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Sanford Airport Plans Cargo Storage facilitiesSITE LOCATION PLAN ` ° c GENERAL NOTES: 1.' THESE DRAWINGS (SHEETS 1-,HROUGH 6) HAVE 13EEN PREPARED TO DESCRIBE THE SCoPF OF WORK REQUIRED BY THE SANFORD AIRPORT AU FHORI rY, 10 SERVE AS A BASIS FOR DES16N -BUILD PROPOSAL$.,. THESE DRAWINGS ARE NOT SUFFICIENT FOR CONS rRUC11ON OR PERMITTING fhlE l ' AUTOCAD FI[ES WILL BE MADE AVAILABLE TO THE CONTRACTOR FOR USE BY THE ARCH(rT:C I AND ENGINEERS IN PREPARING THE CONSTRUCTION DRAWINGS, IF DESIRED SEE OU ri-NE SPECIFICA r ONS FOR ADDITIONAL REQUIREMENTS. 2. THE BUILDING` HAS BEEN DESIGN TO INTERFACE WITH THE RECEN rLY CONSTRUCTED :SITE IMPROVEMENTS ON THE WEST (PUBLIC) SIDE. PLANS FOR THESE SI TE IMPROVEMEN IS ARE ' AVAILABLE FOR REVIEW AT THE SANFORD AIRPORT AUTHORITY OFFICE ` 3. CONTRACTOR SHALL USE EXTREME CAUTION TO AVOID DAMAGING EXIS fING PAVEMENTS AND O rHER d ITEMS DURING CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. TO THE EX TEN f POSSIBLE, HEAVY OR POTENTIALLY DAMAGING ITEMS SHALL BE STORED ON THE EAST SIDE, ON PAVEMENT w-11 1I V&L BE OVERLAYED. ` 4.'THE THE INTEGRITY OF THE AIRPORT PERIMETER SECURITY FENCE LINE MUST BE PRESERVED AT ALL I` A TIMES, EXCEPT FOR A BRIEF PERIOD DURING DAYLIGHT HOURS WHILE RELOCATING THE FENCE }FABRIC. TEMPORARY POSTS SHALL BE CORED INTO THE PAVEMENT, BUT ARE Nor RCOUIRED TO z - BE SET IN CONCRETE. 5. THE AIRSIDE PAVEMENT SHALL BE CONSTRUCTED AFTER THE BUILDING IS ENCLOSED AND AFTER i ALL DOORS AND PERMANENT FENCE HAVE BEEN INSTALLED WHEN THIS WORK IS IN PROGRESS, ' LIGHTED TRAFFIC BARRICADES SPACED AT 25' O C (MAX.) SHALL BE PLACED ALL AROUND THE s WORK AREA. p 6, IT IS CRITICAL THAT PROSPECTIVE DESIGN -BUILD CON TRACTORS AND THEIR ARCHI rECrl/ENGINEERS VISIT AND FAMILIARIZE THEMSELVES WITH THE SITE PRIOR TO FORMULATING PROPOSALS. 7. ALL EXISTING PAVEMENT IN THE BUILDING PAD AREA SHALL BE REMOVED PAVEMENT IN THIS AREA CONSISTS OF ASPHALT-OVERLAYED CONCRETE. ACCORDING TO AVAILABLE RECORDS THE ' CONCRETE IS UNREINFORCED EXCEPT FOR DOWELS AT JOINTS, AND IS APPROXIMA rEl_� 1- IICHF�, ra .F THTHICK. ALL REMOVED MATERIAL SHALL BE LAWFULLY DISPOSED OF OFF AIRPORT PROPERTY F for' r 8. SOIL CONDITIONS ARE NOT EXPECTED TO BE DETRIMEN CAL TU THE PROPOSED BUILDING CONSTRUCTION. NEARBY SOIL BORINGS TAKEN FOR THE SITE IMPROVEMENTS PROJECT INDICA I PRIMARILY FINE SAND AND SILTY FINE SAND, UNIFIED SOIL CLASSIFICATION SP AND SM „MUCK v/AS FOUND DURING CONSTRUCTION IN THE AREA OF ASPHALT PAVEMEN r WEST OF THE BUILDING, BUT , DOES, NOT APPEAR TO CONTINUE UNDER THE BUILDING SITE. I THE PROPOSAL PRICE SHALL BE BASED ON SANDY SOILS SUITABLE FOR SPREAD FOUNDATIONS IF MUCK OR OTHER UNSUITABLE MATERIAL IS ENCOUNTERED WHICH REQUIRES REMOVAL AND REPLACEMENT, SUCH WORK SHALL BE ELIGIBLE FOR PAYMENT AS "ADDITIOI`IAL WORK", FOR A ` NEGOTIATED UNIT PRICE NOT TO EXCEED TWELVE DOLLARS (12.00) PER CUBIC YARD OF EXCAVATED UNSUITABLE MATERIAL AND OVERBURDEN, MEASURED IN --PLACE NO SEPARATE --- ' MEASUREMENT OR PAYMENT SHALL BE MADE FOR THE REPLACEMENT MATERIAL I , t 9 ADEQUATE SUITABLE FILL MATERIAL IS AVAILABLE FROM THE S10CKPILE LOCATED ON THE ViE15T SIDE OF CARRIER AVE. j 10. DURING CONSTRUCTION, SILT BARRIERS SHALL BE MAINTAINED AT INLETS RECEIVING RUNOFF FROM THE WORK AREA. THIS PROJECT IS COVERED BY AN EXISTING PERMIT ISSUEU,BY THE Sr JOHNS RIVER WATER MANAGEMENT DISTRICT (S.J R.W.M D ) WHICH WILL BE FURNISHED TO THE COi j rRAC rOJZ THE CONTRACTOR SHALL POST A COPY OF THE PERMIT AT THE SITE ' 11. CONTRACTOR SHALL INSTALL REFRIGERATION EQUIPMENT FURNISHED BY AIRPOR I AU LIQRITY FOR THE REFRIGERATED AREA. THE EXISTING EQUIPMENT IS NEW AND IS SUITABLE FOR CHI 3 PURPOSE IT IS AVAILABLE FOR INSPECTION AT THE AIRPORT BY THE CONTRACTOR AND HIS MECHANICAL ENGINEER. CONTACT THE SANFORD AIRPORT AUTHORITY TO ARRANGE FOR THE INSPECTION Atli MATERIALS REQUIRED FOR A COMPLETE INS TALLATIQN, INCLUDED DU f NOT LIMI rFD TO REFRIGERAN F TUBING, ELECTRICAL FEED, CONCRETE PAD, AND SUPPORTS, SHALL BE FURNISHED BY THE , CONTRACTOR. SEE SPECIFICATIONS. I >' tp, , N r F � cri m , cu ra I � Zs+ r ti FF - cn , 1 'W. r F _ DRAWN BY J.B.C. CHECKED BY: R.H. APPROVED BY- B.P. DATE, MAY 1997 FILE' 9644SITE' DWG \ vn 0 30 SCALE — FEET w. / EXISTING STORMWATER TREATMENT POND /� 7- ABREVIATIONS CIP CAST IRON PIPE __ _ \ / / /_>< CO CLEANOUT \ / \ u F.N. FIRE HYDRANT //�� / / / "� �'/� \ SAN SANITARY SD STORM DRAIN/ UD UNDERDRAIN DISCHARGE W WATER MAIN I \ / /-__ ��- -I EXISTING OVERHEAD LINES \. /- EXISTING F.P.L. CO. POLE - / �r 0? �I i r EXISTING EMPTY CONDUIT TO FUTURE SIGN SEE CODED,--' III GRA`,S AREA -- 49 - NO (FE BELOW i �.3 <z (( EXISTING CONDUITS WITH CONDUCTORS TO 1 III , AREA LIGHTS (2 CIRCUITS, 277 V ) t 10" v�� — --_--- -- _ /_� II - /LLL-_- -_- - - - / `tea '� -- --_� _ - - , = J / 10" D I P AT ROAD CROSSING — — —_ - ----- ---- �- - — -- - - - N EXIS TING WAS rE - I r / 1 P i CON rAINER �I I �.� CONNECT f0 EXISTING CONDUCTORS I I 10" PVC --'�-- / , ENCLOSURE- - IN THIS PULL BOX, AS DIRECTED— �-- \ EXISTING NAIL & h� " { C- _J ' INSTALL 3 No. 8 COPPER rHWN / / r AT EVEN 100' STA TIONS o� ( CONDUCTORS FORS IN EXISTING CONDUIT \ t 1 l 3 4- I I- 5 U (Oil cq co _ c _ _ -I _ _ _ T - EXISTING PAVEMENT SEE CONS, (RUC (IOI I— I-- — —�f C / � � EXISTING CONDUITS AND PIPES GENERAL NOTES 2 AND 3) CON S TRUCT RAIViP`� — SEE DETAIL' SHT. 5 /-RECORD LOCATIONS Or CL TRENCHES l tr uj 4- � CONSTRUCT RAMPS — GRASS AREA +� r -I 7,' '4- SEE \- \ � ) \� I "�I�r \ ___ x _/-J —�/ vII /�F�cJ'//3 — -- — •--xJS-\ssssJrs3�s I S-EE 55� _35 DETAILS ETAILS II IS-HT; PVII -5 V�i t EXIST. A`PH Ppz :c J L x C d� — I qq iEXISTING STORM DRAIN PIPE {TYPSEE SH T2 NsXMT ONC PVEXIS T CONC PMEXIS CONC EXIST. CONCEXISTING DRAINAGE 1.STRUCTURE TYP 5' (CONTRACTOR Lo n-BLDG CORNER TO VERIFY) 0' iA5jaSTf11 h48 11RT1 x -r BLDG CORNER - STA 5+50 I@ (120' RT)�kP 10p�CK'/It� _ WIN �IL—1I •_ �� - - � �------�-- FOR CONTINUATION / OFFICE s� PLANTING - Cam' -- SEE SHT. 2. j UNPAVED EXTEND EXISTING r/ REMOVE I 56 98x / PIPES - SEE SHT 2 575 / � EX TEND EXISTING CONDUITS TO EXIS r. 5812 LECTRICALr TEL ROOM —SEE TEL /ELEC. ROOM AS INDICATED — — -�.