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HomeMy WebLinkAboutBUILDING PLANS 21 -300000000'�'. 1 2 3 4 5 6 01 8 METAL ROOF DECK SEE STRUCT NOTES _ M Ie 1/4' X 4" X REQ'D 18 GA METAL RIDGE CAP L 3" X 3" X 1/4" H/ (2) 5/8"0 BOLTS W/ 91 'TEK' SCREWS a 16' O.C. BETWEEN TRUSSES e EACH SIDE OF RIDGE 3 5/8' - 18 GA. METAL - STEEL TRU55 - SEE METAL ROOF DECK �— SEE STRUGT.NOTES STUDS 0 16" O.G. 3/16 TRUSS ELEVATIONS 3/16 14 GA. RUNNER - WELD i TO CONTINUOUS STEEL IE I. \ p IE 1/4" X 14' X CONT. p _ - _ i WELD TO TOP FLANGE OF STEEL BEAM I/4 - i 1/4 3 ®12 14 GA. RUNNER 8" 16 GA. 'OEE' PURLIN SEE PLAN K G" X 18 GA METAL STUDS 0 16" O.G. 1/4 — I`4J BRACING 0 36, O.G. NOTE: 18 GA. METAL STUD BLOCKING BETWEEN EACH J015T NOT SHOWN FOR CLARITY. J Jl DETAIL J4 DETAIL J8 DE 1"=1'-O" 1"=1'-O" 3/4"=1'-O" HI F E E1 DETAIL Li STL. TRt, TRU55 E G METAL STUD TRUSS 14 GA GUSSET Ill 14 GA. RUNNER ATTACHED TO ROOF 6' X 14 GA. RUNNER INVERTED DECK H/ #12 TEK' SCREWS 0 12" O.G. - ATTACH TO DECK W/ 012 'TEK' STAGGER EACH SIDE SCREWS 0 12" O.G. METAL ROOF DECK - SEE STRUCTURAL NOTES STEEL JOIST - SEE PLAN SHEET $12 FOR 517E r x O'-6" IRI NOTE: PERPENDICULAR BEAM SHOWN REMOVED. A Al DETAIL 1 2 3 E4 DETAIL NOTE: GONTII AT 4' METAL STUD TRUSS METAL STUD BLOCKING 14 GA. GUSSET F- 14 GA. RUNNER ATTACHED TO ROOF DECK H/ e12 TEK' SGREH5 0 12' O.G. METAL ROOF DECK - SEE STAGGER EACH SIDE STRUCTURAL NOTES METAL ROOF DECK - SEE STRUCTURAL NOTES ! - - -- - - - - - STEEL JOIST - 5EE PLAN SHEET 512 FOR SIZE L6"X4"X5/16" N.S. 4 F.S. L G" X 4" X SAG' (LLV) CONTINUOUS LINTEL AT G" COLUMN BRICK VENEER - SEE ARCH.DHG5. STEEL COLUMN - SEE PLAN FOR 517E 9 E8 DE FAIL 1/4, 114" BAR J015T OR i 5TL. ANGLE, SEE PLAN 1/4' 1/4' i C4pi METAL ROOF DECK - 5EE _ STRUCTURAL NOTES W BEAM - 5EE PLAN FOR 51ZE 1/4' ,STIFFENER PLATE e 4'-0" Q.G. EACH SIDE L4"X3"X1/4'LLV TRUSS TR-I 6" - 16 GA. METAL STUDS BRICK VENEER - SEE 0 16" O.G. BETWEEN TRUSS ARCHITECTS DRAWINGS WEB MEMBERS / 14 GA. RUNNER // TRI55 BOTTOM CHORD 3/8" X 19 1/2" X CONT. STEEL PLATE W BEAM - SEE BEAM i SCHEDULE FOR SIZE J11 I DETAIL 3 5/6" - 18 GA. METAL STUDS O 16" O.G. 14 GA. RUNNER ATTACHED TO ROOF DECK H/ 012 TEK' 5GREW5 0 G" O.0 STAGGER EACH SIDE L 3' X 3" X 1/4" KNEE BRACE 0 48' O.G. STEEL JOIST - SEE PLAN SHEET 512 FOR SIZE 114" T �L5x5xi/4', MINIMUM GUSSET fE 1/4" x REQUIRED Ell DETAIL GRID NOTE: 18 GA. METAL STUD BLOCKING BETWEEN SHOWN Ft GUSSET M X REQU15 CONN. it X REQV PLAN A4 DETAIL A8 DE TAIL All DETAIL 1 1/2 r-O" 3/4"=1'-0" Y Y e. 7 MATERIAL KEYING LEGEND OMEIZ5WIF OF 00CL1i 75 This document and the Ideas and designs incorporated heren, as an nstrwnerx of professional service, are the property of GARY KNIGHTON, P.E. and are not to be used in whole or n part, for any other project without the written authorization of an author zed repreeeniative of GARY KNIGHTON, PE. Unauthorized