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HomeMy WebLinkAbout2789 Flightline Ave 99-3415 New Construction BLDGZONE DATE CONTRACTOR�� ADDRESSy�'r'�-vr�%crt� PHONE #� LOCATION OWNER e ADDRESS PHONE # PLUMBING CONTRACTOR ADDRESS PHONE # ELECTRICAL CONTRACTOR PHONE # r, 2 -;kc( MECHANICAL CONTRACTORsJ� PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS (�®) FINISHED FLOOR ELEVATION REQUIREMENTS (®) ARCHITECTURAL APPROVAL SUBDIVISION: PERMIT # =� r/3 LOT NO. JOB �1-����1 6* BLOCK: SECTION: COST $ / r/)Z%/ CX/ SQUARE FEET: 1113 FEE S. STATE NO, FEE $ FEE $ 11 0) FEE $ nkj iyll= OCCUPANCY CLASS: FEES ENERGY SECT. f . lr.) _ ��F�F.� �'l ec t - EPI: CerA-, 0 ee . CERTIFICATE OF OCCUPANCY DATE: ISSUED # L A m A&f) DATE: FINAL DATE 40 A cti t Q 5XIS "INS ASPHALT 975 AV MENT'TO 89MAIN s I Is E Pq 41 TH (Typ) I q jo Y? 1, LI a V' CkU.9 UNDER S/D�,rlK 0 L. 544 4) "t- vr% (i ",w 'UT AND CONN 0 r SAW( "A V) 5q 4 TQ F. X 1S TING _449NT Off'- E LEASE UNE MOW 1 (% 11 7 17' 5 JZ5. _sp*cFM R 6 y) 4v 1 0 0 NEW P#AM. FENCE Jjr IREW 0 L R__ - EL GATE As - A L E ®r 03 A' STA It Y) T; A G',Zt­ III! of % l WHE4 MP$' TrP, 777­�-� v EL, 514,9 CONCRE TE FLOOR S SEE STRUCTURAL DRAWINGS 144: R \10 1.1 " , ---------- ---- -------------------------------------------------- I V!pf , I'' 1XIST d L® 55 o" 61' CUR LEAVE THIS AREA UNPAVED Y) E L 0,1-5-o 0 q Y i9 WIN REMOVE E A, IS IT= TRI EgS W- 10 XISTIN AND SEC -7 7 1 v7 CONCRE TE PAV MEN T JOINT 6 5TR Wlk o' -F u _�o 7 00 19Q -rp+ AAEA SODDED 7 S TA,, 05 +51* 55 "RADE DRAIN P6 WEST Jr�,,R 'RASSED AREA r E�,;. 1W ToAm A 414 SOME D �Rq LEA�E UNE ih, *r, , " F. xl, T. Rf F. T GRADE TO - ------------------ - ----------- K 41 -DRAIN TO E-A STA.051 er-21 7 !j ko7 ———————- OT TIE° W-- PERM-. FENCE- .- INTO E;iIS T. \,r). FENCE 0 LEASE UNE) m ;114� SObDED, BERM' APrX. 12m- t\ iffl e t:— �v V), S I A <J\ v V) A) 117 N. VARIES "'ONCRE TE WHEE L S TOP 03h,"r, 511EET C5 FOR DETAIL) 0 30 SCALE FEE T 4 SLIGE t ASSOCIATESo INC. PROJECT UNDER�, LICENSED BUSINESS CERMCATION j 3019 CONSTRUCTION Copyright 0 1999+20W SK9.1 & A.sociatet,, Irio, INTERIM 2 39211 SOUITH NOVA ROAD a PORT ORANGE. FL 32127 (904) 761-5385 SURVEYOR'S NOTES NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS AND/OR OTHER MATTERS THAT ARE NOT SHOWN ON THIS PLAT OF SURVEY SKETCH OF DESCRIPTION THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.THIS SURVEY/ SKETCH PREPARED WITHOUT BENEFIT OF AN ABSTRACT, DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF. UNLESS OTHERWISE SHOWN, RECORD DISTANCES AND DIRECTIONS AND FIELD MEASURE[) DISTANCES AND DIRECTIONS ARE E UNDERGROUND FOUNDATIONS, IF ANY, NOT LOCATED."94 AS -BUILT SURVEY OF: SURVEYOR'S. CERTIFICATE PAVEMENT & CURB I HEREBY CERTIFY THAT THIS PLAT MEETS THE MINIMUM ELEVATIONS REFER TO SITE DATUM TECH -A STANDARDS SET FORTH BY THE FLORIDA W 0 E PRD OF OFE5310H LAND SURVEYORS IN HAPTER F 'I �7z TE �A ADMINISTRATIYSAODE, PURSUANT T ON t .027, FLORID TATUTES. STEP EN B LIGER, P.Ld �0. 379 4, INDICATES AS -BUILT INFORMATION ZA t J.E. A E L.S. N(//4046 STE PT. KRUGEft, - -S. NO. 4722 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL 6 o RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND AS -BUILT SURVEY MAPPER!' KEY P UNPAVED AREA NOTE i, iiARXING AREA TO HAVE A r MINIMUM ASPHALT OVERLAY. 2. 015IVR8ED AREAS TO 8E GRASSE0 OR SO EXCEPT VIES AREAS'N07'E0 AS "UNPAVEIr ON THIS PLAN. AR' DE 'EE LANDSCAPE PLANS 0.50Y. MIN FOR ADDITIONAL SITE DETAILS, J. 5 Ti IE tW'NSPWT SHALL 13E CONNECrED TO A 60 v If 4. WI LL )PI'ING SoHABE INS TALLE-D. TH PVC PIPE. A 64 TO 3" "CKSS" IT A APPROPRIA rE ELWWS, TO ALLOW THE INSTALLATION OF THE IVIO P`II,,C PIPES UNDER rHE SIDEWALK. PVC FIRE UNDER SID-1YAL L A I` TYPE S-111 ACSC 'SIA INTO THE PAMING AfIEA. 12" SUBBASE COMPACTED TO 95Y.. I-, !j! 5HALL t1AVE h)SjhVf 0.50 6" SOIL CEMENT BASE MAX, D—NS/TY AASHT 0 6141 ` TYPICAL EMENT SECTION t"I'AV t Hip "Tj NOTE: USE IN UNPAVED AREA ONLY -0 THE H TB T E-A ! I If T i Second Poor Fire Alarm Pune Scale 1/8"=1' North F-irsZ" r [oor- Fire ��arm Pune Scale 1/8"=1' North a �eP° Eire Alam Control ,'PeLnet J PJ ` P PuR Station n.r N.F.F. -T H/S H/S H/S H/S Smoke Detector~ H/S] Horn. Strobe i SD ' fMIK�y FACP Fire Al arm System Riser Diagram NOTE: 1. All devives shall be installed to a box, Conduit stubs to accessable ceiling space from the device location and through any fire walls. AU wire shall be free wired except for .conduit stubs, 2, All" wire shall be an EPLR type =;wir-e. y p (z. � \�''2 I^\ibsv'� �-• �--iJ•'��� �a�3-� i,Z"c�C'rC3 �CutJ��� �ktz�t �J�-- �"(���'dtl�e�` [�.0 �3 �i�� t�=p 5 �•v',..c:4��a-z.. APPROVED AS NOTED O T T BU0000848 j PROJECT NO 13462 DRAWN BY A.S.O. SCALE: NONE DATE: 4/25/00 SHEET 1 of 1 SHEET NUMBER FA- 1 Y E a r. O / 1 > Q Q C V J 0 a� 0 O 4- N (7) (7) ) 0 c 00 N N L Q O o F— rL CL p O ` PROJECT NO 13462 DRAWN BY A.S.O. SCALE: NONE DATE: 4/25/00 SHEET 1 of 1 SHEET NUMBER FA- 1 Y { • a r. 0 Q) d 0 O N o F— rL CL p O ` ® o AM L U a w Q0 o o Q) S z o0 r®{ r � 0 0 .00 d N ISI L0 Ln ct' O Q) C� �9 TQ) U PROJECT NO 13462 DRAWN BY A.S.O. SCALE: NONE DATE: 4/25/00 SHEET 1 of 1 SHEET NUMBER FA- 1 Y { • a r. { • a r. �i a r. �i a t. �i t t. j t { i it i a i I OFFICE COPY FINAL INSV L. j i i jt% it-QUIRED I SANrORD SUILDiNG DEPT. r THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH p THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER, OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL j ISSUANCE OF A PERMIT PREVENT 'f"-iE BUILDING DEPT FROM THEREAFTER REQUIRING A CORREC- 9 TION OF ERRORS ON THE PLANS, CONSTRUCTION OR OTH_IR. A!{OL,it'i= T. #w - PLANS I9 CITY FJa IC)P" , I I s { 1. . p Im Ing, I h K p i 1 p 9 s 1. . p i p q, s 1 s p i # v t p , i I� i . � i PIPE SIZE 'B' MAX. TRAPEZE MEMBER 1 8'-0' E' SCH: 40 PIPE GENERAL FIRE PROTECTION _ 8' -0' 2' SCH. 40 'PIPE _ 8'-0' d, PIPE SUPPORT TYPE T04 8'-0' PITYPE S 2 1/2 ABBREVIATION LEGEND NOTES AND SPECIFICATIONS - do , 2 1/2 8'-0' PIPE TRAPEZE USING TBC'S 44 RING HGRS, 3 PURLIN ATTACHMENT W TBC & RING HGR 2' SCH, 40 PIPE 3 _ 'T SCOP6 I GENERAL PROJEQ 2 1/2' SCH 40 PIPE 4 5'-0' 2' SCH, 40 PIPE 4 8'-0' UNO UNLESS, OTHERWISE NOTED THE PROJECT uIL`INVQLVE THE C❑NSTRUCTI❑N OF A WET PIPE SPRINKLER SYSTEM �. ,...... >,_ - .. r TO PROTECT$,CLt�SSIi_ IRCRTcfA�iCIAR, BND ADJOINING SH�JP/l]r FICE 3'-0' 2' SCH. 40 PIPE '13-C 5'-0' UL LISTED TOP BEAM CLAMP 6 L - CENTERLINE ;p AREAS. AS SHOWN QN THE PLAN. SPRINKLER PROTECTION IS BEING PROVIDED FOR ' THE ENTIRE BUILDING. 6 10'-0' 3` SCH. 40 PIPE W/ LOCK NUT AFF - A ❑ V FINISH R ABOVE I S. FLOOR O G j T H R .'CAP - THREADED CAP 2. DESIGN CRITERIA; .THE,:, YST.EM... IAS BEEN. DESIGNED IN ACCORDANCE WITH GR: CAP - GROOVED CAP - NFPA:1.8' (994 EDJ FOR A rEXTRA-;HAZARD OCLUP- NC (�, N THE HANGAR AREA. j A DESIGN 1�ENSI7Y%pF �Q�- GEMf S.Q. FT�C1VE,f��;tHE MOST REMOTE - . UL LISTED TOP _ C C - CENTER TO CENT ER DIMENSION - GC GROOVE T❑ CENTER DIMENSIONN&" ..HYDRAULICALLY = 2 B F'<;PLU t�x�4a GG�Ms:FI . �DF�A��MET �c�S�-�r��r�� LL❑WANCE HAS BEEN L `Ii.'CLUDED IN THE CAL U1 AT, THE3$I L'';STQR G�R_EFl;IN,THE MEZZANINE IS CErtSIDERED AN Or L1 3 siAZ OIGR04R 1;-,OCCUP.t3NCY AND THE t�F.;.._IC EW BEAM CLAMP Z-PURLIN W/ LOCK NUT - _ T R T R M CG CEN E ❑ G D❑VE DT EN�ION . ; - ..- TRr�irF>': —._� . (TYP.) - N - GROOVE T GROOVE DIMENSION "`''• G G 'A GT - GROOVE TO THREAD, DIMENSION 3. MATrRIN_S; ANU VFFICEZ5 TG - THREAD T❑ GROOVE DIMENSION AAI 1. FIRE PROTECTION EQUIPMENT AND MATERIALS SHALL BE ULak;ISTED WHI N�„APPLICABL�J= - - T T - THREAD T O THREAD DIMENSION M E N S I ❑ N a ALL SCREVE D FITTINGS ARE TO BE CLASS 125 CAST IRON OR CLASS 150 MALLEABLE IRON. !. INVERTED C -CLAMP, — CAD PLATED' FERROUS ALL -THREAD ROD �^ SEE MINIMUM SIZE REQUIREMENTS BELOW TOR TOP OF RISER �! BOR - BOTTOM ❑ F RISER r r � '��' C rxi'I.10`/ED r iTT1�lGS ARE TO BE GRINNELL GRUVLOK FIGURE 7000. 7001, 7004, 7401, - Dl , 7tls?, 7040 2 c QUAL FITTINGS BY OTHER MANUFACTURERS MAY BE SCREWED OR 'PLAIN -END' CAP: _ _ ' AUX,- AUXILIARY SUBSTITiJTED VITH HE APPROVAL OF THE ENGINEER. ; TO PREVENT SLIPPING GR; CPL . - GROOVED COUPLER A - ELL 90 DEGREE STANDARD ELBOW r D. ALL SCRE&D PIPE K _ IS TO BE: SCHEDULE 40 BLACK OR SCHEDULE 40 ALTERNATIVE BMW r'V FERICAN TUB' DYf A THREAD). USE OF THREADABLE EXTRA LIGHTWALL PIPE .- F F AVIONICS + + T <: BHT - BULL HEAD TEL w SHALL WT BE PER:KITT_D. UNLESS INSTALLED USING GROOVED CONNECTIONS. UL LISTED SWIVEL -, RING HANGER �a RG - REDUCING GROOVED COUPLER F # E. ALL GRIDDED JaHLIN , ND MAINS T❑ BE GROOVED STEEL PIPE. AND .�- r SI'.AI i SCrr_ - ." "� K MEETING ASTM A 795 TYPE E GRADE A SPECIFICATIONS. 2� FLi�Li �� � I FC L - F�_OOR PIPE CENTERLINE D DISTANCE � ._ F� AL_I_D SLr'"R _O � AMERICAN TUBE DYNA-FLOW MAY BE SUBSTITUED-FOR BRAtCH' ICES OR PAINS, ORLANDO, SANFORD AIRPORT ' TRAPEZE MEMBER ''.PIPE JST. - J❑IST ,. ` SEE CHART BELOW CAD PLATED FERROUS + WFS - UL LISTED WATERFLOW SWITCH 4. T FIRE- P - L E HE IR_ S+`RI#,�C__R CONTRACTOR SHALL PREPARE A CUT SHEET PACKAGE FOR SUBMITTAL TO THE ENGINEER AND TO TW- AUTHORITY HAVING JURISDICTION PIPE SIZE 'B' MAX. TRAPEZE MEMBER 1 8'-0' E' SCH: 40 PIPE 1 1/4. 8' -0' 2' SCH. 40 'PIPE 1 1/2 8'-0' 2' SCH. 40 PIPE 2 8'-0' 2' SCH. 40 PIPE 2 1/2 7'-0' 2' SCH. 40 PIPE 2 1/2 8'-0' 2 1/2' SCH. 40 PIPE 3 6'70' 2' SCH, 40 PIPE 3 8'-O' 2 1/2' SCH 40 PIPE 4 5'-0' 2' SCH, 40 PIPE 4 8'-0' 2 1/2' SCH 40 PIPE 6 3'-0' 2' SCH. 40 PIPE 6 5'-0' 2 1/2' SCH. 40 PIPE 6 7'-0' 2 1/2' SCH: 40 PIPE 6 10'-0' 3` SCH. 40 PIPE - ALL -THRs AD ROD SEE D. T. - D U C T I LE_ I R O N ( D R S I U N ❑) E " - MINIMUM SIZE ALL THREAD ROD SIZES PVC - C-900 CLASS 200 U N ❑ T'. r p r F REQUIREMENTS BELOW _ __ 5 TIE FIRE PROTECTION ENGINES OF RECORD. SHALL FURNISH THE FIRE SPRINKLER PIPE SIZES 1 4 ROD SIZE = 3/8' _ - CONTRACTOR WITH UP TO 4 SETS OF ENGINEERING DRAWING BLUE LINE SETS BEARING t' T.R, THREADED FERROUS ROD (ALL THREAD) y PIPE SIZES 5' - 8' -- ROD SIZE = 1/2' �•z. ,_ _ _ Tri SEAL OF THE ENGINEER FOR PERMITTING. SHOP DRAWINGS. SHOP DRAWINGS; SHALL T . W - SCHEDULE , I C T H T N W A L L PIPE s _ R✓'dIE'lED BY THE ENGINEER AND STAMPED APPROVED. APPROVED WITH COMMENTS 1' UL LISTED SWIVEL NTS - S C H . , _ SCHEDULE (R E F E R I N G � D PIPE T H T C i�i�9E � "; 'RE1Et;TED ONLY.. THE ENGINEER SHAL ► NOT SIGN AND .SEAL ANY SHOP' DRAWINGS IN RING HANGER FOR VIMATION Or STATE LAW. THE CONTRACTOR WILL.BE REQUIRED TO SUBMIT SHOP DRAWINGS PIPE SIZES THRU PSI - POUNDS > 'PER SQUARE INCH (G U A G E) - FOR THIS PROJECT. IT IS ANTIC.IPATED THAT ` XTENSIVF C❑❑ RDI NATION WILL BE REQUIRED 2V2'. CLEVIS TYPE VTH TE ?fTRUSS DRAWINGS -AND HVASHOP DRAWINS.ALL❑NS PER MI UTE FOR PIPE SIZES ,r 1, r� �+ r� RPM - REVOLUTIONS PER MINUTE :r DIt'_NSIC S SHOWN IN THIS PLAN SET ARE SHOWN CENTER TO CENTER FOR. ALL PIPE. ' OVER 2�/2 (TYP) STANDARD TRENCH DE 1 AIL TEE _ TEE FITTING ( ? i"r c r1 dTRAaCTr IS RESPONSIBLE FOR FOLLOWING ALL APPLICABLE PIPE F L G . - FLANGE ` REtOMJIREf''cNTS CF i� PA 13 (1994) AND NFPA 24 (19951. + TH - TRAPESE:HANGER r 8. HYDROSTATIC TESTiA6 OF THE ENTIRE SYSTEM SHALL BE REQUIRED. THE FINISHED FILL GRADE W ❑ - WELDED OUTLET-ITRACTOft? L Br REQUED T❑ TEST ALL NEW PIPING AND EQUIPMENT I *,. r 1 W G ❑ - WELDED G R ❑ O V E D . ❑ U T,L E T AT 200 PST FOR A PERIOD Orr` 2 .H❑URS IN ACCORDANCE WITH NFPA 13 AND 24. RN - RISER NIPPLE 9, A N INPL" NIUMBER DIF'• SPRINKERS MAY BE NEEDED TO CORRECT OBSTRUCTED M__t1BITIhF#S DEQ TO RDS TRUSS CONFIGURATIONS. HVAC DUCTS OR OTHER EQUIPMENT NTS - NOT T❑ SCALE.. r _ � REPLACE EXISTING EARTH INSTALLATIONS, THE CONTRACTOR SHALL ADD HEADS TO CORRECT THE OBSTRUCTIONS � � =III �_ AND COMPACT TQ 95'/. VOLUME V.I E - VERIFY T N FIELD K AS;E EIf�D AttO AGREES TO A FLAT RATE CHARGE QF $ 120,00 PER HEAD FOR SUCH ADDITIONS. 1-11 — UNDER ALL PAVING. CIF CUT IN F I E L D r r -QUIRE A CONNECTION TO THE T „ n I0: Tri SYSTEMS T _t1S SJYN IN TriIS PLACt SET RE`FIRE�L*� Ap ALL UNDERGROUND PIPING PROTECTION I.�iD� 1D MAINS. THE UNDERGROUND UTILITY CONTRACTOR I I S TO HAVE A MINIMUM r n r o (S ° �r�L1� r C�i`NISr{ 7P.c SPr2II`uCL E R CONTRACTQR dITH A COPY OF HIS LICENSE SHOWING e � �g — OF 36 INCH COVER, HIS LEGS RIGHT TO INSTALL FIRE PROTECTION MAINS. THE UTILITY CONTRACTOR ! � 6 � I I F T _I ! �_• — S`rfA__ ALSO FURNISH HE SPRINKLER CONTRACTOR -WITH SIGNED CONTRACTOR'S I. `� ALL THREAD ROD SIZES ^, MATERIAL AND TEST CERTIFICATES AND.PROOF THAT THE MAINS HAVE BEEN PIPE SIZES 1' - 4' -- ROD SIZE = 3/8' _ FLUSHED IN ACCORDANCE WITH NFPA _4. THESE REQUIREMENTS ARE IN rnNFnRMANCF WTTH THF R(II FC FIF THE UATF FTPF MARCHAI TSS SPRTNKt_:F.R- A 01 "1A J D.I. W/FLANGE z __SPARE HEAD CABINET _-.- - -- WITH SPARE" HEADS OF EACH TYPE -AND I A P CA LWREN H S i. FIRE LI B G E FINISH GRADE ._ 120 V IRE �0 ALA M BELL R a _- II = i amtu uIu ON OUTSIDE clm I� .-! ., i LTaJ I WALL NEAR � . . • r- T . UC ILE IRAN RISER i� J A POTTER vSR-F OR EQUAL 9 0 W/MEG LUG x: FLOWSWTICH WITH RETARD RESTRAINTS o0 I � 6' CENTRAL.,SHQTGUN 90 RISER -I I1 -"II I- _ ' r.HFr.K FIR 1701 IAl w/ rl iAr,Fs 1-1T�T DIMENSION �- 1 _8. (OFF EDGE OF SLAB) DUCTILE IRON SIZE: ' 6. CLASS: DR -50 ,t " J. . EIRE PR OTECTION SIVE PLAN FOR : DRA`CLIC REF- ERENCE SEE CIVIL, UTILITY PLANS FOR UNDERGROUND MAINS - ; SND .CONSTRU _ CTION DETAILS L �r SCALE; 1' = 60 FEET .., . i FIRE PROTECTION WATER SUPPLIES Q PUBLIU 0 PUBLIC + PUMP 0FIRE PUMP M OTHER, LC11'iES{ S7ATIUZBs...< ° FLf� r11C�QTDAl_ r (^j1'''jj ((''��t,y• _- ,.;...-... ...ems -:.. .r.-.�v.... - SO1URCE OF. TESTI rI Iron^ITT-T~'��TAITtv111M CI f II/ (`r 1AITYT:T r1 IS 77 t! r TTV . ,.. .. 1 .. r/ 1 J .J.2 I BATE QF TESTI TBD LDOATION `OF TEST; ELECTRIC FIRE PUMP DATA: RATED GPM = N/A RATED PSI = N/A TANK SIZE _ N/A MISC NEV SUPPLY TO:BE RUN TO BUILDING CEN TA R t �I;: P -RECESSED N AN R , CE SEI} E GE T_ S DA f� 5.6 1 2 1 f 2 C q �E I6 G N1� / !� 5CL1PL C2 TH, :. 77 _ , , 77 _. _ r -girls _.. -- 6_ =_ u PR UE SPfiIZE PRINKL R s 4f _ . tE EA FG, FY , _IN F�. h1 T 4 ° L � ' ' ERr R' R P. I S A�1D, IENC 1? _ PE) _ All BqX .. D . qC . NE S RER) 9 _ C1gR t fi P a . , - r n. r.. i f 5 - . II I I� r t } ti ik. A 'I i I SANFORD BUILDING JLPT. THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT. A PERMIT !S SUED SHALL B CONSTRUED TO 8c A UCE-JI)SE TO PROCEED WITH THE WORK ANL NOT AS <iUTHORITY TO VIOLATE, CANCEL, AL -TER. (),` SE r ASItDV- ANY 01= THE PROVISIONS OI` THI TE' CHNIC AI_ J'DcS, NOR ::;HAL.!_ ISSUANCE. OF A PERMIT PREVE;N- TIE E31JIL.DING DV:r-T € pFCCI .i 'rl-!MR-,AFTCR REQUIRING, A CORRFC- 7Is31VT{�Or cmmop w4 'rHE PLANS, Cl)A'Ir�`i`RUCTION € R OTHER VIOLATIONS Or THE CODC;- S. s f j t . ti ik. A 'I i I SANFORD BUILDING JLPT. THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT. A PERMIT !S SUED SHALL B CONSTRUED TO 8c A UCE-JI)SE TO PROCEED WITH THE WORK ANL NOT AS <iUTHORITY TO VIOLATE, CANCEL, AL -TER. (),` SE r ASItDV- ANY 01= THE PROVISIONS OI` THI TE' CHNIC AI_ J'DcS, NOR ::;HAL.!_ ISSUANCE. OF A PERMIT PREVE;N- TIE E31JIL.DING DV:r-T € pFCCI .i 'rl-!MR-,AFTCR REQUIRING, A CORRFC- 7Is31VT{�Or cmmop w4 'rHE PLANS, Cl)A'Ir�`i`RUCTION € R OTHER VIOLATIONS Or THE CODC;- S. s f j t . r 4 t Is f fl i FF1 NEW HA��N. -AR AND 0 c ie , �:� �``r� "7 121 �i a PROJECT LOCATION PLAN m ME AdPMMM Aa wE AND, v V-101v 8a;�n "�i. Jfi?N J G�BtY..QUI 3'i.`.' i S. ffa . - ,. •. ,� IT�r TA E , -- E-" ' ate', rd z�_e•� • �=ice'' � iC S � G'� �a _ �i �'��.9 �?�� ?:�.� mmuh Ell '407) 302-1003 AT A 671 r , ami .,,✓a c i 9 , a LIST OF DRAWINGS SHEET N®, DESCRIPTION COVER COVER SHEET CIVI C1 GENERAL NOTES C2 DEMOLITION PLAN U C3 PAVING AND GRADING PLAN `V C4 UTILITY PLAN ,0 C5 DETAILS LLANDSCAPE L1 LANDSCAPE PLAN - ° AR FATE T RAL Al ARCHITECTURAL SITE PLAN LIFE SAFETY PLAN &. CODE ANALYSIS WPI 0 5-827588 A2.1 FIRST FLOOR PLAN A2.2 SECOND FLOOR PLAN INTERIOR ELEVATIIONS & DETAILS r "l A3.1 EXTERIOR ELEVATIONS & BUILDING SECTION Fu%j I almo A3.2 EXTERIOR ELEVATIONS, BUILDING WALL SECTIONS �y A3.3 EXTERIOR ELEVATIONS, BUILDING & WALL SECTIONS A3.4 WALL SECTIONS:^ A4 ROOF PLAN .,. ;. A5 OPENING SCHEDULE & DETAILS A6 OPENING DETAILS ' 1 PREPARL_D � R, SANFO D AI PORT AUTHORITY KENNETH Wo 1RIGHT— CHAIRMAN WILLIAM R. .MILLER `VICE CHAIRMAN Ui LON K. HOWELL SECRETARY,/ TREASURER A. K. SHOEMAKER CHAIRMAN EMERITUS WILLIAM BUSH, JR. -- MEMBER � COLONEL. CHARLES H GIBSON — MEMBER SANDRA So `GLENN MEMBER MARTIN "MRTY" W. HERBENAR MEMBER CLYDE Ha "ROBBIC`,ROBERTSON, JR. - MEMBER VICTOR D. WHITE �­E:XECUTIVr -DIRECTOR z }� A7.1 STAIR PLANS & DETAILS STRUCTURAL S1 ABBREVIATIONS & GENERAL NOTES S1.1 WIND AND MECHANICAL EQUIPMENT LOADS S2 FOUNDATION SLAB PLAN S2.1 _ SECOND FLOOR FRAMING PLAN S3 DETAILS S4 DETAILS MECHANICAL M1 FLOOR PLAN HVAC M2 HVAC DETAILS AND SCHEDULES P- UM ING P1 FLOOR PLAN PLUMBING FIRE PROTECTION FP1 FIRE PROTECTI NOTES, DETAILS & SPECIFICATIONS FP2 FI �—S_EINKLE_P,-P AN AND ELEVATIONS FP3 FIRqT_FF(T0q OFFICE SPRINKLER PLAN & RISER NIPPLE DETAILS LECTRICAL E1 E2 FIRST FLOOR PLAN — POWER FIRST FLOOR PLAN — LIGHTING��' E3 ELECTRICAL SCHEDULES it I on or Cul rue no Y 9 relocation. temporary disruption of the necessary vrranements for any within hours: 24 f required during constructlon shoal be constructedby the . sold utility. The service, or clarification of activity regarding o ty 25. -tie Contractor shall submit alt shop drawl s to,: the Engineer for " _ P n9 Contractor, and: the cost thereof` Included In the Contract Sum Contractor shall exercise caution when crossing an underground utility, . � - • � final conformance with thea . standards. r as o regular obit atlon Incidental to the Works e9 g -. : •- plans or field located. All utilities which whether shown on these p Interfere with the proposed construction shall be relocated by the -� -- It I with vet f erol state and tocol lorsrs QEx! 26. The Contr.