- — — —e —SAN— — —�--- FENCE REFRIG. �* s � y 511 r. 2 AND EQUIPMENT INS TALLATION ON SHT. 2. CO CO AREA / /'� DETAIL SHT 7 CONNECT TO APPROX. EDGE OF EXIST. cf) PVM I TO BE REMOVED EXIST. PIPE STUB -OUT xx _ XI TIN SWK ,�,� �, /EXISE S G CONC,��J� TING TO BE REMOVED ��' UNPAVED ;c, REGRADE INSTALL PERMANENT FENCE r AREA N REMOVE FENCE AND GRASS (6' CHAIN LINK WITH 3 57 45 - 1 (NOTE 4). DISTURBED j AREA STRANDS BARBED WIRE AND -"-""� EX{STING CONCRETE PAVEMENT 57 95 EXISTING ASPHALT PVMT. BLDG. 4l 5 5 GATE) AND ASPHALT - OVERLAYED' < ro RFM A,IN) (F�NFRAI I tars) nnN cIF I/ ,/ // CONCRETE PAVEMENT TO BE RErdOVED. //� � OFFICE -1 / TO BE REMOVED LEGEND PROPOSED BUILDING (ENCLOSED AREA) SLOPE DOWN -- PROPOSED CONCRETE DOCK AND RAMPS (LANDSIDE) / 57 53 PROPOSED CONCRETE-^ y a il FILL- IN PAVEMENT I �xx� PROPOSED ASPHALT FILL-IN PAVEMENT r-v—er----v--- a s I PROPOSED PERMANENT I CONCRE rE PVM"r (AIRSIDE) Y _ PROPOSED TEMPORARY ASPHALT RAMP (AIRSIDE) - TO BE REPLACED IN _ FUTURE BY WITH CONCRETE PVMT LEGEND EXISTING CONCRETE PAVEMENT AND A DEPRESSION ACH DOOR PAVEMENT / 9 MEET FLOOR ELEV ?' 5755 MEET EXISTING GRADE' SITE PLAN / ASPHAL r--OVERLAYED CONCRETE PAVEMENT TO BE REMOVED — EXISTING UTILITY (SEE CODED NOTE7 Ir ABREVIAIlONS ABOVE) (DPROVIDE TWO I" TAPS f0 EXISTING WATER MAIN, 1" WATER METERS, AND BACKFLOW PREVEN TER PER DETAIL SHT 7, TO PROPOSED DOCK LEVELER " 'I� - " PROPOSED UTIL I rY SERVE TENANT 'A' AND IN rERIM U S. CUSTOMS OFFICE OTHER METERS ARE FUTURE -BY OTHERS 57 53 EXIS fING 8" DOUBLE DETECTOR CHECK VALVE (DDCV) APPROXIMATE EXISTING SPOT ELEVATION Y (3, COORDINATE WITH FPL Co FOR INSTALLATION OF PAD --MOUNT k APPROXIMATE EXISTING ELEVATION AT fRANSFORMER AND ACTIVATION OF ELECTRICAL SERVICE -, POINT OF CONNECTION (CONTRCC FOR TO (277 Y/480V 30, 400A) EXTEND EXISTING CONDUIT, AND VERIFY ALL THESE POINTS BEFORE INSTALL CONDUCTORS AS REQUIRED. SEE 5I I f 7 SETTING BUILDING FLOOR ELEVATION) NO DA rE -`?EVi 510N- �ZY APPO BRISK , & A CI T 1 IHC. CORAL tv-ABLES, FLORIDA 3,3146 AWORD AIRPORT AID Odom ry SAMF=ORD, FLORIDA TEMPORARY FENCE (6' CHAIN LINK WITH BARBED WIRE). SEE GENERAL NOTE 4 I q � 7 44' Z. J/ � _ 4 -REMOVE CONC. SWK REMOVE EXISTING ABANDONED 30" RCP STORM DRAIN AND FILL MANHOLE STRUCTURE WITH COMPACTED SOIL. W SAW -CUT AND REMOVE CONCRETE PAVEMENT, FILL WITH COMPACTED SOIL, AND SOD WITH BAHIA SURFACE OF SOD TO SLOPE UNIFORMLY FROM EDGE OF PROPOSED RAMP TO EDGE OF EXISTING PVMT. TO REMAIN. (TYPICAL ALSO FOR SOUTH END OF RAMP). OTE' BUILDING IS DESIGNED FOR FUTURE XPANSION TO NORTH, AFTER FIRE STATION 3 DEMOLISHED (BY OTHERS) — - AIR CARGO BUILDING BCA96J`OB NO 44 SITE PLAN SHEET 1 F DO r "10 NO 5827599 S FA FE JOB NO 77000-3823 � OF De arime TO P nt or Initials Name Organizational Code Action and Date r7t 7 `�,z)7:7 I ACTION 1 Your Information 2 Approval 3 Please See Me 4 Please Call Me 5 Please Handle 6-As Requested 7 Please File 8 Note and Return 9 Signature 10 Please Reply 11 See "Remarks" 12 Re Our Conversation 13 Your Comments or Recommendations 14 Read and Pass On REMARKS (Use Reverse Side for More Space)hy r L c' ' e__ t� I,,, T ,.-e r t r , NOTE. EQUIPMEN T LAYOUT FOR REFRIGERATED << AREAS IS NOT SHOWN. LOCATE CONDENSER UNITS ' S DIRECTED BY AIRPORT AUTHORITY. APPROXIMATE g OCATIONS ARE SHOWN ON SHEET 1• -��_ CID 'fe r f t ' i t , r M a , r- « - o , , U 4 ;Q cm jbw i<ia'{ yt' a {^ q, , F DRAWN BY R.H. CHECKED BY. R.H. APPROVED BY B.P. DATE- MAY 1997 FILE; 9644CARGO.DWG 40 I G LEGEND FOR CONTINUATION SEE SITE PLAN SHT. 1 III I III II I j ' III I III II I EXTERIOR WALL (STEEL SHEETING ON STEEL FRAME, _ _ _ _ EXISTING UNDERGROUND PIPE OR CONDUIT INSTALLED PERIMETER WALL LIGHTS — 100 WATT (i i Iii I i f r EXCEPT BOTTOM 4 FEET TO BE 8" CONCRETE MASONRY). _ — — - UNDER PREVIOUS PROJECT TO SERVE BUILDING B 277 V. HIGH PRESSURE SODIUM, ON EXISTING UNDER - TIMER CONTROLLED "HOUSE" CIRCUITS. III WI 1 1 1 I I I INSULATED WALLS SURROUNDING REFRIGERATED AREA PROPOSED PIPE OR CONDUIT TO BE INSTALLED CIRCUIT (A, OR B ) IS INDICATED. ► I I zi III I I I GROUND SERVICE LINES. (STEEL SHEETING, ON STEEL FRAME, EXCEPT BOTTOM BELOW SLAB (ALL PIPES SHALL BE PRESSURE TESTED III —'I 4 FEET OF EXTERIOR WALLS ONLY TO BE CONCRETE BEFORE POURING SLAB). I11 �I III I I I �N MASONRY WITH FOAM INSULATION. WATER SERVICE CONNECTION TO BUILDING FOR FUTURE TRANSLUCENT FIBERGLASS IIII III I I I (R�� NOR © -�SKYLIGHT PANEL 2-HOUR FIREWALL (8" HOLLOW MASONRY) . EXTENSION BY TENANT. SERVICES ARE DESIGNATED 'A' III I III I I I THROUGH 'F' SEE SITE PLAN I I I zi III i I I HOUR FIREWALL (STEEL STUDS WITH ( ) I► I �I Q yam_ Q i I f U cal 5 I i I v i I �J I> PROJECT NORTH 5/8 GYPSUM BAD -EACH --SIDE). HOSE BIBB (CONNECTED TO WATER SERVICE HAVING i l i > �I w I I I �I I I= I o- r _ QA SAME LETTER). INSTALL 24" ABOVE GRADE AND PRO- FCO FLUSH CLEANOUT o n_ z a z I III al I I 1 01 1 0I� - - - GYPSUM BOARD/STEEL STUD OFFICE PARTITION. VIDE VACUUM BREAKER M I I I N °-I ' III 1t" a l I V) -� I -- 1 ~ III 1 Lu w 1 l l I 4 1 1 I I SCALE — FEET r,_ { o- PROTECTIVE GUARDRAIL, (OPTIONAL, SUBMIT SEPARATE CONNECT NEW PIPES AND CONDUITS TO EXISTING PIPES n� I I f� i w I I I to �I I.N F I PRICE; THIS ITEM MAY BE DELETED).) AND CONDUITS. NEW PIPES AND CONDUITS SHALL BE III I III ► I I SAME DIAMETER AS EXISTING ALL EXCEPT FIRE PRO- III I 11L1 i I i ' GUARD POST (TYPICALLY 2 AT EACH COLUMN, TECTION LINE SHALL BE PVC SCH 40, SOLVENT WELD 1 Ci 1�UI 1 H 0 4 AT EACH OVERHEAD DOOR). 4" WHITE i lyl PAINT 4" WHITE DIAGONAL III I 141i I I I - l I III I I I HANDICAP PARKING SPACE ADJUSTABLE DOCK LEVELER MARKING (45') @ 4' 0 C ` III I ► I I I I I (TEMPORARY; TO BE REMOVED 1i � 'I III I III I I I WHEN BLDG. IS EXTENDED). III I' 111 II I WHITE PAINT III I III i l I RAMP TO BE AIII , III I I I cv CENTERED IN III I III I I I C '- 14BLUE BAY RAMP 3 TRUCK RAMP TO'BE RAMP 2 III I III I l I z CENTERED IN BAY 15. 13'-6" 514? 20' o 24' 1 III I III I I I -' a z Z .-1 4„ WHITE (TYPYQ IIIIIiI II IIII II I � TEMPORARY 8"V) a_ SEE RAMP °aCONCRETE MASO NR YDETAILS SHT 5 � MANUALLY -OPERATED OVERHEAD � -j �VEHICULAR PARKING-<z Z <z� :3 RETAINING WALL COILING DOOR, 10' WIDE x 10, HIGH, AREA (ASPHALT) WITH TOP SURFACE GALVANIZED STEEL SLATS WITH r co c� M III r, c.