISTING MST"'"" EXISTING G, TO REMAIN EXISTING METAL PANELS, TO REMAIN NEW GATE DOOR 11 - 1'-0" 0 R 0 U P 2101 First Avenue North Birmingham, AL 35203 TEL. 205.251.0125 FAX. 205.458.1513 www.kpsgroup.com NEW PASSENGER / I' NEW PASSENGER BOARDING BRIDGE I EXTENT OFI - ' OARDING BRIDGE I � CONCRETE PEDESTAL, STOREFRONT TO I SEE CIVIL / STRUCTURAL I BE REMOVED CONCRETE PEDESTAL, I EE CIVIL / STRUCTURAL ll� III_._.III- III III III III III III III III II A2 ELEVATION @ PROPOSED GATE 11 Al ELEVATION @a EXISTING GATE, TYP. 1/4" = 1'-V" 1/411 = 1'-0" DENOTES EXISTING METAL BUILDING ROOF STRUCTURE, ROOFING AND GUTTER SYSTEM DENOTES EXISTING STRUCTURE REMOVE EXISTING PANELS - ABOVE OPENING AND REINSTALL PANELS THE ENTIRE HEIGHT, TO MATCH EXISTING 11 A2 � WALL SECTION DENOTES EXISTING METAL BUILDING ROOF STRUCTURE, ROOFING AND GUTTER SYSTEM \"\ ` ----- REMOVE EXISTING PANELS -, - X., 7 ABOVE OPENING AND r" � 4 REINSTALL PANELS THE ` - EXISTING CEILING SYSTEM, ENTIRE HEIGHT, TO MATCH TO REMAIN EXISTING - - CCTV CAMERA TYPICAL @ EACH GATE DOOR. ALIGN ..III WITH EXIST. `LL NEW R -TYPE METAL PANELS 0 CE.. ON FLUID -APPLIED WEATHER j `— PROVIDE 6" BATT MIN. BARRIER ON 5/8" EXT GYP. BD. C o INSULATION IN WALL CAVITY OVER METAL STUDS AT 16" r w a NEW WALL INFILL CENTERS (SIZE TO MATCH FL �EXISTING WALL GIRTS) ON ALIGN JETWAY DOOR FRAMES 3/4" METAL FUR AT 16" TO INSIDE FACE OF WALL r CENTERS OVER 5/8" GYP � WALL BOARD - —NEW THRESHOLD, TYP. - r PROVIDE 6" BATT MIN. INSULATION IN WALL CAVITY A-302 WALL SECTION c NEW BOARDING BRIDGE 3/8" = 1 '-0" EXISTING METAL WALL PANELS TO REMAIN ROTUNDA PEDESTAL, SEE CIVIL / STRUCTURAL 0 0 T WALL SECTION G R 0 U P 2101 First Avenue North Birmingham, AL 35203 TEL. 205.251.0125 FAX. 205.453.1513 www.kpsgrpup.com �s OF. -F4010 T. �y 0 K I%S'F AR96436 .X5�' EXISTING CEILING SYSTEM, TO REMAIN MATCH EXISTING WALL FINISH AND BASE WALL SECTION @ OPENING INFILL 3/8" = V-0" - TYPICAL REVISIONS CLIENT PROJECT SHEET TITLE ARCHITECT OF RECORD JOB NO.: 100032356 DATE DESCRIPTIONlaw PASSENGER BOARDING BRIDGE REPLACEMENT �RawN: rea - -- CHECKED: GK W BID PACKAGE 2 WALL SECTIONSATKN DATE: AUG 2014 Orlandoal"anford GaryKimbrell, RA__..._____.__-_.__��:�u,�u��I,ORLANDO SANFORD INTERNATIONAL AIRPORT FLNo.:AR96436 ® ® SANFORD FLORIDA ora OrlSouando, 32810ler FaxFax (407) 806-4500 Date: ------_.