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HomeMy WebLinkAbout2901-2999 Carrier Ave 98-568 Plans Air CargoPREPARED FOR: SANFORD AIRPORT AUTHORITY RONALD L. WEINDRUCH CHAIRMAN LEE P. MOORE VICE CHAIRMAN WILLIAM BUSH, JR. SECRETARY/TREASURER 11 0 tl UNUHA tit. LJjl 1 ; Lu A. K. SHOEMAKER, GOLDEN LAKE COLONEL CHARLES H. GIBSON MEMBER �°"° RA) WILLIAM E. ADAMSON MEMBER z E)Qs'nNG STORMWATER UNG ('�� IREATUENT WILLIAM R. MILLER MEMBER _�EL, ui WE < RED CLEVELAND BLVD;-/ POND SILVER GENE B. DANIEL MEMBER 0 1500 oX l MARQUETTE AVE. SCALE FEET , I MEMBER SANDRA S. GLENN II AIRPORT PROPERTY -J__LAK'E MARY BLVD. STEPHEN J. COOKE DIRECTOR OF AVIATION ORLANDO SANFORD AIRPORT STEPHEN H. COOVER ATTORNEY PROJECT LOCATION PLAN PREPARED BY: f :Z? r ra"_ z r y n s' vV r-\ c ce- q s' t (31 t' t q 'j r — LIST OF DRAWINGS SHEET No, DESCRIPTION LATEST REVISION 2 COVER SHEET CONSTRUCTION PHASING AND SAFETY PLAN 3 SITE PLAN 4 BUILDING PLAN/FI,00R FIA0 5 OFFICE PLANS AND MISC. DETAILS /,�64,f IOHb 6 TYPICAL SECTIONS 7 BUILDING ELEVATIONS 8 RAMP DETAILS 9 MISCELLANEOUS DETAILS 10 LANDSCAPE/IRRIGATION PLAN /A- i 1 FP -I lAgalAt,116M, FLArA (H\IA6) FIRE 4,PPlWKIl59 PLAr-4 A L� 5M&fRltAL, FLAt4 4 U11LITY iQQNXEC'rIQN FEE A! L '14"iffi-EVI AINID CiTy 51-AFF Br--- ILT1831EN-51 1-4 97 U­,NLITY Dtrz-PT. REQUIRE-S A MI —IN, OF 48 I -IRS. N(YrICE FOR INS33PECTIONS., CALL (407) 302-1003 A N Y '13 R 0, t d'ND A P'�1i.1vrlilf� GENE RAL CONSTRUCTORS, INC. C',ALL3130-5671 APPRnVFD FnR r .1 .1 PROPERTY LINE�� y� BLDG.cy- BLDG. � 0FIRE 426 /� -' a ' STATION / LAKE PROPOSED 'AIR CARGO BLDG . NORA t (RAMPS.. NOT SHOWN) APRON ) Q arvv aruvi rri . SD STORM DRAIN EXISTING OVERHEAD LINES N DISCHARGE — — — UD UNDERDRAI W WATER MAIN \ ,�� / , rl �'" �% EXI TING F.P.L. CO. POLE Ili f I EXISTING EMPTY CONDUIT TO FUTURE .SIGN SEE CODED - GRASS AREA NBELOW OTES -��, 2� EXISTING CONDUITS WITH CONDUCTORS TO 2 AREA UGHTS (2 CIRCUITS, 277 V.) 3 l � � � � 10" PVC -� / �___—_— — � ,�� ! I � � - f O" J.I.P. AT ROAD CROSSING EXISTING WASTE X/-CONNECT CONTAINER TO EXISTING CONDUCTORS II— `' PVC F.H I:;`j\ QRLANDU SA 1=`6f AIRF4RT- // /''\ `? /�' ENCLOSURE--- �I i IN THIS PULL BOX, AS DIRECTED \ a l �I INSTALL 3 No. 8 COPPER THWN >; S a- CONDUCTORS IN EXISTING CONDUIT. 1 i 2 i 3 „4 5 6 . /-� •\ __ __ '' -� -- --- -- -- I -x 11' III I ( � SITE LOCATION FLAN I ?r // \ \.,\ / /''� / i./ f t __-I__ f -_-I ___7 —EXISTING PAVEMENT (TO BE CONSTRUCTION (CARRIER AVE. PROJECT) I,I -� �� EXISTING CONDUITS AND PIPES PROTECTED DURING CONSTRU TtON) _ RECORD LOCATIONS OF TRENCHES. .- CONSTRUCT RAMPS SEE DETAILS SHT. 5 �j; (� I� �. H vi r �+'� M � � � ' CONSTRUCT RAMPS - GRASS AREA �. ¢ + U d� s + z + V' /�� , W SEE DETAILS SHT. 5 LEGEND - PROPOSED BUILDING (ENCLOSED AREA) PROPOSED CONCRETE. DOCK AND RAMPS (LANDSIDE) \ / * SSsEXIST. ASPH. PVMT..� �I�Ioa ! �z s `� 6 o \sss w v� $S 3 EXISTING STORM 1 i $ DRAIN PIPE (TYP.) 7-- —I- -�— -�- j-- ,--- -- — -i — —`7 — --� j f I I S I I I S /EIXIST.IS�sAt aEXISTING DRAINAGEEXIST. CONC. PVMT. o�=� >SEXISf�CONC. PVM r >f �h I I EXIST. CONC. PVMT. >s ::_ t h CONC. PVMT. I >SI STRUCTURE TYP. ' _— -- -- — - ----1 - T� c )� - - 1 • -r-- - STAIRS I 5' (CONTRACTOR 1 I i I BL13G. CORNER I * S * s TO VERIFY)--\ S. I� 4 ' : + STA� 1-+,48 �` (120-1RT.) �� �,• - .r x I .... ,,, ........ ........ Y..........................................., - WITH COMPACTED SOIL. xx xx xa x . xx xx xx . > . xx . . . : Xz . xx . . . . . . . . . . . .— xx . .xz : zz . . . . xx . xx. _ xx . . . . Q. . • . . xx . . . xx xx.-- .... ... .... 57.47 o.. ,. .. ::.::: ::..::�' : : ::.......:: TEMPORARY ASPHALT RAMP DOWN ... ::.::.. .::: ::::::::: ► : 57,35 ' 9:k R. TO EXISTING CONCRETE PAVEMENT .. ............ ....... �: .I.. ..........:::::.......... .m..... . .............•::::: :: ...........::... .... ...... . ................ :i:::::::.:::::::: ::::::::::::::: .:::. ::.::.:. ':..........:........::.............::.. . .::::::::::::::::::::::. : s "' - SAW -CUT AND REMOVE CONCRETE PAVEMENT, I............................. ...................... 8f R...... CODED NOTES: I................................................................... ..... ........::::::::::::::::s: • � FILL WITH COMPACTED SOIL, AND SOD WITH • BAHIA SURFACE OF SOD TO SLOPE` UNIFORMLY `'� PROVIDE 1" TAP TO EXISTING WATER MAIN, 1" WATER • • • • • • • • • • • • I FROM EDGE 'OF PROPOSED RAMP TO EDGE OF METER, AND BACKFLOW PREVENTER PER DETAIL SHT. 9, TO MEET EXISTING GRADEEXISTING PVMT. SERVE INTERIM U.S, CUSTOMS OFFICE. TEMPORARY FENCE (S' CHAIN FOR SOUTH ND70FRRAM RAMP). MAINTAIN (TYPICAL ALSO EROSION AND SILTATION CONTROL LINK WITH BARBED WIRE). MAINTAIN SILT BARRIERS AROUND ALL INLETS OTHER METERS ARE FUTURE -BY OTHERS. SEE SHEET 2. WHICH RECEIVE RUNOFF FROM THE CONSTRUCTION Q EXISTING 8" DOUBLE DETECTOR CHECK VALVE (DDCV). SITE PLAN SITE. 0 COORDINATE WITH FPL Co. FOR INSTALLATION OF PAD -MOUNT TRANSFORMER AND ACTIVATION OF ELECTRICAL SERVICE COMPLIANCE WITH SJRWMD PERMIT (z7/Y/4s0V: 3w, OVUM).ExTr-ND EXIs11.Nc CONDUITs AND CONTRACTOR SHALL COMPLY WITH EXISTING INSTALL CONDUCTORS AS REQUIRED, SEE SHT. 9. SJRWMD PERMIT, WHICH SHALL BE POSTED' AT :THE SITE. NOTE: THIS DRAWING WAS MODIFIED BY GCI, FROM THE CAD FILES PREPARED BY BCA; . A . EXTERIOR WALL STEEL SHEETING ON STEEI E TE E, ( FRAME, EXISTING UNDERGROUND PIPE OR CONDUIT INSTALLED . P R - PERIMETER WALL LIGHTS 100 WATT, trl I I I 1 I I : - " - IL. " EXCEPT BOTTOM 4 FEET TO BE 8 NCR MASONRY). CO CONCRETEUNDER __ _' - �__- -_' _ PREVIOUS PROJECT TO SERVE. BUILDING B 277 V, HIGH PRESSURE SODIUM ON II I 1 1 I I ' ' ' ' ' ` EXISTING UNDER. - ,,, ,,,.. ,; , "' _ ;, -I P OPOS D PIPE OR CON 1T 70 BE IN5TA D PROPOSED DU INSTALLED -"- -'-"'" TIMER CONTROLLED "H " C CIRCUITS. 1"HOUSE" IR CIRCUIT (A OR B) IS INDICATED. I I , 1 I I I, I , 1 wl Z III I I I , ; , I I I, I GROUND SERVICE LINES. _ ,, ;..' 1. , . - ' INSULATED WALLS SURROUNDING REFRIGERATED AREA. BELOW SLAB ALL PIPES SHALL BE PRESSURE TESTED , III �� III , -. ,, SEE TYPICAL SECTION, SHT. 6 . BEFORE POURING SLAB). I , , �,; 1 °'I � � � I I I � , , , _ � ., ��!� a TRANSLUCENT FIB RGLASS III , , , , , I U , 'l . 1-HOUR FIREWALL ,(STEEL STUDS WITH 5/8" GYPSUM BOARD EACH SIDE) --, WATER SERVICE CONNECTION TO' BUILDING, FOR FUTURE Q EXTENSION BY TENANT SERVICES ARE DESIGNATED 'A' I r SKYLIGHT PANEL III 3, I I , , III I 1 I I " _ . _ , ,,I I I 1 I , I i. . u THROUGH 'F' SEE SITE PLAN . �_. X , Q, I 1 �, 11 % r GYPSUM BOARD/STEEL STUD OFFICE PARTITION. C ) Ki , , I � F, U , I mo~ ,� I, I v UI S I , I I 0 `� :> PROJECT NORTH . . (NON -FIRE RATED). __ - HOSE BIBB (CONNECTED TU WATER SERVICE HAVING 3 ; ; ; > ; x ; > w, , > p, a A " _ FCO FLUSH CLEANOUT I I , a. OI w , I n. z, I a = ��~ SAME LETTER). INSTALL 24 ABOVE GRADE AND PRO �, rJ I I , 01 xr 1 w VIDE VACUUM BREAKER. m ; 11. ^ 1 > . I , _, ,= .,; © 1& - GUARD POST (TYPICALLY 2 AT , EACH COLUMN, ¢ ' ; : cv , a- � I , , -q- w, , , `-' I I == 1. JI I I �' , i SCALE FEET 4 AT.EACH OVERHEAD DOOR . CONDUITS TO EXISTING PIPES o,,, x,: �, , , M 1104 , W CONNECT NEW PIPES AND CONDI CONDUITS SHALL BE AND CONDUITS. NEW PIPES AND , I I I I I, I I I - t SAME DIAMETER AS EXISTING. ALL EXCEPT FIRE PRO- ,,, , , ' , I ' , - fi ADJUSTABLE DOCK LEVELER. , I , I , E-, TECTION LINE SHALL BE PVC SCH. 40, SOLVENT WEIR. ,� ; rJ' -j 1 . w w• ., I - III I . IWI I ; : 1. '" 1 1 1 I ,, I - RAMP 70 BE ,, I ,,1 1III I i , 1 , , ; . ' - , CENTERED IN III I I I I I I I .11 TRUCK RAMP TO BE BAY 9. ,,, , ; ; ; , TRUCK RAMP TO BE I 0 RAMP � --� RAMP 2 I III II I 0 RAMP 3 o CENTERED IN BAY 4 111 ; I 1 , , 1 0 CENTERED IN BAY 15. I,, I I I I i a ,,, I „ „ a . • .11 1 Q 1,, 1 1 1 I ,, 1 Q' " 11 1 I , I, ,, 1 F_ a WATER SERVICE VALVE (1 1/2" i3RAS5 GATE VALVE) SEE RAMP a cn ; ::: , , F (L V TEMPORARY 8" • ( o_ DETAILS SHT. 7. 0 11 I I , , , . , ,. I o CONCRETE MASONRY - ( z IN BOX WITH TRAFFIC RATED CAST IRON COVER SET z I a X _' FLUSH WITH DOCK SLAB SURFACE, LOCATED AS CLOSE < _' III ; ; ; ; ; a o = RETAINING WALL , ¢ M ¢ , ¢ ,� W{TH TOP SURFACE 1 a Y AS POSSIBLE fQ WALL (TYP.) 1 �, i t ,, I a Ix iJ ro U lot ; 1 I 1 1 I 1 [� 6 - r: . - ON -: 1 SLOPE. r CONCRETE STAIRS WITH `�' I ' ' `� I I I I I ,, 1 RAILING - 5' WIDE o I� MANUALLY -OPERATED OVERHEAD f5 � , 1 I i ci , ,,, ,I , i , „ w ALIGN END OF DOCK " a COILING DOOR, 12 WIDE x 12 HIGH, a WITH EXIST, PAVEMENT I 6 RISERS ® 7 1/2 3 9 GALVANIZED STEEL SLATS WITH 4, I I I I , I i ,, 1 III I I 1 1 � ,, , I 5 TREADS 10 = 4 -2 — / FACTORY PAINTED FINISH (TYPICAL - 111 I , , „ i CONCRETE WALK I FOR WEST WALL EXCEPT I I , I I , , , , I , 1 1 I I I I I (SLOPE UNIFORMLY I DOCK LEVELERS 5'-6. 18'-0" REFRIGERATED AREA). 9 REQUIRED 18"-0" it: 8" M.J. GATE : ; 3/4" BRASS HOSE 8188 WITH BACKFLOW 5`-64 18'-O" ,„ VALVE WITH 1 1 , - - DOWN TO EXIST. PVMT.).—� , . I VALVE BOX I I I PREVENTER, SUPPLIED FROM WATER SERVICE 1 \� \ ,,, FLUSH WITH DET K , , , WITH CORRESPONDING LETTER (TYP.). 1r, Q �A B ROOF OVERHANG -� a C OC .. t . . I/ SLOPE . p I I, I I I,, 1 :\'� -- -- --------- --- -----Al--------- --------------- - -- ----------------------------- --------------- ---- ------ -------- --- ---- ---------- -- Q-------- ---- ------------ --- --- -U--- •�� ----- --- �----------------- _---@_ - - _ ----- I l- - --- --- --- ------ --------- - r<{�� 10' DOCK (4' H.) L.J. TEE _ �� ,'F` r: —�� �- HI I --__ -- — 2-2 PVG a 0 r>,� - �" PVC ---_ 1 Y C \R pp�. GI- D K . WS= —� �-- r B —�W� I r -I F. /�a� __ . - _ - D �--a — Eu — - 0 5� o0 00 oo oIo 0o u i , o0 0o flf/ �. ° —/ ��.: 3' SWING 00 8" PV u°Q " " ' 10 I " STUB OUT 24. I I B, 4� STAIRS ( [FC �-8 D.LP. FfRE PROTECTION SYSTEM RI5 R I I DOOR (TYP.) INV. 55.34 UNIFORM 1/8 DEEP, CAPPED1 -6 1. I I --- ( - f -`] r - - I �FCO ...�._ �. � :.�._ . —; -_4 ! —}- --1- ''""' Ir-->-- {--- --- - --- .-� O ®-7SAN-----I•-r- -►-1c� -W-- 1 --, --- - `;----- __ .._ � PER FT. SLOPE. 1 I 'I I g - INV. I I ; f ! I ! I 1 INV.L 4 6 ff j FCO , I i FCO ( a� 58.93 I I 8" UARD PUNT AT 56.90 4" I P C INV.i 56.12 1 1 /2 READED TEFL '•, I !, i I , ` 3' --� I 1 I MANUA! L Y-OPERATED I I I STUB-OU APPRO . 7 PROP SED 4 P CI "I, I_._.1 EAC COLUM ND ..-... - --_--- 10 I �_ " _e_; );� OVERHE D COILING DOOR i _-._, -- I - OV HEAD D O . SEE I I ( 12 A.F. ., FOR TEf ANT 10 I , I I DET�IILS SHT. 6. l INSTALL EXIT SIGN 'WITH BATTERY PACK I 8' WIDE,x 10' HIGH HAVING , - I ' ' I I INS A D GALVANIZED I ; i I i CONNECTION (TYP.)1 I' ►0 I ,i . i AND EMERGENCY LIGHTING AT EACH $TEFL LA7S WITH FACTORY I " " I I ; - I I SWING DOOR - TYE?ICAL THROUGHOUT I PROVIDE 6 x 4 REDUCER i i I BLDG. CONNECT T HOUSE CKT.. I PAINTS FINISH. 3 REQ D. ! I I r I I I ( } (2 WES SIDE, 1 EAST SIDE) i ROOM TRICANT/ERIOf DIMENSI ONS NI MENT I AND CONNECT EXISTING I I . 1---..-.; 6'-0 ...X 16'-0". !HALLS TO " - . i .-. .....- ---1 . • I I 7S 6 PVC STUB-0 lT (INV. 54.70t) I 1 i ; .;I:_ . . ! I I i } B I E -TgNAN ;. F 8 I NO UTUR ' i I { I I I I ' I ' + _ �(( j i HOLWYj MASONRr TO 8' AIF..I ! WILL CUT FLOOR aLAB _ FCUI I I f i I ENTIRE BUILDING AOVIDE F R SPRINKL4R SYSTEM AND BASICI LIGHTING SYSTEM. ON 1N WITH I I � ! i { I C T QED STEEL ST1,,D I AND CONNECT ,Ta SAt�I. ! I I1. }} I •_•_ ?--.••-.) -- SE SPECIFIC ripN SECTI NS 15600 AND 160001 i i AND IGIsP. BOARD TO UNDE S DE I LINE AS REQUIRE' .I I 1..-.... _., _ 1-_...., .-.-�I ...__4 ( _... ..__. I - I I I OF ROOF SHEETI G. I " , , I a I I I I TOINTER MEU.S.ROU TOMSNOFFICEIN-� , A' i I I 1 i I I I I ( i a � 'A - --------------------a--------------- --------------------------------------------------------------------------------------------------------------------- - -- --- - ------------------------------------------------- ---------------------- ------------------------------------ - -- --- ---- _�_ i - - I ' -r p .. - - j i I { - - ----- -' c7 '' " I " M I RIDGE I , �. = �� " I I I rQEFRIGERr TED AREAI ! PROPOSED 4 PVC I , . I �;- I I I ; ; i I I I - I....- I ` ►IULATED }SLY WALL1?�1NE1,5 ' I �-,.... ~- i j ,, �- _ �...... I i , r Ff UR FIRE RATING FIRE WALLS, I i I ( I! I ! I I 1 I ! I i INSULATE WITHI CONDENSATION i it I I I I I I ( ! I, I { ' ' w_� _�H PROTECTION)R�.��� I i _ j -_ REFRIGERATED AREA �. I i i �� ( ( ` I _�; ' ._ _- CQNDENSER UNITS ON { _ , 1 a fi-Y�....,,..` �¢ i I i ' FUTURE 3 x 10 TRANSLUCENT BERGLA5S C INTERIM U.S. I BUILDING CONCRETE PAD. DIMENSIONS I ! SKYLIGHT PANELS 55i IGHT TRANS- j 6I I 3/4 COPPER TU ING TO HOSE BtBBS Q , EXTENSION - kO�,OSED FINISHED FLOOR ELEVATION 59.60 BE INSTALLED UNDER SLAB BY CONTRA TOR. CUSTOMS Q FIC I I IAS REQUIRED. SURFACE ` MI ANCE 4 REQ D. PER BAY EVENLY '_1 ' E : I I , �-�--- TYPICAL FOR WATER SERVICE A, B, C, qND D; (SEE PLAN SHT, 51 I SHALL BE 4 t ABOVE ; I I SPACED OVER 130 HIGH48AY WIDTH I I I � I SHOWN FOR SERVICE "C" ONLY. ' i � f ) FINISHED GRADE. I I I I I A� SHOWN. I I C ( I I�I . I I r- � F-, I l - J� / I 4 6 I , �'1 I . --I { , I I ! I I I I I ! I ! 1 I I �I f ` i I ! i . I I I i ( I I t f I - P 7 I I I e' , �I ` : f -# 8 GllA o osT A I I I I I {{ ! ' CONC. . I -- I EACH- 0OLUMN AID I I I I I I 1 I WALK i OVERHEAD DOOR. SEE f I rB j I i i SLOPED RECESS AT EACH DOOR ` , I I DETAILS SHT. 6. ! ! ( I I I . r I 1 I (SEE TYP. SECT., SHT. 6) ! ; _ , I . PAVEMENT TO MEET' I PAVEMENT TO MEET I r I FLOOR ELEVATION I 1 , I , . I I IrI 1 I FLOOR ELEVATION I Fi I I ______ ---(SEE SECT. A). I l - - I (TYP.} ----- -- I - -"--- . ----._ - - 0 0 0 0 • 010 1 o � I I,Q� y- �r O.O O� ;', 1 „. I I � . . I �� j ::: I 010 � - - ^I O O O O O T- 1. . I I . I I t :11 I A I . . __­ - t7—! . - - - - -- -- -- ---- ---- -- -- -11 I . — - - ----- --- ---- - ------ - - --. - - - - — — —-- I I I . I � 1� ; - ----------- --- _1. ---- --- - i - - — -- -- - --:- - - -- --- - - - / ---- - - - - - -- -- -- - -- - ------ - -- /++------�-- -_1_ .---------- ------ - ----- -- - - --- - ---'------- - ------------- -1 y a o A R OF OVERHANG B `� A A i B' 8 1 B A O j 8 I - A C B D F. A E � I � (TEMPORARY) 46 4fi ( 1 1't 251. '-0" 25'-0" j 25'-O" 25'-O" 25'-O" 1 25'-0" f 25'-O" 25'-Q" 25'-O" I 25'-0" I 25'-0" 25'-0" I 25'-0" 25'-O" 1 25'--0" 25'-Q" 1'f . pr r r 1r ►T- . rT-r I ® 0 ® 5 I ® � I ® I E � I Q I © I 1 2 4� O 7 8 10 11 1 14 15 16 1 _ r a c . - . BAY No. (TYP.) FRAME No. (TYP.) EDGECONICOF 402' I MAN UALLY- OVERHEAD COILING SEE INSULATED OVERHEAD DOOR, 16' WIDE x 14' HIGH, GALVANIZED COILING DOOR ABOVE. STEEL SLATS WITH FACTORY PAINTED FINISH ' .1. ABBREVIATIONS (SEE ALSO SHT. 3) (TYPICAL - 4 REQ'D. ON EAST WALL CENTERED ON BAYS 3, 6, 12 AND 15). �AFF ABOVE FINISHED FLOOR . -• . r I. . . • CARGO BUILDING PLAN F(�o�:� -L.Ad SCALE: 1 /16" = 1 ` . .. NOTE; THIS DRAWING WAS,AWFIED fiY GCI, FROM THE CAD FILES PREPARED- BY BCA. - . . - 111., • , _�� . . ' R.H. : DRAWN $Y: E ___ - � AIR CARG.Q BUIL.D.ING � � ..: •.LA ., . , 1. SANFORD AIRPORT AUTF-�OR!`I-Y. I .._ i 'CHECKED BY: R.H. . . ,APPROVED , Y. - B. . , 6 ■ iRL.ANO NF'ORB AIRPORT BUI DIN A .. • ' - r , - MAY 1997 , ... SHEET ,>"..�.� ;. DAT 99L EXPLORER CAVE SUITE 101 TEL 407 831-8898 I - E ( ) ; N 0 i,1.SA F D F RDA A PR GS F I 3 7 - F X 4 7 -1 3 R 7 M NTE S IN 0 DA 01 A 0 31 LQ , , , --- I _ i � L A 0 L R 2 8 22 ,, a,;, 964 CARGO.DWG r , I I I �Y aP- , �P - _­ � I L__j.F 7 WPl N TT 1.� , .Q ... 1,. FILE. No. DATE REV►SIO 1 B D D0 , O 5827 99 S ATE JQB :Na. Z7000 38 3 . • OF : ... . � I L_ __j I I __11, � ��,: , 77', ': I - • �•.I _� - I" ,, . • ,. - .. -. .: • _ , - t - t. A11\II►ft/I r7all/ 1„f.,1 6-5 Ntittboarin�' Yl[y�il f(.iating I HR. 9),4 6 L 71rf t,`FtoPr CpiifnU (tunnor—(n6{ shoryn)� Z� Mc¢'(nun) pals slue) i in: 14 ,nT Nndp'�inin), at{acbud 10 tlogr und,caihI 9 itli tusturiul9 21 in.,O.c," Z•'Slop) stud;�S•5!9 Ili, wido (min), t•1l hl. lufp, 3/a in, rdtwn, tprinnd l s{ga1 n,JA" ly¢ spaclnU 24 ip,;G 4. S._Uu{lp„uod Olunkola—(OptiOrzai}—Mpluiat wgpl or glass'fiber halts pnrtia InU stud,'Gavi{Y.. Sea 4atts`an($ WaitkatA tU���t,cat�pprx,lpr nauiggaJ Cfassil�ed Sornpadliq' 4. W411t?g4ja. GYp,4urir` 5(Q [p, thick,;4:ft,wicju ;yttuchgd.la sta41 atudg;;, "'`.track 4tiyl- 1 in. tong, Type' $ }plf•tapg4lt} 3tgut �,FQws sp4r,lyd 0 in:, O,G 'i ?.and t2-tq:.O,C. in.thp (iutd of tbp bpUld.; Joints ung6tud, ugrlicalfy untf st " sldus al 4t,o pssuntli4y. .' a ," Caltydiaji,GYp3urit.G9Ltd-Typ¢s C, SC?f Sm.Wf{X. Goiirpla•Yucific Cory GYpstiijt P,tbcu Cyps, nt Coz-TyPu 11,$. GYVRum Go.-,Tyliog C: FCV {PX2.: $CX SFIC. Sk1X, WRC t 5. Joint Tup9 and Cdfilppuntl-Vuryl, dty'ar prVlriiapd )Vino curPRQnnd,:,PUI joints gnu, $Orow' [ltyadsl'Papur' tapo„X -11, yvl�u, un,boddud in first l4y,6r" a Wints: As'an allurnatu. 11 nlinal'3/J2 Imyli.Fk UYpsu,n„vgnuacpiy?slur ma onlRp surface of ClusWI vurjaur b�suNQarJ, Juint4 roudofcad 'puur(ng Utv'111 C(a;sUacotrpil Marmp K6. 6W,. gfr-rrR PA�r Elr 1 «f1f Go)j1,fiGAL t,Lc�. /fir' �� �� � G� -(����p�►,I,, 'CR I JA SPACE FOR LOCKERS -- TELEPHONE EQUIP. ROOM (TERMINATE TEL. CONDUIT AGAINST SOUTH WALL) — ---- — I�-10 o561r Fort HvAt, ut` rr To PaG �I "LED MF- AI R FlAr-IDLCR ZHOP DR �vI►�t(,iS GYP. BOARD/STEEL STUD PARTITIONS — 1—HOUR FIRE — RATED PARTITION LI L- r1o, u4& CONTINUE PARTITIONS TO UNDERSIDE OF ROOF; t'-10f u THERE SHALL BE NO STORAGE SPACE ABOVE CEILING PROJECT NORTH 24" WIDE x 36" HIGH COUNTER, COVERED WITH PLASTIC LAMINATE ON TOP AND ON NORTH FACE; 2 SHELVES UNDERNEATH 0 120V. DUPLEX RECPT. 4" AND 20" A.F.F..(PAINTED 3/4" PLYWOOD) 26" A.F.F. (TYP.) 2'x2' FLUOR. FIXTURE II LIGHT (TYP.) — SEE SHT. 4 1} i„ STANDING - SEAM ROOF, 24-•GUAGE � ENAMELED STEEL ROOF PANELS, WITH SCREENED RIDGE VENT TRANSLUCENT WHITE FIBERGLASS SKYLIGHT r GUTTER. AND RAIN LEADERS 'WITH, DISCHARGE ONTO PAVEMENT, PAINT TEAL COLOR, PANELS WHERE INDICATED ON FLOOR PLAN. —� WHERE LOADING DOCK IS PRESENT, .f rrr RAIN LEADER SHALL .BE CARRIED BACK TO BUILDING WALL, AND SHALL DISCHARGE, THROUGH 1` _ _ _ _ J - - ' _ ' r?�IZ ✓ G ✓r>?u LOADING DOCK FACE AS SHOWN IN TYP. 12 - - - ` - - SECTION BELOW RIGHT, 1 _ _ i r SEE OPP. SIDE OF BLDG. TAPERED STEEL PRIMARY FRAMES 4" THICK FIBERGLASS INSULATION WITH - � AND COLD -ROLLED STEEL 'Z'- MITE VINYL FACING, INSTALLED BETWEEN PURLINS, DESIGNED TO MEET PURLINS/GIRTS AND STEEL SHEETING, THE REQUIREMENTS OF THE -� STANDARD BUILDING CODE AND IN ROOF AND IN METAL PORTION OF �� i r J WALLS. PROVIDE METAL TRIM TO � f � � � ��������: APPLICABLE LOCAL REQUIRE- MENTS. RED OXIDE PRIMER POSITIVELY HOLD EDGES IN PLACE E FINISH. ALONGSIDE SKYLIGHT PANELS. � vA�u �I z i ! u ao 0 Li uj y iI, PEEh IG P %f1 is i j/ cn -!` CLEAN SAND FILL PLACED IN 12" MAX. THICKNESS (LOOSE MEASURE) LIFTS, WITH 8" x 8" (NOM,) POURED CONCRETE CAP EACH LIFT COMPACTED TO 98% MAX. 5 COURSES $" HOLLOW MASONRY DENSITY (ASTM D-1557) z FINISH FLOOR ELEV. 59.60 w ;.. SEE STRUCTURAL _.,. "v o SEE STRUCTURAL/ FOUNDATION DETAILS FOUNDATION DETAILS FOR PVMT, DETAIL SEE SHT.9 r CONC. COLUMN AT STEEL COL. LOCATION EXIST. 8 ►(I ,..-, , ' - - - - f PVMT �f:r�%l - - _ _ _ _ _ - _ t 4 ► ..* c Q 1j14 1, L oo fz. j r�. ►.gyp i ____ _ ___ FLOOR SLAH fi" THICK. WITH No. 3 Lrx� LA •.� C.v 'f I / K MASONRY OR POURED CONC. STEM WALL ---- -- DEFORMED BARS AT 12 O.C.E.W. AT titer/ Cox !o Cp �o /n<a CENTER, MINIMUM CONCRETE /rrINtIAUI1 Go -r'f 'j{ fl-Ib i E - - - - -- CONTINUOUS FOUNDATION �? e EXISTING PVMT. TO REMAIN STRENGTH 4t)00 PSI AT 28 DAYS. q P i ► PROVIDE TROWEL FINISH AND CLEAR f"f�rr`�'cLrrtli-{ lkr1C �_i�rEtfE,1/' - FILL--I.N PVMT. SEE ! _ _ _ SEALER/HARDENER. SLAB SHALL HAVE F {1 t-1 ( � � GU�(° j-'91 r..% !/ " I" C��-_.__�__ DETAIL BELOW RIGHT SPOT FOUNDATION AT COLUMNS KEYED .CONTROL JOINTS NOT MORE THAN ��,r t'Tl l 11,4 I,2 1-I01a Iz 0� Lf l `>!1 ":r�'(' Tnl l i l; TYP1 AL TIC%N A 25' APART IN EACH DIRECTION. INTERRUPT Iry s� A�r��a�� 49060: 7" �i5k A�� a REINF. STEEL AT KEYED JOINTS. SCALE: t /4" = t' VINYL INSULATION- IS REQUIRED ABOVE REFRJG. 10'-0" DOCK AREA,. BUT OMIT. RIDGE VENTS AND SKYLIGHTS: (SEE SECTION ABOVE.) • RAIN LEADER (SEE SECT. A " ABO VE LEFT) 3" " x 1 4" . STEEL ANGLE 3/4" DR O g :. CASTNTO CONCRETE, ALONG R aQ OP AT Dd LENGTH OF DOCK EXCEPT AT ��!L{\`�!.I•.... ,,.., _ -CONTINUE WALL UP TO UNDERSIDE DOCK LEVELERS. KEf N F OF ROOF SHEETING (INSUL NOT- PRIMARY FLOOR REQ'D.) FRAME BROOM FINISH �- 59.44 CONCRETE. 59.54 EL. a9.60 1 HR. FIRE -RATED 1 %f - I -•SUPPORT SYSTEM SHALL BE ADEQUATE -FOR PARTITION 8" PERSONNEL LOADS ON TOP OF PANELS,(5/ _ ....._ - .,�rrrrrsr�t•, . TYPE X GYPSUM Q BOARD OVER STEEL - ' _ TAPERED BLDG. STUDS) WITH CON- �A' a COLUMN PAINTED STUCCO RECESS FOR DOCK ra ( SNIPLAP OR INTER LOCKING _ DENaA"ftON BARRIER LE REQ'D l �,• ` - I JOINTS, WITH SILICONE SEAL FACING INSULATED f R PANELS, MASONRY WALL LEVE RS AS i z in ) 4'. THICK,, ENAMELED -STEEL PROVIDE ACCESS OPENING IE FA D f OREFRIGERATED- ii CE , .OAM C RE BASE. •'�' � ` `. T �1 OD O WAREHOUSE PANELS. PLATE i I 4 a :z = I NOTE. OFFSET AROUND I I --- L w DETAIL IS TYPICAL ALSO FOR FILL -IN PAVEMENT FOUNDATION) ' REFRIGERATED AREA (FOR 35' F. STORAGE REFRIGERATED AREA FOR 35' F. STORAGE :. { 6" DIA. CONC.-FILLED 0 i I °d ) ( ) - ADJACENT TO RAMPS AND PORTION OF BUILDJNG r .. w -,. ,. ..» _ STANDARD WEIGH? i ( WITHOUT DOCK. WHERE INDICATED ON PLAN, ,FII..L-IN . STEEL PIPE GUARD _ , PVMT. SHALL BE ASPHALT IN LIEU OF CCINCRET i POST, PAINTED GLOSS " " `° (2 HOT MIX SURFACE ON 8 LIMEROCK BASE.) " I I TYPICAL FOR FOR RAN A I - � - D D � YELLOW. ELEV. 55,38t 6 PVC RIPE EXTERIOR WALLS. _-H COL. (CONTRACTOR TO RAIN LE , RER- oc co - T -i VERIFY AND REPORT DISCH, THROUGH I ! 4 DOCK FACE I - ►� ANY DISCREPANCIES, 5"t l BEFORE SETTING I PROPOSED SLAB - T ^ T , — T — ^ 4" THICK, ENAMELED -STEEL " ELEVATIONS) I FACED, FOAM CORE REFRIGERATED_ 6 --� . _I WAREHOUSE PANELS. _ Nori -SNP'-IN'r 55.44 I G �-• � '_-51LICONE SEAL AT'BASE - � �.' ._._.' �' `-- - a d I 4 A E PANSION JOINT MAT'L. ` _. AND AT ALL ,#DINTS 1/2 r � _ EXISTING , I - ''4 6" - � _ � ROPOSED CONC. PVMfi. ° � ^ N IGK CONCRETE' (SEE SECT. 0250Q) a I NO FLOOR INSULATION READ: GUARD _ F : PVMT. a 4 SEE STRU POST (TYP.) w w z a FOUNDATION DETAILS. � 4 4. -f d r U Q — T I a 4 z � MEET EXIST. GRADE . . CONTINUOUS STRIP FOUNDATION � 9 ° z �' i (SEE FOUNDATION/STRUCTURAL SPLIT FLOOR SLAB AND PROVIDE �; DETAILS, 1 1/2" THICK FOAM FOR THERMAL ' TOR 6". OF SUBGRADE COMPACTED - r °Q 40 INSULLATION. hl6" �A I • -IOq� X MAX. UFJVSfiY (ASTM D-1557). . PLAN • .SECT, ®—D �� , s nA,1 3 \\-ENLARGE CONCRETE ., ° EXTERIOR—WALLF G. ANTERIOR P RT C B TION AS REQUIRED To PROVIDE MINIMUM . FR W 1 �-H F P RTI N- TYPICAL N TA LAIN T CO N a EMBEDMENT "ALL AROUND POSTS. - _• - _ I T� N YPI T f N.TsS. f� Rt��soty : R POT TAIL. Ty P1 TI --- A► I K I �.: MENT fi N.T.S. N.T.S. (' } NOTE: THIS ' DRANNO WAS MODIFIED HY CCi, FROM THE CAD FIDE PREPARED 8X BCA. DRAWN 8Y: J,B.C. CHECKED EM- R.H. -APPROVED BY: B.P. 