� r� ON 4.1 SLOPE. CONC WALK `n � , , , WATER RVICE VALVE 1 1 2 BRASS GATE VALVE D In FACTORY PAINTED FINISH (TYPICAL � � - � ( / ) � FOR TENANT 'A' WEST WALL, EXCEPT Lu ® (AT GRADE) III IN BOX WITH TRAFFIC RATED CAST IRON COVER SET uj 41 REFRIGERATED AREA. 5 REQUIRED). COL a III FLUSH WITH DOCK SLAB SURFACE, LOCATED AS CLOSE a 6" LINE 4 r RAISED PLATFORM TENANT `A' ELECTRICAL DISTRIBUTION III AS POSSIBLE TO WALL (TYP.) I 8'w. x 1 O'h. — — — WITH RAILING PANEL (277Y/48OV., 30, 200A. MIN.) III i III I I I WITH STEP—DOWN TRANSFORMER AND III 8" M J GAiTE III I I i I OVERHEAD DOORS7[120/208V , 30, 100A FEEDER 18'-0" III VALVE WIT 3/4" BRASS HOSE BIBS WITH BACKFLOW 5'-6" 18'-0" (MANUAL) 8 04 r _�I 5' I PANEL FOR OFFICE AREA VALVE B0 SET PREVENTER, SUPPLIED FROM WATER SERVICE r' - III FLUSH WIT DOCK III WITH CORRESPONDING LETTER (TYP.). 4:1 SODDED A _ - - - - - - - - - - B - - - _� A PLANTING AREVf B - - -ROOF OVERHANG - A © B SLOPE -------- A -- (------- Q --� -- __ --A `� --- -- ------4 A -`-- -- ° ° (' ) B IIM J TEE _ 4' HIGH DOCKwt212" PVC o O o o I °° 10 DOCK 4 H l TENANT "IIA' OFFICE �' r A _WS �g FP i 6 (SEE PLAN SHT 3) EXIT I ( DOCK LEVELERS — u _TWTJ _ I I DOCK LEVELERS STUB-j•UP -� cv / � r 8" PVC ! MANUA LY-OPERATED ADJACENT TO 8 D�J 1?.-E1R1~_PFt TECTION S�LSTIaM�RIS I�- .( 3 SWINGSTUB B 1 V� H A I IN 3' SWING EXIT WALL TIN CLO \ DOOR (TYP.) DEEP OUT 24" i O cR D CO L C DOOR, , ELECTr INV. 55.34 UNIFORM 1 /8 > DOOP ITEL PER FT SLOPE ' 8 WID x 10 HIGH, HAVING s € I a ( I ' ' F- _ SAN _ °" ° r" _I I_ a r -, B INSULA ED GALVANIZED s I it 1 _ I ' CONTINUATIO'N OF NV FCO F 0 FCO FCO STEEL �LATS WITH FACTORY I � r � 56 90 I ` 4" PVC INV. 56 12 1 1/2' T-TREADED TEEL I - 1 I SUPPLY F, IPI�S TO , I i I I i I I I i s �" j STUB-OU APPRO PROPOSED 4" P C I I PAINTE FINISH (2 REQ'D) I (, j 12'-6" ` ( �Iit 6" i lit Opp TENANT `A' ; 1 10' PVC CONDUIT (ELECTRICAL FEED - _ 10' -- 12" A. F F R T ANT - 10' L I II I s r H 12'-6 � I FIXTURES IS -.�- TENANT A) ( CONNECTION (TYP.) I I NOf SHOWN 1 1 /2" PVC C NDUI f WITH PULL CORD (TELEPHONE TENANT `A') PROVIDE 6 x 4 REDUCER ® t FROM TENANT A' I " I ' PLBG FIX PURE ELECTRICAL/TELE HONE EQUIPMENT I I ` 2 � ( AND CONNECT EXISTING I ; I ROOM - INTERIO DIMENSIONS 1 6 PVC STUB -OJT INV. 54.70 s �.• ---- � 1- 1 - 1 6'-0� _ 15'-0". ALLS �TO, B 8"I NOTE, FUTURE�T€NANTS 1 f i 1 1 I HOLL�ON( MASONR TO 8 A F. I WILL CUT FLO R SLAB f , I ENTIRE BOILPING - P OVIQE FJR� SPRINKLER SYSTEI AND BASIC LIGHTING IS`ISTEM i CON INt�ED WITH STEEL STY'D0 AND CONNECT Tq SAN. _ s I 1 I i S E SPECIFICATION �� L"° i ""� ""I "I" �`" I 1? I AND jG1P. BOARDI TO UNDE S DE y I - LINE IAS REQUI� E I I 1 I OF ROOF SHEETI G. 1 » -` , ",- 1 3/4 COPPER FROM TENANT E LINE I A� - - - - - - I TO INTERIM U.S. CUSTOMS OFFICElA I' -- - - - - -- - - --- -- _ - - - -z� -_ _---_--- �_-_-_-----1_ -- - _- F_-------__------_ - - - --I ----- - - - - - - - - - - ---- - - - - -- --— — — — — —— —————— — — — — ———————————————— — — — — —_——— + -- — — —— I N 5 fl" HOLLOW MASONRY _ \ REFRIGERATED AREA L # ' F 1 EWALL -H R .R ATI.I�G.) I I 5 ! 11 1 ) I I I INSULATED STEEL NALL PANELS ! _S BE ON b I i ` ( I { Q R I F :SHEETING. �� I I ! 1 1 BUILDING DOOR CONTRO S 3' x 10' TRANSLUCENT BERGLASS TRANS-( 3/4 COPPER TU ING TO HOSE BIBBS, 0 INTERIM U.S.I I EXTENSION, I S YLIGHT PANELS, 55% IGHT , ROPOSED FINI HED FLOOR E EVATION 59.6 BE INSTALLED UNDER SLAB BY CONTRACTOR. CUSTOMS 0 FICE , I ( I I MI 17ANCE, 4 REQ D PER BAY, EVENLY TYPICAL FOR WATER SERVICE A, B, C, AND D; (SEE PLAN SHT 3) I I ELECTRICALLY -OP RATED 1" PVC CON:IT FROM SCALE PIT, SPACED OVER 130' HIGH BAY WIDTH SHOWN FOR SERVICE "C" ONLY. i OVERHEAD COILIN DOOR HAVING �) STUBBED UPI ALONGSIDE WALL I Aq SHOWN INSULATEDAGALV IZED STEEL i SLATS WITH FACTDRY PAINTED T G g; FINISH. (16'w. x 1 'h.) 0 1 12' x 1 x 9" DEER8" G,U D POST At I I I IZ _� : _ I I _ _, CONC. SCALE PI1, (SCALE EACH OLUMN A D i BY TENANT). OVERHEAD DOOR. SEE I I g WALK I I SLOPED RECESS1Af EACH DOOR I I I I I DETAILS SHT 3 I 1 I (SEE TYP. SECT., SHT. 4) i 1 1 PAVEMENT TO MET PAVEMENT TO MEET I I o r C rl FLOOR ELEVAT_ION�LOOR ELEVA PION rr-------------- -I N ------------- r----------------i O u n On n n ni n I r l I ------- A -- - - - - -- ---g - - A ---------A --__ - __--- A g----------- - - - - - A ---- --g-------- B - - -- i - - - -- -- - A -C----- - - - - -- - -- B---- - - - -- A - E ---- R OF OVERHANG A _Q 2 TEMPORARY r 1'± 25'-0" 25'-O" 25'-0" 25'-0" 250-0" 25,-D" 25,-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-O" 25'-0" 1'f 1 0 2 r2l 3 131 4 ® 5 5 6 © 7 0 8 ® 9 m I 1® 11 1 13 © 14 15 � 16 � 1 BAY Na TYP.) EDGE OF FRAME No (TYP) CONIC. 176'J: TENANT `A' 226'f ONE TO THREE FUTURE TENANTS). 402' CONC. TO SCALE EQUIPMENT BE LEVEL BY TENANT SCALE PIT FLOOR SLAB TO BE CARGO BUILDING P L A N STRUCTURALLY EQUIVALENT TO VI1AREHOUSE FLOOR SLAB SCALE 1 /16" = 1' SECTION CW-C N T S NO DATE REVISION D APPD MANUALLY -OPERATED OVERHEAD COILING DOOR, 16' WIDE x 14' HIGH, GALVANIZED STEEL SLATS WITH FACTORY PAINTED FINISH (TYPICAL - 5 REQ'D. ON EAST WALL) ` I SANFORD AIRPORT AUTHORITY ORLANDO SANFORD AIRPORT SANFORD, FLORIDA I ' I I AIR CARGO BUILDING BCA JOB NO 96-44 BUILDING PLAN SHEET FDOT WPI NO 5827599 STATE JOB No 77000-3823 QF j r Y - ' J - — -- - i n i 0 a E 0 rn rn b- n� 0 Lc) cu cu ra 7. Z L LLI H Li. L.L. oI 4 LID rn Ln z Q DOOR SCHEDULE No. REVD. No. WIDTH HEIGHT THICKNESS DOOR AND HARDWARE DESCRIPTION TENANT 'A' U.S. CUSTOMS 1 3'-0" 7'-0" 1 3/4" FOAM -CORE FLUSH STEEL WITH 2'x2't CLEAR TEMPERED PANEL, WITH INDUSTRIAL GRADE DOUBLE ACTING SPRING LOADED HINGES, NO LOCKSET, PUSH PLATES BOTH SIDES. PAINTED FINISH 2 0 • 3'�- 0" 7'-0" 1 3/4" EXTERIOR FOAM -CORE FLUSH STEEL DOOR WITH PNEUMATIC CLOSER, BUMPER -TYPE THRESHOLD, LEVER TYPE PASSAGE LOCKSET, AND SEPARATE DEAD -BOLT WITH THUMB KNOB ON INSIDE PAINTED FINISH 2 2 Q 3'-0" 1 7'-0" 1 3/4" FLUSH SOLID CORE WOOD DOOR WITH PNEUMATIC CLOSER, AND LEVER-T� PE PRIVACY LOCKSET WITH PUSH BUTTON LOCK ON INSIDE. PROVIDE KICK PLATE A F BOTTOM, AND HEAVY ALUMINUM VISION -PROOF VENTILATION LOUVER NEAR BOTTOM. PAINTED FINISH. 