---- , KPS Group, Inc. "°" www.atkinsglobal.com/northamerica 2101 First Avenue, North A J02 Birmingham, AL 35203 DBPR Certificate of Authorization No. 7 r" � 4 ..III I I WALL SECTION G R 0 U P 2101 First Avenue North Birmingham, AL 35203 TEL. 205.251.0125 FAX. 205.453.1513 www.kpsgrpup.com �s OF. -F4010 T. �y 0 K I%S'F AR96436 .X5�' EXISTING CEILING SYSTEM, TO REMAIN MATCH EXISTING WALL FINISH AND BASE WALL SECTION @ OPENING INFILL 3/8" = V-0" - TYPICAL REVISIONS CLIENT PROJECT SHEET TITLE ARCHITECT OF RECORD JOB NO.: 100032356 DATE DESCRIPTIONlaw PASSENGER BOARDING BRIDGE REPLACEMENT �RawN: rea - -- CHECKED: GK W BID PACKAGE 2 WALL SECTIONSATKN DATE: AUG 2014 Orlandoal"anford GaryKimbrell, RA__..._____.__-_.__��:�u,�u��I,ORLANDO SANFORD INTERNATIONAL AIRPORT FLNo.:AR96436 ® ® SANFORD FLORIDA ora OrlSouando, 32810ler FaxFax (407) 806-4500 Date: ------_.---- , KPS Group, Inc. "°" www.atkinsglobal.com/northamerica 2101 First Avenue, North A J02 Birmingham, AL 35203 DBPR Certificate of Authorization No. hlzVRAUi\jJ CLIENT DATE DESCRIPTION From DOOR From Room: Room: NUMBERS FUNCTION Name Number LOWER LEVEL 1138 �l Interior ELECTRICAL 13101 UPPER-LEVEL 2106 Exterior PAINT PAINT PAINT 2112 2118 !2123 Exterior PAINT PAINT PAINT Exterior CORRIDOR B202 DOOR Exterior HOLD ROOM- B201 2125 _ 2129 Exterior Exterior HOLD ROOM B201 rn w Q DOOR SCHEDULE VARIFq STYLE "F" VARI P3 STYLE"FG" F 1 3'-0" 1 T-0" 1 2" IHM F" 4'-0" 7'-0" 2" HM F 4'-0" 7'-0" 2" HM F 4'-0" T-0" 2" HM F 4'-0" 7'-0" 2" HM F 4'-0" T-0" 2" HM F 4'-0" T-0" 2" HM PAINT I F IHM I PAINT PAINT -100032356 HM PAINT PAINT PAINT rea HM HM PAINT PAINT PAINT AUG 2014 HM DETAIL DOOR DOOR DOOR DOOR DOOR DOOR FRAME FRAME FRAME DETAILS DETAILS S = t=— ¢ z ,� ¢ F 1 3'-0" 1 T-0" 1 2" IHM F" 4'-0" 7'-0" 2" HM F 4'-0" 7'-0" 2" HM F 4'-0" T-0" 2" HM F 4'-0" 7'-0" 2" HM F 4'-0" T-0" 2" HM F 4'-0" T-0" 2" HM PAINT I F IHM I PAINT PAINT -100032356 HM PAINT PAINT PAINT rea HM HM PAINT PAINT PAINT AUG 2014 HM PAINT PAINT PAINT F HM HM PAINT PAINT ->>- 0 GYPS M W CA LBOARD 1 1/2" HANNEL STIFFENER - EXTEND 4'-0" MIN EA/SIDE, OR TO PARTITION CORNER PUNCH ,.I TUD WEBS FOR CHANNEL & TIE SECURELY METAL STUD FRAMING ACOUSTIC CEILING SYSTEM U-1 I o � illll I II 00 _ w CUT & BEND RUNNER � _ SCREW TO DOUBLE STUD ENDS O O HOLLOW METAL FRAME o ---- " REFER TO PARTITION TYPE FOR THROAT DIMENSION REFER TO DOOR SCHEDULE FOR SIZE & TYPE A2 INTERIOR DOOR HEAD DETAIL A-602/ 3" = V-0" PROJECT PASSENGER BOARDING BRIDGE REPLACEMENT BID PACKAGE 2 ORLANDO SANFORD INTERNATIONAL AIRPORT ` O SANFORD, FLORIDA SHEET TITLE DOOM TYPES AND SCHEDULE VARIES i U)Uj , EC STYLE"DFG" FIRE HDWR RATING SET COMMENTS A2/A-602 Al/A-602 02 COLOR TO MATCH EXISTING EXISTING. SEE NOTE 1 _ EXISTING. SEE NOTE 1 EXISTING. SEE NOTE 1 EXISTING, SEE NOTE 1 0.1 — COLOR TO MATCH EXISTING —I EXISTING. SEE NOTE 1 NOTES: 1. DOOR TO REMAIN. REPLACE MAGLOCK WITH M490DEP BY SCHLAGE. COORDINATE SEQUENCE WITH OWNER. DOOR PAINT TOUCH-UP IF REQUIRED. LU I O 0 y-- L LuLL W h O - -- O 0 PARTITION TYPE SEE PLAN GYPSUM WALLBOARD 1 1/2" CHANNEL STIFFNER - EXTEND 4'-0" MIN EA SIDE, OR TO PARTITION CORNER PUNCH STUD WEBS FOR CHANNEL & TIE SECURELY METAL STUD FRAMING CUT & BEND RUNNER SCREW TO DOUBLE STUD ENDS HOLLOW METAL FRAME REFER TO PARTITION TYPE FOR THROAT DIMENSION REFER TO DOOR SCHEDULE FOR SIZE & TYPE 11 Al INTERIOR DOOR JAMB DETAIL A-602/ 3" = V-0" ARCHITECT OF RECORD: Gary Kirnbrell, RA FL No.:AR96436 Date: KPS Croup, Inc. 2101 First Avenue, North Dirmingham, AL 35203 DUPR Certificate of Authorization Nu G R 0 U P 2101 First Avenue North Birmingham, AL 35203 TEL. 205.251.0125 FAX. 205.4513.1513 www.kpsgroup.Corrl �.OF. F(�� ID, G' y p K n AR96436 r7f'T JOB NO.: -100032356 DRAWN: DESIGN: rea CHECKED: GK DATE: AUG 2014 4 EXISTING GATE BACKSREEN CABINET, TO REMAIN - - EXISTING FLOORING, TO REMAIN 11 A4 � INTERIOR ELEVATION A-702) ELEVATION a SECURITY BARRIER 1/4" = 1'-0" GATEIDEN SIGN, TO E CARD REA REMOVED INSTALLEE GATE 11. REPAIR Wi PAINT TO I' EXISTING 11A3� INTERIOR ELEVATION A-702 INTERIOR ELEVATION - HOLD ROOM (EXISTING GATE 12) CCTV CAMERA TO AUJU� BE REMOVED, REINSTALL AT NEW GATE 11. REPAIR WALL GATE SIGN TO BE RELOCATED NEW WALL INFILL. WM-1 NEW BASE BM -1 1/4" = 1'-0" / nnhAF-M SIGN, 'ING INTERIOR ELEVATION 41/2" ALUMINUM STOREFRONT, FLUSH W/ "DO NOT ENTER" SIGN, CABINET. MATCH EXTERIOR TO MATCH EXISTING - -\ EXISTING WM-1, WINDOW FINISH. TO REMAIN - SIGN, TO MATCH ANCHOR TO FLOOR, WALL EXISTING — ADJUST GATE AND GATE BACKSCREEN INDICATORS ------- DOOR AND "., MATCH EXISTING / j FRAME, TO I~ MATCH EXISTING �I ox % , CD II t69�i^itl L0 �-TRANSLUCENT Z-6" F.V. LAMINATED GLASS 11 A4 � INTERIOR ELEVATION A-702) ELEVATION a SECURITY BARRIER 1/4" = 1'-0" GATEIDEN SIGN, TO E CARD REA REMOVED INSTALLEE GATE 11. REPAIR Wi PAINT TO I' EXISTING 11A3� INTERIOR ELEVATION A-702 INTERIOR ELEVATION - HOLD ROOM (EXISTING GATE 12) CCTV CAMERA TO AUJU� BE REMOVED, REINSTALL AT NEW GATE 11. REPAIR WALL GATE SIGN TO BE RELOCATED NEW WALL INFILL. WM-1 NEW BASE BM -1 1/4" = 1'-0" / nnhAF-M SIGN, 'ING INTERIOR ELEVATION 7WM- NEW BM -1 u,-, L KATION RELOCATE AIRLINE EQUIPMENT SIGN, TO MATCH FROM PREVIOUS LOCATION EXISTING RELOCATE PODIUM FROM EXISTING GATE 12 LOCATION, ALONG W/ ALL ASSOCIATED EQUIPMENT INCLUDING. BUT NOT LIMITED TO, ELECTRICAL, FIBER AND COMMUNICATION. -- Al A2 -30 -30 NEW CCTV CM -1, TO REMAIN NEW GATE 11 SIGN, MATCH EXISTING - -----\ "DO NOT ENTER" SIGN, TO MATCH EXISTING - -\ EXISTING WM-1, GATE IDENTIFICATION TO REMAIN - SIGN, TO MATCH TO 1 1 v EXISTING — ADJUST GATE WARNING SIGN, TO INDICATORS ------- DOOR AND "., MATCH EXISTING / 7WM- NEW BM -1 u,-, L KATION RELOCATE AIRLINE EQUIPMENT SIGN, TO MATCH FROM PREVIOUS LOCATION EXISTING RELOCATE PODIUM FROM EXISTING GATE 12 LOCATION, ALONG W/ ALL ASSOCIATED EQUIPMENT INCLUDING. BUT NOT LIMITED TO, ELECTRICAL, FIBER AND COMMUNICATION. -- Al A2 -30 -30 NEW CCTV CM -1, TO REMAIN INTERIOR ELEVATION - GATE 12 1/4" (PROPOSED) ■ in INTERIOR ELEVATION INTERIOR ELEVATION - GATE 11 (PROPOSED) 0 R 0 U P 2101 First Avenue North Birmingham, AL 35203 TEL. 205.251.0125 FAX. 205.458.1513 www.kpsgroup.com 4 V-11-11le I — WM-1 WM-2, TO REMAIN — EXTENT OF STOREFRONT TO BE REMOVED BM -1 `— NEW SCRAMBLEPAD, MATCH EXISTING PUBLIC ADDRESS STATION, MATCH EXISTING EXTENT OF NEW WALL INFILL & FINISH 1/4" = V-0" TO 1 1 v - NEW GATE IN - - DOOR AND j FRAME, TO I~ MATCH EXISTING �I ox % , II I INTERIOR ELEVATION - GATE 12 1/4" (PROPOSED) ■ in INTERIOR ELEVATION INTERIOR ELEVATION - GATE 11 (PROPOSED) 0 R 0 U P 2101 First Avenue North Birmingham, AL 35203 TEL. 205.251.0125 FAX. 205.458.1513 www.kpsgroup.com 4 V-11-11le I — WM-1 WM-2, TO REMAIN — EXTENT OF STOREFRONT TO BE REMOVED BM -1 `— NEW SCRAMBLEPAD, MATCH EXISTING PUBLIC ADDRESS STATION, MATCH EXISTING EXTENT OF NEW WALL INFILL & FINISH 1/4" = V-0"