use will be prosecuted to the fullest extent of the low. K e,. J H e 1 1/2" METAL DECK, SEE PLAN i I D ' No. REVISIONS/ SUBMISSIONS Date STEEL ROOF JOIST - SEE PLAN FOR SIZE -- GUSSET IL 1/8 x AS - _-- Y---� - 5HOHN FASTENED H/ 012 TEK SCREWS CEILING LINE -^-�--- , 6" - 18 GA. METAL STUD a design build company W/ 14 GA. RUNNER BO WEST 990 SOUTH, BR OHAM CITY, UTAH 84302-678 (801) 734-6407 .ROB NAME (2)/'4BOLTS W/ I 1/4' MIN, EDGE FLYING J TRAVEL PLAZA DISTANCE SAINT LUOIE , FLORIDA DRAWING TITLE H BEAM - SEE BEAM FRAMING SOWED. / 52.1 FOR 517E DETAILS METAL STUD WALL - SEE SEAL DRAWN PROJECT NO. ARCHITECTS DRAWING '- KNiC ES. MANGL3-1 FJ15-035 " STEEL TRUSS -SEE TRU55 A.t' 'y -- �'" CHECKED GAD Plle No. ELEVATION G8/542 car Z Q. WNITAKER 208_35 + : * >t > REVIEWED DRp,WING NO. 9`. G. KNIGHTON S32 DATE SEPT. 5, 199T ' -5-47 SCALE 10 18 AS NOTED 14 2 STIFF It 1/4' X REQ'D M NEAR 4 FAR SIDE L W BEAM - SEE BEAM SCHED. / 52.1 FOR 51ZE GAP It 1/2" X 6 1/2' X 0'-10" _ K W/ (4) 3/4"4 A525 BOLTS TS COLUMN - SEE COLUMN SCHED. / 52.1 FOR SIZE NOTE: WALL FRAMING ABOVE BEAM NOT SHOWN FOR CLARITY J J1 DETAIL v 114 STEEL TUBE TRUSS WEB AND TYPICAL , BOTTOM CHORD - SEE U4 EA. 51DE B.U. BAR TO TRUSS ELEVATIONS FOR SIZE OF COL. BE REI-IOVED 9 MIN. I!4 TYPICAL TYP. 9 MIN. 1/4 OF GIOL. W BEAM -WHERE OCCURS - SEE BEAM - COPE BEAM WEB A5 REQV — — _ _ — — — — SCHEDULE FOR SIZE AND WELD FLANGE TO WEB — — — — — — — — Zn AND BOLT SPACING I I FOR NUMBER OF BOLTS SEE BOLT SCHEDULE CONN. T - SEE BEAM SCHEDULE FOR IE THICK. TYP. I I 3/8" I I W BEAM OR GIRDER SEE PLAN / 512 L 6" X 6" X 3/8" X REQb 0 MOMENT FRAME BEAM I I SEE PLAN 512 FOR LOCATION I I W COLUMN - SEE TS COLUMN -SEE COLUMN SCHEDULE ---= " COLUMN SCHEDULE — —J I I I/2' MIN. I/FOR SIZE FOR SIZE -DOUBLER It 3/8" 3' O" MAX. 2 112° EACH 51DE OF T5 COLUMN (SEE ARCH) J4 DETAIL J8 DETAIL REAM HIP TRUSS S%. ROOF JOi5T, If I/4" x x REQ STIFF iI/4 X REQ D SEE PLAN H SEE PLAN W/ "X-5/8"8" 4 BOLTS S \` NEAR 4 FAR SIDE 1/4 4 OF W BEAM 14 EE SCWED. SFOR \ SHEET s2. SIZE \ TOP OF BEAM O SEE! OI 6 1/4 W BEAM - SEE /4 PLAN FOR SIZE \ `-- T5 COLUMN -SEE CONN. IE - SEE PLAN FOR SIZE BEAM SCHEDULE FOR It THICKNESS AND BOLT SCHEDULE BASE if 3/8" X REQ U FOR BOLT 51ZE 4 QTY, 1� W/(4) 3/4"4 A325 BOLTS F / TOP OF BEAM_ W BEAM - SEE --�_I Mr SEE SCHEDULE {T PLAN FOR SIZE N4FS TYP. GUSSET IE 1/2' X REQ'D GTR'D ON W BEAM WEB STIFFENER IE 1/4"--- r-- X REQUIRED NOTE: BOTH BRACES SHALL BE INSTALLED PRIOR NOTE: 18 GA. METAL STUD BLOCKING BETWEEN EACH J015T TO LOADING BEAM ABOVE. NOT SHOWN FOR CLARITY. e E1 DETAIL E4 DETAIL _ METAL ROOF DECK - SEE STRUCTURAL NOTES STEEL TUBE TRU55 D TOP CHORD W I(3) X 8"0 T / W/ (3) 5/8"4 THRU BOLTS I ' 3/16 3Ji6 I I G NE5TED 'GEERIDGE BEAM SEE ROOF FRAMING PLAN I AI/51.3 FOR 51ZE I I II \ I i MG 8 X 18.1 BETWEEN METTAL 'GEE' ROOF J015T I B TRU55 TOP CHOR05 SEE ROOF