2 1 ® 2'-6" 7'-O" 1 3/4" SAME ASgEXCEPT 2'-6" WIDTH I i Q 3'-0" 7'-O" 1 3/4' SAME AS 3 EXCEPT OMIT CLOSER, KICK PLATE, AND LOUVER 1 2- 6 3'-0" 7'-0" 1 3/4" FLUSH SOLID CORE WOOD DOOR WITH PASSAGE -TYPE LOCKSET PAINTED FINISH 1 -10 -- -2 x -3'-0" 6'-8" OR 7'—O" 1 3/8" OR 1 3/4" DOUBLE FLUSH HOLLOW —CORE DOORS, PAINTED FINISH, WITH HANDLES AND MAGNETIC CATCHES 1 SET ® 2 x 2'-0" 6'-8" OR 7'-0„ 1 3/8" OR 1 3/4" DOUBLE FLUSH HOLLOW —CORE DOORS, PAINTED FINISH, WITH HANDLES AND MAGNETIC CATCHES �� > 1 SET 9 3'—O" 3'-0" 1 3/4" COUN FER—HEIGHT FLUSH WOOD DOOR WITH SLIDE BOLT AT TOP ON INSIDE 1 NOTES- 1. ALL DOOR FRAMES EXCEPT@ SHALL BE PAINTED STEEL, 2 EXTERIOR DOORS AND FRAMES SHALL BE HOT -DIP GALVANIZED, BONDERIZED, AND PAINTED WITH OIL -BASE RUST -INHIBITIVE ENAMEL 'ANDCW SCHEDULE No. REQ'D. No. WIDTH HEIGHT SILL A.F.F. WINDOW DESCRIPTION TENANT 'A' U.S. CUSTOMS 1 4'-0" 4'-0" 3'—O" ALUMINUM FRAME, WHITE ENAMELED FINISH, WITH GRAY —TINTED, TEMPERED FIXED GLASS 4 2 11 4'70" 4'-0" 3'-0" ALUMINUM FRAME HORIZONTAL SLIDING, BOTH LEAVES OPENABLE, DARK BRONZE FINISH, WITH CLEAR TEMPERED GLASS SEE NOTES BELOW PROVIDE LARGE OPERATING HANDLES 4 1 3'-O" 4'-O" 3'-O" WHITE -ENAMELED ALUMINUM OR STEEL FRAME, WITH CLEAR TEMPERED FIXED GLASS 2 NOTES: 1. WINDOWS SHALL BE COMMERCIAL GRADE, EXTERIOR WINDOWS SHALL BE FULLY WEATHER SEALED. 2. HORIZONTAL —SLIDING WINDOWS SHALL BE HEAVY—DUTY COMMERCIAL GRADE WITH BALL —BEARING ROLLERS. THESE WINDOWS WILL BE OPENED AND CLOSED FREQUENTLY. 3. A.F.F INDICATES "ABOVE FINISHED FLOOR". SERVICE COUNTER (BY CONTRACTOR), 3/4" PLYWOOD WITH PLASTIC LAMINATE SURFACE, 36"H x 24"W , WITH PLASTIC LAMINATE —COVERED VERTICAL FAgE ON SOUTH SIDE AND TWO OPEN SHELVES ON NORTH SIDE (4" AND 20" A Fr.), ADEQUATELY SUPPORTED BY VERTICAL MEMBERS. � WINDOW OR DOOR (TYP } 51'-6" 2' —2" 5'-8" 11-11 ! 9'-4" 6'-2" 10'-10" _y 5'-5" z o 1 PRIMARY COLUMN'(TYP.) .� z 10 0co 10rTT 10 I 3 4 j ------- 120V DUPI EX RECPT 18" A F F (TYP.) u VINYL TILE FLOOR ' O7 ' CLOSE OFFICE CARPET FLOOR ' (DECEIVING � 10 x CERAM. TILE FLOOR .�� , a m I CARPET FLOOR 1'4 —71 x 14 I 2'x2' FLUOR FIXTURE - ----- - - - 2'-8" ;; W/2 'U' LAMPS (,'TYP) - 0 TEL. �� ? �' EQUIP SUSPENDED GRID CEILING (� O5 1 GFCI s ; TOILETT z / SHADING INDICATES SECURIJY UI ROOh1 I MAIN O >" I ACE LIGH`f6 CONTROLLABf_E AT COORS \ s CE A -------- TILE cp1 ' _ __ OF ` CAF�PET - -. 2=),4'6-ENEf?GY-EFFICIENT- _--- - 1 --_ __-_- - - LAY -IN FIXTURE NTH 4-4' � O z O ------ ______ -------------" FLIJOR LAMPS (TYP) 6" PARTITION � T GYP BOARD/STEEL STUD PARTITIONS - COLIN FERS BY TENANT —�` ! DOUBLE LAV. WITH 3 /l a �I ----- ---------- �- - ----I- - ---- -'S70R.-Z;A-BT. BELOW t d GFCI CERAM TOILE f TILE FLOOR,,' I li a I R00 W ('I I I �a �II ( I, w '\J TOILE - I ► - 6,-1 1 a,-6» j) =ROOM`, �, c� Q �I I " I; � i 6 -10 x 5 -6 ( �) a ca �J c) c� <) i WALL URINAL 7'-9" 4'-6" I 9'-0" I 9'-0" I go-OttI 4'-6' 7'-9" GRAB RAILS TENANT '►' OFFICE_ PLAN SCALE 1/4" = 1'-O" 3'-3" 5'-O" 7 SPACES ® V-0" = 35'-0" 5'—011 V-3" STEEL RAILING (SEE SECT A -A SHT 4) CERAM. s I� TILE FLOOR u ALL TOILET ROOMS PROVIDE CERAMIC TILE ON FLOOR AND WALLS, MIRROR ON WALL BEHIND LAV , PAPER, HOLDER, AND COMBINATION TOWEL DISPENSER AND WASTE, ALL COMMERCIAL GRADE, STAINLESS STEEL OR CHROME FINISH. FIXTURES SHALL BE HANDICAP ACCESSIBLE TYPE, EXCETP IN 5'x 5' TOILET ROOM, AND EXCEPT SHOWER CHAIN (TYP.) WOOD STRIP CEILING (SEE SECT A -A SHT 4) ON — WARNING SIGN (TYP) YELLOW STRIPE ON HOOK AND FLOOR AT OPENING EYE (TYP.) ---- ---- ----- - -- PAINTED GYPSUM BOARD WINDOWS—� F__1 FAST OFFICE ELEVATION SHOWING MEZZANINE RAILING } SCALE 1/4" = V-0" II DRAWN BY R H CHECKED BY R H. APPROVED BY. B.P. DATE MAY 1997 FILE: 96440FFICE DWG ASSOCIATES, Z t 4012 >r s STREET CORAL GABLES, FLORIDA 33146 NOTES 1. FLOOR COVERING SHALL BE 12"x 12" VINYL TILE, NON —SLIP CERAMIC TILE, OR INDUSTRIAL GRADE COMMERCIAL CARPET, AS NOTED ON THE PLAN. 2. INTERIOR PARTITIONS SHALL BE 5/8" TYPE X GYPSUM BOARD ON BOTH SIDES OF 3%" (NOM.) STEEL STUDS. GYPSUM BOARD SHALL BE TAPED, FINISHED, AND PAIN FED. PARTITIONS SURROUNDING AIR CONDITIONED AREAS SHALL HAVE 31h" BATT INSULATION. 3 f R01DE J' :,t;'.PENDED GRID CEILING, IN EACH OFFICE AREA, WITH 6" KRAFT-FACED-FIBERGLASS BATTINSULAFION ABOVE 4 PROVIDE CENTRAL AIRCONDITIONING SYSTEM FOR EACH OFFICE AREA. THE AIR HANDLER SHALL BE PREFERABLY SUSPENDED ABOVE THE CEILING WITH STRUCTURALLY ADECUATE SUPPORTS, AND EMERGENCY DRIP PAN. SIZE AIR CONDITIONING UNITS AS APPROPRIATE FOR THE SPACE AND ANTICIPATED NUMBER OF EMPLOYEES. s 5. ALL COLORS SHALL BE SELECTED BY OWNER CONTRACTOR TO PROVIDE SAMPLES ELECTRICAL LEGEND DUPLEX 120 V. RECEPTACLE (18" A.F F. UNLESS OTHERWISE NOTED) GFCI `W SAME EXCEPT GFCI PROTECTED (36" A.F.F.) QUADRUPLE 120V. RECEPTACLE (18" A.F.F. UNLESS OTHERWISE NOTED) TOGGLE SWITCH (48" A.F.F.) 3 _ 3-WAY SWITCH 4 4-WAY i TCHF j2 CONTROLING ALIGHTS AT MORE THAN 2 POINTS Q) EXHAUST FAN DULTED TO OUTSIDE (QUIET TYPE, 50 CFM (MIN.) SURFACE -MOUNT COMPACT FLUOR FIXTURE (11 TO 13 WATT) -`�`- TELEPHONE JACK, WITH 4-CONDUCTOR TEL. CABLE RUNNING OVERHEAD TO TEL EQUIP ROOM PROJECT NORTH 24" WIDE x 36" HIGH\'COUNTER, COVERED 3 PHASE STEP-DOWN TRANSFORMER, WITH PLASTIC LAMINATE\ ON TOP AND ON 277Y/48OV, TO 120Y/208V. - NORTH FACE, 2 SHELVES UNDERNEATH INSTALL ON STRUCTURALLY ADEQUATE 120V. DUPLEX RECPT. 4 AND 20 A.F.F. (PAINTED 3/4 PLYWOOD) SUPPORTS ABOVE CEILING 26" A.F.F. (TYP.) 2'x2' FLUOR. FIXTURE W/2 'U' LAMPS (TYP.) r , $3 I I 0o 1 1 /J 1�--• 0:9 I I q , 1 L _J CERAM TILE FLOOR [_�_�ISTRIBqTION PANELSPACE FOR _ LOCKERS ® TOILET 7 ---_-- 1 , 1 ROOM <I 8'-10" x W-10" 1 ' t TILEI SOLID FACE 1 CARPET] � SHLVS TELEPHONE EQUIP ROOM (TERMINATE TEL. CONDUIT AGAINST SOUTH V_8" I 8 -------- _ - ° WALL) O I 1 - -J o x'--� x.. a. �o '--SUSPENDED �- GRID CEILING-, J D Y_ GYP. BOARD/STEEL NOTE 1 _ I STUD PARTITIONS < 36" w \ 2'x4' ENERGY -EFFICIENT HIGH CLLAY-IN FIXTURE NTH s 1-HOUR FIRE - FLUOR LAMPS (TYP.) 4-4, I�� O RATED PARTITION CARPET 3 #A #A 10 1 � , CONTINUE PARTITIONS TO UNDERSIDE OF ROOF; I OFFICE OFFICE 4 THERE SHALL BE NO 10' x 10' 10"x 10' 3 C STORAGE SPACE ABOVE ' CEILING -10 t - �, 0 5 W � � z � -1 1 1 0 P _ I � z I Z _ cV LLLLLU z F o O a % I I I N a LL 0 2'-7" 6'-11" L1J w- w 0 s SANFORD AIRPORT AUTHORITY ORL ANDO SANFORD AIRPORT SANFORD, FLORIDA 10'-2" I 6--8" o W d Z F* U.S. CUSTOMS OFFICE PLAN SCALE 1/4" = 1'-0" e> . 