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HomeMy WebLinkAbout2789 Flightline Ave 99-3415 new metal bldgSUBDIVISION: ZONE 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 PERMIT # =� r/3 LOT NO. JOB �1-����1 6* BLOCK: SECTION: COST $ / r/)Z%/ CX/ SQUARE FEET: 1113 FEE $. STATE NO, FEE $ FEE $ 110) FEE $• nkj iyll= OCCUPANCY CLASS: INSPECTIONS TYPE DATE OK REJECT BY FEE $ ENERGY SECT. f . lr.) _ ��F�F.� 1:�'l ec t - EPI: Co —A, 0 ee . 5� j4r�-) CERTIFICATE OF OCCUPANCY DATE: ISSUED # L A m A&f) DATE: FINAL DATE 40 cti A 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 CkU.9 UNDER S/D�,rlK 0 L. 544 4) "t- vr% (i ",w 'UT AND CONN 0 r SAW( "A V) 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 SLABO SEE STRUCTURAL DRAWINGS 144: R \10 1.1 " , ---------- ---- -------------------------------------------------- f, V!pf , 1XIST d L® 55 o" 61' CUR LEAVE THIS AREA UNPAVED Y) E L 0,1-5-o 0 q 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;lIS T. \,r). FENCE 0 LEASE UNE) m ;114� SObDED, BERM' X. 12m- t\ APriffl e t:— �v V), 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,, Inc, 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. 01SIVR8ED AREAS TO 8E GRASSE0 OR SO EXCEPT VARIES AREASDEN07'E0 AS "UNPAVEIr ON THIS PLAN. ' 0.50IN J. 5'EE LANDSCAPE PLAS FOR ADDITIONAL SITE FAILS. Ti IE t W'NSPWT SHALL 13E CONNECrED TO A 60 v If 4. WI LL SS" IT )PI'ING SoHABE INS TALLE-D. TH PVC PIPE. A 64 TO 3" "CKA APPROPRIArE ELWWS, TO ALLOW THE INSTALLATION OF THE IVIO P`II,,C PIPES UNDER rHE SIDEWALK. PVC PIFIES UNDER SID-1YAL L A I` TYPE S-111 ACSC IMIGE INTO THE PAMING AfIEA. 12" SUBBASE COMPACTED TO 95Y.. I-, !j! 5HALL t1AVE h)SjhVf 0.50 6" SOIL CEMENT BASE MAX, D—N /TY AASHT 0 6141 ` TYPICAL EMENT SECTION t"I'AV t .6�' Hip "Tj NOTE: USE IN UNPAVED AREA ONLY -0 THE H TB T EA ! I If T i Y Second Poor Fire Alarm Pane Scale 1/8"=1' North F-irsZ" r [oor- Fire ��arm Pane Scale 1/8"=1' North a � e P° Eire Alarm 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 Second Poor Fire Alarm Pane Scale 1/8"=1' North F-irsZ" r [oor- Fire ��arm Pane Scale 1/8"=1' North a � e P° Eire Alarm 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 E O / 1 > Q < C r n V J 0 a� 4- (7) ) 0 00 N N L Q O 0 Q) d 0 O N o F— rL CL p O ` ® o Im L U a w Q0 o o Q) S z o0 r®j r � 0 0 .00 d N ICI L0 Ln ct' O Q) C� �9 Q) U PROJECT NO: 13462 DRAWN BY A.S.O. SCALE: NONE DATE: 4/25/00 SHEET 1 of 1 SHEET NUMBER FA- 1 { • r. a �i 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 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 '(;-iE BUILDING DEPT FROM THEREAFTER REQUIRING A CORREC- TION OF ERRORS ON THE PLANS, CONSTRUCTION OR OTH_IR V!{OL,it'i= T. #w - PLANS I9 CITY OF Ja IC)P" , I { pIm Ing, I h K 1 p 9 s 1. . p i p q, s 1 s p i # v t p , i I� i . � i DIMENSION �- 1 _8. (OFF EDGE OF SLAB) DUCTILE IRON SIZE: ' 6. CLASS: DR-50 ,t " J. . FIRE PROTECTION SITE PLAN FOR : DRA`CLIC REF- ERENCE SEE CIVIL, UTILITY PLANS FOR UNDERGROUND MAINS - ; AND . -CONSTRUCTION _ CTION DETAILS L �r SCALE; 1' = 60 FEET .., . i GENERA FIRE PROTECTION L _ _ PIPE SUP. T TYPE T PESPP�T T� PE S� APEREVIATIC�N LEGEND NOTES AND SPECIFICATIONS do PIPE TRAPEZE USING TBC S 44 RING HGRS. PURLIN ATTACHMENT W TBC & RING HGR 1 GE�^+_Rf� PRO.�_,.T S�OPE. 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 ADJ❑INING SH�JP/l]r FICE '13-C UL LISTED TOP BEAM CLAMP L - CENTERLINE ;p AREAS. AS SHOWN QN THE PLAN. SPRINKLER PR❑TECTION IS BEING PR❑VIDED FOR ' THE ENTIRE BUILDING. W/ LOCK NUT A F F - A ❑ V FINISH R ABOVE I S. FLOOR O D j T H R .'CAP - THREADED CAP 2. DESIGN CRITERIA; .THE,:, YST.EM... IAS BEEN. DESIGNED IN ACCORDANCE WITH GR: CAP - GR❑OVED CAP - NFPA:1.8' (994 EDJ F❑R 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 CALCU! AT, THE3$I L'';STQR G�R_EFl;IN,THE MEZZANINE IS CErtSIDERED AN OKDit 3 s 7 �IGR 4R 1;-,OCCUP.FiL CY 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 A AI I. FIRE PROTECTION EQUIPMENT AND MATERIALS SHALL BE ULak;ISTED WHI N�APPLICABL�J= ;w - - T T - THREAD T ❑ THREAD DIMENSION M E N S I ❑ N a ALL SCREVE D FITTINGS ARE TO BE CLASS 125 CAST IR❑N OR CLASS 150 MALLEABLE IRON. !. INVERTED C-CLAMP, — CAD PLATED' FERROUS ALL -THREAD ROD �^ SEE MINIMUM SIZE REQUIREMENTS BELOW TOR TOP OF RISER �! B ❑ R - B ❑ T T ❑ M ❑ F RISER r r � '��' C rxi'I.1Q`/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 SF 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 TO 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 - FLOOR PIPE CENTERLINE D DISTANCE � �, � � ._ F� AL_I_D SLr'"R _O � AMcRICAN TUBE DYNA-FL❑W 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 F HE IRE S+`RI#,�C__rR CONTRACTOR SHALL PREPARE A CUT SHEET PACKAGE FOR SUBMITTAL TO THE ENGINEER AND TO THr AUTH❑PITY HAVING JURISDICTI❑N 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-THRc 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 - g 0 C CLASS 200 U N ❑ T . r p r F REQUIREMENTS BELO4! _ __ 5 TIE FIRE PROTECTION ENGINES ❑F RECORD 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. ,_ _ _ THE 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 ANTICIPATED THAT ` XTEN VF COORDINATION � r JE TI. D E c SI _ ❑❑RD NATION WILL BE REQUIRED ,r 2V2 . CLEVIS TYPE GPM _ G L ❑ N S PER M I U T VITH TNT F?Nf_ TRUSS DRAWINGS -AND HVAC SHOP DRAWINGS. FOR PIPE SIZES A L N E 1, r� �+ r� RPM - REVOLUTIONS PER MINUTE :r DIt'_NSI S SHOWN IN THIS PLAN SET ARE SHOWN CENTER TO CENTER FOR. ALL PIPE. ' OVER 2�/2 (TYP) STANDARD TRENCH DE DETAIL TEE _ TEE FITTING ( ? i"r c r1 dTRAaCT IS RFSP❑NSIBLF FOR FOLLOWING ALL APPLICABLE PIPE F L G . - FLANGE ` REtOMJIREf''cNTS CF Nw PA 13 (1994) AND NFPA 24 (1995). + TH - TRAPESE:HANGER r 8 HYDROSTATIC TESTR6 OF THE ENTIRE SYSTEM SHALL BE REQUIRED. THE FINISHED FILL GRADE W ❑ - WELDED OUTLET -ITRACTOft? L Br REQUiREO TO 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 IF 2 .H❑URS IN ACCORDANCE WITH NFPA 13 AND 24. RN - RISER NIPPLE 9, A ,t It;AI_" �Ic ER OF SPRINKERS MAY BE NEEDED T❑ CORRECT OBSTRUCTED M__t1DITIONS DES TO RIB 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 [IF $ 120,00 PER HEAD FOR SUCH ADDITI❑NS. 1—II _ UNDER ALL PAVING. CIF CUT IN F I E L D r -QUIRE A CONNECTION TO THE T „ n la Try SYSTEMS ST* 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 ° �rl� r C�i`NISr{ 7P.c SPr2II`uCL E R C❑NTRACTOR dITH A COPY OF HIS LICENSE SHOWING e � �g — OF 36 INCH COVER, HIS LEGS RIGHT T❑ 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 THE R(II FC FIF THE UATF FTPF MARCHAI Tta 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 L WREN H S i. FIRE LI B G E FINISH GRADE ._ 120 V IRE �0 ALA M BELL R a _- II = ON OUTSIDE i amtu uIu u"N' WALL NEAR � . . • r- T . UC ILE IRON RISER 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 Ern IAl w/ rl iAr,Fs 1-1T�T FIRE PROTECTION WATER SUPPLIES Q PUBLIU 0 PUBLIC + PUMP 0FIRE PUMP M OTHER, LC11'iES{ S7ATIUZBs...< ° FLf� r11C�QTDAl_ r Sj1'''jj ((''��t,y• �-IURCE OF. TEST: r;I:I�on^ITrI—T~'��TAITtv11.IM CI. f-II/ (`r'1AITYT:Tr175IS'�. BATE QF TEST) 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 tr �1;: -RECESSED P GE S6D E G6 T_ Ahl R , S DA f� 5.6 1 2 1 f 2 I6 C q �E G N1� / !� 5 C2 TH, :. 77 _ , , 77 _. _ r -ems _.. -- 6_ =_ u PR Ulr SPfi1Z PRINICL R s 4f _ . t o FG, FY • _I1�F F�. h1 T 4 ° L � ' ' ERr R' R P. I A�1D, 1gNC 1? _ lam) _ Ail BqX .. D . qC . NE S 9 _ C1gR t fi P a . , - r n. r.. i 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 SLED SHALL B CONSTRUED TO 8c A UCE-JI)SE TO PROCEED WITH THE WORK ANL NOT AS <iUTHORITY TO VIOLATE, CANCEL, AL -TER. (),� sr r ¢SIItDE ANY 01- THE PROVISIONS Of` THI TE' CHNIC AI_ J'DcS, NOR °:;HALL ISSUANCE. OF A PERMIT PREVE;N- TIE E31JIL.DING DV:r-T €pFCCI.i 'rl-!Ma —AFTCR REQUIRING, A CORRFC- 7Is3NT{�Or cmmop w4 'rHE PLYANS, Cl)A'Ir�`i`RUCTION € R OTHER VIOLATIONS Or THE CODC;- S. s ti ik. A 'I i I SANFORD BUILDING JLPT. THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT. A PERMIT !S SLED SHALL B CONSTRUED TO 8c A UCE-JI)SE TO PROCEED WITH THE WORK ANL NOT AS <iUTHORITY TO VIOLATE, CANCEL, AL -TER. (),� sr r ¢SIItDE ANY 01- THE PROVISIONS Of` THI TE' CHNIC AI_ J'DcS, NOR °:;HALL ISSUANCE. OF A PERMIT PREVE;N- TIE E31JIL.DING DV:r-T €pFCCI.i 'rl-!Ma —AFTCR REQUIRING, A CORRFC- 7Is3NT{�Or cmmop w4 'rHE PLYANS, Cl)A'Ir�`i`RUCTION € R OTHER VIOLATIONS Or THE CODC;- S. s f j t . r 4 t Is f fl i a PROJECT LOCATION PLAN FF1 AR AND 0 c NEW HA��N. m ME AdPMMM -sV-11v Aa ERAND, v - S°W } 8 R MAIN.J RtY.. QU9u 3'%`.`e i Hff C. ITTA E , -- E-" ' ate', rd z�_e•. mmuh Ell AT • �=ice'' � iC S � G'� �a _ �i �'��.9 �?�� ?:�.� r , amp .,,✓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 5-827588A2.1 FIRST FLOOR PLAN on A2.2 SECOND FLOOR PLAN INTERIOR ELEVATIIONS & DETAILS r "l A3.1 EXTERIOR ELEVATIONS & BUILDING SECTION I �y o Fu%j I almo A3.2 EXTERIOR ELEVATIONS, BUILDING WALL SECTIONS A3.3 EXTERIOR ELEVATIONS, BUILDING & WALL SECTIONS A3.4 WALL SECTIONS:^ A4 ROOF PLAN .,. ;. A5 OPENING SCHEDULE & DETAILS A6 OPENING DETAILS ' 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 S., `GLENN MEMBER MARTIN "MRTY" W. HERBENAR MEMBER CLYDE H. "ROBBIC`,ROBERTSON, JR. - MEMBER VICTOR D. WHITE �­E:XECUTIVE -DIRECTOR ✓;s� II E WHE.7. -30 IETON r-C'[FECTS Am r% OCIATES, NCORPORATED INCORPORATE U Ass : I ' 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 PLUM 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 : : t t + •. y; , i I , .3 a , NEW HANGAR , ..:standards.and • .. \ _. Sanford with, Cl of S :con arm. w l construction. to f Sanford! : _ �- iv re tra,n - cou II,_ s-.' I ;;.and 1n ,411 water main flit s' o es. s i .ts. ` .. � _ nerai those materials .r . Iced :::for � tnstalll : ,the . 