FRAMING PLAN AI/5I.3 FOR 51ZE 346 IE I/4' X REQUIRED W/ (S) I/2"4 THRU — BOLTS W/ WASHERS - NOTCH ROOF - DECK FOR T CLEARANCE Al DETAIL A4 DETAIL �7 TS BRACE - SEE 5CHED. SHEET 52.1 FOR SIZE MC 8 X 181 BETWEEN TRUSS TOP CHORDS - LOCATE BELOW ROOF VALLEY 0 OVERBUILT AREA 10 I I 12 13 14 9 MIN 9 MIN. CONN. T - SEE BEAM SCHEDULE FOR 51ZE STEEL TUBE TRU55 W BEAM -SEE BEAM SCHEDULE FOR SIZE TOP CHORD -SEE CONN. ip - SEE BEAM TRUSS ELEVATIONS SCHEDULE FOR It THICKNESS TYPICAL 1/4 W BEAM - SEE BEAM Z Z EA SIDE SCHEDULE FOR SIZE OF COL. 1/4 TYPICAL I/4 EA. 51DE — to OF COL,- 1 I - I- w T5 COLUMN - SEE - — z 82 SEE BOLT COLUMN SCHEDULE IL SCHEDULE FOR SIZE i v 1/4 11/2" TTP. I L 6 X 6 x 3/8 x REQ'D WELDED COL. 4 BEAM I I LU 9 12" I I/2" MIN. DOUBLER IE 3/8° iU EACH 51DE OF T5 COLUMN J11 DETAIL COL., LAN I I i I I I I I I I I I W X 1 5/8" - 16 GA. COLLAR I I TIE 0 J015T MIDSPAN GUSSET T 1/4 X AS REQ C I I / I I FASTEN E TO EACH JOIST 1 W/(8)012 'TEK' SCREWS (MINIMUM) 1/4. E8 DE m Ell DETAIL L 3" X 3" X 1/4' X CONT. BETWEEN OUTRIGGERS --� GABLE END STEEL TUBE TRUSS METAL ROOF DECK - SEE STRUCTURAL NOTES STEEL TUBE TRU55 TOP CHORD. 3-I2 \ \ 2-18 2-18 8' 'GEE' OVERBUILD JOIST SEE ROOF FRAMING PLAN STRUCTURAL NOTES 5Ez /z/-5ETHEE-N JOISTS AI/513 FOR SIZE 4 SPACING' L 5" X 3" X 1/4" LLV _ r3/16 BETWEEN JOISTS � 6 31I �— {IQ TO G NOTE: METAL ROOF DECKJNOTSHOWN FOR CLARI A8 DETAIL STEEL TUBE GABLE END TRUSS - SEE —� TUBE TRU55 ELEVATIONS W BEAM - SEE BEAM SGHEDULE SHEET 92.1 FOR SIZE All DETAIL 10 I I I 12 METAL ROOF DECK - SEE _�— STRUCTURAL NOTES METAL ROOF J015T - SEE ROOF '— FRAMING PLAN AI/51.1 FOR SIZE 3 5/8" - IS GA. METAL STUD BRIDGING 0 COLLAR TIE THIRD POINTS MATERIAL KEYING. LEGEND a L K H 6 OWNERSHIP OF DOCUMENTS This document and the ideas and designs Incorporated herein, as an instrument of professional service, are the property of GARY KNIGHTON, P.E. old are not to be used In d4ole or in part, for my other project without the written authorization of an authorized representative of GARY KNIGHTON, P.E. Unouthorized use will be prosecuted to the fullest extent of the law. Copyright O 1991 by: GARY KNIGHTON, P.E. D � No. REVISIONS/ SUBMISSIONS note - G --CAP ♦L" 1/4" -EACH _ END OF OUTRIGGER a design build company TY 50 WEST 990 SOUTH, BRIGHAM CITY, UTAH 84302.878 (801) 734-0407 JOB NAME I!4 FLYING J TRAVEL PLAZA TS 8" X 2" X 3/16" SAINT LUCIE , FLORIDA OUTRIGGER 0 6'-O' O.G. VRAWINl6 TITLE B MAXIMUM FRAMING DETAILS SEAL / DRAWN PROJECT k0. SEE ARCH. CNL°GKED GAD laile No. Q. WHITAKER 208_36 y n � _ s REVIEWED DRAWING NO. T ? G. KNIGHTON S3m6 .. \niS OR0 r' DATE = REO ti N;irr I 5EPT. 5, 19q-T � SCALE AS NOTED II Of IS I � � 12 1 1/2F TS 443/16 T5 Gx4x5/16 K 6 in E.O. TK55 111'-O" I — 3" J Jl TRUSS ELEVATION E El TRUSS ELEVATION NOTE: ALL MEMBER5 5HOHN ARE T5 4x4x3/16 r A Al DETAIL 1 1/2"=1'-O" I 2 TS 6x4x5/16 