®star shall, comp y ed C. The Contractor Is to submit, an erosion control plan to. the Orlando Sanford Airport shall coo rote with respective utility companies and the Contractorpe regulations controlling pollution, of.the. environment: '' e9 9 and Clty Engineer for appoval prior to the preconstructlon tweeting for this protect. INCORPORA them aurin telae tion o rattans:" Any delay or Inconvenience of the 9 Pe n various utilities shall be Incidental to the contract and o extra t D. During construction the Contractor is to install a turbtdtty screen as required y a �:� compensation will be allowed! t + •. Insure no bidlfy leaves site during storm to Ins turbidity events. > ,' a - ... .. r-. _. ,., -:,' ... '-,• y� -. - .+'. ... -.. .. .. ,.777777777 The Contractor shall maintain free and, unobstructed .movement of r ufr f/cot/ons ous Engineer Notifications 35.icellone- drainage 7> The locations. of all existing utilities, storm systems. and and conyenler ocf traffic and shall limit h1s�operations; for the safety -topographic features shown on the plons have been determined from the , i best available Information and are provided for the convenience of the , .3 a : NEW H ..:standards.and ,construction.Sanford • .. \ _. :conform with, Cl of S ltv f w Sanford! _ �- iv re tra.n - cou II,_ s-.' I ;;.and 1n ,411 water main flit s' o es. s i .ts. ` .. � _ neral t se: materials .r : Ired :for tnsta!lI : she , water upp .• . , � general he e9 n9 Y . 9. — Slope � Drains `ll,O4 . AND OFFICES". . _ : v b the C I of _: Is waived theta e specifications. u Y . .. , :. - P _ st m hbll..com / wltfr minimum material standards► , ratings and sy e P y ` lO.- Sedlmen Basins (104-fi.47) a . , w re designed to the Engineer certifies that all roadways e g The Eng,n .Y c/osslflcotlon established b}! tY .a _ . Y' r = The C/ f Sanford. H drostotic . testi : , _ ,. _ :. ,, , -r - and ,disinfection to be Pe rformed as r:' AwWA standards. pe _ Il:�. Artificial Coverings (l04 6.4,f3J standards, as "set forth the CI of Sanford an d the applicable,' s �Y City .. ,, . , _ - r �., _ , n M nual of Uniform Standards for Department.of Trans rtotio o Florida be , Pv t n and far Streets and Highways. Construe to - ; . ;,.: .- - : ,,.,- . _ , .. ,.. -: ,. . � - t T F lO.T! Rod and Trofflc Desl n Standords fbooKlet dated �, • : . 9 - - Berms : 1 6.4.51 `. , . Design, . -Maintenance xist/ road The Contractor shall coordinate all work within e ng January .. 9 0.: be, - 9 � � . -. - - : , r l9 41.t used for drainage structures! ; , -. x !3.® Baled troy or Straw (104-6.4JC1 .. - Sanford. Prior to commencing construction r! ht -of w s with the City of ` So 9 9 ay t Sanford Air r - , . A VTON C, , . _... rlando ! nisei the O Po W the contractor wJ J co In the R.O. .. , , _ �.; '.. , _- „�� .. . - ,�-,_ �: � , • x. r I/t Fences:and Stoked Silt Bowlers U04-6.4./li l4. Temporo y S - to coo rdinate work . ,: ; • � . 2. A co of the 501/ ECE /neer s_. Report,, will be provided •to this. Controdoe . P� n9 Po , •.. /t- will be the responsibility of the Contractor to acquire the : Contractors Soh Engiof o// cam ctlon a . neer sa1I cartlfy, c m..: /5,�x 3orrlers (/04 6.4x21Floating 51114. �h��H �IV AVENUE ; ` - - necessary contro/Right-Of-Way Perm/t(sl and provide for the safety a roadway construction.' ORLANDO sAV®R AlRPRT g construction.0f local traffic durin �• 164 Remove temparorerosion control features (F.D.O.T. Section 104-6.5) 5! to insure that o!I !t will be the res nslbli of the Contractor17.X Pv t1' Mo went and temporary erosion 'control features Maintain permanent `.. required permits ore obtained aid IN before beginning any 23. All Reinforced Concrete F'Ipe IR.C.P.I shgi! be minimum ,Class ill. (FlD.O.T. Section 104-7) construction! - _ - 18.E Thls contract design has been approval by the OWNER and S. The Contractor shall be responsible for locating and verifying regulatory agencies. having.,an interest In erosion -control ` l vertically) all exist/ utilities prior to lhorizonto/ & y n9 24. All excavations within /0 feet of `the trcivelled °roadway must be ffffe f abatement. In Its final for the design meets or exceeds I d 'fon, tff In the various utt/tty companies to make minimum standards. All tei»parvey eros/on control feature Cul rue no Y 9 relocation. temporary disruption of the necessary vrranements for any within hours: 24 f required during constructlon shoal be constructedby the . sold utility. The service, or clarification of activity regarding o ty 25. -tie Contractor shall submit alt shop drawl s to,: the Engineer for " _ P n9 Contractor, and: the cost thereof` Included In the Contract Sum Contractor shall exercise caution when crossing an underground utility, . � - • � final conformance with thea . standards. r as o regular obit atlon Incidental to the Works e9 g -. : •- plans or field located. All utilities which whether shown on these p Interfere with the proposed construction shall be relocated by the -� -- It I with vet f erol state and tocol lorsrs QEx! 26. The Contr.®star shall, comp y ed C. The Contractor Is to submit, an erosion control plan to. the Orlando Sanford Airport shall coo rote with respective utility companies and the Contractorpe regulations controlling pollution, of.the. environment: '' e9 9 and Clty Engineer for appoval prior to the preconstructlon tweeting for this protect. INCORPORA them aurin telae tion o rattans:" Any delay or Inconvenience of the 9 Pe n various utilities shall be Incidental to the contract and o extra . ' e 27. The Contractor shalt control his operations and, those of, Ms "subbo4ractor,s, D. During construction the Contractor is to install a turbtdtty screen as required y a �:� compensation will be allowed! and all suppliers to assure the least Inconvtenence to` the traveling ' l fto. - Insure no bidlfy leaves site during storm to Ins turbidity events. > ,' a - ... .. r-. _. ,., -:,' ... '-,• y� -. - .+'. ... -.. .. .. ,.777777777 The Contractor shall maintain free and, unobstructed .movement of r ufr f/cot/ons ous Engineer Notifications 35.icellone- drainage 7> The locations. of all existing utilities, storm systems. and and conyenler ocf traffic and shall limit h1s�operations; for the safety -topographic features shown on the plons have been determined from the the traveling public. Under all circumstances: safety shall bethe rrx>sf A, The Contractor stroll provide the Engineer 24 hour advance notification best available Information and are provided for the convenience of the Important consideration. fnr th4 folle wtnn rronstructlon and observation activities, -- AR HIT T . „ ... .. ,. .. ... .. ..-.. - ": a ..- , .: -.. , .:. ..: :. _ .., •.. :. . ,. .. V INCORPORA A.SSDCU RATER y a �:� > ,' a - ... .. r-. _. ,., -:,' ... '-,• y� -. - .+'. ... -.. .. .. ,.777777777 I Q, IV AIVD, IC 6' OFF i 0, i. 7'� N L'. 55 a <1 f L 54.7 0 7t I _'A 15: EL. E r5l 15t 5 55. 4 WHEEL STOPS (TYP-) C'E A -`(RT) ld K I ONJ C XX FLIOHTLINE AVI�,NUIE EL.5,4.9 t,_FL e ,.' - OOR;SLABi CONIC NA ORLA NDO SANFORD AlRPORr,,,­' IN R, SE TRUC DRA E �S TURAL WINGS 14" R Jo S� EL. 55. 1 ----- ------------- x 0 EXIST. INLET. 30 EL455#70 GRATE EL 54.00: it VE� TH IS 'AREA WAVED FEE T SCALE El EL.55.0 "R REMOVE ENV IN EXISTING TREES mot TO REMAIN ZINNI."ll 1,31 - am 0 'EXIS T1Nd,,-,`_AND PROPOSED 10AI PAVEMENT JUNT gg t"i"O"Am", N, 'M BE 28th'STREET It L�'I'l�i",�-,�-?"i"""-'-,�5-�I 11,11, MOE N -f-, ',- R S .0-0 D --.O-O:t 9-0- Sol' y4� MIN CRM EIR V.1 It �STA#105t5k55 To D MEA DE '10 IRT)., URAINJU WESJ.: it GRADE GRASSED AREA 4, - -1 -1 a - - - - - - - - _- ' = - - ' - - - _ - - -- -. ------------ - -_ _ -- ----- -- - - -- - - - - - - - - - - •_ - tl11 .f A} a _ _ __ ._ .,.-..,- -.. .- ._,.- __ _ _ _ - ___ _ r a- __ _ _ _ _ _ _ _ _ _ _ _ _ -__ _ _ _ ____ __ _ _ _ _ ___ _ _ _ _ __ -_ _ - _- _ _ _ -_ _ _ - _ __ __ - - _-___ _ _ - - - __ ___ _ _ _ __ _ _ ____ __ _ __ _ __ _ - _ _ _ •-.. ,. - - > , - - ,. v: R c 2 C'.' +- :: ' - a a =; k. "�:, t_ F`' , ?;' ~3 i •'. _ .j. 4$w _ c, d', t (r' .}a f , ,.., - - -- - - _ - - - • a _ _ ; - . Pf - . - • . - - ,, S' :1•, , ' u r' ., . a - ., _ f ''h X t 4 a - / - _ - _ _ _ S: ! . . ., , 1 '•1 - _ _ yi F- al9 a° , a , I•. . . „ . i> , , _ 1 ,, , !'' }, _.. . 1 ., - - . >> , ',1 - ., % " t ` 2' , , 1 ( _ � b • . , .. Jf . j e _ j YJ {' r c 4 (fF(tf , w _ 1 �% "� ! (. -} - - i - ' - - - - . - , - ' _ - • -` �`" �, ft` it+•"` `it *..'•: 11' - • 4 . - - ` . / I !�� �' — Lf t� },. v) ' ' _ - , f r1 ,-; r -r RELOCATE FH , • r`. - hili` r� )" '`? `' t L - /i/- - �. "p N ., _ - _r r _; ,'�',} I i i., 1. � yy , �,._,._--"�- .' —�-�, /�/ { jpp.� }per d� j9, a - �" - - -- - ( .,i { - C_ L_ : ._) " i.J l r' - 1 f -� — - 11 R l� 4,/ V' 6.. ' �n I _T d PINI T - 'r • a _ _ , s i - -'. %•t 1 _ _.`:, I I . H6O �iif Rll • - 'r _ - r/ { ��1a4 fF fes% t.`i, is / , _ E WI TH x _ ' . v �" "' � L_ , . } �- � ._-x, is , CLE OUT . " � , �� - r , ' . , _5 F/ Ct T . - - F; t, a - 0 ,fit! .. jat1 f . - - I . f �, I ; a , -, c:-' t - _m , , TIE /NTO EXISTING METER I !, "PV WA ERS` r - - - :Ai4=— A ° N.. :' : is // ''(:i' _. J °.1-_) TIS' � INTO EXISTING STORM:'DRAM ,PIPE• WITH _ SCALE FEET S RVICE Lr E' • 1' , : _- i- A, POLLU TAN T SEPARA TOR TYPE BASIN _' I - . 64' FIRE PROTECTION LINE it ` 0 i ;, �i�: . / , �� \ te a- -- -- - --_T --_—__l_.�..E :SOT ) , I .J . u � , t AWNA C CR IS, YY MIN O ' "f l_� _ - -- __-L ----_.- _. t - r �- — .. - ' -- — J! " r C)' D��TH �L GRADS i�/ ---- — _--- — —__ ------'--- . - �D /' I I-, �. �- �j" �:i �r �•� Lbw ® ALV J �.� •��l Y`I r� ''t i r1r' ?�,,ti (r ,t " , %`- / _. 1, r r e _ 1 i!i !- r1 - .,w¢ ,.i "« a1FM Ir r 1,V 1 f YNbYr ; ,, E (; `- . , y,: - C,L; - =' �- - - - - -- -' - ANI T t�f,,.j ,r f CONSTRUCT -- 6° . • k r = -r , 3 �' > t t r ' \ /-} r - D / V ® � �i , t I T H 1 b®d br L A OU T od - J� l � i ` r -'g t_ .^e '�f �- ' LATERAL 0 I.OX 7- - l', '�� T,�,'_ ` : ° -•t. \.\ T ;;tPING , _ y: ,i J - - , - fl�i. , ;_ t- ; � ! ` i`F Q_ - - d� - M.. 4 f ` i 5 ^„, ; \ ct _f � ) C f r f 1 f j - r Y Y ,.,. L. .. J . �,l �° - - -- - - - - -- - �= ------ ' q' ----- - —'' �'' , ' _ � T cl E_ . j y _ / r _ c _ _ ti 'r' , F_t_ ; A r_ r-, ;_�-', -�- - T TO 0-TRENGI� = DRAIN . - ” } � � - - �r ,D L,.lE__ _., ;�' _. rl�f�.," �,j.L:�} r. AT' OUTFALL PIPE ,.ELo 53.6 �` - . , ,_' �- L- ° HECi� V L E RLY —---'�-' t �; ti: I ; i _ + _ - y , - . , r ;' NEW H C AVID ICS b - - - __ _ ____ _—.__,._.____.____,_._.___._____._.- _ _�' �._ _ I I _ 1 _ 3 ref �� i1 J I I F❑ _ - ,.� (- --I f _- r-_ -r- t `t , _-__-__ ____ ____�--- 0 Q. Q - - 4 - D _!.. O d ' _ _1 TO R + V '� - l�� 0 HERS - - �-� LOCATION OF _ _ INSTALL WITH C = ST _'.tf A`fH ;f �`P -! rt ¢_ ' \ O1/1' 6� R C'E � � - �ls'�� �. ?rt tb+�1 : NEW P ER , r POLE ' I +/—i INS ,` ° 5_.i " -i; -- - � _ _ �I m » �*, _ter . _ ,i - - , . I ® Z- - PVC' CONDUITS _ _ _ / __ - . �URrED �R® PROS O �OL� G __::. _ __ ` __ _ _ ____-_ �_.._._ _ - __ - • r a �� . LOCA TION TO DL f t�OR -- — ELEC. AND TELEPHONEI 1 ; (�.�` L . 14�r a _�' �, - - - - _ / _/' i ij� t � j. _..10 a ?-i _ I f�. 1 _ - � , ___` t � j � f - -- _1 ��' . , -T__—_ A-_-_ =, -.— -,- - - - / —� ---- — --- - - � " —_ _ _- -- -- — et - lf ' (. i ' l I/ I !,' iaL) - - - , - � ,, -' -' , _ I . - ' -- ' ! . , I i ,: " r' # _ - - ' / � L) I jam•: �'� � i .. . l _ �'I I 1 1.. r r _ i r `', - ' ! , i ) � Vin,k^ . ! 'r- - , P, . I . ! - i o IV / • I - ,? i , f I t .t F . SSS ` I i I �� v - ff . € I I - - "'') E - - E , I - � - -;y: - 1 P} , Y - f ." f •'9 u t . t i .. Y" f , . • . ,_,-I _ y A -. - NOTES® � , r' - o I.:EXISTING UNDERGROUND tl TILI r�ES ; `SHOWN USING THE BEST INF®RMATION AVAILAB H EVER - "NO GUARANTEE_ -IS MADE THAT. ALL UTILITIES E SH N OR THAT THEIR L ATIONS E A URArE Fes; 1; ., CON R ACTOR • SHALL: - CONTACT THE FLORIDA STATE ONE' ®CALL. CENTER D THS' CITY OF � FORD UTILITY �" c .r� "`` DE TIENT -FOR. UTILI TY - LOCATIONS BEFORE PERFORMING EXCAVATIONS. I TEMS TO BE DEMOLISHED '.4'r`x F., :,._ E -NOT' •SHOWN -ON :THIS PLAN ' `", „ e- ,� = : .•CONTRACTOR 'IS TO ,CAP, AND , EMOVE;:'AL'L -UNUSED UTILITY LINE`S IN THE SITE j ` , F� 3 CONTRACTOR SHALL 'COORDINATE WITH FLORIDA ER FOR, ALL ELE'C'TRIC SERVICE hIODIFICATIONS a" 1 - ti PVC .PIPE TO MEET THE REQUIREMENTS- _OF` AWWA, . C� - , �'5. LLUTANT SEPARATOR SHALL --.CONSIST - OF. A-- PROPRIET SYSTEM SUCH AS CSR/HYD N rT - ; , . , _ ; , ,: -,*STORMCEPTORa, :.CDS. � TECHNOLOGIES' OR . E`OUIVALENT® SYST M P SED CONTRACTOR 'SHALL PE •, r _ F' • •SUBMITTED TO THE ENGINEER `FOR' APPROVAL PRIOR TO `INSTALLATION® ,z , . . PLANS E`'� I J - CST � � � L INSPECTION RE UIR , . �� ��epi. . - • _ - _ - , T i _ - _ _ i $,, (j ., - 1 - - - _ 4 . , _ - - , }M _ p - , - , , , - - , _ 'W -f f - _ _ _ - _ - , _ '] T i 1' n k 4 S . - _ - n - - r _ - - - , ' L K P- D AN )j��I �i.( �' , - r , - r !- . N=� �f THY, - 4 L. 1Yt, �: , -- , 9 tDr *� k - ;tr - , , 6J+ - A HI ;i' }; _ " RC E - - - M - - tib`•+' - - , �' f6SSQG THS ' N I C:O RA H ' ,�� _ _ ! RPO ti •1- t x , 1N P 0�4 R'AT C 0 -fl . E �, _ _ _ - , - ..v , " _ 'S,•,�. _ __ _ _�'�� _•w _ __, - ';-- : - ,'.t' - .rr: - - - _ - - - - tFFrrnaeNn4 !L:�nrrom : wAvSrmq . i+maoNarufnF - - - _ , ,. - - - - - _ : _ ._-- - - " 3 ,qC.- Iii .t.° - °'� - - -j, - ` _ - - - - _ - - - - �. ha+ a' _ , 'C.f _ _ _ _ _ _ e+ x _ a ¢` i {_ C% :s ._a` f w.F - �t _ - `t r't' fr t s" " -' ., .. , "v is F }} .1 t k 3 ,i r:` �M #s a , . ,t j - •4 F - ' _.. , i •. _- .j .�`,''' ' KEY PLAN -"' f'', J;, , REVISIONS ;'s,': NO ® DATE• DESCRI P YI(iN � - il:+ - - - ,.,�y, j, i l J , ,„; - • .,' t`-_7 {' AIP NO.. ' A FDO T WPI NO . �>?. _. _ PREPARED �Y® DLA •t DRAWN �Ya �M : , , CFI ECKED BY; ;'. ' f r RY • k, a ` < ISSUE DATE® - , 4199 , DRAWING SCALE: In��G, - , . DRAWING' TITLE® 4 , ; "_ ' UTILITY . til l - . , I , IIS - - , DRAWING, NO ., • , `. . „ -: ` ' „ - _,, . '� V :,, FI � - f/ NA +I.r ,V yy�`�'pp l.•r.V I +a/ a` r�S: { ' ?k, - - - :f, . ,.' V' } t. . °: "���' ' tSIiF,lL4a�; a(�•�p 1, ” , n> f_ .d'n' f. a •. _ "Ft -- _:,�-i ---- - _--- --- ---I- - ------- - - - - - - - - - - - - - - ray -- _ -- - — - - - -' - - - - "•,':' - - - - - -' i - ,.r, .. • _ r i �.f" 's - O 4 v - `8 5 4 - .,, -, e ,S� - - - - - _ - - - Y ,, 1 of� - - - • - X lr 9 - - - - . - - _( - - �. t' - - y,p• l' . a' ;f - - - _ P F ,. - - _ _ - ,.- - .f -., - - '� - i _ :i • , . i r- - - _ , - •, , , . ;' {' , n T P - , ;' S U,CCO' CA - - , — , - , t T 4 LI EL- 2 s N W/ , , - - _ _ - - 1 I 1 OI �% U `V - v - ,T , _ _ - - , - - a •-101 ' .• - _ - - , . _ _ _ - _f.v` - 6` 6 • 4 - ;r: _ -', FILL CDNC. BLOCS . CONCRET :'P l3C �, _ K ACJ, DO PSU ! .;,,.' - " EVERY l -O" +/- . - - - - '{' - ° fiEBAR-=l2' (J.0 E.W : y t .. - r + a r %2' �'4 BARS / , '� I • ' (OR, 6X6 10X10 N/IRE ''MESH) ' a I -#5(2`-0' LONG) c�' 2'-0' O.C. - - - - - - - - - - - - - - Zo • o -� - yj (TWC PER GURB) (1' l 1 Na 1 . 1p I ! I I o `;' - 11 0 11 J��/Jj f�//'J�Jj J/j/�� Jj1/��_ ' /j)) PAINTED CONC. BLOCK B i 1 `o o T a a WATER-PRGOF & I 6'-0° IC' -0" t t� 4 - - ' _ PAINTED STUCCO 1 I , ° _ - - 1 i I 6'-Q" B' ' 1-#5(2'-O' LONG) &) 2`-O'O.C. I 4 1 1 t � - - - - - - - \ - - - - - - - - - - - - - ! , ,. _ ®� ®" 95% COMPACTED , . 9;`' 3000 PSI CONC'. io SUBGRADE ti ' wr��Ec sr�I� �rA,c W/2 -#5's 6' HIGH WALL REQUIRED W/TH ' �d� �Ll tJll / T l��Ni� AV N�r w o o LOCKABLE GATES-hllN. SWING 180'. WALL TO BE PLACED OUTSIDE SECTION A—A �� a r ������ . ����� , OF, AND NOT ON, THE PAD. (v - 24" PLAN am: DUMPSTER PAD DETAILS • ' _ K DUMPSTER DETAIL , ,- �� ; " , , I t-.' 7' - -.' ;,F SET TOP OF VALVE BOX '' = TO FINISHED GRADE m v CONCRETE COLLAR HYDRANT - , .. -. - , , ., „ - :!, ','`' IN UNPAVED AREAS SET TOP OF VALVE BOX OPERATING - �' ' ' FINISHED GRADE TO FINISHED GRADE - - • (SEE DE7fUL1 1/UT •I - . %l/� � �� ' _ ��/// / C ONCRp TE COLLAR HOSE NQZZLE . ' ' - - . - -- . - . „ - rg.. r"/// //rf//� • FIPIISHED GRADE NUN AVSD AREAS AS REO'D. - ��/// I %/ti I (SEE DETAILS) 4 SQU - • - . .I �`! /zi` ROUND D &RTNICK I , ,' •,', - / / � / ; PUMPER NQZZLE - Y' • ��� I /�� r REINFORCED CONCRETE FACING STREET • ` ` r` ADJUSTABLE CAST IRON ' SHEAR PAD, SEE - 1. - VALVE 80X I .- ; . SEE NOTE 2 I I 20TE 4 AT 9' - - - - VALVE COLLAR - ,,, ' ' - " - I- 80X SHALL REST ON I ADJUSTABLE CAST IRON - OUNQ - i - (SEE DETAlU as . . {,_., '' .. M,J. PUJG VALVE BEDDING RQCX NOT SEE NOTE 2 — - VALVE BOX _ - ,_, , ON VALVE OR PIPE WASTEWATER AND SHALL 8E i ., _ "' CENTERED ON BOX SHALL REST 0'J -' t" . FORCE MAID! ° OPERATING NUT RE51L1ENT SEAT BEDDING ROCK NOT COMPACTED o M. J. GATE VALVE -�` ON VALVE OR PIPE BACKFILL 1 `� M J HYDRANT ,•� - dd AND SHALL BE I w ANCCtORING TEE k a :'; - - - - - - - - WATER CENTERED ON SEE NOTE 3 I ° }" e o MAIN ° OPERATING NUT 12'dllNa - ' • , - O o O 1 i. . mak x p, y3"' U0 o O O O O _ _ '� '`' l \ L®I 7 (.o.l-ll 7 :_ ' - 6' BEDDING RDC i p K L 6'BEDOING ROCK 1 1 EVI JIONS ,' _ t j RESI►JENT"SEAT GATE J ^I ^ M J ANCHORING . - - n 6' BEDDING RCCX CDUPUNG VALVE AND BOX /'� /� �° �+ , " (SEE DETAIL) i " ND I JA T ! Jt� L�, I t I _ I I r4 ® �� r: > - NOTES: NOTES, - _ `' 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. I. FIRE HYDRANT SHALL BE SUPPLIED WITHOUT A WEEP HOLE, _ } , -j NOTES: - OR WITH 'A PERMANENTLY PLUGGED WEEP HOLE. , '- • :- THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO !. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. - r • :': ,,`'•'•'' .- 2. GOME UP TO 4 F00T Dc PTH BELOW FINISHED GRADE. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO 2•'THE DEVELOPER MAY, INSTALL THE SHEAR PAD"RECESSED UP TO „ 4 INCHES BELOW FINISHED GRADE AND SOD TH_ E RECESSED SECTION. . ` ?,'; -------- -"- - —_.. _ I ;r-. - t i' i - - - =s':> .,« l-'- t _ '• i�' _ ' _ -i - - _ , - - - - - - - - - -`L - - - % - , , - jill - - - - - - - - - - - - _ _ , i` -- . 11 .. -- - - _ _ T' - . - - - _ 1. 1. . `- - I - 1 i I - ;�, - . -1 I I I i - . , . , . �_ -) * - - - � -- - ,..4 - I .. - ­. 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INE''W 'HAN " ' I - I � Ul - �0 _/ � . ��, TABLE -1063.1 , .�� 100 GROSS 6F/MRSON , � 2S.L1 - HA>C FROB. 0 O=PANT6 - , I I 1, I � - 4 - � , ", "', ` . ­ � � I � I - *: . , , , I � . , - - - ,_ " � � , , , , - - I , % �t, ,� ,,�.T , � .-, - . I - 0) I , � I - - E�eJTS REGUMED - , . CHAPTER 10042 - TWO . . - I 2S4A.1 - TWO -' - I � . A _�,_ - �; � ' " I T I , , -1 - � ­,", ,� , ,-, " " i � V., " , , , , I I � I - I , �� , " , 11 I I I � � 4 1 "11, I � � . - 1. -q I - � I I - I - . - I 1. I � TWO . At% - � " , - I " " ,.�­:, . . - I ­ , - . . I I . , i, I ... Ll � �,._, -11 , , , ,��, I , I 1111 .1 - 21342 - 8PAa DaTS CN EXI'MOR . ,q. -XM m b I �;;,,�,,,,,,:,., z ,� � . - . � VIDW - W Fr. - I :� ,�, , :�`, t,"",,��,.L�,,_",_ r � ' �_ __ ;, �� �� I'- - - - -A � I . I .. - , :- I - - - . . .: , 1-1 . _,", I �,, , "' _, ,* . , - ­�, I . N, L") ON F F I C E0 " _ L � I . I I I I * �_ . , I - WALL$ OF HAN(�AR AT AN - . .1 . I - I % I . -,,, -, , - �i v- ; . . . - I I I � - . � ,.,. - I -­,­ - - � I � , � � 4 '4 , I - INTr � �, � , � - I - I , -� - I I ERVAL or- 150 FT. MAX Im " - � � - 't, . �.,,, , � . - - I . . , � - � I _1 � " , L� I I i I I - 1 _­ � : 1" ` " " � , , . � , I I I - . � � . , - ,-­ , � I I , . I ,,,, � ,�,,,�,Lt__� I . 11 , - I . it - , -Pxff TPA,/EL MAX - TABLE1004 - 250 FT � I 213-2/6, EXEM. 01 - 400 FT 50 1 1 . I -1 � "'I", - � 4 ' I I � 1z - , - � � , ; I _" "', 1, I - . - — .. ­ ' ,� r -,- . � I , .� I I '�L ;, � , ", I — :T . I I � - i, "" - I _,., � , I -1 � . I., I -1 I J , EXff DEAD END LIMIT - TABLE 1004 - 20 FT I TABLE A-54.1 -,50 FT 20 FT I I , I . � � __ I ' �4t�, I � . 11 . . ., .,,. , , � I I i , - -, - _ � I - , ., , . , * - . � �. _ � � i � I I , - - , 6TORr AREA MAX (pw floor) TABLE 500 - 42fflW eP, NIA - - I , . � : " 11 i - _____.�._ I - - . �, I , ., � - - 16 103 Cg;6F (15T FLR) . I - � �,� - I , (D-_ - I __*_ 1 6;;; �_'7_- 7_-�'_ -I ,il 'I i el�,�, -1. � I . - - -FLR) . I , I ,, � �: I , , -, 11 jA4,0,-,,6F (2ND I ,� - I , "', �,,�­, - �, I I I � ,� ­,'�*, ,� 4� 1 � I , I I . - � - ft , , ", � _�J _ " I - — - F . - __ I WEIGHT MAX � TABLE 500 - �55 FT N/A - - 31 Ft , a I ,-I- �� �� - _�,''_." � ,�� 1. ____ Ics , -, . '' ,., I , , FIRE RESISTANCE WALLS" - 11 J= p , ��, -, � , , - -� �,` , I - - - I I I I - I C mm" A I I � .� , 1, ,,�,,,_ � t I - . ., , I , �_,. . I 11 11 I � � ' I , - ,,.�,�,., 1� I I I I � I I I __,_ 0- I . EXT. NON-BEARIWs 30 FT + TABLE 600 - NC,NOLILMIT ' , I N/A - - NC . I r �, � - ,- I I � � 4 � I @__ - — - - - � - I INTERIOR NON-BEARIWs 2839 FLIGHTLINE AVENUE ' - �, "e, � .1 I I � C-14APTER 1042 - NO RATIWG NIA - - NO RATIWG � �,. I I" i . � " .1 1� --. ­ I i'.- q ROOF TABLE boo - Nc � �' � -, - 1. . -1. � � � I ,- I __ : . I FLOOR CEILIWs TABLE 600 - NC NIA - - NO RATIWG I �� ,�,�,�4,,_,­ , - 11 I - I I INTERIOR 5EAR9\;G TABLE b00 � NC, NIA - - NO RATI�* , ­ " - � F,�,:.,, , , _', � 4 \ @_ - — - ___r - — - N/A - - NO RATIN� ORLANDO SANFORD AIRPORT' ' ' '' �' '_'­ �,' � � - � _ I � � I . . I ` L . � .1-1- 1 4 1 I- . COLUMNS/ 5EAM8 TABLE boo , NC N/A - - NO RATIWG mmovampsom I - � 1- 11 :�� 1. . I .. ii I I t.,,� A "I I - ­ - — _ - I - "" 1. .- . �_ � 1. I @�____--- ,----� ACCE%M OCCWANCY UFAROCK 104.12.1-1 - - NOT REQUIREC> N/A - - I 14R/ 20 MIR DOOR6 - � � I - 'I" . � - � . I - I . L� -,, .4 � -1 ,-. , , ,� � 11z I I � � �, � , � " I I I — - AUTOMATIC SPRINKLER REQUIREED - ' REQUIRED -' PROYIDED - , ,�,, � � 1 4 1 1 �,, 19'', 10 , (p - - - - I ,� ­_ I 11 , �, � I I /� � EGP,966 REQUIREMENTS . -­,�,� __ I � � FIRST FLOOR 16,103 SP 1v 100 SF/PERSON is 168 TOTAL PEOPLE. FIVE EXITS X 3b,/ EA = �, ._11 -,,. 1,;1 1� , -, . ­ -, - � , , . -, , ;. - 4 , - - Iwa I ;,� - 11 -11 , - __ � I I 1. I � � . - CALCULATION OF WIDTH 160 X 02 = 34' REQUIRED . � , I , , , "'. - L C_ . - � . ! I -.I. I � I I �,, - -...IV � , I � '' i L4' "I � - v I 11 � . � / � I �� " , , , � � , � ,, , I ' t , � , ,; - 180 -1 � SECOND FLOOR 1,340 8F 0 100 6F-A�IERSON - 14 TOTAL PEOPLE. TWO EXITS (AV 4 449 = I I �, �, 11c, ,1., .. I I 11� - (§- - — - _ - — _ , I ,__ I _., . CALCULATION OF WIDTH 14 X 02 -- 3' REQUIRED w a I I " 4 1 1 1 - :1 I � I � I I " " i � � I � , t I I I . I � � �� . ,- , , , �0 I I , . 1� I - . I - - I 1. - — - - 11 — F DE SPACE FOR 0 Of- EMPLOYEES PER SWIFT a 13 EMPLOYEES/ SHIFT. 14 STANDARD, � . � , ,21 - , . � � - . 11; � I (��)_ - — 4t-- . fIAJ4� REQUIREMENTS INDUSTRIAL - FROVIL � I . I " , , . , �- - �, I I I I . - I WC SPACE - , ", I .`m. I I 1, , I I ,�� EXISTING W AR, AREA TO BE REPAIRED J_ . ; - I . � � ''I f 1,, " � ,. � - - . I �_ . PLU-ONG FIXTUR- REQUIREMENTS INDUSTRIAL (100 GSF/ OCCUPANT) AT 15,340 GSF,,= 184 OCCUPANTS -_ " , I ; - UNDER ANOTHER CONTRACT. GENERAL CONTRACTOR I I : ,�%_ 1� 11 ��.,Ik, � ,� , I FOR T1,116 1-4ANSAR PROJECT SHALL COORDINATE I - , I 1 184 OCCUPANT$ - 'B2 MEN AND iJ2 WOMEN I I . � �, ., -1,"', f �", AS REQUIRED. / __ I I . � - - - , "l- - I - � I - �]A - - - . . , 1� - � I, . � ., . � - . I � ,� �: �, � ,�_� , I : �. , , - , - I 1� I � I I I - - . 1 ,4 � . - *. - I , ., ' I . _1 1. z �,_ - - I 1 - - WATER CLOSET5 MEN (I PEER 100 PEOPLE) � a 1 2 - -,. .. I � � � � I 1 �4 1 2 1, 1, I I @---\-- I I - .1 �,�, - i, , I I I — - __ --- - � - � � I I (�) - ---H - — - — -r - 11 *, . WOMEN (I FER 100 FEO�-LE) . 1 2 ,� "I I - I :", . I ) . — - — I ;� - -_ -1 i I 1, - �_, - ,. LAVATOfRJES, MEN (I PER 100 PEOPLE) al � - I- 4 � . 1 2 1 1 1 �, - �,--_ - w I � I . � � 11 - z I � " ' �� ,-, � �. I - I ,� - WOMEN (I PER 100 PEOPLE) =I 2 : - 4_�, , , , , ,� r : ' , I I :_J I - I I I . I - � _r -� , �, I , I I - - - - ., .1 I � _-, I I - - . 11.1 I I. , .1 . r. i DRINKIWa FOU?,ATAINS (I PER 400 PEOPLE) I =1 I I -1 I ;�, I. � I _. ,L, , �41 -, I , . - - . ,�- - . , � -, �,. I - I , � . I - � I I I I . � . � ­ , " SERVICE SINK I REQUIRED =I I I "I _�­,,,,, __ I I t, .� I , _-, �;, �,�� � �, I , . I �,, ul w . �_ I , , �11 ­� I . I I I z ., �, .�, - A - I ,, � ', ,A , �,-, -., � * � , �._ k I . � � . . � . . � � ,�. , . � -A . - - I I - 11" - I I I _ . %�t � _� . 1. I � , 1. 1. , 041 -, � _ , - ,� L�. � � I t � : - , � , � - � , � . " I L� I � . ,_ . . 0 "" SAFETY PLAN - �,,., 1 j ­,:.,1L . . __"ND'FL0 R L111h ; " I ul SECO �, � � " Iq . N . " -1 I I , - .- I I . �, �,, I I Lu . ,;. � � "' , , , I I I - C -_,, " * -1 - - SCALE 1/16 if = I 1-011 , - - , 4 1 � � :-, � �: , ,,,� - r -, � � �_ L , I _ � .,;- - - ; - , I . I :� � - � _ , � - 11 -1 F_� .� I ,� I , , - , , - . . � I , : , - ,-0- / CON MCTION LIMITS . . - I �1,1 I It 1�1_ � I I I ., I .�, , . 1� _ �C_ _ . I - �_ I- t,., � - �­ - �4 � I I ,,,� _ � I -` , 1� I I � ". , t ,t; � - � � , ,,� � , I I - I . OF GFE WORK - - _, " I , - "', ,,,_,,_ -, t�_,,, 1 2 ' ' I Ill �- /-\ KEY PLAN . 11 I �.. -�,�,� - I-, , " L , WE f IVIL .11 a- 40-1, A nr_ - 1� , I , , __ ; - . r"� G ru_� , I I t, �_, - I - '514 4 1 k, ��_,, - _­ � � I , I I . , � - I -, , - ,� . � , ,�, J� 4 1 � � ONIGS I - - T _` t, " _ I I , I NE J CE Avi NEW �&' HIGH WIRE ME , , 1, �_, I - I — I � � 1� 1, .T ,_� . I NEW V HIGH WIRE MESH ., I .1 - MAN DOO UTILIZED FOR I .�.I,'­�L - "-.':' , , � I � I FENCE WITH 3 5TRAND5 � T -1-1 T , T T REVISIONS -11, � ,-I ,,,,�,,., - �� ,.,I t � � I I � , 4' ,,�,!_ FENCE WITH 3 6TRAND5 ) I . I I I I I' EMERGENCY EG 65 W14EN -, ,- - ,11 �, � .. � 5L,It_[)ING� . BARB WIRE - — � I I - __ ___ ""' 1. ,,,,.J, w , , �,�, � � "I HANGARD7R 16 CLOSED I I � 1� �_, . ___\ I / : � � . I . _. , - - " " �., .I _,�-I��.-t,, . ,',, " � I . - - I I I I BAR15 WIRE AND V GATE . I - �� - . If No. DATE DESCRIPTION �,_L 11 I ,� 1. .1 �,i I ­ .. � - �,,,) , ,�,� I-, � 1, , � . I . � - I I � � I , � I I - i� ., � I .� . I'll - - - __ ___ L I , �, � , - - \ - X`�� --- � 1- I I" ­'. � � � . ------- _____ - - I I . - . — - -1 - __ I - ., I - '' ��, ", '' 11. I . \�, . - r__ � , - i - - � , , , , '' . - � 1111 I I - ... - ,,�,� - - I ! �_ — - — - . � I � , , I., ., i . . . / I . ./,I I �: - - - . I _�� I �, :,, , " , 1 4 � / : ___ � - __1_ I-= 5 -T'6UEEEj - - � - . I 1� .,�­ ��_ _� - I'- , - ,.- E A` 1 5 T I'N'C=;; .. .. A-77-1 07_�_ I I � � !I -1 - .: . %I. - .. �, __ - - a - __ — — , - L I I � I I - — - — - — - __ - ___ ____ ___ __ I ,� , , " -.,,' - ­ __ , , I I - I . : - . . 1, �:, " I I q - 10. I I FE --'\---C2) I , ,,,,,, , �- 1, . .. , I . . * I I t , - . . : ...., � :., - I .'., � . _� I - . . . - _:-r - � I . . ", z \ - — - — I * � - ,;, � , . ... . - - ---�D - - , T . . I . ,,* , , , , (D [ i - � - I � . 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BULKHEAD Ca r T u,� T — G) N FIRST F1L00RREFLECTr_.lJ CEILING PLAN REVISIONS SCALE 1/ 16 11-V No. DATE DESCRIPTION In WPI No. 5827588'- FDOT Project No.: 77000-388Q-,:, PREPARED BY: DRAWN BY: NBB/ LEN CHECKED BY: ISSUE DATE: - 4-16-99 DRAWING SCALE: DRAWING TITLE: Jff AF= A[— HN m TB "A BLANKEN,$HIP N'E WET H Y X ARCHITECT$ INCORPORATED, jQ J: Kwo""EFLECTEU CEILINk.:p rmLAN'%.)-_ PLANS KEY PLAN REVISIONS No. DATE DESCRIPTION In WPI No. 5827588'- FDOT Project No.: 77000-388Q-,:, PREPARED BY: DRAWN BY: NBB/ LEN CHECKED BY: ISSUE DATE: - 4-16-99 DRAWING SCALE: DRAWING TITLE: °sem CITY OF sp"NFORD DRAWING No.: AM 'BOWMR, & AssaciATEs,'INcogPoRATEo METAL ROOF GUTTER EAVE R EL. 1211®a METAL WALL PANEL FRE -FABRICATED 5TAIR Aft M PLC MV EL 1111.8 DOWN5POUT FIXED ALUM. 6TOREFRONT WINDOW 5TUCCO ON CMU WALL MI METAL W, ACOU5T, TI STUCCO Or 12 ------------ 'n, 0 pJ B.=,B A 1 Al 3.1 A,3.2 r4lT -0 . - Ak EAvE 14EnHr 1V EL. 521.08 — METAL ROOF 5TUCCO C.OKF,01— JOINT 10 FT. O.C. MR EASr.l-"- ELEVATION T K:75V-4- SCALE'1/811 = 11-011 z OL WESTELEVA TRION MTV. I [/i* LAAM, t"It"t HAM) IL. (5EE DETAILS 5HEE A!) SCALE 1/811 = 11-011 )UT BIER PANEL IN HANGAR "All C-1111"Iff-l- M-7 PL• -1 -- CITY OF SAIAMR-D 'BOViTMR 4 AssociATEs, ImoproRATHo Nm`E WFA. N G, AND C A VIONICbi 2839 FLIGHTLINE AVENUE ORLANDO SANFORD AIRPQRT KEY PLAN REVISIONS No. DATE DESCRIPTION t WPI No, 5827588- -FD OT Project No.: 77000 -38801 - PREPARED BY: DRAWNBY:* NBB/r. , LEN CHECKED BY: NBB ISSUE DATE: 4-16-99 DRAWING SCALE: DRAWING TITLE: E Xf T E I (OD mmm" i0'"IMS' B L Jo I L IlLm 1 mi" I &No Gm S E C"'T 10 N DRAWING No.: APR& WA e er T 'HE"H �B.11 NT 44M TE BLANKENSHFP, NE -ME T HY ARCHITECT$ -INCORPORATED t. PL• -1 -- CITY OF SAIAMR-D 'BOViTMR 4 AssociATEs, ImoproRATHo Nm`E WFA. 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X;- - . - 1 _ , J - � No. DATE DESCRIPTION 1, .1 , ,_, - , �;,�`J I ,'� - 11, - I -�""­"`,�: , , ­-...­--- - - -1. , , ;,11 . - - I'll -,' ,-""- I - I �1�.-,��-_ , " I- �•r_ " - � � I I I I 11 I I I ..­­ -, 1 ,4 ,, �d _ . � 4 - 11 - I - 1, - I . �,: -- - - I � - 11 I , i !,'!, � ' ' - WPI No. , � 5827588 " _ I., __ I" I I �� �4�'. ,��!, � z " 1 . -, ,, ­� I - - - I - - - , . - - I - -1 �, ,-,-,�,: - i FDOT Project No.: 77000-3880,,-, `­_��"" � I �'. "I `- -1 " ­� -, ` , 11 _ ­`)", - � , _ .1 11,�` " ­: '! .,Z'ij,�, _'�3­," 1,,-�,J � - 1, ,�' ., -- PREPARED BY: 11 I � ­S�l _x__;:'. - - , - - I �"".�_I_, ' __ " I I 11 � _ ­ ' I I ­ I I -I 4 " I DRAWN BY:' - _V1 -I I ". ;,LEN � I `'. t , *, " 1 _ CHECKED BY: ' ' �__ 1, .;'.­ NBB '. 1� -, -1 : , � I . I . " � I I - ISSUE DAT1E: 4-16-99 I -'': �-,"T'_� - ----- - - -------- -, _ , I_ I _", � I .,_�_­.­"_­�l DRAWING SCALE: I . ,T�! i , . - , -1 .. , , �­ - . ­ I � , ! � 1 `4 - � , DRAWING TITLE: - , .: , , f '. , ­ - ­ ' 1w If m I , -1 , ­ � � " �,, ��,�., , , 11, I I . � 1,•z4 ,-, - " �- _.,� - � "I , a II - , J,^,,, .", ,,,, -, � .11 , . � I " I - � I , 1�_ . . ' - , ,_ L � i�_, " B u'' I L DO` I N G" &. _,'' ­.".�',t:�, L I ' ' � & -1 : . r � - . , ,"' _,_, : j_ ­ I'll- � r 1 5-�'_��­ 1 _.�:,, , , - , , Ir�", - -­"; - - ,- �. !, I - - I 11 " . - , - , - I I _ !� - " 6', , , ., -- I_ _ -, �4', � "I -1 � " -- I �- `..,.:­., �,. - , • -,�,­,. ,- ­­­ , -r"" ;� - . ; _ ,_,,v,� , .14 � it """ " ­­ 1�fl` ` " , , " -, - - �­ "' ", -�,",,?t '11111 I '; I I__-_. R- ___ ____ _ d ter_ - _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - _ e _ _ r _____ _ __ ___ _ _ _ _r _ _ _ - _ _ -.,--_ - _ -------- ---.-- - - y, ; Y - - - -1. 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E L• LINER PANEL ,� s II r . # 1d11; I - 3 t � I - - .1 E 1 jfifi , 1-".,_- � 1 ; I # � � i - i $ 3 STUCCO ON �`' _ # I s i # ! 1 I ► RIGID METAL BLDG, FRAME i I f f 3 ➢ E # i F # i j I i IH E 11 17 IIt 1, 1 1 s I 1 I i I 1 CMU �UALL _.z .. a l I #1 _ (PAINT EXPOSED FRAMES) - I I I sa I: i -' - - I E # 1 fI I I 1 # I1: # fI # ,L,s1. lII I 11 . j ,I ,. # 1 s s 31x9 }� t _______----_ __________ ___�_____ �______ _____ _____________ ___-_---__ -- -- �______� __- _-________ ___-__� 1-0)g WALL GIRT �` �' .� X01 �TAL WALL PANEL k.. ?, , s SCALE 1/;3" = 1' -Off R-13 BUILDING INSULATION - I I ® . A®A ' GONT. CL05URE STRIP A3.3 A3,1 r~� . r. r ;�, r` :� ,� IEADER CHANNEL 0 -- 1 - - r ,_.. , - . ,._-., ., ,.---.,-_... - - - i __ -_ _ , ,,Y', _ �} :ii _ ' - , - fr,5 I ,I :, .i= a xc, u 1. 4 - n,f- , . b, _ �\ t'. I (• � a ,­ :�4_ - I -1 .r.f .i ' ' �„ �. I._ �A J�-�� A SSE ALANT .� - INF. �' IUIDE NOM. CMU MALL, — :� -, _ _� _� _ _ _ �� 132 1-01 �,o _ SEE STRUCTURAL DRAWINGS - t�G ; - METAL UJALL PANEL��.CO ON CMU P.-,` ' _ ..,,,......,._v,,.•....- n,...«........<,.e,.....,....,.__,.,.....,.,...,................_. .......,..,,..,......w.,-...-......-....._....-,n,...„.,r".�..,»,,..m,.,,.....__-._.--_,....«..,....-........,_,... ..,..,..,r>...... ..,----..,.,,,—.....,.»_.-.....,.,.,.,,,........_-_e,,.-_�..s....,.._..,«.,.,.a...-,,,: L:`:.,a,a.,,a..a,,.._,..,...._..»..e,,..._.......,....,....,.....�.,.......,a.._._•.,,...,.�. _...,. - �y L c _. � a'+ r -'�.'.t v�,��:_, L SCALE /411 — 1f-0ft DRIP SCREED �CONC TE FDN. 4 SLAB - SCALE 1/$1t =11.01.1- _ ' t,� S �'.”' ", ­ 1 3 - , J, __ ,t f"'Fl"ES' " ' A1\Ju u u �,•4, _,.._ W� v. ..� M ..� __. __� _. ,... �_ - _....—__ _ .__ _ __., - .. ,•rf'+n �,_,_1,'-,,',,j_r , I �,s�i, I I I' � 1;1 I.- -,f,_:, .• � I:— � , . 1, - , , I — .,�­_,� ­-, I'll , _� "'.- I ­i� __, , I 11 -, _,'�J -) • ". � -1, -- ,,��', �`� I. - 11`�,. � - - 1-1: ._SLOPE TO TRENCH DRAIN - I . I ,� __: �, 2839 FLIGHTLINE AVENUE ' .• ORLANDO SANFORD AIRPORT .. � w_...•�_..,._ --_- .� y. _ x _ - �._� '.' S I y- 11 , " s ; - ,{ u. �_wr �e N a.� _.-. �_ ._ ���._.. r KEY PLAN ' N,�NG,�R ®O®R 5 STRUCTURAL T A EE R C URAL DR UJINCS. .. -; M "_r.� ,, u° , ri `'i No.' DATE DESCRIPTION '. I '3'- ONE WR. RATED (' LT. GAGE I �.t - - , - t. '"p°"' SIN. FLR. - DEAD TRACK +�. , i I,! - I--.-------]— _ _ _ - _ i �. - _ _. , =4, e 1IP1 N®. 67 , ;; FDOT Project No.: 77000-388o-,- '' . -; I EL. lam'-®' ; o. - - . �_; - '.. CHECKED Y: N :. I;, METAL STUD AND G�� ISSUE GATE: ;. ' �16-99 , ,_' . ,,, ,; ...,,.�.....d.,«. -.`3 , 4 . . . o ' ..:. • 'r EX T E R" I 0 0"' " 0 moo %' I '­ I r.l 1 I I I ff .e% a, I r% I �.�..'.1E71 % ff LOAD BEARING OCCUPANCY RIGID FRAME BEYOND 4 a .Q 4. ,d d4 C . • . , SEPARATION WALL. EXTEND., A — i I I ° I - . . ° ' a d 4 d � : 4 d � , d d _ ALIGN ELEC UTATER t—/'i/')l . d 4 Q' d 7 ( - ••�,'' ''l 11 A - - _�� �F'rE .'': a'+ r -'�.'.t _ - - SCALE /411 — 1f-0ft In'' EW HI�Au"A - _. "" SCALE 1/$1t =11.01.1- _ ' t,� S �'.”' ", ­ 1 3 - , J, __ ,t f"'Fl"ES' " ' A1\Ju u u �,•4, - ,:, , .. ,•rf'+n �,_,_1,'-,,',,j_r , I �,s�i, I I I' � 1;1 I.- -,f,_:, .• � I:— � , . 1, - , , I — .,�­_,� ­-, I'll , _� "'.- I ­i� __, , I 11 -, _,'�J -) • ". � -1, -- ,,��', �`� I. - 11`�,. � � , _ - I ­ 11 - "''" - , , A C IF AVIONICS""' ',­.�', I I-, I `; ..f -,� 11 I . I ,� __: �, 2839 FLIGHTLINE AVENUE ' .• ORLANDO SANFORD AIRPORT .. � _ . ' ,. - ' - ,. '.' S I y- 11 , " s ; - ,{ , - r KEY PLAN ' I - - REVISIONS .. -; M "_r.� ,, u° , ri `'i No.' DATE DESCRIPTION '. I '3'- A E*� -. .. - - - , - t. '"p°"' _ - _ a - - T, I I I I '. _� i I,! - I--.-------]— _ _ _ - _ i �. - _ _. , =4, e 1IP1 N®. 67 , ;; FDOT Project No.: 77000-388o-,- '' . -; ,f': :; WN BY: LEN �_; - '.. CHECKED Y: N :. I;, ' , ,1,",3 „'xi .1 ISSUE GATE: ;. ' �16-99 , ,_' . ,,, ,; DRAWING SALE: -.`3 J S, WINO TITLE: y ,w ,, ..:. • 'r EX T E R" I 0 0"' " 0 moo %' I '­ I r.l 1 I I I ff .e% a, I r% I �.�..'