04 r I .00 N LIGHT (TYP.) r AIR CARGO BUILDING BCA JOB NO 96-44 OFFICE PLANS AND MISC. DETAILS SHEET 3 FDOT WPI NO 5827599 STATE JOB No 77000-3823 OF � t t ENAMELED STEEL'.ROOF PANELS, WITH SCREENED RIDGE VENT = - TRANSLUCENT WHITE FIBERGLASS SKYLIGHTPANELS GUTTER AND RAIN LEADERS WITH DISCHARGE WHERE INDICATED ON FLOOR PLAN. ONTO PAVEMENT. FINISH COLOR TO MATCH WALL. WHERE LOADING DOCK IS PRESENT, RAIN LEADER SHALL BE CARRIED BACK TO BUILDING 'NALL, AND SHALL DISCHARGE THROUGH r PERMANENT 'AND CONSPICUOUS SIGN; - - - - -' LOADING DOCK FACE AS SHOWN IN TYP. »WARNING: MEZZANINE IS FOR LIGHT 12 _ , _ - _ - i SECTION BELOW RIGHT. STORAGE ONLY" _ i F- x TAPERED STEEL PRIMARY FRAMES AND COLD -ROLLED STEEL '2'- PURLINS, DESIGNED TO MEET ,. THE REQUIREMENTS OF THE STANDARD BUILDING CODE AND r- STEEL PIPE RAILING AROUND 3 SIDES APPLICABLE LOCAL REQUIRE- ` DECK SURFACE TO BE PLYWOOD (2 LAYERS, OF MEZZANINE, WITH TWO 5 FT. WIDE MENTS. RED OXIDE PRIMER s MIN. Vh" THK.) OR OTHER DURABLE MATERIAL OPENINGS NEAR CORNERS (SEE OFFICE FINISH. ` PROVIDING 125 PSF LOAD BEARING CAPACITY PLAN). PROVIDE CHAINS WITH SNAP AND MEETING FIRE RESISTANCE REQUIREMENTS. HOOKS ACROSS OPENINGS. PAINT 4" THICK FIBERGLASS INSULATION WITH w RAILINGS INDUSTRIAL SAFETY YELLOW. WHITE VINYL FACING, INSTALLED BETWEEN w PURLINS/GIRTS AND STEEL SHEETING, v> OPEN -WEB STEEL JOINTS IN ROOF AND IN METAL PORTION OF DESIGNED TO SAFELY ,-FLANGES OR L-BRACKETS WALLS. PROVIDE METAL TRIM TO SUPPORT 125 PSF MEZ-= DESIGNED TO RESIST LATERAL POSITIVELY HOLD EDGES IN PLACE 00 O ZANINE LOAD. LOADS ON RAIL, PER STANDARD ALONGSIDE SKYLIGHT PANELS. r BUILDING CODE. z iv w 18"� � w R-19 FIBERGLASS BATT. INSUL. 18" :'FOOD Lu _ _ TRIM 2' x 4' SUSPENDED �� 4 GRID CEILING OFFICE $„ -PAINTED GYPSUM AREA BOARD WINDOW 1 N - 8" x 8" (NOM.) POURED CONCRETE CAP b '- 5 COURSES 8" HOLLOW MASONRY HEAVY-GUAGE 3W OR, 4" STRUCTURAL STEEL LOAD BEARING PARTITIONS. GUARDRAIL (SEE zo DESIGNED TO SUPPORT MEZZANINE. ALTERNATELY, STEEL COLUMNS AND BEAMS MAY BE USED, WITH NONBEARING STEEL PARTITIONS. DETAILS BELOW) FINISH FLOOR ELEV. 59.60 VINYL INSULATION IS REQUIRED ABOVE REFRIG. AREA, BUT OMIT RIDGE VENTS AND SKYLIGHTS. (SEE SECTION AT LEFT:) CONTINUE WALL UP TO UNDERSIDE PRIMARY OF PRIMARY FRAME (INSUL. NOT FRAME REQ'D.) PROVIDE ACCESS OPG. SEE OPP ( - i SIDE OF I �-SUPPORT SYSTEM SHALL BE ADEQUATE FOR BLDG. TRIM I PERSONNEL LOADS ON TOP OF PANELS. STRIP r SHIPLAP OR INTER -LOCKING w ( JOINTS, WITH SILICONE SEAL I z � 4" THICK, ENAMELED -STEEL FACED, FOAM CORE REFRIGERATED- t ao O I WAREHOUSE PANELS. 1 UJI REFRIGERATED AREA (FOR 35' F. STORAGE) I J , FOR PVMT. DETAIL SEE SHT. 7 I CONC. COLUMN AT STEEL COL. LOCATION - EXIST. 4 8- THICKENED SLAB FOUNDATION ENLARGE CONCRETE COMPACTED FILL I I PVMT. AT GUARDRAIL POSTS f L__________J FLOOR SLAB TO BE DESIGNED FOR MASONRY OR POURED CONC. STEM WALL HEAVY FORKLIFT LOADS. MINIMUM "' THICKNESS 6". MINIMUM CONCRETE - - - E CONTINUOUS FOUNDATION �— SEE TYPICAL SECTION BELOW RIGHT FOR STRENGTH 3000 PSI AT 28 DAYS. FILL-IN PVMT. 1 _ _I PORTION OF BLDG. HAVING LOADING DOCK. PROVIDE TROWEL FINISH AND CLEAR SEE DETAIL AT RIGHT L - - SPOT FOUNDATION AT COLUMNS SEALER/HARDENER. SLAB SHALL HAVE KEYED CONTROL JOINTS NOT MORE THAN TYPIC qT� N A 25' APART IN EACH DIRECTION. SCALE: 1/4" I L, i GUARDRAIL. NO TERMINATIONS TAPERED BLDG. ( REQ'D. AT COLUMNS. PROVIDE END TERMINATIONS ONLY AT COLUMN MASONRY WALL TO 4' HT. DOORS. 3�/a» MAS. WALL BASE II 6„ PLATE GUARD- II ❑ STD. GALV. STEEL ❑ RAIL I HIGHWAY GUARDRAIL J Ir - - - 6» DIA. CONC.-FILLED II II 7 o STANDARD WEIGHT = - GUARDRAIL II ° �i STEEL PIPE GUARD W 6 x 12 STEEL POST II' POST, PAINTED GLOSS SPACED 06'-3» O.C. BLDG. II 1 YELLOW. II II r� BOLT GUARDRAIL COL. -H „ t u DIRECTLY TO STEEL ifII '� POST (DO NOT USE N BLOCK) it u 3/8» MACH. BOLT EACH POST a II 3 4" 6" 31AOET ~� 4" x 3" x 1 /4" STEEL ANGLE. SPLICES SHALL OCCUR AT POSTSF1 1 A �' ❑ - k==� ' 1 a • GUARD (NOPA.) ° 11 ° 11 . 12" MINIMUM EMBED- POST (TYE?.) 11 II `� °• IIII ;uII • • Lj MENT INTO SOLID A c 44I1 °° "i oQ CONCRETE. 11 J (n° SLAB AT GUARDRAIL a z m o v 00 LOCATIONS, AS REQUIRED. dui d cw� j a - �' PLAN W SECT. C--C PLAN ``� SEC2 R-0 ENLARGE CONCRETE AS REQUIRED TO IMUM TYPICAL INSTALLATION ALONG WALL TYPICAL INSTALLATION 'AT COLUMNS PROVIDE MI ENT 8" EMBEDMENT DRAWN BY: J.B.C. CHECKED BY: R.H. APPROVED BY: - B.P. DATE: MAY 1997 FILE: 9644TYP -SECTION S.DWG NOTE: GUARD RAIL.IS OPTIONAL; MAY BE DELETED BY OWNER. PROVIDE SEPARATE PRICE QUOTATION. ALL AROUND POSTS. GUARD RAIL DETAILS N.T.S. w RISTOL, CHIL S & ASSOCIATES, INC. V000NSULTING ENGINEERS m PLANNERS BG4 4012 SALe EDO STREET CORAL GABLES, FLORIDA 33146 N0. DATE REVISION BY APPD. d -H GUARDRAIL (OPTIONAL) I r I SILICONE SEAL AT BASE o AND AT ALL JOINTS NO FLOOR INSULATION REQ'D. J17 GUARDRAIL (OPTIONAL)--\,_ 2" i i,Ri r ---- -' FOUNDATION IF GUARDRAIL IS NOT INSTALLED. FOUNDATIONV ENLARGED IF GUARDRAIL IS INSTALLED.. TYPICAL SECTION D LREFRIGERATD AREA„ 2 4 10'-0" DOCK RAIN LEADER J (SEE SECT, A ABOVE LEFT) -- 3" x Y x 1 /4" STEEL ANGLE 3/4" DROP AT DOOR CAST INTO CONCRETE, ALONG m LENGTH OF DOCK EXCEPT AT DOCK LEVELERS. BROOM FINISH - FLOOR 59.44 CONCRETE. 59.5VP EL. 59.601�i 4-4 6. v RECESS FOR DOCK PAINTED STUCCO .LEVELERS AS REQ'D. - NOTE: OFFSET AROUND I I DETAIL IS TYPICAL ALSO FOR FILL-IN PAVEMENT FH FOUNDATION ADJACENT TO RAMPS AND PORTION OF BUILDING WITHOUT DOCK. WHERE INDICATED ON PLAN, FILL-IN PVMT. SHALL BE ASPHALT IN LIEU OF CONCRETE I (2" HOT MIX SURFACE ON 8" LIMEROCK BASE.) 6" PVC PIPE ELEV. 55.38f FOR RAIN LEADER - (CONTRACTOR TO DISCH. THROUGH I I 4 VERIFY AND REPORT DOCK FACE ANY DISCREPANCIES, 5,� BEFORE SETTING PROPOSED SLAB -- - - - - - - - - - - ---f�f ELEVATIONS) 55.44 I - i 1.2%t � a a q EXPANSION JOINT MAT'L. EXISTING � � � PROPOSED CONC. PVMT. a Q CONCRETE (SEE SECT. 02500) PVMT. a a a MEET EXIST: GRADE STRUCTURE SHOWN IS REPRESENTATIVE. DIMENSIONS AND REINFORCEMENT TO BE TOP 6" OF SUBGRADE COMPACTED a DETERMINED BY BLDG. ENGINEER. TO 100% MAX. DENSITY. (ASTM D-1557). a a a TYPICAL SECTION LOADING DOCK AND FILL-IN PAVEMENT N.T.S. SANFORD AIRPORT AUTHORITY OLANDO SANFORD AIRPORT SANFORD, FLORIDA I n AIR CARGO BUILDING n LlFDOT WPI NO. 5827599 STATE JOB No. 77000-3823 L BCA JOB 'NO.:, 96-44 SHEET OF 7 �I ❑ 24" WIDE FIELD -PAINTED TEAL COLOR, GLOSS OIL -BASED ENAMEL STRIPE ALL AROUND BLDG. - BOTTOM TO ALIGN WITH TOP OF 14' H. DOOR. CONTRACTOR TO COORIDINATE COLOR WITH OWNER. PVMT: APPROX. FINISHED GRADE MASONRY STEM WALL - SMOOTH STUCCO FINISH, PAINTED BEIGE TO MATCH COLOR OF STEEL PANELS ABOVE. t RIDGE VENTS (WHITE ENAMEL FINISH) STEEL ROOF PANELS, GUTTER AND TRIM -WHITE ENAMEL FINISH. El % o III DOCK SURFACE FLOOR ELEV. 59.60 :t FIN. GRADE WING WALL TRUCK RAMP RAMP #3 PED. RAMP PVMT. AT BLDG. MASONRY STEM WALL - SMOOTH STUCCO FINISH, PAINTED BEIGE TO MATCH COLOR OF STEEL PANELS ABOVE. 