TS T5 443/16 i 40'-q 3/4" - TR-I -- --- I - -- -- 44'-9 3/4' - TR-3 IL BA. TRU55 Ill'-0" 0 �— T5 443/16 T5 bx4x5A BA. \— Ill'—f 20'-I I/8" ` T5 4x4x3/16 3„ 4--el 24'-4 1/8' A4 DETAIL i 1/2"=1'-0" 3 11 C=7 i T.O. TRU5`4 OPP. T.O. TRUSS a GRID N - JLl LLl• V 0 v kf Tf Ill'-O" 4'-q 1/2" J8 TRV NOTE: SEE ROOF FRAMING PLAN FOR LOCATION OF TOP CHORD EXTENSIONS ® EACH END OF TRU55 T5 ox4x3/I 12 1 I/� T5 6x4x3/16 T5 4x4x3J16-----1 E8 N I 12 1 I!2 / / / / f / / / / / / 1//4 A8 DET 1 1/2 '1 8 0 12 T5 4x4x5A6 6x4x5A6 ' r I AS 54] 2 TS 6x4x5/16 �7 I/2 I � T5 6x4x5/I T5 446/16 I / / A4 54.1 Al ,� 54.1` T5 4x4x'5A6 TSE 20'-4 1/8' 20'-4 1/8" TS 4x43/16 40'-q 3/4" ELEVATION - TRI NOTE: CENTERLINE SOF ALL:TO SS MEMBER5 `'4.1 SIM. ARCOINCIDEA5 WN / 11/2 / _ ---� I-T.O. TRUSS 12 1/2 A47-11 54.1 SIM. / T5 6x43/I6 ] TS - SEE ELEV TS 443/16 I I I 1/4 : T5 4x4x3 Ib I NOTE: SEE TRU55 ELEV. I FOR CORRECT MEMBER SIZES. 11'-0I/2" 1/2' 4' 4" 4 e 1/4 / TS -SEE ELEV / I � I � � I I I I T5 - SEE ELEV 1/4" END CAP -- Ell DETAIL I I/2n=1i—Ou T5 - SEE ELEV 1/4" END CAP All DETAIL 1 1/2"=1'-O" I I 12 i 4'-q I/V M I L J I I 1/4 F 1 I I TS - SEE ELEV I ---- -- --- B.O. TRUSS OWNERSHIP OF DOCUMENTS Thle document and the ideas and deagns Worporated hereln, ae an Inetrumern of profsaalonal 5arvice, are the property of GARY KNIC44TON, P.E. and are not to be uxd in whole or in port, for any other project without the written authorization of an authorized repreeentative of GARY KNIGHTON, P.E. Unauthorized use will be proaecuted to the fullest extent of the lay. Copyright O 1"'? by: GARY KNIGHTOR P.E. 13 No. REVISIONS/ SUBMISSIONS Date / / 1/4 L2U2x21/2x1/4 x CONTINUOUS I/4 a design build company I/4 60 WEST 980 SOUTH, BRIGHAM CITY, UTAH 84802-678 (801) 734-e407 SOB NAME FLYING J TRAVEL PLAZA 1/4 SAINT LUOIE , FLORIDA TS -SEE ELEV B DRAWING TITLE TRUSS ELEVATIONS AND DETAILS B.O TRU55 SEAL DRAWN PRO-JECT NO. ur-o" B. MANGLIM FJ15-035 v a ) a CHECKED Q. WHITAK:ER GAD Pile No. 208_41 G. IGNIG14TON DRAWINe NO. DATE SEPT. 5, 1991 V SREI],E lll gS S4w 1 IL Of 18 SCALE NOTED ICE L K 2 5 8'-5 I/2" 17 NOTE: ALL WEB MEMBERS TO BE (2) 3 5/8' I8 GA. TYPE V METAL STUDS 6" 2r-O" I ADeP�� ' 113'� T.O. TRUSS I w 1 � m Q) 6" - 16 GA. TYPE 'J' METAL STUDS B.O,TRUSS TRU55 + 1 112'-I 1/8" (2) 3 5/8' - 18 GA. TYPE 'J' STUDS I 112'-I 1/8" F E G MANSARD TRUSS MTR-1 18 GA. TYPE 'J' 5TUD5 NOTE: ALL DIMENSIONS SHOWN TO BE COORDINATED WITW ARCHITECTURAL DRAWINGS AND FIELD VERIFIED PRIOR TO FABRICATION NOTE: /! ALL O MEN51ONS SHOWN TO BE COORDINATED WITH ARCHITECTURAL DRAWINGS AND FIELD E4 VERIFIED PRIOR TO FABRICATION. 3' i2 r_- / ' I \• 1 W i j (2) 3 5/8" - 18 GA. TYPE 'J' STUDS \ \\ TO. TRU55 i (2) 3 5/8" - 18 GA. TYPE 'J' 5TUD III'-9 514" � 1 r r B.O. TRUSS i, NOTE: 1 ALL WEB MEMBERS TO BE ( 2) 3 5/8' IS GA. TYPE 'J' 5TUD5 1'-2„ 14'-5" 1. 