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 PY lO.- Sedlmen Basins (lQ4 fi.47) . a . , w re designed to the Engineer certifies that all roadways e g The Eng,n .Y c/osslflcotlon established b}! IY .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 City of Sanford an d the applicable,' s �Y tY .. ,, . , _ - r �., _ . n M nual of Uniform Standards for Department.of Trans rtotio o Florida be , Pv t n and -Maintenance far Streets and Highways. Design, Construe to . - ; . ;,,: .- - : ,,.,_ . _ , .. ,.. -: ,. . � - ! T F lO.T! Rod and Traffic Desl n, Standords fbooKlet dated �, • : . 9 - - Berms 1 6.4.OI `. , . xistt road The Contractor shall coordinate all work within e ng r l9 41.t used for drainage 'structures. ; , x !3.® Baled tray or Straw (104-6.4JC1 .. - Sanford. Prior to commencing construction r! trt-of w s with the City of ` So 9 9 ay Sanford Air r t - , . CE A VTON C, .. , , . _... rlando ! nisei the O Po !n the R.O. W the contractor wJ l co .. , , _ �.; '.. , _- „�� .. . - ,�-,_ �: � x. r I/t Fences .and Stoked Silt Bowlers U04-6.4JIi to coo rdinate work 2. A co of the Soli E laser s_. Report,, Will be provided •to this. Controdoe . P� n9 Po , •.. 4. - t contractor to acquire the /t will be the responsibility of the C q 1 rtlf ' c m Je ion of o// cam ctlon a .. : Contractors Sall Engineer sha I ca y o P t :. x Floating Silt C3orrlers (/04 6.4.I21 ' H INV AVENUE ; �h' ��� �, ` - _ control Rl ht Of W Perm/t(sl and provide for the safety and con o/ , necessary g crY roadway construction! vY .: U R %� ��1�®R �lR�RT g construction.vf local traffic durin .: �• 16ERemove temparorerosion control features(F.D.O.T. Section r / 4- ) O 6.5 - It will be the res nslbli of the Contractorto insure hot all 17.X Maintainwent and temporary erosion 'control features permanent required permits ore obtained aid IN before beginning any 23. All Reinforced Concrete F'Ipe 'IR.C.P.I shgi! be minimum ,Class lIl. (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 lhorizontol & y n9 24. All excavations within l0 feet of `the trcivelled °roadway must be ffffe abatement. In Its final for the design meets or :exceeds I d 'f on, on or a , f, t : ANKEHIP LF , " . r a - " E - - WCOR _ r _a , i — — ___ - — - - __ - — - -1 __ I - I- __ ___ ___ - ,---,--- � ------- _ __ - ______ __1 2­.- - - -1. - � - - ___ - __­_ __ ___ - -------- ___ — ___ - - __ - � I __ - __ - � � - - �� 7 - ___ - - - - I - — -,-- -1 - I - - - — -, __ - � - — - - ___ � _ __ _ - -,. __ - � . . -1 � f . � � , I � �_�,�,�, ��,�,-,: � . I 11 � 11 I I I I I . : 1, . - I I I � � tm � � . I , I I I 1. ", '�,-_ - , I I I � � � � � " t/ , I \ %-I �j - - -_ -1 , , I ,;. I I , � , � I . � � I � � . I I I � �,_ I I -,\ . I , -, I , , ;, ': , - - I \­� I _� , � �.;,, %,­ . "''., i I I , I � I I I I -:. . 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P,P- - _ ' • ss - - - - _ � V _} y l T H t �� ia4 t� f F per,. r .-I !,Vi yf "Spa r 1 t « Y �- , I I E y XX FLIGHT LINE AVENUE � , ;.;. - r V7 7 _ t_ , ..- _, _ _rye I , GLE OUT � • ";,. ;`,yj/,. r, � ;1 > -- - - x - .g v ORLAN SANE OR AIRP R i f.. j A,t J CET F; - 0 ,�O ,:` ,'1, �' ,-�_ �� 1:• t r r - -ram:' , _ TIE INTO EXISTING METER ' I, PV WA ERj i t - :'�t4'� �.r ... :' _ •'' ' �!° + �r�' t: ; �{ r TIE INTO EXISTING STORM 'DRAM ,PIPE` WITH _ SCALE IEEE % RV lOE LI E 1, i. r J , ,_7 64FIRE PROTECTION LINE = I tJ�,t�: T t A, P�ILLUTANT SEPARATOR, TYPE BASIN tAWNA C' CR IS, ,30" MIN® { _J -_ _ __ - --'L ---- _- t �r =_ _ -- - � -- f J hC. � D♦EPT�'H DEL GRADE �/ ---- - _ --- - - - -__ ------ . _ i ' ® AL is J +. « ,t ,' ,` %- �'',. .�J' j� tt! 7 7(!j f }_ / / f �� I i� j �r`, e ` �� ! !!i (- / , r_' _ - .,�¢ S 7 7,J+'�`,,t ,(,j 1 r-�• ~ - , 1tV r1 FYIbYI ; ! - T _ • ,-1, ; ­- '', - �7-- --- -- ANIT �f;,:' 'r CONSTRUCT" U°. I = -1, 3 �' 6N �yy+ S{ fly % r p/ E :ep�w L 9 l / +{ D '� V ® �r t I TH �b®d b�EA/VOUTod !y�l�i gi_� _N 1f I �- /.,V '- -•, :.. }[; \\ 7" ;PING LATERAL 0 /.O� - , • �, d 7_ �► l'� ,- - . ,I- I��(- I-t� " " 4/ ® ', - -- -- -- -------�----_•---------- ' ' ----- ---`-' �... _ � %Ct�' E_. I �• I - j,�y ' /P _ , - \., . I -. 1 :-1,!%l �'y jr._-._._...... f-. j-�' , - - - i 1 ir� 'f>'� I _ram} r , „ - � t 11 -err '�1_ , jl r_ r-) ,_0 71 T TO OF TRENCH: DRAIN . - - } � � - - , D L. .f__ _., ;� ' _. rt�f 1 , �.J . L:� } r . AT' OUTFACE PIPE ..EL'o 53. S t` e- 11 ,r _ L- � -:' `CHECi� V L E'MBLY - - --'�-' t �; ti : P ;� i i - t - r I !, - �, r ). y - . , r ;' NEW H 'I C AVIO ICS ... - MH _ -- ___ _ ____ _.__,._.____.____._____._____._.-- _�X11.._ _ 1 I i 1 II! - - _ _ - (3 [It �0J i i - F ❑ I I I- F. - - F1 t { ; Q_ ; `ri-i E - . . _ 1, _ _ __ - _-- o - 4 - _! L! ' 1 :. TO REM + VED -\ - I--_ L) O HERS � � k , PROPOSED ,-- INSTALL WITH C - O LOCATION OF _r _ t, if - �, S T - tit A1H . t ,�� r ' ¢-,fr} r OUT AN 8 x RE CE • . � � - - �hlil; .49. 0 t0/1 ' NEW P ER L,7 - ,_ . - ) - " POLE ` i�/�I tt�r`l-', `,. -i, -- - r . m *Z �}�=. 5*, ;,1- .J,, r I � �> ��1 KEY PLAN , ® - -- '- ---_I - -- 't r_ 1( �rl �,j' 1 / (F �1 ` C ; h r 2 -01 P C C DU S RE i := -- -L-----------_.__I� l: _ - - -- fi - ' BURIED FROM PROP ® POLE i 1 _._. -- . 1 _ . ; V I 1 C7N5 ° LOCATION O BL !F0 ELEC. AND TELEP 0NE1 1 ' ; (�F � . _41, a _� t' r `,, s �' % N®® ®ATE �ESCRI P Tl(iN: ` - _- ij�t `r L.�> r-��.-i �i _ - _ %` "_J fjr - - - `�,it_ j-� °t; � , ,� I I-li. . I I , �_ . I k-------A-----;t- - I . - - 1. I I � I ., � -.- _. � ., .,.,� \ / : / - I li I �it, ", :,'� , ,,i"4 -, ' a` �. b f I -L, t ; . I " " � ­, ,__ -�� , : 1. - - I . -- I 7 "" ", ,,,�t­,'l '', - I . _1",-: I ! I ]i,. , 1-­. � ", ,, , 12. I � I_ � ;,,�, " �,t_ 11. - I i _ 1. - .- 1, - - -4 - . I : ,, ... t �[I I 1 _ •'- I - f r - , r 1h i �_ ,r. J;,} _ 9>E,i,A,!;f c _ " ! PD0T WPI NO®. ,pr; o I i v' PREPARED BY® - ,1,r;,> > 1.I 1_ - a C7�'A�N BY: � - I �� j Cal ECKED BY ; r �--I . i - -- - __-_ h j i" , . I . / - 11 E DA %E (yy/V/V""JJ�� ' r CRAW lNG SCALE : l" =(�' 1 . - - t - � � "� DRAWING TI TLE® ; I V x z;-1 .1�,�'1*-v NOTES ° I ,, LA -I ,I �' '#. ` I.- , EXISTING' UNDERGROUND tlTiUTiES ; E ` SHOWN USING THE BEST INFORMATION AVAILAB H EVER T IL . � . � �.- I-.. 1I I �; � ­,_,­ -I-1- �, I -I,1 - , 1 - .t -- - . ' �. -I _� I I Pu ' I� �I' I I ..' NO GUARANTEE_ -IS MADE THAT. ALL UTIUTIES E SH N OR THAT THEIR L ATIONS E A URATE.I � I. �II ' - '�1I-1 I,1 II -"1- -,,� �, : ��I.�" "-- : .,,_1'1t—,14.I I�I ,:_l"� -.�, ",'- •` F" At ; .* . CONTRACTOR 'SHALL:• -CONTACT THE FLORI,DA STATE ONE®CALL. CENTER D THE CITY OF S FORD UT/UTY T- y� . . , " • � 't, a N - I '-,, '�,I '�," � ,II �,, ",­_��,.. ­� , - - t }�a,° DEP TMENT -FOR, UTIUTY - LOCATIONS BEFORE PERFORMING EXCAVATIONS. ITEMS TO BE DEMOLISHED _ : ' ,"; ,• , ;_.: ` F .' E NOTSHOYN ON :THIS PLANa II J �' � 7_ � : 2 CONTRACTOR IS TO , CAP . AND •REMOVE :' ALL - UNUSED UTILI TY LINES IN THE SI TE ® `: .3. CONTRACTOR SHALL COORDINATE WITH FLOR/DA R FOR AL TRl' , « t E L E LE'C . C SERVICE MODIFICA rIONS ® , s ' . ', 4. PVC :PIPE TO FEET THE REQUIREMENTS. _OF•: AWWA. C� • s, , , , - a . I �° �1 �`5. LLUTANT SEPARATOR SHALL --,CONSIST - OF, A-- PROPRIET' SYSTEM SUCH AS C.SR/HYD N IT �' >, ° ~,p °STORMCEPTOR o .:..CDS. TECHNOLOGIES ' OR .EQUIVALENT ® SYSTEM P SED . CONTRACTOR SHALL BE . ``' 'ti -: r9 1 E, '-'-° - %1 , SUBMITT 'Q TO THE ENGINEER .FOR, APPROVAL PRIOR TO INSTALLATION® DRAWINGN©.a E:� F CLANS E% ��;`���� I I � I � . - I - � ­'', �� - 11 - " I �, � C4 '' -1 " ­ . 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I ". I-- - - I- -I_;-`ZI' -1c*.I I- ,.A�I -I W'� I�W-I I �.I .I AI I� -I - TIYP�I E . -'1,I,1- - -,I I. )� � -II �I� I II_ -I � .I �`! /zr` ROUND D &RTNICK I , -, '', / / � / ; PUMPER NQZZLE - - y' • ��� I /__I r REINFORCED CONCRETE FACING STREET - I • ` ` r` ADJUSTABLE CAST IRON ' SHEAR PAD. SEE - 1. VALVE 80X I ; SEE NOTE 2 I I 20TE4 AT 9' - - - - VALVE COLLAR - ;',' ' - - I- 80X SHALL REST ON I ADJUSTABLE CAST IRON - OUNQ - i - (SEE DETAIL as , . {,_., '' .. ' , U.J. PLUG VALVE BEDDING ROCK NOT SEE NOTE 2 — - VALVE BOX _ . - _ 's'„: ; ON VALVE OR PIPE WASTEWATER AND SHALL 8E i ., - ' "; CENTERED ON BOX SHALL REST O/J t" FORCE MAID! ° OPERATING NUT RE51LlENT SEAT BEDDING ROCK NOT COMPACTEp I I ` ' o M. J. GATE VALVE -�` ON VALVE OR PIPE BACKFILL I `VM J HYDRANT ,' !