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HomeMy WebLinkAboutBUILDING PLANS 41 - 50Irl 1 2 3 4 5 8 ( 10 11 ( 12 I 13 I 14 I GENERAL NOTES L r4 F E U C 19 CONC. TILE ROOFING SEE SHEET A6.1-_---- 1/2' ROOF BOARD SUBSTRATE — STEEL DECKING SEE STRUCTURAL FOR SPECIFICATIONS STEEL TRUSS SEE STRUCTURAL R-30 BATT INSUL. SEE SHEET A23 4 - SPEC. FOR DETAILS. STOP CONIC. ROOF TILE 9 2' BEYOND TOP - OF TROUGH WALL AND FINISH W/ SINGLE ` I -II PLY MEMBRANE SEE DETAIL 6 LINE OF TOP OF TROUGH WALL T-0- SINGLE PLY MEMBRANE ROOFING SEE SPECIFICATIONS RIGID INSUL. SLOPE TO ROOF DRAINS IN 1/4:12', 4' MIN. THICK- NESS w/ R-20 MIN R-vAL�i STEEL DECKING 92- ' j STRUCTURAL Ile - OPEN WEB STEEL JOISTS SEE STRUCTURAL STEEL BEEM SEE STRUCTURAL F I 3-5/W STEEL STUD a 16' O/C SUSPENDED FROM STRUCTURE BRACE AS REQUIRED 1/2' GD PLYWOOD — BACKING 5/8' TYPE X GYP. ` BOARD STEEL 1'RUS5 SEE STRUCTURAL DECKING RIDGE VALLEY t _ AIW5 SEE STRUCTURAL PLANS FOR ROOF GOI�IEGTION. STEEL DECKING SEE STRUCTURAL FOR SPECS STEEL TUBE TRUSS SEE STRUCTURAL 8' 20 GA. STEEL JOISTS @ 48' 3'X3'X5'L. CLIP ANGLE ib GA 1/6' FURRING CHANNEL PERP. TO JOISTS *24' O/C WOOD T45 CEILING SEE 'FF' SHEETS FOR MATERIAL 4 FN15H SPEC. 8' STEEL J015T 50LID BLOCKING M j FALSE WOOD TRU55 MEMBER BELOW WOOD CEILING COLOR AND FINISH TO MATCH TUBE TRU55 TUBE TRUSS MEMBERS, SEE 'FF' SHEETS FOR FINISH. I1fD'-sa' �IIIIIII IIFF-��--IIII ��I' STEEL BEAM SEE 5TRUCTURAL DRAWINGB'___' ID9'-G" 6' STUD TRACK SECURE TO BTM. OF BEAM 6' STEEL STUDS e 16' O/C — — \\ \ 5/8' TYPE X GYP. BOARD—�'- 3-5/8' STEEL STUD SOFFIT FRAMING \ \. ALUM. WINDOW SYSTEM SEE DETAILS A9 SWEETS - 5/8' TYPE X GYP. BOARD / SUSPENDED CEILING SYSTEM (SEE AID WOOD SILL SEE 'FF' SHEETS FOR MATERIAL PROVIDE SEISMIC BRACING R-19 TYP III BATT INSULw/ FOIL -FACE LAPPED " 6' STEEL STUD is 16' O/C W/ 5/8' 4 TAPED ON THE INTERIOR FACE OF STUDS ---- TYPE X GYP. BOARD ES. BRACE - AS REQUIRED 5/8' AC PLYWOOD W/ EXP. I RATING- 6' 5TEEL STUD s 16' 0/C _- ---------- 18 GA. 4' H. STRAP TO SUPPORT BOOTH TABLE 18 GA. 12' H. BLOCKING TO SUPPORT BOOTH TABLE - LUALL SEC A1.1 46.1 47.2 2 TION, RESTAURANT G 48L_E 1 3 4 AA f% 7 I a g 4' CONC. SLAB REINF. W/ FIBER MESH SEE PECIFICATIONS / 2' SAND OVER 6 MIL. POLY VAPOR BARRIER 6' COMP. SAND AND GRAVEL -- -_- - -- - UNDISTURBED 501L OR EN51NEERED FILL SEE CIVIL SHEETS__ I 12 13 AS 1T T.O. RIDGE / JOIST _ II 6' 5TEEL STUD 016' O/C W 5TEEL STUD TRACK SECURE TO BEAM --NOMINAL QUEEN SIZED BRICK VENEER STANDARD RUNNING BOND SEE ELEVATIONS --- ROW LOCK COURSE STEEL LINTEL, SEE STRUCTURAL PLANS L. 2 J C 2 E BRICK SILL ROWLOCK COURSE C No. REVISIONS/SU15MI5510N5 Date BRICK VENEER WEEP HOLES a 48' O/C 2' RIGID INSULATION a design build company 50 WEST 990 SOUTH, BRIGHAM CITY, UTAH844302-878 (80101) 734-8407 BLDG.FOUND FOOTING AND JOB NAME FLYING V TRAVEL