'DATE; MAY 1997 FILE: 9644TYP .,,SECTIONS,DWG- , �- KEYED JOINT I 1% ` TRUCK RAMP 47.34' 10 10'�. DOCK 59.60 PED. RAMP. 25.12' " 5' 23,60' I r 59.44 /,"1_3/47 59.34 1% % DROP AT BLDG.. r7 \_�9.54 :. 00 $�• A"F KEYED JOINT SURFACE QF TRUCK,RAMP SURFACE OF RED. (H/C) RAMP 57.56 ' 55.55 EXIST.. 55.50 ASPH. 55.38. PVMT. z' 0 - SECT. I —I SCALES. HORIZ. i"=10' VERT. 1"=2' 18'-0" 5'_6" TRUCK RAMP PED. RAMP w oo - o U aH xv s b- �, t a ROUND EDGES 4 1/2" (TYP.) SEE -SECT. N-H u 8" (MIN.) I -=--I SAME REINF. AS F.7FOR REINF. AND OTHER - FOR TRUCK RAMP 7 SEE RAILING DETAILS AT RIGHT 14 1 /2" (TYP. CONC, PVMT. DATA, SEE SECT. H-H AT RIGHT CONC. PVMT. GRADE SLIGHTLY TO DRAIN 1 1 G ' NOTE: RAILING NOT SHOWN IN SECTIONS 14 AND 'G-G'. '.34' TRUCK RAMP PLAN 10' 47.34' 10' 10' 59.60 DOCK 59.44 59.34 /,-"_3/4- DROP AT BLDG. SURFACE OF --- TRUCK RAMP. 59.54 �% < • KEYED JOINT. PVMT. SURFACE ADJACENT TO RAMP SECT. G--G 18, •r - r BEND TO SMOOTH 4" OR 6"t R., OR USE WELDING ELBOW. POSTS SHALL BE VERTICAL. RAILINGS. FABRICATED OF 1 1/2" (1,90" O.D.) FOR PED. RAMP RAIL ONLY: RAILING STANDARD-WT. BLACK STEEL PIPE, WITH WELDED CONNECTIONS. TO CONTINUE 1$" ONTO LANDINGS AT 6" 5' O.C. TOP AND BOTTOM; MAINTAIN RAILS (TYP.) HORIZONTAL I i BEND HANDRAIL INTO END OF q -" - - - - RAILING EXTENSION. _ - - - - PROVIDE TWO-6" WIDE BANDS OF YELLOW `A o --""� - a c,4 ADD 1 1/4" (1.62" O.U.) HANDRAIL RAMP ADJACENT, COLOR REFLECTIVE MARKING TAPE, Ca rg (PED. "SCOTCHUTE" OR APPROVED EQUAL, TO DROP-OFF ONLY) ON LOWER ENDS OF RAILINGS. 2 $ cV w m ►� SURFACE OF TRUCK EI OR PEDESTRIAN RAMP, 7" MINIMUM CONC. EMBEDMENT (CAST INTO CONC. OR SET INTO DIMENSIONS FOR PED. RAMP (ADJACENT" TO TRUCK RAMP)* , 3 CORES USING HIGH STRENGTH NON -SHRINK GROUT.) DIMENSIONS FOR PED. RAMP (ADJACENT TO DROP-OFF) r DIMENSIONS FOR TRUCK RAMP (ADJACENT TO DROP-OFF) ;RUCIRUCK QE E DESTBIAN RAMP RILING DET AI * FOR PED. RAMP ADJACENT TO TRUCK RAMP, NN.T.S.THE BOTTOM 12"DIMENSION IS MEASURED FROM THE SURFACE OF THE TRUCK RAMP, AND THE 36" "DIMENSION IS MEASURED FROM - THE SURFACE OF THE PED. RAMP. r 1 1/2" CLEAR { i� 1 1/2" PIPE r (1.90" O.D.) -1 1 /4" PIPE + (1.62" O.D.) 5/8" DIA. STEEL ROD BRACKET AT FACH POST. TKEY AT <( = 3/4" CE SLAB '} ( No. 5 BAR IN FILLED y. CELL ® 2'-0" O.C. TOP ' OF FTG. EL. 54.00 5/8" EXP. JT. MAT',L. DETAIL _ (FOR CONC. PVMT.) „� KEYED CONTRACTION JOINT SEE SECT. H-H AT RIGHT CONCRETE CLASS I •' •° e - • • NOTE: TOP OF FTG. F R RAMP A F OFt AB 8" THICK SOLID -POURED CONCRETE EL. 54.00 3 No. 5 CONT. (TYP.) 20" 1 N. T.S. SECT• J_ J WITH No. 4 BARS 0 12" O.C.E.W. 1 N.T.S. MAY BE SUBSTITUTED FOR MASONRY WALL AT ANY LOCATION. SECT. H--H N.T.S. RAMP 1 AND 3 RAMP 2 �` �.► Nc � NOTE: THIS DRAWING WAS MODIFIED BY GCI) Ia,la�. FROM THE CAD FILES PREPARED BY BCA. DRAWN BY, CHEGKED BY: R.H. APPROVED BY: - B.P. DATE: MAY 1997 FI . E 1 9546RAM PS.DWG RAILINGS - SEE RIGHT CONCRETE, SPEC. SECT. 02500 WITH NON -SUP BROOM FINISH (STRIATIONS PERPENDICULAR TO RAMP CENTERUNE.) NO CONTRACTION to JOINTS ARE REQUIRED, EXCEPT " PROVIDE KEYED CONTRACTION JOINT AT CONNECTION TO DOCK. FOR ELEVATIONS 4 1 /2" SEE SECTION ABOVE No. 3 0 12" O.GE.W. tP VARIES - SMOOTH STUCCO-1-y 8" MIN. No. 5 CONT., LOCATED TO AVOID RAILING CORES HOLES. CONC. OR 8" MASONRY ASPHALT PVMT. 4 MIL POLY FILM I A NUMBER OF 8" WALL - SEE "FILL-IN PAVEMENT COURSES MASONRY DETAIL" SHT. 4 BACKFILL COMPACTED TO VARIES 171 98% MAX. DENSITY (AASHTO T-180) --\ -- fc N.O. .0cln GMNIMFML CONOTNUCTUROmINCIN 991 EXPLORER COVE, SUITE 101 TEL. (407) 831-889$ T 0 T SPRINGS, FLORIDA 32 01 FAX 407 831—�223 AL AM N E PR L 7 ( ) SANFORD AIRPORT AUTHORITY ORLANDO SANFORD .AJRPORT SANFORD, FLORIDA AIR C GO MDI ,.:arI' RAMP DETAILS �. SH ET E QF DATE REVISION BY APPp. fDOT WPI NO; ..5827599 - _ sTA7E J0B No.: 770Q0- 3825 <, : ; - - - - J-... :. ....'� - .: ,- - - "t 1. d. ' -� 1 -. : _ - 1.. -a r .. a , , I. , .. , . 1'.1- - 1. n, a -.1. .. I . , l �'L .­ _ ",�_.� ,I. e­ 4"1,i, I.;I L , ,- I�- ". -,,­L�. . , -". ., . I. . :.L,,, 1L,�- ,II. ,I .- - II L. .­,!. I,�,�m. '. tI,�- Il ' I I I. .Il"I ..I I ILf L,L 'I -.I �.- ' I I. I II�1II�.I �I., 4. -I-L,. , L-I I� . � . -�II .I I� . .I ­.I I -I II I �I,I 1I,I-3I 1-­1 :I1 I II � 0 I ,' .I ,� I �,-, I� . ­"1.. . . I, I "�­ \I ­--.. I.1L . I ,�I.I-�IL��. I-"I�I . e-IAI .I: �ILI I w '" .I- IdI1.- III..'�. , I ­ - -!, . .I�1 II I ; I ,� I; %�I',­ � ., I 1I II.I - �I'.- .#� a ' ��­ �.. .... IId I I � , .I I � 1 ! IL .. oI --1 I ;��. ... 1 I II �.I 4�1. I ,-� � ­ '. I .II :1,11LI ., .l.1 � L1,L.l1 I,L1-� I'e:�11-L , 'I1..I . 1.. I-, . I ...�1,. .4., - II .1I�—I, , I . 'I . , I - .I ..1110. I e L I'I I -II . Iv II . ��.. . I. . .. .. . -_ L 4�I .I '.. IA� .e I-1 L1I II I .I 4� , .:. I , :� I I .� 4. -L . : 1I.I �,4I . .- I ."LI r �.I .- I �� � .1. ��-f4 I I - .-. , - -- -.---.J-i Qi INT 0 S.I z ET"*A<.- - - 5 _ - �LI. NI �; Q�(. '' [D. .I - IE.. �IL , .. _ i ,.. - - I .i �1,-I. �� Ii i I w� .L .i1� I Ii. �.II,� ! -'L ,-. � '1i 1I 1.I I"I1 ' ,,II I1,.I: � : II ,I I ,�LII .�L. - IL ., I ,I- ­. .L II I . ,II �..e �I­IB..1I­I� 1 1: �.­I�1.I �-.I: II L . , .II �.I ;I ,� � II, LIeI IL �I �.1,II Ie . . 1, L-I, I r - I -�. 1-. ,0� PLI -�.I -� I ­ I- . . --I I L . � I �;: �.1:III ::I1 1 : -2 ,I" I - I" �, ,1. � , ,'11L�e. I::,.,"1 , .� . '.I ��.:," L4I. , I.-­� , �I,!� L,,-, I . ,I ,,-,­.. �%"�,1I -,i :�.It,II q - ,. . 38 + s 1 / ( 1/ 1/ 6) 16 INTERIOR WIDTH . , r' 1 ,L I MA INTOP OF SEALANT N , N WA S 1 4 t1 ELOW SURF C LL TO CONTINUE UP TO , METAL PANELS - !�__ UNDERSIDE OF ROOF SHEETING f- - TELEPHONE BACKBOARD N SEE SP n N N 6 NIPPLE ECIFICATION SECTION 02500 SEALANT DEPTH 1/2 (t1/8 ). ON NORTH WALL 4 x 8 x 3 4 PLYWOOD ( / ) . i - _ FOR NOTE 1: IMPORTANT: AFTER COMPLETING CONCRETE PAVEMENT ' .. 0 DETAILED REQUIREMENTS. CONTRACTOR SHALL MEASURE ACTUAL DEPTH TO EXISTING _ CONCRETE PAVEMENT AT EACH JOINT LOCATION RECORD SECONDARY SAW -CUT. USE SELF LEVELING SILICONE 2Q :.,;, " t; N „ SEALANT, GRAY COLOR, DOW ON -PLAN, AND DELIVER TO OWNER, THIS INFORMATION. 1 1/4 TO 1 1/2 DEEP , ;CORNING 890-SL OR EQUIVALENT. , , , IS NEEDED FOR FUTURE CARGO APRON CONSTRUCTION. ", ,---i_1--_, r---1 ,---, _1___ __-1-1 __ ___1.1 ,___1_1___, . - INTERNAL RECESS ` r , EAST. WALL , , LLI ,: ' AT EACH D - - ' OOR \- FOAM BACKER ftOD SIZED TO r O I i Q 3%± SLOPE ' - I. HOT MIX ASPHALT SURFACE COURSE. : ; - FIT TIGHTLY IN JOINT. , - : , ; O WIDTH VARIES �/ F : : ; I ; RECESS PERMANENT CONCRETE'PAVEMENT TEMPORARY ASPHALT TRANSITION r^r_ -,E, rDr--_; i---r-,-__' REF B A 1_1. __ 1_1___ _1_1___ 1_1-__1 R I t___ l ry ,_r-__1 ___.;-____1 TENANT ; ; ; ; - , - - 6-, ,- , ,- T / �� a PRIMARY SAW -CUT 2 1/2" (MIN.) DEEP ` ; � , , $ , BLDG. SLAB ` . - . , 1-25 - ty TACK COAT SEE NOTE BELOW. (TYP.) --�__ ? �, @ 4 i ..- 0 a 4-59. ?r • I .. , -�.w ,d , .a. - ( d . .. E / aI .,, 1 i , COMPACTED 1/2 EXPANSION , , , - r � � EXISTING ; ; ; , , , , , FILL JOINT MATERIAL. 1 CONCRETE ---- --- -- - - . 0 I.0� ; ; ; ' . , , 1 5 - ti . ----.- PAVEMENT t 12" ECONOCRETE` `T- `- --- _ _ _,_ `------ -, SAW . CUT - --- --- LEVELING COURSE ____ ___.--- �, - - - - - - - - - - - - - - - - - - - - _ _____ __ __ - (THICKNESS VARIES) EXIST. CONC. PVMT. TO REMAIN �\ _ �'_-• �� 4 -' ____ f - - - "- ELEV. VARIES � 11 A- 4. Ir�-1N,I � �N.�­'­1, I S11`ID:� �T��= , '1.IA­­ -\I, � I -I-I ,Q. I- . 4" 1­�.I- REMQVE EXISTING CONC. PVM't. - `-' - - --- -- ---- - 1/I . . � A. -I .. I . M"­I �,­­I� S-1 --. ". � � 1-I � .1� � I,11� .,.'�:-I�- ::�, I. � I -I 1� --JI ��,I-I".� 1 I -, :1. II 1, -'. I-­'1,. III . p I- .. '�I -I -I � . I ���, �. �� t I �� , .� I. , Ll:�[:.,I�I�I, I�I - I-, I I II1 I 1�I 6 - MIL POLYETHYLENE ____ - - - - - --- -- SEE JOINT FILM BOi'JO .BREAKER PROVIDE DOWELED CONTRACTION SEALING DETAILS 1 i II II II PI I 11 11 I JOINTS 020' O.C. -SEE ECUNOCRETE LEVELING COURSE, PLACED u u u`J BETWEEN ECONOCRETE DETAILS AT RIGHT. AFTER CONCRETE PAVEMENT IS COMPLETED. SECONDARY.SAW CUT i i . AND CONCRETE PVMT. SEE NOTE 1 ABOVE. i 1 _ - ° 2 1/2N a a 6 1 x � ° 6-`= 3-- 4" PVC . • - ° v ,n MIN. '- PRIMARY SAW CUT a EXTEND EXIST. ° n a (SEE NOTE BELOW) 'CONDUITS - SEE E. TYPICAL SECTION -� AlRSIDE F'AVE�IENT a TO TEMPORARY U.S. CUSTOM OFFICE FLOOR PLAN). ° 4 : rLT.s. ° ° 4 TO OTHER HOUSE CIRCUITS. . ''to DOWEL (NOTE 1 . a ° 0 ODD NOTES. EXTEND EXIST, 1 1/4" CONpUIT a a AND 2 TYP.) FOR SITE LIGHTING - SEE PLAN. INDUCED CRACK �1 FUSED MAIN DISCONNECT SWITCH (277Y/48OV., 3 PHASE, 600 AMP.) - , NOTE. PRIMARY SAW -CUT ShlALL BE MADE AS SOON AS POSSIBLE ' (WITHIN 12 HOURS) AFTER PLACEMENT OF CONCRETE, TO PREVENT O LINE GUTTER, 8" SQ., WITH CONDUCTORS RUNNING FULL LENGTH FOR CONNECTION BY FUTURE TENANTS. . RANDOM CRACKING. SECONDARY SAW -CUT (FOR SEALING) MAY BE MADE LATER. 03 HOUSE METER. SECTI ON ® HOUSE DISTRIBUTION PANEL (SUPPLYING SITE LIGHTING, ` SIGN LIGHTS, PERIMETER' SECURITY LIGHTS, AND ANY OTHER NON -TENANT LOADS, PLUS TEMPORARY U.S. CUSTOMS OFFICE THROUGH ; • SUBMETER). 277Y/480V., 100A. . - i, + @ TWO - 24 HR. TIME SWITCHES WITH RESERVE POWER FEATURE, 277 VOLT, 2--POLE, 30 A. (MIN.), R P PDT. � NTRACTI N JOINT E AI S FOR SITE LIGHTING, SIGN LIGHTS, AND BLDG. PERIMETER SECURITY LIGHTS. SEE SITE LIGHTING . WIRING DIAGRAM BELOW. - N.T.S. 6� SURGE PROTECTORS FOR SITE LIGHTING, RATED 277 V. TO GROUND. _ -� �• Q REFRIGERATION EQUIP. AND REFR. STORAGE AREA LIGHTING METER 1. DOWELS SHALL BE SMOOTH STEEL BARS, ASTM A615, 1" DIA. x 15" LONG, SPACED Q REFRIGERATION EQUIP. FUSED DISCONNECT SWITCH, 277Y/48OV., 3 PHASE, A. AT 15" O.C. THE FIRST AND LAST DOWELS SHALL BE 7.5" TO 15" FROM THE CORNER, Q SPACE FOR ONE OR MORE METER$ AND/OR METERS & 'C.T. CABINETS FOR FUTURE TENANTS. . 3't 17± AS REQUIRED BY THE SLAB DIMENSIONS. DOWELS SHALL BE PAINTED AND LIGHTLY FUTURE TENANT ELECTRICAL SY GREASED. ( STEMS ARE NOT IN CONTRACT). . INSTALL METER AND BACKFLOW PREVENTER FOR TENANT 'E' 2. FORMED CONSTRUCTION JOINT MAY BE SUBSTITUTED FOR SAWED CONTRACTION JOINT SPACE FOR DISCONNECT SWITCHES FOR FUTURE TENANTS. ONLY. OTHERS TO BE INSTALLED IN FUTURE BY OTHERS (TO BE WHERE DESIRED BY CONTRACTOR TO END A DAY'S CONCRETE PLACEMENT. DOWELS FOR SPACED 2' O.C.) TRANSVERSE CONTRACTION JOINTS SHALL BE SECURELY SUPPORTED ON STEEL DOWEL 11 FUTURE TENANT FEEDERS (BY OTHERS) TO RUN THROUGH WALL AND UP OPPOSITE SIDE, THEN SUPPORTS, WHICH SHALL BE STAKED TO PREVENT MOVEMENT. DOWELS FOR CONSTRUCTION OVERHEAD TO TENANT SPACES. 1 1" BACKFLOW PREVENTER, REDUCED 4'-91, JOINTS SHALL BE INSERTED INTO THE FORMS AND CAST INTO THE CONCRETE. CARE - PRESSURE TYPE, BRASS BALL SHALL BE TAKEN TO MAINTAIN DOWELS PERPENDICULAR TO THE CONCRETE FACE, AND ® EXTEND EXISTING 2 - 3" PVC (SEE PLAN) TO BACKBOARD,, FOR TELEPHONE SERVICE CABLES, VALVES (NOT GATE VALVES) - CENTERED IN THE JOINT. COORDINATE WITH TEL., Co. FOR INSTALLATION OF CABLE AND JACK. WATTS 909 OR 009, OR APPROVED EQUAL. NOT USED. CLEAN, 'PRIME AND PAINT PIPE, @ACKFLOW PREVENTER AND �4 DIGITAL SUBMETEft, 277Y/480V..3 PHASE, VALVES BLUE. USE RUSTOLEUM 1" GALV. STEEL #960 RUST INHIBITIVE PRIMER o PIPE RISERS TO 277Y/480V. 30 FEEDER A. TO INTERIM U.S. CUSTOMS OFFICE. PROVIDE" 277Y/48pV. AND #925 FEDERAL SAFETY BLUE TO 120Y/208V. STEP-DOWN TRANSFORMER AND 120Y/208V. 3se DISTRIBUTION PANEL AT QFFICE 1 BE MAINTAINED I II ENAMEL, OR APPROVED EQUAL. PLUMB. i! SEE PLAN SHT. 5. , a- I. . CONTINUOUS CONCRETE SLAB TO BE o z NOTE: ` II I I. ALL CONDUCTORS SHALL BE COPPER, TYPE THWN/THHN, AND SHALL BE COLOR CODED. PLASTIC SLEEVES (TYP.) H INSTALLED BY OTHERS IN FUTURE, Q a PARKING AREA--' Q. AFTER ALL BACKFLOW PREVENTERS w 1-- • \ 00 FOR BLDG. PHASE 1 ARE IN PLACE. I_ - FUTURE WATER I EXISTING EXISTING METER BOX FURNISHED CURB AND @Y CITY. T` I ` 4 PVC FOR A x \ SERVICE ASSEMBLIES " I. FINISHED GRADE -9" 9" ROUND ui � NI FPL PRIMARY. GUTTER -- -�`" • 1 f EDGES (TYP.) 3,t FACE OF CURB -��I I I •_ I .t .\ /,\ /.\ /.\ /. /.\ /'� , ______� 11 - - - - --- -- - GRASS-, o N a _ --- _ / _ - t- 1 BRASS CURB COCK z ___ _ a-- - - - - 'I I' �T p �•, '`� 1 TYPE , K COPPER PIPE -\ cv 9 .: ' H COORDINATE WITH FPL CO. FOR ( EN R L YO T FA I LITES .IN CTR C R I `° . a CORP. j , 6x6xNo.10/10 W.W.M. 10'SPVC I -^ 12' `(TYP.) t° 27'!Y L�AO ON OF TRANSFORMER FOR - o STOP WATER MAIN 3 A e C D E F / 8 V, 3 PHASE SERVICE. __ __ - 1 No. 4 BAR ALL ( I -A 0 .. , f I 1 I / - 0 3G* AROUND; BEND _TO-BIDG__ - - - - - v ; L` , `, ' v -H EXTEND EXISTING /'r AROUND CORNERS r - - - - ;-'-f -, ---- -- 00 Ex CONDUITS TO REQUIRED i " i J _ _ _ _ I oz I / r-- SEE SPEC. SECTION 16000 FOR WAREHOUSE UGHTING REQUIREMENTS. , v 4" THICK 12 (MAX.) - - - - - - _ _ - - v i j ;) i) y; I o LOCATIONS. II �� ANY WAREHOUSE LIGHTS IN AREAS WHICH HAVE NOT BEEN ! . k -- GRAVEL BED TO BLDG. � . - -� .. .......:....._ -,_,..I..' I THE END OF THE CONSTRUCTION PERIOD SHALL 13E TEMPORARILYEDFEDY I� r---------------- --� � .... w 1" METER FURNISHED BY CITY -` J _ . -- - - -- - - -- - - -- - '/ --' � w I FROM THE HOUSE PANEL. --1- II " -l-- - - - __�� _----- . r_--_-_---� SADDLE AND INSTALLED BY CONTRACTOR, 1" GALV. STEEL TT , CENTERED IN BOX. PIPE AND FITTINGS. PROPOSED /I N� S ORS CONNECTION III EDGE OF z I MAIN I SURGE FOUR - 277V., 10 CIRCUITS EXIST. EXISTING 2" PVC SCH. 40 I PYMT• II = I BREAKER I PROTECTOR NEUTRA A TENANT E c7I ( L ND BOND WIRES 10" PVC CONVERT TO 2" PVC SCH. 40 PIPES, 6 TOTAL (3 ABOVE III CONC. SLAB BY I I L-. I I z -1! I (T•) - NOT SHOWN). SIZE OF COPPER - WATER MAIN PIPE, SOLVENT WELD JOINTS. AND 3 BELOW). USE TWO WATER SERVICE j OTHERS SEE CONDUCTORS IS INDICATED. I. PIPES ON BOTTOM ROW. ASSEMBLIES. (SEE III DETAIL AT LEFT o wI I } • DETAIL AT LEFT)-1 I ) I I W I I (L I I 30 I r- - _ _ -� f 111�1, 1II , ,. ..�­ 1� e-I,� 1.lI'-. I.-:� . ,. � ',,I­\.1I - �. '- ,,. ."17,, �-I ,.I, I , ,', 1,II, -' I . .97" �I­ ,�:;.,���i"j­,i.iI:­."l" I �I ��- - - ,I - I I�-I � -:.1"�,,.-!.-1I ­., . . I-1I . ­.' 1-,.I . - - ,\:-I I ­,. I-1.�I-I."1,.­;I1- , �-1.I �l 1- � 1-, �-�I.�-'. ,­. ,-I, ,1, I" :- I , I��. - 0"IqI 1,',�.-;-� ,, � . I.I� �­ /-I:. . -�1' :I I�I -,, - -I I -.II. 1,i. ,fII,I-f / I I I � i�I !/ I- 1�I I�-I I'/ 'Y�,1'�1.1" - -�I­.1 ., I�,-� :-� .1­�". 11� I, ,I, -I ',-IC�,- ,I%Il,­I�� � ­-,7',, ,1,I "�iI,.�,�, L,,I1 �, '- ,�. :1I--L'\ '. I1. �:-.\�:' I- . .. I I,. I-I1 , 'N'1�:,`I -� I- I� � ;-�I­" I ,,I­�I­ "­1�tI�1, ­ �. -\I.. ­±�\.��,. I&M'G�-.,­ 0I ,�1-'��,,7"I. ;,, 1.',I - A1,�X.­,, '",II� -�l.Wft�1.",1;,,�LN I.��I�'.)I% ­-".1,�"I" 1,�I �,'I;�­II � ,*X'�L LN. ,c ;,-�;, '\,�� I ­'.'EI.� -\, " 1�1 � ' I :\�,� ��.­:� I R� . .. .I1 1-:I1 1 IIQ.I I .1.,� . fE: ,,. :, 1.!�,;. T­� 1� - -.iIi:-.:: , I�. �' l � -I\ :%I:I ,, '.­ :� .I '-\II--�1:::4.. .-. ,I�MI �11� I ,.�-�I - �I �1I ,'-C,�i !; Q-�-a�,u�,I�1Kl-� ­1 I1I `1I.1 -.I '- ­l=*"fL'4 l . .i \- CONTRACTOR TO LOCATE I I 0 SITE UGH'TING T CIRCUIT 'A' NNOTES�:: ENDS OF UNUSED PIPES I III' I EXISTING CAPPED PIPES. .. 20 I -(EXISTING SYSTEM) 1. ,THIS DETAIL IS TYPICAL FOR SIX WATER SERVICE ASSEMBLIES. ONLY THE ASSEMBLY FOR UNIT SHALL BE CLEARLY PAINTED I .SIGN LIGHTS . , III c-�I � I i - E' IS TO HE INSTALLED UNDER THIS CONTRACT. THE UNIT 'E' METER IS TO BE USED ON AN A, B , C C. D , AND F TO > I �`�`� TO BE OPERATED. , . INTERIM BASIS FOR U.S. CUSTOMS. ASSIST FUTURE CONTRACTORS > I Ib ) .-. ° > I n ( 30 I �- - - - -- 12 FROM EITHER a: I zI I �� 0- I I in I TIME SWITCH A BUILDING PERIMETER CIRCUIT DEPENDING IN CONNECTING TO FUTURE r� �t I �- , SERVICES. _ °' uj • o N `v > 4 I 20 ON ALL NIGHT LIGHTING CIRCUIT A . 2. THIS DETAIL IS REPRESENTATIVE. ALL ITEMS SUBJECT TO ADJUSTMENT TO CONFORM TO CITY cv I I I + -' ^ (+ = I I I I + `� I �{ Q I I ( ) ON DESIRED HOURS OF SANFORD UTILITY DEPARTMENT STANDARDS. I I "? a K `� ui H u I I t, I� F -- _- -I OF OPERATION. © I I I¢ o a I d a 0 a I I I� o I< .- cn I i 10 SITE LIGHTING - CIRCUIT '8' ,' . YiIAT R VI C in V) u ao vi ,-- Q- F V)i I (n 1 I I I I (EXISTING SYSTEM) ...RE DTA1L _� Ju i I N.T.S. ( I t_ , _ _ J �- I HOUSE PANEL I , TIME SWITCH '8' 12 BUILDING PERIMETER . . . . EXISTING CONDUITS AND PIPES I 277Y/48OV., 30, ( ON FIRST PART OF NIGHT) LIGHTING CIRCUIT 'B' , w . -. I 60A. (MIN.) I _t AILMETER N TRA SF RMER AR A AYOUT SITE ANn � GURITY t�.IGI-ITI V�1lRIN D!A RAIv9 . SCALE: 1 "=10' .": DRAWN :'B_Y: J.B.C. , - SAIFORD AlRP A!R CARGO SUi DIN _ CHECKEp BY:' R.H. N Y L, G ORT AUT ORIT ; /A_1'�&,QE AID aPPI�ovEO't>�Y: ; ,p . 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DoE rD THE cA�E of -rHe p2,o,WING/ FEWcfL SHZUl� G12 F12-MS ( THE PE2FOIZM ED 13y A �NLLL. ESTA6L1 SI-tEp FI tZM \ 2 I S CoNST2uGT>ED^�-'f rr �— �rE ►sur-��_2 2E�tu�eED, _ I PI,A.NTS ALE II-) gicb,TEI� rr4AN .T tJAL.Ir-mo AN.D" ..IZ 1✓&L)L•At2L`/ �NC�AGEO ) N 60mM '.E G- 2LIAL- a I�— '] f I ND SG/- Ate 1221 G/kT IotN WD21L, i I Not" SHOWN. 4 \ / j U AN71NG Z, C�N'r►2�°-G�"o2 ShrALL bC�T�I N N EGE�s'�` 12y PERM lTS A►`jp ° I I -- pPUVIDE Pl-ANTINC PaCDS IN ALL SHrL F`✓ PL INATE NEGEssA2y iN SPcL PIONS, �� ; 1, PLo Nrt rJ G v>✓ DS GOot2.D \ / i, i / /�" E,qs., PL.A.N TI NG rUcDS 5t-t ALA. �pNSI ST of �" To �'' 1..A.Y E2 OF �<�: 2 of SEE PjEL )V.� GOVEr-GiD WI'rl-I 2" TO 3" of ,GyPP-ESS Ga02Df NP•TEtD �N►rH THE dTHG-fZ. t { L 3, TH t✓ W o 21G SN,ALL 6E \ P AtPT►NG C D t�ftTr-I HIGH P�-�4� E P12UJEC7, S>=Fa2E THE l., �� WD2k. F3>✓G-SINS 'a \,��`���1 , G H I Ps. P L-A" r I tN G "Q !: DS S►-I,o.LL P� E 1~ O G-� I: vi o 2 4 1 T H 0 -1- A�\ \ � { PoL�/r:TH�t<ENG Ep(>ING. Pt_,IsNTING Sall., SI-I/aLL. GoNSIST dF SO% (EGEPT Q-"SL.EEVES)) THE GvizPS� PAVEME1vT5, UTILI ri ES, ? �,Oc,•,`P ; r I e E S T AT) 01.JO 2 E M�,4, I rN O !� ° I' 1 (v1 I>CTufZE C)F IN-PLAG� r-�DIL. C'NIYH A�-t- DE821S AND �To t�S GIST t �G LLGHTI NG SyS'(ENI, ETC. SHALL 6E COMPLCTE ) /'.N0 ALL. � � , � { L�2C,1� t2 TM,C�N 2"-EMo�ED) 3�a�o FL-O21DA PE�4T AND 12�a ,WE GR�DI NG I NGL.uDI tJG �E2M5 �HALI. �C ft�M PC,ETE� �\�� 2EPLAGE�1 w 6�SI S Urv�T\I _ 1 /-\fZ-r 2 .FEI2TIL►Za9- 13ER G,Y, OF MIX, I . tic/GvD GH IPS, Pp-':"vID'c 2 t.P�. S7 E , P�L)T- Pn.vEM1rNT 5HALL NOT* aE: M,Ai21LCD, AFTE2 LAND- < `` DN EASTUSIO I SEW FAGILI'(y NORTH END CP 2, GJUp - ,ALC. A2EAS SHAL.I, 3E SoDDED� CXGEPr E3orToM of por�)D �/�.(�E l fZ2lGp.YlOt�ot2.tG IS cvMPLt=7E, TMo2a�.�GKL7' r_ (- . If��1EL(),\ i }/�JHIGI-1 SHALL. 5el G�►2ASSE►D PAY SE:, EDI NG WITH P.2AH IA, SOD I tJ GLE,4N vP SI rE A,r-J0 LEAVE I'IJ PCESet•�r,&.Q,Le Cvr-JDr r l0KJ , \ \ PHASE 2 GA27- E -L.0 Z AM V/D21ETY GF ST, AUC,US-- CEO Pau1Lp tNG ' A A L F T \ ----- F ► 122iGATEt� 2E S SHALL b T'INI;) At\Jp ►N NUN-rv-e-IG. AP-EAS SH/�.LL 3t✓'1oaAHIA, 4" A"y oEvt,o.-r►GNS F2OM THIS PLAN (-EUL,'IZC- P2102- �-X r f I APPt2v�/�L 6`� TAG ENGI NEE2, o \ \ // _ S THIS SH i✓ E7 poES }moor )ijoiGATE ,nL.L DtT�.tL.S of -rHF \ /� I . WU►2K, THE INTEN-r I0 N is r0 DELIVL-:R TC THC OvJtiE2 \ \ d! I A V I G�)�LE' FvNGTIO NAJ-) , I I GH &U/-.L.I r`/ LAtNDSGAf I t.�U a \ - N INS-f'AL.I_A'r'{ON V,JplGH w►L. , 2�G2u12E OI ,A A{zUUty 2vvr PALL IIV"f=nZ T2.1=E5 \ BLDG. 426 i v � G s �. L D � ) t ; a C. e 0 U rn (A L-) 0 6 . 0 4 U O -1 , _. 1- CI r 11 1 10 LO w , �' �'- 122I�,y�TION G-�CaND �tiD 12►21G/a�r PL_ t.�-rl N �- -' ONGOING Mh.tNTt:N/�NGE PUT Nvr Go22EGT10►J OF Oa- . TALED- \ TO R-EM,GIN' 1. >. -o--- " AI}.,t, �I 2D ICI 7. O� /��PIZWt=D EQuA.L GI E5, ID. ('12E�5 SHAM. �C TEMPO 2,/�. 12.1 L r S \ 12 P0P-UP SPfLINIG LE2j i2 I.. 15>= N,vtrH Sc,2EEr3 /-\NO FLEAIPLE PI PE 60NNEC_Tlot-j TO Ir)NE, I2.2 IGAT(4N )\.DOTES \ \ A, = S S I S ST•A►. OA2D, _ \ \ IZ- 12 SEizIC-SCLOvJ GAII.Ot.� GEC• is I E2E LQNDSGAPItQG NOTCS• F = FVLL. j TG2= TH2EE QvA2'rE 2G; -TT�= TVJ0 TH Ifz.DS' H= HAL.P �,( `ITN I N v�/�•Ll. P�/G 121Z )GAT lO N PI P� " (GL/�S a 1 laC>> Mom`/ \ • \ X T= THIP-D5 a= G�vA2TE2; GST = GENTE2. 5'PIZIP, Movl'j-r &- /-\L-L- PLANT l,AATr=21lN.LS SHAL- , 5C G ZAOC-l0 FLDIZIDA No, P.?G vSEPI*-I t-,j LIE- t.J U1= ,GcvG 1, 40, \ \ , APPPGOK' 6, DEEHIND GveP,) 6P- 2 F2oM EDGE DF P\/MT', VVH6ZE L o12. P�ET'iE2 ,as C�vTL.I NC-p ITV G 2AC�ES �E�D STAN- 12, M/-.IIJ r/�1I J F-E,nSUNARty C-Ot-- ZTAtvT P1 P� ©EPrHI ." � I ] �' I I .- I �', \ \ Ix �, N1/�.►►•1 TN�2E IS NO Gv2Pa) VNI.,ESS DrNE2v�/1SE 1NUTED. D/af"LDS F02 Nv2SE2y FLAcvTs S-r�ATE Pc_,CatvT 13c�A2D /.AND aFFSE"f FI2UM EDGE 4F PUMT, O'(2 U��cK. of Gv2.13, \_� _\_ 212 c UNL aTN 2WISE NorED; _ N v To A E1. x -xx .7. x—x _(T LI ! 2l2'' P'/G 0&o mil) MAIN LINE) C3u2►EO 18 pEEP� wleot�T2oL Co�'� 2S OF p L.OR.I D y aSS . 4 /.� L, 1, P L /.�.1J "( S F' G I M E N S ✓ H /�. L L I3>✓ N /�L .T 4-I Y \/ I A P� L. E 1 WELL l� V M P Glv IM I N A r I U IU S Ir-1 /.� l.. L E✓ G.A PAP (_„ !✓ —� PSG Sf�1JCN LINE, DIA• AS NOTED) •13UR.I.ED IZ DEEP. 7. J pEL.l�/E2IN6 So GPM �MtN,) �T Ca PSI �MrN,) E,�S_ ,4tND NOT PoT-°►3DUN'p,. HELL. DIA, c=-= -==� VG S1-EEVE �i�ISTIN�- 'V2ED A-( THE PUMP OtsCH/-�FZG�1.� - or~ P r�-1 t P C r3, GolvrizAL�'otz 51-1/�.L.t.. i NIT'I/.�l.L'� FEP.TI t_IZI� PL.ANTS� SMALL Pr-- PsrEaMIIvED 5-/ e-0�QT(z.ACT0Z, 5E-- NvT'E� 2, GOt`1. �c.�vE I%2" Svt,ENDiD TYPE, 2��/) Iti 2EGrANGuLA2- /_� Np GoU(2D1 NATG- PL�•NTI NG 'WITH 12t2IGA7IUN 5'�STEM 14,, Puts-�P SHAL I 13E M�VoIZ 61ZAr�D /ST/a -21 rE GoUL D5 >~ (C, SCE THAT PLANT) t-J65 W /L.L„ NoT �13E DEPZ)VECD OF 11VATE2, ` ) � } PLASTIC V,��..VE f3oX Ste" �LuSF-I �N I rH FI r.�I SHED G 2ADE, { _ _ . �, D�/ECZ -EY.C,U.�ArE PL.A.1J 1'INC� MOLES /-`NJ� P2v�/1 DE �o" 15. Trla2o�Gl-ILA/ TEST nND ACDJ VS'r S7'STEM P2o�! r DE pAt\y-s �PL,IGES WITH SIL.I000-JE--FILL r=0 GDI,tJEGTOF,s. . P-EC.o(L.D D eA- wI N SNOW) NG A ley CH,a,r"JG S , „ . DRAWN BY: LOC CHECKED BY: 8P APPROVED BY: - BP,. D IF: E, oc�rUr-fl..i994 r,,. r_ ....%r- 1Z .';iln nwr - , _ ..�. � a _.-_-__ r .,_,,. __.-_....-.. Z, i ... - _ - - - 1-1- ���,�;�.�.,;�.�.,:."�'--��;.��l-l�-.,--:V��",;�.�L,�i'..'