«� - dd AND SHALL BE I w ANCHORING TEE k a :'; - - - - - - - - WATER CENTERED ON SEE NOTE 3 I - , I,,I',� }". e o MAIN ° OPERATING NUT 12'dllNa ' ' - I . " O o O 1 i, a . a k �jq//p���y/ P I [pj jp�J� ,, 3 U0 0 o O 0 0 _ _ '� °"� l \L®I 7 (.o.l-ll7 :_ ' " 6' BEDDING ROC i p K L 6' BEDDING ROCK 1 1 E V I,) ION ,' _ ' t j RESI►JENT -SEAT GATE J ^I ^ M J ANCHORING . - • - „ }' _ n 6' BEDDING RCCX COUPLING VALVE AND BOX /'� /� �° �+ (SEE DETAIL i ND I JA T ! Jt� SL�,I t {': 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. , r'- • :; THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO !. PVC EXTENSIONS SHALL NOT BE USED ON VALVE 80X INSTALLATION. - r - • :': ''P 2. COME UP TO 4 FOOT DEPTH BELOW FINISHED GRADE. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO , P. THE DEVELOPER MAY, INSTALL THE SHEAR PAD_RECESSED UP TO . , - „ ; 4 INCHES BELOW FINISHED GRADE AND SOD TH_ E RECESSED SECTION. , ` . ?,' , ' COME UP TO 4 FOOT DEPTH BELOW FINISHED GRADE. 3. CL£ARAIICE- BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD - J I - . ' . f = SHALL BE -A 6'MINIMUM. , • - PLUG VALVE AND BOX DETAIL GATE VALVE I �� I , tfc?o3, AND BOX DETAIL 4° ' . ' rfc. �co, - 1 '=ice n � � - FIRE HYDRANT ASSEMBLY_ DETAIL A _ 7h r - °.. - - - - -- * - _ "5 i:d: 3 AIP No •� T�/^�� k . ° . PDO T WPI No •• ,. - ` - - PREPARED DY: -' • - ' , - - - DLI�, . - _ - . /may] J/y�� ��/®�� // 1 - f !YI /v - . - CORPORATION CURB STOP CORPORATOOI! U-8RAlJCN DOUBLE METER BOX - - ° ` -` (l8' x 24' M!N ) '-I r ` `, `r '- - • STOP W MIN.) (SEE NOTE 3) STOP ('MIN.) FITTING / / „ , MARK WITH x'3%414' VARIES .. VARIES A. I V DA T m / ;` ;;!`" NI00D PAINTED FINISHED GRADE tOT LINE _ -i I � '.. m 4/ BLUE & WITH CURB STOP - - - - N' WY£' WITH SEWER MAIN $ :, -~ ;? '`I LOT NUMBERS a 2 EA. z /� w w 16'BRANCH I SIZE '•VARIES I CLEAN -OJT i -' - ;:`{, : _. 2'CAP e � t- 16-45-BEND I ° (TYPJ /'y W �'C " w u z I I WYE WITH _ I - SEE NOTE-1 + a - _ - • LJRAYO�INO JIaAL• ti 2' GATE VALVE _ - - .- - • 6' BRANCH I (� - I 6' 45 . ° a 5 I REMOVABLE PLUG BEND WYE WITH , CLEAN -OUT ®fAYY l Nl7 T I T le . '} _ POLYETHYLENE POLYETHYLENE i SEE NOTE.1 wI ''' LOT " ; N • ' TUBING (1'MlN.) TUBING (PM1N.1 - - F- - - - - - - - 2' 90 °BEND I I z I • - t > ^ ` LINE ' - - ' -' d ^ -"; SINGLE METER BOX DOUBLE METER, BOX r ° I DIX)BLE WYE - - AND WATER METER AND WATER METER I �I I - - - ' - (BY ORANGE CO.) (BY ORANGE CO.) • - . SINGLE SERVICE DOUBLE SERVICE 1 6 PLAN :`i. CORPORATION STOP j ° FINISHED GRADE ��'' • , ' - ' , �yI IIII � ),I-, I - &FITTING I i'- - - . "_. ` (NORMALLY OPEN) . I TERMINAL DEPTH �I I , . ,, I - T ; AS REQUIRED FOR { i SLOPE TO TERMINAL- - � I , C THREADS 2' 90 °BENp HOUSE SERVICE , DEPTH AT L07. MIN. "�k• , , - , -- ' TO METER BOX RESTRAINED JOINT I (3'M1N.XTYP.1 (TYPJ ` T-, -. _ -ASSEMBLY DUCTILE IRON 6'B£DUING ROCK _ *� ; " SADDLE .1 WATER MAIN I I I , ( - ~�- POLYETHYEEN£ I fiQTATE _ - - -SPRING LI!!E TUBING . I X, 30 (TYP.) I 3D 95 DEG. ' (SEE NOTE 3) T_�» - I . SEWER: MAIN , - ------------- I I At 6 $ "y �r I t ,� -> - I - - - - - SINGLE I - ' DOUBLE fir, ,� d p it u ® " y;,; - - LATERAL LATERAL ' :� t ' . I -I. �� @ Li�� , WATER MAIN TAPPED CAP f` g i PROFILE `s- :P • +� ;1 NOTES: NOTES: *. e"* - '- ' I., ALL FITTINGS -SHALL BE BRASS -WITH COMPRESSION/PACK JOINT I:' -CLEAN -OUT (SHOWN SHAVED)SHALL BE INSTALLED*BY:THE�BUILDER ' 4' A -' - - - L./RAY�INlI N® •: {" TYPE CONNECTIONS. IN ACCORDANCE WITH STANDARD PLUMBING CODE: ' .i • -" ' � , - ' ' - - - 2. NO SERVICE •LINE SHALL TERMINATE UNDER A• DRIVEWAY. 2: LOCATE 'SINGLE LATERAL AS' CLOSE TO LOT LINE AS POSSIBLE, - : ' - • , . . FINAL INSPECTION REUIR J. EACH SERVICE !SHALL TERMINATE AT- A CURB STOP(S) WHICH NOTES: 25' MAXIMUM: , , ' , ' t - ®� : - { -` I l L PE AND F TNGS SHALL BE SCHEDULE 40 GALVANIZED STEEL ,1 ,.-,;`;; SHALL BE, BURIED APPROXIMATELY 3 BELOW FINAL GRADE AND 3. INVERT OF SERVICE 'LATERA ,SHALL NOT,ENTER SEWER,-ItNN'•' ''.`,;,`",' " SHALL BE CLEARLY MARKED WITH',A eX'2'X-l8'STAKE WITH OR BRASS W/TN TNREAD£D (NPTIJOINTS. BELOW SPRING LINE.' ' _ ' •, , ;,;'� : ,t I " - - THE TOP, PAINTED" BLUE AND MARKED WITH THE NUMBER OF THE I x' "`.v+" • "'`''`Ta LOI ts) To B£ 'SERVED. SERVICE LATERAL. DETAIL = - ''. ' - IL�, -,=,.- 1, --i . ', "�I,: ,; BLOWOFF VALVE DETAIL , - :rfczoa, _ , - I-FI 1LI�,� ,. I I l .. I...I - -�-a;- .I- I I p_I _. 1�z_I —I,� — - --I I - %,I��- _1,_, - - /°� "', AT R RVI E- CONN T O T I - - W E SE C EC I N DE A LS : , (,j I �I , I Z,�',,,- ,I,l�I�- I I .�� ,.I- -� I,�, _�, I- � t'.I-I1I 1.. I :'I�' � I- �r, �I -, _.1 InI - . I ,_4 '.. I -I I �I I, - I I I.. , I-. - I - . . � - I-. 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I , - I WALL$ OF HAN(�AR AT AN .- .1 .1 - I % , I ", , ", * - - � V. ., . - I I I I - � � '� � � :1, - I - - - INTERVAL Or- 150 FT. MAx I , � 4 '4 , �, . � , I I I - - . I - � . , " - � - - , . , -111, . . I , I � , - � x I _ I I r , ,- �, --i-',,.'­,,, , � I I , - . . � � . � , � . , , , , - � -, - , L� - , i � I i 11 - I - I . - 1 _­ � I I � , �, .� , I I - . 1, . ,-.��,',, " 11 I - I I I . �Iz­ - it .1 EXff TPAVEL MAX . TABLE 1004 - 250 FT � I 213-2/6, E>(EM. 01 - 400 FT I . I 1_­, 11,�t_ I . 1. I -, � ,, I � 4 ' � � I I I . - - 50 FT �, 1; ,�r , �_, , " - ,'� , - I 1, 1, - EXII DEAD END LfMIT .� - I ' - ;, �_11,., 1� I J TABLE 1004 - 20 FT TABLE A-54P.1 -,50 FT I I � - 1� " I - I - , " I 1 20 Fr . I I I I 1. � � -, . ,--, � ' �4l�,, - . - . . I I , - I � 6TORr AFEA MAX (pw floor) TABLE 500 - 42ffloo 0F, NIA - - I _.� . I � �. _., � , I � i � I - *. -� - I , '7 - 7­ . , , , 11 i - _____.�._ - I - I 11 'I � I - 16 103 Cg;6F (15T FLR) I - -4- - 6;;; �__ - �_ - - �1' ,, - - - -FLI;?d . I I , , � �: I 1. I . - jA4,0,-,,6F (2ND . �', , I . it 1- 1� ,�, I ",.� � `� " - , � , , I I - I . - -_ � - , I � " � I 1�' : 4- 1 - F A WEIGHT MAX � TABLE 500 - �55 FT N/A - - 2 , ,,, �1 '", I I (D-_ - I Is I - , i ""',­ � � i I ,., - 31 Ft " - - �, 1i . I � I � 1�� I ANCE WALLS" - I J= I _� " I I - ,� _ , �, , ,�','_ - I I I I I -, .. FIRE SESIST C mm" A VIONI C_$f1 �� -_� I _­_l"_*1_ I � t - . I - .1 ., I ''I , I I ; - EXT. NON-BEARIWs 30 FT + TABLE 600 - NC,NOLILMIT ' , I I - ,�.,­,!­ - 1� I I I I � I I - - -1 - !! Ill � , N/A - - NC - , r 'J. � ,., �'_ � I @__ - - - - - � - . - II - -_ I INTERIOR NON-BEARIWs C 1 2839 FLIGHTLINE AVENUE , * - � 4 �,� ,�_,, � i. 1 1 1 1 � I I 2q WAPTER 1042 - NO RATIWa NIA - - NO RATIWG � � " _. �. ., ", � I - - 4 \ @-------r--- IRK)OF TABLE boo - Nc N/A - - No RATING ORLANDO SANFORD AIRPORT ' ' ' '' -' " r.�'_ l "�" _�`, ' '' � I FLOOR CEILIW3 TABLE 600 - NC � I -1. � - ,- I - : . - lm� - NIA - - NO RATIWa I � I,A4,­�� , � 11 I I INTERIOR 5EARlt,* TABLE 600 � NC NIA - - NO RATI�* , ­ " � �­p,�. - , - , - �� 1:." � - I - . wommongsom � I l� ,L � 1 4 1 .. . '.. . . COLUMNS/ 5EAM8 TABLE boo , NC N/A - - NO RATIWG I I - 7 .11-, I I :�� 1. . I - � i I I �- �. 11 � A "I I . �_ I . I (p___ - _-=_ -- - � - I , ACCE%M OCCWANCY UFAROCK 104.12.1-1 - -NOT REQUIREC> N/A - - I 14R/ 20 MIR DOOR6 � � .... .. . I .-. - � . - - L - 1. , , � 4 -1 _. � . � ­ , I � I I - - - , I - - I - r) I I � , , - � � � ,� , � - , � 19'', � � I 10 , I (p. 4 1 AUTOMATIC SPRINKLER REQUIRE . REQUIRED - ' PROVIDED - - I ,',%� " 1�" 11 , �, I I "It � EGP,966 REQUIREMENTS . I . I � FIRST FLOOR 16,103 SP 1v 100 SF/PERSON m 168 TOTAL PEOPLE. � ��'J __'11 � FIVE EXITS X 36"I EA = � ,� % .11;1 � , . . ,;.. _­ , _. - � � Iwa -1 1;� . � , 4 , . - ­1 I 1. I CALCULATION OF WIDTH 160 X 02 = 34' REQUIRED . � I , " " 1, -L C_ . - � . ! I - . . I - � 11 11 1� I - �%_ - � , I I ill, � 11 � .� / � � , I L'4 - I � , �_, � ,� ,, , I 180 -1 1 - -11 � SECOND FLOOR 1,340 8F a 100 ,5F-/PERSON - 14 TOTAL PEOPLE. TWO EXITS (_AV 4 449 = I � t, ,;. - I I I I I �, 11c, , ." I . I I 11� - (§- - - - - . CALCULATION OF WIDTH 14 X 02 - 31 REQUIRED wa I I , " 4 1 1 1 - :� , I I , � � I , . I , , I , , � i I I � I � * I " �� . ` , - , 0 . � 1� I I - . I - - I . . � � ', 11 I ­� ­ DE SPACE FOR 0 OF EMPLOYEES PER SWIFT a 13 EMPLOYEES/ SHIFT. 14 STANDARD, � I . " - , �,_ 1. I (��)_ - - - _�_ - - - fIAJ-4� REQUIREMENTS INDUSTRIAL - FROVIL ,. �' I . I - I - I . I WC SPACE - ,'__ _�� I "I 1� " EXISTING H ARI AREA TO BE REPAIPZIED I I - � . ; - - . � � ''I' I � I f , ; , . � " , , - � - - . PLU'15ING Fl>(TUR- REQUIREMENTS � - , . UNDER ANOTI­ ER CONTRACT, GENERAL CONTRACTOR I = I INDUSTRIAL (100 GSF/ OCCUPANT) AT 15,340 GSF,,= 184 OCCUPANTS - ___ 1� I - . ,�%, .; � , I ::-: I J_ . I I 1, I � � %-I I k, ,� FOR TPI,S I_4ANS;AR1 PROJECT 51-1,41-1- COORDINATE / - = - � - 1- 1 184 OCCUPANT$ - 'B2 MEN AND iJ2 WOMEN I I � I �, � I - -1,1' '' AS REQUIREr^ . = , , - - , " - - - . - I � . ]J - , 1� -1 � , . � __1 � - - ,� �: �, � 1. � - � , I -1 - � �., I I I - . - I : , - - I 1� � I I - , �4 1 " .�. .'. I - WATER CL08ET5 MEN (I PEER 100 PEOPLE) � - - ' - 1. ,1 1. Z�,_ , - - I I a I - . � � � I 1 �4 . - 2 �, I'' 11, 1� I @---\-- I I I I I - .� �,�' - i" I I I / __" - - - - �� - - . WOMEN (I FER 100 FEO�-I_E) . 1 2 1 " - � � I I - I I �� :"` . I I . 0)_ - - I ;� - - - I I - - I �_, - - - -1 - 4 � w . I � I I . 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N � r 6 1 ) 1)— ), ��� FIRE SEE PLAN � I No. DATE DE CRIPT`ION' F ;'' ' A B C WALL —HUNG U N LAV TYPICAL - - - - cu 01 � .a A `—i — — r „ _, E L, CAE T IL T u LAN ELE A � � - . ., I >— . .'.I1, --- ­,e_a&�4 __-;;� ­�4:� *_-_- �, .Ir_"I i ' M � :s, _j SCALE 1/4it = 1'-011 _ 1 - I � PAINTED WOOD TRIM RE , ,. _�� - / I 3Y� PROJECT . - A2.1 A7.1 .3 a.,, NORTH FULL PERIMETER, �'N� _ R -;, f- .