4'-S" MANSARD TRUSS MTR-2 2 I 5 1 4 1 5 0 T cn i- i7 MATERIAL KEYING LEGEND I M r I ALL Dit?C NS 5HOWN TO BE COORDINATED WITH AR:: ;TURAL DRAWINGS AND FIELD (;R� VERIFIE( )R TO FABRICATION. >q All 53S L 12 , E4 r 33 GP aD N ( NOTE: ALL WEB MEMBERS TO BE (2)-3 5/8" K T.O. ._TRUSS w Ell 18 GA. TYPE 'V METAL STUDS ill.3/4" �'/4" �� 3 (2) 6" - 18 GA. �. 5 TYPE 'J' STUDS— B.O. TRUSS k --- — 6" - 18 GAGE STUDS —1101-1-1/$" y- (! 3 5/8" - 18 GA. TYPE V 5TJD5 0 16" 00. EB SIM. 3 W 6 X 25 GIRT ORIENT AS SHOWN BETWEEN COLUMNS L 2 1/2" X 2 1/2" X 1/4" X REO'D / I AT TRUSS LOCATIONS 3/16 G8 NOTES. U ALL DIMEN510', FIELD VERIFIi. 2) ALL WEB MB-' 3) PROVIDE BR1 TRUSS LOCA'T NSARD TRUSS m MTR-3A BE COORDINATED WITH ARCH. DRAWINGS AND OR TO FABRICATION, TO BE (2) 3 5/8" - 18 GA. TYPE V STUDS. 5 SHOWN AT ALL MTR-i AND M7R-3 METAL STUD —T E4 d T.O. TRU55 i9 (2) 6" - IS GA. TYPE 'J' STUDS BA. TRU55 J — J' -- ' IIO'-1 11818" � (2) 3 5/S" - 1S GA. TYPE 'J' STUDS LU i 6'-2 1/2" 12 i I � � I 2J 3 5/8" - 18 GA TYPE 'J' STUDS i i i SEE ROOF FRAMING PLAN FOR -- (2) 3 5/8" - IS GA. TYPE 'T ROOF J015T ODNFI6URATION5- MTL STUD BRACE AT MANSARD LOCATIONS -- 6" - 18 GAGE BLOCKING BETWEEN WALL STUDS -- 6" - 18 GA. TYPE 'J' 16 MTL STUDS 0 " O.G. 6'-5 114" 6'-2 1/4" 12'-10 1/2" a e 1/4" F OWNERSHIP OF 00CUMENT5 This document and the Ideas and designs Incorporated herein, 0e an Instrument of professional xrvlce, are the property of GARY KNIGI.ITON, P.E. and are not to E m be used in whole or in part, for any other project without the written authorization L r of an authorized repreeentatNe of GARY KNIGNTON, PE. Unauthorized use will be prosecuted to the fullest extent of the low. GopTk it O 194T by: GARY KNIGHTOR PE. a design build company 50 WEST 990 SOUTH, BFUGHAM CITY, UTAH 84302-878 (801) 734-6407 ;B NAME FLYING J TRAVEL PLAZA SAINT LUCIE , FLORIDA RAWIN6 TITLE TRUSS ELEVATIONS CAL DRAWN PROJECT NO. B.MANGUM FA95-035 CHECKED GAPS File No. Q. WHITAKER 208._42 REVIL°WLD DRAWIN6 NO. G. KNIGHITON . DATE SEPT. 5, 1c19-J ALA 13 Of 18 •�i AS NOTED h - A (d . FA Y M I LTOP OF -ro 11 L I III %Z�y51M. K I FIN1514ED FLOOR EL. = 100'-0' I `' Jl FRAME E I LEVATION ON GRID 'T TOP OF n GOLIM EL136. 1 e El FRAME- ELEVATION ON G 1/4' = I'-0'. 3 TOP OF GOLUI IN EL. = III, 0 3/4' B-I D a�j- TOP OF BEAM Al t 51M. I c ,I RID '4' B I 1 FINISHED FLOOR EL. = 100'-0" I Al FRAME ELEVATION ON GRID 'J' I 2 3 4 Co � 5-2 5 M 5_3 7 e-31 8 q e-aa a TOP OF COLUMN, AI 3' SIM. v 10 12 13 14 OF BEAM 12 s 13 )SIM, g v TOP OF COLUMN EL. = 116'-1 3/4" F n M MATERIAL KEYING LEGEND M L. 11 j I H C7 — f1 F OWNEP514IP OF DOCUMENT5 Thls document end the Weds and designs incorporated heron, as an instrument of profeesional eervfce, are the property of GARY KNIGHTON, P.E. old are not to E be used in whole or in port, for any other project wMhout the written authorization L of an authorized representative of GARY