=�t7 [7-REVISION ._1. ==—zrz;= BY . rl:F—v-.rF'*.t47 APPD. N4, DATE . r . -. - _ -- :. i_._. r ,. , . . s . _. . . . - _ f_ _ _ _ ._ _ -- r-- — ,_ t r _ _ r. r _ _ _ _ -� ____ — — --� _, t— �- -- j . fir 4 T 2,0 ���:Px�t+►� ►lp'AIl'rge6p yiT�Et fi 12l•1�� �F 'Pt,���m��T � � � � I. iL,4- ---- I Co►' '(rk IGK w j QQQ � 1 o H(/ t r fit. �[ -o rZ �~ foal , _ - _ r`t;l�:C1 :3ht• L1A:,:'.4`�!�`r: rr r1 r�4 Fq r4 �r n� -� t --1 r , tT _ _ F c �� t �1 1 ,� �+l it I: (�" 25''da 25 25.d / 4'J 1Q 12 r3 tq is f ifv }$ r o2fp i 6A i Pour A 05A - - r r0WJPAf 100 PLA �`I�OII�I'p11 glu ll,Pt WD ftf+c\✓ R1�DSQN A-N LM ofZ Rol, LA�(Q��j NQ ERINQ_._ r ' 131%�ng�kieet cJttdP. Flarid�• _ • (40 %n['✓1V:F �s D IVA 10-lb`91 f 2A N r, P P. Al P- PO(2-*r AUTH.09ITT, (F// -P Q 9, f F Q , . Q . ,tA . ,r� MO Trg -SPFj f l , !' Q7 L Ct NO; 1r 09 P � _ =i - , ,. -. _ ,.. is ... - - - .. - - — -- - ., ... 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C U Manufacture - Carder / ki _ -_. __ -_..I-- C Mode l # - 38CKB03G-3 _ _ - — - — - — _ _ — — , = _ -.. ------___ - --___ _.a_ : - - - ___ . _ _ _ - _ _ Voltage/Phase - 2081 l T l Air Handler . "�, g'`jwe Cf�,1S�" - . . 1 t Ire -. IVlanuf� c Carrier Z,Ox za0 '4'�.�7z-/?- - , Model # - FI34ANF036 '? cX ,�4-7-210,-I .a✓te . Voltle/Phase - 20811 0 _ Electric f Ieat 8 kw . -; I . , __ . . . i . _. . 1 1 gxz�t �y-�u j, r �p+�/ rs y -' 1 �" � .> - 5 I .. .'r BY: R.H. -DRAWN BY: R.H. -CHECKED APPROVED BY: B.P. DATE: MAY 1,997 FILE: 9644CARGO.DWG NQ. DATE REVISION BY APPD. N TION C`u i SEI SE 311"' '1­1T, 3 CA . . ....................................... ................. ........ . ................. ................. .................................................................... wf� $ > f J CARGO BUILDING PLAN. SCALE: 1/16* = 1' GCT GENERAL CONSTRUCTORS INC, 991 EXPLORER COVE, SUITE 101 TEL. (407) 831-8898 ALTAMONTE SPRINGS, FLORIDA 32701 FAX (407) 831-1223 SANFORD AIRPORT AUTHORITY ORLANDO SANFORD AIRPORT SANFORD, FLORIDA 0:0 ji ..... ......... . ...... .. . ... . ........ .......... ................................. — j Ft ci P ff A NOTE: THIS DRAWING WAS MODIFIED BY GCI, FROM THE CAD FILES PREPARED BY. -77 AIR CARGO BUILDING LlFDOT WPI NO. 5827599 STATE JOB No, 77000-3823 OF I ` 16' INTERIOR ..WIDTH .. I ; IPR OVISIONS r GENERAL WALLS 70 CONTINUE UP TO UNDERSIDE OF ROOK SHEETING p A. Provide all labor, materials and equipment for a complete and LIGHTING NOTES PANEL H1 operating electrical system. 1 THIS DRAWINGS ARE ONLY PART OF THE CONSTRUCTION DOCUMENTS, NO SUB —CONTRACTOR SHALL BID THIS JOB WITHOUT HAVING A FULL TELEPHONE BACKBOARD 6" NIPPLE B. Codes and Standards: All electrical work shall be in strict compliance SET OF DRAWINGS AND SPECS. BEFORE BIDDING ANY EQUIPMENT CON— ON NORTH WALL (4' x $' x 3/4" PLYWOOD) with the National Electrical code, the local county electrical code and TRACTOR SHALL FAMILIARIZE HIMSELF WITH THE DIFFERENT PARTS Power Company standards. All materials shall be new and free from defects, OF THIS PROJECT, AND BRING TO .THE ATTENTION OF THE ENGINEER 9 O 600A and shall bear the underwriters'lobel. ANY QUESTION OR DISCREPANCY, CONTRACTOR SHALL INCLUDE IN HIS 4 8 IN 3/4" BID ALL ITEMS NECESSARY FOR A COMPLETE SYSTEM AND CODE 1 I 1 1 1 3P C. Permits, Certifications, Fees and Notices: Secure and pay for all required ___ __ _L___ __L_1 __-__�_,-__, f___1_1___, COMPLIANCE. 1 1 r--- r r -1 ---� r-- r- � O 480/277V by the work of this Division. 3 I 1 1 I 1 1 7 1 I 1 I 1 I 1 1 1 1 1 i 1 1 I i 2- ALL FIXTURES SHALL BE SUITABLE FOR THE APPLICATION AND TYPE - - O D. Contractor shall thoroughly investigate site before bidding. No changes 1 _ 1 - AND RATING OF CEILING. in contract rice for work required to comply with allowed will beq p existing conditions. 3 CONNECT ALL EMERGENCY AND EXIT LIGHTS FROM A DEDICATED 1 1 1 1 1 I I I I I ' F E D C B : A LOCKED —ON CIRCUIT OF CORRESPONDING PANEL. T E. All electrical work shall be done in a neat and workmanlike manner. -T - - -' T-T - - -' T-T -- T-T - --' `---T'T"- `---T-----' S 4 ADJUST EMERGENCY LIGHTS TO PROVIDE NO LESS THAN 1 FC IN THE TENANT F. Special Requirements: Submit three (3) copies of technical information on PANEL A EXIT PATH. equipment in binders. Mark—up prints of the design drawings with red 208/120V 8 all e of 15KVA TXF (TYP.) qp P P 1 1 1 I 1 1 1 I 1 pencil as items are installed, and submit two copies showing an accurate FOR REC. 480 — 208/120V 5 COORDINATE LOCATION OF FIXTURES WITH SKYLIGHTS AND OTHER 1 1 1 1 1 1 1 1 I 1 I 'As —Built' record of the entire system. Give the owner instructions in IN CUSTOMS DEVICES TO AVOID CONFLIGT. operation of the system. Secure from the owner a signed memo stating that OFFICE ONLY \n1/V1/r I 1 1 1 V 1 1 I technical information, as —built drawings and instructions in operation 2 SETS (4 #350) IN 3" EACH 7 ALL FIXTURES IN SUSPENDED CEILING IN OFFICE AREA SHALL BE --1 -- -- - -- -T -T have been received. Submit memo to the Architect. SUSPENDED INDEPENDENTLY OF THE CEILING, COORDINATE LOCATION 1 1 1 1 1 I I 1 1 1 1 01 -ti �-ti �-ti 0-ti BASIS OF MATERIALS AND METHODS WITH OTHER CEILING MOUNTED DEVICES. 1 1 I I I I 1 1 1 1 1 1 14 A. Conduit: All wires shall be concealed in galvanized conduit, (1/2" min.) 8 ADJUST ALL FIXTURE TRIMS AND DIFFUSERS TO AVOID or thinwall (EMT) including low voltage work and grounding wires. When MISALIGNMENT, NO LIGHT SPILLS SHALL BE ALLOWED. • r conduit is located below slab, on grade or under ground it shall be PVC g ALL GENERAL PURPOSE RECEPTACLES AND SYSTEMS OUTLETS SHALL BE 1 1 Schedule 40 (3/4" min.). Provide empty conduits with pull strings, as „ MOUNTED 18 AFF, UNLESS OTHERWISE NOTED. II II II II I II II I indicated. Conduits shall be sized per N.E.C. I I u u u B. Wire: Wire shall be copper, 600v, color coded insulation, where not 10 COORDINATE WITH EQUIPMENT SUPPLIER, OWNER AND ARCHITECTURAL I i 3 # 10 IN 3/4" SCHEDULES, THE ACTUAL REQUIREMENTS AND MOUNTING HEIGHT AND — specified, minimum size shall be #12 AWG type THWN/THHW. 4" PVC LOCATION OF ALL SPECIAL PURPOSE OUTLETS. I I 3 6_1 (EXTEND EXIST. C. Panelboards: Shall be NLAB BOLTED —ON circuit breaker type, copper bus, 11 ALL MATERIALS AND INSTALLATION SHALL CONFORM TO NEC '96 ground and neutral, manufactured by General Electric, Square—D, Gould, TO TEMPORARY U.S. CUSTOM OFFICE CONDUITS —SEE I.T.E. Cutler Hammer or Westinghouse. Panelboards box minimum width shall IN AND PHOTO CELLS, TO FLOOR PLAN). be 20", equipped with hinged door and flush handle and lock. It shall be 12 PROVIDE TORK TIMERS WITH RESERVE WINDING TO OTHER HOUSE CIRCUITS flush mounted unless otherwise indicated in panel schedule. Provide CONTROL ALL THE OUTSIDE LIGHTING. EXTEND EXIST. 1 1/4" CONDUIT CODED NOTES: FOR SITE LIGHTING SEE PLAN. circuit directory in frame with protective covering mounted on the back of R SHALL VISIT THE SITE AND DETER— — the door, completely filled in (typewritten). 13 BEFORE BIDDING, CONTRACTOR MINE REQUIREMENTSTS ANDAND COSTS FOR POWER AND TELEPHONE PANEL: H1 (HOUSE PANEL) O FUSED MAIN DISCONNECT SWITCH (277Y/480V., 3 PHASE, 600 AMP.) D. Short Circuit Rating: All ponelboards and distribution equipment shall CONNECTION, OR SERVICE EXTENSION, INCREASE IN CAPACITY, have short circuit rating that shall be equal or larger than that SERVICE EXPANSION FEES REQUIRED; COORDINATE WITH UTILITY VOLTAGE: 480/277 V, 3 PH, 4 W. S.C. RATING: 42.000 A available from the Utility Company's system. CONDUCTORS RUNNING FULL LENGTH COMPANY THE TYPE OF SERVICE. FIELD VERIFY ALL THIS MAINS: MLO 225 A BUS 42 SPACES TOTAL CONNECTED: 40.0 KVA INFORMATION. CABINET: SURFACE MOUNTED Q2 LINE GUTTER, 8 SQ., WITH PROVIDE 6 SPACES FOR CONNECTION BY FUTURE TENANTS. E. Lightning Surge Protection System: Provide a lightning protection system as shown and specified herein. Work shall include water tight enclosure CKTS AMPS P CONN. EQUIPMENT CONNECTED AND Q3 HOUSE METER. add all accessories and appurtenances required for a complete QTY. KVA REMARKS ® HOUSE DISTRIBUTION PANEL (SUPPLYING SITE LIGHTING, SIGN LIGHTS, PERIMETER SECURITY ` installation. _ LIGHTS, AND ANY OTHER NON —TENANT LOADS, PLUS TEMPORARY U.S. CUSTOMS OFFICE THROUGH 1 — 16 20 1 3.2 LIGHTING The equipment as specified shall be General Electric Model Series 17,19,21 20 3 15.0 CUSTOMS OFFICE REC. TXF SUBMETER). 277Y/480V., 100A. 9L15ECC001 or, approved equal. 18,20,22 60 3 REFRIGERATION UNIT Q TWO — 24 HR. TIME SWITCHES WITH RESERVE POWER FEATURE, 277 VOLT, 2—POLE, 30 A. (MIN.), F. Electric Motor and Equipment Wiring: Include complete power system including wiring, starter and fused disconnect switch, for all motor driven equipment. When equipment is provided with a "package" control panel which includes starter, this contractor will not provide starter. Installation and wiring of control equipment furnished under other sections shall be wired under this section. Motor connections shall be made with flexible conduit. Starters shall be all of one manufacturer: G.E.,Westinghouse, Square—D, Siemens or I.T.E.. Provide an overload element in each phase. Air Conditioning equipment disconnect shall include Air Conditioning type breaker. G. Apparatus Identification: Ponelboards, motor disconnect switches, controllers, starters and other apparatus used for the operation of control of circuits, appliances or equipment shall be properly identified by means of engraved laminated plastic descriptive nameplates mounted on the apparatus using contact cement. H. J. Boxes: Drawings are only schematic, to show functional relationship and load grouping, include all J. Boxes as required by NEC, for all fixtures, splices, etc. I. Transformers:* Step down transformers shall be Dry type 480V — 208/12OV, provide wall brackets flex conduit and vibration isolation. J. Final Payment: Final payment will not be authorized until: a) All Equipment have been properly Identified. b) All Panel Directories have been properly filled —in. c) Final as —built drawings have been submitted. I ,,PARKING AREA EXISTING FUTURE WATER 4" PVC FOR SERVICE ASSEMBLIES FPL PRIMARY. `(' — — FACE OF CURB � I II GRASS fi _H COORDINATE WITH FPL CO. FOR I 2# fl C)INSTALLATION OF TRANSFORMER FOR EXISTING I ( I D E F ( 277Y/48OV., i I PHASE SERVICE. I/ 10" PVC A B ��� WATER MAIN ': : : ' ' ' 11 ;1 ;1 > EXTEND EXISTING , 1 1 1 1 V 11 JL J1 .' I* J I U _f CONDUITS TO REQUIRED I I LOCATIONS. � NNECTION EDGE OF (I IL 4 S70RS CO (I I I I F: PROPOSED PVMT.61 TENANT 'E' I I CONC. SLAB BY III w WATER SERVICE OTHERS (SEE i (I 3-- ASSEMBLIES. (SEE III DETAIL AT LEFT) I I ( I I a- DETAIL AT LEFT) I (( CONTRACTOR TO LOCATE I I (W I I EXISTING CAPPED PIPES. r. a. NIIIMQw ,I ' III 'III XIII�� al�0 usIIN 2 o0itn . o_ � N V) us Y EXISTING CONDUITS AND PIPES DETAIL -- METER AND TRANSFORMER AREA LAYOUT SCALE: 1"=10' 23 20 1 3.2 SITE LIGHTING 24 20 1 3.2 SITE LIGHTING PANEL: A (CUSTOMS RECEPTACLES) VOLTAGE: 208/120 V, 3 PH, 4 W. S.C. RATING: 42.000 A MAINS: 60 A 3P MCB 42 SPACES TOTAL CONNECTED: 89.8 KVA CABINET: SURFACE MOUNTED PROVIDE 4 20A SPARE BREAKERS CKTS AMPS P CONN. EQUIPMENT CONNECTED AND QTY. KVA REMARKS 1 — 10 20 1 1.2 UTILITY RECEPTACLES INCLUDE CONTINUOUS GROUND IN EVERY CIRCUIT AS PER NEC. THE CIRCUIT NUMBERS SHOWN ON THESE DRAWINGS HAVE BEEN ARBITRARILY CHOSEN TO SHOW THE INTENDED GROUPING OF LOADS ON A GIVEN CIRCUIT AND GROUPING OF CIRCUITS ON A GIVEN PANEL, CONTRACTOR SHALL BALANCE THE LOAD DISTRIBUTION AMONG THE PHASES. CONTRACTOR SHALL VERIFY THE INFORMATION SHOWN ON THESE SCHEDULES PRIOR TO WORK AND SHALL COORDINATE THE VOLTAGES AVAILABLE WITH THE VOLTAGES LISTED ON THE "LIGHTING FIXTURE SCHEDULE", AND THE EQUIPMENT'S ELECTRICAL REQUIREMENTS. CONTRACTOR SHALL PROVIDE NEW BREAKERS, SIZES AS SCHEDULED, IN NEW PANELS AS REQUIRED. VERIFY WITH POWER COMPANY FAULT CURRENT AVAILABLE. EQUIPMENT INTEGRAL RATING SHALL BE EQUAL OR BETTER THAN AVAILABLE FAULT CURRENT. WIRE SIZE, BREAKER AND FUSE SIZE SHALL BE REVISED AS PER NAMEPLATE AND MANUFACTURER SPECS. PROVIDE GFI AND SW BREAKERS WHERE NEEDED. FOR PANELS AND ELECTRICAL EQUIPMENT LOCATION SEE POWER PLANS. FOR HVAC EQUIPMENT SEE HVAC PLANS. CONTRACTOR SHALL COORDINATE WIRE SIZE WITH VOLTAGE DROP FOR CIRCUITS LONGER THAN 75'. FOR SITE LIGHTING, SIGN LIGHTS, AND BLDG. PERIMETER SECURITY LIGHTS. SEE SITE UGHTING WIRING DIAGRAM BELOW. © SURGE PROTECTORS FOR SITE LIGHTING, RATED 277 V. TO GROUND. Q7 REFRIGERATION EQUIP. AND REFR. STORAGE AREA LIGHTING METER ($� REFRIGERATION EQUIP. FUSED DISCONNECT SWITCH, 277Y/48OV., 3 PHASE, A. !J9 SPACE FOR ONE OR MORE METERS AND/OR METERS & C.T. CABINETS FOR FUTURE TENANTS. (FUTURE TENANT ELECTRICAL SYSTEMS ARE NOT IN CONTRACT). ® SPACE FOR DISCONNECT SWITCHES FOR FUTURE TENANTS. 1� FUTURE TENANT FEEDERS (BY OTHERS) TO RUN THROUGH WALL AND UP OPPOSITE SIDE, THEN OVERHEAD TO TENANT SPACES. 1@ EXTEND EXISTING 2 — 3" PVC (SEE PLAN) TO BACKBOARD, FOR TELEPHONE SERVICE CABLES. COORDINATE WITH TEL. Co. FOR INSTALLATION OF CABLE AND JACK. ® NOT USED. 14 DIGITAL SUBMETER, 277Y/480V. 3 PHASE. 15 277Y/480V. 36 FEEDER A. TO INTERIM U.S. CUSTOMS OFFICE. PROVIDE 277Y/480V. TO 120Y/208V. STEP—DOWN TRANSFORMER AND 120Y/208V. 30 DISTRIBUTION PANEL AT OFFICE. SEE PLAN SHT. 5. NDEL ALL CONDUCTORS SHALL BE COPPER, TYPE THWN/THHN, AND SHALL BE COLOR CODED. GENERAL LAYOUT OF FACILITIES IN ELECTRICAL ROOM 1 r i z W U SEE SPEC. SECTION 16000 FOR WAREHOUSE LIGHTING REQUIREMENTS. ANY WAREHOUSE LIGHTS IN AREAS WHICH HAVE NOT BEEN LEASED BY i THE END OF THE CONSTRUCTION PERIOD SHALL BE TEMPORARILY FED Z FROM THE HOUSE PANEL. C4 - - - 71 MAIN SURGE FOUR — 277V., 10 CIRCUITS � BREAKER PROTECTOR (NEUTRAL AND BOND WIRES (TYP.) NOT SHOWN). SIZE OF COPI I I CONDUCTORS IS INDICATED, 30 L20 -- __y, #10 SITE LIGHTING — CIR( (EXISTING SYSTEM) I 30 — — -- — TIME SWITCH A 12 BUILDING PERIMETER LIGHTING — CIRCUIT 20 ('ON' ALL NIGHT) I r-----� #10 SITE LIGHTING — CIRI I I I I (EXISTING SYSTEM) i J TIME SWITCH B' 12 BUILDING PERIMETER HOUSE PANEL (ON FIRST PART OF NIGHT) LIGHTING — CIRCUIT 277Y/48OV., 30, I 60A. (MIN.) L--------- SITE AND SECURITY LIGHTING. WIRING DIAGRAM DRAWN BY: J.B.C. CHECKED BY: R.H. APPROVED BY: B,P, DATE: MAY 1997 FILE: 9644MI8cDtIe.DWG NO. DATE REVISION BY APPD. ICI GENERAL CONSTRUCTORS, INC, 991 EXPLORER COVE, SUITE 101 TEL 407 1531-8898 ALTAMONTE SPRINGS, FLORIDA 32701 FAX (407) 8,31-1223 SANFORD AIRPORT AUTHORITY ORLANDO SANFORD AIRPORT SANFORD, FLORIDA AIR CARGO BUILDING E2 SHEET FDOT WPI N0. 5827599 STATE JOB No. 77000-3823 I OF MISCELLANEOUS DETAILS E',,;7]Varco-Pruden Buildings A United Dominion Company LETTER OF CERTIFICATION (Project Name: 2754-Orlando Sanford) (VP Quote No.: NC97028214-000) (VP Order Nn • T(('07S1111A nm DATE: 10/27/97 TIME: 15:28 PAGE: 02 of 41 M. x uildmQ - SSR) Contact: Tim Fierro and/or Alice Wages ****** PROJECT REFERENCE ******* (22348,11 Name: GCI General Constructors, Inc. Address: 991 Explorer Cove, Suite 101 Project Name : 2754-Orlando Sanford City/State: Altamonte Springs , FL 32701 - VP Job No.: NC9751014 Customer Name: Orlando Sanford Airport Street: Carrier Avenue Job Disposition) : Submit Dwgs & Calcs For AppL (F) City/State: Sanford, FL 32772 MBMA End Use Code: 8 - Coffx t Warehouse/Storage ( County : Seminole ) This is to certify that the above referenced VARCO-PRUDEN BUILDING System project has been designed for the applicable portions of the following Building Code and in accordance with the order documents which have stipulated the following applied environmental Loads and conditions: Overall Width: 12010/0 Overall Length: 402/0/0 Eave Height: 22/0/0 Roof Pitch: 1.000/ 12 Roof Live Load = 20.00 PSF Building Code/Year = 94SBC Distance to Coast = 30 Miles Reduced Live Load (Bldg)= Yes [1994 Standard Building Code 1 Bldg Enclosure Category = Enclosed Seismic Hazard Group 1 Ground Snow Load = 0.00 PSF Performance Category B Bldg Base Elevation = 2/0/0 Av = 0.05, Aa = 0.05 Roof Snow Load (flat) = N/A Building Use Category = 1 Snow Exposure Category = 3 Rf Sht+Scndry Dead Ld = 2.25 PSF Thermal Category = 1 Wind Load Speed = 100.00 MPH Add't Gravity CoLLateraL = 3.00 PSF Snow Load % for Seismic = 0.0 Wind Load Pressure = 23.37 PSF Add'L Uplift Collateral = 0.00 PSF Built-up Section Spec. = 1989 AISC Wind Exposure Category = C (User Imposed Loads) Cotd-Form Spec. = 1989 AISI Rainfall Intensit = 10.0 Inches per Hour ALLow Overstress Ratio = 1.030 The steel design is in accordance with VARCO-PRUDEN BUILDINGS standard design practices, which have been established based upon pertinent procedures and recommendations of the fotLo!aing organizations American Institute of Steel Construction (AISC), 9th Edition American Iron and Steel Institute (AISI), 1986 Edition w/ 1989 Addendum American Welding Society (AWS) ID1.11 American Society for Testing and MateriaLs (ASTM) Metal Buildings Manufacturers Association (MBMA) AISC Category MB Manufacturer Certification. This certification DOES NOT apply to the design of the foundation or other on -site structures or components not supplied by VARCO-PRUDEN BUILDINGS, nor does it apply to unauthorized modifications to framing systems provided by VARCO-PRUDEN BUILDINGS. Furthermore, it is understood that certification is based upon the premise that all components furnished by i VARCO-PRUDEN BUILDINGS will be erected or constructed in strict compliance with pertinent documents furnished by VARCO-PRUDEN BUILDINGS. Sincerely, L_4r, Prepared by: _ P.E. Reviewed by: VARCO-PRUDEN BUILDIN I The Structural Design and/or Manufacture of this VARCO-PRUDEN BUILDING will be or has been at one of the following Varco-Pruden locations: Rainesville, AL VP Atabama Plant [Manufacture Only] Pine Bluff, AR - VP Arkansas Service Center [Design and Manufacture] Turlock, CA - VP California Service Center [Design aryl Manufacture] St. Joseph, MO - VP Missouri Service Center [Design and Manufacture] Kernersville, NC - VP North Carolina Service Center [Design and Manufacture] VanWert, OH - VP Ohio Service Center [Design and Manufacture] Evansville, WI - VP Wisconsin Service Center [Design and Manufacture] Additional Structural Material may be fabricated and provided for use in a Varco-Pruden Building by one of the following fabricators: BAR JOISTS- SMI, Inc. Hope, AR Hancock Salem, VA Vulcraft Grapeland, TX Canam Washington, MO Norfolk, NE Florence, SC Brigham City, UT ISP El Paso, TX Socar Florence, SC (This information is presented in compliance with Varco-Pruden's AISC Certification responsibilities.) 500 uP 50, LIP 0/0 X/ cc 00 LD)11J���� co o 0(om 0 m I IoSr rev;- ai'cJ Ar-i=,ROYM- ONLY P;' _ 4 • .. ;_ _-. i - A; (ova constitut. ttte J thof e farco-Pruden inter.I �retail;)ii vi C PZ,':zGt Purr ja;e Order. fabrication is j I?;'oi ia3i'3 t.n; i .R.i ldar or ;;;;;uase Archilecit"— �r -; 1 Date _ F —. �,..._..VAPCO-PRUDEN BUILDINGS (; P.O. avt 28-53 q t�fC FE i0-''.-5.� 53 I 911, METAL FUR.DMG MANUFACTURERS AS;OCIATIUN FACTORY APPLIED 16" COVERAGE SEALANT 36" COVERAGE EMBOSSED 24" COVERAGE 36" COVERAGE 5" 6' 5" EXTERIOR SURFACE 2 :Ys 2 a`a" 12" TYP. SMOOTH EMBOSSED SMOOTH 1" TYP. FXl'ERIOR 12" TYP. EXTERIOR EXTERIOR 2 Viic" TYP. SURFACE 1/s" SURFACE 1 �16" r SURFACE 1 3,a" 1 Yes" y 2 3%}z' TYP.-� � ROOF PNL� BEARING EDGE i" TYP.-- I - (ROOF PNLS ONLY) STANDING SEAM ROOF PANELS (SSR) 2 1/E" 2�1//22`"� 6 1/2" 2 1/8" 2 1/2" 6 1/9" GIRTS / PURL INS 2 1/2" 2 1/2" 8 1/2" 2 1/2" 2 1/2" 8 1/2" GIRTS / PURLINS 11 '/2' "31/2 11 1/2" PURL INS m 0 I Ln 0 0 N 0 m N PANEL RIB ROOF & WALL PANELS (PR) VEE RIB WALL PANELS (VR) SPAN LOC WALL PANELS (SL) 1'-0' 25-0- 2S'-0- 25'-0" 2S,-0- 25'-0, 25'-0' 25'-0- 25'-0' 25'-0- 25'-0" 25'-0- 2S'-0- 25'-0- 25'-0- 25'-0" , 25-0' 1',.0' Sa I srn I c Hozor d Gr" oUp 1. Par for rni n ca Cot agar- y 9 Av -- 0. 05, Aco 0. 05, So I I Pr -of I I a Twpp S4 used Mom®n t —Ras l s t i no Fr orna Sws t am, Ord i n or w steal fr omas (R — 4. S. Cd — 4. 0) eI d I ng Frorn a Systarn, Con can tr I col I br°cad fromas (R - S. 0, Cd a 4. 5) 402'-0' DLJ I I d I ng Coda: 94S8C Lives Ld(w/Tr-16 Rad) 20.0 psf Coll. Ld (gravity): 2.0 psf Col I Ld <-pi I f -r > : O. 0 psf wind speed: 100.0 mpk wind Exp. Cat.: C Ground Snow: 0.0 psf Roof Snow: 0.0 psf Snow Exp. Cat.: 3 et -ill ding Uses Cot.: 1 AaJx I I I arw Loads NONE 1. MATERIALS STRUCTURAL STEEL PLATE COLD FORMED LIGHT GAGE SHAPES BRACE RODS HOT ROLLED MILL SHAPES ROOF AND WALL SHEETS BOLTS GENERAL NOTES ASTM DESIGNATION A529 OR A572 A570 A572 A36 OR A572 A446 A307 AND A325 FY= 50 KSI (GRADE 50) FY= 55 KSI (GRADE 55) GRADE 65, UNLESS NOTED FY= 36 KSI OR 50 KSI FY= 50 KSI (GRADE D) A307, UNLESS NOTED 2. STRUCTURAL PRIMER SHOP PRIMER PAINT IS A RUST INHIBITIVE PRIMER AND IS VARCO-PRUDEN COLOR TAHITIAN BRONZE. THIS PAINT IS NOT INTENDED FOR LONG TERM EXPOSURE TO THE ELEMENTS. 3. A325 BOLT TIGHTENING REQUIREMENTS ALL HIGH STRENGTH BOLTS ARE A325-N UNLESS SPECIFICALLY NOTED OTHERWISE. STRUCTURAL BOLTS SHALL BE TIGHTENED BY THE TURN -OF -THE -NUT METHOD IN ACCORDANCE WITH THE NINTH EDITION, AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". PER SECTION 8D.1, A325 BOLTS MAY BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY THE TURN -OF -THE -NUT METHOD. ALL HIGH STRENGTH BOLTS, EXCEPT AS NOTED 011-;ERMSE, ARE SUBJECT TO DIRECT TENSION AND MAY REQUIRE INSPECTION AS DEFINED BY THE APPLICABLE BUILDING CODE OR STANDARD. IT IS THE RESPONSIBILITY OF THE ERECTOR TO ASSURE PROPER TIGHTNESS. 