=,icv (CE I INCH - 1 . PRESSURr T EATS D a - oo I 5ELOW) - EaJl-5, �`�_ WPl NCi. WOOD BLOCKING r, 5827588 1 I ;. . d b FDOT Project No.: , - _ z 9 ( `' ^. �, ---- 16 1-, PREPARED ov �. 'x'r` 'I CD 4� F: z i �D� ['� —I _ BRAWN Y. iBB/LE I' :s.: - r y 1 15 n� � z _;�11 �- 1. i �� - g I �• �° � P y43 lJ 9P 4w � 1 i-I I-C ®�Y. N SECTION 'a' m �� , ��6 �u I A2.1 A�.2 . '7 I ( ' "! - . t t� 3X_ ,.v - 3 -.57,4 ISSUE DATE. 4-16-99'', . r ;.�1I., �"�'.­,� � -_'-�I. 11 I . - , I -_II . I -- I � 2.1. JANIT""�R-'K[3A11"�JUr'M -Irr""LAN Sx— ELEVATIC)N - I 1. . 0LERI -" .. 0. Z Sli ' ®�'J,9. C,0"- N, iIrJ­% .11P IL 0"I u'--%R _MrAN DRAWINS CAL. f 1 '% - - - ' N.T.S. . ++++aaaa✓✓✓✓ 1 1 . 1 . S . ® ' ,. PROJECT PROJECT SCALE 1/$„ — 1'-0" DR. Af - , NORTH NORTH WINS TITLE: - �; . �. "_ - -4 Al w_, 1 ., ° ' 11 - - . - p • _- a e A . � ._7, - .♦ '� s I s :: - Y �� y . - + $ h I i - _, - � . • %1`5% E N" FLO "w" rn: ; . ; `- COL ' "i 'c 1� �, I'd ..' _,, . ' - � . I I ��___ � I _. �,__`�",L .;,-;�.",', : . :_ �_ � I I1kN'TEI"-21%0 q ", - -, _--:,�,,�,_��., - ­ �� , 1­:t '' 1p% a , 1 2: ,:- �, - � " "�­ ­., �� I I ft "' Z03% * 'n . ELEVATIul%J- ._ s,,.%, .I ,',. -_ - , r -4�1 1 , - "s � I ,­:�' DETAILS - I ,"' ,, ` I-- I _o-,­,, �, ,­�,, ", I 1� ", _ _ I :1 . ,� "'p". ,,, , � I ­ - z � � I— I � �1, ­" 5� ` - � I I ",,.: F11", ­ " ,,,_ -, '' I '_ �, 1 �,,�." ,-_!� `9 " - _1_1.,s'4,, i "' ­-': - . � &',, t'4, --s,", %;:-,�s­', ,'. 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'a t e At': - - 4' ,S"a - S' - - -i -11 , Fa"_'' - - - - '�f- '- . a 'a � • ' a . �' __�_ �., - a.f V .'I RfJ ULE Floor Base malls Ceiling C1g. Ht. 1 1 EPDX. FIN. CONIC. A 4 IN. VIINYL 1 GYPSUM E30A PAINTED .A SUSRENDED ACOUSTICAL TILE 1 FT 2 CARPET B NONE 2 CMU 4 EXP. STRUCT PAINTED B EXPOSED 2 VARIES 3 VCT . 3 MTL. LINER PANEL C GYPSUM BOARD PAINTED 4 RR ROBBER NAME ROOI`I NUMBER - ROOM FINISH KEYPLAN FLOOR CLC. WT. 5 RF � __ SASE - - CEILING CITY F SAN t i "7 7-7 X K,qiiig A T NIEW I H'A A L) "'FFIC r. C EF; A VIONICS, 2839 FLIGHTLINE AVENUE, 4 ORLANDO SANFORD AIRPORT- OFEN­ -4— SYMBOL LEGEND 41 is= 7 ONE HOUR RATED OCCUPANCY 5EPARAT ION WALL (SEPARATES OFFICE FROM HANGAR) ACOU5T. TILE LAY- IN CEILING-5EE FIN. SOWED. 3 GYPSUM WALL BOARD CEILING AT 51-DG. INTERIOR CEMENT PLASTER CEILING/ SOFFIT AT BLDG, EXTERIOR EXIT FIXTURE EXP EXPOSED TO STRUCTURE MECHANICAL/ FIRE PROTECT,/ ELECTRICAL 5Y5TEM6 NOT SHOUT! (REFER TO MECH. / FIRE PROTECT,/ ELEC, PLAN5) 2X4 RECESSED MTD LIGHTING JX4 6URFACE-MTD LIGHTING 41R SUPPLY DIFU5ER AIR RETURN/OR EXHAUST DIFUSER 4)N SECON',D FLOOR REFLECTED CEILING Jr -TAN SCAtE 1/1613 = 10-00 'IT I FT. AFF. TO UNDERSIDE OF GYR 5D. BULKHEAD Ca r T u,� T N FIRST F1L00RREFLECTr_.lJ CEILING PLAN SCALE 1/ 16 11-V Jff AF= A[ — HN m TB "A BLANKEN,$HIP XN'WEY ARCITECT$H INCORPORATED, jQ J: — G) 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: Kwo""EFLECTEU CEILINk.:p rmLAN'%.)-_ PLANS 1), Lr-lfl CITY OF sp"NFORD DRAWING No.: AM 'BOWMR, & AssaciATEs,'INcogPoRATEo METAL ROOF GUTTER EAVE R EL. 1b11®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 ------------ 4, 0 pJ B.=,B A1 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 z OL WESTELEVA TRION )UT BIER PANEL IN HANGAR "All C.-I'll"Iff-l- M-7 MTV. I [/�* LAAM, HAM)KAIL. SCALE 1/811 11-011 (5EE DETAILS 5HEE A!) 'HE T "H �B.11 44M NT TE BLANKENSHFP, N E-M E T HY ARCHITECT$ -INCORPORATED t PL CITY OF SAIAMR-D - - - ---------- Nm''E AND C AVIONICZ)i 2839 FLIGHTLINE AVENUE ORLANDO SANFORD AIRPQRT KEY PLAN REVISIONS No. DATE DESCRIPTION WPI No, 5827588- -FDOT Project No.: 77000-38801- PREPARED BY: DRAWN BY:* 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& Li — - - — --- - --- - -,- - �_ -"., , , . " " :,-,- - - ,­ - - r ­­",-,,­�� ,�, -,7-';"VI I �­ - 1 :­." ­7­,�Ir-17­� I - ,111 . , . - - I � - , , , � , 4, "' -1 � , , , � , ,11, , �"'_ � '' �� `,,,.­�', . - , , - - " I - - - , " � 7 F- .4 , , -� -, , , - - 11 I ,:',-' . 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WiL-A � - I v I - � - I . I .1 I - - , - I I - - , ­ __ 2839 FLIGHTLINE AVENUE ' ORLANDO SANFORD AIRPORT I . � I I I I , ' - - . I � , - I I - - � , ., - 11 , , I I � I : � � I � . - . . . I ­ I � - I I . 4 1 1 1 - I I '" < I � I ; I I I . I I . "I , I � . - , I " . , - I ., , I . � . � I I I , : I I I . 1 t - - . I I .� ­ . I I I I - I . .1 . ` , I I f �; . . .. , , . KEY PLAN � � ,­, I - I - I I ,�., I --- � I i "Ill 11 - I , ��,­.r R ��: I � t:� � . - ­, ,_I, EVISIONS - � - ". �1, -I I , . 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 DATE: I 1__-,,11."_, , I 1 4-16-99 " � .� " 1� 1 -', I I ­1--_ ": �-,"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 . � _ 11 z�u,-, - " �- _.,� - � "I , a II - , � .", ,,,, -, � .11 , . � I " I - � I , 1�_ . . 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R-___ ____ _ d ter_ - _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - _ e _ _ r _____ _ __ ___ _ _ _ _r _ _ _ - _ _11I -.,--_ - _ _ _ ---___ .-- - - y, ; Y - - - - 'C�'_' - 'w' - _ - _ y - r' F _ - r J.. . . . - _ - . - _ . - _ _ _ _ _ - - , - I � I . - � - � " � , I " , : � - I . I . , -_ . . � . - , � 1 6 . , - : � � � - ( ) ( ) � # P, . ; I . . . - ' . _.. , rL ASS�II �' _, METAL ROOF PANED ' r ej M . �, COl` L CLO" FZt STRIP g. a " ; :8 ' o , r P ;Jr / .i }, ATE 'f1 s 9 _ f 4. . y . , r. - - � - ROOF INSULATION METAL BLDG. FRAME (FAINT EXPOSED _ ,__ WALL GIRT (PAINT) -- 1 - - r ,_.. , - . ,._-., ., ,.---.,-_... - - - i __ -_ _ , ,,Y', _ �} :ii _ ' - , - fr,5 ,I :, .i= a xc, u 1. 4 - n,f- , . b, _ �\ t'. I (• � a ,­ :�4_ - I -1 .r.f .i ( R-13 BUILDING INSULATION 0 ter'' 21X(o1 SKYLIGHT • " , - METAL WALL PANEL _­" T ___________ - __ T T T ,I-- T , - JE== - __ - - ____ 1. 4 �]— RIDGE VENTILATOR © I I o � I I� i o11, I I s # I r 1 I i E s 1 s I - ---' METAL ROOF I } t r 9 f i ({ ) ! 7 I I - / f -, [ pl, I 1 IJ I I I l 1 l a # I I: r : " - - - 1�-:_ v € I; I I I I II i ! WEIC44T .. f I �# �I I IC I #f I �I1. f �, {jy$ L I# E If $ 1 1{S II 'l g{� 1, I �"° f - t 1 t ] t 4 e t 5 Y f I . }y . # 8 1 ` 3 I # , 3 3 J # i r i ` p \ 3 I I , # f'I E - - 1 I s 11I '= I IIIIl�#j,� I I, t EI I I 1 __- GUTTER 1 , I F 1% e f !E # I + e1, x ( s s I s 1 Js METAL WALL f f I Ii g a ## # s f 6 . , L 1 Is 1 PANEL I I p�## #III , II f 1 I , 3 I i, 9 d i# i E r S !E ti I jj F < w =s . :­­­ - - " ''�'. :j,- _ . I i I I ­ ;K - I I f I I I 11� '-.L I . I I i e'' 3 {t �1 � II I� l j$} f4 s � j II_ - $ I 5 t. I i j ',. ; I f s , I I I i DOWNSPOUT .1 I) I I . I 3I I`I I1 i 11I I I I I f - " ! 3 ; I {; E I f ti f 1 ` i METAL Ti�Y . I I 1 , # � I I 1 I s j 1 ;' I l . E L• LINER PANEL ,� s II r . # I E1�; I I j - I dd i I , E , - 3 t � I - - .1 E 1 jfifi , 1-".,_- � 1 ; I # � � i - i $ 3 STUCCO ON �`' _ # I s j(jj i # ! 1 I ► RIGID METAL BLDG . FRAME i I f f 3 ➢ E # i F # i j I i IH E 11 17 IIt 11 I 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 _______----_ __________ ___�_____ �______ _____ _____________ ___-_---__ -- -- �______� __- _-________ ___-__� 1-0)g WALL GIRT �` �' .� �01 �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 ' �„ �. I._ �A J�-�� A SSE ALANT .� - INF. �' IUIDE NOM. CMU MALL, — :� -, _ _� _� _ _ _ �� 1✓1o9f-�,. �,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 _. � v�,��:_, L DRIP SCREED �CONC TE FDN. 4 SLAB - _,.._ W� v. ..� M ..� __. __� _. _,... - _....—__ _ .__ _ __., - - - 1-1: ._SLOPE TO TRENCH DRAIN - w_...•�_..,._ --_- .� y. _ x _ - �._� u. �_wr �e N a.� _.-. �_ ._ ���._.. r N,�NG,�R ®O®R 5 STRUCTURAL T A SEE R C URAL DRAWINGS. ONE WR. RATED (' LT. GAGE I �.t SIN. FLR. - DEAD TRACK +�. , I EL. lam'-®' ; o. - - . METAL STUD AND G�� ...,,.�.....d.,«. , 4 . . . o ' LOAD BEARING OCCUPANCY RIGID FRAME BEYOND 4 a .Q d. ,d d4 C . • . , SEPARATION WALL. EXTEND A ., — i I I ° I - . . ° ' a d 4 d � : 4 d � , d d _ ALIGN ELEC UTATER C OL . d 4 Q' d 7 - ••�,'' ''l 11 A - - _�� �F'rE a'+ r -'�.'.t In'' EW HI�Au"A - _. "" ' t,� S �'."' ", ­ 1 3 - , J, __ ,1 f"'Fl"ES' " ' A1\Ju u u �,•4, - ,:, , .. ,•rf'+n �,_,_1,'-,,',,j_r , I �,s�i, I I I' � 1;1 I.- ­,f,_:, - ._,'�J � I:— � , . 1, - , , I — .,�­_,� ­-, I'll , _� "'.- I ­i� __, , I 11 -, -) • ". � - -1, ,,��', �`� I. - 11`�,. � � , _ - I ­ 11 - "''" - , , A C IF AVIONICS""' ',­.�', I I-, I `; ..f -,� 11 I . I ,� __: �, 2839 FLIGHTLINE AVENUE ' .• ORLANDO SANFORD AIRPORT .. � _ . ' ,. - ' - ,. '.' S 'rr, y- 11 , " s ; - ,{ , - r KEY PLAN ' REVISIONS .. -; M "_r.� No.' DATE DESCRIPTION ,, u° , ri `'i '. T, I I I I '. _� I,! - I--.-------]— 1IP1 N®. 67 , ;; FDOT Project No.: 7 '®�9m36 C1" '' . -; ,f': :; DRAWN 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 �.�..'.1 ­11 UP TO METAL �LDG. FRAfi'IE O Er° ; 1 I (I I d d a I I ® ADA ACCE6515LE 4 d J , - A±i 0 - d d C' d d? ':`.- Ill IAT TOP OF ICE ROOF. SEAL� I _ I { I u 'IN 0" & '' -1" ,;,s%, _- - ALL VOIDS. 1.� METAAL LINER —� 1 I 1 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 11 s s i i i i i i i i d i i i i i i :�,_., � s m_ ice- _ .� s _...r._ - �.. __.__..�.�.�,�..�..�.....,�.__ i r� - _. C S - 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� O� N I I_ III III III I I III I { - _..._�,...._� '.. y ii; � t .