I PLAZA FOUNDATION SEE STRUCTURAL ST LUCIE, FLORIDA DRAWING TITLE WALL SECTIOAI E RE5TaCURANT 4BLI`El SEAL DRAWN PROJECT NO. XP 8284 CHECKED SERIES L15L-A5 Ix REVIEWED DRAWING NO. .4 A DATE 9-8-91 SCALE 45 12 _ of -43_ 14 J I:5 I II t. 1= E J C 0 0 CONC. TILE ROOFING SEE SHEET A6.1 - --- 1/2' ROOF BOARD SUBSTRATE - �\ STEEL DECKING SEE STRUCTURAL FOR SPEC. STEEL TRUSS SEE STRUCTURAL R-30 BATT IN5UL. SEE SHEET A23 4 -_ SPEC. FOR DETAILS. PROVIDE TRANSITION FROM CONC. ROOF TILE TO SINGLE PLY MEMBRANE ROOFING is 12' BELOW TOP OF TROUGH WALL. SEE DETAIL LINE OF TROUGH WALL BEYOND RIGID IN5UL. SLOPE TO ROOF DRAINS is 1/4' : 12', 4' MIN. THICKNESS w/ R-20 MIN.R-VALUE SINGLE PLY MEMBRANE ROOFING SEE SPECIFICATIONS STEEL DECKING. SEE STRUCTURAL WALL ,44�.1 - rM r i --- 8' STEEL J015T SUSPENDED FROM TRU55 i 6 48' O/C i 3'X3'X5'L. CLIP ANGLE i -- 16GA. 1/8' FURRING CHANNEL PERP. TO STEEL JOIST o 24' O/C i 7 WOOD TAG CEILING SEE SHEET ATI FOR MATERIAL TYPE 6' STEEL JOIST SOLID BLOCKING OPEN WEB STEEL JOISTS SEE STRUCTURAL STEEL TRUSS. SEE STRUCTURAL STEEL BEAM. SEE STRUCTURAL 6' STEEL STUD e 16' O/C W/ 5/8' TYPE X GYP. BOARD EACH SIDE BRACE AS REQ'D. SEE 5TRUCURAL SECTION, RE5TAURANT 3 1 4 ,_ 1'0 1© CONC. TILE ROOFING SEE SHEET A6.1 / 1/2' ROOF BOARD SUBSTRATE . % STEEL DECKING SEE STRUCTURAL FOR SPEC. 3-5/8' STEEL JOIST PERP. AND OVER 8' STEEL JOIST SEE STRUCTURAL FRAMING PLAN / R-30 BATT INSUL. SEE SHEET A23 4 SPEC. FOR DESIGN TYR E9 _ � Al CLIP ANGLE 8' DOUBLED STEEL JOIST 5/6' TYPE 'X' GYP BOAR LINE OF SLOPED CEILING BEYOND FALSE WOOD TUBE TRU55 MEMBER BELOU WOOD CEILING, COLOR 4 FINISH TO MATCI 15$ TUBE TRJ65 MEMBERS TO BE FINISHED AS PER 'FF' SHEET5. RESTAJR4NT 7 4' CONC. SLAB FLOOR REINF. W/ FIBI ER MESH 2' SAND OVER 6 MIL POLY VAPOR BARRIEF i 6' COMPACTED SAND AND GRAVEL UNDISTURBED SOIL OR ENGINEERED =ILL - SEE CIVIL 5HEET5 8 E UN I1 I 12 I 13 I 14 ,CANTILEVER 3 5/8' STUD SEE 5TRUCTURAL FRAMING 022 ALUM. ANTI PONDING FLASHING W/ DRIP EDGE W/ KYNAR FINISH TO MATCH j FASCIA SEE DETAIL H8/AI02 NESTED 3 5/8' STEEL STUD —`_-COMPOSITE ALUM. FASCIA - NESTED 8' STEEL STUDS -- --US' FURRING CHANNEL RJ MOLD TO RECEIVE SOFFIT MATERIAL PERF. VINYL SOFFIT SEE SPECIFICATIONS ALUM. WINDOW SYSTEM. f- VINYL FISH SCALE EXTERIOR FINISH SEE ELEVATIONS 1/2' TYPE X EXTERIOR -- GYPSUM BOARD SHEATHING ---- 6' STEEL STUD ® 16' O/C -R-19 TYPE III BATT IN5UL. w/ FOIL -FACE LAPPED 4 TAPED ON THE INTERIOR FACE OF STUDS FLASHING COMPOSITE ALUM FASCIA iL 12 6' COMMERCIAL GRADE RAIN GUTTER NESTED 6' STEEL STUDS CONT. 022 ALUM. ANTI PONDING FLASHING W/ \' v DRIP EDGE W/ KYNAR FINISH TO M�TC a _ FASCIA SEE DETAIL WII/AI02 0 P \\ p• p p O r- —'1,41m. PERFORATED VINYL SOFFIT, FULLY VENTED. 