KNI041TON, PE. Unauthorized use will be prosecuted to the fullest extent of the law. Copyright O 199l by: GARY KNIGHTON, PE. D No. Re/!SIONS/ SUBMI5510N5 Date w a des qn build c®mpC1 60 WEST 900 SOUTH, BF11I AM CITY, UTAH 84302-878 (801) 734-6407 JOB NAME FLYING J TRAVEL PLAZA SAINT LUCIE , FLORIDA DRAWING TITLE B FRAME ELEVATIONS SEAL DRAWN FtROJEG7 NO. B. MANGUM FJ95-035 — KN '==� CHECKED CAD Pile No. Q. WIHITAKER 208_43 * > REVIEWED DRAWING NO. �1. , ¢ G. KNIGI-ITON s�iSlOR1.. ' Ildt, DATE S4m3 SCALE A5 NOTED 14 18 of — yrq zG'v TOP OF COLUMN EL. = 113'-11 1%4" L lip ;51M . K FINISHED FLOOR J J1 FRAME ELEVATION ON GRID 1'-0" H -7-011-10 �� B-51 TYF. 01I III III I �II f N 0 'ME ELEV TOP OF COLUMN EL. = 116'-'1 3/4" TOP OF BEAR E10 FRAME EL ATION ON GRID W EVATION ON GRID U r r MATERIAL KEYING LEGEND TOP OF BEAM EL. = 164 1/4" M L K J H irm OWNERSHIP OF DOCUMENTS This documenrand the ideae and desk;* incorporated herein, as an Instrument of profeesional service, are the property of GARY KNIG14TON, P.E. and are rot to be used in whole or n part, for any other project without the written authorization of an authorized represenioWe of GARY KNIGNTON, F.I. Unauthorized use Will be prosecuted to the fullest eutent of the law. Oopyrot 0 Igq'I by: GARY KNIGNTOR P.E. n 1 Y No. REVISIONS/ SUBMISSIONS Date q a design build company g i 50 WEST 900 SOUTH, BRIGHAM CITY, UTAH 84302-e78 (801) 734-6407 JOB NAME FLYING J TRAVEL PLAZA f SAINT LUCIE , FLORIDA DRAWIN6 TITLE 8 � FRAME ELEVATIONS SEAL DRAWN PROJECT NO. B.MANGUM FJ95-035 / = CHECKED CAD Mlle No. l Q. WHITAKEiR 200_44 h, Q5 in". REVIEWED DRAWIN& NO. G. KNIGIaTON S 4 4 A DATE 5EPT. 5, Iqq� A -T N Nj1I SCALE Of IS A5 NOTED — ..- , 2 3 0 '1 12 13 L K J H NOTE: ALL DIMENSIONS SHOWN TO BE COORDINATED WITH ARCHITECTURAL DRAWING5 AND FIELD VERIFIED PRIOR TO FABRICATION. G G1 i/2u = li-ou F t E J G TRUSS BEARING li�l3'-10" MANSARD TRUSS MTR=4 EL.= HIP TRUSS HTR-1B 2 3 12 i i 2) 3 5.!8" 18 GA. TYPE 'J' 5TUD5 (4) 6" - 16 GA TYPE 'S NESTED STUDS 0 5 T.O. TRUSS �I II 1 I (2)G"-18GA. TYPE 'JSTUDS I� 1t I1 I 1 B.O. TRU55 111'-2 I!4" — NOTE: ALL DfMEN51ONS SHOWN TO BE COORDINATED WITH ARCHITECTURAL DRAWINGS AND FIELD VERIFIED PRIOR TO FABRICATION. 0 3TUD5 't 12 ry n G8 HIP TRUSS HTR-1A 1/2" = 1'-0" NOTE. ALL DIMENSIONS SHOWN TO BE COORDINATED WITH ARCHITECTURAL DRANIN05 AND FIELD VERIFIED PRIOR TO FABRICATION. _TT..O. TRU55 (2) 6" - 18 GA. TYPE V STUDS NOTE: ALL DIMENSIONS SHOWN TO BE COORDINATED WITH ARCHITECTURAL DRAWINGS AND FIELD VERIFIED PRIOR TO FABRICATION. s 12_ 5 E4 , (2) 3 5/8" - 18 GA. TYPE 'X STUDS a nr-0 - 1 2) 3 5/8 - I GA TYPE J 5RJD5 E8 GUSSET f(_ 114 TRUSS 33 X REQUIRED A8 HIP TRUSS HTR=2 1/2" = V-On . NOTE: ALL WEB MEMBERS TO BE (2) 3 5/8" 18 GA. TYPE 'J' STUDS, U.N.O. 16'-8 3/4" 12 (2) Co" - 18 GA. TYPE 'J' STUD5 GUSSET fE 1/4" X REQUIRED 13 m MATERIAL