-.. ____._.___.._. _ ......»�rr,.w�.,_.._--- u._.. w .... _�._ _._.. �.,. _ . s L E D �..���� �` III ICI III I�1III III =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'FLR AT , ORRO� LIGIdT EL. '-�� . . ; . _ END AT� DTIuN (AT GAR) 1 _ " , I ;', _�_ ,� --�_ �- I. �-`, 0I N `� s k_I 14 II kI kII I--� .. . — . I I� _. ..� _,,I-', �- ­­11',1- �_-L-" . ­- , �.. -II ,. _�� � ,-. 4" .: . I , SCALE/411 — 1f-Of` I- .� �.�- I­� /.,-I _. 1, - ,I "­--, �I '"­, '��, �I.�." , SCALE 1/$ff = 1'-011 - _ 7- "., I.I. I1, �1- I1 ._, I � . I - , --*I—. -, .ff. ... -I I � _ „ - '. . , .. ,_� I , 1 ,. ,, --I. ,N . � I , . . - ;"I ,,­_3II -..1,' ��, -, - - .�w , ."I " ��, "--i1 I.1 I ,- - - I IT �,_�I ,_ � � . - - I � II , ­, -, ,:,I I ,I.. 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'! s 'A.� .� I, �` I j, -" - - ., .- �!141 _ ti ,, .I,.,_ A �a .` � ® �4 " ,a 'V/r _ - , -}+r` ,, "., :, � , .4�, . ' # ',[11 'A - .�, .Y., ' `,' :'.,• _ qq '7 y, r - , nr:'f a. :r i} '„: r -':,'`,'y 7„ a„ ..C,f aW, 0 FLASHING CONT, CLOSURE STRIP METAL WALL PANEL o6 i- •tar, O- J•-15EAD AND SEALANT STUCCO ON CMU DRIP 6CREED —� II I� - --: .f 1 METAL ROCF PANELa III N j ` FLAOHING f 12 I 1 w® EAVE �E*7, EL 132 E W HANAlp"Gh' ArR PURL IN INID"FIFICIES GUTTER s_ Rml� ROOF INSULATION METAL BLDG. FRAME •'.l Y CONT. CLOSU STRIP (PAINT EXPOSED FRAMES) E A VIONIC + ti r * • DOWNSPOUT ------ 2339 FLIGHTLINE AVENUE r ORLANDO SANFORD AIRPORT• METAL WALL PANEL WALL GIRT CONT. CLOSURE STRIP' R-13 5UILDING INSULATION F FLASHING HEADER CHANNEL METAL ROOF PANEL WIND BEAM BY MTL. BLDG. MFR. DESIGN FOR 240 PLF HORIZ, R-19 ROOF INSULATION PURL IN METAL 5LDG. FRAME _ SECURE TOP OF STUD WALL TO WIND BEAM. SEAL ALL VOIDS TO MEET FIRE RATING REQUIREMENTS. FLOOR FINISH 4 BASXt, . SOUND ATTENUATION 15LANKET SEE FLUOR PLAN KEY PLAN CONCRETE/ METAL'DECKK, T REVISIONS SEE STRUCTURAL D"JJINGS CONCRETE/ METAL DECK . �-�� (SEE STRUCTURAL DRAWINGS) N0. DATE ®E�RIPTI+D 2NOFL— — — — — — — — —[— EL- III'-' ' STEEL BAR JOIST/ .�-•`--- ' ., • ----------------- ---- 2NI7 FLOOR FRAMING, `� •. ...:::: " SEE STRUCTURAL DRA ll11L— Ral3 INSULATION WPI No. 5827535 FDOT Pr0ject No.: 77000-3330 ; SUSP. ACOUSTICAL FULL HEIGHT $ IN, (43 MILS) PREPARED ��' W TILE CEILING METAL STUDS AT I(o' O.C. W1 ' 5/S' TYPE 'X' GYP, 5D. EACH SIDE. DRAWN BY: LEN 5/8, TYPE 'X' GYPr 3D.OiN 1.1/2' RIGID SEAL ALL VOIDS. . ' INSUL• 41 1/2' METAL 'Z' �JRFJN6 CHECKED BY: N BB AT IV �a m SEAL ALL 1/005 SEALANT CONT. T cr ISSUE DATE. t mmwcr EL. fg12'-l` 1/2 IN. DIAM- X S IN. EMBED 4�-,15®99 INF, V° IDE NCB. 'fU WALL EXP. ANCHORS AT 24 IN. O.C. SEE STRUCTURAL DRA)WMSS DRAWING SCALE. ' FLOOR FINISH d f SEE FLOOR PLAN DRAWING TITLE: ° l CONCRETE FDR E $[AB - SEE STRUCTURAL [ F' GS WALL ; -1 —— — — — — — — — — — — — — — — — — ---- --- -- �} r• a d q: q 4 EL lw-wV Y 4 44 4 p 4 I III 111 III III g� od o Q o ' Y OF ef`' hr - Q 01 DAMPROUFING Mr E ' •_ d Q d Q I I I o v a d 4 d.° 4 I ! I I I I I d a o Q •'� � - •`� A. 04 a — I j , -III III III ,III COMPACTED FI � - - � � } , f I ► � I I , � -�- , WING - . - N0. COMPACTED FILL AM - END WALL ' SECTION (AT• - t r' - - D Pf`:4J.lI—!N MEMS.JI.iliE °V a SOLE 3/411 1 1-011 t. -F. i a SCALE'-,3/4" 1'r011 now AV tzA _ LA K &;spyI 1 ���y/ qi f - - ;"i`• SIEMENS . WE • . E THY, - r ARC - ' a° !'i p��a -per , _ i✓ H I 1 ��''aa EsO.tT��ii ,� P �) , 'IATSS I C N �T8 , 4 Ri'E7 D r I T RA - - 0RA , E D .ro i •Jt tr r• t ,t . ,�" �,i:, .t�', _ - a.S:-, 'SS` t1:-i .•-_ _ ;.?a; 7• e%,a'.>--�"'-. _ -_ '. •4. _ - �_ - - _ ,��: _ X _ . a _ ^:}-: _`.{ 101 24 m C-) 0 T- 39/ D. 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V-_.R, I,,� :,N',, - I, - ".lI­ - I , uO, O,, 0, 1� , _0�,�--"_ - I ­ �" -'I , -� "1.E '1-1 - 1: I':II1 A­­,� .N� F. - i"­I ".,,I "',:�b1".,a -� ', R"_ _,I._'' �,," I.I ,I _ I .,:_-�1,'.,-_'�C�-- -, 1�--' , �"7"—.-, 1 I" ""7I -'�.1 ,,, I".�"-,-.—. P,,:_�-. � ,�I­,7 �.I..�.� 1,-'I� :.- -,,'i­,",I1,"""" ­-1"- - ., �­1'L",���,1e 1 A -3 =0 ��X� �-0 - _ I -,,,,,II%_I '.0,��,14._L. 41-,�1o��� I- 1, '�1 "'`-_�-".�,w-",",""_-,I"-�:�-.1 .,I,� :2 e .. ---- 100D HANGAR - " - DF" r_ , • : 1' , - ° • -- . _. . - Gf� "" "I_� , -�,F'--",— ",- *-,II- ­, , '1"7- I,�,'11, '1��. 100 'X 10 4 _ 4 OVERHEAD COILING DOOR "::' =' _:: :' ,-,, IOTA CORRIDOR DC „- 3,�0q-' X. 71,; - L ' . _ : i J " � `.. ' ` %'; _ I' -` ., 9' PICTOGRAM W01ENS NC lO1B CORRIDOR • DD 340' 'X. ,=o' , `. 3 45 `MIN z Z z "` - =-� -- 3' HI PICTOGRAM RAISED 1132' 101C CORRIDOR DD 3'-0' X° 7'=0` 3 45 MIN 201D CORRIDOR, DD 3: -0 '-X '7 -O G02 3 _ c� U. ca c� 45 MIN ire % - I 102A OFFICE .DA' . 3'-0' X 7'-0' 7 - . - o . 0 o - f 2' HI PICT❑GRAM RAISED 1/32A _ _ _ , P / f I 102B OFFICE GO1 a_ Q c 45 MIN. � — - s = . / 103 OFFICE DA 3 -o X. 7 -0 7 E = F. / PICTOGRAM TYPE — W�MENS 104 OFFICE 1)A 3'-0': X 7{-0' 7 Z z z „ ' - 105A -SHOP DA 3'-0' X 7'.-0' . 8 W C) Q _,• . - (� -`�-- 3' HI PICTOGRAM RAISED 1/32' 105B SHOP DA 3'-0' X 7`-0' 8 ¢ Q a , 2839 FLIGHTLI,NE AVENUE - ' TYPICAL WALL MTD, SIGN I ( 106 LIBRARY DA 3;-0' X 7,-0; 8 z o Z ORLANDO SANFORD AIRPORT , " ' i' .. 107A INSTALL DA 3- 0 X 7 -0 8 � 107B INSTALL DA 3'-O' X 7'-0' 8 o 0 0 ;r . a; ,. NOTE: 1, MESSAGE ON SIGNS AS NOTED. 2. SIGN LOCATION AS NOTED. } DOUBLE PLYWOOD PLASTIC LAMINATE EXPOSED SURFACE: TYPICAL , 108 RECEIVING DC 3'-O' X 7'-O' 81 <t ' a a • I ; :I PICTOGRAM TYPE — ME�1S 109 (NOT USED) — — �— f E ; �- -- 3' HI PICT❑GRAM RAISED 1/32' 110A OFFICE DA 3`-0' X 7'-0' 7 _ c Q Q I , .. - I. 110B OFFICE � DA 3'-0' X 7'-O' 7 �, �, ,�► I 9i I 111 EQUIPMENT DE 7'70' X '7'-0' 10 < a Q 11 , . - I I_ _1 112A SCHEDULING DA 3'-0' X 7'-0' 8 CK C5 � .,_, "112B j-; ,p so ' , PICT❑GRAM ` 5 a ( LOCATI❑N ROOM i PICT❑GRAM RAISED 1/32 r NAME T—(`✓J� KI co L❑CATI❑N L_ 1/2' ' — -- 1/2' 5/8' HI LETTERS RAISED 1/3 L-i — oo,' GRADE 2 TACTILE DRAILLE RAISED 1/3 = �� nst // 3' v 3' [ SCHEDULING - - GOI - I IT = _ "' - - ,.' i t ; . E . . , ' . ; . V • I - -.11 41. . ' 113 (NOT USED) - }_ f_ �_ 114 LOBBY DC 3'-0' X ' 7'-p' 1 w w w 115 OFFICE DA 3'-O' X 7'-O' 7 116A OFFICE DA 3'-0' X 7'-p' 7 T 116B OFFICE - - GO1 - , 45 MIN. 117 MENS - HC DA 3'-O'° X 7'-0' 6 S1 118 MENS DA 3'-p° X 7'-0' S 45 MIN 119 WOMENS DA 3'-O' X 7'-O' 5 , S1 45 MIN 120 WOMENS - VIC DA 3'-O' X 7'-O' 6 , S1 I 121 JANITOR DD 3'-0' X ' 7'-0' 9 S1 200 PARTS DB 3'-0' X 7'-O' 4 r A 4'-O'-X 4'-6 /4' ALIGN TOP OF WINDOW WITH TOP OF ADJACENT STOREFRONT DOOR. I ,_ I B 4'- O' X 5'- 6'. I . C 4`-O' X 3'-2` COUNTER MT'DF SLIDING SERVICE WINDOW, (NO BOTTOM TRACK) SIGN TYPE "S1" CWALL MTD,) REVERSE —ENGRAVED UNFRAMED PLASTIC SIGNS IB BEYOND WOOD PAINTED PLYWOOD COUNTER TOP - . f INSTALL ROOM 107 Q RECEIVING ROOM 108 (U � 'I', __ ___7E — J, GYP,BD,/STUD PARTITION 2 X SUPPORT FRAMING EE WALL AALL ED TO STUD PARTION KN ' , - (PROVIDE WD. BLOCKING IN PARTITION) ••F 4 f ` : - . j,F)CE: NaNE 11 SERVICE COUNTER (P. LAM. ALL EXPOSED "' "'"" e - Q i N r GENERAL NOTES: `' 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. A FIXED USHOPA WINDOWEFRONT ALUMINUM/GLASS STOREFRONT FIXED WINDOW ; ,1 s - { .., o - �� ' OJ M . r. (I'yII `-I 4'-0` 1 GD1 SEE PLAN FOR DIM. WIRE GLASS & PTD. H.M. FRAME M I— —.._ I II GLE I I 11 11 I II I II I II DC ALUM, STOREFRONT - : --- — --1 2-1 ` % 3'-0" , / . 1 - , / , H ` - DOOR `�' I 1"rI - J 11 BOTTOM ]RACK) I . I I : - -1 I , 1% �,i I m 0 ALUM./GLASS SLIDING -- � -_._\ - - C SERVICE WINDOW ASSEMBLY , ' . 0 ----1 ---] I I I I I I I I I I I I I I I I --J __—I DD DA FLUSH HALLOW METAL FLUSH SOLID CORE WOOD DOOR L_ SEE SCHEDULE £.', : ' RECEIVING ROOM 108 ELEVATION INSTALL ROOM 107 ELEVATION ALUM./ GLASS SLIDING SERVICE WINDOW (NO .,'-zIe"'..1­I1',,� -I� " "- ­ � I , I - I - /-�� SERVICE C"" UNT"r R "h Ur'ATI—II ", -1� "- --. I"� � ". I . 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W' N" ` 4 I ii - `L� - �c tn� IN s _ =I �! P C� RAT .Q[� . t ..>"A,, . ,t..*-, $W„. 4 Ww4 ";.4 • I - - - ' - . t "� "; a` `'.., _ - - ;, : - ���"" - - r - r �. t '� i _ i-= - _ + _ - _ - - e a - - - -- - - -EL - - - i• ' i _ �`° • - - - �% a �_ , 1a i _ _ _ - - - , /' t: V^ 7'. -, ,11 Y - ^r KEY PLAN ��901 ­ � . _LL­`DESCRIPTION �11 _ , 1-1 WPI No, .._ FDOT Project No.: - '0•s `} PREPARED DRAWN 1! r r J /: ISSUE _- 11 D :� 1 '_' DRAWING TITLE: - ,,, I . �,,"' 1,10-0111 P E N I jlim�, NO"U" ' .�,,�-�;i ,� ­;� Il %f - 1�il - ;t - I I �,.� ii - i,;, SCHED-ULE& ',',,'�".,� D"" E T A I L �03` I - IF, "' I - , - 11 � ., - - I -1 - - -, " i,l - ,,,-,, I _� , " ,v � L. 