3%' 5TEEL STUD FURRING CHANNELS o Voz. FOR SOFFIT SUPPORT. FG. SIMULATED WOOD EAVE BRACKET SEE DETAIL HII/A5.1. ROWLK BRICK COURSE STEEL LINTEL, SEE STRIX TURAL PLANS ALUM. WINDOW SYSTEM SEE DETAILS A9 SHEETS ROLL K BRICK SILL COURSE NOMINAL QUEEN SIZED BRICK VENEER STANDARD RUNNING BOND \1 � 6' S41L STUD 5 16' O/C 2' RIGID INSUL. REINF. CONC. FOOTING AND FOUNDATION SEE STRUCURAL 12 I 13 1 14 GENERAL NOTES No. I REVISIONS/5U5I1I65ION5 I Date I r K G F E 1: C a design build company 50 WEST 990 SOUTH, BRIGHAM CITY, UTAH 84302-678 (801) 734-8407 JOB NAME FLYING J TRAVEL PLAZA ST LUCIE, FLORIDA DRAWING TITLE WALL SECTION E RESTAURANT SEAL DRAWN PROJECT NO. JKP 8284 CHECKED DK SERIES L15L-A5 - REVIEWED DRAWING NO. 110 ATE A !� A 9-8-91 SCALE 13 of 43 7, 1"1 K J H r2 F E Aw 3 44 5 I 7 - R-30 BATT INSUL. SEE SHEET A2.3 4 --' SPEC. FOR DETAILS, SUPPORT W/ WIRE MESH SECURED TO TRUB&ES CONC. TILE ROOFING. 1/2' ROOF BOARD SUBSTRATE STEEL DECKING SEE STRUCTURAL IZl'-8" STEEL TRUSS SEE STRUCTURAL %- TYPE X GYPSUM CEILING, SEE SHEET A1.1' RE5TAUF >< NT LUAITINC5 AREA WALL_ 5ECTION, RESTAUfRANT ALI 46.1 AT2 T 2 0 4' CONC. SLAB REINF. W/ FIBER MESH 2' SAND OVER 6 MIL POLY VAPOR BARRIER b" COMPACTED SAND AND GRAVEL !� UNDISTURBED SOIL OR ENGINEERED FILL SEE CIVIL SHEETS ENTS%ZANCE EY FLASHING SEE STRUC FOR ROOF M STEEL BEAM SEE STRUCTURAL' TYPE 'X' GYPSUM CEILING, SEE SHEI:T A1.1 b' STEEL STUDS 0 Ib' O/C - - R-19 BATT INSUL. SEE SWEET A23 4 SPEC. FOR DETAILS ANGLE IRON LINTEL. SEE STRUCTURAL' ARCHITECTURAL WOOD DOOR W/ ALUMINUM FRAME 4 SIDE LIGHTS i SEE SHEET A92 i RESTAURANT VESTIBULE 8 9 10 1I 12 13 14 GENERAL NOTE5 LINE OF ROOF BEYOND o •< 0 e 0 0 0 a- CONTINUOUS LAPPED VAPOR BARRIER SHEATHING r AS A10.1 I NOMINAL QUEEN SIZED BRICK VENEER STANDARD HERRINGBONE SEE ELEVATIONS PERFORATED VINYL SOFFIT, SEE SPECIFICATIONS }- 3 5/8' FRAMING SOFFIT SUPPORT ® Ib'oc. 3-5/8' STEEL STUD ® 16' O/C i i - NOMINAL QUEEN SIZED BRICK VENEER STANDARD RUNNING BOND SEE ELEVATIONS � - 8TEEL BEAM AND BRICK SUPPORT SEE STRUCTURAL DETAILS / ROWLOCK BRICK COURSE D GKI i I �BTM. LIGHT a LINE OF COL BEYOND c No. I REVISIONS/SUBMISSIONS Date FE 2' RIGID INSULATION C REINF. CONC. FOOTING AND - FOUNDATION SEE STRUCTURAL a design build company } 50 WEST 990 SOUTH, BRIGHAM CITY, UTAH 84302-878 (801) 734-6407 JOB NAME FLYING J TRAVEL PLAZA ST LUCIE, FLORIDA DRAWING TITLE WALL SECTION E RESTAURANT ENTRANCE SEAL DRAWN PROJECT NO. XP 8284 CHECKED DK SERIES L15L-A5 REVIEWED DRAWING NO. � DATE 5, 9••8.9T SCALE In•=r-m• -14 _ of 43_ 1 10 1 i t 1 12 1 13 1 14 1 I 2 I 3 1 4 I 5 I I I a I g 1 10 I 11 I 12 I 13 14 GENERAL NOTE5 f4 E D C 141 RIGID IN5UL. SLOPE TO ROOF DRAINS SINGLE PLY MEMBRANE ROOFING SEE SPECIFICATIONS STEEL DECKING SEE STRUCTURAL A5 23 � OPP. ° ° 0 OPEN WEB STEEL JOISTS SEE STRUCTURAL \STEEL BEAM SEE STRUCTURAL QUEEN SIZE BRICK VENEER STANDARD RUNNING BOND 2' RIGID NSUL. REINF, CONIC. FOOTING AND FOUNDATION SEE STRUCURAL WALL SECTION, RE5TAURANT AI.I A6.1 412 T� 2 4 i W -EL BEAM SEE STRUCTURAL FRAMING AS REQUIRED BELOW \ TRJ55 TO SUPPORT SOFFIT s 16'o,c. PERFORATED VINYL SOFFIT, FULLY V COLUMNS BEYOND 7 F) __II LINE OF ROOF BEYOND CONC. TILE ROOFING. 