4. BUILDER / CONTRACTOR RESPONSIBILITIES VARCO-PRUDEN'S STANDARD PRODUCT SPECIFICATIONS APPLY AND UNLESS STIPULATED OTHERWISE IN THE CONTRACT DOCUMENTS, VARCO-PRUDEN'S DESIGN, FABRICATION, QUALITY CRITERIA STAND�.RDS AND TOLERANCES WILL GOVERN THE WORK. (A VARCO-PRUDEN SPECIFICATION BOOKLET IS AVAILABLE UPON REQUEST) IN CASE OF DISCREPANCIES BETWEEN VARCO-PRUDEN STRUCTURAL PLANS AND PLANS FOR OTHER TRADES, THE VARCO-PRUDEN PLANS SHALL GOVERN. IT IS THE RESPONSIBILITY OF THE BUILDER / CONTRACTOR TO OBTAIN APPPOPRIATE APPROVALS AND NECESSARY PERMITS FROM CITY, COUNTY, STATE, OR FEDERAL AGENCIES, AS REQUIRED. APPROVAL OF VARCO-PRUDEN DRAWINGS CONSTITUTES THE BUILDER / CONTRACTOR'S ACCEPTANCE OF THE VARCO-PRUDEN INTERPRETATION OF THE CONTRACT PURCHASE ORDER. ONCE THE BUILDER / CONTACTOR OR A/E FIRM HAS SIGNED VARCO-PRUDEN APPROVAL_ PACKAGE; CHANGES FROM THE PURCHASE ORDER BY THE BUILDER WILL BE BILLED TO THE BUILDER / CONTACTOR FOR MATERIAL, ENGINEERING, AND HANDLING FEES. SUCH CHANGES MAY CAUSE THE PROJECT TO BE MOVED FROM THE FABRICATION AND / OR SHIPPING SCHEDULE. A PENALTY FEE MAY BE CHARGED IF THE PROJECT MUST BE MOVED FROM THE FABRICATION AND / OR SHIPPING SCHEDULE, AS LONG AS VARCO-PRUDEN DESIGN AND DETAILING APPROACH COMPLIES WITH THE PURCHASE ORDER. THE BUILDER / CONTRACTOR OR A/E FIRM ARE RESPONSIBLE FOR THE OVERALL PROJECT CONDITION. ALL INTERFACE AND COMPATIBILITY CONCERNING ANY MATERIALS NOT FURNISHED BY VARCO-PRUDEN ARE TO BE CONSIDERED AND COORDINATED BY THE BUILDER / CON TRACTOR OR A/E FIRM. UNLESS SPECIFIC DESIGN CRITERIA CONCERNING THIS INTERFACE B�TINEEN MATERIALS IS FURNISHED AS PART OF THE PURCHASE ORDER, VARCO-PRUDEN ASSUMPTIONS WILL GOVERN. THE BUILDER / CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL OTHER PROJECT PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITY. SUPPLYING SEALED ENGINEERING DESIGN DATA AND DRAWNGS FOR THE VARCO-PRUDEN BUILDING DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT VARCO-PRUDEN OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR THE CONSTRUCTION PROJECT. THESE DRAWINGS AND DESIGN DATA ARE SEALED AS TO THE STRUCTURAL SYSTEM FURNISHED BY VARCO-PRUDEN, IN COMPLIANCE WITH ALL REQUIREMENTS OF THE PURCHASE ORDER. THE BUILDER / CONTRACTOR IS RESPONSIBLE FOR SET-TING OF ANCHOR BOLTS AND ERECTION OF STEEL BUILDING COMPONENTS IN ACCORDANCE WTH VARCO-PRUDEN'S "FOR CONSTRUCTION" DRAWNGS. TEMPORARY SUPPORTS OR BRACING REQUIRED FOR THE BUILDING ERECTION WILL BE THE RESPONSIBILITY OF THE ERECTOR TO DETERMINE, FURNISH, AND INSTALL. 5. VARCOPRUDEN IS AN APPROVED FABRICATOR WITH THE FOLLOWING CERTIFICATIONS: AISC MB (ALL PLANTS) RECEIVED ICBO FA-240 (CA PLANT ONLY) GENERAL CONSTRUCTORS, ( ) VE r u INC.00T11997 CITY OF SEAI7LE CA PLANT ONLY • Ift CITY OF LOS ANGELES TYPE 1 FABRICATOR (CA PLANT ONLY) A P CANADIAN WELDING BUREAU DIVISION 1 (CA & W PLANTS ONLY) C*,%no "n' 0 -UrIST THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VARCO—PRUDE-` BUILDINGS, A UNITED DOMINION COMPANY. IT IS PROVIDED SOIF1Y FOR ERECTING THE BUILDING DESCRIBED IN THE A.PPUCABLF PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VARCO—PRUDEN BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLFJ_Y RESPONSIBLE FOR ACCURATE, GOOD OUAL-TY WORKM.ANSHIP IN ERECTING THIS BUILDING IN CONFORM.MCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLJCABLE VARCO—PRUDEN ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF T-t-MPORARY BRACING. COVER SHEET BUILDER GCI Ganarol Conatr�ctore, Inc_ CUSTOMER Or on do Son ford A I rpor t LOCATION Son ford, FL PROJECT NAME 2754—Or I on do Son for d BLDG. NAME A I r Cor go 9� 1 1 cling - SSR OUOTE NO. NC9702e214-000 JOB NO. NC9751 14-01-OIt-1 DATE -_---- 10/27/97 o G TIME RETAt suv-DuO3 RANnIFACruaETs ASS[1ClA710N 1 S e 07 VARCO-PRUDEN W-. BUILDINGS A Untied Dominion Company r r r r r r r Ae ® 2'-0' 0 1'-1 3/4- 0 11 3/4' 3•-4- 4•-0' 3'-3 3/4` a 10" 3'-11 3/4" a 1-2- 0 2'-8" a 1'-11 3/4" I -10- 0 3'-4 1/4- 1'-0- 18 10 Q 12 Q 14 (1p (1p 17 2 2 5�1 12'-0161-0"16'-8' 12'-0' G'-4 fill 2 2 12'-0' 6'-0" 2 2 © 12'-0' 6'-0' �3�2 81-0" 8'-6- 81_G' 8'-0" 8'-6- 22 12'-0 6'-8" 6'-8' 12'-0- 6•-4 2 2 201-8- 6'-8- 121-0" 6'-4 2 2 ® 12'-0' 6'-8- 7'-4" 121-0' a� a— c s �� e E 11 a �1 Y F��l a-�'1�--f ll`3 6 r� T e s T a E�-� - s Tc37a e 1 a� (� e1 a E� e e �-� E a - i 3 e }a e s 6Tc3 a 6Ta E 1 e e e E l N D2 & 11 D12 11 D14 it 11 DIG 11 014 11 D17 11 014 11 D19 DG D23 it TDI4it 11 D14 M 11 D26 D14 D8 D3 I ( I I i I I I i I I I I ( I D9 0 I 0 I 0 0 D3 09 ( I I I I I ( I D21 I It I D21 I I ( I I I I D4 D11 0 1 0 1 0 1 0 1 0 1 0 1 O o 1 O 0 I 0 I 0 I 0 I 0 I 0 I p (U I p tU I p CU I O (U I O CU I p cu I •I i p cu I 'O I O cu I O CU I p CU I O (U I O nJ I O CU D4 DID D22 - D22 D3 D9 0 1 0 I 0 0 D3 I ( I I I I I I I I I I I I D9 DI 11 D13 D15 V 11 D13 D13 11 D18 11 013 E, D20 D5 D20 11 013 11 D24 D13 11 D13 11 D27 11 D28 D7 11 ME [4 16' -0 25' -0- 25• -0- r$s pt�fi- 2b, _U_ � i 25' -0- On: f it esry Projky: 22348 BI dg: 1 PI one: 1 00 16' -0- 25' -0" s aTola Eb, _u" 6 r25' -0' Ri0 8• -0- 0• -6 25'-0' 1 - ra e; 25'-0- s-i-e E fe 402'-0" BL ro BL F 1 n 1 sked Floor- EI evot 1 oh - 100' -0' (Uhl ess Otkgrw I se Noted) THIS DRAWING IS SEALED ONLY AS TO THE COMPONENTS FURNISHED BY VARCD-PRUDEN 0� 16' -0- 0 251-0 �rrrra 25`—�25' -0- 0 i 0 cu O A .I cr) cu 0 1 in CL.I I �� 4 16'-0' 1 � 6. 2 25' -0" - - [] 1. CONCRETE. GROUT, ANCHOR BOLTS. AND ANY OTHER EMBEDDED ITEMS ARE TO BE FURNISHED BY OTHERS 2. ANCHOR BOLT DIAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION PER A1SC SPECIFICATIONS (FY = 36 KSI). ANCHOR BOLT LENGTH AND METHOD OF I TRANSFERRING FORCES FROM ANCHOR BOLTS TO FOOTINGS ARE TO BE DETERMINED BY OTHERS. By i l ding Code: 94SBC L i ve Ld(W/Tr i 6 Red) 20.0 psf Col I Ld < rovi r ): 3.0 sf g 'J P Coll. Ld <vPlifr): 0.0 Psf Wind Speed.- 100.0 mPh Wind E.P. Col.: C THIS DRAWING. INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VARCD-PRUDEN BUILDINGS. A UNITED DOMINION COMPANY. li 1S PRDVIDED FDR ELECTING THE BUILDING DESCRIBED IN TH'c APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED. REPRODUCED DR USED FOR AN" OTHER PURPOSE WITHOUT PRIOR WRITTEN APPRDVaL OF VARCD-PRUDEN BUILDINGS. ('� A h C k O r B O I t QUOTE r NC97028214-000 JOB C975101 4-01 -OE-1 REV. DATE BY DESC. BUILDER GCI General Consrrucrors. Inc. f�/ I'uo) o DATE 10/27/9 CUSTOMER Orl undo -Sanford AirPorT ']ME 3. DESIGN LOADS AND REACTIONS ARE FURNISHED ON OTHER DOCUMENTS. 4. FOUNDATION MUST BE LEVEL, SQUARE, AND SMOOTH. ANCHOR BOLTS MUST BE ACCURATELY PLACED AS SHOWN ON THIS DRAWING OR STEEL WILL NOT FIT. Ground Snow: 0.0 sf uP Roof Snow: 0.0 Psf Snow Ex Col.: 3 P' Bvil ding Use Col.: I Auxiliary Loads NONE THE GENERAL CDNTP.ANDERECTOR RESPONSIBLE FDR AACCCCURATE. GOOD IS SOLELY RESPONSIBLE DUALITY VDRKMANSHIP IN ERECTING THIS BUILDING IN AILS CONFORMANCE WITH THIS DRAWING. DETAILS REFERENCED 1N THIS DRAWING, ALL APPLICABLE VAP.CO-PRUDEN ERECTION DETAILS AND ALL INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPDRARY BRACING. METAL BLDG MFG ASSN 13:0 LOCATION Sanford. FL .e r VARCD - P R U D � N BUILDINGS A UNITED DOMINION CDKPANY DRAW/CHECK PROJECT 27S4-Orl ondo Sanford SCALE NTS BUILDING Air Cargo Bu i I ding - SSR PAGE BL BL L gL L F L FL Bt FL._...r_.-._.....,_._� ..e.., BL 2 1 /2' 1 /2 - O 2 1 / 2 " - 1/2' C) ! 7JjI' — -- - — m - - -- `- - - l9 N (U.\. O O i 4" 6" N 4" BN " 1/2' 1/2' O 0 I 2 1/2' 2 1/2' 1 • -O 1 2 1/2" 1/2" 1' -0" BL FL FL FL FL BL L BL BL BL C 4) 1" D I o_ A-36 A. Bol r c (4)1" D I a. A-36 A. Boi t B (4)1' D t a_ A-36 A. Bol r s (4) 1 1/4" D I o. A-36 A. Bol t c (2) 3/4" D t ci. A-36 A. Bol -rc (2)3/4" D i o. A-36 A_ Boi r a <2>3/4" D I ci. A-36 A_ Bol t c <2>3/4" Di.. A-36 A. Bol t c PI �ra L=10" W=8" T=3/8' PI cite L=10- W=8- T=3/8" PI ore L=10' W=8" T=3/8" PI cite L=1'-O" W=8" T=3/8- PI cite L=1'-5' W=1'-1" T=1/2" PI ore L=1•-5" W=1'-1" T=I/2" PI cite L=1'-1' W=9' T=1/2" PI cite L=1'-1" W=10' T=5/8" EI avot 1 on= 100' -O" El avert 1 oh= 100' -O- EI avot Ion= 100' -O" El avot I on= 100' -O" El avert I on= 100' -O" EI avot I on= 100' -O" El avert I on= 100' -O' El avot 1 on= 100' -0- D1 D2 D9 D4 D5 DO D7 D8 BL FL BL FL B L O O 2 1/2- 1/2- O 7" 4" i I 1 N N In IP In T — - N 1• -O" N 1 -O" N 1 -O-0 -O ti F FL FL FL FL BL FL BL L BL BL BL < 4) 1- D I o_ A-36 A_ Bol t c (4)1- D I o. A-36 A_ Boi t c (4)-1" D t o-A-36 A. Bol T c (4)1" D i ci_ A-36 A. Boi t C <2)3/4" Di..A-SG A_Bol tc (2)3/4' Dici_A-36 A.BoI rc <2>3/4' Dlo_A-36 A. BoI tc C4)1' DIci. A-36 A. BoI tc Pl ora L=10" W=8" T=3/8- Pl eta L=1'-O" W=8" T=3/8" Pl ore L=11" W=8" T=3/8" Pl cite L=1'-1- W=9" T=1/2' Pl cite L=1'-i W=9" T=1/2- Pl cite L=1'-1" 100' T=I/2- Pl o f L=1'-i" W=9- T=1/2" Pl cite L=1'c>h W00' T=1/2" El avot Ion= 100' -0- El avc.t I on= 100' -0" El avco t I on= 100' -0- El avot l on= 100' -O" El avc�t Ion= 100' -O" El avert Ion= 100' -O" EI avo r Ion= lOD' -O" El avert ion= 100' -O" Dg D10 D11 D12 D19 D14 D15 D16 F BL F L g FIL FL FL BL L L 2 1/2- 1/2- O 2 1/2" 1/2' - I O 2 1/2" 1/2- I 0 i . In In 7 OI B0I - 1/2' Ov 2 1/2- 2 1/2' 1/2- 2 1/21/22 1/2' /2" L •N I �1 FBL FL FL g L L <4)1- DIo. A-36 A. BoI to <4)1" DI o. A-36 A. BoI tc (2)3/4" DIO.A-36 A.Bcd tc (2)3/4- Dtci.A-36 A.BoI -r z (2)3/4" ❑Io.A-36 A.B.1 rc (2)3/4" DID. A-26 A_Bol ra (2)3/4" Dio_A-36 A.B.1 tc (4)1- DIa_A-36 A_2o1 tc PI eta L=1'-1" W=9- T=1/2" PI cite L=1'-1" W=9- T=1/2' PI cite L=8" W=8" T=1/2" PI cite 1-=8- W=8- T=3/8- PI cite L=9- W=8- T=1/2 PI ate L=10" W=8- T=1_/2- PI c -ra L=8" W=8- T=1/2" PI cta L=1'-I" W==9" T=1/2" Ell aL=1 t oh= 100' -T El avot Ion= 100' -D E1 avot 1 oh= 8- -0 El �dvot 1 oh= I00' -0 El 9vQt I oh= 100' -0 El avot I oh= 1OO' -0 El avot 1 oh= 100' -0 El avor I oh= 100• -0" D17 D18 D19 D20 . D21 D22 D29 D24 BL BL FL FIL 1/2" DIAMETER CONCRETE O o 2 1/2" PROJECTION (U.O.N.) ANCHORS (NOT BY VP) 2 1/2" 1/2- 2 1/2' 1/2' ' I BOTTOM OF COLUMN EQ. BASE PLATE ELEV. VARIES 3rr _ BOTTOM OF - - - -�- if) cf) m COLUMN EQ z 1 BASE PLATE - -' J o 1 1 /4" OPENING WIDTH 1 1 /4" 0 0 I I 2 1/2" 1/2- 2 1/2' 1/2- - � STD = 1/2" NOTE: 1" PROJECTION ABOVE FL FL BL BLR, FLUSH = O" BOTTOM OF JAMB CLIP (4)1" DIo.A-36 A.BoI rB (4)1" Dio.A-36 A-BoI T� <4>1" Di..A-36 A.BoI tc <4>1" DIo.A-36 A_Bol to TYPICAL ANCHOR TYPICAL COLUMN Plcira L=1'-1" W=9" T=1/2' Plata L=1'-1' W=9" T=1/2' Plata L=1'-1" W=9- T=1/2- Plata L=1'-1" W=9- T=1/2" El aver Ion= 100'-0- El a atD26 100'-0- El avatD27 100'-0- El ®va D28 100•-0- BOLT PROJECTION BASE PLATE DETAIL FRAMED OPENING DETAIL D25 On: fit esry ProJky: c^2346 Bldg: I PI one: I THIS DRAWING IS SEALED ONLY AS TO THE COMPONENTS FURNISHED BY VARCD-PRUDEN 1. CONCRETE, GROUT, ANCHOR BOLTS, AND ANY OTHER EMBEDDED ITEMS ARE TO BE THIS EMA DRAWING• INCLUDING F THE INFORMATION HEREON. QUOTE r JOB r Buil ding Code: 94SBC REMAINS THE PROPERTY OF VARCD-PRUDEN BUILDINGS, AI I C11O1^ VOI t NC57028214-000 C9751014-01-DE-1 FURNISHED BY OTHERS Live Ld<W/7r ib Red) 20.0 psf A UNITED DOMINION O COMPANY. 2. ANCHOR BOLT DIAMETERS "WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION PER IT IS PROVIDED FOR ERECTING THE BUILDING Col I . Ld (grovi ty): 3.0 psf DESCRIBED IN THE APPLICABLE PURCHASE ORDER BUILDER GATE AI SC SPECIFICATIONS <FY = 36 Y,SI). ANCHOR BOLT LENGTH AND METHOD OF Col I . Ld (upl ift): 0.0 psf AND SHALL NOT BE MODIFIED. REPRODUCED REV. DATE BY DESC. GC1 General Constrictors, Inc. 10/27/9 TRANSFERRING FORCES FROM ANCHOR BOLTS TO FOOTINGS ARE TO BE DETERMINED -- Wind Speed: 100.0 mph DR USED FOR ANY OTHER PURPOSE EN BOIL PRIOR NGS. WRITTEN APPROVAL OF VARCD-PRUDEN BUILDINGS. CUSTOMER � o TIME BY OTHERS. Wind Exp. Col.: 0.0 f LOCATIOOrI on do Son ford Airport 3. DESIGN LOADS AND REACTIONS ARE FURNISHED ON OTHER DOCUMENTS. THE GENERAL RESPONSIBLE AND/OR ERECTOR METAL GLDG MFG ASSN 13:0 PS IS SOLELY RESPUrISiBLE FOR ACCURATE. GOOD 4. FOUNDATION MUST BE LEVEL, SQUARE, AND SMOOTH. ANCHOR BOLTS MUST BE Roof Snow: 0.0 psf DUALITY WORKMANSHIP CONFORM IN ERECTING tHls Sonford, FL DRAW/CHECK ACCURATELY PLACED AS SHOWN ON THIS DRAWING OR STEEL WILL NOT FIT. BUILDING IN CONFORMANCE WITH THIS VARCD-PRUDEN Snow Exp. Cot.: 3 DRAWING. DETAILS REFERENCED IN THIS CRAVING. PROJECT Building Use Cot.: I ALL APPLICABLE VARCD-PRUDEN ERECTION DETAILS 2754-Orl ondo Sonford BUILDINGS Auxil Tory Loods NONE AND ALL INDUSTRY STANDARDS PERTAINING TO LLLJJJ PAGE PROPER ERECTION • NCLUDING THE CORRECT USE SCALE BUILDING A UNITED DOMINION COMPANY Z. OF TEMPORARY BRACING. NTS Air Cargo Building - SSR ALL Bp_TS 1/2- A307 U.O.N. (LENCTH AS SHOW*+), USE 1/2- A325 BOLTS AT 'SF8- EL-NCE BRACES, PRIMARY FRAMING SIZE CHARTA325 BOLT C014t'1ECTION CHART Fin lshed Floor El evot '.or.= 100'-0' (I)nl ess 0sher.+Ise Noted) CxiF 'IDE Fi-CZ. UFACYS Rs l)'D. AT E1.O rr-,i. PART-NO FLG THK X WO WEB T}'K DEPTH APPROX.SHIP No QrLJ. DtorneTer LengTh 1 1/4' ':7Jiln',I:t'S `EC! IDIRY LAP c•),R�Ej T -.?I- -.?I- r -- � vA^ES START/END LENGTH 1 4 1 /?" 1 1 /2' vrlEs I _ �r FL 1 DCC1 .065 X 5.13 2cz, 065 8. 13/8. 5 20.6 2 4 3/4' 1 3l4' FL1DL'R2 FLiDCR3 .059 .059 X X 5.0 5.0 2m.059 2e,.059 8.5/8.5 8.5/8.5 21.1 11.5 3 4 3/4' 1 3/4' P 4 4 3/4' 1 3/4' FLIDCR4 .065 X 5.0 2L..06S 8.5/6.5 27.6 5 4 3/4 1 3/4 T LONG FLIDCR5 .065 X 5.0 2Ea.065 8.5/8.5 27.6 6 4 3/4' 1 3/4` SECO :D ARY !/// T'rn, UON. FLAN AGC E UR CR6 .059 X 5.0 2a.059 8.5/8.5 11.5 7 4 3/4' 1 3/4' PR�N AFT FFAuE 1 T/2 LCNG FL1DCR7 .120 X 5.0 2m.120 8.5/8.5 21.0 8 4 1/2' 1 1/2' TO ASSURE STRUCTURAL INTEGRITY. INSTALL iDCC8 .065 X 5.0 2m.065 8.5/8.5 20.6 9 4 1/2' 1 1/2' RANGE BRACES AND ALL CONNECTION BOLTS AT ALL LOCATIONS SHOWN ON THIS DRAWNG. �1 �j . DB2 X 5.0 j 2 m. 082 2m.082 8.5/8.5 21 7 l0 4 1/2' 1' 1/2' - TYPICAL FLANGE BRACE CONNECTION FLIDCCI0 .120 X 5.0 2m.120 8,5/8.5 23.0 11 4 1/2' 1 1/2' CONTINUOUS PURLIN LAP SHOWN. CONTINUOUS GIRT LAP, SIUALE PURLIN AND GIRT CONDITIONS SIMILAR. FL1CI11 3/16 X 6.0 .134 11.0/11.0 24.6 12 4 1/2' 1 1/2' FLlCI12 3/16 X 6.0 .134 11.0/11.0 24.6 13 4 1/2' 1 1/2' FLIDCCI3 .120 X 5.0 2e.120 8.5/8.5 23.0 14 A 1/2' i 1/2' FLIOCC14 .082 X 5.0 20.082 8.5/8.5 21.7 15 4 3/4" 1 3/4' FLICBX15 .134 X 5.0 .134 18.8/9.0 9.9 0 CLI cu F51 L�J i'-o ii/io" 1'-6 11/16- U 3 3/8- m m 0 3 0i � Q Q 4� � � Q Q GD' -2 1 /2- 1: 12 10 ram• _0' 2 m 4'-2 3/16- 60' -2 1/2- 0 0 5 _ 0' ---- 10 a , In In 0 0 0 0 O In CU CU In O In m O O In O 0 cu ILL u_ Oj O O O cu DO (11 m ILL ILL nm if i 0 9' -1 1 7/16" 3/16" n 1:12 120'-0' I_ 13'-6' 15'-0' 20'-0' 23'-0' 20'-0" 15'-0' 13'-6" 1 caI I 120'-0" 9'-11" El eva t i oh o f Fr ome Lire 1 m co I 0 I in 0 cu FA R On: fiI esry ProJky: 22348 BI dg: I PI one: 8 THIS DRAWING 1S SEALED ONLY AS TO THE COMPONENTS FURNISHED BY VARCO-PRUDEN 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE NOVEMBER 13. 1935. ALLOWABLE STRESS DESIGN .SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A925 OR A490 BOLTS" SECTION 8. (d)(1) TURN -OF -NUT TIGHTENING'. 2. USE 1/2' DIA. A307 BOLTS FOR PURLIN TO FRAME. GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED O HERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. 3. INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR. Bu i l ding Code: 94SBC Live Ld(W/Tr i 6 Fed) 20.0 psf Coll Ld (rovi 1 ): 3.0 sf g y P CoII. Ld <�pl ifT): 0.0 psf W i nd S ed: ] O0. 0 rn FT Pe P Wind Exp. Cot.: C Ground Snow: 0.0 f Ps Roof Snow: 0.O psf Sn O w E x P Cot.: 3 Building Use COT.: I Aux i l i ory Loods NONE THIS DRAWING. INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VARCO-PRUDEN BUILDINGS. A UNITED DOMINION COMPANY. 1T ISPROVIDED FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FDR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL TH VARCO-PRUDEN BUILDINGS. THE GENERAL CONTRACTOR AND/DR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE. GODD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING 1N CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING. ALL APPLICABLE VARCO-PRUDEN ERECTION DETAILS AND ALL INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION. INCLUDING THE CORRECT USE Dr' TEMPOP,ARY BRACING. Fr o m e El eva i ion QUOTE e NC97028214-000 JOB . ,IC9751014-01-OE-1 REV. DATE BY DESC. BUILDER GCI General Constructors. Inc. � _------ �-�, ,� 1'LMVJif o 0 METAL BLDG MFG ASSN DATE 10/27/9 CUSTOMER Orl ondo Sonf ord Airport TIME 13: 1 LOCATION Son ford, FL V A R C 0 -PRUDE N BUILDINGS A UNITED DOMINION COMPANY DRAW/CHECK c>2 �Y PROJECT 2754-Orl ondo Sonford SCALE NTS BUILDING Air Cargo Bu i I ding - SSR PAGE PRIMARY FRAMING SIZE CHART A325 BOLT CONNECTION CHART PART -NO FL9 THK X WO WEB THK DEPTH APPROX.SHIP No Oty Olometer Length START/END LENGTH 1 22 3/4' 2 1/4" FL17CX2:3 3/G X 6.0 .250 12.1/49.3 18-2 2 10 3/4' 1 3/4' FL17RBX24 5/8 X 6.0 .188 42.0/24.9 14.5 3 13 3/4' 2' 1/2 X 6.0 .164 24.8/25.0 10.0 4 10 3/4' P, FL17RBX25 1/4 X 6.0 .134 25.1/25.0 10.0 5 32 3/4' 2 1/4' 3/8 X 6.0 164 25.1/32.1 25.0 6 12 3/4' 1 3/4' FL17RBX26 3/8 X 5:0 .188 32.0/25.0 25.0 7 2 3/4' 1 3/4' 1/4 X 5.0 .134 24.8/25.0 10.0 8 2 3/4" 1 3/4' FL17RBX27 1/2 X 8.0 .134 25.0/25.0 10.0 9 2 3/4' 1 3/4" 1/2 X 8.0 ..188 25.0/41.9 10.7 10 2 3/4' 1 3/4" FL17CX28 3/8 X 6.0 .250 49.1/12.1 21.3 FL17CBX29 3/16 X 5.0 .134 19.5/9.0 10.E FL17DCC30 .082 X 5.0 2o.082 8.5/8.5 19.4 FL17DCC31 .120 X 5.0 2Q.120 8.5/8.5 21.3 FL17CI32 1/4 X 6.0 .134 11.0/11.0 22.8 FL17CI33 1/4 X 6.0 .134 10.0/10.0 22.8 FL17OCC34 .120 X 5.0 2La.120 8.5/8.5 21.4 FL170CC35 .092 X 5.0 2ta.092 8.5/8.5 20.0 11/16 1'-6 11/16" Liz 3 3/8- ALL BOLTS 1/: A307 U O.N. (LENGTH AS SMOPN), USE 1/2- A325 BCi TS AT 'SFB- FLA,I(,C GRACE.". ONE SLOE FLANGE BRACES REO'D. AT END F::AMES FRAME CLEARANCES VerTICO1 Clearance Under Frame at FL17CX23 = 13* -2 3/16' VE,rT ICal Cl eor an ce Under Frame at FL17CX28 = 18 `2 1/8' He r I -on T of Cl �3or-onccj Be I weer-, FL 17CX23 c FL 17CX28 = 1 10' -4 1 / 8' 1 1/4' cr Tv+u tiIS SFCI7 :DARY LA" 11RIES vRIES i A a -VoFinIshed Floor EIevatlon = 100'-0' (Unless OtherwIse Noted) �`T\P. V.O.N.SECONDARY FLANGE BRACE / PRIMARY FRAME) 1 1/2 LONG TO. A55VRE STRUCTURAL INTEC-RITY. INSTALL FLANGE BRACES AND ALL CONNECTION BOLTS AT ALL LOCATIONS SHOMa ON THIS DRAw1NC, TYPICAL FLANGE BRACE CONNECTION CONTINUOUS PVRLIN LAP SHOWN. CONTINUOUS GIRT LAP, SMPLE PVRLIN AND oRT CONDITIONS SMILAR. nm nF 1,L) y y y 60 •- 2 1/2" r I ---------..-- 1 : 12 10 0 5° -0" 0 0 0 0 m v o d o 0 m o -__ O Ln cu O p DO m 'd CID O 7 CU p 00 O 4' -2 3/ 16- 0 m vm LL Lt LL LL m m 2 0 LL LL u --- ---_ LL. m m 0 m _ . co o cr)m - --- - -__- 0 <t m IL LI_ c0 ._-- - - - -- co 0CD o L7 --_ LL 0 O F R8X26 v _ FL17RBX25 � m I 0 .� F�17RgX FB6004 FB2060 FB2054 0 .� FB4084 0 cv I P m N X v n FB3050 1i _ FB2060 FB2054 r 1 - - - - - - - Ln J- - �- - - - - - - - - - - - - - - - - - - - - - - - - - - - 11'-2" 0 15'-0' ® 22'-4' 23'-0" 20'-0- 120' -0" EI eva t i oh at Frame Line 17 Tutc nPnrlt,IC 1P CCEt Cn ­1 V - Tn TMC rnMPntJCWTC rimw441Cn RY VAPrn-PPIInFN Y Y Y 60'-2 I/2- 1:12 I0 5'-0- 9'-11 7/16 O 2 ° 4'-2 3/16- D 1:12 m o 0 2 3-11 11/I6' 0 m 0 m 0LO d m m 0 CO LL m m u- m - - - -- _ LL m 00 _ cn D- m cu - cn 003 0 FL17RBX27 UFL17CBX29 FB6000 0 FB4080 'T1 r J X RT CD FB3044 15'-0- 9'-11' R o h.j-9 t'" "4:`: ;lice' I R tj- i r;,.,, 0 1 Lo a CU Lin: t iI esry rrojKu: CC 340 tSl og: 1 r1 ane: C4 THIS DRAWING. INCLUDING THE INFORMATION HEREON, QUOTE � JOB r 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE v ding Code: 94SBC REMAINS THE PRDPEP,DF ARCD-PRUDEN BUILDINGS. A UNITED DOMINION CCOOMPANY. Fr ame El eva t I Oh NC97028214-000 C9751014-01-OE-1 NOVEMBER 13, 1995, ALLOWABLE STRESS DESIGN 'SPECIFICATION FOR Live LdCW/Tr ib Red) 20.0 psf Li Col I Ld (rovit): 3. 0 IT 15 DVIEDR ERECTING THE BUILDING THE PURCHASE ORDER BUILDER DATE STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS' SECTION 8.Cd)C1) . psf 9 y P Col I . Ld (uplift): 0.0 psf DESCRIBED INN APPLICABLE AND SHALL NOT BE MODIFIED. REPRODUCED REV. DATE BY DESC. GCI General Constructors, Inc. 10/27/9 CUSTOMER TURN -OF -NUT TIGHTENING'. Wind Speed: 100.0 mpF DR USED FOR ANY OTHER PURPOSE EN BUTT PRIOR OR APPROVAL OF VARCD-PRUDEN BUILDINGS. � �^ III" 2. USE 1/2' DIA. A307 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO Wind Exp. Cot.: C Orlondo Sanford Airport o J' TIME CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. Ground Snow: 0.0 THE GENERAL CONTRACTOR AND/OR ERECTOR METAL BLDG MFG ASSN 13: 1 LOCATION 3. INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION p sf Roof Snow: 0.0 psf IS SOLELY RESPDWSIBLE FOR ACCURATE. GOOD DUALITY WORKMANSHIP IN ERECTING THIS Sanford, FL DRAG'/CHECK 1S COMPLETE. IS THE RESPONSIBILITY OF THE ERECTOR. Snow Exp. Cot.: 3 BUILDING IN CONFDRMANCE WITH THIS V A R C 0 -PRUDEN PROJECT Buil ding Use CO?.: I DRAWING. DETAILS REFERENCED 1N THIS DRAWING, ALL APPLICABLE VARCD-PRUDEN ERECTION DETAILS 2754-Orl ondo Sanford C% BUILDINGS PAGE �t �+ Aux il iary Loads NONE AND ALL INDUSTRY STANDARDS PERTAINING TD PROPER. ERECTION. INCLUDING THE CORRECT USE A UNITED DDMINIDN COMPANY SCALE BUILDING Cargo Building - SSR OF TEMPORARY BRACING. NTS Air THIS DRAWING. INCLUDING THE INFORMATION HEREON. QUOTE • JOB s 1. A32= HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE BuII ding Code: 94SBC REMAINS THE PROPERTY DF VARCO-PRUDEN BUILDINGS. Fh ome El eva t I Oh NC97028214-000 C9751014-01-DE-1 Live Ld(W/Tr ib Red) 20.0 A UNITED DOMINION COMPANY. NOVEMBER 13, 1985, ALLOWABLE STRESS DESIGN 'SPECIFICATION FOR psf IT IS PROVIDED FOR ERECTING THE BUILDING REV. DATE BY DESC. BUILDER DATE STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS' SECTION 8.(d)(1) Coll . Ld (gravity): 3.0 psf DESCRIBED N THE APPLICABLE PURCHASE ORDER Coll. Ld (upl i f t) : 0. O psf AND SHALL NOT BE' MODIFIED, REPRODUCED GC I General Con s t r uc Y or s, Inc. �`- 1 O/27/9 TURN -OF -NUT TIGHTENING'. Wind S 100.0 mph OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR VARCD-PRUDEN BUILDINGS. 1--_3 = 'L�" CUSTOMER TIME 2. USE ]/2� DI A. A307 BOLTS FOR PURLIN TO FRAME. GIRT TO FRAME. AND GIRT -TO peed: C uRITTEN APPROVAL DF Or on do Sanford Airport JI CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. Wind Exp. Cot.: THE GENERAL CONTRACTOR ERECTOR METAL BLDG MFG ASSN 13: 1 LOCATION Son for d, FL 3. INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION Ground Snow: 0.O psf IS SOLELY RESPONSIBLE FOR ACCURATE. ^uDDD VARCD-PRUDEN DRAW/CHECK IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR. Roof Snow: 0.0 psf Snow Exp. Col.: 3 DUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH. THIS REFERENCED IN THIS DRAWING. PROJECT Buil ding Use Cot.: I DRAWING. DETAILS ALL APPLICABLE VAP.CD-PRUDEN EP'CTION DETAILS 2754-Orl ondo Sanford BUILDINGS ((((/✓✓✓✓�b� PAGE Aux it iary Loods NONE AND ALL INDUSTRY STANDARDS PERTAINING TO PRDPER ERECTION. INCLUDING THE CORRECT USE "'-'• A UNITED ODMI NI ON COMPANY SCALE NTS BIDING BUILDING Air Cargo Bu i l ding - SSR OF TEMPORARY BRACING. 