.1E71 % ff -11 I I UP TO METAL BLDG. FRAfi'IE Er° ; 1 I (I I d d a I I ® ADA ACCE6515LE 4 d J , - A±i 0 - d d C' d d? ':`.- Ill ILAT TOP OF ICE ROOF. SEAL� I _ I { j u 'IN 0" & '' -1" ,;,s%, _ - - ALL VOIDS. 1.� METIAL LINER —� 1 I 1 I I I d . - $ _ 4 4 4 a { I III — 7AMN , � a °',�J" E13' "I L " c I I . - I ;—T PANEL BEYOND ,` I a a d 4 �'' T - ., ­ '_ I M. DOOR 4 FRAME `' , k II ' I III d d 4 * .WALL ''h 411 A II I "---" \ / TRENCH DRAIN d TIO - N � ''_ -, i r\ \ / �_ HANGAR DOOR r I I I I s s i iii iii i d i i i i i i :�,_., � s m L- _ .� s _...r._ — �.. __.__..�.�.�,�..�..�.....,�.__ i r� - _.=)=.-_=0_0_=r111- I _ FILL _ I.� �. _, _; d�.r_.Y ___�_. —�. _ �e_— _Y_i \ , �m �.'SILL T - �� . \ ,s s s �.� , ��...� , __ w. _ _��a. _. _�_a _` . w._ _- 6 —I I ! I I f 1�0� NI I_ Il( III III II III I{ - _..._�,...._� '.. y ii; � .r— .—.. ____._.___.._. _ ......»�rr,.w�.,_.._--- u._.. w .... _�._ _._.. �.,. _ . s L E D �..���� �` III ICI III I�1IIS SII =I I� i ���_ d - L..1 1®�� FII�C MEMBRANE CMU WAINSCOT -1 _ 1 4 1 I— 7.r-- --- — I I , I '`� . •_ ' - ) I .M. FRAME/CLASS f' - �IR'Fr I LR AT , ORRO� LIGIdT , L. '-�� . . ; . _ END AT� STIuN (AT GAR) _ ;', _ `� _ - - SCALE /411 — 1f-0ft - SCALE 1/$1t =11.01.1- _ „ - , 1 �,1­1�,,��,, ,,�, _" I I , ', - —,. - I I , I -, A3 3 , ­ , ,, " „ � q-,- . 1, � -1 *1'r �' I I . - ­, _ I'-'.. ­ - " . I I mffwf� = -11 , , I . ,— , , .1 'HE. 1, T ­"IA9"&�, 1 , .. , , mA I . , ''I --,H ` ' N - tZ - �, ______ 1; I .. I I - I - I I , �, - . "IA3.3 _,�i _,�� 1, I I I I, 1-1 I , I - I - - . - � I I r,,L,. .1 - , - I I �, , I -, 11 . , . I 1 - " — � I I., - � I - . 1'�, I � ALAN E(�lil—TIP _ ,I I - - ��' r'� . - - T f . _ _ I '3'- A E*� -. .. - - - , - t. 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MESSAGE ON SIGNS AS NOTED. 2. SIGN LOCATION AS NOTED. I DOUBLE PLYWOOD PLASTIC LAMINATE EXPOSED SURFACE: TYPICAL / 108 RECEIVING DC 3'-0' X 7'-O' GOI 81 , .. - � I . < r-) . < . 41 <C () I � - _f I . . I 11 � _-, I � 11 I I _� ,,, �­ .• � : _. � I PICTOGRAM TYPE —MEAS 109 (NOT USED) I - - I- I I - . I � — I '� �_ E: 0IN .w;_ L -I= f I CE 114 Dv LOBBY I I . � . � � - 31-00 X '7'1-0-f .,.. - - f— — � 3' HI PICTOGRAM RAISED 1/32' 0 1 1iOA OFFICE DA 3/ -Os X 7'70' * � 7 cc: Lu I I , - elf Ld I , L'i a_ w 0- w p___ 3'-0' X 7'-0' I ­ I I . . I I I � i I - I '. , I I. 110B OFFICE � DA 31-01 X 7/-O' Im I I 7 - I 116A 14 ui bi . 7 I 9 I 111 I EQUIPMENT . DE 7'70' X '7'-0" I 10 I 116B OFFICE - - Lr- < 0-1 < - Lr- < 1 I I , 11 I . .- - I L I .� DA 31-0" X 71-0'r MENS - HC __ 8 � 6 1, I . (2) CK n C5 C) ry - . .',, . . - I - ell-, 1p '1% : \ \ PICTOGRAM '- 50- I LOCATION ROOM 1z T /"7 —A -- __f �p NAME PICTOGRAM RAISED 1/32' KI 1 co LOCATION L, _J4� i/21�_71177 — — / -,120 - ,z - 5/8' HI LETTERS RAISED 1/32--�',REST`Room � L -i — , 'I GRADE 2 TACTILE AILLE RAISED 1/3e- = � �nst q - I I 112B SCHEDULING - - GOI - , .. - , I I _T_ M = I � - _f I - I . I - � - , , I - . __:, i -,*-, ", t I . 1. ' I . . I ,�.,. 11 . I I , , I . . I I . , I . ­ . , ­".­ I � �1* 113 (NOT USED) I - ft . — �_ . �_ �_ . M11 114 Dv LOBBY PC 31-00 X '7'1-0-f .,.. - , - I . r- cc: Lu I I , cy_ ui . I . elf Ld I , 3'-0' X 7'-0' � , -1 I � - Im I � 116A OFFICE DA -7'-p' 3'-O' X . 7 - 116B OFFICE - GOI - 1 45 MIN. 117 MENS - HC __ DA 3'-O" X 7'-O'r 6 1, I . I si 118 MENS DA 3/-O'f X 7/-0# 5 1 45 MINq 119 WOMENS DA 3'-O' X 7'- O' 5 ,I, I . S1 45 MIN, 120 I WOMENS - VIC DA 3'-0' X 7'-0' 6 1 . .- S1 I 121 . JANITOR DD 3/-O# X'71-01 9' I - I - � I I si I 200 PARTS DB 3/-O& X 7/-O' 4 ?� I A ' 4-O- X 4'-6 ' 3/4' . ALIGN TOP OF WINDOW WITH TOP OF ADJACENT STOREFRONT DOOR, I I 1 I C 1 4"-O' X 3'-2'1 i i I I COUNTER MT'D. SLIDING SERVICE WINDOW, (NO BOTTOM TRACK) SIGN TYPE "Sl" REVERSE—ENGRAVEDCWALL MTD,) I -1 1B BEYOND WOOD PAINTED I PLYWOOD COUNTER TOP UNFRAMED PLASTIC SIGNS - I - I . / � - INSTALL ROOM 107 b RECEIVING ROOM 108 i (m I " - � I I - 1 GYP,BD,/STUD PARTITICIN 2 X SUPPORT FRAMING AED TO STUD PARTION KNEE WALL �- ', I __ (PROVIDE WD. BLOCKING IN PARTITION) I : I - I 11 - ��- � �� - . "UNTER SECTION I � - � ' _ SCALE: NONE I SERVICE COUNTER (P. LAM, --- \ ALL EXPOSED-- I I , I � , — ; 11 I � I - I I - - ; I I I � - , I % - 0 2 1 , I � I . - I - � � , . I , N I - I " I - . . - �11 . I \ GENERAL NOTES: , I 1. VERIFY REQUIREMENTS FOR UNDERCUT DOORS W/ MECH, DWGS. WHERE REQ'D., UNDERCUT DOORS BY 1" ABOVE FLR, FIN. MATERIAL OR THRESHOLD (WHERE OCCURS), U.O.N. I EFRONT FIXED SHOP WINDOW BALUMINUM/GLASS STOREFRONT FIXED WINDOW / i, 4/_01 1 . I Gni SEE PLAN FOR DIM. WIRE GLASS & PTD. H.M. FRAME I -7 M �� f- - I II GL. I I I I I I II . I - II I II DC ALUM, STOREFRONT 0 - --- - I - - - ___1 - - ___] I I I I I I I I I I I I I I I I — — __i 1_ * I — — I DB DA FLUSH HALLOW METAL FLUSH SOLID CORE WOOD DOOR L_ SEE SCHEDULE f I I I N . 2 . � V_ % _—H�— — — ___-1 I % F 1 141 I ALUM./ CLASS SLIDING � I . - .... I -*. "'' I., // � 171-01) '0 ,I H I - — . __ D I - A , & ­ - Z DOOR n I I — — P:� . .-IS I - : . . n — SERVICE WINDOW (NO L,� I 1. .. t e. - . I 1-1 1-1; Li H - BOTTOM �fRACK I -:,L I � � _, �_' I I � "F�-RECEIVING ROOM 108 ELEVATION INSTALL ROOM 107 ELEVATION i- I -"*\ . I I I � - - I w - � - I . I ALUM./GLASS �. , SLIDING LIDING ­- 7 C SERVICE WINDOW_ ASSEMBLY 4. - -- I I i - . - , � - (NO BOTTOM � - Go ORE GLASS & � PTD. - .M. FRAME -D ­_. ' DE - . 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" - ­ - . -�F- " ltt, �'--,: � � - -_�'' !,',�,�­ , , V I � , - ,_�,_ . "I , �. - - - � z � .. .... � -:`� ';' I I - - , . �� - _ � ., , KEY PLAN —,- ­41141��,_ ��901 ­ � . _11 I LL- I 1 DESCRIPTION �11 � " � -1 � ­ "' - _1 - ""I ... -,, " , 1 " 1-1 � , WPI No, L 5827588., I - , , - - . " ' ­ FDOT Project 7No.: " 7000-3 I lt� - , - . , -- PREPARED I , 1 , I 11-1 DRAWN BY: N - BB/ .1 , - I;P� .- �, CHECKED BY: " ,._1 /,-: I � I ­­ --------- �_"��, ISSUE DATE: , '-99 1 '111 � -,- . DRAWING SCALE: I - I — - . -1 . � I DRAWING TITLE: I I �_ �i�', - -,, , - � * - � - I .1 I , . 1 1,10-0111 P E N I N" Gom" _ N31b, Il U %f � I So" C H E D" L ECO'K" `.- � "14 A I , "I . , p ;- I , I - , 11 -1- I- .-"I- , CITY OF . , -- DRAWING - ­ , , � - .__ -, - fizak1w LAI , -_ -7 -.0 , - - , ''.. ' -1 -, - - " ,� I . A , , . I '. , . - , 11, �, � ...�­ _ �­- - 1-1 , I - , ti I , , -, 111111- I . R-13 BUILDING INSULATION PREFORMED CLOSURE BY METAL � I5UILDING MFR PT WOOD SHIM AS REQUIRED ti S CHANNEL GIRT BY METAL BLDG MFR S/S' GYP. BD. t-� ~— CORNER BEAD ALL AROUND -TYPICAL CONT SEALANT BOTH SIDES s 4' ALUM STOREFRONT HEAD '--ALUM STOREFRONT DOOR PRE -FINISHED METAL TRIM/FLA5gING BY METAL BUILDING MFR PRE -FINISHED METAL WALL PANELS PT WOOD SHIM AS REQUIRED / CHANNEL FRAME BY MTL BLDG MFR 1-4 5/5' GYP. BD. F , . CORNER BEAD ALL AROUND -TYPICAL ; CONT SEALANT BOTH 51DE5 ALUM STOREFRONT JAMB PRE-FINI5HED METAL TRIM/FLA5HNG BY METAL BUILDING MFR SLUM STOREFRONT DOOi SLUM THRESHOLD SET IN SEALANT LOOR FINISH -SEE FINISH SCHEDULE I '-- CONC SLAB PPE -FINISHED METAL SIDING CONT CLOSURE BY METAL BLDG MFR (2) PIECE METAL TRIM BY METAL BLDG MFR SINGLE HUNG ALUM WINDOW PRE-FIN16PED METAL TRIM/FLA5WING BY METAL BLDG MFR — { SINGLE HUNG ALUM WINDOW SILL RECEPTOR BY WINDOW MFR J -BEAD 4 SEALANT — CEMENT PLASTER ON CMU — PROVIDE METAL'GIRT FOR -DOOR WOOD SUPPORT NEOPRENE HOOD BAFFLE ­ k' -13 BUILDING' INSULATION 3 PRE -FINISHED OVERHEAD COILING DOOR WOOD PREFORMED CLOSURE,BY METAL ,o"`-'�'� �, STRI.lCTURAL DOOR HEADER -PROVIDED BY METAL BLDG MFR BUILDING i"i3°I- ��1,�°� ,N i CHANNEL GIRT'BY METAL BLDG MFR CONT SEALANT BOTH SIDES 4' HOLLOW METAL HEAD FRAME HOLLOW METAL DOOR PRE -FINISHED METAL TRIM/FLASHING BY METAL BUILDING MFR PRE -FINISHED METAL WALL PANELS CHANNEL FRAME BY MTL BLDG MFR CONT SEALANT BOTH SIDES HOLLOW METAL DOOR FRAME PRE -FINISHED METAL TRIM/FLASHING BY METAL BUILDINGS MFR SCALE 1 1/2" = 1' -WI 4' SPLIT FACE CMU dOLLOW METAL DOOR 4LUM THRESHOLD SET IN SEALANT =LOOR FINISH -SEE FINISH SCHEDULE --- GONG SLAB R -IS FACED METAL BLDG INSULATION 5/S' GWB ON 15/S' METAL 5TUD5 CHANNEL GIRT BY METAL BLDG MFR PT I x 2 FURRING PT 2 X BLOCKING 5/V GYP. 5D, CHANNEL GIRT FRAME CORNER BEAD -TYPICAL DOOR JAMB C" GIDE$ BEYOND PROVIDE DOOR MI=R'S WEATHER-STRIPPING CHANNEL FRAME BY METAL BUILDING MFR PFREFG;itSED CLOSURE t TRIM/ FLASWIW3 BY METAL BLDG MFR PRE -FINISHED METAL SIDING CHANNEL FRAME BY METAL BLDG MFR (PAINT) STANDARD DOOR JAMB GUIDE MOUNTED PER MFR'S RECOMMENDATIONS METAL TRIM/FLASHING BY METAL BLDG MFR J `,t a DOOR GUIDES BEYOND JAMB OVERHEAD COILING DOOR TOP OF SLAB , DONT SEALANT BOTH SIDES -TYPICAL PT 2 x BLOCKING PT 1• x 2 FURRING 5/S' GWB ON 1 1/2' RIGID INSULATION 4 1 1/2' T FURRING 8' RE INF. CMU SEE STRUCTURAL DRAWINGS a -THE HNT 5/6' GWB BOTH SIDE5 OF METAL STUDS SOUND ATTENUATION BLANKETS WHERE OCCURS, SEE FLOOR PLAN CONT SEALANT BOTH SIDES METAL STUD HEADER TRACK WRAP-AROUND HOLLOW METAL FRAC-1E DOOR AS SCHEDULED DOUBLE METAL STUDS a JAMB -TYP (3) FRAME ANCHORS PER JAMB -TYP �CONT SEALANT BOTH SIDES SPOT GROUT WRAP-AROUND HOLLOW METAL FRAME DOOR A$ SCHEDULED FLOOR FIN15H -5EE FINISH SCHEDULE — CONC SLAB SCALE 1 1/2" = 1'-011 NN BLARRENSHIP 5 'f,INCORPORATED - ti S t-� }- s A A a -THE HNT 5/6' GWB BOTH SIDE5 OF METAL STUDS SOUND ATTENUATION BLANKETS WHERE OCCURS, SEE FLOOR PLAN CONT SEALANT BOTH SIDES METAL STUD HEADER TRACK WRAP-AROUND HOLLOW METAL FRAC-1E DOOR AS SCHEDULED DOUBLE METAL STUDS a JAMB -TYP (3) FRAME ANCHORS PER JAMB -TYP �CONT SEALANT BOTH SIDES SPOT GROUT WRAP-AROUND HOLLOW METAL FRAME DOOR A$ SCHEDULED FLOOR FIN15H -5EE FINISH SCHEDULE — CONC SLAB SCALE 1 1/2" = 1'-011 NN BLARRENSHIP 5 'f,INCORPORATED - ti S t-� }- A A 1% m u K� EWHAIN'"'Arm" 1-4 A VIONICS, F , 39 FLIGH TLINE AVENUE ; LANDO SANFORD AIRPORT t-� T 7 y Yv F,-,77­ rJ 4 1.z t4, -0" Y bc- MAX. -GUARDRAIL, -1 x /2 STL,' TUBE J `% , .GUARDRAIL X 1 1/2- STL TUBE WALL 3' 0�/, I FACE OF 1 1/2 GENERAL NOTES + 1 1 /2" I_PIPERAIL A STAIRS TO HAVE CONCRETE --FILLED STEEL PAN TREADSAND CLOSED -3/4" SQUAIII S -n- TUBE NEW 1-MAINGAK, I 11V HANDRAIL STEEL 'PLATE RISER. u u 2. ALL HANDRAILS TO BE 1 1/2" O.D. DIAMETER STEEL PIPE WITH 1 1/2 1DIA IPE NDRA " SPACE BETWEEN HANDRAIL AND WALL. PROVIDE MOUNTING ASSEMBLIES AS SEAWfT CONT. / II, k REQUIRED. INTERMEDIATEPIPIES LOCATED SUCH THAT 4" BALL CANNOT 1/4' STAIR 53 ImNGER PASS THRU. PROVIDE 4" HIGH METAL KICK PLATES AT LANDINGS. HAND RAIL I =KET WELD I TO ARDR L CONCRETE FILLED ED STL PAN TREAD Ct CON C FILL IJ ME T�_ PAN LANDI�( - ST IR STRINGER -PTI). C AVIONICS 1 1/ X 1 1/2- 1. TU 3E < CO C. FILLED METAL 2839 FLIGHTLINE AVENUE PAN STAIR LANDING STRI ER ORLANDO SANFORD AIRPORT: r L GUARDRAIL CAP W/ ROUNDED CAP ly HANDDRAIL BRACKET ANCHOR TO POST Orl Tf CLOSED STEE RISER SEC" SECTION TO GUARDRAIL N STAIR LANDING STRINGER CONST. RADIUSED RETURN SUPPORT -BY STAIR FABRICATOR/ ABRICATOR _J 5 N.T.S. N.T.S. Fm STAIR STRINGER -FILLED MET. PAN TRFADS �A �-A 7.1 A3.1 SECOND FLOOR 7.1 A3.1 A7�. ' A27 . KB�—_ V 7 k7.1 A3.2 6 2 1/2' A7 1 1 A7.1 19 TRE DS @ 11' EA. 17 zk 00 IT 11 3 I cjL A7.11IA7.1 In 17*' -9 1/21, I 4 B -B \—GYP, BD. KNEE` ALL W/ A7.1 A3.2 FIN, WOOD CAP AT 42 IN, A.F,F, B B 7.1 A3.2 A7.1 A7.1 1S �RE ADS— @1_1_1 EA. I 1_7�,e5ff X7.1 1 Al'i @J S E C TI N � N.T.S� 2" DIA. PIPE RAIL - /IDE MIN. 3 IN. RIOR RADIUS FIRST FLOOR SECOND FLOOR FIRST FLOOR LDI A A 372 ti A7.1 A3.2 EXTERIur"U" STAIR y"LANS rF AIR, PLAN6 ENLARGE' ENLARGED -INTERIOR 2 11 1-011 SCALE 1/4 1 SCALE 1/4" F-0, PROJECT PROJECT T�HE NORTH NO B- t­k-A.m BLANKENgRiP NEM.ETHY No ARCHITECTS 'INCORPORATED a. z, r. KEY PLAN REVISIONS No. DATE DESCRIPTION-, WPI No. 5827588 F. FDOT Project No.: 77000-388Q,� PREPARED BY: DRAWN BY: LEN CHECKED BY: NBB, ISSUE DATE: 4-16-99 DRAWING SCALE: DRAWING TITLE: NN. STAHR,% w"LANS!" & D"ETAILQ00% Cay OF lr.,,�_1111`11 k'D DRAWING No.: 4 Ambit em evalluT011111 •I SYMBOLS SECTION CUT: 1 S1.1 DETAIL BUBBLE: ELEVATION: K. NUMBER & AND ® AT A. B. ANCHOR BOLTS A.C.I AMERICAN CONCRETE INSTITUTE A.I.S:C. AMERICAN INSTITUTE OF STEEL CONSTRUCTION A.I.S.I. AMERICAN IRON AND STEEL INSTITUTE A.W.S. AMERICAN WELDING SOCIETY ALT. ALTERNATE ALUM. ALUMINUM ARCH. ARCHITECTURAL B1 (1,2,...) BEAM SCHEDULE MARK BETW/ BETWEEN BLDG. BUILDING BLK. BLOCK BM. BEAM BOT. BOTTOM BRG. BEARING C STEEL CHANNEL C. F. CUBIC FEET C.I.P. ( CAST IN PLACE C. L. CENTER LINE C.M.U. CONCRETE MASONRY UNIT C. Y. CUBIC YARD Cl (2,3,...) STEEL COLUMN SCHEDULE MARK CB1 (2,3,...) CONCRETE BEAM SCHEDULE MARK CC1 (2,3,...) CONCRETE COLUMN SCHEDULE MARK CJ CONTROL OR CONSTRUCTION JOINT CI_R. CLEAR COL. COLUMN CONC. CONCRETE CONN. CONNECTION CONST. CONSTRUCTION CONT. CONTINUOUS CONTR. CONTRACTOR DEPT. DEPARTMENT DIA. DIAMETER(S) 4 DIM. DIMENSION DIST. DISTANCE DN. DOWN DR. DRAIN DTL. DETAIL DWG. DRAWING E.F. EACH FACE E. W. EACH WAY EA. EACH EJ EXPANSION JOINT EL. ELEVATION ELEC. ELECTRICAL ENGR. ENGINEER EQ. SP. EQUAL SPACED EXIST. EXISTING EXP. EXPANSION EXT. EXTERIOR F. D. FLOOR DRAIN F1 (2,3,...) FOOTING SCHEDULE MARK FIN. FLR. FINISHED FLOOR FIN. OR, FINISHED GRADE FLR. FLOOR FND. FOUNDATION FRMG. FRAMING FS FAR SIDE FT. FEET OR FOOT FTG. FOOTING GA. GAUGE GALV. GALVANIZED HOR. HORIZONTAL HT. HEIGHT 1. D. INNER DIAMETER IN. INCH (ES) INT. INTERIOR JST. JOIST JT. JOINT SYMBOLS SECTION CUT: 1 S1.1 DETAIL BUBBLE: ELEVATION: K. KIP L STEEL ANGLE LOTH. LENGTH LT. GA. LIGHT GAUGE MAT. MATERIAL MAX. MAXIMUM MB1 (1,2,...) MASONRY BEAM SCHEDULE MARK MC1 (1,2,...) MASONRY COLUMN SCHEDULE_ MARK MECH. MECHANICAL MFR. MANUFACTURER MIN. MINIMUM MISC. MISCELLANEOUS N.I.C. NOT IN CONTRACT NOM. NOMINAL N.T.S. NOT TO SCALE NS NEAR SIDE NS/FS NEAR SIDE AND AFAR SIDE O.C. ON CENTER 0. D. OUTSIDE DIAMETER OPG. OPENING P.S.F. POUNDS PER SQUARE FOOT P.S.I. POUNDS PER SQUARE INCH P. T. PRESSURE TREATED P/C PRECAST P/C PRECAST CONCRETE PAR. PARALLEL PL. PLATE PLY. PLYWOOD PREFAB. PREFABRICATED R. D. ROOF DRAIN REF. REFERENCE REINF. REINFORCEMENT READ. REQUIRED REQMTS. REQUIREMENTS RF. ROOF S. F. SQUARE FEET S.S. STAINLESS STEEL SCHDL. SCHEDULE SECT. SECTION SPC STANDARD PIPE COLUMN SPECS. SPECIFICATIONS STD. STANDARD STL. STEEL STR. STRUCTURAL SYM. SYMMETRICAL T&B TOP AND BOTTOM T&G TONGUE_ & GROOVE T/ TOP OF.... T/BM TOP OF BEAM T/CB TOP OF CONCRETE BEAM T/FTG TOP OF FOOTING T/SLAB TOP OF SLAB T/STL TOP OF STEEL T/TB TOP OF TIE BEAM TBI (1,2,...) CONCRETE TIE BEAM SCHEDULE MARK TDS1 (2,3,...) TURNED DOWN SLAB SCHEDULE MARK THK. THICK TS TUBE STEEL TS1 (2,3,...) THICKENED SLAB SCHEDULE MARK TYP. TYPICAL " U.N.O. UNLESS NOTED OTHERWISE VERT. VERTICAL W STEEL BEAM W. P. WORKING POINT W/ WI TH W/0 WITHOUT WD. WOOD WF1 (1,2,...) STRIP FOOTING SCHEDULE MARK WWF WELDED WIRE FABRIC XSPC EXTRA STRONG PIPE COLUMN XXSPC DOUBLE EXTRA STRONG PIPE COLUMN YD. YARD ELEVATION MARK NORTH ARROW: T/SLAB EL.: 100'-0" OO NORTH STRUCTURAL GENERAL NOTES 1, GENERAL: T 1.1. STRUCTURAL WORK SHALL BE IN ACCORDANCE WITH STANDARD BUILDING CODE, AS ADOPTED AND SUPPLEMENTED BY LOCAL REGULATIONS. 1.2. VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO STARTING CONSTRUCTION, NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR INCONSISTENCIES. 1.3. DO NOT SCALE DRAWINGS. 1.4. SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR MISCELLANEOUS STEL ITEMS NOT SHOWN HEREON. 1.5. SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR ANCHORED, SUPPORTED AND EMBEDDED ITEMS THAT AFFECT THE STRUCTURAL WORK. VERIFY DETAILS AND DIMENSIONS Yd llrI EQUIPMENT PURCHASED. 1,6. COORDINATE SIZES AND LOCATIONS OF OPENINGS IN FLOORS AND ROOF WITH ARCrIITrCTURAL, MECHANICAL AND ELECTRICAL REQUIREMENTS. 1.7. NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE ALTERED UNLESS APPROVED IN WRITING BY THE ENGINEER. 1.8. FOR ACTUAL ELEVATION OF FIRST FLOOR EL, 100'-0", SEE SITE PLAN. 1.9. AN INDEPENDENT TESTING LABORATORY WILL BE RETAINED BY OWNER TO VERIFY SCIS COMPACTION, WELDING, CONCRETE STRENGTHS AND OTHER REQUIREMENTS. NOTIFY AND COOPERATE 114Tri LAB. LAB SHALL SEND A COPY OF THE REPORTS DIRECTLY TO THE ENGINEER. 1.10. NO CHANGES ARE PERMITTED IN CONSTRUCTION FROM THAT SHOWN IN THE AP PRO'/ED SHOP DRAWINGS EXCEPT BY SPECIFIC WRITTEN APPROVAL OF THE ENGINEER. FIELD CORRECTIONS SHALL BE MADE TO CORRECT ANY UN -APPROVED CHANGES IN ORDER TO COMPLY WITH CONSTr 1JCT10N DOCUMENTS. 1.11. SUBMITTALS SHALL CONFORM TO REQUIREMENTS OF CONTRACT DOCUMENTS, AND SMALL BE CHECKED AND MARKED "APPROVED" BY CONTRACTOR PRIOR TO SUBMITTAL. NON-CONFOR)MInG SUBMITTALS WILL BE RETURNED WITHOUT REVIEW. 2. DESIGN DATA: 2.1. LIVE LOADS: ROOF: 20 PSF (0 TO 200 SF) 16 PSF (201 TO 600 SF) 12 PSF (OVER 600 SF) FLOOR (LIGHT STORAGE): 125 PSF STAIRS AND PUBLIC AREAS: 100 PSF HANGAR BAY FLOOR: 8,000 POUND WHEEL LOAD WITH 100 PSI TIRE PRESSURE NOTIFY ENGINEER PRIOR TO CONCRETE PLACEMENT IF DESIGN VEHICLE_ LOAD EXCEEDS CRITERIA 2.2. DEAD LOADS: FLOOR: 35 PSF COLLATERAL: 5 PSF MECANICAL AHU: 500 POUNDS (SEE S1.1, COORD W/ MECH DRAWINGS) SPRINKLER LINES: (COORD. W/ FIRE PROTECTION DRAWINGS) 2.3. MAXIMUM DEFLECTIONS (MAIN FRAMES, COMPONENTS & CLADDING) VERTICAL: L/240 HORIZONTAL: H/120 (50 YEAR MEAN WIND VELOCITIES) 2.4. WIND VELOCITY 100 MPH (PARTIALLY ENCLOSED BUILDING) SEE SHEET S1.1 FOR WIND PRESSURES 2.5. ALLOWABLE SOIL PRESSURE: 2000 PSF 3. FOUNDATIONS: 3.1. REMOVE ORGANIC MATERIAL AND UNSATISFACTORY SOIL. FILL_ WITH CLEAN SANDY SOIL. 3.2. SOIL UNDER FOOTINGS AND SLABS SHALL BE PREPARED IN ACCORDANCE TO GEOTECHNICAL EXPLORATION REPORT BY NODARSE AND ASSOCIATES, PROJECT NO. W99 -G-038, APRIL_ 15, 1999. 