1/2' ROOF BOARD SUBSTRATE STEEL DECKING SEE STRUCTURAL FOR SPEC. STEEL TRUSS SEE STRUCTURAL an COMP061TE ALUM, FASCIA, SEE SPEC. SECTION 09010 FOR COLOR 1 10 (PPoAf�;r— �a EI�LASS SIMULATED WOOD 23/4'180' RADIUS AND TWO US 3"2' X 5it' FIBEIRGLA55 SIMULATED WOOD TRIMMERS WITH 11/2' CHAMFER5 TO BE MANUFACTURED BY SCENIC PRODUCTIONS 1220 5E. VEITCH ST. GAINESVILLE, FL 1-352-336-2800 OR BY OTHER APPROVED MANUFACTURERS I�11 5RAC<F=T DETAIL .022 ALUM. ANTI PONDING FLASHING W/ DRIP EDGE W/ KYNAR FINISH TO MATCH FASCIA SEE DETAIL HII/AI02 6' COMMERCIAL GRADE RAIN GUTTER NESTED 6' STEEL STUDS CONT. COMPOSITE ALUM. FASCIA, SEE SPEC, SECTION 09010 FOR COLOR Fps. SIMULATED WOOD EAVE BRACKET SEE DETAIL HII THIS SHEET 19 K J C- 1/2' ROOF BOARD SUBSTRATE 1 1/2' STEEL DECKING C STEEL TUBE TRUSS, SEE STRUCTURAL No. REVISIONS/SUBMISSIONS Date R-30 BATT INSUL. SEE SHEET A23 4 SPEC. FOR DETAILS. 8' STEEL JOISTS SUSPENDED FROM FEG TRUSSES s 48'oc. 3'X3'X5'L STEEL ANGLE CLIP, C FOR ATTACHING JOISTS TO TRUSSES a design build company Ibga. 1/8' FURRING CHANNELS PERP. 50 WEST 990 SOUTH, BRIGHAM CITY, UTAH 84302-878 (801) 734-6407 TO JOISTS is 24'oc, JOB NAME FLYING J TRAVEL PLAZA 3/4' X 8' T4G PINE SLAT CEILING, ST LUCIE, FLORIDA SEE 'FF' SHEETS FOR STAIN 4 FINISH. DRAWING TITLE WALL SECTION E LINE OF TRIMMED 2X6 BELOW RESTAURANT WALK WOOD CEILING TO FORM FALSE SEAL DRAWN PROJECT NO. TUBE TRUSS MEMBER ALONG CEILING, JKP 8284 COLOR AND FINISH TO MATCH TUBE TRUSS MEMBERS. CHECKED SERIES OK SERIES REvIEWED DRAWIN%G�NO. JOIST CL.IF DETAIL DATE 98WD / \ Q SCALE t%—�� 15 of 43 13 14 L_ K J F D w- 0 ., A 1 1 2 3 4 5 ( 9 10 11 12 13 14 121'-4 1/4' 50'-1 3/4' m 6, MATERIAL KE i ING LEGEND I I r _ I I I I RAIN GUTTER DOWN SPOUTS I RAIN GUTTER DOWN SPOUTS TO FLOW WO EUF/+LE DRAN6 \ TO FLOW MO SIJXFAM DRAN6 WE F / Gib m r s AQ I t 1�i/ 11 SLOPE 1111 . 12 SLOPE II - II 5'-6' 5'-1' 1 6 I SHAKE STYLE CONC. TILE - - - - ROOF, SEE: DETAIL SHEET A62 - - - -70 I --- SINGLE PLY ROOFIN YSTEM THROUGH OUT THE MEC N1CAL �- vSTALLED W/ T IECH: FASTENERS AS f�� MFGR P , SECOND,LA' YER I _ i I I FOR EXACT LOCATION OF MECHANICAL OF NTRASTING CC R SINGLE PLY ROOFING - MATERIAL -SHALL BE EAT WELDED INTO PLACE -_I EQUIPMENT, SEE MECHANICAL PLANS. - USING MFGR'S RECOM'IENDATION TO FORM A Y-0' ROOi= DRAIN AND m' RK OVERFLOW DRAIN WIDE WOWING SURFA,E AROUND EACH PIECE OF MECHANICAL EQUIPMi-NT AND ROOF HATCH, / SEE I L,UMBING PL ¢NS. I/4 - 12 S OPE 1/4 12 SLOITYP 4 LACES_U4 - 12 SLOPE 112 ' 12I — v w�LOFE a I T/4 - 12 SLOPE _ al L 1 ' 3-2 1/2' ' I _ ,i SLOPE OF UTILITY TROUGH SHALL BE N UPPER ROOF' v