12 1 F LAND SIDE 11 STEEL WALL PANELS - BEIGE COLOR FINISH TENANT `A' li PROPOSED BUILDING — 402' LONG AVAILABLE FOR FUTURE TENANTS u FINISHED FLO R-€I:EV.-5MO-- 'APRON-PVMT. ELEV. AT BLDG. 59.52 - SMOOTH INTERNAL TRANSITION AT DOORS FROM 59.60 TO 59.52 (SEE PLAN) EAST ELEVATION .(AIRI - 24" WIDE FIELD -PAINTED TEAL COLOR, GLOSS OIL -BASED ENAMEL STRIPE ALL AROIJND , BLDG. - CONTRACTOR TO COORIDINATE COLOR WITH OWNER. EDGES SHALL BE SHARP, STRAIGHT ' LINES. SCALE 1 /16" = 1' t AVAILABLE FOR FUTURE TENANTS GUARD POST (TYP.) BRIGHT YELLOW ENAMEL 018�-11 ,)v TEWA—NT 'At _ — PREFINISHED STEEL ROOF PANELS, FASCIA, AND SIDING ON PRE- ENGINEERED STEEL FRAME C] m S. CUSTOMS INTERIM OFFICE' I1' ❑ I FIXED GLASS WINDOWS FIN. FLOOR �=1G'W, x 14'H. MANUAL OVERHEAD ROLL -UP DOOR (TYP.) PVMT. APPROX. FINISHED GRADE 3' x 7' SWING DOOR (TYP.) NOTE: RAIN LEADERS ARE NOT SHOWN ON EAST AND WEST ELEVATIONS. PROVIDE SUFFICIENT LEADERS TO HANDLE ANTICIPATED FLOW, SPACE UNIFORMLY, AND PAINT TO MATCH WALL. SEE TYPICAL SECTIONS, SHT. 4. r 100 W. HIGH PRESSURE SODIUM WALL LIGHT (TYP.) i TO BE CENTERED 18.5' A.F.F. STEEL WALL PANELS - FIXED GLASS WINDOWS I 45' BEIGE COLOR FINISH OUTRID POST TYP. a I 4' HIGH DOCK - SMOOTH STUCCO RAMP #2 PVMT. SURFACE PED. RAMP _ TRUCK RAMP FINISH, PAINTED BEIGE STEEL RAILINGS RAMP #1 ALL DOORS AND FRAMES TO BE 10' WIDE DOCK DOORS FLUSH WITH BLDG. WALL r BRIGHT WHITE ENAMEL FACTORY FINISH. WEST ELEVATION (PUBLIC vI�E� SCALE '1/10"' = 1' SCREENED METAL RIDGE VENT .��iilll��lllllll��ll Illi�,. V �— PREFINISHED STEEL PANELSI l iI III 1 I I I I I III(I�IIIIIIIII1 21' 1 STEEL RAILING BEIGE COLO(.rn,• GUARD POST - FIN FLOOR ELEV------ _ �----------------------------------�-- I 1 VMASONRY STEM WALL VTRUCK RAMP PAINTED STUCCO FINISH VSURFACE OF EXISTING PVMT. SOUTH ELEVATION, a c0 ' SCALE 1 /16" - 1' CD (D Cr) cn LO s ig CD cn DRAWN BY: R.H. CHECKED BY: R.H. APPROVED BY: B.P. DATE: MAY 1997 FILE: 9644E(5V.DWG AIR SIDE NOTE -.SKYLIGHT PANELS ARE NOT SHOWN. SEE FLOOR PLAN. NO RIDGE VENTS IN //_ REFRIGERATED AREA TYP. 21' — FINISHED FLOOR STEPS _i___L� ,` �6 APPROX. FIN. GRADE DOCK LEVELER SMOOTH STUCCO FINISH, PAINTED BEIGE AND BUMPERS (TYP.) TO MATCH STEEL PANELS. )ORS IN REFRIGERATED AREA TO BE INSULATED. q. �IIIIIII IIIIIIIIIIII�IIIIIIR11lIlIIIIIIIIIIIIiII�IIIIIIIUIIIIIIII IIIIII � IIIIIIIII�""'�' IIIIIIIII IIIUII;w111W111111111111UW11111111111►'1111111111111111111111111111111111111 11111111111111IIIIIIIIIIWIIi�lllllllllli ,ffINISHED STEEL PANELS BEIGE OR FINISH FLOORFIN ELEV. 59.60 APPROXIMATE .• r GRADE BLDG. RAIN LEADERS (3" OR 4" PVC, OR RECTANGULAR ALUMINUM) CARRIED BACK TO BLDG. WALL. CONTINUOUS ALUMINUM RAIN GUTTER r LAND SIDE SURFACE OF 10' W. x 4' H. DOCK ' (TO RECEIVE CLEAR SEALER/HARDENER) WNGWALL STEEL RAILING (SEE FLOOR PLAN) GUARD POST - ---- - TRUCK RAMP-J MASONRY STEM WALL, TOOLED JOINTS, BEIGE PAINTED FINISH (SEE SECT. A -A SHT. 4) NORTH ELEVATION RAIN LEADERS DISCHARGE THROUGH DOCK '1�ALL NEAR PAVEMENT ELEVATION. (SEE TYP. SECT. SHT. 4) SCALE 1 /16" = 1' RISTL, CHILDS & ASSOCIATES, INC. BC4CONSULTING ENGINEERS PLANNERS 4012 SALZEDO STREET CORAL FABLES, FLORIDA 33146 SANFORD AIRPORT AUTHORITY ORLANDO SANFORD AIRPORT SANFORD, FLORIDA n F1 AIR CARGO BUILDING BCA JOB NO.: 96-44 ■- m BUILDING ELEVATIONS HFDOT WPI NO. 5827599 SHEET .STATE JOB No. 77000-38. OF T HANDRAILS TO EXTEND 18" ONTO FLAT (1%i SLOPE) AREAS 4` 53.89' 5' PED. RAMP 55.59 © m r� om f Y d F-- 1:5%f 8% 1% 8% z ¢ I 1% SLOPE SLIGHTLY TO DRAIN 55.64 GRADE BREAKS (NOT JOINTS)-- I a 01. 0 E 8% 1% o m E to.1.5%t POSTS 0 5' I y I =55.15' I" I 62' TRUCK RAMP PLAN SCALE 1 "=10' TRUCK RAMP 47' 1 15' PED. RAMP 24.89 5' 24' _5' 3/4" DROP. AT OVERHEAD DOOR; 59.39 59.44 NO DROP AT PED, RAMP ` 1% I F.F.E. 59.60 $6°// j� 59.54 SURFACE OF BLDG. FLOOR TRUCK RAMP 1% / / I SLAB - SURFACE OF PED. 57.63 (H/C) RAMP a�° b / 57.58 m 55.64 1=%� EXIST. �55. ASPH. PVMT. SECT, E-E i} SCALES: HORIZ. 1"=10' i VERT. 1 "=2' 13'-0" GRADE SLIGHTLY - - - TO DRAIN J 53.62' PED. RAMP -HANDRAILS TO EXTEND 18" .ONTO FLAT (1%t SLOPE) s 47.34' 10' 10' --- 59.60 DOCK � .44 59.34 1% 1% /,.'13/4" DROP AT BLDG. SURFACE OF � - , TRUCK RAMP 59.54 0j KEYED JOINT. PVMT. SURFACE ADJACENT TO RAMP 55.55 NOTE: RAILING NOT SHOWN IN LONGITUDINAL SECTIONS SECT. C--G i PED. RAMP TRUCK RAMP t -- 18' A SEE RAILING DETAIL SHT. 7 RAILINGS -SEE DETAIL SHT.00 w V) w CONCRETE, CLASS I WITH NON -SLIP ¢BROOM FINISH ( ~ w PERPENDICULAR TO I RAMPS >� (n c CENTERLINE,)NO CONTRACTION w o ' • JOINTS ARE REQUIRED, EXCEPT co vwi I PROVIDE KEYED. CONTRACTION JOINT o Q v "rr AT CONNECTION TO DOCK. FOR ELEVATIONS ROUND EDGES -�, A 4 1 /2" SEE SECTION ABOVE 4 1 2" (TYP. A 4 1 /2 (TYP.) '" No. 3 ® 12" O.C.E.W. c° VARIES - -. -- -�-JF41 8" MIN. SMOOTH STUCCO .' .°', ." _,.:"° _"r.'•n L1 SEE SECT - W H �. °I 8" MIN. - No. 5 CONT,, LOCATED TO SEE FILL-IN PAVEMENT DETAIL SHT. 4 AVOID RAILING CORES HOLES. 8" CONC. OR AN OTHER 8" MASONRY H_ SAME REINF. AS FOR REINF. D 0 ASPHALT PVMT, 4 MIL POLY FILM CONIC. PVMT. FORTRUCK RAMP DATA, SEE SECT. H-W A'T RIGHT. CONIC. PVMT. '+VALE NUMBER OF 8" COURSES MASONRY �- BACKFILL COMPACTED TO VARIES -180) 98% MAX. DENSITY (AASHTO T ' NOTE: `'-No. 5 BAR IN FILLED 8" THICK SOLID -POURED CONCRETE I CELL ® 2'-0" O.C. WITH No. 4 BARS ®12" O.C.E.W. TOP OF FTG. EL. 54.00 MAY BE SUBSTITUTED FOR MASONRY 5/8" EXP. JT. MAT'L. WALL AT ANY LOCATION. y (FOR CONIC, PVMT.) `'~ CONCRETE CLASS I 0SEE SECT. H-H AT RIGH T ®. TOP OF F-TG. . • EL. 54.00 3 No. 5 CONT. (TYP.) I" 20" _I SECT. F--F I N. T. S. SECT. H--H 1., I 1 /2" N.T.S. _. t RAMP 1 _ RAMP 2 L, F KEY AT 3/4" SLAB Q7 cl DETAIL -- KEYED CONTRACTION JOINT Cu FOR _RA-MRSLAND FLQOR_ SLvA DRAWN BY: J.S.C. CHECKED BY: R.H. APPROVED BY: B.P. DATE: MAY 1997 FILE, 9546RAMPS.DWG N. T. S. a ` ' ASSOCIATES, INC. CONSULTING ENGINEERS ��JrBG4 E I N STREET CORAL GABLES, FLORIDA 33146 SANFORD AIRPORT FLORIDA PLAN SCALE 1"=10' F, I- I TRUCK -RAMP 47,34' 10' 10' DOCK 59.60 PED. RAMP, 25.12' 5' 23.50' 59.44 59.34 1% 1% /.,-3/4" DROP AT BLDG. `° 59.54 ao SURFACE OF d KEYED JOINT TRUCK RAMP 1% SURFACE OF PED. (H/C) RAMP 57.51 57.56 55.55 EXIST. ASPH. PVMT. 55.50 55.38 w ry U z a 0 SECT. I -I SCALES. HORIZ. 1"=10' VERT. 1 "= 2' TRUCK RAMP PED. RAMP -SEE RAILING DETAILS SHT. 7 00 w I w En 00 Uia � n co >I-- w u V)O \ W .- v) s 1� C) 4 1 /2" (TYP.) ROUND EDGES � 4 1 2" TYP. SEE SECT. HH. 8" (MIN.) 8" I SAME REINF. AS FOR REINF. AND OTHER FOR TRUCK RAMP CONC. PVMT. DATA, SEE SECT. H-H AT LEFT CONC. PVMT, TOP OF FTC. EL. 54.00 .