KEYING LEGEND M L K .J G F CHNERSWIF OF 00CUrIENTS Thle document and the idaas and deelgns Incorporated haralm, as at Instrument of professionai service, are the property of GARY KNIGHTON, F.E. and are not to be used In whole or In part, for any other project without the written authorization of an authorized representative of CARY KNIGHTON, F.E. Unauthorized use will be prosecuted to the fullest extent of the law. Copyright O 111n by: GARY KNIGHTON, P.E. No.-J REVISIONS/ SUBMISSIONS Data -- 04G !build a desigcompany LL" 60 WEST 990 SOUTH. BRIGHAM CITY, UTAH 84302 678 (801) 734 6 07 JOB NAME FLYING J TRAVEL PLAZA SAINT LUCIE , FLORIDA DRAWING TITLE 8 ' TRUSS ELEVATIONS SEAL DRAWN PROJECT NO. ' B. MANGUM FJ15-035 jr .fCJ�// - G+iEGKED GAD File No. p ; , 1Ff Q. WNITAICER 2Q8_45 / -(' REVIEWED DRAWING NO. + / G. KNIGHTONm5 f� DATE S 4 SEPT. 5, 199 i SCALE AS NOTED &3 I 1 1 2 NOTE: ALL DII'ENSIONS S410WN TO BE COORDINATED WITH ARC441TECTURAL DRAWINGS AND FIELD VERIFIED PRIOR TO FABRICATION i A' E4:kN e I ;�s (2) 6" - IS GA. STUDS 1`2) 3 5/8" - 18 GA. TYPE 'J' STUDS TYP. s I U.ND. sa 6 GUSSET T 1/4" I •' sn x REQUIRED ' r B.O. TRU55_ (2) 3 5/8" - 18 GA. TYPE 'J' 5TUD5 E Lrli2'-I-I i%B -- (2) G" - 18 GA. TYPE 'J' 5TUD5 EB 0 3. V AN* G G1 HIP TRUSS HTR-3 3/8" = 1'-0" DTOP OBEAM 1 G FIN15WED FLOOR IT EL. = 100'-0" Al FRAME E 1/40 - 1'-01 I 2 LEVATION ON G 3 RID 'G' 5 M T.O. TRU55 EL.=124'-3 3/ 'T M 4'-10 5/8" I I 12 13 14 MATERIAL KEYING LEGEND 4'-10 5/8" L 4'-10 5/8" P_4• k M I I I _�__T��O_P OF TRUSS -EL =2l'-6-1/47 r I I l I/2 12 F r % I r! f iV 4 I 1/4 Tl"P,. I mI m r M x y, / x' xl d x N IN BOTTOM OF TRU55 T 4" �,, ,�� x �,/Ig^ EL. = 111 -O 3/4"'- J8 TRUSS ELEVATION - TR-5A 5 1,-4 TOP OF TRUSS EL_ = 121'--G 1/4"'F BOTTOr_I OF TRU85� EL. = 114'-5 1%8" E8 TRUSS ELEVATION - TR-513 3/8" = I'-0" , � r m B.O. TRU5° III'-O" END OF TRUSS 4'-9 1/2" A8 114" = 1'-0" 8 4 /8" 5'-0" 5'-0"' S' O" O" 5'-0"le 5'-4 7/8" 40'40'-9 3/4" , JSS ELEVATION - TR-2A 3" 4'A 1/2" I-4 L K J Im w F I OWNER5NIP OF DOCUMENTS This document and the ideae and designs Incorporated herein, as an Instrument of professional service, are the property of GARY KNIG14TON, P.E. and! ore not to be used In whole or in part, for any other project without the written authorization of an authorized representative of GARY KNIOWTOR P.E. Unauthorized use will be prosecuted to the fullest extent of the law. Copy of 0 1991 by. GARY KNIGNTON, PE. a design build company 50 WEST 880 SOUTH, BRAM CITY, UTAH 64302-678 (801) 734-6407 JOB NAME D GRID FLYING J TRAVEL PLAZA SAINT LUCIE FLORIDA DRAWING TITLE TRUSS ELEVATIONS SEAL DRAWN PROJECT NO. / B. MANG1JP1- FJ95-035 CHECKED GAD File No. f17A �y>O` Q. WHITAdCER 208_46 REVI£WSP DRAWING NO. G. KNIGNTON V ATE 5, 199 1 S4m6``i SCALE'. 1'I Of IS G} -�I1 q 1 AS NOTED -- 'J r0 �Wbsw!_`..idettWr T < t �iF W ��%pU try Y c y ` .vlae.tNv [:, ! 