FORMED FROM RIGID INSULATION W/ A b m ACCESS 1, rr MINIMUM THICKNESS OF R-20 RATING. LADDER 6 - 12 SLOPE 3'-I0In' 5'-b' 5' l' II_bILI n w v w W I6'-9 3/4' --- -- — -r+ — - - 9 U J v l'% 12 SLOPE s� a A4J I DORMER -- --- )Q n II I II v I w I/4 - 12 SLOPE SATELLIT€ DISH, PROVIDED AND INST LU �� I/4 - 12 SLOPE THE OWNER, WILL E MOUNTED TO A P _ - "a' - I Q _- WEATHER HEAD PROVIDED BY THE E I(+J- - - L J O SUB -CONTRACTOR, , SEE ELECTRICAL PL- T.V, ANTENNA, PROVIDED AND ( Ou INSTALLED BY THE OWNER, WILL 1/4 - 12 SLOPE 1/4 -L w w BE MOUNTED TO A PIPE AND - - WEATHER HEAD PROVIDED BY F - LNEOFRO THE ELECTRICAL SUB -CONTRACTOR, -_ -- - SEE ELECTRICAL PLANS. __:--- _ C.B. ANTENNA, PROVIDED a ND of TILE - _ )' I INSTALLED BY OWNER, WILL 15 AND SINGLE PLY 4 9 - MOUNTED TO A PIPE AND LL EA ER ROOFING C14ANGE HEAD PROVIDED BY THE - - - - - - - - - - - _ r 7 ELECTRICAL SUB -CONTRACT - - - 'n J SEE ELECTRICAL PLANS. I LINE of ROOF TILE r I I 11 l AND SINGLE PLY - - - -I - - 1 JJ -- - - - - - - - - -- - - - - W ROOFING CWAWiE I 1 s T-m- `" m v I M - ' Lit "' 34'-l' I 1'-9 14' IV-2 3/4' 12 SLOPE -m' -_ — I I � L _ SHAKE STYLE CONIC. TILE v _ ROOF, SEE DETAIL SHEET , &.2 J Q��p ry N - M _ 6'RAIN GUTTER AROUND BUILDING, —- - - - - - - - - ---- --------_ _- s -_- COLOR TO MATCH FASCIA, DOWN SPOUTS TO BE SURFACE MOUNTED r, - r2 SLOPE 1,2 -12 SLOPENo ft� TO BUILDING, COLOR TO MATCH r S - _ 1 F -I _ - RAIN GUTTER. L J — — —.--- 4 - 12 SLOPE 4 SLOPE L _ —�F 4 RAIN GUTTER DOWN SPOUTS Q -, L J i L J V_2, TO FLOW MO WAGE DRAM 0 I'-4' �� 1'-4' am F/ Gib 451-6 3/4' 23'-6' - _ � W-111/4' II' 32'-5In' - ISl'-6 10 11 12 14 a C �o �o N r L K ra— F U C No, REVISIONS/SUBMISSIONS Data C a design build company 50 WEST 990 SOUTH, BRIGHAM CITY, UTAH 84302-078 (801) 734-8407 JOB NAME FLYING J TRAVEL PLAZA SAINT LUCIE, FLORIDA DRAWING TITLE ROOF PLAN I E SEAL DRAWN PROJECT NC. XF 6264 CHECKED SERIES S ply L15L-AI REvIEWED DRAWING NO. uTi DATE 9-8-91 SCALE 16 of 43 3" .022 ALUMINUM FLASHING, SEE DETAIL H11/AIO.2 RAIN GUTTER —� COMPOSITE ALUMINUM FASCIA, SEE - - SHEET A10.1 IF REQUIRED BY CODE ONE HURRICANE CLIP --� SHALL BE USED ON EACH TILE AT STARTER COURSE, FOR WINDS EXCEEDING K 100M.P.H. - CHECK W/ MANUF. FOR ADDITIONAL TIES. NAIL ALL TILES IN OVERHANG AREAS AND ON THE FIRST THREE COURSES AT EAVES AT EVERY INSTANCE, J J 1 EAVE DETAIL 3/4' = I'-0" L4 C3 F r.i1 I�1". T1I r- HIP TILE 3 I 4 I' S o -- -- SHAKE STYLE TILE ROOF —_ 1/2" ROOF BOARD NESTED 3Na" STEEL STUD RIDGE Wool) SELF-ADHE51 VE --� VERT. BATTENS UNDERLAYMENT. IX2 HORIZ. ROOF TILE BATTEN SPACE AS READ. BY MANUF. OF ROOFERS ON ,SAPS E E1 HIP DETAIL NONE A6.1 PIPE JACK 2" LEAD Ii2 ° MOVEMENT AREA BENT TO TILE SHAPE 6° AT TOP OF PIPE p BY ROOFING CONTRACTOR CRIMP PIPE JACK OVER VENT PIPE GALVANIZED ROOF JACK ROOF TILE N ' (1- SEE NOTE 01 -- ROOF — 