3.3. REMOVE FREE WATER FROM EXCAVATIONS BEFORE PLACING CONCRETE. 3.4. PLACE CONCRETE FOR FOOTINGS AND GRADE SLABS ON A 6 -MIL POLYETHYLENE FILM VAPOR BARRIER INSTALLED ON COMPACTED SOIL. 3.5. DO NOT PLACE FOUNDATIONS UNTIL METAL BUILDING CALCULATIONS HAVE BEET REVIEWED AND APPROVED BY ENGINEER OF RECORD. 4. CONCRETE UNIT MASONRY: 4.1. CONFORM TO THE ACI 530.1-95/ ASCE 6-95/ TMS 602-95, "SPC. rlC'ATIOjN FOR MASONRY STRUCTURES". 4.2. CONCRETE BLOCK SHALL CONFORM TO ASTM C90, TYPE II, WITH A MINIMUM COMPRESSIVE_ STRENGTH AT 28 -DAYS OF f'm=1900 PSI ON THE NET AREA. NORMAL WEIGHT UNITS UNLESS NOTED OTHERWISE. 4.3. MORTAR SHALL BE TYPE M OR S. 4.4. REINFORCE WALLS WITH TRUSS -TYPE REINFORCEMENT EQUAL TO STANDARD DUR-O-'NAL IN 8 E JOINTS AT 16" O.C. MEASURED VERTICALLY U.N.O. PLACE PER MANUFACTURER'S RECOMI' E-NDATIONS. EXTEND INTO COLUMNS. 4.5. SEE WALL LEGEND(S) ON PLANS INDICATING PLACEMENT OF VERTICAL REIN FORCEMEnT II'I GROUT FILL CELLS OF CONCRETE BLOCK WALLS. VERTICAL_ REINFORCEMENT AT GROUT FILL CELLS SHALE BE DOWELED INTO BEAM OR FOOTING BELOW. BAR SHALL BE CONTINUOUS AND LOCATED IN Ca)T R, OF CELL. 4.6. OPENINGS SHALL HAVE BLOCK CELL AT EACH JAMB REINFORCED AND rgLl._rD '74TrI GROUT. 4.7. GROUT FOR FILLED CELLS SHALL CONFORM TO ASTM C476, LATEST RE14SIG'N, AND SHALL HAVE A SLUMP OF BETWEEN 8" AND 11". ". GROUT COMPRESSIVE STRENGTH SHA" BE 2500 PSI AT 28 DAYS 4.8. PROVIDE CLEANOUTS. PLACE GROUT AND MASONRY IN ACCORDANCE YATH THE ACI 530.1-95/ ASCE 6-95/ TMS 602-95, "SPECIFICATION FOR MASONRY STRUCTURES", PART 3 - EXECUTION 4.9. AT FILLED CELLS, LAY UNITS WITH FULL BED JOINTS AROUND CELLS. 4.10. PROVIDE MASONRY CONTROL JOINTS AT 25-0" MAXIMUM. COORDINATE LOCATIONS WITH ARCH DRAWINGS, 5. CONCRETE AND REINFORCING: 5.1. CONCRETE WORK SHALL CONFORM TO ACI SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301-89). 5.2. CAST -IN-PLACE CONCRETE 28 -DAY COMPRESSIVE STRENGTHS SHALL BE AS FOLLOWS, EXCEPT AS NOTED: FOUNDATIONS 3000 PSI SLABS ON GRADE 4000 PSI SLABS ABOVE GRADE/TOPPING 4000 PSI T ALL OTHER CONCRETE 3000 PSI 5,3. PROVIDE CONCRETE COVER OVER REINFORCEMENT AS FOLLOWS, UNLESS OTHERWISE NOTED: SLABS ON GRADE (INTERIOR) 3/4" SLABS ON GRADE (EXTERIOR) 1 1/2" SLABS ABOVE GRADE (INTERIOR) 3/4" FOOTINGS 3" 5.4. SLABS SHALL HAVE NO HORIZONTAL JOINTS. STOPS IN CONCRETE_ WM SHALL BE MADE AT CENTER OF SPAN WITH VERTICAL BULKHEADS. 5.6. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-615, LATEST REVISION. 5.7. PROVIDE PLASTIC TIPPED BAR SUPPORTS IN ACCORDANCE WITH THE ACI DETAILING MANUAL, ACI 315, LATEST REVISION. 5.8. LENGTH OF LAP SPLICES AND BAR EMBEDMENT SHALL BE 48 BAR DIAMETERS UNLESS OTHERWISE NOTED. 5.9. AT CHANGES IN DIRECTION OF THICKENED CONCRETE SLAB FOOTINGS, PROVIDE CORNER BARS OF SAME SIZE AND SPACING AS HORIZONTAL STEEL. 5.10. PROVIDE STANDARD HOOKS AT DISCONTINUOUS ENDS OF TOP BARS. o. STRUCTURAL STEEL: 6.1. STEEL WORK SHALL CONFORM TO THE RISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS -ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN, JUNE 1, 1989. 6.2. MATERIAL SHALL CONFORM TO THE FOLLOWING, EXCEPT AS NOTED: STRUCTURAL STEEL: ASTM A36 OR A50 ANCHOR BOLTS AND MACHINE BOLTS: ASTM A307. PIPE COLUMNS: ASTM A53, GRADE B. STRUCTURAL_ STEEL TUBING: ASTM A500, GRADE B. HIGH STRENGTH BOLTS: ASTM A325 OR A490 6.3. FABRICATE BEAMS WITH RESIDUAL CAMBER UP. 6.4. CONNECTIONS: 6.4.1. UNLESS OTHERWISE NOTED, BOLTS SHALL BE HIGH-STRENGTH, BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANES. TIGHTEN BY THE "TURN -OF -THE -NUT" METHOD (SNUG TIGHT PLUS 1/2 TURN). 6.4.2. WELDING ELECTRODES FOR A36 STEEL SHALL BE E70XX. RETURN FILLET WELDS FOR FRAMED CONNECTIONS 1/2" AT EACH END. 6.4.3. SHOP CONNECTIONS SHALL BE WELDED OR B01_TED. 6.4.4. FIELD CONNECTIONS SHALL BE MADE WITH 3/4" BOLTS, EXCEPT AS NOTED OTHERWISE. 6.5. CLEAN FABRICATED STEEL IN ACCORDANCE WITH SSPC-SP2 OR SP3. PRIME CLEANED SURFACES WITH ONE COAT OF PAINT CONFORMING TO FED. SPEC. TT -P-638, TO A MINIMUM 2 -MIL DRY FILM THICKNESS. 6.6. PAINT SHALL NOT BE APPLIED TO SURFACES OF FRICTION -TYPE BOLTED JOINTS AND SURFACES OF ROLLED SHAPES THAT WILL RECEIVE A SPRAYED -ON FIRE PROTECTIVE COATING. 6.7. GROUT UNDER BEARING PLATES SHALL BE NON-METALLIC, NON -SHRINK TYPE WITH A COMPRESSIVE STRENGTH OF AT LEAST 6000 PSI IN SEVEN DAYS. VIBROPRUF #11, BY LAMBERT CORPORATION, OR ACCEPTED SUBSTITUTE. 7. STEEL JOISTS: 7.1. WORK SHALL_ CONFORM TO THE STANDARD SPECIFICATIONS FOR OPEN -WEB STEEL JOISTS AND LONGSPAN STEEL_ JOISTS, OF THE STEEL JOIST INSTITUTE, LATEST REVISION. 7.2. JOIST MANUFACTURER SHALL BE A MEMBER OF THE STEEL JOIST INSTITUTE_, 7.3. JOIST BOTTOM CHORDS SHALL BE DOUBLE ANGLES. 7.4. CAMBER JOISTS THE MAXIMUM ALLOWED BY THE SJI SPECIFICATIONS. 7.5. HANGERS FOR SUPPORT OF EQUIPMENT, OR MEMBERS SUPPORTING SUCH HANGERS, SHALL BE LOCATED AT PANEL POINTS OF JOISTS. 7.6. JOIST MANUFACTURER SHALL FURNISH THE SERVICES OF A SPECIALTY ENGINEER WHO SHALL BE A FLORIDA REGISTERED STRUCTURAL ENGINEER. ENGINEER SHALL SUPERVISE THE CUSTOM DESIGN OF JOISTS AND BRIDGING AND PREPARATION OF JOIST SHOP DRAWINGS, AND SHALL SIGN AND SEAL ALL SUBMITTALS. 8. STEEL DECK: 8.1. DECK SHALL CONFORM TO S.D.I. SPECIFICATIONS. WELD PATTERN SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION. 8.2. USE PROPER SIZE WELDING ELECTRODE AND WELDING MACHINE CURRENT, SO THAT WELDS ARE GOOD AND FREE FROM "BURN -THROUGH". 9. L IGHTGAGE METAL_ FRAMING: 9.1. WORK SHALL CONFORM TO THE FOLLOWING STANDARDS. 9.1.1. ASTM A-446 STEEL SHEET, ZINC—COATED (GALVANIZED) BY HOT—DIP PROCESS. 9.1.2. AWS "CODE_ FOR WELDING IN BUILDING CONSTRUCTION, D1.3". 9.1.3. ANSI Z49.1, "SAFETY IN WELDING AND CUTTING". 9.1.4. AISI "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS", 1986 EDITION. 9.2. DESIGNATIONS INDICATED ON PLANS PER CSR RINKER "STEEL -CON". 9.3. SYSTEM SHALT_ BE INSTALLED BY PERSONNEL EXPERIENCED IN LIGHTGAGE STEEL FRAMING INSTALLATION AND ERECTORS SHALL PANELIZE WALLS, ROOF; AND FLOORS. 9.4. FABRICATE METAL FRAMING COMPONENTS OF STRUCTURAL QUALITY STEEL SHEET WITH A MINIMUM YIELD POINT OF 40,000 PSI FOR STUDS AND GUSSET PLATES, AND 33,000 PSI FOR RUNNERS. 9.5. FASTENERS SHALL BE AS SHOWN ON PLANS. 9.6. PROVIDED GALVANIZED FINISH TO METAL FRAMING COMPONENTS COMPLYING WITH ASTM A-525, G-60 COATING. 9.7. ATTACH COMPONENTS OF SIMILAR MATERIAL BY SCREWS OR WELDS AS INDICATED. WIRE TYING OF FRAMING COMPONENTS IS NOT PERMITTED. 9.8. INSTALL CONTINUOUS TRACKS SIZED TO MATCH STUDS AND/ OR AS INDICATED. ALIGN TRACKS ACCURATELY TO LAYOUT AT BASE AND TOPS OF STUDS, SECURE TRACKS AS RECOMMENDED BY STUD MANUFACTURER FOR TYPE OF CONSTRUCTION INVOLVED, EXCEPT DO NOT EXCEED 12" O.C. SPACING FOR NAIL OR POWER -DRIVEN FASTENERS, OR 12" O.C., FOR OTHER TYPES OF ATTACHMENT MINIMUM. PROVIDE FASTENERS AT CORNERS AND ENDS OF TRACKS. 9.9. PROVIDE LATERAL BRACING © MID -HEIGHT OF BEARING STUDS. LATERAL BRACING CONSISTS OF A FIELD CUT "CR" RUNNER AT THE ENDS OF WALLS FOR SOLID BRIDGING AND STRAP BRACING ON BOTH SIDES OF STUDS. STRAP BRACING CONSISTS OF 1 1/2" WIDE X 20 GA. ,SECURED TO EACH STUD WITH ONE SCREW. 9.10. PROVIDE SCREWS BY "GRABBER" AS INDICATED ON PLANS. 9.11. PROVIDE POWDER ACTUATED FASTENERS BY "HILTI". 10. METAL BUILDING 10.1. SUBMIT METAL BUILDING SHOP DRAWINGS AND CALCULATIONS BEARING THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. SHOP DRAWINGS AND CALCULATIONS SHALL INDICATE DESIGN CRITERIA FOR UNIFORM LOADS, EQUIPMENT AND SPECIAL LOADS, AND DEFLECTION CRITERIA. 10.2. ACTUAL SIZE OF FOOTINGS ON PLAN MAY VARY PENDING LOADS INDICATED ON SHOP DRAWINGS. 11. MISCELLANEOUS: 11.1. EXPANSION ANCHORS SHALL BE HILTI "KWIK—BOLT" OR ACCEPTED SUBSTITUTE. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 5.5. REINFORCING BARS SHALL CONFORM TO ASTM A-615, GRADE 60, LATFS7 REVISION. THE HN TEA Amore Engineering , Inc. 2277 LEE ROAD, SUITE 225 WINTERPARK, FLORIDA 32789 PHONE (407) 647-6000 ' FAX (407) 647-6119 PROJECT NO.- k�i A u '" . Al 0 11,111101"T1101a r FDOT No.: 1-. 880 U DAC DATE:ISSUE • DRAWINGSCALE: SWNMR �C A&9DCIATBB, INCORPDRATBD enaarw:ao • vwuu:.a • cmvrnaa • esvwiw=rwru i a1 •6 e - Amore Engineering , Inc. 2277 LEE ROAD, SUITE 225 WINTERPARK, FLORIDA 32789 PHONE (407) 647-6000 ' FAX (407) 647-6119 PROJECT NO.- k�i A u '" . Al 0 11,111101"T1101a r FDOT No.: 1-. 880 U DAC DATE:ISSUE • DRAWINGSCALE: SWNMR �C A&9DCIATBB, INCORPDRATBD enaarw:ao • vwuu:.a • cmvrnaa • esvwiw=rwru o� oo CD - - - - o .o _CD j� D O O � PROJECT NORTH F PLAN SOUTH ELEVATION SCALE 1/16" = I'-Ofl NORTH ELEVATION (SIMILAR) SCALE 1/ 1611 = 1'-0" i E J, WEST ELEVATION SCALE 1/1611 = to-otl SCALE 1/1611 MAIN WIND FORCE RESISTING SYSTEMS: END ZONE DISTANCE: 20'-0" WIND PRESSURES (PSF) 0 WINDWARD ROOF LEEWARD ROOF LEEWARD WALLS IL AHF: 500# Lil SLOPE SLOPE —31 CD INTERIOR ZONE —4 —37 V)__j I O I —59 100 —40 —47 10,-0"1 n 200 —40 —47 Aft 500# cn SLOPE SLOPE 1 —47 0 I O 29 —40 —40 1000 29 —40 —40 ---r--------- - 3 1 T — — — — — — — — — — — — — — — O I O CD I _CD PROJECT NORTH F PLAN SOUTH ELEVATION SCALE 1/16" = I'-Ofl NORTH ELEVATION (SIMILAR) SCALE 1/ 1611 = 1'-0" i E J, WEST ELEVATION SCALE 1/1611 = to-otl SCALE 1/1611 MAIN WIND FORCE RESISTING SYSTEMS: END ZONE DISTANCE: 20'-0" WIND PRESSURES (PSF) COMPONENTS & CLADDING WIND PRESSURES: EDGE STRIP: 10'-0" GROSS ROOF WIND UPLIFT PRESSURES TRIB. AREA WINDWARD WALL WINDWARD ROOF LEEWARD ROOF LEEWARD WALLS END ZONE 3 —47 —31 —29 1 INTERIOR ZONE —4 —37 —29 —25 COMPONENTS & CLADDING WIND PRESSURES: EDGE STRIP: 10'-0" GROSS ROOF WIND UPLIFT PRESSURES TRIB. AREA (D O Q 10 —42 —55 —85 20 —43 —55 —74 50 -42 —55 —59 100 —40 —47 —47 200 —40 —47 —47 500 —40 1 —47 1 —47 WALL PRESSURES (PSF) (D °� THE HNTBTEAM N E W HA N A R% Ak I gm% ANU 02�IFFICES% I WPI No.: 5827588 FDOT No.: 77000-3880 PREPARED BY: DRAWN BY: RIVIF CHECKED BY: DCA ISSUE DATE: 4-16-99 DRAWING SCALE: NO SCALE DRAWING TITLE: ►remr��r WINDWARD WALLS * LEEWARD WALLS TRIB. AREA END & INTERIOR ZONES INTERIOR ZONES END ZONE 10 36 —44 —50 20 35 —43 —47 50 34 —42 —45 100 32 —41 —44 200 31 —40 —42 - 500 29 —40 —40 1000 29 —40 —40 (D °� THE HNTBTEAM N E W HA N A R% Ak I gm% ANU 02�IFFICES% I WPI No.: 5827588 FDOT No.: 77000-3880 PREPARED BY: DRAWN BY: RIVIF CHECKED BY: DCA ISSUE DATE: 4-16-99 DRAWING SCALE: NO SCALE DRAWING TITLE: ►remr��r u 0 0 o 4 r- 5 a N 0 1 00 in N N N CN M CD LO - i 00 CD CN CD I I Ln 00 N N T coCD LCA N N N N 9 S3.0 171'-7 1/2' 2'-3 1/2" 21,-0" 15'-6" 1'_6" 30'-0" 30,-0" I 30'-0" I I 13'-4 1/2"D I T/SLAB SHADED AREA 8 9/16" I 5'-8" 2 ELEV = 99'-4" (TYP) TICIAU WALL I S3 0 Ir7 S3.0 I 30'-0" 9 1/2" N 11'-4" 10'-6 1/2" 2 S3.0 SIM. 1 4 EL.: I 102 -7 I TDS8.0 I TDS8.0 I S3.0 ISOL. JT. w CNTDS6.0 CMU WALL i FLOOR DRAIN SEE PLUMBING DWGS. Q ` .. - _ - - - ClK -�- I r -----------------'--------------------------- ----- �� I �1 STEP BOT MAS = �_``-�_��- +-+-� // +_ IIIIIII EL : 99,-4„ 1 3 I ELEV 99,-3„ J - 1l l -LJ -1 -L -L 1L1 -LI F.+t+++i Fttt+ti 7 1 11111 1 T SLABrTTTTT, I I TT I TTi T MU WALLEL.: 99TTT1'-4' (STT T TT i T CMU WALL L111 L1111J0)_x l i i ( I I I I I I I E 102,-7„ I I I I I I I I EL.: Q 102 -7 _ C.J. I N - - -- WAR SLAB AT D OR ENTRY (2XD I I II 11 /2' RECESS MAX (TYP) I T SLAB l l 3 � T SLAB I I I I I 1111 EL.: 99'-11" 1 �, I I I I I t I I 1 1 EL.: 100''0 I riTTiTil I fT T I TS � I ��TT+TII I I I I I T( I I I I Cn T SLA 1 3 L I I I I I I iJ EL.: 9'-11" 1 r -r -r Ttl S3:0 © COL. I � II rTT T --TT - f lL14-11 J- J I 1 1 1 1 1 1 1 "''\ � � � I 1 1 1 1 1 1 1 I I F +++++l o (IIIIIII I 6" - 43 MILS LT. GA. II i i++iTl LLJ I a_ o a_ II I 1T i Tl rIIIITi (n � � rTI+TTI 3 I LOC STUD DIRECT I LJ J 1J 1J I D I o o I L11111J 2 I BELOW JOISTS TY I I IIIII . I WF1.5 1 I I I t AD (2) REINF. FILL CELLS S3.0 SIM. 53.0ri_ I ® HIS LOCATION. C. c PROVIDE DBL I f LT GA STUD = _ _ =_j I I I I I P OVIDE DBL LT A I I- - _ _ _ _____ I S UD BELOW HDR. TYP. 6 SLOPE BELOW HDR. I WF1.5 I III I. I I I rTTTTTI rTTTTTI I S OPE TYP. o I TS4x4x1 4 j o� I L T TTTT I 53.0 I �T T i TTi � I SEE 2/S4.0 S4.0 I r;-r'tt; FOR BASE PL I I I I I I IJ S3.0 COL. _ �� ( IIII rpt I i I T 4X4X1 4 I- - �6� 11TT fTT J - - - - - - - - - - - - I L111 - - III - i " I- - - I L111-a`1.J1 �I6.11�111J 2 __F I htt+tti _Tt J r+ rTTTTTI I 54.0 1 U I r TTTT? 1 6 I FTTTT+; I 6 TT T 1T i o L11111J i T S3.� i L11111J I I I I I I I I I I I I I I Cn C.J. I c I F - I TS4x4x1 4+'� I i i I I SEE 2/S4.0 ��,°�+o I TS4x4xl /4 I III 1 1 1 rTT I I Tl I 1 rTTTTTI FOR BASE PL E- - �� T+TT L1++1 I „ J' I IL11111J " 16 11111111 IIIIIII 1 I I IJ -� ' tt; ��o®COL. rTT rr I I I I I I I I f I I T TTTT L111 - 1 111111 � - - - - - - - - - - (III 3 I 1111111 IIPIZ I IC, I rTTTTT�I I TTTTT SLAB I r, l o 0 1 L11111JT CMU WALL I I I I I I IE .: 100'-0" o WALL � J1`"`�'EL.: @ 102'-7" 102,-7„ C. J. 1 0 L_ J i o 1 / � \ N 11 I fTTTTTI (DC3) /IrTTTTTI LlllllJ T SLAB ....L1l1lT _ I \ - - - - - -I 1 EL.: 99 -11" L1T111J 8 I L ------ -- 1. - / 1 1 I I I I I I 1 53.0 I_ 'I Ft++++� r t,l ( I I I 53.0 © COL. +-� -I-�- -� -t-+-F 1----+--+-f- I M I ISI I- - -+-+ +�- -I- -+-+-IL-1 -I- i_- _i +-+-� +�+-+I r" rrl i f I r I I -�--+-�-I-�--I--I-4-+- -1--{ �-��--+-*-��- - - 1 1 1 1 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J �' II + - - - F - - T - - - - - i - - - - - - - T - - - TDS6,0 TDS3.0 9 I T CMU ALL 4 9 1 T CMU WALL EL.: @ 1 Q2'-7" 53.0 " S3p0 I EL.: @ 102'-7COL. ISOL. JT. CMU WALL T/CMU WALL EL.: @ 102'-7 FOOTING SCHEDULE MARK SIZE (W DEPTH SLAB REINFORCEMENT RECESSES, SLAB EDGES & FINISHES, AND LOCATIONS FOR WALL REMARKS: LONG. TRANSV. F3.0 3'-0" x 3'-0" l'-6" 3 - #5 3 - #5 FLAT SHEETS (CENTERED). MONOLITHIC F4x3 4'-0" SUBMITTED CALCULATIONS/ REACTIONS. x 3'-0" 1'-2" 3 - #5 3 - #5 EXTERIOR STAIR FOOTING F5x4 5'-0" COL WHERE TOP BARS ARE LOCATED. x 4'-0" 1'-2" FULL 4 - #5 4 - #5 EXTERIOR STAIR FOOTING F6.0 6'-0" x 6'-0" 1'-0" 6- #5 6- #5 TDS0.7 8" x CONT. 8" 1 - #5 --- TURN DOWN SLAB EDGE. TDS3.0 3'-0" x CONT. 2'-0" 3 - #5 #4 @ 48" O.C. TURN DOWN SLAB EDGE. TDS6.0 6'-0" x CONT. 2'-0" 7 - #5 #4 © 48" O.C. AFTER STIRRUPS TURN DOWN SLAB EDGE - PROVIDE SEVEN #5 TOP BARS & SIX #3 STIRR AT 16" O.C. EA SIDE OF COL - SEE PLAN TDS8.0 8'-0" x CONT. l'-6" (MIN) 6 - #5 #4 @ 48" O.C.COORD. W/ HANGAR DOOR AND DRAIN WF1.5 l'-0" x CONT. 1'-0" 2 - #5 #4 ® 48" O.C. CONT. THICKENED SLAB NOTE: 1.) EXTEND CONTINUOUS FOOTING STEEL THROUGH PAD FOOTINGS. 2.) ORIENT PAD FOOTING STEEL AS SHOWN ON PLAN. POUR PAD AND STRIP FOOTINGS INTEGRAL AS INDICATED. Z FOUNDATION/SLAB PLAN SCALE 1/8" = 1'-0" PROJECT NORTH \CN N 2 9 1 /2" \ S3.0 1- N 9 9 -S3.0' N i 0 u 3 M 5 M, FOUNDATION PLAN NOTES: 5.) COORD. W/ ARCH. DRAWINGS FOR FLOOR DRAIN LOCATIONS, SLAB 1.) 8" CONC. SLAB W/ 6X6- W9.5XW9.5 WWF FLAT SHEETS RECESSES, SLAB EDGES & FINISHES, AND LOCATIONS FOR WALL AND (CENTERED) OR #4 BARS AT 12" O.C. EA. WAY. DO NOT DOOR OPENINGS. SUBSTITUTE FIBROUS REINF. 6.) COORD. "CJ" LOCATIONS WITH FLOOR TILE JOINTS. 2.) OFFICE ONLY: 4" CONC. SLAB W/ 6X6- W1.4XW1.4 WWF FLAT SHEETS (CENTERED). 7) DO NOT PLACE FOOTINGS PRIOR TO ENGINEER'S REVIEW OF SUBMITTED CALCULATIONS/ REACTIONS. 3.) SEE CBVlL PLANS FOR ACTUAL ELEVATION OF T/SLAB = 100'-0". 8.) SEVEN #5 CONT TOP BARS AT COLUMNS, EXTEND 8'-0" MIN WHERE INDICATED. PROVIDE SIX #3 STIRR AT 16" O.C. EA SIDE OF 4.) MASONRY WALL LEGENDS: COL WHERE TOP BARS ARE LOCATED. 5 VERT. REBAR ® 56" O.C. ® GROUT FILLED CELLS 9) MTL BLDG MANUFACTURER TO DESIGN THIS FRAME USING A FULL CONTINUOUS TO 2 BELOW TOP OF BOND BEAM BAY SIZE TO ALLOW FOR FUTURE EXPANSION. THE HNTB TEAM Amore Engineering , Inc. 2277 LEE ROAD, SUITE 225 WINTER PARK, FLORIDA 32789 PHONE (407) 647-6800 FAX (407) 647-6119 PROJECT NO. BLANKENSHIP NEMETHY ARCHITECTS INCORPORATED NEW HANGAR AND OFFICES C E A VIONICS 2839 FLIGHTLINE AVENUE ORLANDO SANFORD AIRPORT KEY PLAN REVISIONS No. I DATE DESCRIPTION WPI No.: 5827588 FDOT No.: 77000-3880 PREPARED BY: _ DRAWN BY: RMF CHECKED BY: DCA ISSUE DATE: 4-16-99 DRAWING SCALE: NO SCALE -] DRAWING TITLE: FOUNDATION SLAB PLAN DRAWING No.: S2.0 wwym WafklbN & Assoculea,Ixcoaron►ran t�urtutw . rt��ra • wnwrnn . trre�.rr HNTB i ti N� :_ ... i - TS2 1/2x2 1/2 x 3/16 x 8" INFILL WELD TO HDR. 14GA. GALV. PL4xO'-8"LG. (N.S./F.S.) W/ (8) ff -10 SCREWS EACH TYP, LT -GAGE WALL -- SEE PLAN LT -GAGE BENT CLIPS TO HDR. AND STUDS "H1 "I HDR. (T - E TION S2.1 SCALE: 3/4" = 1'-0" 0 CONC. SLAB W/ RE_INF. & MTL. DECK SEE PLAN t> TYP T HDR. EL.: SEE PLAN STL. BAR JST. SEE PLAN DBL. STUD EA. SIDE OF OPNG. & CONNECT PL. AS SHOWN, ALSO PROVIDE BENT LT -GAGE CLIPS. LJ- PROVIDE DBL LT CA S�JTj�Uf}D BE -LOW HDR. DIAL. BRACING SEE 4/S4.0 5Drry s4.c — 0) - PROVIDE DBL I LT GA STUD BELOW HDR, TYP. FLOOR FRAMING PLAN NOTES:: 1.) 0.6C24 STEEL FORM DECK BY VULCRAFT OR ACCEPTED SUBSTITUTE WITH 2 1/2" CONCRETE TOPPING (3" TOTAL). WELD DECK TO STEEL FRAMING W/ 30/4 PATTERN. REINFORCE SLAB W/ 6X6- W1.4X W1.4 WWF" (G.C. OPTION: FIBROUS REINF. MAY BE USED IN LIEU OF WWF). 2.) 1_OCATE METAL STUD DIRECTLY BELOW JOIST TYPICAL. PROVIDE H1 HEADER OVER WALL OPENINGS. 