4. .m •V..IIR. LU' v:w.taW..- •7", ��'A'YY®WI. !L'Iihm1V. 4. N4 i"A��1'�k 7fc LW �. - ^was u - 1 O, W L t, �vuoq -.�. L. J C� E rig E 2 REFER TO LAW& SCALE FLOOR PLAN Ab/A22 0 FOR 11418 AREA ®LAUNDRY _. V - jx_ QIYnLJ HG'•1b1 1 3B IYa . B© — 10b. �xsI.� i HOOK 78 IH q©J•za 126-I9 1uG-wa 12G WALL ,WER E� APA I • I6-36 HG-il UE-I, UO-1'I UD Ib I --- D dG-B NG 6 n MENS NALL • ' � � Qrw-e © 114-28 �j B Cz s - -- WOMENE, Q UA-13 p N- T_ J 14C-31 14D-31 - r EXT. IN BREAK GLASS CASE GI A41 GAME ROOM (O6 ® EATING AREA 11, TF , FTT LAUNDRY I (D8G — BG-II OF:rICE® 10 I 11t7 12 H RA o f ❑ L 01b. FIRE EXT. R! FFER TO LINE OF ROOF ABOVE -- IN BREAK GLASS BANQUET REFER 70 LAl rE SCALE C LARGE 8CA1E FLOOR FLOOR PLAN AVA21 I - C Cb01 FOR THIS ARE A�a� — --- — -- ---� © -- 4 5® -20 31A-9 . N(f-ID Q449 MAINTENANCE B•s1 _ ® - -- - 4 STORAGE -JAN. -- _ _ ❑F 23 ELECT.' i = MECH. ,. �, 1AIA (01 L COFFEE 11 - - I -- - - F KS ❑ ') 11STORAGE DISH. COUNTERI -- I POOR TO A1.4 MEZZANINE ®_._ HG-78 1 _ GI LE ❑ - _-- ABOVE 101b. IRE A8.4 3 EXT. V - H00% I fib . -17 b-51 [_7J.— WALL I IIIC I EXT. ON --- I , IDI-55 NG- 4 - \ — 0-45 4m EETING`� - o . QB 50 ----I BREAK OFFI b fiE i. ' �- GBI � © E IP. .ANS - - --- - ET 1 s � ,-�--r ' AC TI E IP. o eooe— 'r — — IN t�I� � © -- I ❑J G14E' II 11 E _ JI I BUFFET --- - C OU ENS. _ r p P - dai FREEZER LI — — zo•41 KTr-- -- i _ . I wAITRES - A1Y_ MIENS,, F I O011�tt I STATI - STORAGE � _ =i_ �.� � ® RESTAURANT FE 19 - --___ 00 LTWALL fM — DI OGLER � _ � 00 i �; 30 I FURNITURE AND FINISHES - — r --- SEE �F' SHEETS FOR _ --. n -43 DETAILS. — -- 21 - - — —__ - .-- i CENTER COOLER DO -- "� — -- �'� �� IN SPACE PROVIDED LER 3T FOOD FLUSH WALK-IN COOLER �- 1, — J EKI FRONT WITH WALL FRAMING DIC _ J _ -� �J - r- - --- - a L_J I/ �i101b.FIRE EXT. IN BREAK -- GLASS AI/A85 CASE CASHIER AREA I GI 93 LJ���e3 FB Q DS LINE OF ROOF ABOVE- - ❑ a L— — I �IIi STAURAN FAST FOOD SEATING AI / r 138E AT.4 3T FOOD CC R E SHEET All R 1EI01b. FIRE N510NS 4 aTION EXT. IN BREAK GLASS �- CA5E u3-n JAN. HG-9 - z ®F 142 a ENS '' MENS I 13 1 NFER TO LARGE SCALE Q ( FLOOR PLAN AVA22 a i I FOR THIS AREA. 1 , 4k3- 414-b 1 ®� 11 24'44MASONRY COLUMNS, — -- -- TYPICAL T PLACES AI A93 F] 97 (� ' L- -4 -20' x 20, MASONRY -- SEE 'G' SHEETS FOR CONTINUATION OF CONC. WALKWAY — — I COLUMN, TYR 9 PLACES. Db AT.4 WAITING AREA VEST. 38-65 igA 9-63 r---J OF CONC. WALKWAY _'G' SHEETS. 13 Ll FACE OF FRAMING al ❑N (2) WIND0415 IN DORMERS ON ROOF, SEE SHEET A31 t 11 FACE OF FRAMING — C�1 A4U n� MATERIAL KEYING LEGEND L K E l� [ No. REVISIONS/SUBMISSIONS Data C a design build company 50 WEST 990 SOUTH, BRIGHAM CITY, UTAH 84302-878 (801) 734-6407 JOB NAME FLYING J TRAVEL PLAZA SANT LUCIE, FLORIDA DRAWING TITLE FLOOR PLAN E SEAL DRAWN PROJECT NO. s284 CHECKED SERIES � L15L-AI REVIEWED ' °DRAWING NO. A DATE ALI 09-04-91 SCALE 4 o 0 13� 14