'E't"', � ) I 1��, " 5, P[,i,�vjms aan-�,,�,` _1 -��':,,%, - I I � 1-1- - - � ,I, F,�") .",_ CITY `�I r"', I 1, - 1. '' • l - 11 _.A _r' - � -,,' ,' i - I I . . a _-�'! --, I . . L. I Nl-' " I'�; /: e•j i-1l. ii++','' JF.il. I1, R-13 BUILDING INSULATION PREFORMED CLOSURE BY METAL � BUILDING MFR PT WOOD SHIM AS REQUIRED CHANNEL GIRT BY METAL BLDG MFR 5/S' GYP. BD. ~— CORNER BEAD ALL AROUND -TYPICAL CONT SEALANT BOTH 6IDE6 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 5/5' GYP. BD. . CORNER BEAD ALL AROUND -TYPICAL CONT SEALANT BOTH SIDES ALUM STOREFRONT JAMB PRE -FINISHED METAL TRIM/FLA5HING BY METAL BUILDING MFR SLUM STOREFRONT DOOi SLUM THRESHOLD SET IN SEALANT LOOR FINISH -SEE FINISH SCHEDULE '-- CONC SLAB PPE -FINISHED METAL SIDING CONT CLOSURE BY METAL BLDG MFF R (2) PIECE METAL TRIM BY METAL BLDG MFR SINGLE HUNG ALUM WINDOW PRE-FIN16PED METAL TRIM/FLA5HING BY METAL BLDG MFR — { SINGLE HUNG ALUM WINDOW SILL RECEPTOR BY WINDOW MFR J-BEAD 4 SEALANT — CEMENT PLASTER ON CMU — SCALE 1 1/2" = 1'-WI i PROVIDE METAL'GIRT FOR -DOOR WOOD SUPPORT NEOPRENE HOOD BAFFLE' ktl13 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 1 4 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 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" UIDE$ 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 , GONT 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 5' REINF, CMU SEE STRUCTURAL DRAWINGS s a -THE HNT 5/6' GWB BOTH SIDES OF METAL STUDS SOUND ATTENUATION BLANKETS WHERE OCCURS, SEE FLOOR PLAN CONT SEALANT BOTH SIDES METAL STUD HEADER TRACK WRAP -AROUND HOLLOW METAL FRAME DOOR AS SCHEDULED DOUBLE METAL STUDS a JAMB -TYP (3) FRAME ANCHORS PER JAMB -TYP �CONY SEALANT BOTH SIDES SPOT GROUT WRAP -AROUND HOLLOW METAL FRAME DOOR A$ SCHEDULED FLOOR FINISH -SEE FINISH SCHEDULE — CONC 5LA5 SCALE 1 1/2" = 1'-011 NN BLARRENSHIP 5 'f,INCORPORATED - }- A A ti S 1% m u K� EWHAIN'"'Arm" 1­4 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�( - STPIR STRINGER-PTI). C AVIONICS 1 1/ X 1 1/2- 1. TU 3E < COIIC. 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 TREPDS @ 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 T I"' N � N.T.S� FIRST FLOOR 2" DIA. PIPE RAIL- /IDE MIN. 3 IN. RIOR RADIUS 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 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 Fl (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 FTC. FOOTING GA. GAUGE GALV. GALVANIZED HOR. HORIZONTAL HT. HEIGHT I.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 O.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 TB1 (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 STEEL 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 SOIL 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 8ED 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 SHALL 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 SHAD! 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. 6. 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. u '" . A ! i ►.101a r FDOT No.: 1-. 880 U c - DATE:ISSUE • DRAWINGSCALE: 5.5. REINFORCING BARS SHALL CONFORM TO ASTM A-615, GRADE 60, LATFS7 REVISION. THE HN TB TEA i a1 •6 e - Amore Engineering , Inc. 2277 LEE ROAD, SUITE 225 WINTER PARK, FLORIDA 32709 PHONE (407) 647-6000 ' FAX (407) 647-6119 PROJECT NO.- k�i A SWNMR �C A&9DCIATBB, INCORPDRATBD enaarw:ao • vwuu:.a • cmvrnaa • esvwiw=rwru CD o� oo __ o �o I i I 2 I O IL i AHU: 500# Lil SLOPE SLOPE _ I © v I O I w o AHU: 500# c r----� I SLOPE SLOPE 0 I O I I I D 0 0 ---r--------- 3 1 T --------- --------- O I O I -------- _ CD o O F PLAN PROJECT NORTH SOUTHELEVATION SCALE 1 / 16" = 1'-0" NORTH ELEVATION (SIMILAR) SCALE 1 / 16" = 1'-0" E MAIN WIND FORCE RESISTING SYSTEMS; END ZONE DISTANCE: 20'-0" WIND PRESSURES (PSF) WINDWARD WALL WINDWARD ROOF LEEWARD ROOF LEEWARD WALLS END ZONE 3 -47 -31 -29 INTERIOR ZONE -4 -37 -29 -25 COMPONENTS & CLADDING WIND PRESSURES: EDGE- STRIP: 10'-0" GROSS ROOF WIND UPLIFT PRESSURES TRIB. AREA 1D O Q 10 -42 -55 -85 , 20 -43 -55 -74 50 -42 -55 -59 100 -40 -47 -47 200 -40 -47 -47 500 -40 -47 -47 WALL PRESSURES (PSF) 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 0 WEST ELEVATION SCALE 1/16" = 1'-4" SCALE 1/16" i i THE HNTB TEAM N E W HA N A R% ANU 02�IFFICES% ►remr��r u 0 0 o 4 r- 5 a 9 S3.0 N 0 1 Ib in N N CV CN M o LO - i 00 CD CN CD I I Ln 00 N N T coCD Ln N N N N 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" T SLAB 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" H 1l'-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 �, TDS6.0 CMU WALL i FLOOR DRAIN SEE PLUMBING DWGS. Q ` .. - _ - - - ClK -�- I r -----------------'--------------------------- ----- �� I �l 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 I r7 II IIIIIII T SLAB I rTTTTT, / I I TT I TTi I T MU WALL I EL.: 99TTT1'-4' (ITT T TT i T CMU WALL L111 L11111J 0)_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 1 1 /2' RECESS MAX (TYP) I T SLAB l l 3 � T SLAB I I I I I 1111 EL.: 99'-11" I �, I I I I I t EL.: 100'-100 I riTTiT i I I fTT I Tl � I ��TT+TII I I I I I T I 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 I I I I I I I "''\ � � I I I ( I I I I I I I F+t+ ++�I o^ (IIIIIII I 6" - 43 MILS LT. GA. II i i++iTl LLJ I a_ o a_ II I 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 rTTTTTII S OPE TYP. o I TS4x4x1 4 j o� I L T TTTT I 53.0 I �T T T TTi � I SEE 2/S4.0 S4.0 I r;-r'tt; FOR BASE PL ( I I I I I IJ S3.0 COL. _ �� ( IIII rat 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 / I htt+tti _Tt J r+ rTTTTTI I 54.0 1 U I r TTTT11 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 „ 1JI I IL11111J " 16 11111111 IIIIIII 1 -0 I L '� J 13 -1 I �+++++� III IJ -� ' tt; ��o®COL. rTT rr I I I I I I I I f l I T TTTT L111 - I 11111i � - - - - - - - - - - (III 3 I IIIIIII IIPIZ I I C, I rTTTTT�I I TTTTT SLAB I r, l o 0 1 L11111JT CMU WALL I I I I I I IE .: 100'-O" o WALL � J 102'-7„ C.J. I o L_ J i o I / � \ N 11 I fTTTTTI (DC3) /IrTTTTTI L11111J T SLAB ....L1111T _ I \ - - - - - -I 1 EL.: 99 -11" L1T111J 8 I L ------ -- 1. - / 1 1 I I I I I I 1 53.0 I_ ++++� r t,l ( I I I 53.0 © COL. +-� -I-�- -� -t-+-F 1- - - -+- -+-t 1 I 1 ICI I- - -+-+ +�- -I--+-+-IL-i -I- i_- _i +-+-� +�+-+I r" rrl i f I r I I -�--+-�-I-�--I--I-4-+- -1--{ �-��--+-*-��- - - 1 1 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J �' II + - - - F - - T - - - - - i - - - - - - - T - - - TDS6,0 TDS3.0 9 I T CMU WALL 4 9 1 T CMU WALL EL.: @ 1 V-7" S3.0 " S3p0 I EL.: @ 102'-7COL. ISOL. JT. CMU WALL T/CMU WALL EL.: @ 102'- 7 FOOTING SCHEDULE MARK SIZE (W DEPTH REINFORCEMENT REMARKS: LONG. TRANSV. F3.0 3'-0" x 3'-0" l'-6" 3 - #5 3 - #5 MONOLITHIC F4x3 4'-0" x 3'-0" 1'-2" 3 - #5 3 - #5 EXTERIOR STAIR FOOTING F5x4 5'-0" x 4'-0" 1'-2" 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'-O" x CONT. 1'-0" 2 - #5 #4 ® 48" O.C. CONT. THICKENED SLAB 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 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 STIR 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 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.: S20 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. Amore Engineering , Inc. 2277 LEE ROAD, SUITE 225 WINTER PARK, FLORIDA 32709 PHONE (407) 647-66M FAX (407) 647-6119 PROJECT NO. BLANKENSHIP NEMETHY ARCHITECTS INCORPORATED 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 11H1 "I HDR. (T- E TION S J21 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)- 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/ M/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. A) SEE DETAIL 5/S4.0 FOR COL TO BEAM CONN. 4.) PROVIDE JOIST BRIDGING AS REQUIRED BY JOIST MNF, PROVIDE DBL I LT GA STUD BELOW HDR, TYP. T SLAB ol EL.: 111'-8" I 2839 FLIGHTLINE AVENUE ORLANDO SANFORD AIRPORT KEY PLAN R71DATE NS NI DESCRIPTION WPI No.: 5827588 FDOT No.: 77000-3880 PREPARED BY: DRAWN BY: RIVIF CHECKED BY: DAG ISSUE DATE: 4-16-99 DRAWING SCALE: NO SCALE DRAWING TITLE r d GRID LINE -SEE PLAN 9 1/2" SINGLE KNOCK -OUT_ COURSE W/ (2) #4 CONT GROUT SOLID 8 CMU ® FACE (SEE ARCH. DWGS.) — - 9GA. CMU WALL REINF. TRUSS TYPE ® 16" O.C. VERT. TYP. 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 /2" SCALE: 3/4" =1'-0" HANGAR DOORS (BEYOND) NOTE: COORD. DOOR TRACKS & QTYS. W/ APPRVD. HANGAR DOOR MANUF.—\ T/SLAB n EL.: SEE PLAN U nTDSn SCALE: 3/ 4" =1'-0" METAL BLDG. COL. TYP. (COL. BEYOND ® SIM.) o - + #6 BAR HAIRPIN ui SEE PLAN -(NO v, HAIRPIN ® SIM.) _4 (4) 1" DIA.X 1'- 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. O NOTE: COORD. W/ TRENCH MFR. FOR DIMS. INDICATED "*" AND EMBEDDED STEEL ITEMS INTO CONCRETE SLAB. 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)$ =17-0)) 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 � - I111 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: ----�-r--rt--- I ---------I—�— it o CN DETAILS III I III II II II _ � II I II 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 lima = , N E M E T H Y WINTERPARK, PHONE 401)7-680A 32799 ARCHITECTS FAX 6,7-btl9 INCORPORATED PRLIJECT ECT 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% 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 @ 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. & M-fL. 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 LINE -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 c� 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 Rr SCHFD SCALE: 3/4" -1'-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. SEE PLAN & SCHEDULE & WORK W/ DET.