3.) SEF_ DETAIL 5/S4.0 FOR COL TO BEAM CONN. 4.) PROVIDE JOIST BRIDGING AS REQUIRED BY JOIST MNF, T SLAB ol EL.: 111'-8" I 2839 FI IGHTLINE AVENUE ORLANDO SANFORD AIRPORT WPI No.: 5327588 FDOT No.: 77000-3880 PREPARED BY: DRAWN BY: RIVIF CHECKED BY: DAG ISSUE DATE: 4-1699 DRAWING SCALE: NO SCALE DRAWING TITLE r d GRID LINE -SEE PLAN "TDS" SCALE: 3/4" =1'-0" 9 1/219 METAL BLDG. COL. TYP. (COL. BEYOND ® SIM.) c - + #6 BAR HAIRPIN ui SEE PLAN -(NO v, HAIRPIN ® SIM.) _4 (4) 1" DIA.X l'-8" MIN. EMBEDDMENT A307 ANCHOR — BOLTS,NUT & WASHER. PROVIDE 1" NON -SHRINK GROUT BED. SLOPE- _ #6 BAR HAIRPIN SEE PLAN o= F- �Q �1 "' 2 SEE PLAN & SCHEDULE e NOTE: SLAB REINF. NOT SHOWN FOR CLARITY. SCALE: 3/4" =1'-0" HANGAR DOORS (BEYOND) NOTE: COORD. DOOR TRACKS & QTYS. W/ APPRVD. HANGAR DOOR MANUF.—\ _ T/SLAB EL.: SEE PLAN O NOTE: COORD. W/ TRENCH MFR. FOR DIMS. INDICATED "*" AND EMBEDDED STEEL ITEMS INTO CONCRETE SLAB. U nTDSn SCALE: 3/4 =1'-0" C. SINGLE KNOCK -OUT 9 1/2" SINGLE KNOCK -OUT_ CONT GROUT SOLID COURSE W/ (2) #4 (SEE ARCH. DWGS.) CONT GROUT SOLID REINF. TRUSS TYPE @ VERT. TYP. 8 CMU ® FACE (SEE T/SLAB ARCH. DWGS.) — - FIN. GRADE F `D 9GA. CMU WALL REINF. TRUSS TYPE ® 16" O.C. Cn VERT. TYP. W W � U T/SLAB EL.: SEE PLAN FIN. GRADEOL — EL.: SEE PLANCn o 3" CLR. W W Cn U "TDS" SCALE: 3/4" =1'-0" 9 1/219 METAL BLDG. COL. TYP. (COL. BEYOND ® SIM.) c - + #6 BAR HAIRPIN ui SEE PLAN -(NO v, HAIRPIN ® SIM.) _4 (4) 1" DIA.X l'-8" MIN. EMBEDDMENT A307 ANCHOR — BOLTS,NUT & WASHER. PROVIDE 1" NON -SHRINK GROUT BED. SLOPE- _ #6 BAR HAIRPIN SEE PLAN o= F- �Q �1 "' 2 SEE PLAN & SCHEDULE e NOTE: SLAB REINF. NOT SHOWN FOR CLARITY. SCALE: 3/4" =1'-0" HANGAR DOORS (BEYOND) NOTE: COORD. DOOR TRACKS & QTYS. W/ APPRVD. HANGAR DOOR MANUF.—\ _ T/SLAB EL.: SEE PLAN O NOTE: COORD. W/ TRENCH MFR. FOR DIMS. INDICATED "*" AND EMBEDDED STEEL ITEMS INTO CONCRETE SLAB. U nTDSn SCALE: 3/4 =1'-0" C. SINGLE KNOCK -OUT COURSE W/ (2) #4 CONT GROUT SOLID 8" CMU @ FACE (SEE ARCH. DWGS.) —\ 9GA. CMU WALL REINF. TRUSS TYPE @ VERT. TYP. 16" O.C. — T/SLAB EL.: SEE PLAN FIN. GRADE F `D Mi EL.: SEE PLAN 0 Cn 3" CLR. W W � U "TDS" SCALE: 3/4" =1'-0" GRID LINE -SEE PLAN COORD. W/ ARCH. DWGS. FOR LT -GAGE STUDWALL 8"x8"xCONT. W/ 1#4 x CONT. & ISOL.JT. MATERIAL. T/SLAB_ EL.: SEE PLAN "TDS" ��-- GRID LINE -SEE PLAN 9 1/2 0 3" CLR. w C U SCALE: 3/4" =1'-0" PREFAB. STEEI STRINGER (2) 5/8" DIA. EA. STRINGER --T/"F"-SLAB EL.: SEE CIVIL SCALE: 3/4" =1'-0" Ila #5 x CONT.(HORIZ.) TOP TYP. SEE PLAN & SCHEDULE 9 1/2" NOTE: SLAB REINF. NOT S14OWN FOR CLARITY. �1 2 METAL BLDG. COL. REFER TO DETAIL #1 & #3 THIS �- SHT. FOR ADD'L. MATERIAL TO COMPLETE. (4) 1" DIA.X 1'-8" MIN. EMBEDDMENT A307 ANCHOR BOLTS,NUT & WASHER. PROVIDE 1" NON -SHRINK GROUT BED. #6 BAR HAIRPIN SEE PLAN — — — — — — — — — — Y Q 1 "' 2 SEE PLAN & SCHEDULE SEE PLAN "F" FTG. & SCHD. NOTE: SLAB REINF. NOT SHOWN FOR CLARITY. NOTE: COORD. W/ ARCH. DWGS. FOR STAIR TREAD DIMENSIONS. l� O GRID LINE -SEE PLAN --� 9 1/2"� NO COL @ SIM. CONDITION -- METAL BLDG. COL. SINGLE KNOCK -OUT COURSE W/ (2) #4 T/CMU WALL_ CONT GROUT SOLID ----- -- SEE PLAN #5 VERT. REBAR ® 48" O.C. DWLS. TO MATCH-TYP. 8„ (2) 1" DIA. A307 BOLTS (COORD. W/ MTL. BLDG. MNFR.) T/SLAB EL.: SEE PLAN 00 CD � - 1111 I— _� NOTE: 3 SLAB REINF. NOT "TDS" CLR SEE PLAN SHOWN FOR CLARITY. & SCHD. SCALE: 3/4" =1'-0" NOTE: 1.) "T" = SLAB THICKNESS 2.) SAWCUT JOINTS SAME DAY. 3.) FORMED JOINTS CONTR. OPTION (U.N.O.) WWF - - 1/4" SAWCUT T/4 r x x x x x x VAPOR BARRIER (TYP.) CONTROL JOINT, "CJ" WWF -- FORMED METAL KEYWAY X X X —X X X VAPOR BARRIER (TYP.) CONSTRUCTION JOINT, "CJ" 0 NEW HANGAR AND OFFICES C E A VIONICS 2839 FLIGHTLINE AVENUE ORLANDO SANFORD AIRPORT KEY PLAN REVISIONS No. DATE DESCRIPTION WPI No.: 5827588 NO SCALE 6 FDOT No.: 77000-3880 NOTES: PREPARED BY: - 1.) SEE PLAN & SCHDL. �.► FOR FOOTING OR BEAM REINF. DRAWN BY: RMF 2.) MATCH CORNER BAR SIZE WITH REINFORCEMENT. CHECKED BY: DAC CORNER BAR— 2 0„ ISSUE DATE: 4-16-99 DRAWING SCALE: _ AS NOTED T -F-- — — —=T—T__ - �i DRAWING TITLE: CN DETAILS 111 I 111 II II 11 _ � 11 I 11 II II --�FOOTING OR BEAM REINF. r Nz�� C� TYPICAL CORNER BAR DETAIL THE HNTB TEAM Amore Engineering , Inc. BLANKENSHIP 2277 LEE ROAD, SUITE 225'= , N E M E T H Y WINTERPARK, FLORIDA 32789 ARCHITECTS PHONE (401) 617-6800 FAX (107) 617-6119 INCORPORATED PRLIJECT NO! DRAWING No.- S30 & Anocw s, lmoR►OMT6D Ambitects Engineers Planners COL. & FTG. TS4x4x1 /4" STL. COL. - (2) 3/4" QIA. x 1'-0" -I 3" HK. A.B. W/ BASE 47 PL5/8"x6xO'-10" Qa 47 T/SLAB \� 10" l&-7-TYP EL.: SEE PLAN �- 3/16 T/FTG EL.: -0'-8" o rnl P A qF- PI bi *_— — A r 3" "F" FTG. CLR. SEE PLAN & SCHD. SCALE: 3/4" =1'---0" CLOSURE PL.1/4"x CONT. WELD TO STL. JST. & NOTCH Ca) BENT COL. - SEE PLAN r 1" SPACE T/LAB EL.: SEE PLAN _, METAL BLDG. - SEE ARCH. DWG. L2x2X1 /4' BRACING @ 1'-8"+- 24" O.C. TYP.- WELD AV F. V. TO PL. AND JST, SCALE: 3/4" =1'-0" CONIC. POUR FILL C>) BLOCK-OUT 1T GROUT BED NOTE: COVER BELOW SLAB INT. STEEL COLS. BENT, PL., & A.B. W/ BITUMINOUS COATING BEFORE CONC. SLAB POUR (TYPICAL). CONC. SLAB W/ REINF. & MTL. DECK SEE PLAN i STL. BAR JST. SEE PLAN L2x2X1 /4' BRACING 0 48" O.C. TYP.- WELD TO JSTS. STAIRWELL WIDTH SEE ARCH. DWGS. LT -GAGE STUDWALL- v v SEE ARCH. DWGS. I FULL HEIGHT CONT. LT -GAGE STUD WALL, COORD. W/ARCH. DWGS. I SCALE: 3/4" =1'-0" T/SLAB EL.: SEE PLAN T/ WALL-COORD. EL.: ARCH. DWGS 0 O 0 CLOSURE L3x3x1/4 WELD TO STL. JST. TYPICAL. }-TYP CONIC. SLAB W/ REINF. & MTL. DECK SEE PLAN I STL. BAR JST. - SEE PLAN LT -GAGE STUDWALL- POSITION (1) MTL. STUD DIRECTLY BELOW STL. JSTS. TYP. O 9 1/2" C.L. COL. TO FACE CMU WALL 6)' q COL. GRID UNE -SEE PLAN TS4x4x1 /4" STL. COL. I COORD. 'll/ ARCH. DWGS. FOR LT -GAGE STUDWALL AND DETAIL 15/S3.0 FOR CMU (2) 3/4" DIA. x 1'-0" WALL. + 3" HK. A.B. W/ BASE PL5/8"x6x0'-10" 8"x8"xCONT. W/ 1#5 x CONT. & ISOL. JT. MATERIAL. SLOPE- T/SLAB SEE PLA)l EL.. SEE PLAN a z V w 3" CLR. w 2 V "TDS" SCALE: 3/4" =1'-0" TS2 1/2x2 1/2 x 3/16 x 10" INFIL WELD TO BM. TS COL.- REFER TO PI AN Ar SCHFD SCALE: 3/4" =1'-0" SEE PLAN & SCHEDULE & WORK W/ Dr-_T.#5/S3.0 CLOSURE L3x3x1 /4 SCREW IV TO LT -GAGE STUDS AND —\ LEDGER W/(1) #12 SCREWS @ 16" O.C. TYP. T/SLAB EL.: SEE PLAN LT -GAGE STUDS- �- SEE ARCH. DWG. BETWN. STUDS PROVIDE LT -GAGE BLKG. LEDGER. 6"-43 MILS "C" TYPE LT -GAGE STUD/JST. LEDGER W/ (2) #12 SCREWS © EA. STUD. NOTE: WORK W/ CLOSURES DETAILS #3/S4.0 & #4/S4.0. LAB Yl/ c MTI_. DECK A AR 1ST. _AIi CONC. SLAB Rt t'ir. & MTL. DECK SiE PL XI GAGE "C" W/ #12 SCREWS @ 6" O.C. TYP. t .Y 1 CLOSURE WELD TC TYPICAL. NOTE: WHERE JSTS. (© SIM.) EA. SIDE OF "W" BM. ANGLE CLOSURE NOT PROVIDED SCALE: 3/4" =1'-0" CLOSURE L3x3x1/4 WELD TO STL. JST. TYPICAL. T/SLAB EL.: SEE PLAN _T/ WALL-COORD.rh EL.: ARCH. DWGS LT -GAGE STUDWALL- POSITION (1) MTL. STUD DIRECTLY BELOW _ A STL. JSTS. TYP. SCALE: 3/4" =1'-0" CLOSURE L3x3x1/4 WELD TO STL. JST. TYPICAL. T/SLAB EL.: SEE PLAN T/ HEADER EL.: SEE PLAN "H1" HEADER HSS6x6x1/4 AT DOOR OPGS. (REFER TO PLANS FOR LOCATIONS). TYP SLAB W/ & MTL. DECK .AN STL. BAR JST. SEE PLAN -p —<TYP CONC. SLAB W/ REINF. & MTL. DECK SEE PLAN STL. BAR JST. SEE PLAN -f}-TYP CONC. SLAB W/ REINF. & MTL. DECK SEE PLAN STL. BAR JST. SEE PLAN Amore Engineering , Inc. BLANKE;NSHIP 2277 LEE RUA0. SU1FE 225 N E M E T H Y W{RFER PARK. FLURIU32JU`i ARCHITECTS PFIUNE (4U1) 64/-680U0 FAX 64J-6119 INCORPORATED PRUJEU ECi NW KEY PLAN d T 2 r- _-J �- _ i t j 6) F) E 11EH: L W 8" RND WALL CAP 0 J 6" RND RAG 2024 16RY� 4 WALL CAP __4 4 F_ Cu 3 SR t SIR 911H 12X8 12X8 250 92x10 L SIR SIR 12X8 12XII 250 250 8"RND L_--= WALL CAP rpT Q EC igg r pN- E_ E .. � i t qL "LAN - HVAC ISECON" FL"Olk SCALE 1/811 = 11-0tf AAC";"' LEGENb PD 8" 0 150 GRILLE MARKER: INDICATES TYPE "PDO GRILLE WITH 8' ROUND NECK, BALLANCE FOR 150 CFM. FLEXIBLE DUCT: SIZE TO MATCH DIFFUSER NECK SIZE, UNLESS OTHERWISE INICATED. FLEX DUCT COLLAR W/OBD SPLITTER DAMPER 45 DEG TAP WITH DAMPER DUCT TRANSITION OPPOSED BLADE DAMPER (ODD) FIRE DAMPER WITH ACCESS DOPR SMOKE DAMPER WITH ACCESS DOOR CAP Ab PLAN - HVAC FIRST FLOOR SCALE 1/811 11-011 PROJECT NORTP 4b 101 THE HNTR BLANKENSHIP NEMETHY ARCHITECTS INCORPORATED I r do, an il" ' puls, A ONEW HANW-ki x A[ UFFICES C E A VIONIG%0 2839 FLIGHTLINE AVENUE ORLANDO SANFORD AIRPORT KEY PLAN REVISIONS No. DA-rE RIF'ION _f GAST - /�- fi r 'ENGINEERING, INC. 316 CYPRESS LANDING DR. LONGWOOD. FL 32779 mmw--m (407) 774-.3188 PHONE JOB NO:G922 x IM6 T RND--, WALL CAP GRILLE MARKER: INDICATES TYPE "PDO GRILLE WITH 8' ROUND NECK, BALLANCE FOR 150 CFM. FLEXIBLE DUCT: SIZE TO MATCH DIFFUSER NECK SIZE, UNLESS OTHERWISE INICATED. FLEX DUCT COLLAR W/OBD SPLITTER DAMPER 45 DEG TAP WITH DAMPER DUCT TRANSITION OPPOSED BLADE DAMPER (ODD) FIRE DAMPER WITH ACCESS DOPR SMOKE DAMPER WITH ACCESS DOOR CAP Ab PLAN - HVAC FIRST FLOOR SCALE 1/811 11-011 PROJECT NORTP 4b 101 THE HNTR BLANKENSHIP NEMETHY ARCHITECTS INCORPORATED I r do, an il" ' puls, A ONEW HANW-ki x A[ UFFICES C E A VIONIG%0 2839 FLIGHTLINE AVENUE ORLANDO SANFORD AIRPORT KEY PLAN REVISIONS No. DA-rE RIF'ION _f GAST - /�- fi r 'ENGINEERING, INC. 316 CYPRESS LANDING DR. LONGWOOD. FL 32779 mmw--m (407) 774-.3188 PHONE JOB NO:G922 f • - A %° ° - Mm w !3 r TRANSITION AS,REQ' SPRING • 7k NEOPRENE a; , , , TYPE VIBRATION ISOLAT6RS _ TYP. 3/8" HANGING ROD'S RETURN AIR DUCTYIQRK � (THREADED) COORDINATE W/ FIRE STAT IN , '- • STRUCTURAL ENGINEERAND ORs RETURN AIR DUCT ARCH. ON HOW TO FASTEN TO STRUCTURE MOUNTING .CLIPS OR I AllUNITS - • -- BRANCH DUCT SUPPORT RODSION AS TO RECOMMENDED BY MFG. O A/C UNIT ELECTRIC HEAT �-- WASSEMBLY -----�°- _ _ /' MANUAL DAMPER WITH FLEXIBLE L= 1 /4 W, (4" MIN.) --- QUADRANT LOCKING LEVER MIN. 4" 1-110H VENT CONNECTORDUCT 2" MIN OUTSIDE AIR DUCT W/ f --- 4" MAX 1 �1 �d�.1 \ OPPOSED BLADE DAMPER L � k, FILTER & RACK ASSEMBLY -- � -- v 2" DEEP GALY. DRAIN PAN 2" \ LARGER THAN UNIT ON ALL 4 *�--- SUPPLY DUCT AIR FLOW 2 CONDENSATE DRAIN PAN �` SIDES. STRAPPED TO A. H. U. ~ EXTEND CONDENSATE LINE FULL ° �` �,\�- CQNDESAT= DRAIN AND TRAP SIZE FROM UNIT CONDENSATE SUPPLY REFRIGERANT LINES TO RETURN DUCT AIR FLOW\ DRAIN CONNECTION AIR DUCT ------, ,EC I F I CA1-ION., (3/s4" MINIMUM) INSULATESUCTIONSG UNITS EE SPECIFICATIONS LINE) --- - --- -•- FOR PIPE 'TYPE AND \ SMOKE DETECTOR I N SUPPLY INSULATION REQUIREMENTS \`-- CLEANOUT WITH THREADED PIPE CAP AIR DUCT AUX. DRAIN TRUNK IA •E TRANSITION AS REQUIRED PROVIDE 24" SERVICE CLEARANCE FOR ALL ACCESS PANELS N. T. S. 45DECTAP N. T. S. COND-TR2 N. T. S. _ ;AFfU=CIT M-'2 NOTE: I. ALL REFRIGERANT PIPE AND INSULATION SHALL BE INSTALLF_D F 72 SECTION BY SECTION AT THE SAME TIME AND IN CONJUNCTION WITH THE INSTALLATION OF THE PVC REFRIGERANT PIPE CHASE. 2. ALL REFRIGERANT PIPING INSTALLED IN THE PVC CHASE SHALL BE No TE) TYPICAL Z BAR CAPPED AND PRESSl.siE TESTED ACCCROING TO SPECIFICATIONS PRIOR HANG DUCTS ACCORDING `.� AND WIRE DUCT TO INSTALLATION O 'CO .: _-::TE SLAB. TO SMACNA STANDARDS -/ HANGING DETAIL CONDENSING UNIT (TO BE INSTALLED ON 1" THICK NEOPRENE ISO- LATION SO- LATION PADS) FLEXIBLE SEAL TIGHT G• ATTACHED TO ELEC- TRICAL CONDUIT w� . • dW , ELECTRICAL CONDUIT l FOR LOVA VOLTAGE / CONTROL WIRING _ .i- ��\ 24" DIAMETER MIN. --- \� CORROGATED BLACK- ` PLASTIC PIPE GRADEIT FLOW • , v TYPICFlL HANGING � AND STRAP DUCT I'YPICAL CHANNEL fl O©p p Dp Gp p Q app q 'D ,{�r� CONCRETE SLAB q Gq irr STRAP AND SADDLE HANGING DETAIL a�� D D U �� U Dp ---------- HANGING DETAIL O D p C1 G T1 D CZ D a n Dna n O D p p a p p m REFRIGERANT PIPES ME TIS I _ T $ L IL � hl � lel l awl u U IV I°�fPIPING DETAIL � N. T. S. HANGOUCT M®2 N. T. S. DRYWELL4 ry N. T. S. CU -PC .2 fN SAMPLING TUBE `-INSULATION --- VIBRATION HANGER SPRING TYPE ,�' W/NEOPRENE ISOLATOR „f `-PLUG SUPPORT TO STRUCTURE ABOVE 3/8" THREADED. ROD'S SHEETMETAL r DUCTWORK r j� AIRFLOW • DISCHARGE TUBE TYPICAL ROOF CAP a INSULATED ACCESS NEOPRENE GASKET PANEL -- -SMOKE DETECTOR HOUSING a LOW VOLTAGE TYPICAL ROOF CAP SMOKE DETECTOR�.. CONTROL CONDUIT PROVIDE ACCESS FOR � �~ �. ` '��� / tiCONDENSATE PIPE ENSURE SMOKE DETECTOR REMOVING SAMPLING TUBES. `/�!I`` HOUSING BAFFLE 15 IN PLACE `�' - � �`•.. ��� � `�---REFRIGERANT REPLACE HOUSING COVER PROMPTLY - - --- ,�% LIQUID L1rJE FOLLOWING SERVICING TO AVOID WH ITE FALSE ALARMS CEILING INSTALL NEOPRENE /�` INSULATING MATERIAL GRILL BETWEEN COPPER PIPE & GALVANIZED BRACKET 1. INSTALL IN STRICT ACCORDANCE WITH.MANUFACTURER'S TYPICAL WALL CAP SPEED CONTROL ,? INSTALLATION INSTRUCTION. (SOLID STATE) P 2. COORDINATE VOLTAGE AND TYPE WITH ELECTRICAL AND ALL THREAD REFRIGERANT FIRE ALARM CONTRACTORS. ROD, NUT & SUCTION LINE 3. SAMPLING TUBE MUST BE INSTALLED ACROSS GREATEST NOTES: 1.- PROVIDE BACKDRAFT DAMPER W/ BIRDSCREEN HASHER DUCT DIMENSION. 2. - FLASH & SEAL WALL AND ROOF CAP r 3.- PROVIDE INTERNAL. ISOLATION AND SOUND INSULATION 4.- SUPPORT FAN FROM STRUCTURE °- ' I I BILI m 6P1P. NTS SDET-1 paN. T. S. FAN-CEIL'p.- IL T. S. ri,414PIPE ,i 'iy J. M k0rH DULo_ i"' , I MARK AH/CU•-1 2' -0' Q - a U `, p p ©' a _a DD 3/4" CRUSHED p a D Q n a ROCK p 1z 1�1D D v a O C1 p v a �] p 0I D U Op a� `-J, II a �aC1 Ca paw a p nfl fl D a © �'a .. PIPE CHART HARD -DRAWN COPPER. PVC REFRIGERANT PIPE CHASE.GUT OFF 1" ABOVE GRADE AND SEAL YI/FOAM FILL INSULATION NOTE: ALL STRAP SHALL BE A MINIMUM OF 1-1/2,26 GA GALVINIZED STEEL. WITH A 6 FT MAXIMUM SPACING. SUCTION PVC REFRIv >e�,J4T' PIPE SIZE PIPE CHASSE SIZE 5/8" TO 1-5 8" 4" AREA SERVED 3-186>. TO04-1588~ Y 3_ SEE ME TIS I _ T $ L IL � hl � lel l awl u U IV I°�fPIPING DETAIL � N. T. S. HANGOUCT M®2 N. T. S. DRYWELL4 ry N. T. S. CU -PC .2 fN SAMPLING TUBE `-INSULATION --- VIBRATION HANGER SPRING TYPE ,�' W/NEOPRENE ISOLATOR „f `-PLUG SUPPORT TO STRUCTURE ABOVE 3/8" THREADED. ROD'S SHEETMETAL r DUCTWORK r j� AIRFLOW • DISCHARGE TUBE TYPICAL ROOF CAP a INSULATED ACCESS NEOPRENE GASKET PANEL -- -SMOKE DETECTOR HOUSING a LOW VOLTAGE TYPICAL ROOF CAP SMOKE DETECTOR�.. CONTROL CONDUIT PROVIDE ACCESS FOR � �~ �. ` '��� / tiCONDENSATE PIPE ENSURE SMOKE DETECTOR REMOVING SAMPLING TUBES. `/�!I`` HOUSING BAFFLE 15 IN PLACE `�' - � �`•.. ��� � `�---REFRIGERANT REPLACE HOUSING COVER PROMPTLY - - --- ,�% LIQUID L1rJE FOLLOWING SERVICING TO AVOID WH ITE FALSE ALARMS CEILING INSTALL NEOPRENE /�` INSULATING MATERIAL GRILL BETWEEN COPPER PIPE & GALVANIZED BRACKET 1. INSTALL IN STRICT ACCORDANCE WITH.MANUFACTURER'S TYPICAL WALL CAP SPEED CONTROL ,? INSTALLATION INSTRUCTION. (SOLID STATE) P 2. COORDINATE VOLTAGE AND TYPE WITH ELECTRICAL AND ALL THREAD REFRIGERANT FIRE ALARM CONTRACTORS. ROD, NUT & SUCTION LINE 3. SAMPLING TUBE MUST BE INSTALLED ACROSS GREATEST NOTES: 1.- PROVIDE BACKDRAFT DAMPER W/ BIRDSCREEN HASHER DUCT DIMENSION. 2. - FLASH & SEAL WALL AND ROOF CAP r 3.- PROVIDE INTERNAL. ISOLATION AND SOUND INSULATION 4.- SUPPORT FAN FROM STRUCTURE °- ' I I BILI m 6P1P. NTS SDET-1 paN. T. S. FAN-CEIL'p.- IL T. S. ri,414PIPE ,i 'iy J. M k0rH DULo_ i"' , I MARK AH/CU•-1 AH/CU-2 AH/CU-3 SYSTEM TYPE (COOLING/NEAT PUMP) CLG/ELEC HTG CLG/ELEC HTG CLG/ELEC HTG AREA SERVED SES SEE SEE SERVICE PLANS PLANS PLANS AIR_ HANDLER DATA: GREENHECK MANUFACTURER TRANE TRANE TRANE MODEL NO. TWE060C TWEO60C TWE030C WEIGHT (LBS) 200 200 120 CABINET TYPE (VERT/HORIZ) VERT VERT VERT CFM TOTAL 1775 1825 850 CFM O. A. 150 150 125 E. S. P. ( " W. G.) .5 .5 5 H. P. /F. L. A. .50/5. 9 50/5. 9 33/2. 1 RPM( SPEED) ( MED) ( MED) ( MED) ELECTRIC HEATER KW 7.2 7. 2 3. 61 HEATER STAGES 1 1 1 HEAT LOCATION (DUCT/INT.) INTERNAL INTERNAL INTERNAL VOLTAGE (V/PH/60) 208/1/60 208/1/60 208/1/60 POWER CONN. (SINGLE/MULTI) SINGLE SINGLE S I NGL E REMARKS - 60 60 25 CONDENSING UNIT DATA: MANUFACTURER TRANE TRANE TRANE MODEL NO. TTRO60C TTR060C TTR030C WEIGHT (LBS) 260 260 165 COMP. QTY 1 1 1 COMP. F. L. A. EA. 29. 1 29. 1 13. 8 COMP. L.' R. A. EA. 141. 0 141. 0 79. 0 FAN QTY 1 1 1 COND FAN H. P. ( EA) .25 .25 .20 COND FAN F. L. A. (EA) 1. 9 1. 9 '1. 6 VOLTAGE (V/PH/60) 208/1/60 208/1/60 208/1/60 MCA 38. 0 38. 0 20.0 MAX FUSE 60 60 30 SYSTEM DATA 95 DEG F AMB): MB :TOTAL TOTALCOOLING (TMBH) 58. 2 58. 2 28. 4 SENSIBLE CAPACITY (SMBH 39. 2 39. 2 19. 1 ENT. A I R TEMP. ( F) ( DBWB3 80/67 8Y67 80/67 COMPRESSOR STAGES %� 0/100 0 100 0/-100 HEATPUMP CAPACITY (MBH) - - - A. R. I . SYSTEM EFFICIENCIES: SEER/HSPF 10. 20/1. 0 10. 20/1. 0 10. 0/1. 0 EER/IPLV/CUP - - - REMARKS: SEE BELOW SEE BELOW SEE BELOW SPLIT SYSTEM NOTES: 1. ALL UNITS MUST BE UL LISTED AND ARI CERTIFIED. 2. PROVIDE LIQUID LINE FILTER -DRYER SIGHT -GLASS AND SOLENOID VALVE. 3. PROVIDE SERVICE VALVES ON SUCTION AND LIQUID LINES. 4. PROVIDE SHORT -CYCLE PROTECTION CIRCUIT FOR COMPRESSOR. 5. PROVIDE CRANKCASE HEATERS IN COMPRESSORS. 6. PROVIDE HIGH & LOW PRESSURE CUTOUTS, 7. PROVIDE BUILT-IN FACTORY WIRED UL ELECTRIC HEATER W/HEATER CONTROL. 8. PROVIDE BUILT-IN CIRCUIT BREAKERS ON ALL AHUS. 9. PROVIDE PROPER VIBRATION ISOLATION AS PER DRAWINGS AND SPECIFICATION, IF NOT SHOWN, AS PER MANUFACTURER'S RECOMMENDATION. 10. SIZE AND RUN COPPER REFRIGERANT PIPING AS PER MANUFACTURERS PUBLISHED RECOMMENDATIONS TO PROVIDE LISTED SENSIBLE AND TOTAL MBH. 11. PROVIDE AUX. DRAIN PAN AND A/C CONDENSATE DRAIN LINES WITH A TRAP AND 12. PROVIDE 1/2" THICK ARMAFLEX FIRE RETARDANT PIPING INSULATION ON A/C CONDENSATE LINES, 1/2" THICK ON REFRIGERANT SUCTION LINES 2-5/8" AND SMALLER, AND 3/4" ON ALL LINES LARGER THAN 2-5/8". PAINTED WHITE (2 COATS) WHEN EXPOSED TO SUNLIGHT, 13. PROVIDE TWO SETS OF 40% FILTERS TRI -DIM ES60M THROW AWAY FILTERS (407-287-,3839). 