®1---SEE SECT. H-H AT LEFT NOTE: 8" THICK SOLID -POURED CONCRETE -SECT -_J--J WITH No. 4 BARS © 12" O.C.E.W. N.T.s. MAY BE SUBSTITUTED FOR MASONRY WALL AT ANY LOCATION. RAMP 3 --AIR CARGO BUILDING BCA JOB NO.: 96-44 V) Q i E L c C w r RAMP -DETAILS t I -DOT WPI NO. 5827599 SHEET STATE JOB No. 77000-3823 I OF 0 cl e 0 r. rn rn Ln Ln cu cv T ro _i zr 15' INTERIOR WIDTH - 3/8" {+1 /8" -1 /16") METAL PANELS MAINTAIN TOP OF SEALANT WALLS TO CONTINUE UP TO NOTE 1: IMPORTANT: AFTER COMPLETING CONCRETE PAVEMENT SEE SPECIFICATION SECTION 02500 1/4" (f1/8-) BELOW SURFACE. UNDERSIDE OF ROOF SHEETING FOR DETAILED REQUIREMENTS. CONTRACTOR SHALL MEASURE ACTUAL DEPTH TO EXISTING CONCRETE PAVEMENT AT EACH JOINT LOCATION, RECORD I I — a : a, rF. , 6" NIPPLE ON PLAN, AND DELIVER TO OWNER. THIS INFORMATION : r - -TELEPHONE BACKBOARD IS NEEDED FOR FUYtJRE CARGO APRON CONSTRUCTION. SEALANT DEPTH 1 j2" (f1/a"). ON NORTH WALL (4' x 8' x 3/4" PLYWOOD) INTERNAL RECESS EAST WALL AT EACH DOOR - Q 3%� SLOPE � HOT MIX ASPHALT SURFACE COURSE. USE SELF -LEVELING SILICONE SECONDARY SAW - CUT. SEALANT, GRAY COLOR, DOW I 1 1 /4 TO 1 1 f 2 DEEP CORNING 890-SL OR EQUIVALENT. 1_1_--t—J'—J'--- f---J'—J' --1 3J 2D' WIDTH VARIES \\\ O 3 TEMPORARY ASPHALT TRANSITION RECESS PERMANENT CONCRETE PAVEMENT, I ' ' I ' ' ' I 2 (\/''`�/j FOAM BACKER ROD SIZED TO I � � � � '�, � � ; " Y'. � � ; � '� FIT TIGHTLY IN JOINT. TACK COAT y�,�,�7 F E 1 I D 1 1 C I I B I ".a.. n py n -BLDG. SLAB a d ,.. a n .4]'LdA . n n...n4p.d,n: ,4 03.O�o 4 p 4 4 44 n p n -H N EXISTING /COMPACTED 1/2- EXPANSION I CONCRETE FILL JOINT MATERIAL. I 3.0% r PAVEMENT --- - - -- -. . ____ Z ----- -- ---,— ---_ _ --- -12„ t ECONOCRE E — --- --- --- -- SAW CUT LEVELING COURSE - - - - - - - _ - - - (THICKNESS VARIES) EXIST. CONC. PVMT. TO REMAIN ELEV. VARIES REMOVE EXISTING CONC. PVMT. ---- � 6 -MIL POLYETHYLENE ---'— — —----------- — FILM BOND BREAKER PROVIDE DOWELED CONTRACTION ECONOCRETE LEVELING COURSE, PLACED t BETWEEN ECONOCRETE JOINTS 0 20 O.C. - SEE AFTER C0IJCRETE PAVEMENT IS COMPLETED. AND CONCRETE PVMT. DETAILS AT RIGHT. SEE NOTE 1 ABOVE. BEND TO SMOOTH 4" OR 6"f R., OR USE WELDING ELBOW. POSTS SHALL BE VERTICAL. RAILINGS FABRICATED OF 1 1/2" (1.90" O.D.) 1 STANDARD-WT. BLACK STEEL PIPE, -FOR RAMP DETAILS FOR PED. RAMP RAIL ONLY: RAILING 5' O.G I WITH WELDED CONNECTIONS. TO CONTINUE 18 ONTO LANDINGS AT 6 _._ ... - _ I SEE �jHT. 6 TOP AND BOTTOM; MAINTAIN RAILS I (TYP.) HORIZONTAL c� C `iqF CO BEND HANDRAIL INTO END OF �� d = RAILING EXTENSION. \ p_ g T ADD 1 1 /4" (1.62" O.D.) PROVIDE TWO-6 WIDE BANDS OF YELLOW - HANDRAIL (PED. RAMP ADJACENT COLOR REFLECTIVE MARKING TAPE, TO DROP-OFF ONLY "SC07CHLITE" OR APPROVED EQUAL, Z � �,� ) ON LOWER ENDS OF RAILINGS. m u `� SURFACE OF TRUCK II u OR PEDESTRIAN RAMP. PAINTING REQUIREMENTS: 7" MINIMUM CONC. EMBEDMENT 1. SEAL AT BASE OF EACH POST WITH (CAST INTO CONC. OR SET INTO DIMENSIONS FOR PED. RAMP (ADJACENT TO RUCK RAMP)* POLYSULFIDE SEALANT. 3" CORES USING HIGH STRENGTH DIMENSIONS FOR PED. RAMP (ADJACENT TO DROP-OFF) 2. GRIND ALL WELDS; PRIME WITH RED NON -SHRINK GROUT.) OXIDE. DIMENSIONS FOR TRUCK RAMP (ADJACENT TO DROP-OFF) 3. APPLY TWO COATS RUST INHIBITIVE ENAMEL, TEAL COLOR. 3'± EXISTING CURB AND GUTTER 4 I M — w i EXIST. 10" PVC WATER MAIN DRAWN BY: J.B.C. CHECKED BY: R.H. APPROVED BY: B.P. DATE: MAY 1997 FILE: 9644MiscDtls.DWG FINISHED GRADE 1" BRASS CURB COCK 1" TYPE 'K' COPPER PIPE - - CORP. STOP 30' * FOR PED. RAMP ADJACENT TO TRUCK RAMP, THE BOTTOM 12" DIMENSION IS MEASURED FROM THE SURFACE OF THE TRUCK RAMP, AND THE 36" DIMENSION IS MEASURED FROM THE SURFACE OF THE PED. RAMP. 17'± 1 1/2" CLEAR 10 1 11 Loo-�>_ (190" O.D .PIP) 1 /4" PIPE + (1.62" O.D.) -� 5/8" DIA. STEEL ROD BRACKET AT EACH POST. WELD HANDRAIL DETAIL N.T.S. INSTALL METER AND BACKFLOW PREVENTER FOR TENANTS 'A' AND 'E' ONLY. OTHERS TO BE INSTALLED IN FUTURE BY OTHERS (TO BE SPACED @ 2' O.C.) 1" BACKFLOW PREVENTER, REDUCED 4'-=9" PRESSURE TYPE, BRASS BALL VALVES (NOT GATE VALVES) - WA7TS 909 OR 009, OR APPROVED EQUAL. \-\ CLEAN, PRIME AND PAINT PIPE, BACKFLOW PREVENTER AND VALVES BLUE. USE RUSTOLEUM 1" GALV. STEEL #960 RUST INHIBITIVE PRIMER o n PIPE RISERS TO AND #925 FEDERAL SAFETY BLUE BE MAINTAINED ENAMEL, OR APPROVED EQUAL. PLUMB. d 0 CONTINUOUS CONCRETE SLAB TO BE w INSTALLED BY OTHERS IN FUTURE, 0 cn PLASTIC SLEEVES (TYP.) H AFTER ALL BACKFLOW PREVENTERS w `t E co FOR BLDG. PHASE 1 ARE IN PLACE.in 1 METER BOX FURNISHED BY CITY. 9" I 9" ROUND w j EDGES (TYP.) '. I � R • r�vfix%��/�� g 9 t 6x6xNo.10/10 W.W.M. 1 No. 4 BAR ALL TO BLDG. AROUND; BEND r I -- - - - - - - - - - - - - --- � AROUND CORNERS T______________ 4" THICK, 12" (MAX.) , TO BLDG. GRAVEL BED - 1" METER FURNISHED BY CITY -� J- - - - AND INSTALLED BY CONTRACTOR, 1" GALV, STEEL SADDLE CENTERED IN BOX. ' PIPE AND FITTINGS. / to EXISTING 2 PVC SCH. 40 CONVERT TO 2" PVC SCH. 40� PIPES, 6 TOTAL (3 ABOVE PIPE, SOLVENT WELD JOINTS. AND 3 BELOW). USE TWO PIPES ON BOTTOM ROW. N®TIES: 1. THIS DETAIL IS TYPICAL FOR SIX WATER SERVICE ASSEMBLIES. ONLY THE ASSEMBLY FOR UNITS ENDS OF UNUSED PIPES 'A' AND 'E' ARE TO BE INSTALLED UNDER THIS CONTRACT. THE UNIT 'E' METER IS TO BE USED SHALL BE CLEARLY PAINTED ON AN INTERIM BASIS FOR U.S. CUSTOMS. 'B', 'C', $D', AND 'F' TO 2. THIS DETAIL IS REPRESENTATIVE. ALL ITEMS SUBJECT TO ADJUSTMENT TO CONFORM TO CITY ASSIST FUTURE CONTRACTORS IN CONNECTING TO FUTURE OF SANFORD UTILITY DEPARTMENT STANDARDS. SERVICES. � 'CATER 'cER�'ICE DETAIL t N.T.S. REVISION PRIMARY SAW -CUT 2 1/2" (MIN.) DEEP SEE NOTE BELOW. JQINT Ai i SEE JOINT SEALING DETAILS SECONDARY SAW CUT <1 2 1/2 ° 4 in MIN.. -• PRIMARY SAW CUT a ° ° < a (SEE NOTE BELOW) F v , ° DOWEL (NOTE 1 4 ° a ° a AND 2 - TYP.) INDUCED CRACK NOTE: PRIMARY SAW -CUT SHALL BE MADE AS SOON AS POSSIBLE (WITHIN .12 HOURS) AFTER PLACEMENT OF CONCRETE, 70 PREVENT RANDOM CRACKING. SECONDARY SAW -CUT (FOR SEALING) MAY BE MADE LATER. SECTION CONCRETE PVMT. CONTRACTION JOINT DETAILS N.T.S. NRETE PAYMENT AN!NT A N NOTES- 1. DOWELS SHALL BE SMOOTH STEEL BARS, ASTM A615, 1" DIA. x 15" LONG, SPACED AT 15" O.C. THE FIRST AND LAST DOWELS SHALL BE 7.5" TO 15" FROM THE CORNER,. AS REQUIRED BY THE SLAB DIMENSIONS.. DOWELS SHALL BE PAINTED AND LIGHTLY GREASED. I 2. FORMED CONSTRUCTION JOINT MAY BE SUBSTITUTED FOR SAWED CONTRACTION JOINT WHERE DESIRED BY CONTRACTOR TO END A DAY'S CONCRETE PLACEMENT. DOWELS FOR TRANSVERSE CONTRACTION JOINTS SHALL BE SECURELY SUPPORTED ON STEEL DOWEL SUPPORTS, WHICH SHALL BE STAKED TO PREVENT MOVEMENT. DOWELS FOR CONSTRUCTION JOINTS SHALL BE INSERTED INTO THE FORMS AND CAST INTO THE CONCRETE: CARE SHALL BE TAKEN TO MAINTAIN DOWELS PERPENDICULAR TO THE CONCRETE FACE, AND CENTERED IN THE JOINT. PARKING AREA s '� I I EXISTING FUTURE WATER 7� 4" PVC FOR SERVICE ASSEMBLIES i F FPL PRIMARY. `T- -- ------ FACE OF CURB--" GRASS-� 1_ = -H COORDINATE WITH FPL CO. FOR G '2(TYP' XISTING Y Ln INSTALLATION OF TRANSFORMER FOR 0" PVC I � I 277Y/480V., 3 PHASE SERVICE. I ,i TER MAIN A G E E WA ( / > I EXTEND EXISTING / r �z _1.