#5/S3.0 NOTE: WORK W/ CLOSURES DETAILS #3/S4.0 & #4/S4.0. LAB Yl/ c MTL. DECK A AR jST. _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 �' r 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 -V- TYP CONC, SLAB W/ REINF. & MTL. DECK SEE PLAN STL. BAR JST. SEE PLAN KEY PLAN d 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/-6800 FAX 64J-6U9 PRUJEU INCORPORATED ECi NW 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 9 11H 12X8 12X8 250 12X 10 L SIR SIR 12X8 12XII 250 250 8"RND L Z! 2 p WALL CAP rp Q EC igg r p N- E_ E qL "LAN - HVAC ISECON" FL"Olk SCALE 1/811 = 11-0tf AAC";"' LEGENb P D 8" 0 150 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 DESCRIFTION _f GAST - /�- fi r 'ENGINEERING, INC. 316 CYPRESS LANDING DR. LONGWOOD. FL 32779 mmw--m (407) 774-.3188 PHONE JOB NO:G922 1 !3 r TRANSITION AS REQ'D SPRING • 7k NEOPRENE a; , , , TYPE VIBRATION ISOLAT6RS _ TYP. 3/8" HANGING ROD' FIRE STAT IN S RETURN AIR DUCTYIQRK � (THREADED) COORDINATE W/ , -- • 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 �-- W ASSEMBLY -----�°- _ _ /' MANUAL DAMPER WITH FLEXIBLE L = 1 /4 W, (4" MIN.) --- QUADRANT LOCKING LEVER MIN. 4" 1-1 I GH VENT CONNECTORDUCT 2" MIN OUTSIDE AIR DUCT W/ f --- 4" MAX 1 �1 �d�.1 \ OPPOSED BLADE DAMPER L FILTER & RACK ASSEMBLY -- �� -- Jx2" 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 DRAIN CONNECTION AIR DUCT RETURN DUCT AIR FLOW \ ------, (3/4" MINIMUM) INSULATE NSUCTION LINE) G UNITS SEE SPECIFICATIONS --- - --- -•- FOR PIPE 'TYPE AND \ SMOKE DETECTOR I N SUPPLY INSULATION REQUIREMENTS \`---• CLEANUU'T WITH THREADED PIPE CAP AIR DUCT ``�' AUX. DRAIN TRUNK I jet •E TRANSITION AS REQUIRE PROVIDE 24" SERVICE CLEARANCE FOR ALL ACCESS PANELS r k N. T. S. 45DECTAP -N. T. S. COND-TR2 N. T. S. _ ;AFfU=CIf M-'2 Fm NOTE: I. ALL REFRIGERANT PIPE AND INSULATION SHALL BE INSTALLED 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 NorE) TYPICAL Z BAR CAPPED AND PRESSl.siE TESTED ACCCROING TO SPECIFICATIONS PRIOR HANG DUCTS ACCORDING AND WIRE DUCT TO INSTALLATION O 'CO.:'Fr_TE SLAB. TO SMACNA STANDARDS -/ HANGING DETAIL CONDENSING UNIT (TO BE INSTALLED ON 1" THICK NEOPRENE ISO- LATION PADS) FLEXIBLE SEAL TIGHT G- ATTACHED TO ELEC- TRICAL CONDUIT w� . • dW , ELECTRICAL CONDUIT l FOR LOVE VOLTAGE / CONTROL WIRING _ .i- `.,;. --- ��.� •. ` �''�,� 24" DIAMETER MIN. --- \� CORROGATED BLACK -- - ` PLASTIC PIPE GRADE 'r%�i FLOW • , v TYPICFlL HANGING � I'YPICAL CHANNEL fl O©p p Dp GD p Q aDD q �DCONCRETE SLAB AND STRAP DUCT q Gq r STRAP AND SADDLE HANGING DETAIL - HANGING DETAIL O D U C1 G T1 D CZ D fl n Dn Q n O D D p p D Q vp REFRIGERANT PIPES II U `, U p ©' q _Q DD 3/4" CRUSHED p a D Q n ROCK p 1z 1�1D D v O C1 p v Q �] p �I D U OD �� II q ��C1 Ca DQr� nfl fl D © Dp 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 PIPE SIZE PVC REFRI ERAJ4T PIPE CHASE SIZE 5 8" TO 1-5 8" 6" 3-188>. TQ0421rJ8" Y 3. '3 L1 C1 A fl C1 Ci x7 j METHODS OF I _ � $ L IL � "ONDEl�l l awl u U IV I°�f I P° IN1 C� DETAIL � N. T. S. HANGOUCT M N. T. S. DRYWELL4 ry N. T. S. CU-PC .� SAMPLING TUBE `--INSULATION - --- VIBRATION HANGER SPRING TYPE ,�' W/NEOPRENE ISOLATOR „f `-PLUG SUPPORT TO STRUCTURE ABOVE 3/8" THREADED. RODS SHEETMETAL r DUCTWORK r j� AIRFLOW • DISCHARGE TUBE TYPICAL ROOF CAP a X\, INSULATED ACCESS NEOPRENE GASKET PANEL -- -SMOKE DETECTOR HOUSING a LOW VOLTAGE TYPICAL ROOF CAP SMOKE DETECTOR�.. CONTROL CONDUIT PROVIDE ACCESS FOR ti CONDENSATE PIPE ENSURE SMOKE DETECTOR REMOVING SAMPLING TUBES. HOUSING BAFFLE 15 IN PLACE T - � �`•.. �� ��� ���� �'� `�---REFRIGERANT REPLACE HOUSING COVER PROMPTLY LIQUID LINE FOLLOWING SERVICING TO AVOID WH I TE FADE ALARMS CEILING INSTALL NEOPRENE /�` INSULATING MATERIAL GR ILL 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 VALL 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 °- NTS SDET-1 pa_2 N. T. S. FAN-CEIL' p.- IL T. S. ri,414PIPE 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 SEA SEE SEE PLANS PLANS PLANS AIR_ HANDLER DATA: 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. 6 1 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 SINGLE 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 :- TOTAL COOLING (TMBH) 58. 2 58. 2 28. 4 SENSIBLE CAPACITY (SMBH 39, 2 39. 2 19. 1 ENT. AIR TEMP. (F) (DB WB3 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. 9 FAN au MARK EF-1, 2, 3, 4, 5 QUANITY 5 TYPE CEILING SERVICE RR EXH MANUFACTURE GREENHECK MODEL NO. SP-7 WEIGHT 10 AIR DATA: C. F. M. 100 S, P. 125 RP H. 950 B. 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 1, 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 BLANKEN HIP ARCHITECTS '.INCORPORATED C E AVIONICS 2839 FLIGH7LINE AVENUE ORLANDO 5A1VFORD AIRPORT KEY PLAN L►1� n3 - FD T Project No.: 0 g PREPARED BY: DWG DRAWN BY: CAD 1 CHECKED BY: DWG ISSUE LATE: 4-28-99 DRAWING SCALD: NONE DRAWING TITLE: Hv u" E TA I L %0.`i'p", if U !' 54" C H E L E I ekk 1 34 My or SIIH41n=0kD DDRAWING No.: ENGINEERING, INC. 316 CYPRESS LANDING DR. LONGWOOD, FL 32779 (407) 774-3188 PHONE JOD N0: 0922wwym Me • Jk t9+.'l.SC1CIATdt9, INCgRPdib�lTb`G1 , ;,,�%',r,: ; ., '' I+FA.I' Np,iiw . Y4ACa^.SN • phTgKWJ • WVWGM16fA1M �.I[I ff�6 ' `qW'I['-. +•;+S p^" ',,'�,', r•�;. 4 x. • SEE CIVIL DRAWINGS FOR MANHOLE LOCATION. 8"NO HUB END OUTLET CLOSED END CAP C_ H13 9e .JEWC 12- AVWE?PESLOPED TRENCH DRAtt" TD- WC 1. 1 WC2 It I',\3FCI L I L we *02 '-3" F01 1`01 UIFIMEN T i [Ea IL 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 H 134 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 - WHTE AVIERSTOM016 ! ( -3/Y'3POUT. FALCEr: WCENTEFS, 6 i , i I (, 4" BLADE HANDLE CH I CAD 0 76 0- ED FLOOR CARRER WADEMU 'r 0 W5 6.0 12 4A S L2 LAVATORY, WALL HUN3 - MITE MER - -i 0LEVER HANDLE ij, FLOOR CARRIER WADE400 f, q' GEWEM, 4' 3 POUr, 2 CHIMO 602A JS JANITORS SINK 2"X2'FLOQR FIAT TSB GWi2 ENO ELECTROWATER COOLER EU(AY EBF3A8 HB HOSEBIBB GHICA00 387-U W/ VACUUM 0 PAR u u; ! ( �� WRA WATER P"I ER ARR57 EIR %IITH 9M TP TW 3EALPRUERVALIvE JOSAMWZD '' I �1_____ � ! I 'L i FD1 FLOOR DRAIN— 3 QUAKE, FLAT SRAINER J03AM MUDD- 3 FCO FLOOR GUEANOUl, AaJUSTAB LE MLLAR J 0 SM WR 0A 2 BR)NZETOP AEGO E(TEIRIORCLEMOtfr BRONZE BODYAND PLUG JO3AM%IM7 ; WVH ELECTRC WATER HEATER FVEEIvI8 IX0400 40 GAL, 3.0 KVV, 209/1 VAC HVM 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 I 2o'WIDE ZIJRN Z@12-BO-HO 0 ALVAN 2ED STEEL BAR 0 F41 r— EXTFAHEAvY DITTY FRAvlEA33SALY HVIRP I X _A1_1 I IJANUT fill a! - - - - - - - - - - - - . . . . . . . . . . . . . . . . EWH EGO- FIRST .FLOOR 'PLAN - PLUMBING Z S E Of ) NID"" F L(C) R PLAN -P SCALE 1/8" = 1'-011 LUMBING PROJECT 1 NORTH WC1�1 2" L I 2 3" VTR we I L2 H 8 L I WC2 L2 TP Tp EWC EWH is 4 SCALE 1/8It 11-011 F-RO J Ef-- T NORM GATE VALVE (T'YPICAL> 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 „ M.: WATER HEATER TAL DE -HN,..-T �EA BLANKENSHIP NTS IEWA-3q J, 41�,M E T H Y TS ARCHITEG INCORPORATED J I ,GAST (-a- �/ ENGINEERING, INC. 316 CYPRESS LANDING DR. LONGWOOD, FL 32779 (407) 774-3188 PHONE JOB NO:0922 BOWYM i. N 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' 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 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' FIRE 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 04 6' GROOVED FLANGE ADAPTOR Ti OR COMPANION FLANGE 0 UNIFLANGE a �D NTS FIRE PROTECTION WATER SUPPLIES © PUBLIC ❑ PUBLIC + PUMP ❑ FIRE PUMP ❑ OTHER; FLOW TEST - STATIC= 78 FL❑4/= 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 REPLACE 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—III- — DIMENSION -A- � 1"-0" 1'-8" (OFF EDGE OF 13 SLAB) DUCTILE IRON SIZE' 6" CLASS DR-50 - � � RUN DUCTILE IRON OU T R N T' S-0' MIN •-f �; CONCRETE THRUST BLOCK AGAINST ITrTT UNDISTURBED EARTH SIZE IN ACCORDANCE WITH NFPA 24 BASED ON SOIL CONDITIONS FOUND HYDRAULIC DESIGN DATA SYSTEM ID SPECIFIC AREA PROTECTED DENSITY ( GPM/SQ FT.) DESIGN F7 EA WATER DEMAND AT BASE OF RISER INCL 500 GPM HOSE DEMAND (GPM/PSI) 1 MAIN HANGAR 0.25 2800 1338.1 ® 385 NO SCALE FIRE PROTECTION SYMBOLS TYPICAL SPRINKLER HEAD SYMBOLS 0 0 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! SPulw� E N0 �'1P "ME DENOTES HYDRAULIC REFERENCE POINTS) cB,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 DIMENSION GC - GROOVE TO 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 DIMENSION 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 UN❑) PVC - C-900 CLASS 200 UN❑ T . R - THREADED FERROUS ROD ( ALL-TH cE,Ak;, 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❑ - 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 III AIRCRAFT HANGAR, AND ADJOINING SHOP/OFFICE AREAS. AS S14-304 GN TPE PLAN SPRINKLER PROTECTION IS BEING PROVIDED FOR THE ENTIRE E-311JILDIING 2. DESIGN CRITERIA, THE SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH NFPA 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 AK, TREATED AS LIGHT HAZARD. 3 MATERIALS: RIALS: A PLL FIR` 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 SCREWED PIPE IS TO BE SCHEDULE 40 BLACK OR SCHEDULE 40 ALTERNATIVE (IE. AMERIc_ 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 D4I E 10 BLACK MEETING ASTM A 795 TYPE E GRADE A SPECIFICATIONS ALLIED SLPER FLO OR AMERICAN TUBE DYNA-FLOW MAY BE SUBSTITUED FOR BR&kf_!-UN_S OR MAINS. 4.T's-E FIRE SPRRXLER CONTRACTOR SHALL PREPARE A CUT SHEET PACKAGE FOR SU&MITTt L TO Tl-- EN.GINEER 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 NFPA 13 (19941 AND NFPA 24 (1995) 3 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 NFPA 13 AND 24 9 A fi__ IIN:AL NUMBER OF SPRINKERS MAY BE NEEDED TO CORRECT OBSTRUCTED Cr`iDImIENS DUE TO ROOF TRUSS CONFIGURATIONS. 