1:12 0- 0 m 0 cn m Lt. Ctl v .L 80LTS 1/2- A30 V.O.N. (LENGTH AS SNO­), T 1/2" A325 B,XTS AT 'SFB' FLANGE BRACES +_ <:Lr: TLAt Z GP4CtS T+EO'p. Al Et.S r1.:..._S C :s: PNVGJ; :�`.t �\i1 nFT li.P \'Aa1ES I i1" -^ S 1 1/2' LONG , / 1' LC>NC iY —J TIP. U.O.N. RACE � FRAME- 1 1/2' LONG 10 wSSLIRE STNUCTURAL 1NTEGATTY. INSTALL FLANGE BRACES AND ALL CONNECTION BOLTS AT ALL LOCATIONS SHOWN ON THIS DRAWING: YPICAL FLANGE BRACE CONNECTION ONTINUOUS PURUN LAP SHOWN. CONTINUOUS GIRT AP. SIMPLE PURLIN AND CRT CONDITIONS SMILAR. n 3/16- 0 � Ln O DO LL m .. nl 0. tl K m co � I (2)FB6000 0 1 (2)FB4084In 0 CU (2)F83050 I 0 0I I 0J 0J 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE NOVEMBER IS, 1995, ALLOWABLE STRESS DESIGN -SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS' SECTION 8.(d)(1) TURN -OF -NUT TIGHTENING". 2. USE 1/2" DIA. A307 BOLTS FOR PURLIN TO FRAME. GIRT TO FRAME. AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB -DETAILS FOR BOLT LENGTHS. 3. INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR. Bu i I d I ng Code: 94SBC Live Ld<W/Tr 6 Red) 20.0 psf Col I Ld (9, 1 ): 3.0 sf 9 L.� P CoII. Ld <�plifT): 0.0 psf Wind iSpeed: 100.0 mph Wp Wind Exp. CoT.: C Ground Snow: 0.0 psf Roof Snout: 0.0 psi Sn o w Exp. Co1.: 3 Building Use Co1.: I Avxit iorg Loods NONE THIS DRAWING. INCLUDING THE INFORMATION HEREON. REMAINS THE PROPERTY OF VARCO-PRUDEN BUILOINGS. I UNITED VIDEDDOMINION COMPANY. IT IS BEDVIDED FDR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT GE MODIFIED. REPRODUCED OF V DR USED FOR ANY DPURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF AkCO-PRUDEN BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE EDP, ACCURATE. GOOD DUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING. DETAILS REFERENCED IN THIS DRAWING. ALL APPLICABLE VARCO-PRUDEN ERECTION DETAILS ANu ALL INDUSTRY STANDARDS PERTAINING TD PROPER ERECTION. INCLUDING THE .CORRECT USE OF TEMPORARY BRACING. E h a ITT e E I e a t I O h QUOTE NC97028214-000 JOB r C975101 4-01-0E-1 REV. DATE BY DESC. BUILDER GCI General COhSTrVCiOrS. Inc. �.--_ ,_ �— —�--� � o M METAL BLDG MFG ASSN DATE 10/27/9 CUSTOMER Orlando Sanford Airport TIME 13: i LOCATION Son ford, FL V A R C 0 -PRUDEN BUILDINGS A UNITED ODMI NI ON COMPANY DRAW/CHECK �� PROJECT 2754-Orl ondo Sonford PAGE t a c{+ SCALE NTS BUILDING A I r Cor go Bu i I .din g - SSR ALL 601.TS 1/2' A307 U.O.H. (LENC1}1 AS V.`.E 1/2- A325 BOLTS AT ':.'B' FLANGE BRAi.FS (r,. 5..1c FLAN,C FRA<:f: FTVO. Al TAD ' PRIMARY FRAMING SIZE CI4ART A325 {BOLT CONNECTION CHART PART -NO FLO THK X WO WEB THK DEPTH APPROX.SHIP No QTy Diameter LengTh START/END LENGTH 1 2G 3/4- 2 1/4' CX43 3/8 X 6,19 ?50 48, i / 12. 1 21.3 2 8 3/:4 2' RBX51 1/2 X 8.0 188 41,.9/22.0 10.8 3 16 3/4' 2' 1/2 X 8.0 .188 22.b/22.0 10.0 4 8 3/4' 1 3/4" RBX52 1/4 X 6.0 .134 22.1/22.0 10.0 5 18 3/4- 2 1/4' 3/8 X 6.0 .164 22.1/32.1 25.0 6 12 3/4' 1 3/4' RBX53 3/8 X 5.0 .188 32.0/25.0 25.0 1/4 X 5.0 .134 24.8/25.0 10.0 RBX54 1/2 X 6.0 .164 25.1/24.9 10.0 5/8 X 6.0 .188 25.1/40.1 14.5 CX55 3/8 X 6.0 .250 12.1/49.9 18.4 CBX22 3/16 X 5.0 .134 9.0/19.5 10.6 7/1G" 1:12 2 m 3• -11 11/16;� m 0 CU DO O LL cu U cu cl) 4 CBX22 C )FB5110 0 1 �D( )FB4074 O 3 I 0i cu (u (- )FB3044 ® 8 1/2- i'-^o 11/10 1'-6 11/16' IJ 3 3/9- FRAME CLEARANCES Vertical Clearonce Under Frame of CX43 = 18'-2- VerTlcal Clearance Under Frame at CX55 = 18'-4 3/16' HarizonTa) ClGar once Between CX43 c CX55 = 110'-5 1/8' Finished Floor Elevation = 100'-0' (Unless 01kerwIse Noted) ^•yl " VARIES � VARIrS �-� j-_. n` I -1 1/2' / 1' LONG SE CCYlDARY l/// T\P. V.O.N. FLANGE BRACE PRIMARY FRAME-/ 1 1/2" LCNG TO ASSURE STRUCTURAL INTEGRITY, INSTALL FLANGE GRACES AND ALL CONNECTION BOLTS AT ALL LOCATIONS SHOWN ON THIS DRAMNG. TYPICAL FLANGE BRACE CONNECTION CONTINUOUS PVRLIN LAP SHOWN. CONTINUOUS GIRT LAP, SIMPLE PVRUN AND GRT CONDITIONS SIMILAR. n Y 1 / 2 1_-1 i�L _J_ 60' -2 1 /Z 1:12<t i0 m 5-0-cu o 00 O mo 0 1:12 10 ° 5'-0' m o 't m m m IL Lu m cu 0 v 0 .d 3/16 0o o O m o m m It „ CU Cll Gil ' ' LL ,. CU m LL , N 0 m m O `� 2 1 4' -2 3/16-1 4°_2 2 m m ^ a CU m O m v d O v In o 0 m m m w -_ - - -, v N m LL m m In 0 vm m a - - - - - _ cu LLL m m LL, �- - _ cu cu a 0 0 cu a- _ - O RBX53 RBX52 ® RBX54 m c9 © RgX51 I O -w------ (2)FB6000 0 I FB4034 LO cl (u a un Lj1 x U 1 (2)FB3050 d Ln 1 i\ J F41 r_1 4 120'-0- On: f i t esr v Pr o jky: 22348 Bldg: 1 Plane: 11 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE NOVEMBER 13, 1985. ALLOWABLE STRESS DESIGN 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS- SECTION 8.(d)(I) 'TURN -OF -NUT TIGHTENING'. 2. USE 1/2" DIA. A307 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED O.THEP,WISE. SEE JOB DETAILS FOR BOLT LENGTHS. 3. INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR. EI ev0 t i or) O t Fr ame L i r) e 4 THIS DRAWING 1S SEALED ONLY AS TO THE CDMPONENTS FURNISHED BY VARCD-PRUDEN Building Code: 94SBC Live Ld(W/Trib Red) 20.0 psf Coll . Ld (groviTLJ.): 3.0 psf Col I . Ld (upl ifT): 0.0 psf Wind Speed: 100.0 mph Wind Exp. CoT.: C Ground Snow: 0.0 psf Roof Snow: 0.0 psf Snow Exp. COT.: 3 Building Use Col.: 1 Auxiliary Loods NONE THIS DRAWING, INCLUDING THE INFORMATIDN HEREON, REMAINS THE PROPERTY OF VARCD-PRUDEN BUILDINGS, A UNITED ODMINIDN COMPANY. IT IS PRDVIDED FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED. REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF .VARCD-PRUDEN BUILDINGS. THE GENERAL CONTRACTOR AND/DP ERECTOR IS SOLELY RESPONSIBLE FORACCURATE. GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING. ALL APPLICABLE VARCD-PRUDEN ERECTION DETAILS AND ALL INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. Fr ame El evo t i oh BUILDER REV. DATE BY DESC. GCI General ConsTructors, Inc CUSTOMER Orlando Sanford Airport LOCATION Sanford. FL PROJECT 2754-Orlando Sanford SCALE BUILDING NTS Air Cargo Building - SSR 0 I cu (u II�R F� JJnJ 5 v$� 4s. r+r .`,��.'•..;.. ..T..T�._ 1,-,t•.;F;�E9e-.q.'i-gs }i�'`�6'jl. QUOTE r JOB NC97028214-000 C9751014-01-OE-1 DATE 10/27/9 MR-3 M p TIME METAL BLDG MFG ASSN 13: 1 VARCO-PRUDEN DRAW/CHECK BUILDINGS E�j PAGE A UNITED DOMINION COMPANY „y ALL BOLTS 1/2 AM7 U.O.N. (LENGTH AS SHOWN), USE 1/2- A325 6PL1S AT 'SFB' FLANGE BRACES. CY+E VDE RANGE BRACES REO'D. A, END FPAMES. 1 1/4" CON71NUCV5 SECONDARY LAP VARIES 1 1/4- VARIES � TI SECC^1DARY- TIP. U.O.N, FIANCE BRACE PRI NARY FRAME /,,/2- LONG 10 ASSURE STRUCTURAL INTEGRITY, INSTALL FLANGE BRACES AND ALL CONNECTION 60L15 AT ALL LOCATIONS SHOWN ON THIS DRAWINS. TYPICAL FLANGE BRACE C,DNNECTION CONTINUOUS PURUN LAP SHOWN. CONTINUOUS GIRT LAP, 9MPLE PVRLIN AND GIRT CONDITIONS SIMILAR, n Y 2 a 4'-2 3/16- d -- U) O V GO LL. m Cu Cu CJ v OIL 0 ,u r d' m (D (2)FB6000 I (2)FB4084LO 0 cu (2)FB3050 ml 0 THIS DRAWING. INCLUDING THE INFORMATION HEREON, QUOTE d JOB 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE Bu i I ding Code: 94SBC REMAINS THE PROPERTY OF VAR CO-PRUDEN BUILDINGS. EEl I, CI I I 1 P� @ �/ O 1 i O h NC97028214-000 C9751014-01-0E-1 Live Ld(W/Tr i 6 Red) 20. 0 A UNITED DOMINION COMPANY. NOVEMBER 13, 1985. ALLOWABLE STRESS DESIGN 'SPECIFICATION FOR psf lT IS PRDVI DED FOR ERECTING THE BUILDING REV. DATE BY DESC. BUILDER DATE STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS SECTION 8.(d)(1) Coll Ld ( ovi, ): 2.0 sf 9r P y DESCRIBED IN THE APPLICABLE PURCHASE ORDER 'TURN Col I . Ld (upl if1): 0.0 psf AND SHALL NOT BE MODIFIED. REPRODUCED GCI Generol Constructors, Inc. 10/27/9 -OF -NUT TIGHTENING% Wind Speed: 100.0 mph DR USED FOP, ANY OTHER PURPOSE WITHOUT PRIOR OF VARCO-PRUDEN BUILDINGS. ^ ^^ 'L ILJ�JI 1L�q CUSTOMER TIME 2. USE 1/2' DIA. A307 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO WRITTEN APPROVAL Orlondo Sonford Airport J' I' CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FORBOLTLENGTHS. Wind Exp. C THE GENERAL CONTRACTOR AND/DR ERECTOR METAL BLOC MFG ASSN 13:2 LOCATION Sonford, FL 3. INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION w- Ground Snow: O.O psf IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD VARCO—PRUDEN DRAW/CHECK £� IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR. Roof Snow: 0.0 psf Snow Ex C P Col.: 3 DUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS 1N THIS DRAWING. PROJECT Buil ding Use Co,.: I DRAWING. DETAILS REFERENCED ALL APPLICABLE VARCD-PRUDEN ERECTION DETAILS 2754-Orl ondo Sanford BUILDINGS PAGE 61 Auxil iory Loods NONE AND ALL INDUSTRY STANDARDS PERTAINING TD PROPER ERECTION, INCLUDING THE CORRECT USE A UNITED DOMINION COMPANY SCALE NTS BUILDING Air Cor Building - SSR OF TEMPORARY BRACING. go PRIMARY FRAMING SIZE CHART PART -NO FLG THK X WO WEB THK DEPTH APPROX.SHIP START/END LENGTH CX4'3 3/13 X 0. 0 .250 48. 1 / 12. 1 21. 3 RBX44 1/2 X 8.0 .188 41.9/22.0 10.8 1/2 X 8.0 ..188 22.0/22.0 10.0 RBX38 1/4 X 6.0 .134 22.1/22.0 10.0 3/8 X 6.0 .164 22.1/32.1 25.0 RBX46 3/8 X 5.0 .183 32.0/25.0 25.0 1/4 X 5.0 .134 24.8/25.0 10.0 RBX75 1/2 X 6.0 .164 25.1/24.9 10.0 5/8 X 6.0 .188 25.1/40.1 14.5 CX55 3/8 X 6.0 .250 12.1/49.9 18.4 CBX49 3/16 X 5.0 .134 9.0/19.5 10.6 4 � A325 BOLT CONNECTION CHART No OTLJ. Olameter Length 1 26 3/4' 2 1/4- 2 8 3/4- 2" 3 16 3/4- 2' 4 8 3/4- 1 3/4- 5 18 3/4- 2 1/4' 6 12 3/4' 1 3/4' FRAME CLEARANCES Vertical Clearance Under Frome at CX43 = 13'-2' Vertical Clearance Under Frame at CX55 = 18'-4 3/16- Horizontal Clearance Between CX43 Q CX55 = 110'-5 1;"8' Finished Floor Elevation = 100'-0' (Unless..Otkerwlse Noted)_ _ 9'-11 7/16' 1.12 2 m 4•-2 9/16" 1 2 m 3•-11 11/16` 1 3� 1 m o m o � � In O <t m O cu (Tj m cu ILL QI m m OLL m^ C) o UC II- cu -- U CL-- m CD 1 CBX49 � I (2-) FB51 10 0 I Ln( ) FB4074 e N x U Lo I i' -a i ii i6- 0 1'-6 11/16- L� 3 3/8- (-,k)FB3044 ,v GO' -2 1 /2- 1:12 -0- o_ 0 o m o in (T) 11- m ^ LL CU ^ v Cu RBX38 0 0 � � v Oj O O m v 0 m m LL m . LL (U m m LL cu Cu v v cu T O 120'-0- -- 60' 0 0 1:12 10 5'-0-01 � cm)m 0 IL CU LL0 r. m 0 m °.iLL m m El eva t i oh a t Fr ame L i h e 7 RBX46 L RBX75 ALL DOLTS 1/2- AM7 U.O.N. (LENGTH AS SHOWN), U'E 1/2' A325 Pali$ AT 'SF6' FLANGE GRACES ONE `.+DE FLANGE BRACES REi D. AT END FFI-ES, 1 1/1- CC'N TiNJ:+!S SEt iNO.1RY LAP VARIES vARIES - �' _ ARiES I 1 1/2- LOIG� / �I' L Dl,G rLAN' ; nRY--- f / nT'. U.O.N. FLANGE BRACE PR -ART FRAME `�-- 1 1/2 LONG TO A55URE STRUCTURAL INTEGRITY, INSTALL FLANGE BRACES AND ALL CONNECTION BOLT5 AT ALL LOCAIIONS SHOWN ON THIS DRAWNG_ TYPICAL FLANGE BRACE CONNECTION CONTINUOUS PURLIN LAP SHOWN. CONTINUOUS GIRT LAP, SIMPLE PVRLIN AND GIRT CONDITIONS SIMILAR. m 2 ° 4'-2 3/IG O d co Ct Ln Ln In C)U- m o ^ m 03 cu m u_ (U . Ou CU C-) v CL. Y m CO i (2)FB6000 - I I 0 I FB4084 0 N i (2)FB3050 i I 71­ On: f it esry ProJkLy: 22342 BI dg: 1 Plane: 14 THIS DRAWING IS SEALED ONLY AS TD THE COMPDNENTS FURNISHED BY VARCD-PRUDEN i. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE NOVEMBER 13, 1985. ALLOWABLE STRESS DESIGN 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS- SECTION 8. <d)<i) TURN -OF -NUT T1.GHTENING'. 2. USE 1/2' DIA. A307 BOLTS FOR PUP.LIN TO FRAME, GIRT TO FRAME, AND GIRT TO _ _ CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. 3. INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR. _ - _ Buil ding Code: 94SBC Live Ld(W/Tr i6 Red) 20.0 psf Col I Ld (gravi t ): 3.0 sf 'J p Coll. Ld (uplift): 0.0 psf Wind S Speed: 1 0 0. 0 m k P P Wind Exp. Col.: C Ground Snow: 0.0 Psf Roof Snow: 0.0 psf Snow E.P. Cot,: 3 Buil ding Use Cot.: i Aux i l i org Loods NONE THIS DRAWING. INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VARCD-PRUDEN BUILDINGS. A UNITED DOMINION COMPANY, IT IS PROVIDED FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED. REPRODUCED DR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF YARCD-PRUO'cN BUILDINGS. 9UILDINGS. ISESOLELY RESPONSIBLDGENERAL RFDRDACCURATET/OROGOOD DUALITY VORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING. DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VARCD-PRUDEN ERECTION DETAILS AND ALL INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. Fr ame El eva t I Oh QUOTE NC97028214-000 JOB �C9751014-01-OE-1 REV. DATE BY DESC. BUILDER GCI General Constructors, Inc. LMJ LI:ZJ METAL BLDG MFG ASSN DATE 10/27/9 CUSTOMER Orlondo Sanford Airport TIME 13:3 LOCATION Son for d, FL VARCD - P P. U D E N BUILDINGS A UNITED DOMINION COMPANY DRAM/CHECK Ae PROJECT t= 27�4-Orl an do Sanford SCALE NTS BUILDING Air Cargo Bu i I ding - SSR PAGE { D PRIMARY FRAMING S17E CHART PART -NO FLG THK X. WD WEB THK DEPTH START/ENC CX73 3/1c X 5.0 13,; 20.1/7.0 RBX79 3/16 X 5.0 .134 21.9/10. 3/IG X 5.0 .134 10.0/10. RFX80 1/4 X 5.0 .134 10.0/27. 1/4 X 5.0 .134 27.0/9.1 RBX81 .134 X 5.0 .134 9.0/9.0 RBX82 .134 X 5.0 .134 9.0/9.0 RBX83 1/4 X 5.0 .134 9.1/23. 1/4 X 5.0 .134 23.0/13. RBX84 3/16 X 5.0 .134 13.0/13. 3/16 X 5.0 .134 13.0/16. FLBCX85 3/16 X 5.0 .134 7.0/19. CIo6 V ni16 v -7 0 ICA o. nio. C VV/ V CI87 3/8 X 6.0 .164 9.0/9.0 CBX88 3/16 X 5.0 .134 9.0/19. 2 3'-1 Cr a a C0 (_D < )FB2104 0 In( )FB2084 o 1 CLI CU c n 8 1/2- u C -8 11/1G- 0 1'-6 11/1G- 3 3/8- Un: t it esry rrojKy: cc.. �o 01 ag: I ri one: 1J THIS DRAWING. INCLUDING THE INFORMATION HEREON, QUOTE r JOB - 1. A325 HIGH%STRENGTH.BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE de: 94SBC Buil ding Cod PR REMAINS THE OPERTY OF VARCO-PRUDEN BUILDINGS. h UNITED DOMI NIDN COMPANY. Fr ome El evo t I on NC97028214-000 IC9751014-01-OE-1 Live Ld(W/Tr Ib Red) 20.0 psf BUILDER DATE NOVEMBER 13, 1985, ALLOWABLE STRESS DESIGN -SPECIFICATION FOR Coll Ld (grovi,y): 3.0 IT IS PRDVIDED FOP. ERECTING THE BUILDING IN THE APPLICABLE PURCHASE ORDER STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS` SECTION 8.(d)(1) psf Col I Ld (upl if i) : 0.0 psf DESCRIBED AND SHALL NOT BE MODIFIED, REPRODUCED REV, DATE BY DESC. GC I General Con s t r uc t or s, Inc. 1 O/27/9 TURN -OF -NUT TIGHTENING". Wind Speed: 100.0 mph DR USED FOR ANY OTHR PURPOSE WITHOUT PRIOR E WRITTEN APPROVAL DF VARCD-PRUDEN BUILDINGS. o CUSTOMER 2. USE 1/2' DIA. A307 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO C Orlando Sanford Airport o TIME CLIP CONNECTIONS UNLESS NOTED OTHERVISE. SEE JOB DETAILS FOR BOLT LENGTHS. Wind Exp. Coy.: THE GENERAL CONTRACTOR OR METAL BLDG HFG ASSN 13:3 3. INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION Ground Snow: 0.0 psf Roof Snow: 0.0 OR ACC RATE. IS SOLELY RESPONSIBLE FOR ACCURATE. GDDD DUALITY WDRY.MANSHIP IN ERECTING THIS LOCATION Son ford, FL DRAW/CHECK 1S COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR pef Snow Ex Col.: 3 P BUILDING IN CONFORMANCE WITH THIS DRAWING. DETAILS REFERENCED IN THIS DRAVING, VARCO-PRUDEN y`yc, C< PROJECT Buil ding Use Col.: 1 ALL APPLICABLE VARCD-PRUDEN ERECTION DETAILS 2754-Orl onclo Sanford BUILDINGS el-v PAGE ff Au xiI for y Loads NONE AND ALL INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE COP.RECT USE A UNITED DOMINION COMPANY SCALE BUILDING OF TEMPORARY BRACING. NTS Air Cargo Buil ding - SSR f PRIMARY FRAMING SIZE CHART A325 BOLT CONNECTION CHART _ PART -NO FLG THK X WO WEB THK DEPTH APPROX.SHIP No Oty Diameter Length START/ENO LENGTH 1 8 3/4' 2' CX78 3/16 X 51.0 .134 20.1/7.0 PI,3 2 4 3/4' 1 3/4' RBX79 3/16 X, 5.0 .134 21,9/10.0 7.9. 3 6 3/4' 1 3/4' 3/16 X 5.0 ,.134 10,0/10.0 20.0 4 4 3/4" - 2' RBX80 1/4 X 5.0 .134 10.0/27.0 10.2 5 4 3/4' 2' 1/4 X 5.0 .134 27.0/9.1 10.0 6 4 3/4" 1 3/4' RBX81 .134 X 5.0 .134 9.0/9.0 10.0 7 6 3/4" 2' RBX82 .134 X 5.0 ,134 9.0/9.0 10.0 8 4 3/4' 2' RBX83 1/4 X 5.0 .134 9.1/23.0 9.9 9 6 3/4' 2' 1/4 X 5.0 .134 23.0/13.0 10.2 10 12 3/4' 1 3/4' RBX84 3/16 X 5.0 .134 13.0/13.0 20.0 3/16 X 5.0 134 13.0/16.1 9.5 FL10CX96 3/16 X 5.0 .134 7.0/19.0 20.1 C186 3/16 X 7.0 .164 8.0/8.0 22.4 CI87 3/8 X 6.0 ,164 9.0/9.0 22.7 CBX88 3/16 X 5.0 .134 9.0/19.5 10.6 0 I Cl1 cu m W ()FB2104 L0 I ')FB2084 _-- -- ALL BOLTS 1/2- A307 U.O.N. (LENGM AS SNOwN), USE 1/2- A-325 BOLTS AT _SFB- FLANGE E ACES. (1J•'. VGE n_AN _.E DFACES RC 'E. AT CND FRAMES FRAME CLEARANCES Frame CX78 = 19'-7 3/4' 1 1/4- C(NTIUUi?US °ECC++DARY LAP VARIES 1 1/4- Vertical Clearance Under at Varticcl CIeorance Under Frome FLIDCX96 = 20'-1 3/8' at Hor I zorl t <,I Cl aor in ce Ba t ween CX78 Q FL I OCX96 = 1 15' -4 1 / 16' o _� 1 1/2- LONG / Finished FI oar El evatlart = 100'-0' (Unl ess Otherwise Noted) I- 1 - - SEc NDAR•. ��\ T61 U.G.N. FLANGE BRACE PP.IMARY fi�AME Y�- 1 1/2" LONG TO ASSURE STRUCTURAL INTEGRITY, INSTALL FLANGE BRACES AND ALL CONNECTION BOLTS AT ALL LOCATIONS SHOWN ON THIS DRAWNG, TYPICAL FLANGE BRACE CONNECTION CONTINUOUS PURLIN LAP SHOWN. CONTINUOUS GIRT LAP, SIMPLE PURLIN AND GIRT CONDITIONS SIMILAR. A) � Y ��i (ice? -2 1/2- {� 60'-2 1/2. 1: 12 1 D , -0" 5 In 0 to o I: 12 10 5' -0 O O (U m LL 0i ID Li- O O 0 7/16" � `t W O 01 o 0 m o m m cu cu 0 cu o m m 0 o 1: 12 2 0 4' -2 3/ 16 cu m m �� L_ cu m CU N 0 t` O O 2 m 4'- 2 2 3-11 11/16" 0 cu - _ - _ CIL! CD GO 0 to cu Cu m O (U o MIL cu- CU __-_ _ - - RBX81 RBX82 __ -- LL cu v m MILL (11.. U cu m cu m Cxu l ® RRX8_3CL _.__-_ ---. RBX80 OO © R13X84 - I -- - m - R8X713 CD CBX88 �p O I ( I � I (2)FB2094 t I 1 I ( 0 I Ln (2)FB20BO' LD O n GO 0 C� 0 x X cj x 0) D D) LO 1 i I, 40'-0- I 40'-0" I 40'-0- I 120, -0" ® 8 1/2- n 1-pi 11/1r,- 1'-6 11/16' A 1 3 3/8- Om: fit esry Pro ;ku: 22348 BI dg: 1 PI one: 17 El eva t i on o f Fr ame L i h e 10 THIS DRAWING IS SEALED ONLY AS TO THE COMPONENTS FURNISHED BY VARCD-PRUDEN 0 I Oil cu r1 s1,I N Yliy CAN 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE NOVEMBER 13, 1985, ALLOWABLE STRESS DESIGN •SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS- SECTION 8.(d)(1) TURN -OF -NUT T]GHTENING'. ' 2. USE 1/2' DIA. A307 BOLTS FOR PURLIN TO FRAME.' GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. 3. INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR. Buil ding Code: 94SBC Live Ld(W/Tr ib Red) 20.0 psi Coll . Ld (grovi ty): 3.0 psf Coll. Ld <ipl fl): 0.0 psf Win p d. 100.0 mph d Speech Wind E.P. Col.: C Ground Snow: 0.0 P sf Roof Snow: 0.0 psf Snow E xp. Cot.: 3 Buil ding Use Col.: 1 THIS DRAWING. INCLUDING THE INFDRMATIDN HEREON, REMAINS THE PROPERTY OF VARCD-PRUDEN BUILDINGS. A UNITED DOMINION COMPANY. IT IS PROVIDED FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED. REPRODUCED OR USED FOR ANY OTHER PURPGSE WITHOUT PRIOR VRITTEN APPROVAL OF VARCD-PRUDEN BUILDINGS. THE GENERAL CDNTR=CLOP, AND/OR ERECTOR IS SOLELY P,ESPONSI BLE FOR ACCUP,ATE, GOOD DUALITY WORrMANSHIP IN ERECTING THIS IN IS DRAW IING. BETAIILSOREFERENCEDRMANCE HINHTHIS ORAW]NG. ALL APPLICABLE VARGO-PRUDEN ERECTION DETAILS Fr cline El eva t I Oh QUOTE • NC97028214-000 JOB r C9751014-01-0E-1 REV. DATE BY DESC. BUILDER GCI General Constrictors, Inc. ^ ^ ^ ,-I (m o [:] _ METAL BLDG MFG ASSN DATE 10/27/9 CUSTOMER Orlondo Son for d Airport TIME 13:4 LOCATION Son ford, FLBUILDING VARCD -PRUDE N BUILDINGS DRAW/CHECK rlp PROJECT 2754-Orl ando Sanford .PAGE 1 2 1 J Auxil Tory Loods NONE AND ALL INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. A UNITED DOMINION COMPANY SCALE NTS BUILDING Air Cargo Bu i I ding - SSR PRIMARY FRAMING SIZE CHART A325 BOLT CONNECTION CHART PART --NO FLG THK X WO WEB THK DEPTH APPROX.SHIP No Qty Diameter Length START/ENO LENGTH I 2t3 3/4' 2 1/4' CX1OO 3/8 X 6.0 .250 49.1/12.1 21.3 8 3/4' 2' RBX101 1/2 X 8.0 .188 41.9/22.0 10.8 3 16 3/4" 2' - 1/2 X 8.0 .188 22.0/22.0 10.0 4 8 3/4' 1 3/4` RBX38 1/4 X 6.0 .134 22.1/22.0 10.0 5 18 3/4` 2 1/4' 3/9 X 6.0 .IG4 22.1/32.1 25.0 6 12 3/4' 1 3/4' RBX46 3/8 X 5.0 .188 32.0/25.0 25.0 1/4 X 5.0 .134 24.8/25.0 10.0 RBX104 1/2 X 6.0 .164 25.1/24.9 10.0 5/8 X 6.0 .188 25.1/40.1 14.5 . CX41 3/8 X 6.0 .250 12.1/49.9 18.4 CBX22 3/16 X 5.0 .134 9.0/19.5 10.6 v (- )FB5110 0 1 Ln()FB4074 o I N Cu CU (- -)FB3044 Ln I FRAME CLEARANCES Verticol Claorance Under Frome at CX100 18'-P- Var T I -ell Cl r ar an co Under Fr oiT,a or CX4 1 Horizontal Clear once BIG Iwebn CXIDO s CX41 = 110'-5 1/8` Finished Floor Elevation - 100-0- (Unless Otherwlse Noted) GD'-2 1/2" 1:12 9'-11 7/16" o 1:12 O 2 0 4--2 3/16 1 d 0 o 0-)0 2 3-11 11/16" I 3� m o m m ^ CT) o m Lmi a 0 (U Cn DO d m ILL DO ^ , (u --__ - - m cu O LL (U M _ U 0 CU D- cu CU "---_ -`-- C, a_ m.. ---- - RBX38 0 CBX22 E RBXIpI t M 3 1'-8 I1/ib- 0 1`13 11/16- 3 3/8- On: fil e.sry Projky: 22348 BI do: 1 PI one: 18 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE NOVEMBER 19. 1985. ALLOWABLE STRESS DESIGN 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS' SECTION 9.(d)(1) 'TURN -OF -NUT TIGHTENING-. . 2. USE 1/2' DIA. A307 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. 3. INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR. OU 0 0 0 a 0 o (n 0 V O m 0 DO �t m L1 V Cad LL O DOm Cu O L.L ,. N N LL. m LI Lmi. Oj OU CU (U 0 RBX46 120'-0" El evo t i oh o f Frame L i h e 11 THIS DRAWING IS SEALED ONLY AS TO THE COMPONENTS FURNISHED BY VARCD-PRUDEN Building Code: 94SBC Live Lcl(W/Trib Red) 20.0 psf Coll. Ld (groviiy): 3.0 psf Col I . Ld (upl i fT ): 0.0 psf Wind Speed: 100.0 mph Wind Exp. CoT.: C Ground Snow: 0.0 psf Roof Snow: 0.0 psf Snow Exp. CoT.: 3 Building Use Col.: I Aux i l i or y Loocls NONE 60•_2 1/2. �- 10 0 v 0 0 m m m O CU m v U- CU -r� THIS GRAVING, INCLUDING THE INFDRMATI ON HEREON, REMAINS THE PROPERTY OF VARCO-PRUDEN BUILDINGS, A LINI TEC DOMINION COMPANY. IT IS PROVIDED FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED. REPRODUCED OR USED FOR ANY DTHER PURPDSE WITHOUT PRIOR WRITTEN APPROVAL OF VARCD-PRUDEN BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FDR ACCURATE. GOOD DUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS BRAVING. ALL APPLICABLE VARCD-PRUDEN ERECTI L, DETAILS AND ALL INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. ILL BOLTS 1/2- AM? B-Q.N. (LENC,H AE US-. 1/2' A325 BOLTS AT -.c6- FIAIHGE 6RACEs aHE SIDE FLANGE BRACES REO'D. AT END Ffl -IF I 1 1/4• CONTINUOUS SECONDARY LAP VARIES --II vaRiIS g vs,R�ES u 1 1/2' LONG % -1- IIIIG SECONDARY TIP. V.O.N. FLANGE URACE PRIMARY FRAME LONG s 10 ASSURE STRVCTURAL INTEGRITY. INSTALL FLAIHCE SPACES AND ALL CONNECTION BCLTS AT ALL LOCATIONS SHD1+N ON THIS DRAMNG. TYPICAL FLANGE BRACE CONNECTION CONTINUOUS PURLIN LAP SMO11V. Cr<ITINVWS GIRT LAP. SIMPLE PURLIN AND CIRT CCr DITIONS SIMILAR. m 4' -2 3/1 6" 0 O DO m � 0 � L,. ^ to m 0 d CU LL ^ CU m Lt (n (U - .. CU 0 a_ RE3X104 1 M m I LID 1 O (2)FB6000 I 0 1 (2)171340841.171 0 O 0i ' I (U CU n X r (2)FB3050 to I Frame Devotion BUILDER REV. DATE BY DESC. OCI General ConsTruciors, Inc. CUSTOMER Orlando Sanford Airport LOCATION San for d. FL PROJECT 2754-Orlondo Sanford SCALE BUILDING NTS Air Cargo Building - SSR A f ±tom s QUOTE JOB NC97028214-000 C9751014-01-OE-1 DATE 10/27/9 i o n U LJ TIME i METAL SLOG MFG ASSN I3: 4 I VARCO-PRUDEN DRAW/CHECK i BUILDINGS PAGE i A UNITED DOMINION CDMPANY �� T --- - - - ILL B�A.TS 1/2 A307 UO.N. (LENGTH AS SHo'..