50ARD STEEL DECKING B 14 Al 3/4" = 1'-0" I LATH 6 VENT PIPE J NOTE: ALL PENETRATIONS FOR IX2 HORIZ. DUCT WORK SHALL BE FLASHED SPACED AND COUNTERFLASHEp SIMILAR AS REQ'D. TO ROOF JACK. BY MANUF. PLACE UNDERLAYMENT THAN THE GALVANIZED JACK ON TOP AND SEAL ALL EDGES WITH 12" WIDE UNDERLAYMENT OVERLAP ROOF JACK 6 ° VENT SECTION A4 NONE 2 3 4 Ii2' ROOF BOARD — 11/2 " ;'STEEL DECKING STEEL TUBE TRUSS - J5 RIDGE SECTION 3/4' :: 1'-0" A5.1 A6.1 SELF: -ADHESIVE UNDERLAYMENT TO STAGGER 4 OVERLAP ON TOP OF VALLEY M1-T VERT. BATTENS ii 0 �— RIDGE TILE laga. NON FERROU 'axzMETAL RIDGE FLASHING, SEE DE All/A10.2 IX2 HORIZ. SPACE AS REQ'D, BY M,, 3/a" VERTICAL WO BATTENS 616'o.c. GCRR0510N RE515TAWr METAL VALLEY, LAP a" IN DIRECTION OF FLOW AT ALL JOINTS SEE DETAIL L5/AIO.2 �SATTENS SPACED AS READ. BY MANUF. E5 VALLEY SECTION 3/4' :: 1'-0' A6.1 6° MIN. 6'MIN. LAP UNDERLAYMENT OVER EDGES OF GAL V. JACK 6 " ROOF TILE VENT PIPE GALVANIZED I RON ROOF 0 JACK I I � z E WOOD BATTENS PIPE JACK 2" a 16"o.c. LEAD BENT TO SHAPE OF TILE 1RIE5 W/ PIPE VENT DETAILS FA .022 ALUMINUM FLA57+ AND TROUGH, P A7 GAS 1 1/2"=1'-0' � 8 10 CROSSOVER ROOFING UNDERLAYMENT TO TI- POINT - STAGGER CROSSOVER LAPS 3' TYPICAL LAP - UNDERLAYMENT, SEE NOTE 07 .022 ALUM. ANTI-PONDING FLASHING W/ DRIP EDGE 4 KYNAR FINISH TO MATCI FASCIA, SEE DETAIL HII/A10.2 COMPOSITE ALUMINUM FASCIA, SEE DETAIL GI/A10.1 6'X6" RAIN GUTTER, SEE DETAIL GI/A10.1 12 13 El GENERAL NOTES 24' WIDE CORROSION RESISTANT METAL VALLEY SECURED TO SUB-STRATE - LAP 12" 12" 8' IN DIRECTION OF FLOW, SEE DETAIL I. ALL CUT PIECES OF TILE SHOULD E5 THIS SHEET. HAVE MASTIC AT THE JOINTS CONNECTING TILES. LOCATE MASTIC AT THE HIGH POINTS ON THE TILE AND NOT IN THE WATER CHANNELS OF THE TILE i WOOD VERT. BATTENS 16"O.G. 2 ALL SUBCONTRACTORS SHOULD BE OFF FLOOD UNDER UNDERLAYMENT ROOF BEFORE TILE IS LAYED ON LOWER ROOF, BUILDING SHOULD BE 5CUARE, ESPECIALLY RIDGE TO EAVES \A 3. TILE SHOULD INTERLOCK PROPERLY TO IX2 HORIZONTALS INSURE WATERTIGHT ROOF. . ® SPACED AS REQD. BY TILE MANUF., 4. ALL NAILS SHALL BE ad GALVANIZED. /j / /i 4 INSTALLED AFTER UNDERLAYMENT 5. ALL LEAD AND 50 YEAR LIFE METAL /�, 1 !\ 1 ✓/ , `\ �\ / FLASHING 70 BE FURNISHED BY SHEET METAL CONTRACTOR, PAINTED BY ROOFING CONTRACTOR TO MATCH TRIM AND INSTALLED BY ROOF CONTRACTOR �, � 6. ALL HORIZ. BATTENS SHALL BE INSTALLED < !\ YY\ ; / //j BY ROOFING CONTRACTOR AT CENTER TO CENTER SPACING RECOMMENDED BY MANUFACTURER OF TILE SELECTED 1. UNDERLAYMENT SHALL BE SELF-ADHESIVE !\ �. WEATHERPROOF MATERIAL WITH A MIN. OF \\ / 40 mil. THICKNESS. SIMILAR TO F-610 AS MFGR'D \` BY NORTHERN ELASTOMERIC INC. 800-995-4634 6. ALL IX2 HORIZ. BATTENS SHALL BE REDWOOD, CEDAR, OR PRESSURE TREATED FIR. 9. THE SUBSTRATE ROOF BOARD SHALL BE A FIBERGLASS MAT FACED, NON-COMBUSTIBLE, MOISTURE RESISTANT, SILICONE -TREATED GYPSUM CORE PANEL, SIMILAR TO 'DENS -DECK' MFGR'D BY GEORGIA-PACIFIC CORP., 800-94'1-449� E9 VALLEY DETAIL NONE 45.5 A(o] SYSTEM OVER 1�2 " 4RD 6" STEEL NESTED STEEL STUDS CONT.