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 UNDERGROUND MAINS. THE UNDERGROUND UTILITY CONTRACTOR SHALL F�l-RNISH T}iE SPRINKLER CONTRACTOR WITH A COPY OF HIS LICENSE SHOWING HIS LECAL RIGHT TO INSTALL FIRE PROTECTION 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 FLUSi-yD IN ACCQ P `.CE ` ITH NFPA 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-i BRJJIL DING WALL 11 P-?ETRATIENS 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 F •,.N-_' "1ATER MAIN TO F Ia`�STAL LED 3'fi ' " 'w S r`J CALCULATIOj� BA�.D DI A E�O`J OF }1,00 GPM I A�A »' s?D_lAL PRESSURE IC1Lr '9 �SI C) SYMBOL DENOTES HYDRAULIC REFERE��,r_= irk �r -- a' __ —-------- --- - i KEY PLAN DRAWING TITLE: r r DLANKENSHIP qVINCORPORATED NEMETHY ARCHITECTS Bowym & Assomns, JmoxroxeTso ua,u,u'.an . nsxric . w,.ma . wn.ouumru z Ind r5 N;v X p P9 MANUF MODEL TYPE RESPONSE X' ORF CENTRAL A UPRIGHT STANDARD 8.1 17/32* CENTRAL H RECESSED PENDENT STANDARD 5.6 1/2' STAR E VERTICAL SIDEWALL STANDARD 5.6 1/2, GEN. CONTR. TO HAVE HVAC CONTRACT R HOLD DUCT DOWN A MINIMUM OF 6 INCHES BELOW JOISTS -TYPICAL BRANCHLINE ELEVATION - - - - - - - - - - - -- SPRINKLER HEAD CRITERIA NPT TEMP. FINISH SYMBOL QTY. 3/4' 286 BRASS 9 178 1/2, 165 CHROME / CHROME 0 1 1/2, 165 BRASS (9 9 TOTAL HEADS - 191 C ySEE RN CONSTRUCTION DETAIL ON SHT. FP-3 47-9 4* 77 ------ -6. 4 Y-6' Y DRAIN ASSY. COMMENTS G SEE RN CONSTRUCTION DETAIL ON SHT. FP-3 MULTI -SEGMENT GROOVED PEAK ANGLE COMPENSATION 4' CM WEST ELEVATION DIRECTIONAL. — SIDEVALL HEAD cn FACING COLUMN OR EQUAL OR EULIAL r'OFEXPOSED RIGID FRAMEFRAME/ OR'EQUAL fAl THE HNTB, "imm wEA M FOR PROTECTION OR EQUAL PROVIDE 3 SPARE SPRINKLERS AND WRENCH (FOR EACH TYPE) IN A METAL HEAD BOX (COORD LOC. W/ OWNER'S REP) A — , �1014"j W Iwrl. 1 t I., illp 4 cp (11Yy or sAmroRr- Y Y. Ur ETON 0CMTE9,-lN(;Q00RATHP I Mow' V1l HANGAR AND OFFiCEb, A VIONIC%7. 2839 FLIGHTLINE AVENUE ORLANDO SANFORD AIRPORT KEY PLAN REVISIONS No 9, DATE- DESCRIPTION A AIP No. TBA FDOT Project No.. 77000-3880 PREPARED BY: GLOBAL FIRE DRAWN BY: g, FOSTER CHECKED BY: 'GLOBAL, FIRE ISSUE DATE: 4-16-9.9 DRAWING SCALE:- 1/8"" 1 FT. DRAWING TITLE: FIDE SPRINKLER PLAN ELEVATIONS ,'' DRAWING'No: u FIRST L I CORRIDOR 101 b 9'-11' AFF JANIIUK 121 SPRINKLER HEAD CRITERIA MANUF. MODEL TYPE RESPONSE W ❑RF. NPT TEMP, FINISH SYMBOL UTY, 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—D 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 oat EM tf 1! Y TOTAL HEADS - 46 PROVIDE 3 SPARE SPRINKLERS AND WRENCH (FOR EACH TYPE) IN A METAL HEAD BOX (COORD LOC. 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B r i ;I _ i A-1, 3 � i - o._ . r - i._,__-' ( I ; 1 �i1- gill fl I - , I I E 0A 9,11 � iJL ` A-21,25 � At 1'3 � � I i i f ie , I ,rt....._,-_- I., i� r� I i i A--- 4 1 I i , 1i I N_ I i - 1 + lE 1 I I;I II 1 l I tI i i I,, , I i� I B� { i B 8 ;, 3 I 1 A 2 5, 7I ii .. .. �. w. _..�. l I I i 1 I� I 1 A-41 i A 12 I t i I _.`� E j 1 �� ���. f t I i i Il t i I B 1 1 j - i "� d------ I --• ___ t 11 Il A t A-4I _�____ _ 1 I s i , i '{ � ; i I B i 1_ �._ ? _ __ 1 TO CONTROL L_, _-__� �__,__ - 1 i; _ -_- _- i i I t I-12 Bl� I B CONTACTOR "C1' I I ____ ____ p y y • is !A,+ i I _ ; l g __� ' I 1' A-41 ' I 1 OT Project a 77000-3880 . { f i 1 _, I i r I f 1 e, �_ 'I i , t i_ i I \ i / • 1 i i A- 4 1 f ' i 1 A- �{ 1 A - 4'1 � �- 4 ` _ _ -- -- 1 _ �_ _, _ _ ._ __ _ _ _ _ ,__ i __ _ _ __ _ _ _ _ _ _ _ . is �=� _____ _ A-12 _. __ ., _ ! . _ _ I - V I I '' - j i i , __ _ _ __. __ _ __ - . _ - . _ _ _ _ _ _ _ _ �` ___�_ �. _ _ .= I _ i ___ i ___ _ �- _ __ _. __ , _ _ _ __,_. _ _.-._... !fir 1 _ _3�� _BU _ ___ _ _ _. _ __ _ _ _ _ _ _ _ _ - _ _ _ _ _ ! _ ^ _ - _ _ _ _ _ - _ _ ____ _ ____ ! _ _._- _ �__ _ _ _ _- _ ,_ _ __,_ ._ ____ _ . _ _ _ -__ _. ____ �y g� ,n, p�� 1 -_ ,, - 3 ;_ -1_ •- _ A .1 B1J-__ f� 9CP"�,f t r 1 �_ �• r I I -- i ! 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S , , I ...,..._.._:-� ... .,-.ii ,-,� q�,1;__V., . _ .i,,,.. e___ ,. ,---� a. -,I� - _ •• _ _..r_ ._._. ...., ..e. ,_ .. __.... _. ,-_.._°., _.___. -. . _ _ _ __.._ _ _ "-'_.� _ _ _ - "- _...__, .__.-'_- .__-�._ _. -. _. _.._.... _-e_��wl. .. _- ..... , - _ . .. - _ , , _ _ . _ .. .. j+''k,'• ' __. ____ T - w..w.Fe,.wsms+,..,,....-,o..�.,.en.,.>8�.,..�.. -.,:•a uw,- .--we.nvw. .wr...a.,".- -., _ _ _ --_-a_..w.w- _ __ _ _ _____ -_- _ _ - ,a._e _ _ __�___ =s- - _ _ _ .axs..sz.-.�-�c.e..tt u 1 t i i E v-- --- - _ I ___----- I ! �, E� I i i i �_ ; A-3�, 9 , : I A-37.39 A-3 ,39 DRAW 01 BY: , , 1' _ I 1 i i ' I I .4, I I I K I j i I I f� r r I I RD a i I I r IQ y � � AS NOT . z � NE) I� i� - I TIN z FIRS� PLAN N I -I ' G DRAWING TITLE', SCALE 1/8f, _ ��-�Ir - SCALE 1 p - - aE J /Oi1 t-0 , PROJECT I - , , ', '. PROJECT ' `` NORTH NORTH • R, a 'I. I � , I I . i_, '', 1 "i�,,�, I , . 4 +'i.i.'F"", L. AN Llk.:)'M'lTlNr(;' .i;% , ' , "!I� - - l;3TEs s �,..��! EXIT, EMERGEJJC'f AND NIGHT LIGHTS (NL� I-r:��6�.�t �'i'�i"sl�'i SHALL BE CONNECTED AHEAD Or ;WITCH. a0.- _ �� iv or- 51pliih,"Or I : r;<<`,;' '4 ' ® . ��'+� �• r &d a RI ♦ Nr I 1 `I had• V p p 1 �' 1, it r;,.. ,'".,t , ' .' �_ • - ., I " I HNI I= m .V� 316 CYPRESS LANDING pit. I.ONONYOOD, FL 327 9 , (�1O7y 774-3188 PHONE JOB NO: G92G11 , I „ , - ., . } , pp� 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 . rLcwmrw .,raw,mw unwawwara i 'r - .. , - - , m , r' e a' `r �p' r 1i. A Y , 1'� CIRCUIT BREAKER PANEL "All SERVICE: 120/208V, 3PH, 4W BUSS: 225A MLO &I.C. RATIN9:,' 22,000 SPACE$: 42HTG: SURFACE 013 WIRE COND GND LOAD DESCRIPTIQN PHA PH:B PH:C I --2-0/2 2# 10 3/4" .0,110 EXIT/EM/NICHT LIGHTS 1150 1150 5 20/2 2#10 3/4" # 10 EXIT/EIA/NIGHT LIGHTS 7 --- 9 30/2' 2# 10 3/41, -#10 LIGHTING Cs1 1725 11 1725 13 30/2 2#10 3/4" #10 LIGHTING 0 1725 15 --- --- --- 0 1725 17 20/2 2#10 3/4" #10 LIGHTING 0 1150 19 --- --- - -1 -- ---- 1150 21 20/2 2# 10 3/4" #10 LIGHTING 1150 1150 ,95 30/2 2#10 3/4" #10 LIGHTING 1725 27 1725 29 30/2 2#10 3/4" -#10 LIGHTING 1725 31 --- --- - --- 1725 33 20/2 2#10 3/41, #10 EXTERIOR LIGHTING # 1125 35 --- --- --- - - - - - - - # 1125 157 20/2 2#10 3/4" #10 EXTERIOR LICKING # 1125 39 # '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 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 SPARE 40 20/1 SPARE 42 20/1 ISPARE NOTES: TOTAL LOAD 16050 1668E '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:C 1 20/1 2#12 1/2" #12 RECEPTACLES 360 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 4 20/1 2#12 1/2" #12 RECEPTACLES 360 11 20/1 2#12 1/2" #12 RECEPTACLES 360 1a 20/1 ',?# 12 1/2" #12 RECEPTACLES 360 1 15 20/1 2#12 1/2" #12 J-BOX 2000 17 20/1 2#12 1/2" #12 J-BOX 2000 19 20/1 2#12 1/2" #12 J-BOX 2000 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 t100 27 20/1 ' 2#12 1/2" #12 TELE, RECEPTACLES 360 29 125/3 4#1 1-1/2" #6 PANEL - G 6232 31 --- --- --- --- 9928 33 --- 7732 35 SPACE 37 60/3 3#6 1" #10 10 HP AIR COMPRESSOR 3864 39 --- --- --- ---- 3864 41 --- --- ---- ,3864 2 60/3 3#6 ill #10 FUTURE 10 HP EQUIPMENT 5864 4 --- 3864 6 .3864 8 60/3 3#6 ill #10 FUTURE 10 HP EQUIPMENT 3864 10 --- 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 2T12 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 GND I #3-CU GND IN' 2-1/2". C. IN 3-1/2" C. METER 65,000 Ai C '10'-0" IAAX. TAP 10'-0" MAX. TAP C CABINET 600 7 NELn,2 _�_ MA 3R _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. I -#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 A:, 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 3 --- --- --- --- ---- 4214 5 50/1, 2#8 3/4" #10 AHLI-2 4214 7 — --7- — ­ ___ — — — — 4214 9 25/2 2#10 1/2" #10 AHU-3 2018 11 ---- ---- 2018 13 SPACE 15 SPACE 17 SPACE 19 SPACE I> 1 SPACE 23 SPACE 2 60/2 2#8 Ill #10 Cu-1 + 3224 4 --- .3224 6 60/2 2#8 1 #10 CU--2 + 3224 --- --- --- --- ---- 3224 10 25/2 2#10 1/2" #10 CU-3 + 1602 12 --- --- 1602 14 20/2 2#12 1/2" #12 WATER HEATER 1500 16 1500 18 SPACE 20 SPACE 22 SPACE 24 J__ SPACE ____ — 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-A2I-DL LUMENS = 110000 LLF .8 ABOLITE LIGHTING-" CATALOG NUMBER: CHA2-10O0-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 A! 2' x 4' RECESSED FLUORESCE14T. - FIXTURE TYPE --"B' 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, Kr�) 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' NORMAL 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 switchgoar 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 ­j EIN HANKGAR' A I ID F Fm I C` E` C IF A VIONICS 2839 FLIGHTLINE AVENUE ORLANDO SANFORD AIRPORT V 1 �j lip T KEY PUkN REVISIONS No. r 1DA*rE DESGRIPTIQN:,,�. ELELTR 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. 1 &3) U E` 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 'TION, EQUIPMENT CONNEr 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 I. (407) 774­3188 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 THESE PLANS ARE REV]r--It) AND CONDITIONALLY AC;(--EPI'E(,) FOR FI[FRMIT. A PEF4fVIITIS5UED -SHAIL 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