•+), USE 1/2- A325 BOLTS AT •SFB FLANC.E BRACES. CM+E 9DE FLANGE BRACES REG'O. AT END FRAMES PRIMARY FRAMING SIZE CHART A325 BOLT CONNECTION CHART FRAME CLEARANCES 1 1/4- CONTINUOUS 5`_CCkIDARY LAP VARIES 1 1/4- PART-NO FLG THK X ND NEB THK DEPTH APPROX. SH I P No O t LJ Diameter- Leng T h Vertical ClUnder Frame CX100 = 18'-2' I �ARes _ vAGes START/ENO ear once at --- -------I -=I LENGTH 1 26 3/4' 2 1/4 VerT Teal CI sorance Under Fram,� ar C'i;4t"3 � 18'-4 3/16' CY,10U ROX101 3/8 1/2 X X 6.0 8.0 .2`�D 188 48, 1/12. i 41.9/22.0 21,3 10.8 2 3 8 16 3/4' 3/4' 2 2" Horizontal Clearonee Between CX100 s CX48 = 110'-5 1/8` � �__ T1/2 La+c ��I 1/2 X 8.0 .188 22.0/22.0 10.0 4 8 3/4' 1 3/4" Finished Floor ElevoTIon = 100'-0' (Unless Otherwise Noted) - r L(x+c RBX38 1 /4 X 6.0 134 22. 1 J22. 0 10.0 5 18 3/4' 2 1/4' SECCY+DARY TIP. u. O.N 3/8 X 6.0 IG4 22. 1/32. 1 25.0 6 12 3/4" 1 3/4' FLANGE BRACE) PRIHARY FRAME ` - RBX46 3/8 X 5.0 ,188 32.0/25.0 25.0 - 1 1/2- LONG 1/4 X 5.0 .134 2 4. 8 /2 5. 0 10.0 10 ASSURE STRUCTURAL INTEGRITY. INSTALL FLANGE BRACES AND ALL COnNECTiQN BOLTS RBX104 1/2 X 6.0 . 164 25. 1/24.9 10.0 AT ALL LOCATIONS SHOVM ON THIS DR -NC. TYPICAL FLANGE BRACE CONNECTION 5/8 X 6.0 .188 25. 1 /40. 1 14.5 CONTINUOUS PURUN LAP ',40M4. CCNTIN1J(YJS GIRT CX48 3/8 X 6.0 .250 12.1/49.9 18.4 TAP. SMPLE PURLIN AND CART CONDITIONS SIMILAR. CBX22 3/16 X 5.0 .134 9.0/19.5 10.6 0 I t1J CU 't(I)FB5110 0 I 1101F84074 a1Cu (-I-)F83044 g' -11 7/16- 1: 12 2 ca 4° -2 3, 2 m 3• 11 11/16` 1 m 0 Cu cn Ln cU Cr)0 u- 0 CO- Cu CO- n C1 CJCU 0.. [! I 8 1/2- 1'-8 ll/16- 3'-5 1/4- 1'-6 11/16- © 3 3/8- On: f it esry Projky.- 22348 BI dg: 1 PI one: 19 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE NOVEMBER 13, 1985, ALLOWABLE STRESS DESIGN 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS SECTION 8. (d)(1) Bu i I ding Code: 94SBC Live Ld(W/Tr i6 Red) 20.0 psf Col I Ld <grovi 1y): 3.0 psf THIS BRAYING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VARCD-PRUDEN BUILDINGS, A UNITED ODMINION CDMPANY. IT IS PROVIDED FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER I� r ame j- El ev a t I Oh QUOTE �' NC97028214-000 JOB d C9751014-01-DE-1 BUILDER DATE TURN -OF -NUT TIGHTENING'. 2. USE 1/2- DIA. A307 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS Col I . Ld (upl i f T) : 0.0 psf Win d Speed: IOO.O mph Wind Exp. Car.: C AND SHALL NOT BE MODIFIED. REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VARCO-PP.UDEN BUILDINGS. REV. DATE BY OESC. GC I General Con s t r uc T or s, Inc. �-� ^ o ILM Jv I 10/27/9 CUSTOMER Orlando Sonford Airport TIME 3. INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR, Ground Snow: 0.0 si P Roof Snow: 0.0 psf Snow E.P. Cat.: 3 THE GENERAL CONTRACTOR ANDERECTOR ACC IS SOLELY RESPONSIBLE FOR ACCURATE. GOOD DUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING. DETAILS REFERENCED IN THIS DRAWING. METAL BLDG MFG ASSN I3:4 LOCATION Sanford, FL VARCO-PRUDEN DRAW/CHECK 1111 PROJECT Buil ding Use Col.- I Auxll iory Loods NONE ALL APPLICABLE VARCD-PRUDEN ERECTION DETAILS AND ALL INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. 2754-Orondo Sanford H BUILDINGS A UNITED DOMINION COMP ' I SCALE NTS BUILDING Air Cargo Bu i I ding - SSR PAGE I PRIMARY FRAMING SIZE CHART A325 BOLT CONNECTION CHART PART -NO FL.G THK X WO WEB THK DEPTH APPROX.SHIP No Oty Olameter Length START/END LENBTH 1 26 3/4' 2 1/4' CX43 3/8 X 6.0 .250 48.1/12.1 21.3 2 8 3/4" 2' RBX51 1/2 X 8.0 .188 41.9/22.0 10.8 3 16 3/4' 2' 1/2 X 8.0 .188 22.0/22.0 10.0 4 8 3/4' 1 3/4' RBX52 1/4 X 6.0 .134 22.1/22.0 10.0 5 18 3/4' 2 1/4' 3/8 X 6.0 .164 22.1/32.1 25.0 6 12 3/4' 1 3/4' RBX53 3/8 X 5.0 .188 32.0/25.0 25.0 1/4 X 5.0 .134 24.8/25.0 10.0 RBX54 1/2 X 6.0 .IG4 25.1/24.9 10.0 5/8 X 6.0 .188 25.1/40.1 14.5 CX55 3/8 X 6.0 .250 12.1/49.9 18.4 CBX22 3/16 X 5.0 .134 9.0/19.5 10.6 'tJ-)FB5110 O ')FB4074 7/16" 1:12 2 3°-11 11/16` 0 0� O (U DO OIL (T1 m m^ cu UCL U CO v d CBX22 FRAME CLEARANCES VerTiCal Clearance Under Frame at CX43 = 18'-2' VerTiCal Cl eoranco Under Frame, of CX55 1�33'-4 3/16` Horizontal Clearance Between CX43 c CX55 = 110'-5 1/8- FInlShed Floor Elevation = 100'-0' (Unless Otherwise Noted) V_;E 1/2 A325 BOLTS AT 'SFB_ i-LANGE FRACES. ONE -JDE FLANGE BRACES REQ'D. AT END FRA.ES. 1 1/4- CONPNUOV$ SEC014DARY LAP VARIE$ 1 1/4 ARIES V=F=ES __.�. 1 1/2- Laic T__ / I- LNG SECC++DARY-- / ^"T". u-N. FLANGE BRACE (/ PRIMARY FRANC 1 1/2' LONG 10 A5SURE STRUCTURAL INTEGRITY. INSTALL FLANGE BRACES AND ALL CONNECTION BOLTS AT ALL LOCATIONS SHONN ON 11-1IS DRAMWC. TYPICAL FLANGE BRACE CONNECTION CONTINUOVS PURLIN LAP SHOW _ CCYJTINVOJS GIRT LAP. SIMPLE PURLN AND GIRT CONDITIONS " -ILAR. 6p' -2 1/2- t 60' -2 1/2- 1:12 10 m 5' -0_ cuo 0 •t 0 o m O 1 0 i s 12 5' -p' O d o O m ImL d U- 0 DO O 2 4' -2 3/ 16 O m In U- r, a ^ cu r, cu LL. cu v m O m m 2° d m m LL m cuvIn - cum m m t 4' 3/ 16 I I 2 O (T I m IL Ctl _- -^ ___ _� -- _ m O In d DO ^ -- -_ 1 -- co m m O cu r (U __ cu^ m LL 0- RBX52 RB X 5 3 Nt U In I [441 e I/2- 0 1'-8 11/16' 0 1'-6 11/16' D 3 3/8- ')FB3044 F9 On: f i I esr v Pr ojky: 22348 BI dg: 1 Plane: 20 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE NOVEMBER 13, 1985, ALLOWABLE $TRESS DESIGN "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS- SECTION 8.(d)(1) 'TURN -OF -NUT TIGHTENING'. 2. USE 1/2' DIA. A307 BOLTS FOR PURLIN TO FRAME; GIRT.TO FRAME. AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. 3. INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION IS COMPLETE. IS THE RESPONSIBILITY OF THE ERECTOR. RgX51 120'-0- Devotion of Frame Line 13 THIS DRAWING IS SEALED ONLY AS TD THE COMPONENTS FURNISHED BY VARCD-PRUDEN Building Code: 94SBC Li.e Ld(W/Tri6 Red) 20.0 psf Coll. Ld (groviry): 3.0 Psf Col I. Ld (upl i f r ): 0. 0 Psf Wind Speed: 100.0 mph Wind Exp. Col.: C Ground Snow: 0.0 Psf Roof Snow: 0.0 Psf Snow Exp. Col.: 3 Building Use Col.: 1 Aux i l i or ly Loods NONE I \ O RBX54 m 4 co I (2)FB6000 I i O FB4084 u-) o CU I CiJ CU X Ln ,2)FB3050 D-) i\ m rX� THIS DRAWING. INCLUDING THE INFDRMATION HEREDN. REMAINS THE PROPERTY OF YARCO-PRUDEN BUILDINGS. A UNITED D DOMINION COMPANY. IT IS PRDVlDE0 FOR ERECTING THE BUILDING Fr o m e El eva T I o h QUOTE ■ NC97028214-000 JOB w C9751014-01-OE--1 REV. DATE BY DEBC. BUILDER GCI General Cons rrvCTors. Inc. DATE 10/27/9 DESCRIBED 1N THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED. REPRODUCED DR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR CUSTOMER WRITTEN APPROVAL OF VARCD-PRUDEN BUILDINGS. p, TIME 13: 4 THE GENERAL CONTRACTOR AND/OR ERECT DR IS SDLELY RESPONSIBLE FOR ACCURATE. GOOD Orl undo Sanford Airport c �J L� METAL BLDG MFG ASSN LOCATION DUALITY WORKMANSHIP IN ERECTING THIS Son ford. FL V A R C 0 -PRUDE N BU I LD I NOS A UNITED DOMINION COMPANY DRAW/CHECK BUILDING IN CONFORMANCE WITH THIS DRAWING. DETAILS REFERENCED IN THIS DRAWING. ALL APPLICABLE VARCD-PRUDEN ERECTION DETAILS AND ALL INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. PROJECT 2754-Orl undo Sanford SCALE NTS BUILDING Air Cargo Bu i l ding - SSR PAGE II.- - -- ---- --,-� ALL Ga TS I/Z' ANO7 U.O.N (LEILIGTH AS S+Ow ). USE 1/2' A325 BO'-TS AT "SFE' FLANGE BRA+_ES. O,4E SIDE FLANGE BRACES REO'D. AT END FRAMES, PRIMARY FRAMING SIZE CHART A325 BOLT CONNECTION CHART FRAME CLEARANCES PART-NO FLG THK X 11D WEB THK DEPTH APPROX. SH I P No 0 t LJ. Diameter Length ,IE+' CONTINVOUS SccQ`NOARY LAP VARIES VARIES ¢ VARIES T,/.- START/END LENGTH ' G6 3/4' Vertical Clearance Under Frame at CX43 = 18'-2' CX43 3/3 X 6.0 .250 48.1/12.1 21.3 2 8 3/4' 2' Vertical Cleoronce Under Frame at CX41 = 18'-4 3/16` RBX51 1/2 X 8.0 41.9/22.0 Horizontal Cl eor on ce Between CX43 s CX41 = 1 10' -5 1 /8' -�- , ,/2- LONG .188 10.8 3 16 3/4' 2' � 1/2 X 8.0 .188 22.0/22.0 10.0 4 8 3/4' 1 3/4- Finished Floor Elevation = 100'-0' (Unless Otherwise Noted) ,- � V X / X 6.0 .134 22. 1 /22.0 10.0 5 18 3/4' 2 1 /4' SECCr+DARY- `,- LONG TIP. U.O.N.FLANGE 3/8 X 6.0 .164 22.1/32.1 25.0 6 12 3/4' 1 3/4" BRACE RBX53 3/8 X 5.0 .188 32.0/25.0 25.0 PRIMARY FRAME % "-- T 1/2- LONG 1/4 X 5.0 134 24.8/25.0 10.0 TO A55URE 5TRUCTURAL INTEGRITY. IN5TALL . GLANCE BRACES AND ALL CONNECTION BOLTS RBX61 1/2 X 6.0 .164 25.1/24.9 10.0 AT ALL LOCATIONS S1OWIA ON THIS DRAWING, 5/8 X 6.0 .188 25.1/40.1 14.5 TYPICAL FLANGE BRACE CONNECTION CONTINUOVS PURLIN LAP SHO*N. CONTINVOUS GIRT CX41 3/8 X 6.0 .250 12.1/49.9 18.4 LAP. SIMPLE PURLIN AND CRT CONDITIONS SIMILAR. CBX22 3/16 X 5.0 .134 9.0/19.5 10.6 g°-11 7/16" 1.12 2 0 3-11 11/16" I [] m O Oj DO 0 Li- m m m rw cu U cu U 0 Co CBX22 0 I M( )FB4074 o I (U CU OJ (--)FB3044 0 8 1/2- 1'-8 11/16" 1'-G 11/16- M 3 3/8- K 2 4'-2 O � o LTI p � m m O rt m m LL LL ^ CU m cu LL . CU CJ a- N v [ On: f II eFry ProJky: 22348 BI dg: 1 PI one: 21 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE NOVEMBER 13. 1985, ALLOWABLE STRESS DESIGN 'SPECIFICATION FOR STRUCTURAL.JOINTS USING ASTM A325 OR A490 BOLTS' SECTION. 8.(d)(1) 'TURN -OF -NUT TIGHTENING'. 2. USE 1/2' DIA. A307 BOLTS FOR PURLIN TO FRAME. GIRT TO FRAME. AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. 3. INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION IS COMPLETE. IS THE RESPONSIBILITY OF THE ERECTOR. RgX51 0 GO• -2 1 /2- 1.12 10 5•-0" m o_ o m O On m LL m ^ LL CU cu v r PBX52 0 0 � v � cu O O o It -It m m DO LL LL �. co W cu v v 120'-0" 0 m o 0 a_1 t m o LL m Oj cu El eva t i oh o f Frame Line 14 THIS DRAWING IS SEALED ONLY AS TO THE COMPONENTS FURNISHED BY VARCD-PRUDEN RBX53 Building Code: 94SBC Live Ld(W/Trib Red) 20.0 psi Coll. Ld (groviTy): 3.0 Psf Col I . Ld (up[ i f T ): 0.0 Psf Wind Speed: '00.0 mph Wind E.P. Coi.: C Ground Snow: 0.0 Psf Roof Snow: 0.0 Psf Snow Exp. COT.: 3 Building Use COT.: I Auxiliary Loods NONE 60'-2 I/2- 10 5'_p. 1:12 0 d 0 m 03 LL 0 m 0 % 2 ° U_ mU o- o U1 O m LL m 0 -_" - - - cu CU m �. CU cu 0 THIS DRAWING. INCLUDING THE INFORMATION HEREON. REMAINS THE PROPERTY OF VARCD-PRUDEN BUILDINGS. A UNITED DOMINION COMPANY. IT IS PRDVIDED FDR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED. REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR. WRITTEN APPROVAL OF VARCD-PRUDEN BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE. GOOD DUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING. DETAILS REFERENCED IN THIS DRAWING. ALL APPLICABLE VARCD-PRUDEN ERECTION DETAILS AND ALL INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. O R8X61 m 4 co I 0 (2)FB0000 0 (2)FB4084'LO o CU I CU OJ Fr ome El eva T i or) BUILDER REV. DATE BY DESC. GC I General Con s t r oc T or s . Inc. CUSTOMER Orl'ondo Sanford Airport LOCATION Son ford. FL PROJECT 2754-Orl ondo Sonford SCALE BUILDING NTS Air Cargo Building - SSR (2)FB3050 I � to I I (\ QUOTE N JOB NC97028214-000 L_9751014-01-OE-i DATE LMJ 10/27/9 TIME METAL BLDG MFG ASSN 1 3: 4 VARCD-PRUDEN DRAW/CHECK fJ BUILDINGS PAGE A UNITED DOMINION CDMPANY '.q ALL DOHS 1/T 4307 VON. (LEN6T. AS >110-I), VSr, 1/2 A325 DOLTS AT 'YB_ FLANGE GRACES. ONE 51DE RANGE DRACES REQ'D. AT CND FRAMES PRIMARY FRAMING SIZE CHART A325 BOLT CONNECTION CHART PART -NO FLG THK X WO WEB THK DEPTH APPROX.SHIP No Otw Diameter Length START/END LENGTH 1 26 3/4' 2 1/4" CX43 3/8 X 6.0 .250 48.1/12.1 21.3 2 8 3/4' 2" RBX101 1/2 X 8.0 .188 41.9/22.0 10.8 3 16 3/4` 2' 1/2 X 8.0 ,188 22.0/22.0 10.0 4 8 3/4' 1 3/4' RBX38 1/4 X 6.0 ,134 22.1/22.0 10.0 5 18 3/4" 2 1/4" 3/8 X 6.0 .164 22.1/32.1 25.0 6 12 3/4' 1 3/4' RBX46 3/8 X 5.0 ,188 32.0/25.0 25.0 1/4 X 5.0 .134 24.8/25.0 10.0 • ROX40 1/2 X 6.0 ,164 25.1/24.9 10.0 5/8 X 6.0 .188 25.1/40.1 14.5 CX48 3/8 X 6.0 .250 12.1/49.9 18.4 CBX134 3/16 X 5.0 .134 9.0/19.5 10.6 �(>FB5110 0 I O OJ CU Cu 0 8 1/2- ® 1' 8 11/16' 0 3'-5 1/4" 1'-6 11/16" 3 3/8- ')FB4074 �)FB3044 1;12 2 3•-11 11/16[� Ql O Cu m O LL m m^ CU 0CU 0 CD . 0- CBX134 V FRAME CLEARANCES Vertical Clearance Under Frame at CX43 = 18'-2- VortIcal Cleorance Under Frame at CX48 = 18'-4 3/16' Horizontal Clearance Between CX43 c CX48 = 110` 5 1/8' Finished Floor Elevation = 100'-0' (Unless Otherwise Noted) 4' -2 2 coO 00 Ln m O m LL O m (T) In � ^ CU 00 CU 1L ^ ^ CIE! 0 0- Cu RBX�O1 0 E0• -2 1 /2" 1;12 10 5•-0 i m o_ 0 m O m m IL CU N _--_ RBX38 _- --- o 0 Cu O O <t Cr) O O OJ O m m m LL V O LLCll OLI v v lL ^ Cu m LL Cu v v CU v 0 m <t X U M 120'-0" On: f it esry Projky: 22348 BI dg: 1 Plane: 22 1. A325 HIGH -STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE NOVEMBER 13, 1985, ALLOWABLE STRESS DESIGN -SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325.OR A490 BOLTS- SECTION 8.(d)(1) 'TURN -OF -NUT T.IGHTENING', 2. USE 1/2- DIA. A907 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. 3. INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION IS COMPLETE. IS THE RESPONSIBILITY OF THE ERECTOR. W. EI evo t i oh o f Fr orne L. t h e 15 THIS DRAWING IS SEALED ONLY AS TO THE COMPONENTS FURNISHED BY VARCO-PRUDEN RBX46 I:12 10 5'-0' O d 0 0 m m m o ^ (n (U LL Cu THIS GRAVING. INCLUDING THE INFORMATION HEREON, Buil ding Code: 94SBC REMAINS THE PROPERTY OF VARCD-PRUDEN BUILDINGS, Live Ld(W/Tr i6 Red) 20.0 psf ON I UNITEDT IS PROVVIDEDIDEDDOMINFO COMPANY. R ERECTING THE BUILDING Coll Ld (grovity): 3.0 psf DESCRIBED IN THE APPLICABLE PURCHASE ORDER Col I Ld Cupl if T ): O.0 psf AND SHALL NOT BE MDDIFIED, REPRDDUCED DR USED FOR ANY OTHER. PURPOSE WITHOUT PRIOR Wind Speed: 100.0 mpl-I WRITTEN APPROVAL OF VARCD-PRUDEN BUILDINGS. Wind Ex . Cot.: P C THE GENERAL CONTRACTOR, AND/DR ERECTOR Ground Snow: 0.0 psf IS SOLELY RESPONSIBLE FOR ACCURATE. BODO Roof Snow: 0.0 psf DUALITY VDRKMANSHIP IN ERECTING THIS Snow E.P. Cot.: 3 BUILDING IN CDNFORMANCE WITH THIS GRAVING. DETAILS REFERENCED IN THIS DRAWING, Boil ding Use Cat.: I ALL APPLICABLE VARCD-PRUDEN ERECTIDN DETAILS I Loads Auxi for y NONE AND ALL INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. O (T) O 3 (n o m m U_ CD r. LL (U ^ v N r■ RBX40 1 1/4-� CONTINUOUS SECONDARY LAP VARIES ' 1 1/4 VARIES ¢` VARIES c 1 1/2" LONG 4= r \/,/ `- 1- La+c SECONDARY Tn'• U.O.N. FLANGE BRACE PRIMARY FRAME f 1 1/2- LONG TO ASSURE STRUCTURAL INTEGRITY. a+STALL FLANGE 6PACES AND ALL CONNECTION 60L1S AT ALL LOCATIONS SHOO" ON THIS DRAWING. TYPICAL FLANGE BRACE CONNECTION CONTINUOUS PURLIN LAP SHO.•N. CONTINUOUS GIRT LAP, 4MPLE PURLIN AND GIRT C011DI1IONS SIOLAR. 2 ° 4'-2 3/16" d In 0 d' m [n �. Cu (U U a_ Fr erne El evo t i on BUILDER REV. DATE BY DESC. GCI General ConsTrucTors, Inc. CUSTOMER Orlando Sanford Airport LOCATION Sanford, FL PROJECT 2754-Orlondo Sanford SCALE BUILDING NTS Air Cargo Building - SSR m C.0 i (2)FB6000 0 •-� i (2)FB4084 ' a o al OJ OJ X Cp (2)FB3050 ! o I v r (' J QUOTE Joe r NC97028214-000 C9751014-01-OE-1 DATE 10/27/9 o - TIME METAL BLOC MFG ASSN 13:5 VARCD-PRUDEN BUILDINGS A UNITED DOMINION COMPANY DRAW/CHECK 012 PAGE r� PRIMARY FRAMING SIZE CHART PART -NO FLG THK X WO WEB THK DEPTH APPROX.SHIP START/END LENGTH FLIGCX135 3/8 X 6.0 .250 48.1/12.1 21.3 FLIGRBX13G 1/2 X 8.0 .188 41.9/22.0 10.8 1/2 X 8.0 .188 22.0/22.0 10.0 RBX38 1/4 X 6,0 .134 22.1/22.0 10.0 3/8 X 6.0 .164 22.1/32.1 25.0 RBX39 3/8 X 5.0 ,188 32.0/25.0 25.0 1/4 X 5.0 .134 24.8/25.0 10.0 RBX75 1/2 X 6.0 .164 25.1/24.9 10,0 5/8 X 6.0 .188 25.1/40.1 14.5 FLIGCX140 3/8 X 6.0 .250 12,1/49.9 18.4 CBX134 3/16 X 5.0 ,134 9.0/19.5 10.6 m LID I < )FB5110 WK U-1) FB4074 0 of ')FB3044 9•-11 7/16- 1:12 2 m 3• -I l 11/16' IID ' d Ol O N DID O LL m mcu N U N U CL C7 v CBX134 A325 BOLT CONNECTION CHART FRAME CLEARANCES No QTy Diameter Length Vertical Clearance Under Frame at FLIGCX135 = 18'-2' 1 28 3/4' 2 1/4• Vertical Clearance Under Frame at FLlGCX140 = 18'-4 3/16' 2 8 3/4' 2' Horizontal Clearance Between FLIGCX135 s FLIGCX140 = 110'-5 1/8' 3 16 3/4- 2' 4 8 3/4' 1 3/4' Flnlshed Floor Elevation = 100'-0' (Unless Otherwise Noted) 5 18 3/4' 2 1/4' 6 12 3/4' 1 3/4' N 60'-2 1/2- 1:12 10 �r m 0 0 m 2° q•-2 3/16 1 d 0 0 0 m Do LL 1 3 O m 0 m m .-. N 1 LO 0 LL DO N -- m m LL-- m N- LL r, -- U a N �- RBX38 I 0 O FL16RBX136 � I Lo r� 11 8 1/2- [4] 1'-8 11/lE- 0 3'-5 1/4- 1'-6 11/16- 0 3 3/8- On: f it esry Projky: 22348 Bldg: 1 Plane: 23 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE NOVEMBER 13, 1985, ALLOWABLE STRESS DESIGN SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS- SECTION 8.(d)(1) 'TURN -OF -NUT TIGHTENING'. 2. USE 1/2' DIA. A907 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME,.AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. 3. INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR. U ICU o 0 0 o o 0 mo N 10 5•_0. 1:12 ,It n m LL m LL m 0 -t 0 0 O ICUv N .V. m _ N . N U- O m -- - - - --- _- " Cu DO LL -- CU O 120'-0' El evo t i or, o f Fr ome L i n e 16 THIS DRAWING IS SEALED ONLY AS TO THE COMPONENTS FURNISHED BY VARCD-PRUDEN RBX39 Building Code: 94SBC Live Ld(W/Tri6 Red) 20.0 psf Coll. Ld (graviTy): 3.0 psf Col I . Ld (upl ifT): 0.0 psf Wind Speed: 100.0 mph Wind E.P. Col.: C Ground Snow: 0.0 psf Roof Snow: 0.0 psf Snow Exp. Cot.: 3 Building Use Col.- 1 Auxiliory Loads NONE THIS DRAWING. INCLUDING THE INFORMATION HEREON. REMAINS THE PROPERTY OF VARCD-PRUDEN BUILDINGS, A UNITED DOMINION COMPANY. IT IS PROVIDED FOR ERECTING THE BUILDING DESCRIBED N THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED. REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VARCD-PRUDEN BUILDINGS. THE GENERAL CONTRACTOR AND/DR ERECTOR IS SOLELY RESPDINSBLE FOR ACCURATE. GOOD DUALITY WDRY.MANSHP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING. DETAILS REFERENCED IN THIS CRAVING. ALL APPLICABLE VAP,CO-PRUDEN ERECTION DETAILS AND ALL INDUSTRY STANDARDS PERTAINING TD PROPER ERECTION. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. 0 m � O cn O m m LL DC) LL N � v Cu RBX75 ALL DOLTS 1/2- A307 O.O.N. (LENGTH AS SHOD.++), U--Z 1/2- A325 BOLTS AT -SFB' {LANCE BRACES. ONE SIDE FLANGE BRACES REQ D. AT END FRAMES. 1 1/4- CONTINUOUS SECCk+DART LAP VARIES 1 VARIES �` VARIES c 1 1 1/2- LONG SECONDARY TIP. U.O.N. FLANCE BRACE PRIMARY FRAME 1 1/2- LC++C TO ASSVRE STRUCTURAL INTEGRITY. INSTALL FLANGE BRACES AND ALL CONNECTION BOLTS AT ALL LOCATIONS SHOWN ON THIS DRAw1NG. TYPICAL FLANGE BRACE CONNECTION CONTINUOUS PURLIN LAP SHOWN. CO+TINUCVIS CIRT LAP. SIMPLE PURLIN AND CIRT CONDITIONS SMILAR. 2 ° 4'-2 3/16- Ln O DID LL 0i N 0 v � m LD I I � (2)FB6000 I ( 0 I FB4084 0 I N (2)FB3050 1'..iii=_: ouorE JOB Fr o m e El e v o t ion NC97028214-000 C9751014-01-OE-1 BUILDER DATE REV. DATE BY DEsc. GCI General ConsTrucTors, Inc. 10/27/9 CUSTOMER o Orlando Sanford Airport TIME LOCATION METAL BLDG MFG ASSN 13:5 Son ford, FL PROJECT VARCD-PRUDEN DRAW/CHECK 2754-Orl undo Sanford BUILDINGS PAGE SCALE BUILDING A UNITED DOMINION COMPANY NTS Air Cargo Building - SSR 4----------- SECONDARY ------------ MANt, LLIK.IH THP DEPTH 72P387 29'-1 1/2- .082 8.5 7ZP578 29'-1 1/4- .082 8.5 F.'W 164 r' -1 1 1 : 2' . 011-42 0.5 EZW166 24'-11 1/2' .105 8.5 EZW167 '4*-Il 1/2- .092 8.5 EZW173 24'-11 1/2- .120 8.5 EZW175 24'-11 1/2' .073 8.5 EZWG15 25'-11 1/2- .073 8.5 EZW617 24'-11 1/2- .065 8.5 ZP195 29'-1' .082 8.5 ZP19G 28'-2 1/2' .065 8.5 ZP197 29'-2 1/2- .065 9.5 ZP227 28'-7' .092 8.5 ZP228 29'-2 1/2" .082 0.5 ZP229 28'-2 1/2- .059 0.5 ZP230 30'-2 1/2' .065 8.5 7_P232 28'-2 1/2' .073 8.5 ZP377 29'-2 1/2- .059 8.5 ZPG46 29'-7- OB2 8.5 ZP664 30'-2 1/2- .059 0.5 o- o- o- o- c�- ❑ 4' -0- ❑ 3'-7 1/4' 0 2'-7 1/4- 3'-1 1/4- F71 1'-7 1/4- © 2'-1 1/4- (TYP. LAP) JCP052050 ® PSM03104 PSM04010 © 2'-4- © 1' -0- U1 10 ll 12 13 14 15 17 EZW61S r� L P b a b --- - - � - � EZWG17 �� _- _ _ 2 9 - - - - - --- - SA4015 F J --- 3 - .f i., - - �W617 - - -- - 5 - ----- ---- P 7 7 SA4015 - ���--�,� ,'b 4 `J - EZW617 =- - - ---- - SA4015 -bb'4 J EZW617 - ---- - - _ �5 : r SA401 _- t`4 -----��� ] 7 EZW617 r ..-- -- - ---- - - - rJ 377 SA401 is r ��' ' EZW617 - ---- -- - --- - -- --- -- 77 SA40 -1-J_SA4015 , ,•J EZW617 (21 )TAI 1 r - - - - - J ------- - - ----- _ , 377 �"e - -� EZW617 e n -„ ---- �377 �,-��- %Y ,,A4015 "1 F`'� T-i_ J EZW617 �EZW617 _ L�' � - 7 � % SA4015 �"� _ J - n A 377377 ' e. SA4015 - 3--_.-._. _. ___._�-.-�. , W617 5 It, SA,4015 �'� -.� __- -..-_ EZWG17 e `377 ' SA4015 �•� , : _ -__ ___-__.___ EZW617 EZWG17 f 5 n 377 �' �,�,� SA4015 �. 1�29 SA4015 - 'E - - - ______ _ s- _ __ _- - ___. -_ 1 b- . _ W615 n P646 SA4015 _ _ - _ ___-- l i ZP 2r7 - - -- - <, [ 35 % -- -- _ -_ ,g �rt3 �� r -- - - o I1 96 t:i - ---- g_g9 22 r�� - - -- --- --- - - -- �1 197 P1J7 9 _ _ 7_U�30 T5- -- --- ---- - ZP197 _ 9 I �3� _. z 96 .. -- -- -- -- Zp19T !� 97 -" �7i� _ 96 Pn P 321-9 Z. I97 9 _ L - . -- I P2 2 �77 - - - LPi?7 ! t97. --_ 9b 32 L I�7 �' 97 L '232 g = L 32 i L 197 Ti3 97 7g I P2 1'T91 _'' l yb IZ 1 7 13 7 9'b 957 Z'1�- 7 [I 32 ' 7_' 197 9I _.� � L 96 Zfi197 ---�--'..i' yT L - - _ LP�1� Lfi Z�37 --- -- - --- --I ZP196------------ (8���• 3' 97 - � - -- P19b _ :-a-_ - - -- ZP223--�. __-_Z-ZP�2�-_-: __-•��il£,�227 295 --- 1�5 - - - -- - - --- --- -- ----- 8 196 --- - --- Z 197- _ -- --- - - - -- - Z 197 ---- -- - - -- - - - - ---- Z 197 -- --- - --- -- - -Z � - -- Z T37 - - - Z - 5 -- -- ZP197 �7��- ZP197 Z 9T _ - - - --_ _ - -- - - - _ 137_-_-_ -- - - _ZP197--­ �> -Z 9b - - uli-- - - P 97 - c 157. ---- Z 3 _ _ _ - -- - - -- Z 3� LP�S-. _ _ - _ 8-ab---- -� -IS - - -, yT--_-- - z 97---•_----�-�- ---- -- - - - --- -- Z3 9- - --_-- _ - _-----�-=�-=-I'1 s� ZP P - 8 f` P797 9 ? �7 �' -97 � 197 �T I97 9 � 1 37- P 9T 9 5 ZP 195 - I ---_ -_- --_ 7i -I- -- 77 --- --- -___ -- I7-- Z 13b I- --- - 17 P232 - ---- - �L9� I- I - � - P3T� _---_ _----� P232 _ - -- - I P232 - Z � - --- - ZPISb 7_ 3Z7 ;� 71 P�� 22s_ - _ I7 L1SI9T6 ;. �29 - 77 c>3236 -Z 29- 17 --��-_ _� 7 P22� - - � � -3� -I_ - - �77 - P223 P229- - -PP=� - - ---------- 195 --_ -__ ---- ZP195 229 1 P229 ZP229 ZP229 ZP229 ZP377 ZP377 ZP377 ZP377 ZP229 2P229 ZP229 ZP229 - 7 ZP229 -- - - ®Z 195 ---- T P197 7 T P197 % I P197 T P197 P197 I T P197 7 F197197 ZP195 196 ZP197 P197 7197 T P197 P196 P195 - -- ZP227 r�228 P229 ZP230 ZP19G ZP232 ZP19G ZP232 ZP232 ZP196 X ZP232 ZP196 ZP230 ZP229 I ZP228 = 227 ZP195 9,196 P197 LP197 ZP197 ZP197 ZP197 ZP197 IZP197 ZP197 ZP197 ZP197 ZP197 ZP197 �7 ZP796 ® 195 ZP195 TI96 I P197 ZP197 ZP197 ZP197 - ZP197 7_P197 -- ZP197 ZP197 T P197 ZP196 ZP197 7 P197 -- ZP232 ZP197 P197 ZP19G - --- - Z 197 �' ZP197 g / P197 _ ZP230 ZP197 7 c l97 I ZP229 / ZP196 195 - - �cJ _P195 - _ ZP195 ZP227 �'196 ,.