14. E• S. P. DOES NOT INCLUDE COIL OR CABINET LOSSES. 15. UNLESS OTHERWISE NOTED CAPACITIES AND EFFICIENCIES ARE AT ARI CONDITIONS. 16. PROVIDE AHU'S WITH EITHER RIGHT OR LEFT HAND COIL CONNECTIONS AS INDICATED ON PLANS. FOR CEILING HUNG UNITS, PROVIDE 18" MIN. CLEARANCE TO SERVICE THE FILTER, FAN, AND COIL. 17. PROVIDE A/C UNITS WITH 1 STAGE HEATING AND COOLING. THERMOSTAT wITH FAN ON -OFF -AUTO SWITCH. SET STAT FOR FAN IN AUTO MODE. FAN SHALL NOT RUN UNLESS THE COMPRESSOR OR HEATER IS ON. e �iwd zr �t MARK EF -1, 2, 3, 4, 5 QUANITY 5 TYPE CEILING SERVICE RR EXH MANUFACTURE GREENHECK MODEL PJO. SP -7 WEIGHT 10 AIR DATA: C. F. M. 100 S, P. 125 R 950 BPH. P. ( WATTS) ( 80) TIP SPEED - SONES 2. 3 MOTOR DATA:-� DRIVE DIRECT R. P. M. 950 H. P. ( WATTS) (80) VOLT--PH-HZ 120/1/60 REMARKS - 1, 2, 3, 4 FAN NOTES I. SELECTION BASED ON GREENHECK, PROVIDE EQUAL BY PENN, OR COOK. 2. PROVIDE MOTOR STARTERS AND ALL ASSOCIATED CONTROLS ON ALL FANS. 3. PROVIDE BACK DRAFT DAMPER FOR ALL EXHAUST FANS, 4. SWITCH WITH LIGHTS q N'T B,'. TEA M BLANKEN HIP ow ARCHITECTS 'INCORPORATED r,. C E AVIONICS 2839 FLIGH7LINE AVENUE ORLANDO 5A1VFORD AIRPORT KEY PLAN ...� �`X L►1� n3 FOOT Project No.: 770044380 {.. PREPARED BY: DW DRAWN BY: CAD 1 CHECKED BY: DW ISSUE LATE: 4-28-99 DRAWING SCALL: NONE DRAWING TITLE: Hv E TA I L %0.`i'p",A N D if!' 54" C H E D" L E I ekk 1 34My or SIIH411'0�kD DDRAWING No.: ENGINEERING, INC. 316 CYPRESS LANDING DR. LONGWOOD, FL 32779 (407) 774-3188 PHONE JOD NO: 0922wwym >` r,`• '' MIN Jk t9+•'l.SC=TUS, INCgRP RAT91) IgAaNE11W9 • Y4ACa.YN • phTgKWJ • WVW4M16F11M �.6 '� `qW'+•;+S p^" ','�,', r•';. Z S E Of ) NID"" FI R PLAN -P SCALE 1/8"= 1'-011 4 • SEE CIVIL DRAWINGS FOR MANHOLE LOCATION. 8" NO HUB END OUTLET CLOSED END CAP C_ H13 9e .JEWC 12- AVWE?PESLOPED TRENCH DRAtt"TD" _ La'* WC TD - WC WC2 Lit \3" F Co 'I,- I L I L we *02 '-3" PD1 1`01 UIFIMEN T i [Ea I _._—_ �_--�--____— I F' .. } , • ` r } • .d `! ! L E i � 1 9 I %/ (i;' ; :� ( r FUME '13CHEDULE: Wol HANDICAPPED WATER CLOSET- VV14TE MER ST0.2216:143 FLOORMOLNTED, WITH TAW 12" R0 LJOR IN I.a OFF, ELONGATED H134 OPEN FRON17, LESS COVER SPEFEELMIEW35CH r! ,�,.�: �.�} �;_ i -� ( f� WC2 WATER CL03ET - MIT E AVIER. STD. 2174,90 FLOORMOLINTED, WITH TAW, 12" RD LJUH­ IN 1.6 OFF, ELONGATED V OPEN FRONT, LESS COVER SPEWELFK)IBN33CH A Li HANDICAPPED LAVATORY, WALLHUNG - Wt TE AVIERSTOM016 ! ( -3/Y'3POUT. FALCEr: WCENTEFS, 6 i , i I (, 4" BLADE HANDLE CH I CAD 0 7S0ED FLOOR CARRER WADEMU 'r 0 W5 6.0 12 4A S L2 LAVATORY, WALL HUN3 - MITE MER - -i 0LEVER HANDLE ij, FLOOR CARRIER WADE400 E q' GEWEM, 4' 3 POUr, 2 CHICAGO 602A JS JANITORS SINK 2'X2' FLOOR FIAT TSB GWi2 ENO ELECTROWATER COOLER EU(AY EBF3A8 HB HOSEBIBB CHICAGO 387-U W/ VACUUM 0 PSR u u; ! ( �� WHA WATER P"I ER ARR57 EIR %IITH 9M i I11 TP TW 3EALPRUERVALIvE JOSAMWZD ' - i L i FD1 FLOOR DRAIN- 3 QUARE, FLAT SRAINER J03AM MUDD- 3 FCO FLOOR GUEANOUl, AaJUSTAB LE MLLAR J 0 SM WR 0A 2 BR)NZETOP AEGO E(TEIRIORCLEMOtfr BRONZE BODYAND 01110 JO3AM%IM7 ; WVH ELECTRC WATER HEATER FVEEIvI8 IX0400 40 OA, 3.0 KVV, 209/1 VAC H HOT WATM REURCLLATING P UAP TAGOOrif5-804 AC, .52 MP rl',rA�, I M HPJ 1 MM V OFFIC;E TO TRENCH MAN, P FESLOP ED 12o WIiDE ZIJRN Z@12 -BO -HO 0 ALVAN 2ED STEN. BAR 0F41"11 EXTFAHEAvY DITTY FRAvlEA33SALY HV/RP I X _A1_1 I IJANUT fill a! - - - - - - - - - - - - . . . . . . . . . . . . . . . . EWH ECO FIRST .FLOOR 'PLAN - PLUMBING LUMBING PROJECT 1 NORTH WC1�1 2" L I 2 3" VTR we I L2 H8 L I WC2 L2 TP Tp EWC JS EWH 4 SCALE 1/8It 11-011 r1a F-RO J Ef-- T NORM E GATE VALVE (T'YPICAL> OFFICE A`Nruo) 2839, FLIGHTLINE AVENUE ORLANDO SANFORD AIRPORT THERMAL EXPANSION CONTROL THERM-X-TROL MOO ST -25V, 10, 3 GAL, 150 PSI, SEE PLAN FOR SIZE SEE PLAN FOR SIZE UNION (TYPICAL) TEMPERATURE A F!;%-'SSIJRE RELIEF VALVE AS kEWIRED BY LOCAL CODE WATER HEATER (EIek) SEE SPECIFICATION. PIPE, FULL SIZE _CF I DRAIN VALVE - - - - - - - RELIEF VALVE 24 GAUGE GALVANIZED SHEETMETAL OR 60 MIL, HIGH IMPACT PLASTIC DRAINPAN, TERMINATE PIPING. PLATFORM AS NEEDED I Qi><3_3 2' ABOVE W4 SINK N BY PLUMB CO TRACTUR +1 FOR INDIRECT CdNNECTICIN JANITORS SINK FINISHED FLOOR DEEP SEAL TRAP - :' „ ._ THE „ -T M.: W ATER DE HEATER TAL -HN,.. �EA BLANKENSHIP NTS EWA-3q J, 41TVI E T H Y ARCHITEG TS INCORPORATED J I ,GAST (-a- �/ ENGINEERING, INC. 316 CYPRESS LANDING DR. LONGWOOD, FL 32779 (407) 774-3188 PHONE JOB N0: 0922 BOWYM i. N KEY PLAN REVISIONS No. DATE DESCRIPTION AIP No. TBA FDOT Project No.: 77000-3880 PREPARED BY: TWO DRAWN BY: CAD CHECKED BY: DWG ISSUE DATE: 4-28-99 DRAWING SCALE: 1/8,1 1 ..Off DRAWING TITLE: FLOU"m PLAN fin ff ra "t "us M trw I N k". 31 cay oF 5 AM DRAWING No.: r1a E OFFICE A`Nruo) 2839, FLIGHTLINE AVENUE ORLANDO SANFORD AIRPORT KEY PLAN REVISIONS No. DATE DESCRIPTION AIP No. TBA FDOT Project No.: 77000-3880 PREPARED BY: TWO DRAWN BY: CAD CHECKED BY: DWG ISSUE DATE: 4-28-99 DRAWING SCALE: 1/8,1 1 ..Off DRAWING TITLE: FLOU"m PLAN fin ff ra "t "us M trw I N k". 31 cay oF 5 AM DRAWING No.: PIPE SUPPORT - TYPE T04 PIPE TRAPEZE USING TBC'S W/RING HGRS, Z-PURLIN INVERTED C -CLAMP, SCREWED OR 'PLAIN -END' CAP TO PREVENT SLIPPING NTS + TRAPEZE MEMBER SEE CHART BELOW PIPE SIZE 'B' MAX TRAPEZE MEMBER 1 8'-0' 2" SCH 40 PIPE 1 1/4 8'-0" 2' SCH 40 PIPE 1 1/2 8'-0' 2- SCH. 40 PIPE 2 8'-0' 2" SCH. 40 PIPE 2 1/2 7'-0' 2' SCH 40 PIPE 2 1/2 8'-0" 2 1/2' SCH 40 PIPE 3 6'-0' 2' SCH 40 PIPE 3 8'-0' 2 1/2' SCM 40 PIPE 4 5'-0' 2" SCH. 40 PIPE 4 8'-0' 2 1/2' SCH 40 PIPE 6 3-0' 2' SCH. 40 PIPE 6 5,-0' 2 1/2' SCH 40 PIPE 6 7'-0" 2 1/2" SCH 40 PIPE 6 10'-0' 3" SCH 40 PIPE UL LISTED TOP BEAM CLAMP W/ LOCK NUT (TYP ) CAD PLATED FERROUS ALL -THREAD ROD SEE - MINIMUM SIZE REQUIREMENTS BELOW UL LISTED SWIVEL RING HANGER FOR PIPE SIZES THRU 2V/2'. CLEVIS TYPE FOR PIPE SIZES OVER 2%2' (TYP) PIPE + — - ALL THREAD ROD SIZES PIPE SIZES 1' - 4' -- ROD SIZE = 3/8' PIPE SIZES 5" - 6' -- ROD SIZE = 1/2' FI -RE SPRINKLER RISER DETAIL �12 TO FIRE ALARM PANEL BY FIRE ALARM CONTRACTOR J i `L 120 V FIRE �o ALARM BELL ON OUTSIDE WALL NEAR RISER — 6" TO SYSTEM SPARE HEAD CABINET WITH SPARE HEADS OF EACH TYPE AND APPLICABLE WRENCHES POTTER VSR-F OR EQUAL FLOWSWTICH WITH RETARD 6' CENTRAL SHOTGUN 90 RISER CHECK OR EQUAL W/ GUAGES 6"INDICATING BUTTERFLY VALVE WITH TAMPER SWITCH / WIRING BY FIRE ALARM CONTRACTOR HYDRAULIC DESIGN PLACARD ROUTE 2' DRAIN THROUGH WALL TO 45 DEGREE GALV ELL W/ 0-6 Tx CUT GALV NIPPLE TURNED DOWN °4 ,e 6" GROOVED FLANGE ADAPTOR Ti OR COMPANION FLANGE 0 UNIFLANGE 4. R Q i0 NTS FIRE PROTECTION WATER SUPPLIES © PUBLIC ❑ PUBLIC + PUMP ❑ FIRE PUMP ❑ OTHER: FLOW TEST - STATIC= 78 FLOW= 1100 RESIDUAL= SO SOURCE OF TEST: GUARANTEED MINIMUM FLOW C❑NDITI❑NS BY CITY DATE OF TEST: TBD LOCATION OF TEST: ELECTRIC FIRE PUMP DATA: RATED GPM = N/A RATED PSI = N/A TANK SIZE = N/A MISC NEW SUPPLY TO BE RUN TO BUILDING PIPE SUPPORT - TYPE S03 PURLIN ATTACHMENT W/TBC & RING HGR UL LISTED TOP BEAM CLAMP W/ LOCK NUT U1 RI NTS PLATED FERROUS ALL -THREAD ROD MINIMUM SIZE REQUIREMENTS BELOW ALL THREAD ROD SIZES 'ES Y - 4' -- ROD SIZE = 3/8' PIPE SIZES 5' - 8' -- ROD SIZE = 1/2' �. � �. �► _♦ � � :� 1. FINISHED FILL. GRADE EXISTING EARTH AND COMPACT TO 95% VOLUME UNDER ALL PAVING ALL UNDERGROUND PIPING IS TO HAVE A MINIMUM OF 36 INCH COVER NOT TO SCALE DETAIL OF UNDERGROUND ENTRANCE SEE RISER DETAIL `� B FOR CONTINUATION � J DI W/FLANGE — FINISH GRADE DUCTILE IRON —� J90 41/NIEGALUG RESTRAINTS Q -III—Ill- - DIMENSION -A- � 1"-0" 1'-8" (OFF EDGE OF 13 SLAB) DUCTILE IRON SIZE' 6" CLASS DR -50 - I•-m1m — RUN DUCTILE IRON OUT -0' MIN CONCRETE THRUST BLOCK AG AINST'1 ITrUTT UNDISTURBED EARTH SIZE IN ACCORDANCE WITH NEPA 24 BASED ON SOIL CONDITIONS FOUND HYDRAULIC DESIGN DATA SYSTEM ID SPECIFIC AREA PROTECTED DENSITY ( GPM/SQ FT.) J AREA DESIGN WATER DEMAND AT BASE OF RISER SEE HEAD CHART ON VARIOUS SHEETS FOR DESCRIPTION g INCL 500 GPM HOSE DEMAND VALVES SPRINKLER RISER (GPM PSI) 1 MAIN HANGAR 0.25 2800 1338,1 ® 385 NO SCALE FIRE PROTECTION SYMBOLS TYPICAL SPRINKLER HEAD SYMBOLS 0 o e SEE HEAD CHART ON VARIOUS SHEETS FOR DESCRIPTION g SMALL CONTROL VALVES OR DRAIN VALVES SPRINKLER RISER RISER NIPPLE - PIPE ELEVATION CHANGE YPIPE ELEVATION CHANGE PIPE HANGER LOCATION DASHED SPRINKER LINES INDICATE EXISTING PIPE TO REMAIN E N0 SPulw� -0 r1P "MEPOINT(S) DENOTES HYDRAULIC REFERENCE cK,TTIll r NIS ABBREVIATION LEGEND UN❑ - UNLESS OTHERWISE NOTED C/L - CENTERLINE (� AFF - ABOVE FINISH FLOOR THR. CAP - THREADED CAP OR CAP - GROOVED CAP CC - CENTER TO CENTER DIMENSI❑N GC - GROOVE T❑ CENTER DIMENSION CG - CENTER T GROVE DIMENSION GG - GROOVE TO GROOVE DIMENSI_❑N GT - GROOVE TO THREAD DIMENSION TG - THREAD TO GROOVE DIMENSION TT - THREAD -TO THREAD DT_MENSION TOR - TOP OF RISER BOR - BOTTOM OF RISER AUX.- AUXILIARY OR. CPL. - GROOVED COUPLER ELL - 90 DEGREE STANDARD ELBOW BHT - BULL HEAD TEE RC - REDUCING GROOVED COUPLER FC/L - FLOOR PIPE CENTERLINE DISTANCE JST. - JOIST WFS - UL LISTED WATERFLOW SWITCH D.I. - DUCTILE IRON (DR 51 UNO) PVC - C-900 CLASS 200 UN❑ T . R - THREADED FERROUS ROD ( ALL-TH cE,A-k; T.W. - SCHEDULE 10 THINWALL PIPE SCH . - SCHEDULE ( REFER I NG TO PIPE PSI - POUNDS PER SQUARE INCH (GUAGr GPM - GALLONS PER MINUTE RPM - REVOLUTIONS PER MINUTE TEE - TEE FITTING FLO, - FLANGE TH - TRAPESE HANGER W 1 - WELDED OUTLET WOO - WELDED GROOVED OUTLET RN - RISER NIPPLE NTS - NOT TO SCALE V I F - VERIFY IN FIELD CIF - CUT INFIELD GENERAL FIRE PROTECTION NOTES AND SPECIFICATIONS I GENERAL PRO.:EC'T SCCPc: THE PROJECT WILL INVOL`!E THE CONSTRUCTION OF A WET PIPE SPRINKLER SYSTEM TO PROTECT T;-iE CLASS 111 AIRCRAFT HANGAR, AND ADJOINING SHOP/OFFICE AREAS. AS S14-304 GN Ti~_ PLAN SPRINKLER PR❑TECTI❑N IS BEING PROVIDED FOR THE ENTIRE E-311JILDIING 2. DESIGN CRITERIA, THE SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH NEPA 13 (1994 ED.) FOR AN EXTRA HAZARD OCCUPANCY IN THE HANGAR AREA A DESIGN! DENSITY OF 0.25 GPM/SQ. FT OVER THE HYDRAULICALLY MOST REMOTE 2.EL�0 SF. PLUS A 500 GPM FIRE DEPARTMENT HOSE STREAM ALLOWANCE HAS BEEN INCLUE D IN THE CALCULATIONS THE SMALL STORAGE AREA ON THE MEZZANINE IS CDISIEERED AN ORDINARY HAZARD GROUP 1 OCCUPANCY AND THE OFFICE AREAS Ar, TREATED AS LIGHT HAZARD. 3 MATERIALS: RIALS: A PLL FIRE PROTECTION EQUIPMENT AND MATERIALS SHALL BE UL. LISTED WHEN APPLICABLE B ALL SCREWED FITTINGS ARE TO BE CLASS 125 CAST IRON OR CLASS 150 MALLEABLE IRON C GROOVED FITTINGS ARE TO BE GRINNELL GRUVLOK FIGURE 7000, 7001, 7004, 7401, 7010. 7012. 7046 OR EQUAL FITTINGS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED `lITH THE APPROVAL OF' THE ENGINEER D ALL SCR"'VED PIPE IS TO BE SCHEDULE 40 BLACK OR SCHEDULE 40 ALTERNATIVE (IE. AME. RICA"1 TUBE DYNA THREAD). USE OF THREADABLE EXTRA LIGHTWALL PIPE SHALL NOT BE PERMITTED, UNLESS INSTALLED USING GROOVED CONNECTIONS E ALL GRIDrED BARANCHLINES AND MAINS TO BE GROOVED STEEL PIPE, AND SHALL E KH DLI E 10 BLACK MEETING ASTM A 795 TYPE E GRADE A SPECIFICATIONS ALLIED SUPER FLO OR AMERICAN TUBE DYNA-FLOW MAY BE SUBSTITUED FOR BR&kf_!-UN_S OR MAINS. 4.T' -E FIRE SPRRXLER CONTRACTOR SHALL PREPARE A CUT SHEET PACKAGE FOR SU&MITTt L TO T' --ENGINEER AND TO THE AUTHORITY HAVING JURISDICTION. 5 THE FIREE PROTECTIOIN ENC)D EER OF RECORD SHALL FURNISH THE FIRE SPRINKLER CONTRACTOR WITH LP TO 4 SETS OF ENGINEERING DRAWING BLUE LINE SETS BEARING THE SEAL OF THE ENGINEER FOR PERMITTING. SHOP DRAWINGS, SHOP DRAWINGS SHALL BE REVIEWED BY Ti-, ENGINEER AND STAMPED APPROVED, APPROVED WITH COMMENTS OR REJECTED ONLY. THE ENGINEER SHALL NOT SIGN AND SEAL ANY SHOP DRAWINGS IN VIOLATION OF STATE LAW THE CONTRACTOR WILL BE REQUIRED TO SUBMIT SHOP DRAWINGS FOR THIS PROJECT. IT IS ANTICIPATED THAT EXTENSIVE COORDINATION WILL BE REQUIRED WITH THE FINAL TRUSS DRAWINGS AND HVAC SHOP DRAWINGS 6 DIMENSI❑NS SHOWN IN THIS PLAN SET ARE SHOWN CENTER TO CENTER FOR ALL PIPE 7 THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING ALL APPLICABLE REQUIREMENTS OF NEPA 13 (1994) AND NEPA 24 (1995) 8 HYDROSTATIC TESTING OF THE ENTIRE SYSTEM SHALL BE REQUIRED THE 'IONTRACTOR SHALL BE REQUIRED TO TEST ALL NEW PIPING AND EQUIPMENT A'. 2CO PSI FOR A PERIOD OF 2 HOURS IN ACCORDANCE WITH NEPA 13 AND 24 9 A fi__ IIN:AL NUMBER OF SPRINKERS MAY BE NEEDED TO CORRECT OBSTRUCTED Cr`iDI m IENS DUE TO ROOF TRUSS CONFIGURATII7NS. HVAC DUCTS OR OTHER EQUIPMENT INSTALLATIONS. THE CONTRACTOR SHALL ADD HEADS TO CORRECT THE OBSTRUCTIONS AS NZEC_D A.ND AGREES TO A FLAT RATE CHARGE OF S 120.00 PER HEAD FOR SUCH ADDITIONS. 10 T1 SYSTEMS SHOWN IN THIS PLAN SET REQUIRE A CONNECTION TO THE FIRE PR3TECTIEN UNEERGROUND MAINS. THE UNDERGROUND UTILITY CONTRACTOR SHALL Fel-RNISH Th"E SPRINKLER CONTRACTOR WITH A COPY OF HIS LICENSE SHOWING HIS LECAL RIGHT TO INSTALL FIRE PR❑TECTI❑N MAINS. THE UTILITY CONTRACTOR SHALL ALSO Fl PNISH Ti -v SPRINKLER CONTRACTOR WITH SIGNED CONTRACTOR'S MATERIA? AND TEST CERTIFICATES AND PROOF THAT THE MAINS HAVE BEEN FLUS'-yD IN ACCQ P `.CE `11TH NEPA 24. THESE REQUIREMENTS ARE IN Ca.FCRYjP` CE 'KITH T}-� RULES OF THE STATE FIRE MARSHAL. THE SPRINKLER CajTR::CTCR Sr. _L MAKE THE CON1,1FCTION TO THE UNDERGROUND MAINS 5 FEET OUT FRf, M Ti --F- BRJJIL DING WALL 11 PENETRATIENS T!-RCt`GH RATED WALLS AND DRAFTSTOPS ARE TO SEALED TO MAINTAIN RATING 12 CEf-RDINATION WILL BE REQUIRED IN AREAS OVER THE MAIN HANGAR DOORS. FIRE PROTECTION SITE PLAN FOR HYDRAULIC REFERENCE SEE CIVIL UTILITY PLANS FOR UNDERGROUND MAINS AND CONSTRUCTION DETAILS SCALE: 1" = 60 FEET --- POINT UF S:RVICE FR:N-_' "1ATER MAIN TO F Ia`�STAL LED 3'fi ' " 'w S r`' CALCULATIOj� BAS4.D DI A F�_OV OF }1,00 GPM I � A�A »' s?D_lAL PRESSURE IC1Lr '9 �SI C) SYMBOL DENOTES HYDRAULIC REFERE��,r_= -16- REPLACE .f. SLANKENSHIP NEMETHY ARCHITECTS INCC�P�RAT�® irk �r 0 li -- a' __ --------- --- - Bowym & Assomns, JmoxroxeTso ua,u,u'.an . nsxric . w,.ma . wn.ouumru i ii0itil''ll ljoll o KEY PLAN DRAWING SCALE: 1/811= 1 PT. DRAWING TITLE: r r Ind GEN. CONTR. TO HAVE HVAC CONTRACT IR HOLD DUCT DOWN A MINIMUM OF 6 INCHES BELOW JOISTS TYPICAL BRANCHLINE ELEVATION 1 1 SPRINKLER HEAD CRITERIA. I SEE RN CONSTRUCTION DETAIL ON SHT. FP -3 4• i 12'-2 \+ I 47-9 6-6' i i i i I I � I _ 1-6• 7 Y DRAIN ASSY. II I • �- MULTI-SEGMENT GROOVED PEAK ANGLE COMPENSATION WEST ELEVATION a MANUF. MODEL TYPE RESPONSE "K' ORF. NPT TEMP. FINISH SYMBOL QTY. COMMENTS CENTRAL A UPRIGHT STANDARD 8.1 17/32' 3/4' 286 BRASS ® 178 OR EQUAL CENTRAL H RECESSED PENDENT STANDARD 5.6 1/2' 1/2' 165 CHROME / CHROME 0 1 OR EQUJAL STAR E VERTICAL SIDEWALL STANDARD 5.6 1/2' 1/2• 165 BRASS ® 9 FOR PROTECTION OF EXPOSED RIGID FRAME / OR -EQUAL , OR EQUWL TOTAL HEADS = 191 PROVIDE 3 SPARE SPRINKLERS AND WRENCH (FOR EACH TYPE) IN A METAL HEAD BOX (COORD LOC. W/ OWNER'S REP) ; ._. �I_t d.F.i' �i:��-r.7itil•��1'�(jr hl't"'r1>.'dCl� ,�;�,,�iC'{i3 S SEE RN CONSTRUCTION DETAIL ON SHT. FP -3 I x 4' CRU DIRECTIONAL. — SIDEVAL L HEAD FACING COLUMN s .!• _ t, ._.- 0 ia � 1 I 1 1 llp I I I I I 1 I F 4 i cp I i 5 F i I i i I 1 1 I c� (V I I 1 I I I GLOBAL FIRE ENGINEERING 7035 84TH STREET CIRCLE EAST BRADENTON.FL 34202 PHONEI (941) 758-2551 FAX; (941) 739-6383 E-MAIL, brfosterA. tenet INEW HANGAR AND UFFICEb, A VIONIC%.7 2839 FLIGHTLWE AVENUE ORLANDO SANFORD AIRPORT KEY PIAN REVISIONS Pio. DATE DESCRIPTION AIP No. 78A FDOT Project No.: 77000-3880 PREPARED BY: GLOBAL FIRE DRAWN BY: g, FOSTER CHECKED BY; GLOBAL FIRE ISSUEDATE: 4_16-99 DRAWING SCALE:- 1/g"'- 1 FT, DRAWING TITLE: FIDE SPRINKLER PLAN & ELERVATI,ONS 'Aoft DRAWINGNo: r,l FYI ,'' 'l't• '. 1. +111, �;, 1� a:, 1211 � Y. , V � 1 'L • t�..1 { ,F • r MN Am ' txOVgcRfnq,. iflArWPI • sywV}.wP•. urvrra r�� { ,; 1 u FIRST L I D -- b CORRIDOR 101 9'-11' AFF JANIIUK - 121 SPRINKLER HEAD CRITERIA MANUF. MODEL TYPE RESPONSE W ORF. NPT TEMP, FINISH SYMBOL QTY, COMMENTS CENTRAL A UPRIGHT STANDARD 6.1 17/32' 3/4' 266 BRASS ® 1 OR ED -PL CENTRAL H RECESSED PENDENT STANDARD 5.6 1/2' 1/2" 165 CHROME / CHROME ® 45 OR EGUPL jl I I I I SCH. 40 THR.X GR. STARTER 2' 2 t SCH 10 iv GROOVED p BRANCHLINES (� N (SEE MATERIAL NOTES ON FP -1l 6' CROSSMAIN RN DETAIL "A" SCH. 40 THR.X GR STARTER 2" I 2 zSCH. 10 GROOVED iv BRANCHLINES (SEE MATERIAL NOTES ON FP—D — r' 4' CROSSMAIN RN nRTATT, "-R" NTS NTS ® A NEM tf 1! Y TOTAL HEADS - 46 PROVIDE 3 SPARE SPRINKLERS AND WRENCH (FOR EACH TYPE) IN A METAL HEAD BOX (COORD LOC. W/ 0'001% S REP.) i�ic���� °ria I I & Asso'I --A , a -a AL a,►TTSg I ftinnas I smowamam `�:iiG�+ ;'��•°,f ;r`Gr'?,('j-; 1A� ��'rtF=;.� `ll:� ";/:� '.ti=i � - �.� * � _ _'� . w r PROJECT NORTH -- — - — - — - — - — - — - — --- - — - 7-- - 77 MD A-32 B-32 B -I 3 A-30 A-30 G A-30 A-32 A- 30 C3D I B-2 4 6 A-- 30 A-30 B-14,16, 18 I __J L fl, f _L� , VIIENIIZ� PC t--"- "j iL B-37,39,41 H L G, 1 jN4 3 r- WP L(A_1:5"_ T -iii 3 2 A -28 A -25 ga B CA F� A-28 j 661ME�` A-28 A 42 �'t ',A F F j! Iii 1I _. +(D 'A B-34 B 11 (D V 3 3 id! A-26 C,_ FTJ A-28 AH 'A IA -26 PANEL "C" A_- € �t# PANEL "B" 4r 1��, A-26 WP I! PANEL "A" t A-24 RE C, E ivi 1`14 i i 2 7 2,4 A-26 eq_u 4 A-26 ___t 24 cl - -1 _ _._ ll A (D B -6 -9 — - — --- - _71 rcu A-22 B-23 �-22 B-21 i 42"AFF o p R i r')o R, 42"AFF U ij B-19 -241 42"AFF A A-24 t5HC�rP B-17 I. "6FF Fid --A- 72- C-5,7 CD CID -7 B A-22 A-24 1�)42"AFF A-20�, A-22 Rt t I A-20 A-18 B-20,22,24 20 -20 fAice;ic� B-8,10,12 �_j A-20 -2 A-18 A-18 A-20 A -1 F3 Ht jANI C-1 4,16 -18 A-20 A - I 8 1 A B-42 I B-26,28,30 B-3 Ti i ,I I LnC2) F ILJJ t vw wpqpul 3 -25 B-25 t 8 BSGP -25 t METER p i q I [-A Q + 4 h W, T_9� Ii} IKT, CT CABINET MAIN DISCONNECT SE uNijr LuuR PLAN SCALE 1/811 = if -Off ELEC-FRICAL KEYED NOTES: DEDICATED QUAD APROX 48"AFF SURFACE MOUNTED ON STEEL PERLIN, 2 DISCONNECT FOR FUTURE EQUIPMENT RATED FOR 10 HP 3 PHASE, 3 10 HP DUPLEX AIR COMPRESSOR. 