�, o � CONDUITS TO REQUIRED o I I 4 I a I LOCATIONS. I (i 13 i 11 _ T I � 1 �4" STORS CONNECTION EDGE OF PROPOSED III PVMT. (I XI TENANT 'A' AND 'E' III CONIC. STAB BY WATER SERVICE OTHERS (SEE j I I o �I ASSEMBLIES TAIL LE. (SEE FT) III DETAIL AT LEFT) I I N I I a- III CONTRACTOR TO LOCATE I I I J I EXISTING CAPPED PIPES. w III' I� o ��II,� aIIN ;I � I W �II + C,4 +m-` W� III w > F— °-w� xlll��� I��� v) cn u oo�cn .� a cn EXISTING CONDUITS AND PIPES DETAIL - METER AND TRANSFORMER AREA LAYOUT SCALE: 1 "=10' BRISTOL, CHILDS & ASSOCIATES, INC. CONSULTING ENGINEERS - PLANNERS 4012 SALZEDO STREET CORAL CABLES, FLORIDA 33146 8Y APPD. L _T_T___J L—__T_T___J L--- T_T--- 1 L--- T_T--- 1 L--- T—T --- J A I l 1 1 1 1 1 1 I I 1—�'--- J'—J'--- t r---J'-1 --- 1 r---J'—'----t 6 r--- t r--- t r--- TENANT ' (TYP.) 1 1 1 I I 1 1 1 1 I I 1 I I I 1 1 I I O S D I I I 1 1 I 1 I 1 I L----r---J L---i-r---J L---r-r---J L---,-r---J L---1-r---J I I I I I I I I ; i • 1 1 I I 1 1 1 1 • 1 I 11 1 -H NOTE: TENANT 'A' ELECTRICAL 4,1 s ' 1'' i i i i ' '' '' i I I SYSTEM IS IN CONTRACT 6-1u u u bJ bJ k>J CONDUIT 70 TENANT 'A' - 4" PVC, 6 DISTRIBUTION PANEL � (EXTEND EXIST. TO TEMPORARY U.S. CUSTOM OFFICE CONDUITS SEE FLOOR PLAN). TO OTHER HOUSE CIRCUITS EXTEND EXIST, 1 1 /4" CONDUIT CODED NOTES:, FOR SITE LIGHTING - SEE PLAN. .01 FUSED MAIN DISCONNECT SWITCH 277Y/480V., 3 PHASE, 600 AMP. MINIMUM; INCREASE AMPACITY AS REQ'D. FOR ANTICIPATED LOAD. O LINE GUTTER, MINIMUM 8" SQ., WITH CONDUCTORS RUNNING FULL-LENGTH FOR CONNECTION BY FUTURE TENANTS. ' d HOUSE METER. ® HOUSE DISTRIBUTION PANEL (SUPPLYING SITE LIGHTING, SIGN LIGHTS, PERIMETER SECURITY LIGHTS, AND ANY OTHER NON -TENANT LOADS, PLUS TEMPORARY U.S. CUSTOMS OFFICE THROUGH SUBMETER). 277Y/480V., 100A. ' TWO - 24 HR. TIME SWITCHES WITH RESERVE POWER FEATURE, 277 VOLT, 2-POLE, 30 A. (MIN.), FOR SITE LIGHTING, SIGN LIGHTS, AND BLDG. PERIMETER SECURITY LIGHTS. SEE SITE LIGHTING WIRING DIAGRAM BELOW. © SURGE PROTECTORS FOR SITE LIGHTING, RATED 277 V. TO GROUND. 7U TENANT 'A' METER (OR METER AND C.T. CABINET AS REQUIRED BY FPL Co.). ® TENANT 'A' FUSED DISCONNECT SWITCH, 277Y/48OV., 3 PHASE, 300 AMP MINIMUM. 09 SPACE FOR ONE OR MORE METERS AND/OR METERS & C.T. CABINETS FOR FUTURE TENANTS. (FUTURE TENANT ELECTRICAL SYSTEMS ARE NOT IN CONTRACT). 1G SPACE FOR DISCONNECT SWITCHES FOR FUTURE TENANTS. 11 FUTURE TENANT FEEDERS (BY OTHERS) TO RUN THROUGH WALL AND UP OPPOSITE SIDE, THEN OVERHEAD TO TENANT SPACES. EXTEND EXISTING 2 - 3" PVC (SEE PLAN) TO BACKBOARD, FOR TELEPHONE SERVICE CABLES. COORDINATE WITH TEL. Co. FOR INSTALLATION OF CABLE AND JACK. INSTALL 1 1/2" PVC SCH. 40 CONDUIT UNDER SLAB FOR TEL. CABLE TO 'TENANT 'A' OFFICES. (TELEPHONE CONDUITS TO FUTURE TENANT AREAS TO BE INSTALLED OVERHEAD BY OTHERS AS NEEDS ARISE.) 14 DIGITAL SUBMETER, 277Y/48OV. 3 PHASE. OVIDE 15 TO 120Y 208V.STEP-DOWNR ROXANSFORM R iANDRIM 120Y/208V. 30 DISTRIBUTIONU.S. CUSTOMS OFFICE.RPANEL AT 'OFFICE. SEE PLAN SHT. 3. NOTE: THIS DRAWING IS PROVIDED TO INDICATE GENERAL REQUIREMENTS FOR AN ELECTRICAL SERVICE AND DISTRIBUTION SYSTEM HAVING A MAIN DISCONNECT, HOUSE PANEL, AND ADAPTABILITY FOR SERVING DIFFERING FUTURE TENANT CONFIGURATIONS. THIS DRAWING DOES NOT INDICATE DETAILED REQUIREMENTS SUCH AS WIRE AND CONDUIT SIZES, GROUNDING, ELECTRICAL ROOM LIGHTING AND RECEPTACLES, ETC. THESE DETAILS SHALL BE DETERMINED BY THE ELECTRICAL ENGINEER. STATED AMPACITIES ARE MINIMUMS. ALL CONDUCTORS SHALL BE COPPER. GENERAL 1AYOUT OF FACILITIES IN ELECTRICAL ROOM SEE SPEC. SECTION 16000 FOR WAREHOUSE LIGHTING REQUIREMENTS. ANY WAREHOUSE LIGHTS IN AREAS WHICH HAVE NOT BEEN LEASED BY THE END OF THE CONSTRUCTION PERIOD SHALL BE TEMPORARILY FED FROM THE HOUSE PANEL. r---------- MAIN ! SURGE FOUR - 277V., 10 CIRCUIT'S ! BREAKER PROTECTOR (NEUTRAL AND BOND WIRES ! (TYP.) NOT SHOWN). SIZE OF COPPER ! ! CONDUCTORS IS INDICATED. 30 - - - -� #10 SITE LIGHTING - CIRCUIT 'A' I ( (EXISTING SYSTEM) SIGN LIGHTS ! go - i TO BE OPERATED ! 30 I L - - - - -� TIME SWITCH 'A' L#1• BUILDING PERIMETER LIGHTING -CIRCUIT 'A' FROM EITHER CIRCUIT DEPENDING ('ON' ALL NIGHT) ON DESIRED HOURS ! 20 I OF OPERATION. ! Al SITE LIGHTING T CIRCUIT 'B' (EXISTING SYSTEM) TIME SWITCH 'B' Ll BUILDING PERIMETER HOUSE PANEL ! ('ON' FIRST PART OF NIGHT) LIGHTING - CIRCUIT 'B' ! 2HOUSE OV., 33, I ! 60A. (MIN.) ! L----------- ITE AND SECURITY LIGHTING WIRING DIACRAm SANFORU AIRPORT Au 1 rIORI 1 1 AIR CARGO BUILDING ORLANDO SANFORD AIRPORT, MISCELLANEOUS DETAILS SANF ORD, FLORIDA FOOT WPI NO. 5827599 STATE JOB No. 77000-3823 1 L .._. _ J L _ _ J L _ _ J L _ _ J L ._. J f_ _. _ J L ._ _ J L ._ __ J L _ _ J � ,..-�r""`r,r^'�r*^^•� %``1e'°`'°'�`1r�"`1 , r ry A Q v-rE To I RL IZ 16 /S.T 1 o ra ► , t l..! �� ` ,� N r . , L) E- L I+A C- I L< i `>! - - - --_°-- - - d j l Two MAJGOI TO THIS � iS 'OSi6N %1dID COPPEFfL TF9WW SCALE FEET C�,•PaLI%, ^ sc-� T I� IQ %4"PuG �, \ LA `J / \ ' fi t. rm G"i,- _� C 5 H r I' oR,, i `�' r wH t � Neu, I Gvw � )wr4ic-n 24" DEC-P, TO 6A7E � �� 1 L,� � 2, 2r� �P,��� �Pgt�_ i� �'i��1/a.�. c�1 ��— --__ __� � __ tJG. 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G> V f 1� 'r' , TH O (' O L) 6 H L-/ 7 GS T A t.. , p A � � t l , T YS` M Piz 0�/ t I :, 1C1C>/'LU D/t V�/! HOv�/i N Atu�Nbty DRAWN BY LGC CHECKED BY BP APPROVED BY BP DATE , OCTOBER 1996 FILE 9546LAND DWG f �j'�'�`(y (/'�_ CARGO /( jj 1 �/�6q a ! ! V !— e R W � '+r � � � 4 � V y SANFORD AIRPORT AUTHORITY ORLANDO SANFORD AIRPORT LANDscAPE IRRIGATION PLAN SANFORD, FLORIDA ' FDOT WPI N0. 5 8 2,75 99' r , , � STATE JOB - No, 77000 - 382'3' a: _ �,