\ AT GABLE FASCIA IX2 HORIZ. BATTENS OVER 31a° VERT. BATTENS 16 °o.c. PREFORMED --- — GOMPOSITE NOTE "-I ALUMINUM FASCIA SEE DETAIL SHEET 410.1 i HAT CHANNEL CAP ,AN VIEW END DETAILS CONC. ROOF TILE - BRING TILE INTO A MITER AT THE VALLEY, COLOR AS PER SPEC. SECTION 015010 r K J G 022 ALUMINUM FLASHING CAP No. REVISIONS/SUBMISSIONS Date C �- AND TROUGH. SEE DETAIL HS/A10.2 y \ FEG _ROOFING SYSTEM OVER 1�2' ROOF BOARD AND I lie ° C STEEL DECK. a design build company 50 WEST 880 SOUTH, BRIGHAM CITY, UTAH 84302 678 (801) 734-6407 I GABLE JOIST JOB NAME FLYING J TRAVEL. PLAZA ST LUCIE, FLORVA LINE OF SIGN BY --�_ DRAWING TITLE E OTHERS ROOF DETAILS SEAL DRAWN PROJECT NO. j� \ / I I XP 8284 S CT I OI Y 1( I W CHECKED SERIES � L15L-A6 10 1 11 1 12 13 ' 14 REVIEWED DRAWING NO. WD A" DATE 9••8-91 & . _2 SCALE 1� of 43 AS NOTED 9 1"I OOFING UNDERLAYMENT D EXTEND I'-O' OVER NGLE PLY ROOFING SINGLE L ROOFIN �h' R BOA HORIZ. SPACED i REOD. BY MANUR VERTICAL WOOD %TTiENS m 16' O.C. EEL TUBE TRUSS ' STEEL DECKING OGLE PLY ROOFING. " H 1 ROOF DETAIL 3/4' = I'-0' A5.4 A5.5 45.7 46.1 C-i F E D (I- 5 A 5 SINGLE PLY, ROOFING. SLOPED UNDERLAYMENT AT 1/4' - 12 III'-21/4° I'/z" STEEL DECKING BLOCKING AS REQUIRED 114'-0 3/4" 8 9 10 I1 1/2' ROOF BOARD SHEATHING VE 2T. EACH SIDE SEALANT TO B SPECIFIED BY SUPPLIER. 20 GAUGE GALVANIZED CAP SEE DETAIL G5/AI02 TERMINATION BAR BY SUPPLIER — 3%' STEEL STUD WALL SINGLE PLY ROOFING. _ SINGLE PLY F SLOPED UNDERLAYMENT 7111�T 1/4 - 12 H6 PARAPET WALL DETAIL 3/4' = 1'-0" A4.1 A6.1 �. ROOFING UNDERLAYI^' D6 ROOF DETAIL 1' = I'-0. A6.1 SLOPED 77,­1 AT 1/4" BL RE I1/2' STEEL DECKING 1/2' STEEL I BLOCKING AS REQUIRED ' 4T' ENS o I6' O.G. J:O'D. BY MANUF. 'ILI''. > E7EEL STUD '1E iAL FLASHING SEE . AB/AI02 NT W/ SCREEN :EL DECKING P _Y ROOFING DF BOARD SHEATHING 12 1 13 14 I. • .---n e-.-All H 11 PARAPET WALL DETAIL 3/4' = 1'-0' A4.1 A6.1 I ii SINGLE PLY ROOFING BOOT SEALED TO LADDER BASE \ COLUMNS AS PER MFGR'S SPEC. TO FORM A WATER- TIGHT SEAL. l IS' -a 1/2 111'-21/4" _JQ�t 6' PIA. STEEL PIPE COLUMN BASE I'-m' TALL WITH 1/4' TOPS PLATE AND 1/4' BASE PLATE BOTH FULLY WELDED, ATTACH TO ROOF WITH (4) 3/6' DIA, X 1 1/2' ANCHOR BOLTS, 114'-0 3/4' J STRUCTURAL SUF'PORT5, 5EE 5TRUCTURAL PLANS. SHIPS LADDER WITH PLATFORM AND RETURN, AS MANUFACTURED BY 'O'KEEFFE'S INC, ARCH. BUILDING PRODUCTS, 15 WILLIAMS AVE., SAN FRANCISCO, CA., (415) 822-4222 MODEL 'S22. ALL DIMENSIONS SHALL BE FIELD VERIFIED AND ADJUSTED TO FIT. 1 1/4' DIA. ALUMINUM `p SCHEDULE 40 PIPE ' HANDRAIL CIb6' DIA.) n1 ALUMINUM SERRATED TREAD 11/44X 4 1/6' 6'X2'XI/8' ALUM. 