4 3' x 3' x 3/4" PLYWOOD TELEPHONE BACKBOARD FOR TELEPHONE COMPANY USE. STUB (2) YC. TO POINT AS DIRECTED By TELEPHONE COMPANY IN FIELD, z ST FL,"'R PLAN - P Flr, lik-) SCALE 1/8" = 11-011 PROJECT NORTH mt THE N E M E T H Y ARCHITECTS INCORPOPATED KEY PLAN E r 2 d -------------- 7 1 -4. -- — - — - — - — - — - — - — --- - — - 7-- - 77 MD A-32 B-32 B -I 3 A-30 A-30 G A-30 A-32 A- 30 C3D I B-2 4 6 A-- 30 A-30 B-14,16, 18 I __J L fl, f _L� , VIIENIIZ� PC t--"- "j iL B-37,39,41 H L G, 1 jN4 3 r- WP L(A_1:5"_ T -iii 3 2 A -28 A -25 ga B CA F� A-28 j 661ME�` A-28 A 42 �'t ',A F F j! Iii 1I _. +(D 'A B-34 B 11 (D V 3 3 id! A-26 C,_ FTJ A-28 AH 'A IA -26 PANEL "C" A_- € �t# PANEL "B" 4r 1��, A-26 WP I! PANEL "A" t A-24 RE C, E ivi 1`14 i i 2 7 2,4 A-26 eq_u 4 A-26 ___t 24 cl - -1 _ _._ ll A (D B -6 -9 — - — --- - _71 rcu A-22 B-23 �-22 B-21 i 42"AFF o p R i r')o R, 42"AFF U ij B-19 -241 42"AFF A A-24 t5HC�rP B-17 I. 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EXIT, EMERGEJJC'f AND NIGHT LIGHTS (NQ I-r:��6�.�t �'i'�i"sl�'i SHALL BE CONNECTED AHEAD Or ;WITCH. a0.- _ �� Fav or- 51pli ,"Or I : r;<<`,;' '4 ' ® . ��'+� �• r &d a RI ♦ Nr I 1 `I had• V p p 1 �' 1, it r;,.. ,'".,t , ' .' ' - , , - I ,Iii 1 :A;, f' - � � i lI I r+ �� ppm Ip . • -L %, ' , + 141 Y 4 57 1 r ,-f, 'i-�,l �_ • - ., V� CYPRESS LANDING pit. I.ONONYOOD, FL 327/8 , I " I HNI I= m . (�1O7y 774-3188 PHONE JOB NO: G92G11 , I „ , - ., . } , ppb WE M .0 p�T+�ly�� "Y �y� y� �7� g' BOW°�� y ;: :;,,, � - y 1. a,, WIC ' L _. � r^ I il.jw �ti:`,/ ! e Sa.J, °L�. `I''1,.-Js,LCGt�..rJ °�✓� V � :d - ' a - s r, .-I,r°•,� i '„ f ~a - I :�GVt✓4✓11� f0.PA1 &MsoCiPTgs,Y1+iGQlt➢gIN7` A '' tt. 0 p' - .. - - - _ - tea�araura . rl.cwmrw .,raw,mw unwawwara i 'r - .. , - - , m , r' e a' `r �p' r 1i. 11 , A Y , 1'� CIRCUIT BREAKER PANEL "All SERVICE: 120/208V, 3PH, 4W BUSS: 225A MLO &I.C. RATIN9:,' 22,000 SPACE$: 42HTG: SURFACE CKT 013 WIRE GOND GND LOAD DESCRIPTIQN PHA PH:B PH:C I --2-0/2 2# 10 3/4" .0,110 EXIT/EM/NICHT LIGHTS 1150 C IF A VIONICS 3 20/1 2#12 1/2" #12 RECEPTACLES 1150 5 20/2 2#10 3/4" # 10 EXIT/EIA/NIGHT LIGHTS 664 7 --- 2#12 1/2lk #12 RECEPTACLES 360 (3) 3 WAY 9 30/2' 2# 10 3/41, -#10 LIGHTING Cs1 1725 DUPLEX RECEPTACLE - MOUNTED 18" AFF TO CENTERLINE 11 20/1 2#12 1/2" #12 RECEPTACLES 1 �j 1725 13 30/2 2#10 3/4" #10 LIGHTING 0 1725 T 15 --- 2#12 --- --- 0 1725 17 20/2 2#10 3/4" #10 LIGHTING 0 No. r IDA*" E DESGRIPTIQN:,,�. 1150 19 --- --- - -1 -- ---- 1150 TYPICAL -- STUB 1" CONDUIT TO CEILING CAVITY SPACE. PROVIDE 21 20/2 2#10 3/4" #10 LIGHTING 1150 23 20/1 2#12 1/2" #12 J -BOX 1150 ,95 30/2 2#10 3/4" #10 LIGHTING 1725 RDS 27 20/1 ' 2#12 1/2" 9'#12 TELE, RECEPTACLES TELEVISION OUTLET - MOUNTED 18" AFF TO C.L. U.N.O. 1725 I&3) UI D AT E: 29 30/2 2#10 3/4" -#10 LIGHTING 2 GANG BOX WITH ONE GANG RING (TYPICAL). 1725 31 --- --- - --- --- 1725 Pj mErE'R 33 20/2 2#10 3/41, #10 EXTERIOR LIGHFING # 1125 35 --- --- --- y--- - - - - # 1125 157 20/2 2#10 3/4" #10 EXTERIOR LICKING # 1125 E L I E C'T R I C '00 P L�' 39 --- JUNCTION BOX --- --- # '1125 41 20/1 2#12 1/2" #12 LIGHTING 1530 2 20/1 2#12 1/2" #12 LIGHTING 1450 't 20/1 2# 12 1/21, #12 LIGHTING 1650 6 20/1 2#12 1/2" #12 LIGHTING NECESSARY SWITCH LEGS IN CONDUIT TO ACHIEVE SWITCHING 1620 (3 20/1 2#}12 1/2" #12 LIGHTING 750 10 20/1 2#12 1/2" #12 LIGHTING 1400 12 .20/1 2#12 1/2), 012 LIGHTING 1400 14 20/1 2#12 1/2" 012 LIGHTING 850 16 20/1 2##12 1/2" #12 LIGHTING 850 18 20/1, 2#12 1/2" #12 RECEPTACLES 1080 20 20/1 2#12 1/2" #12 RECEPTACLES 1080 22 20/1 2#12 1/2" #12 RECEPTACLES 900 �4 20/1 2#12 1/2" #12, RECEPTACLES '1080 J'6 20/1 2#12 '1/2" .#12 RECEPTACLES 1080 28 20/1 2#12 1/2" #12 RECEPTACLES 1080 30 20/1 2#12 1/2" #12 RECEPTACLES 1080 32 20/1 2#12 1/2" #12 RECEPTACLES 1080 34 20/1 2#12 1/2" #12 RECEPTACLES 1080 36 20/1 2#12 1/2" #12 RECEPTACLES 1080 36 20/1 2#12 1/2" #12 SPARE 360 40 20/1 SPARE 42 20/1 2#12 1 1/2" ISPARE 360 NOTES: TOTAL LOAD 16050 16685 '16895 PROVIDE BREAKER LOCK. TOTAL AMPS 134 139 141 0 -VIA CONTACTOR "Cl" CONTROLLED BY gfiiTCHES. VPA CONTACTOR %*" CONTROLLED BY PHOTOCELL. CIRCUIT BREAKER PANEL "all -3 BUSS: 400A MLO SERVICE: 120/208Vl 3PH, 4W A.I.C. RATING, 22,000 SPACES-. 42MTO: SURFACE CKT C, B WIRE COND GND LOAD DESCRIPTION PH:A PH 6 PH:C 1 20/1 2#12 1/2" #12 RECEPTACLES 360 C IF A VIONICS 3 20/1 2#12 1/2" #12 RECEPTACLES 360 5 20/1 2#12 1/2" #12 EWC 664 7 20/1 2#12 1/2lk #12 RECEPTACLES 360 (3) 3 WAY 4 20/1 2#12 1/21' #12 RECEPTACLES 360 DUPLEX RECEPTACLE - MOUNTED 18" AFF TO CENTERLINE 11 20/1 2#12 1/2" #12 RECEPTACLES 1 �j 360 1a 20/1 ',?# 12 1/2" #12 RECEPTACLES 360 T 1 15 20/1 2#12 1/2" #12 J -BOX 2000 17 20/1 2#12 1/2" #12 J -60X No. r IDA*" E DESGRIPTIQN:,,�. 2000 19 20/1 2#12 1/2" #12 J -BOX 2000 TYPICAL -- STUB 1" CONDUIT TO CEILING CAVITY SPACE. PROVIDE 21 20/1 2#12 1/2" '#12 i -BOX 2000 23 20/1 2#12 1/2" #12 J -BOX 2000 25 20/1 2#12 1/2" #12 WP CFI RECEPTACLES 1100 RDS 27 20/1 ' 2#12 1/2" 9'#12 TELE, RECEPTACLES TELEVISION OUTLET - MOUNTED 18" AFF TO C.L. U.N.O. 360 I&3) UI D AT E: 29 125/3 4#1 1-1/21' r #6 - PANEL G 2 GANG BOX WITH ONE GANG RING (TYPICAL). 6232 31 --- --- --- --- --- 9928 Pj mErE'R 33 --- 2#10 1/2" #10 CU -3 + 7732 35 --- --- D j SPACE 1602 37 60/3 3#6 1" #10 10 HP AIR COMPRESSOR 3864 E L I E C'T R I C '00 P L�' 39 --- JUNCTION BOX --- --- ---- 3864 41 --- --- ---- ,3864 2 60/3 3#6 ill #10 FUTURE 10 HP EQUIPMENT 5864 4 --- SPACE 3864 6 CONDUCTOR. ELECTRICAL CONTRACTOR SHALL PROVIDE J__ SPACE NECESSARY SWITCH LEGS IN CONDUIT TO ACHIEVE SWITCHING .3864 8 60/3 3#6 ill #10 FUTURE 10 HP EQUIPMENT 3864 10 --- NOTE: NOT ALL SYMBOLS MAY BE USED. 3864 12 --- --- ---- 3864 14 �)()/3 F 3#6 ill #10 FUTURE 10 HP EQUIPMENT 3864 16 --- --- ---- 3864 18 --- --- --- ---- 3864 20 60/3 3#6 #10 FUTURE 10 HP EQUIPMENT 3864 22 --- --- 3864 24 --- --- --- ---- 3864 26 60/3 3#6 1 #10 FUTURE 10 HP EQUIPMENT 3E164 28 --- 3864 30 --- --- --- - - - - - - - 3864 32 20/1 2#12 1/2" #12 RECEPTACLES 360 34 20/1 2#12 1/2" #12 RECEPTACLES 360 36 20/'-1 '2#12 1/2" #12 RECEPTACLES 360 38 20/1, 2#12 1/2" #12 RECEPTACLES 360 40 SPACE 42 0/1 2#12 1 1/2" RECEPTACLES 360 _112 TOTAL LOAD 37EI 12, 363561 35760 TOTAL AMPS J : !11 5F 3031, 298 777777717,7,�; 7' 4-# 1 & 1 -#6-Co IN 1-1/2" C. PANEL PANE? PANEL "A" 20OA/3P 40OA/3P I M a MC8 4-#3/0--THWN-CU 4-#500MCM-THWN-CU. 1--#6-CU OND I #3 -CU OND IN' 2-1/2". C. IN 3-1/2" C. METER 65,000 AIC '10'-0" IAAX. TAP 10'-0" MAX. TAP C CABINET 600 7 NE_�_ MA 3R Ln,2 _j '*x4' GUTTER1". 2 SETS OF Z__ I I)C.2 SETS OF /— 4-jI CU GND. - 3-#35OMC1M-THWN-CU. EACH SET IN 3" C. EACH SET IN 3-1/2" C. 1--#3/0-CU GND TO 5/8- X 8' CU CLAD ROD, C.W.P. REBAR NOTE: 2 SETS OF SYSTE)A TO PRO"ADE N UjL. SERIESp 3-#350MCM-THWN-CU. t, RAT�trj OF 650�0 XI.C. EACH SET IN 3" C. (UNDERGROUND TO POLE (9 STREET) ELECTRICAL RISER NTS I CIRCUIT BREAKER PANEL 5ERVIQ'E: 120/208V, 3PH, 4W BUSS: 125A MLO A.I.C. RATING: 22,000 SPACES: 24 MTG: SURFACE C7T CB WIRE COND ONO LOAD PH:A PH 6 PH:C 1 50/2 2#8 3/4" #10 -DESCRIPTION AHU- 1 4.214 C IF A VIONICS 3 --- --- --- --- ---- 4214 5 50/1, 2#8 3/4" #10 AHLI-2 4214 7 — --7- — ­ ___ — — — — 4214 (3) 3 WAY 9 25/2 2#10 1/2" #10 AHU-3 2018 DUPLEX RECEPTACLE - MOUNTED 18" AFF TO CENTERLINE 11 V ---- ---- 1 �j 2018 13 AI No. GROUND FAULT INTERRUPTING SPACE TBA T 15 `4 SPACE KEY PUkN 17 DOUBLE DUPLEX RECEPTACLE - MOUNTED 18" AFF TO CENTERLINE REVISIONS SPACE No. r IDA*" E DESGRIPTIQN:,,�. PREPA`ED BY: 19 I DATA OUTLET --MOUNTED 18" AFF TO C.L. U.N.O. RDS SPACE TYPICAL -- STUB 1" CONDUIT TO CEILING CAVITY SPACE. PROVIDE I> 1 9- GANG BOX WITH ONE GANG RING (TYPICAL). SPACE 23 RDS TELEPHONE OUTLET - MOUNTED 18" AFF TO C1. U.N.O. SPACE 2 60/2 2#8 Ill #10 CU -1 + 3224 RDS 4 --- I-_> TELEVISION OUTLET - MOUNTED 18" AFF TO C.L. U.N.O. .3224 I&3) UI D AT E: 6 60/2 2#8 1 #10 CU --2 + 2 GANG BOX WITH ONE GANG RING (TYPICAL). 3224 --- --- --- --- ---- 3224 Pj mErE'R 10 25/2 2#10 1/2" #10 CU -3 + 1602 12 --- --- D j DISCONNECT SWITCH 1602 14 20/2 2#12 1/2" #12 WATER HEATER 1500 E L I E C'T R I C '00 P L�' 16 JUNCTION BOX R? 1 1500 18 I 0C SPACE ELECTRICAL PANEL 20 SOLID LINE INDICATES EQUIPMENT ON COMMON CIRCUIT SPACE 22 Cay or, smm""opm SPACE 24 CONDUCTOR. ELECTRICAL CONTRACTOR SHALL PROVIDE J__ SPACE NECESSARY SWITCH LEGS IN CONDUIT TO ACHIEVE SWITCHING ____ — TOTAL LOAD 51928 7732 6232 + NON -CONCURRENT LOAD TOTAL AMPS 83L 64 52 A, r LIGHTING FIXTURE SCHEDULE HIGH BAY INDUSTRIAL LUMINAIRE ; FIXTURE TYPE "A" ABOLITE CHA2-10Q0MH-000-A'21-DL LUMENS 110000 LLF .8 ABOLITE LIGHTING-" CATALOG NUMBER: CHA2-1000-MH-000-A29I-DL 1.8 FILE NUMBER: ABO00066JES REPORT NUMBER: ffL39482 LAMPS = 1 LUMENS/LAMP = 115000 PHOTOMETRIC TYPE = I WATTS = 1000 AVERAGE fc 81.18 MAXIMUM fc 106 MINIMUM fc = 41 AVERAGE/MINIMUM = 1.98 11, MAXIMUM/MINIMUM = 2,59 CONTRACTOR SHALL PENDA11T MOUNT FIXTURES TYPE "A" AT 28'-0" 'AFF TO BOTTOM. PROVIDE SWIVEL PENDANT LDIGTHS AS REQUIRED. rl 2' x 4' RECESSED FLUORESCE14T. - FIXTURE TYPE --"B' A! RECESS FLUORESCENT TROFFER. -3 iAW, F3218, EUCIR01ir- 8JALLASTS, 0.125" THICK LENS MINIMUM, REGRESSED.AL�AUOUU 'WhITE DOOR FRAME. 1' 'x 4' 13URFACE FLUORESCENT -. F1X!1JiREE TYPE, SURFACE FLUORESCENT FIXIVREE, 2 t-AMPId. F -32T8, ELECTRDNIC BALLASTS, 0.125" THICK LENS MINIMUM, REGRESSED ALVU20JJA WHITE DICAR F?AkAr'-. T I' x 8' ;NDUSTRIAL FLUORESCE UT F)X%PE_ TYPE INDUSTRIAL FLUORESCENT FIXTURE, 2 LAJJP. F96T8, ELECTRONIC BALLASTS, WIRE GUARD, PORCELAIN FINISH, 10% UPLIGHT. . en NOTE: CONTRACTOR SHALL CHAIN HANG FIXTURES ft?t- AT W-10" AFF To BOTTOM. PROVIDE CHAIN LENGTHS AS REQUIRED. H.I.D. WALL PACK : FIXTURE TYPE "E" SURFACE WALL PACK FIXTURE, I LAMP, 4()Ud U-tTAL WkLIDE, HIGH POWER FACTOR BALLAST, DARK BRONZE FINISH. NOTE: CONTRACTOR SHALL WALL MOUNT FIXTURES TYPE "E" AT 20'-0" AFF TO BOTTOM EXCEPT OVER HANGAR DOOR AT 22'--0' AFF TO BOTTOM, EXIT SIGN : FIXTURE TYPE "X* EMERGENCY BATTERY TYPE EXIT SIGN, . LED LAUP, KG) STENCIL' FACE, WHITE POLYCARBONATE HOUSING, UNIVERSAL ARRrJOS A�'0 MOUNTING. BATTERY LIGHTING UNIT I. FIXTURE TYPE,,-F�J- EMERGENCY BATTERY TYPE LIGHTING UNIT, IAL**S UNIT, WHITE P(X:(CARBONATE HOUSING. GENERAL LIGHTING N0TrES',-!-l-.__ 1. EMERGENCY' FIXTURES TO BE PROVIDED :411A IiTEGRAL EMERGENCY BATTERY BACK -Up. 2. EMERGENCY FIXTURB SHALL BE CONNEerW TO CONSTANT'NORMAIL ROOM LIGHTING BRANCH CIRCUIT OF AREA SERVED (i,e, * LOAD' SIDE OF 8fiEM.ER, LINE SIDE OF AYf S'0flTrHNG/CONTRO,LU1NQ DEVICES). 3. "OU" FIXTURES SHALL BE WALL MQUNTE15 +7* -6- AFF TO TOP, ELECTRICAL SIDECIFICATIONS 1 Drawings ai^e­'.diagr'ammatic. grid shall not be scaled. Refer to architectural plans' and,e�eivotions for -,Y,6Qt location of rill equipment. Electrical contractor shall furni , sh- 'Iirid install, ­ all: 'iterns required for u complete and acceptable working installtilion. 2. All work shall comply, with -the latest edition of the National Electrical Code and shall comply with rill local rules and ordinances having jurisdiction. 3. Minimurn wire size shall, be #12 awg. Unless otherwise noted all conductors shall be copper with THWN or THHN insulation, 4. All material shaill be new and. t)ear the Underwrites Label (U1.) where applicable. 5. The electrical system shall be completely and effectively grounded as required in Article 250 of the National Electrical Code. 6, The electrical, telephone, and cable television installations shall meet all requirements by the local utility companies. 7. All disconnect switches shall be rated for 100,000 A.I.C. unless otherwise noted. All fuses shrill be rated for 200,000 A,I.C. and shall be Current limiting. 8. All electrical switchgear shall be by Square D, ITE, or Challenger. Substitutes must be approved by the engineer. 9. Outlet boxes shall be pressed steel in dry locations. Plastic boxes may be used in lieu of the steel box where permitted by local codes. In damp or wet locations boxes, shall be'rnade from cast alloy with threaded hubs. Special enclosures are required for other classified areas. 10. Separate wire and conduit system may be substituted with factory fabricated assembly of insulated conductors in a flexible metallic enclosure, where permitted by local codes. 11. Motor starters shall be manual or magnetic with overload relays in each hot leg. It shall be the electrical controctgr to provide all starters where required. 12. Furnish and install disconnect switches, over current protection, and wiring for the air conditioning system as per manufacturer recommendations. Controls are to be supplied by the air conditioning contractor and connected by the electrical contractor, 13. All work, shall be performed by a licensed electrical contracor in a first class workmanlike manner. The complete system shall be fully operative and accepted by the engineer or architect. 14. All work, shall be coordinated with other trades to avoid interference with the progress of construction.. 15. The electrical contractor sh-all guarantee all materials and workman -ship free from defects for a period of not less than, (1) one year from the date of acceptance. Correction of any defects shall be completed without additional charge and shall include replacement or repair of any other phase of the installation which may have been damaged thereby, 16. All required insurance shall be provided f9r protection against public Iiclbility or property damage for the duration of the work. tl h�t� ��+� ?�, i 1iY a an &V, WTI v� DRAWING No.: (131,4S'T INK 16 C'rPRESS LANDING DR. LONGWOOD, Ft. 32779 1. (407) 774-3188 PHO14E JOB NO,. 0922 .14 ' BLANKENS HIP' BOM N EVEJ H Y U0 CA "'ORPORATED ARCHITECTS, 1a '9 ,ING­ Archtwis Fj �M!� -j NEIN HANKGAR' A I ID F Fm I C` E` ELECT -R I CRE SYMBUES C IF A VIONICS "ZI `'�' 2839 FLIGHTLINE AVENUE ORLANDO SANFORD AIRPORT • SINGLE POLE TOGGLE SWITCH MOUNTED 42" AFF TO CENTERLINE UNLESS OTHERWISE NOTED (3) 3 WAY DUPLEX RECEPTACLE - MOUNTED 18" AFF TO CENTERLINE V 1 �j UNLESS NOTED OTHERWISE lip AI No. GROUND FAULT INTERRUPTING TBA T �GFI) DED) DEDICATED CIRCUIT `4 (WP) WEATHERPROOF (I6) ISOLATED GROUND KEY PUkN 4 DOUBLE DUPLEX RECEPTACLE - MOUNTED 18" AFF TO CENTERLINE REVISIONS No. r IDA*" E DESGRIPTIQN:,,�. v� DRAWING No.: (131,4S'T INK 16 C'rPRESS LANDING DR. LONGWOOD, Ft. 32779 1. (407) 774-3188 PHO14E JOB NO,. 0922 .14 ' BLANKENS HIP' BOM N EVEJ H Y U0 CA "'ORPORATED ARCHITECTS, 1a '9 ,ING­ Archtwis Fj �M!� ELECT -R I CRE SYMBUES "ZI `'�' • SINGLE POLE TOGGLE SWITCH MOUNTED 42" AFF TO CENTERLINE UNLESS OTHERWISE NOTED (3) 3 WAY DUPLEX RECEPTACLE - MOUNTED 18" AFF TO CENTERLINE UNLESS NOTED OTHERWISE AI No. GROUND FAULT INTERRUPTING TBA �GFI) DED) DEDICATED CIRCUIT `4 (WP) WEATHERPROOF (I6) ISOLATED GROUND FDOT Project No.: '77000--3880 4 DOUBLE DUPLEX RECEPTACLE - MOUNTED 18" AFF TO CENTERLINE UNLESS NOTED OTHERWISE PREPA`ED BY: I DATA OUTLET --MOUNTED 18" AFF TO C.L. U.N.O. RDS TYPICAL -- STUB 1" CONDUIT TO CEILING CAVITY SPACE. PROVIDE 9- GANG BOX WITH ONE GANG RING (TYPICAL). DRAWN BY: RDS TELEPHONE OUTLET - MOUNTED 18" AFF TO C1. U.N.O. TYPICAL - STUB 1" CONDUIT TO CEILING CAVITY SPACE. PROVIDE CHE('jKED BY: 2 GANG BOX WITH ONE GANG RING (TYPICAL). RDS I-_> TELEVISION OUTLET - MOUNTED 18" AFF TO C.L. U.N.O. I&3) UI D AT E: 'TYPICAL - s-rljB 1" CONDUIT TO CEILING CAVITY SPACE. PROVIDE 4-28-99 2 GANG BOX WITH ONE GANG RING (TYPICAL). DRAWING Pj mErE'R SSOCALE: AS NOTED MOTOR DRAWING TITLE: D j DISCONNECT SWITCH DUCT SMOKE DETECTOR E L I E C'T R I C '00 P L�' JUNCTION BOX R? 1 EQUIPMENT CONNEr 'TION, UvIdEDULES I 0C ELECTRICAL PANEL SOLID LINE INDICATES EQUIPMENT ON COMMON CIRCUIT AND/OR CONTROLLED BY COMMON SWITCH. EACH CIRCUIT S� ALL AND Cay or, smm""opm CONSIST OF A PHASE CONDUCTOR, NEUTRAL GROUND CONDUCTOR. ELECTRICAL CONTRACTOR SHALL PROVIDE NECESSARY SWITCH LEGS IN CONDUIT TO ACHIEVE SWITCHING INDICATED ON PLANS. NOTE: NOT ALL SYMBOLS MAY BE USED. v� DRAWING No.: (131,4S'T INK 16 C'rPRESS LANDING DR. LONGWOOD, Ft. 32779 1. (407) 774-3188 PHO14E JOB NO,. 0922 .14 ' BLANKENS HIP' BOM N EVEJ H Y U0 CA "'ORPORATED ARCHITECTS, 1a '9 ,ING­ Archtwis Fj �M!� ..................... .1 ..................... RNAL INSPUG1101,1 IREQUIRED, SANFORD BUILDING DEPT THF -SE PLANS ARE REV]r--It) AND CONDITIONALLY AC;(--EPI'E(,) FOR FI[FRMIT, A PEF4fVIITIS5UED -SHAI-t- BE CONSTRUED TO OW A LtCEN:•UTO PnOCEED WITH THE 4kjoF2K AND NOT AS AUTHONITY TQ) VIOLATL, CANCEL. ALTER, n -R ET ANY Or-' THE NOR!�MAU- ' v U C I I S 5 U A N C 1� C.) (' A R P', V R N T 0 -1 11.. ) N G DEPT FROM A CORREC- TION OF LRRORS ON tllL I'L.AN'A; F.70N;rHUCTION (-)RZ OTHER ViOLAJIONS Qr= THE "FINIS HED FLOOR El 10 N S" Must rneet city codes for finished ifoor / slab elevations or provide elev'O''tions approve(J by city • etwginee?,ft dept. fog -subdivision prevent flooding eleviii 64,20 MIJUT, !ui,-, i t") FAS'C' OF MOT MEET FL0RH',.)A' AC " C'E'E'SMILITY CODES MUST MEET FLORIDA E N E R C Y