�'228 rn 196 L�J ZP197 P229 I P197 9 P197 ZP230 ZP197 Ja 197 ZP196 ZP197 7 7 P197 ZP232 ZP197 T P197 7 1 P197 ZP232 7 T P197 ZP23?_ 7 P196 -- ZP196 ZP197 ZP195 I ZP197 ZP197 ZP197 ZP197--- --- ZP197 - ---- - ZP157 - -- _ - j - ZP i 9b _. 8 - - - - - __ -_ 195 -_____ _ _ -_ --- ZP195 196 ZP197 9 -- - P197 ZP230 -- ----- -- I --- cy 197 P197 ZP232 7 P197 ZP196 I T P197 ZP232 7 P137 T P137 7 P197 7 P197 9 !I P197 / Je�'197 T P196 g P195 ZP227 - - - - ['228 T - - - - -- P229 ZP196 - - ZP232 ZP196 ZP232 ZP196 ZP230 - ___ --=ZP229- -- - 73 ZP28- -- _--- 3 2�07 - - -- - ZP795 196 P197 ZP197 I ZP197 ZP197 5 ZP197 ( ZP197 ZP197 ZP197 197 ZP197 ZP197 ZP197 [5 ZP197 - -I ZP197 [J ZP197 I ZP197 -- I ZP197 - - 5 L ZP197 -- --- ZP197 5 -ZP196 --- - - 195 - ------ ZP196 - - P195 - - ZP19 - ----- - --- --- -5 ZP196 -- - --- �5 ZP197 5 ZP197 5 _ ZP197 5 ZP197 ZP197 c7i,tc7 - - --- - ------ F7U1Fd F7vta;� �7utt;7 c7,,,c�----- --- -- - -- -� --- - -- -- ----- ---- -�-------- - On: f i I esr v Pr ojky: 22348 BI dg: I PI one: 6, 7, 25 1. UNLESS NOTED, USE 1/2- DIAMETER A-307 BOLTS FOR PURLIN LAP,. PURLIN TO FRAME. FLANGE BRACE TO FRAME, AND FLANGE BRACE TO PURLIN CONNECTIONS. SEE JOB DETAILS FOR DOLT LENGTHS. 2. WIND, FLANGE, AND PURLIN BRACING ARE'AN INTEGRAL PART OF THE ROOF STRUCTURAL SY STEMAND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. REMOVAL OR ALTERATION OF ROOF BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED .3. WHEN SAG ANGLE SLOTS IN ADJACENT PURLINS DO NOT ALIGN OR ARE OMITTED. FIELD -BEN D A SAG ANGLE TAB AND ATTACH TO PURLIN WITH A SELF -DRILLING STRUCTURAL FASTENER, 4. SAG ANGLES ARE NOT REOUIRED IN BAYS THAT ARE 16' OR LESS. K Denotes A325 Secondary to Frame Connection LLWIbb EZW1b4 24'-0' 25'-0' 25'-0' 25'-0' 25'-0' 25'-0' 25'-0' 25'-0' 25'-0' 25'-0' 25'-0' 25'-0' 25'-0' 25'-0' 25'-0' 25'-0' 402 -0' THIS DRAWING IS SEALED ONLY AS TO THE COMPONENTS FURNISHED BY VARCD-PRUDEN Bull ding Code: 94SBC Live L8(W/Tri6 Red) 20.0 psf Coll. Ld (gravity): 3.0 psf Coll . Ld (apl i f t ): 0.0 psf Wind Speed: 100.0 mph Wind Exp. Cot.: C Ground Snow: 0.0 psf Roof Snow: 0.0 psf Snow Exp. Cat.: 3 Building Use Cot.: I Auxiliary Loods NONE THIS DRAWING. INCLUDING THE INFORMATION HEREON. REMAINS THE PROPERTY OF VARCD-PP,UDEN BUILDINGS, R f A UNITED DOMINION COMPANY. o o S e c o h ci o r IT 1S PRDVIDED FOR ERECTING THE BUILDING BUILDER DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED. REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR REV. DATE BY DESC. GCI General Constructors, Inc. CUSTOMER WRITTEN APPROVAL OF VARCD-PRUDEN BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR Dr I on do Son for d A i r For t LOCATION 1S SOLELY RESPONSIBLE FOR ACCURATE. GOOD DUALITY WORKMANSHIP IN ERECTING THIS Sanford. FL BUILDING IN CONFORMANCE WITH THIS PROJECT DRAWING, DETAILS REF�P.E14CED IN THIS DRAWING. ALL APPLICABLE VARCD-PP.UDEN ERECTION DETAILS AND ALL INDUSTRY STANDARDS PERTAINING TO 2754-Orl ondo Sanford SCALE BUILDING PROPER ERECTION • INCLUDING THE CORRECT USE OF TEMPORARY BRACING. NTS Air Cargo Bu i l ding - SSR yc^ 1s rRM,g k s +.... 4 a QUOTE • JOB M NC97028214-ODD C9751014-01-OE-1 DATE 10/27/9 o p TIME METAL BLDG MFG ASSN 13:5 VARCO-PRUDEN DRAW/CHECK BUILDINGS PA GE A UNITED DOMINION COMPANY 7_, ----------------- SHEETING ---------------- MARK LEI;GIH TI;K f:OL0R tFINIS!i; SSRI 34'-1 11/16' 24 Slando, J Color (GALVM) SSR2 3b'-2 7/16' 24 Stondo, d Color (GALVM) SSP3 i 91-3 1/16' 24 Stan l.jrd Col or ((31.!.,VM) SSP,4 31'-2 7/16' 24 Stondord Color (GALVM) --------------------- TRIM ---------------------- FO,+ MARK LENGTH COLOR (FINISH) OEl Egyptian White (KXL) DN1 Match Color (GALVM) DS10 10'-0- Egyption White (KXL> EG121 12'-3' Egyption White (KXL) EG201 20'-3' Egyption White (KXL) FIELD LOCATED ACCESSORIES OTY DESCRIPTION 14 9- x 10' SSR Ridge Ven.t w/ Geor, Screen 55 2' x 10'-7' SSR Tuf-Lire Kit Non Poled w o- o- o-- o- a- o-O- o-a- o- © Start Panel Dlm. 10 3/4' (Cut Dim.= 11 3/4') © Start Panel Dim. 1'-0" (Cut Dim.= 1'-1') On: f it esry Proiky: 22348 Bldg: 1 PI one: 6, 7, 25 1. Instoll Sheeting From left to Right 2. PRE -DRILLING 1AB- DIAMETER HOLES FOR ROOF STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE PURLINS,-NESTED PURLINS, PURLIN LAP LOCATIONS „ AND/OR SECONDARY STRUCTURAL BEAMS 3. ROOF SHEETS ARE AN INTEGRAL PART OF THE STRUCTURALSYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 4. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER.SPECIFICATION. c�� I. — — — — — — — — — — — — j I D< < I I I O, Di � I �, ,I,il.l I � ,r i � � D,O�l �,�.. 1, i � I� I I.. ,. III jII 1 I �'I I J' �' � ----- ---- I Ski I 1 11 �,. , �r , ,, n �Him„ � I i li, .mll l 1 ��11111 111111 I 11111 THIS DRAWING IS SEALED ONLY AS TO THE CDMPDNENTS FURNISHED BY VARCO-PRUDEN 402'-0" quit ding Code: 94SBC Live Ld<W/Trib Red) 20.0 psf Coll. Ld Cgravity): 3.0 psf Col I . Ld (upl i f i ): 0. 0 psf Wind Speed: 100.D mph Wind F.P. Cot.: C Ground Snow: 0.0 psf Roof Snow: 0.0 psf Snow Exp. Cot.: 3 Building Use Cot.: I Aux i I i or y Loods NONE THIS DRAWING. INCLUDING THE INFORMATION HEREON, REMAINS THE PRDPERTY DF VARCO-PRUDEN BUILDINGS, A UNITED DDMINIDN COMPANY. R of Skeet I h 1T IS PROVv DE0 FOR ERECTING THE BUILDING BUILDER DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NDT BE MODIFIED, REPRODUCED DR USED FOP. ANY OTHER PURPOSE WITHOUT PRIOR REV. DATE BY DESC. GC I Geh er of Constructors , Inc. CUSTOMER WRITTEN APPROVAL OF VARCD-PRUDEN BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR Or I on do Son f or d A 1 r por T LOCATION IS SOLELY RESPONSIBLE FOR ACCURATE. GOOD DUALITY WDRKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS Sonford, FL PROJECT DRAWING, DETAILS REFERVNCED IN THIS DRAWING. ALL APPLICABLE VARCO-FRUOEN ERECTION DETAILS AND ALL INDUSTRY STANDARDS PERTAINING TO 2754-Orl undo Sanford SCALE BUILDING PROPER ERECTINN, INCLUDING THE CORRECT USE OF TEMPDRAP.Y BRACING. NTS Air Cor go Bull ding - SSR 4 it r•,,:•• S. IiY t f +.:1I ..n9{i.1S�Vi:1.✓tl QUOTE JOB r NC97028214-000 C9751014-01-OE-1 DATE 10/27/9 rml n o In Ll LJ TIME METAL BLDG MFG ASSN 13: 5 VARCO-PRUDEN DRAW/CHECK BUILDINGS PAGE A UNITED DDMINIDN COMPANY 2 1— ----------- SECONDARY ------------- -------------- FRAMED OPENINGS--------------- HAkK L'ctdul!I THK DEr'iH F0,'-LCIC-- ?4A;{:K I'vNGTH 1HL. L'f_PT!4 ZGO 14'-4 1/2' .059 8.5 1 HEADR CW769 3'-4 1/4' .059 ZG1 18'-2 1/2' .059 8.5 1 JAMBL CW765 7'-1 3/4' .059 ZG2 23'-2 1/2` .059 8.5 1 JAMBR CW765 7'-1 3/4- .059 ZC21 8' -3" . 0' 9 0.5 Zr_,22 16'-7" .059 8.5 ZG3 26'-2 1/2' .059 0.5 0 CU Cu 4 4 2'-1' 13'-6' JBC1 JBCI 10G'-G' 6'-2' © 3'-11 3/4' 15'-0' 20'-0' 23'-0' 20'-0' 15'-0' 1 '-6- 1 120'-0" WALL ELEVATION AT W 3 1'-7 1/4- (TYP. LAP) GFA102 © 3'-4 1/4- On: f iI eSrV Projky: 22348 BI dg: 1 PI one: 2 THIS DRAWING IS SEALED ONLY AS TO THE COMPONENTS FURNISHED BY VARCD-PRUDEN 1. UNLESS NOTED, USE 1/2" DIAMETER A-307 BOLTS FOR GIRT LAP, GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS. SEE JOB DETAILS FOR BOLT LENGTHS. 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYS77-M AND SHOU! D BE PROPERLY INSTALLED PRIOR TO ERECTION F WALL AND ROOF SHEETS. p REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED - Buil ding Code: Live Ld(W/Trio Red) Coll Ld (roV i t ): 9 y Col I Ld Cu I ift): P Wind Speed: Wind Exp. Cot.: Ground Snow: Roof Snow: Snow Ex ot.: P C Building Use Cat.: ! L oo ds Aux i i ory 94SBC 20.0 psf 3.0 sf P 0.0 sf p 100.0 mph C 0.0 sf P 0.0 psf 3 I �E NONE THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PP,OPERTY OF VARCD-PRUDEN BUILDINGS, A UNITED DOMINION COMPANY. IT 1S PROVIDED FOR ERECTING THE BUILDING DESCRIBED 1N THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED. REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VARCD-PRUDEN BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE. GOOD QUALITY WORKMANSHIP 1N ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING. ALL APPLICABLE VARCD-PRUDEN ERECTION DETAILS AND ALL INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. W a I I secondary OuorE N NC97028214-000 JOB r C9751014-01-0E-1 REV. DATE BY OESC. BUILDER GCI General Constructors, Inc. �o� o METAL BLDG MFG ASSN DATE 10/27/9 CUSTOMER Orl on do Sanford Air port TIME 14:0 LOCATION Sanford, FL V A R C 0 —PRUDEN BUILDINGS A UNITED DOMINION COMPANY DRAW/CHECK PROJECT 2754-Orl ondo Sanford SCALE NTS BUILDING Air Cargo Bu i I ding - SSR PAGE ------------------- SHEETING ---------------- HARK L1- Tii I14', COi.0;2 (Fii:l61{) PRW10 18'-7 26 Egypiion Whine (KXL) PRW11 18'-10' 26 Egypiion White (KXL) PRW12 19'-1, 26 Egypiion Whine (KXL) PRW13 19'-4' "6 Egypiion WI,it. (KXL) PPV14 19'-7' 26 Egypiion Whii. (KXL) PRW15 19'-10' 26 Egypt ;on White (KXL) PRW16 20'-I- 26 Egypt ion White (KXL) PRW17 20'-4' 26 Egypiion Whiie (KXL) PRW18 20'-7' 26 Egypti.n White (KXL) PRW19 20'-10' 26 Egyptian White (KXL) PRW20 21'-1- 26 Egyptian White (KXL) PRW21 21'-4' 26 Egypiion White (KXL) PRW22 21'-7' 26 Egyptian Whiie (KXL) PRW23 21'-10' 26 Egypiion White (KXL) PRW24 22'-1' 26 Egyptian White (KXL) PRW25 22'-4" 26 Egypiion Whiie (KXL) O N CU On: f it esry Pro Iky: 22348 BI dg: 1 Plane: 2 Q ------------------ SHEETING ---•------------ htf,�:r" LLNGTk+ T11t'. COLOR (Flt;ISk;) PRW26 22'-7' 26 Egyptian Whiie (KXL) PRW7 17'-10' 26 Eoypiian Whiio (KXL) PRWB 18'-1' 26 Egypiion White (KXL) PR`n'9 18'-4' 2G Egyptian Whii. (KXL) --------------------- TRIM ---------------------- FO•� HARK LLf4`3TH CO -OR (F1NiSH) BSI Egypt ion Wk ire (KXL) CT20 20'-3' Egypt ion Whir. (KXL) GGC1 Egyption Whit. (KXL) PCCI Eg.inr ion 6'hi re (SP) PPC1 Egypiion Whiie (SP) PRF1 Egypt ion White (KXL) RFR10 10'--0' Poiricion Bronze (KXL) RKF10 10'-3' Egypt ion Whiie (KXL) RKF16 16'-3' Egypt ion White (KXL) RKF20 20'-3' Egyptian Whiie (KXL) STCIOA 10'-3' Egypt ion White (KXL) 1 DF05 5'-1 1/2' Egypt ion Whiie (KXL) 1 HTS05 5'-6' Egypt ion White (KXL) 2 OF10 10'-3' Egyption Whiie (KXL) 2 HTS10 10'-6' Egypt ion White (KXL) 2 JT07 7'-4 9/4' Egypt ion Whiie (KXL) PPC1 120'-0' I, r� WALL ELEVATION AT W THIS DRAWING 1S SEALED ONLY AS TO THE COMPONENTS FURNISHED BY VARCD-PRUDEN 'Cl , PRF 1 c _A r 1 : 'ir1 Uri, 1. 1 n s i al I She'e L i n g Fr orn H i gh Po i n i( s) t o Low Po i n i( s) 2. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, . REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. Bu i I d i n g Code: 94SBC L i ve Ld(W/Tr i b Red) 20.0 psf Coll . Ld (gravity): iy ): 3.0 sr P THIS DRAWING. INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VARCO-PRUDEN BUILDINGS. A UNITED DOMINION COMPANY. IT IS BEDVIDED FOR ERECTING TH BUILDING DEBED N THE APPLICABLE PURCHASE DIN W a l I Sheet I h g QUOTE r NC97028214-000 JOB N C9751014-01-0E-1 BUILDER PATE 3. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. 2. PRE -DRILLING 1/8- DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS MAY BE P,EOUIRED AT 11 GAGE GIRTS, NESTED GIRTS,'GIRT LAP Col I . Ld (upl ifi): 0.0 psf Wind S eed: 100.0 m h P P Wind E.P. Coi.: C AND SHALL NOT BE MODIFIED. REPRODUCED DR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VARCD-PRUDWI BUILDINGS. REV. DATE BY DESC. GCI General Constructors, Inc. o I ] — 10/27/9 CUSTOMER Orlondo Sanford Air Port TIME LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS Ground Snow: 0.0 sf P Roof Snow: 0.0 psf Snow Ex Cot.: P' 3 Buil ding Use Cot.: 1 THE GENERAL CONTRACTOR AND/OR ERECTOR IS ISOLELY RESPONSBLE FUR ACCURATE. GOOD DUALITY WORKMANSHP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING. DETAILS REFERENCED IN THIS DRAWING. ALL APPLICABLE VARCO-PRUDEN ERECTION DETAILS METAL BLDG MPG ASSN _ 14:0 LOCATION Son for d, FL VARCD - P R U.D E N BUILDINGS DRAW/CHECK PROJECT 2754-Orl ondo Sanford PAGE A 7""1 Auxiliary Loods NONE AND ALL INDUSTRY STANDARDS PERTAINING TO PROPER. ERECTION, INCLUDING THE CORRECT USE OF TEMPDRARY BRACING. A UNITED DOMINION COMPANY SCALE NTS BUILDING Air Cargo Building - SSR ----------------- SHEETING ---------------- ------------ ----- SHEETING ---------------- ------------------- TRIM ----------------------- �I4,F:K I_E�1GTH t!iiC COLOR (F1h1TSH) Ml;RK LEh1Gi1i T1aK C01.OR <1=I1d1SH) FiCx t1:.1t LENGTt; CC.LOR (F1N3Sik) PRWIO 18'-7' 2G Egyptian Whlto (KXL) PP.'W26 22'-7' 2G Egyptian White (KXL) BSI Egyption White (KXL) PRW11 I8'-10' 21S Egypt ion White (KXL) PRW7 17'-10' 26 Egyptian White (KXL) CT20 20'-3' Egypt ;on White (KXL) PRW12 19'-I' 26 Egypt ion White (KXL) PRW8 18'-1, 26 Egyption Whlt9 (KXL) GGC1 Egypt ion White (KXL) PRW13 19'-4' 2G Ff;yjpt i.�n 6'hi tc (K L) F'R1'9 lu' 4' 26 Egypt ion Whi to (KXL) PCC1 Egyption Wk; to (SP) PRW14 19'-7' 26 Egypt lon White (KXL) PPC1 Egypt ion White (SP) PRW15 19'-10' 26 Egyption White (KXL) PRFI Egyptlon Wki.,9 (KXL) PRW16 20'-1- 26 Egyptian White (KXL) RFR10 10'-0' Patrician Bronze (KXL) PRW17 20'-4' 26 Egyptian White (KXL) RKF10 10'-3' Egyptian White (KXL) PRW18 20'-7' 26 Egypt ion White (KXI_) RKF16 16'-3' Egypt ion White (KXL) PRW19 20'-10- 26 Egypt ion White (KXL) RKF20 20'-3' Egypt ion White (KXL) PRW20 21'-1- 26 Egyptian White (KXL) STC10A 10'-3' Egypt ion White (KXL) PRW21 21'-4- 26 Egyptian White (KXL) I DF05 5'-1 1/2' Egyptian White (KXL) PRW22 21'-7' 26 Egypt ion White (KXL) 1 HTS05 5'-6' Egypt ion White (KXL) PRW23 21'-10' 26 Egypt ion White (KXL) 2 DF10 10'-3' Egypt ion White (KXL) PRW24 22'-1" 26 Egyption White (KXL) 2 HTSIO 10'-6' Egyption White (KXL) PRW25 22'-4' 26 Egyption White (KXL) 2 JT07 7'-4 3/4- Egyption White (KXL) 7" i PPC1 BSI ,GGCI,F On: fit eery ProJky: 22348 'BI dg: 1 PI one- 3 1. Instoll-Sheeting From High Point(s) to Low Point(s) 2. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. 2. PRE -DRILLING 1/9' DIAMETER HOLES FOR WALL STRUCTURAL, FASTENERS MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP LOCATIONS. AND/OR SECONDARY STRUCTURAL BEAMS 120'-0' WALL ELEVATION AT E THIS DRAWING IS SEALED ONLY AS TO THE COMPONENTS FURNISHED BY VARCD-PRUDEN Building Code: 94SBC Lime LJ(W/Tri6 Red) 20.0 psf Coll. Ld (gravity): 3.0 psf Col I . Ld (upl i f t) : 0. 0 psf Wind Speed: 100.0 mph Wind E.P. Cot.: C Ground Snow: 0.0 psf Roof Snow: 0.0 psf Snow Exp. Cot.: 3 Building Use Cot.: 1 Auxiliory Loods NONE THIS D-mAVING. INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VAR CO-PRUDEN BUILDINGS. A UNITED DDMINION COMPANY. IT IS PROVIDED FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MDDIFIED. REPRODUCED OR USED FOR ANY OTHER PURPDSE VITHDUT PRIOR WRITTEN APPROVAL OF VARCD-PRUDEN BUILDINGS. THE GENERAL CONTRACTOR AND/OP. ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE. GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING. DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VARCD-PRUDEN ERECTION DETAILS AND ALL INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. W01I Sheeting BUILDER REV. DATE BY DESC. GCI General Con Sir uc7or s. Inc. CUSTOMER Orl ondo Sonford Airport LOCATION Sonford, FL PROJECT 2754-Orlondo Sanford SCALE BUILDING NTS Air Cargo Building - SSR to n x N. J Y 3 fivf� t S`-E..i`l 1�'-j;'•I=,T,.I.,e�s.�Y> :^g �� QUOTE N JOB NC97028214-000 C9751014-01-0E-1 DATE 10/27/9 o LJvt-J p TIME METAL BLDG MFG ASSN 14:0 VARCO-PRUDEN DRAW/CHECK 7 BUILDINGS PAGE A UNITED DOMINION COMPANY zc� -------------- SHEETING MARK LENGTH THK COLOR (F; PRW1 17'-11 3/8' 26 Egyptian Whi PRW4 11'-11 3/8`-- 26 Egyptian Whi PRW5 14'-11 3/8' 26 Egyptian Whi PRWG 7'-I1 3/0' 26 E_„ption Wki On: f it esry Pro,jky: 22343 BI dg: 1 PI one: 4 I. Install Sheeting From Left to Right 2. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. SEE JOB DETAILS FOR SHEETINQ AND -TRIM FASTENER SPECIFICATION. 2. PRE -DRILLING 1/8' DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS MAY BE REOUIRED AT 11 GAGE GIRTS. NESTED GIRTS, GIRT LAP LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS - Bu i I din Code: 94SBC g Live Ld(W/Tr i6 Red) 20.0 psf Col I Ld (gravi ty): 3.0 sf P Col I . Ld (apl ift): 0.0 psf Wind Speed: 100.0 mph P P Wind E.P. Cot.: Ground Snow: O.O psf Roof Snow: 0.0 psf Snow Exp. Cot.: 3 Bail ding Use Cot.: I Avxil iory Loods NONE THIS DRAWING. INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VARCO-PRUDEN BUILDINGS, A UNITED DOMINION COMPANY. IT IS PROVIDED FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PUP,CHASE ORDER AND SHALL NOT BE MDDIFIED. REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VARCD-PRUDEN BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE. GOOD DUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING. DETAILS REFERENCED IN THIS DRAWING. ALL APPLICABLE VARCD-PRUDEN ERECTION DETAILS AND ALL INDUSTRY STANDARDS PERTAINING TD PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. W01 I Shee t I h g QUOTE NC97028214-000 JOB k C9751014-01-0E-1 REV. DATE - BY DESC. BUILDER Ganerol Consrrucrors, Inc. rcnl o METAL BLDG MPG ASSN DATEGCI 10/27/9 CUSTOMER do Son ford Airparr TIME 14: 0 LOCATION Son ford. FL VARCD - P R U D E N BUILDINGS A UNITED DOMINION COMPANY DRAW/CHECK w� CCJ PROJECT 2754-Orl ondo Sonford SCALE NTS BUILDING Air Cargo Bu i I d i hg - SSR PAGE 9-el r ----------- SECONDARY ------------ ----------- SECONDARY ------------ MARK LENGTH THK DEPTH MARK LENGTH THK DEPTH ' 5ZG113 6'-4 1/2_ .059 8.5 ZG125 G'-8 1/2- .059 8.5 5ZG114 13'-5 1/2` .059 8.5 --ZG131--3O'-2-1/2- .065 8.5 5ZG115 12'-1 1/2" .059 8.5 ZG145 31'-2 1/2' .059 8.5 SZG117 6'-0 1/2' .059 8.5 ZG155 30'-2 1/2' .082 8.5 5ZG120 14'-3 1/2' .059 8.5 ZG63 28'-1' .073 8.5 5ZG127 12'-9 1/2" .059 8.5 ZG71 8'-2 1/2" .059 8.5 5ZG128 12'-1 1/2" .059 8.5 ZG89 28'-2 1/2- .059 8.5 5ZG130 29'-7' .105 8.5 ZG99 28'-2 1/2- .082 8.5 5ZG134 30'-2 1/2` .073 8.5 5ZG13G 27'-1" .120 8.5 5ZG141 27'-7' .059 8.5 5ZG142 33'-2 1/2' .065 8.5 5ZG144 32'-2 1/2` OG5 8.5 5ZG147 29'-1` OG5 8.5 ZG116 6'-4 1/2" .059 8.5 ZG124 5'-8 1/2" .059 8.5 Ncu u -------------- FRAMED OPENINGS-------------- F0,y -LOC- MARK LENGTH THK DEPTH 1 HEADR CW714 12'-0' .059 9.5 1 JAMBL CW710 12'-1 3/4" .059 8.5 1 JAMBR CW710 12'-1 3/4- .059 8.5 2 HEADR CVG 14 8'-0' .059 2 JAMBL CW755 17'-1 3/4' .105 2 JAMBR CW755 17'-1 3/4' .105 8.5 3 HEADR. CW769 3'-4 1/4- .059 3 JAMBL CW765 7'-1 3/4- .059 3 JAMBR CW765 7'-1 3/4" .059 ROD BRACING MARK LENGTH DIA 5ROO1 32'-9 1/8', 0 1/2' SRODIG 32'-9 5/8' 0 5/8" 5ROD2 93'-0 1/1G' 0 1/2" 5R,,03 33'-1 1/8' 0 1/2" 15 14 13 12 11 10 0 � Q Q Q © 3 v✓2'° I° i �®`#•�8'-6' a8-'--0"$ i�8-'--6-' 8'-6-'$'i.8'--0_' i - © 12'�® 12°-0' 3'-4 2125''--00'' 6' 125' 20-8" [�'-412'-0' 6-8' 25'12'-0' 7'-4' 6'-8' 12'-0' �'-412-02 5°-"025'-0' 25 -0 25'0' 25'-0' 25'-0' 25-0 25°-0' 25-0" 25'-0" 25 -0 1 -�i WALL ELEVATION AT N 3'-1 1/4" ® 4'-1 1/4- U1 2'-1 1/4- M 1'-7 1/4' (TYP. LAP) 2'-7 1/4" ® 3'-7 1/4- GCC072084 © 5'-0' © 7'-5 1/4" 1°-1 3/4' 3'-4 1/4' ® 11 3/4- 7`2 1/8- ® 2'-8' ® G' -0' L7 2' -0- © 5' -8- © 4'-0' THIS DRAWING IS SEALED ONLY AS TO THE COMPONENTS FURNISHED BY VARCD-PRUDEN On: f it esry ProJky: 22349 BI dg: 1 PI one: 5 1. UNLESS NOTED. USE 1/2' DIAMETER A-307 BOLTS FOR GIRT LAP, GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, JAMB AND -HEADER CONNECTIONS. SEE JOB DETAILS FOR BOLT LENGTHS., 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED Budding Code: 94SBC Live Ld(W/Trib Red) 20.0 psf Coll. Ld (grovity): 3.0 psf Col I . Ld (upl i f i ): 0.0 psf Wind Speed: 100.0 mph Wind Exp. Cot.: C Ground Snow: 0.0 psf Roof Snow: 0.0 Psf Snow Exp. Cot.: 3 Build;ng Use Cot.: I Aux iliory Loads NONE THIS DRAWING. INCLUDING THE INFORMATION HEREON. REMAINS THE PROPERTY OF VARCD-PRUDEN BUILDINGS. A UNITED DOMINION COMPANY. IT IS PROVIDED FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER REV. GATE BY AND SHALL NOT BE MODIFIED. REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VARCD-PRUDEN BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE. GOOD DUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING. DETAILS REFERENCED IN THIS DRAWING. ALL APPLICABLE VARCO-PRUDEN ERECTION DETAILS AND ALL INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE SCALE OF TEMPORARY BRACING. N T S Wol I Secoh dor y BUILDER DESC. GCI General Constructors. Inc. CUSTOMER Orlando Sanford Airport LOCATION Sanford, FL PROJECT 2754-Orlondo Sanford BUILDINB Air Cargo Building - SSR QUOTE N JOB M NC97028214-000 C9751014-01-0E-1 DATE ��- 10/27/9 o p ff TIME METAL BLDG MFG ASSN 14: 1 . DRAW/CHECK VARCD-PRUDEN F1 BUILDINGS PAGE A UNITED DOMINION COMPANY n ----------------- SHEETING - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TRI M ---------------------- MARK LENGTH THK COLOR (FINISH) F0# MARK LENGTH COLOR (FINISH) PRW1 17'-11 3/8' 26 Egyptian White (KXL) DEI Egypt ;on White (KXL) PRW2 14'-9 1/4' 26 Egyption White <KXL) DSlo 10'-0' Egypt ton White (KXL) PRW3 13'-11 3/8' 26 Egyptian White (KXL) DST1 Egyptian 'White (KXL) PRW4 I1'-11 3/2' 26 Egyption White (KXL) i DF12 12'-3' Egypt ion White (KXL) I HTS12 12'-6' Egyptian White (KXL) 2 DF12 12'-3' Egyptian White (KXL). 2 HTS12 12'-6' Egyptian White (KXL) 3 OF12 12'-3' Egyptian White (KXL) 3 HTS12 12'-G' Egyptian White (KXL) 4 OF12 12'-3' Egyptian White (KXL) 4 HTS12 12'-6' Egyptian White (KXL) 5 OF12 12'-3' Egyptian White (KXL) 5 14TS12 12'-6' Egyptian White (KXL) 6 DF12 12'-3' Egyptian White (KXL) 6 HTS12 12'-G' Egyptian White (KXL) 7 DF12 12'-3' Egyptian White (KXL) r.i o 1 070d0 Of J__ 1 DI _ r_ - - - - - - - - - - - - - - - - - - - - - TRIM ---------------------- F0,� MARK LENGTH COLOR (FINISH) 7 HTS12 12'-G' Egypt ion Whlte (KXL) 8 OF12 12'-3' Egyption White (KXL) 8 HTS12 12'-G' Egypt ion White (KXL) 9 DF12 142'-3' Egypt ion 'White (KXL) 9 HTS12 12'-G' Egyption White (KXL) 10 DF10 10'-3' Egyption White (KXL) 10 HTSIO 10'-6' Egyption White (KXL) 11 DFIO 10'-3' Egyption White (KXL) II HTS10 10'-6' Egyption White (KXL) 12 DF05 5'-1 1/2' Egyption White (KXL) 12 HTS05 5'-6' Egypt ion W!-,ito (KXL) 13 DF05 5'-1 1/2' Egyption Whito (KXL) 13 HTS05 5' -6' Egypt ion White (KXL) 14 OF05 5'-1 1/2' Egypt ton Whites (KXL) 14 HTSO5 5' -6' Egyption White (KXL) 15 OF05 5'-1 1/2' Egyption White (KXL) --------------------- TRIM ----------------------- FOM MARK LENGTH COLOR (FINISH) 15 HTS05 5'-G' Egyptian White (KXL) 16 _DF05 - 5'-1 1/2' Egypt ion White (KXL) 16 HTS05 5'-6' Egyptian White (KXL) 17 DI=05 5'-1 1/2' Eyyp,ion White (KXL) 17 HTS05 5'-G' Egyptian White (KXL) 18 DF05 5'-1 1/2' Egyptian White (KXL) 18 HTS05 5'-6' Egypt ion White (KXL) 19 ❑F10 10'-3' Egyptian White (KXL) 19 HTS10 10,_G' Egyptian White (KXL) 19 JT07 7'-4 3/4' Egyptian White (KXL) 19 JT10 10'-3' Egyptian White (KXL) 17 16 15 14 13 12 1 1 10 (9� (8� (7� 6 Q Q Q Q Q DE D T DE DST DEI DST DE DST DE DST DEt STI DE DST DE DST 0 I CU c>� I _ L DEI,DST IJ _ DEl,DST 1L _ DEII,DST1 T _ _ �1�ST1 DEI,DST 1 _ _ _ UE1, S�T1 _ J_1- �_ OE� DST J_ _ _ I DE1,DS�1 1_J _ — DEI,DST1 _ ESL _ _ _ DEI,DST1 �_ _ J� JDEI,DS�1 _ DE} DST1 3 DEI,DST1 _ J IRW DEI �f3U RE DST < ) RU RU D DST PR 1 RW D DSTI cn E RU JD< <1 > DE1 DST RW D 1 cn DST PR 1 DE _DST RU PR 1 FR E > PR _1 R E ' ( > r_o —iJ- N -� PR i fi1D< o' RU ) PR 1 E RU D< _ ) RW E' RU D< ) RW PR 3 a N a o RW E'D< ) E'0(') ) E D( ) EQ <4> RE D< > EQ <6> R QD 14 — EQ (6) � - EQ <6) R'QD 14 (n o I R QD 14 r RE'D< r, cn 0 RE D< > co 0 0 D( > — 1 0 1 O 402'-0' WALL ELEVATION AT N THIS DRAWING IS SEALED ONLY AS TO THE COMPONENTS FURNISHED BY VARCO-PRUDEN y.lr i .a`,WF es,: L ;=t.{.a"_"=" '..✓ 6 CIN ... i..J ] .. 1. In stogy I Sheet ing From Lei, to Rig! v 2. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. 2. PRE -DRILLING 1/B' DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS B. II ding Code: 94SBC Lime Ld<W/Trib Red) 20.0 psf Coll Ld (gravity): 3.0 psf CoII Ld (uplift): 0.0 psf Wind Speed: 100.0 mph Wind Ex Co,.: C P' Ground Snow: 0.0 psf Roof Snow: 0.0 psf Snow Exp. Co,.: 3 Bail ding Use Co,.: I THIS GRAVING. INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY DF VARCD-PRUDEN BUILDINGS. A UNITED DOMINION COMPANY. IT 1S PROVIDED FDR ERECFING THE BUILDING DESCRIBED ]N THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED. REPRODUCED WR USED FOR ANY OTHER PURPOSE WtTHouT PRIOR WRITTEN APPROVAL OF VARCD-PRUDEN BUILDINGS. THE GENERAL CDNTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE. GOOD DUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFDRMANCE WITH THIS GRAVING. D=TAILS REFERENCED IN THS ❑RAuING. ALL APPLICABLE VARCD-PRUDEN EP.ECTIDN DETAILS_ W a i I S h e e t i Cl g QUOTE N NC97028214-000 JOB N C9751014-01-0E-1 REV. DATE BY DEsc. BUILDER GCI 6eneroi Constructors, Inc. o IL'--UI rml METAL BLDG MFG ASSN DATE 10/27/9 CUSTOMER Orl ondo Sanford Airport TIME 14: 1 LOCATION Sonf or d, FL VARCD —PRUDE N BUILDINGS DRAW/CHECK PROJECT 2754-Uri ondo Sonford PAGE A L9 Auxil Tory Loads NONE AND ALL INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION. INCLUDING THE CDRRECT USE OF TEMPORARY BRACING. A UNITED DOMINION COMPANY SCALE NTS BUILDING Air Cargo Bu i l ding - SSR NOTE: 11Ai[-AI cF,!' AMP[ r ci me it•J An 1A(THT PURLI'. ANGLE Y4-14 SAG (SA - nnnr LAB SSR PSN-) 6 li" PURUNS PANEL PSM-) 8 W PURUNS CLIP - � 11 W'. Or �\ , SSR ROOF PANEL 1 ROOF PURLIN WALL � CP PANEL P PURLIN SP PURLIN SUPPORT MEMBER (PSM) ATTACH EACH END OF OR (PSN), LOCATE AT MID POINT (PSM-) OR (PSN-) IN EACH BAY 20'-0" OR LESS W/ (2) Y4-14 x i V4" PURLIN SUPPORT MEMBER (PSN-) 6 li" PURUNS (PSM-) 8 W PURLINS SEE ERECTION DRAWINGS FOR LOCATION AND SPACING C� A ROOF PURLIN Y4-14x1 Y4" STRUCT FSNR (55307) RIDGE I -- ROOF PURLIN SP PCE �I R\pGS / I NOTE: DO NOT ATTACH ROOF FANEL (OR PANEL CLIPS) fO STRUT PURLIN. W x 1 Yz" A307 SEE RqllA* FOR EAVE PURLIN BOLTS AND NUTS CONNECTION U.N.) - STRUT FURLIN EAVE PVR��N DAP PURLIN ATTACH EACH END C STRUT BRACE (SBR- -------- ---- W/ (2) Y2"0 x 1" A3 BOLTS ,1, I 5" (6 1f2" PURLINS) 1 I 6" (8 1/z„ PURLINS) I o � I 8" (11 hi" PURLINS) �n GC4 CLIP INT. FRAMI AND END FRAMES. ATTACH EACH END OF RAFTER BEAM PURLIN SUPPORT MEMBER PURLIN SUPPORT MEMBER TOP FLANGE PN-) 6 W PURLINS W/ (2) V4-14 x 1 V4„ STRUT BRACE (SBR-) M-) 8 W PURUNS STRUCT FSNR (55307) LOCATE PER ERECTION (PSP-) 11 Y2" PURLINS DRAWNGS PURLIN SUPPORT MEMBER BR09B9 EAVE STRUT ASSEMBLY ATTACH. BR18P 6.5" OR 8.5" PURLINS UIR0969V1 09�23�96 ---- _ BR18AiV2 R 09/12/95 �r n� x A A [kOd2A1 „n RCO2D1 FOR PANEL LOCATION SEE fAL FuR Mr+�T1v niJD PPER SEE "" AT ENDLAP FASTENER PATTERNS ROOF INSTALL (7) V4-14 x 1 Ya" PANEL S.S. ROOF t DITPLEFSNR nsj n A Alrt `JAV.)V) ttr vtmF DIMPLES vir FnIrLL �Y W x 1" FIELD CUT l�" x 1" NOTE: DO NOT ATTACH ROOF PANEL (OR PANEL CLIPS) TO STi�U T PURLIN. Y2" x 1 W A307 BOLTS AND NUTS (T'i?ICAL U.N.) ,G - STRUT SP PC\tv PURLIN „ ROOF PURLIN \ PAR FACTOR Vs" BEAD OF NON I r F F No-�cN SKINNING TUBE ll \ �f 'rf 'fr 1V0 SEALANT (80270) 1-- PANEL Vs" BEAD OF NON t \' CLIP y --- 1" SKINNING TUBE '>, 1 SEALANT (80270) \ off PANEL STIFFENER _ _ _ _;' / SSR PANEL (PS6) LOWER CLIP - " 3 " 1 " 3„ PANEL MODULE LAP 6 /2 �\ ROOF PURUN 0 0 0 0 7 " --- _ - - \ STD. 2 PER CUPS x r`3 x 28 / STRIP — SSR Rl6 0 0 0 TAPE MASTIC / 40910 OR - - - - - _ - _ _ MALE HEM J �40915� f — (80345) - Yk OPTIONAL NOTE: ADDITIONAL SEALANT SHOULD BE APPLIED TO \ / x 7/s" x 28" TAPE ALL SSR EAVES, ROOF CURBS AND AREAS ADJACENT " CLEAN ALL MATING SURFACES TO BE WEATHER TO WALL TO ROOF, ROOF HEIGHT CHANGES AND Vi6" BEAD OF _ SEALED. REMOVE FABRICATING OILS, RAIN, SNOW, MASTIC (80345) STEPPED ROOF EXPANSION JOINTS. IT IS RECOMMENDED SKINNING TUBE ON OGE OFP ICE, DEW, DUST AND DIRT PRIOR TO APPLICATION OF THAT AREAS ADJACENT TO ROOF HEIGHT CHANGES 4 Y4" HOLD SEALANT (80270) �0 E MASTICS AND SEALANTS. COVER AT LEAST 3 SIDELAPS WITH THE SEALANT. SSR PANEL CLIP ATTACHMENT RC01 A0 SSR ROOF PANEL ENDLAP RCO2A1 SSR PANEL ENDLAP RCO2A2 SSR PANEL SIDELAP - RC03A2 SSR SEAMING GUIDELINES �Nn162 r- ADDITIONAL WEATHERSEAL AT ICE DAMMING COND. RIM B &SEAPROFILE NO INSULATION ON PURLINS ON PURLINS , ASTENER AND MASTIC PATTERN RRCOIA6V2 R 09/27/91 RCO2A1V2 R 03/01/90 — RCO2A2V2 R 03/01/90 RC03A2V1 03/01/90 B2V1 OS/AM SEE ROOF TRIM SEE ROOF TRIM RAKE FASCIA -5s" x W TAPE RAKE FASCIA M6* x 7/a" TAPE BOTTOM OF RAKE FASCIA ENDWALL OR FIELD BEND 1" LIP DETAIL FOR SHEET (3) SSR FIXED CUPS DETAIL FOR SHEET 3) SSR FIXED CUPS RKF20** (RKF20**) „ MASTIC (80349) ROOF SHEET (RKF20**) (80016 W/ INS 4 OR LESS) 80016 W/ INS 4 OR LESS) ( ) MASTIC (80349) RAKE EXTENSION ON SSR PANEL CHANG DIMENSION (80046 W/ INS ABOVE 4")-� 0 HANG DIMENSION 80046 W/ INS ABOVE 4") BOTTOM OF 1 Y4 BOTTOM OF _ 416" x W TAPE RAKE SUPPORT START PANEL DIM FACE OF ROOF SHEET ROOF SHEET MASTIC (80349) CAP (RSC-) i WALL PANEL SIs"x 7/a"x 6" - I 1 Y4" SSR ROOF SHEEj J j STRIP OF - G - TAPE MASTIC a CLIP 0 NPN / SNE�IG (80349) v� — __ .r _ / zF -V4-14 x 1 18" Q W =t r r' _ � S.S. ROOF STITCH P. \ <z <o I o� FSNR (57650) _ 0 L s T' 6" O. C. --^-�J Z p o c- I p, DLL ao i o0 0) �� o� WW CONCRETE „ " " �fz I ANCHOR -Yisx 7�x 6 ��J Y4-14 x1 Ys" ��a V4-14 x 1 YS" a= 2'-0" O.C. STRIP OF Q WIA S.S. ROOF STITCH 9R t 3 S.S. ROOF STITCH �3. NOT BY VP Y4-14 x 1 Y4" TAPE MASTIC W,p, SPACE ( ) FSNR (57650) 0 (80349)- SP ACE URA\N o V, FSNR 57650 0 �, ( „ STRUCT FSNR L\N P < 6" O.C. a= 6 O.C. (55307) PAR SPAC'V o� no I ADAPTOR TRIM 2'-0" O.C, SP PCE PURLIN w < (AT-) \ = PORE\N \-SSR MODULE ` 12-14 x 1 Y4" V4-14 x 7/a„ 0 CONTROL STRIP WALL STRUCT WALL STITCH) `-SSR MODULE L 12" MAX. RAKE CONTROL STRIP MAS. WALL (40910) OPTIONAL FSNR (564**) FSNR 565** _ 7 „ -14 x 7A" I 2'-0" O.C. AT 1'-O„ O.C. SUPPORT (40910 OPTIONAL WALL STITCH "" -' - WALL STITCH CLOSURE (80140) PANEL RIB OUTS'DE V4 RAKE FASCIA BRACKET b (RSB-) FShIR (565**) AT R (06 O.C. RETAINER (RFR10) NOTE: TEMPORARY ATTACHMENT OF STARTER NOTE: FIXED CLIPS SOFFIT TRIM CONCRETE NOTE: PANEL TO (RSC-) IS RECOMMENDED DURING NOTE: FIXED CUPS RAKE FASCIA ANCHOR ARE MARKED WITH PAINTED RC01A1 FOR SSR CLIP RAKE FASCIA _ �gTrin*tl SEE ERECTION DRAWINGS ERECTION. PANEL MUST BE DETACHED BEFORE SEE ATR S III C ARE MARKED WITH PAINTED RC01A1 FOR SSR CLIP RETAINER RFR10 ` a 1'-0" O.C. rnD FIELD rt tr CTADTI D IAICTAt 1 ATtnAI n D AI/ CALM A Al A V nnnt In TABS FOR EASY ID..NTIFiCATION. ti 1 i ��nmuvT SEE RE IAINER (RFR10) J ( a #s- I OR I IELD vv l J tnl\ILIA ttrJ tnLL/A lIvir OF nn(SE FhJVtn Mn t VvtwR. I TABS FOR EASY IDENTIFICATION. , ATTACHMENT _ , ,� ; „ �.-- x I / a 1 ti�w { NOT BY Vp-� 1 Y4"� PANEL DIMENSION �` W EAVF CRC17A1� SSR ROOF AT FIXFO LOW SAVE RC17F1� SSR R.A.KE TRIM RG30A! SSR RAKF TR111A r; �_` � ; � L : � .1.A�.4 SSR RAKE TRIM MAs. WALL R .: nA7 SSR STARTING RAKE BLANKET INSULATION RC1OA1 SSR ROOF AT FIXED WIN _ _- .. _ "�� ` r� PANEL RIB OR VEE RIB WALL BLANKET INSULATION BLANKET INSULATION W/ MASONRY WALL PANEL RIB WALL P—RIB & V—RIB CANOPY RAKE — ALL ROOF EXT. MASONRY WALL RC30A4V3 R 01/15/94 RC30A7V3 R 01 15 94 RC10A1V2 R 03/15/91 RC17A1V4 R 09/15/95 RC17E1V4 R 09/15/95 RC30AM R 01/15/94 JOB NO. THIS DRAWING. INCLUDING THE INFORMATION HEREON, ERECT I ON DETAILS NC9751014— REMAINS THE PROPERTY OF VARCO-PRUDEN BUILDINGS. A UNITED DOMINION COMPANY. REV DATE BY DESC BUILDER DATE IT IS PROVIDED FOR ERECTING THE BUILDING GCj Gaharcd Cons TrucT or e, Ihc. 10/27/97 DESCRIBED IN THE APPLICABLE PURCHASE ORDER OR SHALL NOT BE MODIFIER. REPRODUCED. CUSTOMER OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR Or I oh d0 Sah f or d A 1 r por T p DRAWN BY WRITTEN APPROVAL OF VARCO-PRUDEN BUILDINGS. (Y� THE GENERAL CONTRACTOR AND/OR ERECTOR IS METAL 6lt1LDUJG t1ANt.FACTUP,ERS ASSDCIATIDN 9 / SOLELY RESPONSIBLE FOR ACCURATE. GOOD DUALITY. LOCATION ! ... Sanford, FL WORKMANSHIP IN ERECTING THIS BUILDING IN _ VARCO—PRUDEN CHKO. BY CONFORMANCE WITH THIS DRAWING. DETAILS PROJ. NAME REFERENCED IN THIS DRAWING. ALL APPLICABLE VARCO-PRUDEN ERECT I ON DETAILS AND ALL I NDUSTRY 2754-0r I oh do Soh for d O BUILDINGSSTANDARDS PERTAINING PERTAINING TO PROPER ERECTION. ° - PO INCLUDING THE CORRECT USE OF TEMPORARY BRACING. SCALE BLDG. NAME Air Corgo Building — SSR ATTACH EACH END OF RAFTER INSERT SAG ANGLE TAB INTO PURUN SLOTS AND LOCATED AT 1/3 POINTS � IN STRUCT FSNR (� 3 ) (PSM-) OR (PSN-) BEAM AND BEND TAB FLAT. SEE ROOF FRAMING EACH BAY GREATER THAN 2 0 W/ (2) Y4-14 x 1 Y4" TOP DRAWING FOR LOCATION OF SAG ANGLE RUNS. STRUCT FSNR (55307) FLANGE URLIN BRACING BROW PURLIN BRACE AT SAVE BR09B1 PURLIN SUPPORT MEMBER ATTACH. BR0965 \G ANGLE INSTALLATION 6R0985V2 R 12/31/91 OAW2 R 07/01/95 "` 6R0961V3 R 12/31/91 - IT IS THE RESPONSIBILITY OF THE ERECTOR TO INSURE PROPER SEAL TIGHTNESS. FAILURE 1"0 PROPERLY SEAM THE JOINT MAY RESULT IN PREMATURE FAILURE OF PANELS AND/OR SECONDARY MEMBERS UNDER DEITIES SHOWN ON IBIS PAGE SUPERCEDE SIMILAR DETAILS IN TIDE UPLIFT OR DOWNWARD LOADING CONDITIONS. ' "SSR ERECTION GDIDE". REFER TO THE "SSR ERECTION GUIDE" AND t .320„ MAX. CUP + - 0" MIN. 1f - n 0 8 24" PANEL MODULE 1 24" PANEL MODULE MASTER REFERENCE DRAWINGS FOR OTHER DETAILS, INSTTLLATi N ( NO 00� III _ ONLY PROCEDURES AND ACCESSORIES NOT DESCRIBED IN THESE DEITIES. NOTE: MIN./MAX. DIMENSIONS TEED PAINT STAINLESS STEEL ROOF FASTENER HEADS USED AT WALL , SUPERCEDE SEAMER INSTRUCTION F INFORMATION. J SEAM MUST BE � LOCATIONS WITH WALL TOUCH UP PAINT. �-- FULLY TUCKED 3. ALL SURFACES MUST BE FREE OF DIRT AND OIL AT MASTIC AND a� SEALANT LOCATIONS. ATIONS ATTACH EACH END C 1 STRUT BRACE (SBR- W/ (2) WO x 1" A3 BOLTS a Qt 1 a - GC4 CLIP INT. FRAMI AND END FRAMES. RAFTER BEAM TOP FLANGE STRUT BRACE (SBR-) LOCATE PER ERECTION DRAWINGS PURLIN STRUT ASSEMBLY ATTACH. BR18A 6.5" OR 8.5" PURLINS _ BMAM R 09/12/95 116" BEAD OF r- APPLY SEALANT BOTH OV1=R NON -SKINNING AND UNDER CUP TAB AT TUBE SEALANT SSR CLIP LOCATIONS (80270)---,,, / . � 20' MIN. DIST. AT LOW EAVE, FULL LENGTH ADJACENT TO ROOF HEIGHT CHANGE AREA UPPER Mf'f'fff. OR 10' MIN DIST. FOR PANELS NOTCH FIELD PANEL NOTCH " /ffi. BELOW WALL TO ROOF AREA �" � �,\ "'fyf �A LOWER ROOF PANEL -� BOTTOM OF RAKE FASCIA ROOF SHEET--\ I (RKF20**) M6"x7%"TAPE MASTIC (80349) —Y4-14 x 1 18" S.S. ROOF STITCH FSNR (57650) 6" O.C. I f . 12-14 x 1 Y4" WALL STRUCT FSNR (564**) RAKE FASCIA (RKF20**) BOTTOM OF ROOF SHEET- 6 — Ms" x 7/8" TAPE MASTIC (80349) �, I Y4-14 x 1 1i" S.S. ROOF STITCH FSNR (57650) AT 6" O.C. 12-14x1 V4" WALL STRUCT FSNR SSR CLOSURE FACE OF RC38E1 FOR GUTTER SSR CLOSURE �RC33E11 FOR GUTTER SSR CLOSURE PLUG (80135) WALL PANEL SEE STRAP PLUG (80135) CANOPY SEE STRAP PLUG (80135) 2'- 0O.C. ATTACHMENT 2 -0 O.C. 14RDT}1 LL�� 11 ATTACHMENT 2'-0' O.C.- 1/4 " EAVE GUTTER — EAVE GUTTER EAVE GUTTER " STRAP (STR4) 2 Y W P STRAP (STR4) 2 Y+ ���' STRAP (STR4) Y4 SEE EREC. DWG. SEE EREC. DWG. SEE EREC. DWG. FOR SPACING 4 FOR SPACING—\ , ; -" , FOR SPACING Y4-14x1 Ys" _ Y4-14x1 Ya" -' Y4-14x1 S.S. ROOF STITCH °C S.S. ROOF STITCH S.S. ROOF STITCH FSNR (57650) FSNR (57650) TRIM ANGLE (TA-) FSNR (57650) (1)/STRAP (1)/STRAP (1)/STRAP '/4-14 x 1 Y4" PANEL RIB OUTSIDE STRUCT FSNR cLosURE (80140) (55307) V-O" O.C. " ' L - a0 I (, M8„ X 7A„ Y1s" X 7/8" 6 X 7/8 a= 1 INSTALL FSNRS TO p0 TAPE MASTIC TAPE MASTIC ALIGN UNDER TAPE MASTIC ADAPTOR TRIM W Q " (AT) u-� 7 " (80349) CONT. Y4-14 x 77� WALL (80349) CONT. SOFFIT RIBS (80349) CONT. �� / / ' AND OVER PLUG Y4-14 x V ( I Y4-14 x m AND OVER PLUG STITCH FSNR (565**) AND OVER PLUG WALL STITCH ___ _ A ( WALL STITCH FSNR 1'-0" O.C. FSNR (565**) (565**) 1'-0" 0 C C AT 1 -0 O.C. RAKE FASCIA RETAINER (RFR10) CONCRETE ANCHOR 1'-0" O.C. NOT BY VP SSR RAKE TRIM '/4-14 x 7A" ' EAVE GUTTER EAVE GUTTER -' EAVE CUTTER WALL STITCH (EG-) — PANEL CLOSURE (EG-) (EG-) - FSNR (565**) �L — — — - ANGLE (PCA-) AT 1'-0" O.C. "—"`—"�" — SOFFIT EAVE Y4-14 x 11t" V4-14 x 1 1t" V4-14 X 1 Va* S.S. ROOF STITCH S.S. ROOF STITCH -TRIM (SET) S.S. ROOF STITCH SOFFIT PANEL FSNR. (57650) PANEL RIB FSNR. (57650) 12-14 x 1 Y4" WALL — V4-14 x 7/s" WALL FSNR. (57650) RAKE FASCIA — 5 PER PANEL WALL PANEL 5 PER PANEL STRUCT FSNR (564**) STITCH FSNR (565**) 5 PER PANEL RETAINER (RFRIO) SOFFIT TRIM 1'-0" O.C. 1'--O" O.C. (STC10**) MAS. WALL RC3OA SSR RAKE TIT (WITH SOFFIT RC3QA SSR ROOF EAVE GUTTER RC32A1 SSR ROOF / EAVE GUTTER RC32A6 SSR ROOF W� EAVE MASONRY WALL P—RIB & V--RIB CANOPY RAKE — ALL ROOF EXT. PANEL RIB WALL EAVE CANOPY MASONRY WALL (FIXED EAVE) RC30A8V3 R 01/15/94 RC30A9V3 R 01/15/94 _ _ RC32A1V3 R 06/01/94 RC32A6V4 R 07/01/95 _ RC32A7V1 03/15/91 —_ ?�s" X ��" TAPE f;!AS?!C SSR RIDGE TO RAKE �- 18"Tx 28" FLASHING r rA�n� FOR FLASHING SSR RIDGE COVER WALL PANEL TRANSITION (SRR-) MA ER1AL "i") i�Ar�L rn'IA SEE LOCATION RGCF OR RGCM) THICKNESS - ' - OF (SR) ) PERIMETER RAKE FASCIA 05 '/4-14 x 1 ''A" (RKF-) ( OF (SRR-) 2 LAYERS ( ) II III ^ �� E S.S. ROOF STITCH *� i t si� Dour Tn Dlh(C AT <IDGE RIB RKF- \` SSR RIDGE Y4-14 x 1 V4 S.S. "^ \ GUVtK �KOI;-) FSNR (58015) �`� _ `� PANEL RIB FILLER CLEAN ALL MATING SURFACES TO BE TRANSITION / / \\� 5 18" ALUM STRIP (PRE WEATHER SEALED. REMOVE `A% ROOF STITCH FSNR FLASHING 50 PER JOINT 57650 10 PER _ I I �-� � / FIELD GUT TO PLAN FABRICATING OILS, RAIN, SNOW, (576,50) (SRR—) ___ — - ICE, DEW, DUST AND DIRT PANEL „ INSTALL (18) 12" RIVE PRIOR TO APPLICATION I -'I Y4-14 x 1 A* '1—I OF MASTICS AND �, _ _ �. 10 FIELD BEND " " " -�';�, „ ,, _ S.S. ROOF STITCH SLOT COVER 4 3" FOLD IN SEALANTS. "' �s x 7/s x 3 TAPE PLASTIC - FSNRS 57650 I Y." x 7/8" TAPE o 'C� W.P I ( ) I� FROM 3 x 14 I MATERIAL 4 1 MASTIC (80347) EACH PEAK CAP IN HOLES I MASTIC (80349) ALUM STRIP 1 SIDE OF RIB (PPC-) - PROVIDED -� i AT PERIMETER OF 1 FLASHING 2 \ SLOPE LAYERS OVER RIB , 3 1" RAKE — RIDGE FASCIA „ � �\ v / RKF- Y4-14 x 1 '1,3 S.S. ROOF ©- %3 ( ) STITCH FSNR (57650) " FILL ALL HOLES PROVIDED ®I Otis" x 7A" x 3" TAPE MASTIC (80347) FOLDED AND TUCKED INTO RIB --� RC38E1 FOR GUT -HER SEE STRAP ATTACHMENT Y4-14 x 1 IV S.S. ROOF OF RIDGE -FEMALE RIDGE STITCH FSfdR (57650) COVER (RGCF-) 10 PER PANEL MALE RIDGE COVER (RGCM-) ` I SSR PANEL CLOSURE SSR ANGLE (PCA-) PANEL PANEL CONC. ANCHOR AT 1 -0 O.C. PANEL STIFFENER NOT BY (PS5) VARCO PRUDEN 9"STRIP OFMis"x7/8" TAPE MASTIC OVER RIB 12" MAX. (80347) AND 28" STRIP WAS. WALL SSR PANEL CLIP IN FLAT OF PANEL (80345) NOTE: VARCO PRUDEN ROOF SEE C34_A_ FOR FSNR AND SYSTEM DOES NOT PROVIDE MASTIC PATTERN SUPPORT FOR MASONRY WALL GUTTER RRCEA-71 SSR RIDGE COVER ATTACHMENT I RC34Al n";D STOP (BST) STEN IN PLACE ' 4 POP RIVETS )265) fTER CLOSURE IC-) FASTEN IN ICE W/ 10 POP ETS (55265) I� \ I' " DEAD OF NON -Al -� PLASTIC CORNER �.� — SEAL INSIDE RC34A1V2 R 03/01/90 RAKE FA�1^IA (P,KF-) 7 „ IN FLASHING (18) K ' I \ a (2) W BEADS TUBE CAP (PCCI) 2 �3� PERIMETER OF CUT WALL STITCH SKIN TUBE SEALANT � I�� „ \ CLOSURE W/ SBA[ FSNR STITCH) (80270) AT (� o SEALANT (80265) ARE/ x 7/8" x 28" � „ PERIMETER OF �� Ic CUT AWAY BRONZE TUBETri 1 —0 O.C. — FLASHING —� © © J 10 SAW CUT 1" SLOT IN RIDGE COVER. FASTEN SLOT COVER TO RIDGE COVER AT SLOT SHADED AREA SEALANT TAPE MASTIC -WALL PANEL WITH (2) '/4-14 x 1 '/8' S.S. ROOF STITCH FASTENERS W/ 7/8" WASHERS (58015). _ (80507) ; (80345) IN FLAT OUTSIDE � CLOSURE 45` OF PANEL vUTaIGE �LGS�IRE U BEND FLASHING MATERIAL TO CONFORM TO RIB CONFIGURATION. 45i MARK FOR RAKE FASCIA LINE PERIMETER OF FLASHING MATERIAL WITH (2) BEADS OF TUBE SEALANT (80265). J t* 1„ TRIM LOCATION RETAINER (RFR10) IN FL SHINc MATERIAL AND ATTACH To RIDGE CovER �&IITH (5Do15) 1" DO NOT USE Mts" x 7/8" x 9" TAPE PENCIL MASTIC (80347) OVER RIB SSR RIDGE FLASHING FASTENER AND MASTIC PATTERN RC34AWI 03/01/90 RAKE FASCIA (RKF-) -- RAKE FASCIA TO LAP UNDER ° PEAK CAP ° MIN 3" ° ATTACH (PPC—) TO (RKF-) W/ 11 POP RIVETS (55265)--, Y4-14 ROOF STITCH FSNR (576**) 5 PER PEAK CAP MAKE A 3 FOLD A - _ EAVE GUTTER (EG-) RC34A FOR PLAN VIEW V4-14 x 1 V8" S.S. ROOF STITCH FASTENERS 149TH 7/8" WASHERS AT 2" O.C. ALONG ENDS. SEE OF TRANSITION SEE RC34A FOR SECTION THROUGH FIFLD CUT AND ATTACH 18" ALUM STRIP EACH SIDE OF FLASHING MATERIAL WITH FASTENERS NOTCH DETAIL NOTCH DETAIL TRANSITION AT 2" O.C. A -A A -A RC34A4 SSR RIDGE TO RAKE TRANSITION RC34A5 SSR RIDGE TO RAKE TRANSITION RC34A6 SSR RIDGE RC34A7 EAVE GUTTER CORNER ASSEMBLY RC36A1 RAKE FASCIA ALL WALL PANELS PLAN VIEW EXPANSION JOINT (@ 160'-0" O.C. MAX.) ALL SYSTEMS EAVE ASSEMBLY RC34A5V2 R 01/15/94 RC34A6V1 03/01/90 RC34A7V2 R 07/01/95 RC38AM R 03/15/91 _ RC38A2V2 R 03/15/91 APPLY Ms" x Y4" TAPE MASTIC (80390) UNDER THIS EDGE OF PEAK CAP RAKE FAS�:IA PLASTIC PEAK CAP ATTACHMENT (P--RIB ROOF RC38B4V2 R 12/31/91 ERECTOR NOTE: STR4 REQ'D ® 2 FT. O.C. WHERE GROUND SNOW LOAD IS 40# OR GREATER. STR4 REQ'D AT 4 FT. O.C. WHERE GROUND SNOW LOAD IS LESS THAN 40#. SEE ERECTION DWGS. FOR SPECIFIC BLDG. LOAD. GUTTER STRAP (STR4)- VP200 EAVE GUTTER (EG—) NOTE: SUBSTITUTE hi" DIA A325 BOLTS IN LIEU OF FLANGE NOTE: VP200 RIVET 90-lo—cRIVET Z'z /.A WH N307 (SFBT)EACH BRACESDARE REQUIIREDRACE 't0c, SHOULD BE INSTALLED AFTER INSTALLATION OF EAVE GUTTER FIELD DRILL (1) Yii6" DIA. HOLE IN SSR PANEL AT EACH RIVET LOCATION. SSR PANEL A" PLASTIC PEAK / SEE EAVE DETAIL RC32** RC37** CAD (DDC-) / FOR EAVE GUTTER t� ATTACHMENT 1 IRCMR4 CIITTFR STRAP ATTAGHMFNT SSR ROOF RC38EiV3 R 01/06/97 "Alf SECTION RIB DOWNSPOUT STRAP (DST1) FASTEN TO WALL PANEL WITH WALL STITCH FSNR (565**). BEND TAB TO SECURE BOTH HALVES OF STRAP (DST1-) TOGETHER 2 STRAPS PER 10' SECTION OF DOWNSPOUT +aLnL mill vvL SEALANT 80507 DOWNSPOUT ELE (DE-) FASTEN 1 DOWNSPOUT W/ RIVETS (55265) n AAtrl nin F—) d/ 4 TS (55265) ASSEMBLY FACH W/ 6 P RIVETS i265) PGA � c�Q gP F AND TAB HOLE IN PURLIN PPO� /E GUTTER (EG-) �� 0� Yi" x 1" A307 P� S \L NIPPLE TO GUTTER ��P y BOLTS (49050) 6 ®I O�iJNECTION W/ BRONZE 2 PER END OF TUBE SEALANT (80507) i PURLIN LAP 1/2" x 1" A307 BOLTS (49050) �P 0R V2" x 1 V2" A307 2 PER END OF \5 �,� / BOLTS (49054) DOWNSPOUT NIPPLE PURLIN LAP " " ® 2 PER CONNECTION (DN1) FASTEN IN Y2 x 1 YZ A307 BOLTS. EAVE GUTTER W/ / NOTE: A325 BOLTS MAY 8 POP RIVETS CC30 CLIP (BOLTED) j ' \ BE REQUIRED. USE A325 (55265) N101, CC29 CLIP (WELDED) / BOLTS AT LOCATIONS REFER TO CROSS SECTION / DESIGNATED BY * CONTINUOUS V2" x 1 Y2" A307 BOLTS. � � ON ROOF PLAN. ® 8 Y2" PURLINS NOTE: A325 BOLTS MAY DOWNSPOUT (DS-) � �--� FASTEN TO DOWNSPOUT ® BE REQUIRED. USE A325 NIPPLE W/ 3 POP /�i BOLTS AT LOCATIONS �(� P� -\5 PURLIN SUPPORT CUP (PC23) RI`-TS (55265) /i 7 DESIGNATED BY * ,'0 0O- REQ'D. AT ALL 8 V2' PURLINS ON ROOF PLAN. ��5F,� 5 THAT ARE BRACED W/ PURUN INTERIOR FRAME SEE ERECTION DWGS V2 x 1 lh" A307 � RAKE BEAM 0 6 P � SUPPORT MEMBERS (PSM). RAFTER BEAM FOR QUANTITY OF BOLTS (49054) MAY BE GAGE �k \�5�� PC23 CUPS ARE NOT REQ'D. AT OR PLATE END FRAMES, TRUSS FRAMES OR DOWNSPOUTS TYP. AT / r k..� FLANGE BRACE " n iLinr nn a nr EAVE PI IRI IIh1C W/ FPf -1 ('LIPC �._ K a .sue .J `i as F i FLANGE ORALC (FB—) OR (SFB—) REFER TO FRFCTION DRWG \�� FOR PC23 CLIP LOCATIONS. fin lSPCll1T AqSFIuIF�I Y CR(`3R�F1 PI IRLiN c�ONN. AT INTFRInR FOAM I�All PURLIN C"NN- Tn FNn F"RAMF �n� R 1i�" PI IRI IN �I IHH"K 1 (.1 IF IR�n�AII V V i • V/ , i i i •r V •� V V 0.�1 V I b V i♦- i �.-1 V• • V. • • V -1 . ♦ V V V' • a -T ALL SYSTEMS 6 1/2" OR 8 1/2" CONTINUOUS PURLINS W/CLIPLi 6 1/2" OR 8 1/2" CONT. OR SIMPLE W/O CLIP AT 8 1/2" PURLINS SUPPORTED WITH PSM'S RC38F1V3 R 03/15/91 RS01AlV4 R 06/23/91 RS02AiV3 R 06/23/94 RS03A1V3 R 05/01/95 110M, "wN" JOB NO. THIS DRAWING, INCLUDING THE INFORMATION HEREON, ERECTION DETAILS NC975 10 14- REMAINS THE PROPERTY OF VARCO-PRUDEN BUILDINGS. A UNITED DOMINION COMPANY. REV DATE BY DESC BUILDER DATE IT IS PROVIDED FOR ERECTING THE BUILDING DESCR I BED I N THE APPLICABLE PURCHASE ORDER GC I Gan ar cam) Con 6 t r uc t or e , Inc _ 1 O/27/97 AND SHALL BE MODIFIED. REPRODUCED. O � CUSTOMER DRAWN BY OTHER DR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR R A Or 1 oh do Soh f or d A I r por t p WRITTEN APPROVAL OF VARCD-PRUDEN BUILDINGS. METAL fiU1LDllJG N.4NUFAC7UBII�S AS SOC1ATllIN, ,,,aaaAAA THE GENERAL CONTRACTOR AND/OR ERECTOR I S SOLELY RESPONSIBLE FOR ACCURATE. GOOD DUALITY. WORKMANSHIP IN ERECTING THIS BUILDING IN LOCATION Sohford, FL. CHKD. BY CONFORMANCE WITH THIS DRAWING. DETAILS VARCO-PRUDEN PROD. NAME REFERENCED IN THIS DRAWING. ALL APPLICABLE VARCO-PRUDEN ERECTION DETAILS AND ALL INDUSTRY 2754-Orl oh do`_onf'ord BUILDINGS STANDARDS PERTAINING TO PROPER ERECTION. PG SCALE BLDG. NAME Air- Cargo Bu l I ding - SSR INCLUDING THE CORRECT USE OF TEMPORARY BRACING. �j '37