'C' CHANNEL STRINGERS - r 0 AFT\ A10 UPPER ROOF ACCESS LADDER 3/4' = I'-0' 46,1 10 Il 12 4'X2'X3/16' ALUM. ANGLE BRACKET 13 GENERAL NOTES 9 L. K J E F P C No. I REVISIONS/SUBMI55ION5 Date FEG C a design build company 50 WEST 990 SOUTH, BRIGHAM CITY, UTAH 84302-878 (801) 734-6407 OB NAME FETING J TRAVEL PLAZA ST LZIE, FLORIDA >RAWING TITLE E ROOF DETAILS TEAL DRAWN PROJECT NO. JK, $284 CHECKED SERIES L15L-A6 DK REvIEWED DRAWING NO. u DATE SCALE IS Of 43 AS NOTED 14 I I 2 3 I 4 I 5 I ro I l I g I 10 12 13 14 MATERIAL KEYING LEGEND 1" i L K J U 10, 1Z 0 E WE G— A A �II�'�IIII�III r, r, MEMO i., �ii' ■IFd� I I :■■u ;■■■ —+—; fF■NE■■■■ MEN one OWN OEM MEN MEN bor on 1 ■■■.:: ■■■ I I ■ EEC IN—r �� °" q of1ximMilitia 1 -r ■■■■■ " ;■m■ !� :■KI■ Note I' ;ici �C♦7 �IL'� I t♦�' III , ON GAME anrx�l 3 �I_11aid:►t�f7= IBM • I = 147 , M111c•J c•J ,, C�J C U• :�' 0 5 '! WALK-IN WALK-IN COOLER COOLER ROTC] 138 FREEZER 7� 3/4' 0 CIGARETTE CARTON RACK, SEE SHEET AIIA 7 I® I jo M ACI: aI L3 EA SICIE 01 G TC • H17__�J-go- 8 r C�J L7 .J O • �I 1! i u O • fI ® • II I I 0 • I .-_) _- ACKET5, SEE © • © •DETAIL I.41I/A5.1 A _ � ilk 11 _1051 FAINT 5D. OF •- lop Mill � I • I�111Cf.N II MEL 1i1 :�' Iga�,• PJ 1, . ,ri s o �.: �• - ._____ � 'llllllhl�il�ll�"III�III � �: �� �•J [•J • 9 10 �� 11 12 ��I3 I 14 LEGEND I r HALL ROOM NAME IO2 ROOM NUMBER Imm - CEILING HEIGHT FROM FLOOR C"'@'J CEILING SLOPE DOWN RETURN AIR GRILLE ® SUPPLY AIR GRILLE ® EXHAUST AIR GRILLE SOFFIT GRILLE In KITCHEN MEC!-IANIGAL PLHOODS, 3EANSE EC�3 t I)J O HANGING FIXTURE ® RECESSED INCANDESCENT FIXTURE ® RECESSED DIRECTIONAL FIXTURE ® EXIT LIGHT ® WATERPROOF RECESSED INCAN FIXTURE o FLUORESCENT WALL MOUNT FIXTURE FLUORESCENT CEILING MOUNT FIXTURES v 0 OCEILING FAN ® CEILING SPEAIGER Q SOFFIT PA HORN -CEILING TYPE O 24' X 48' EXPOSED GRID FACE SUSPENDED CEILING SYSTEM W/ ACOUSTICAL LAY -IN PANELS O 24' X 45" EXPOSED GRID FACE SUSPENDED CEILING SYSTEM W/ WASHABLE LAY -IN PANELS AND GRID WITH CLIPS C O 5/V TYPE 'X' GYPSUM BOARD CEILING ON STEEL JOISTS O4 PERFORATED VINYL SOFFIT, FULLY VENTED O PERFORATED VINYL SOFFIT, FULLY VENTED, SLOPED SOFFIT AREA O TILE ON THICK SET BED OVER CEMENTITIOUS BOARD O NO CEILING REQUIRED (ABOVE WALK-IN COOLER 4 FREEZER) O 3/4'XS" T 4 G PINE SLAT CEILING ON STEEL HAT CHANNELS SLOPED TO MATCH ROOF, SEE 'FF" SHEETS FOR STAIN 4 FINISH, O 24' X 48' ARMSTRONG SECOND LOOK Iv •21lb WHITE, PRELUDE PLUS 15/Iro" T BAR SUSPENDED E SYSTEM FINISH WHITE 10 Ihr. FIRE RATED CEILING ASSEMBLY W/ TWO (2) LAYERS 5/S" TYPE 'X' GYP- BOARD ON STEEL JOIST/STUD, SEE "CEILING FRAMING _'-CH.' AT2 N�o REVI6I0N5/5U5MI5510NS Date C a design build company 60 WEST 990 SOUTH, BRIGHAM CITY, UTAH 84302-878 (801) 734-6407 Job NAME FLYING J TRAVEL PLAZA SANT LUUCIE, FLORIDA DRAWING TITLE REFLECTED CE IL1NG E PLAN SEAL DRAWN PROJECT NO. 8264 YIP CHECKED SERIES L15L-AI DK REVIEWED DRAWING NO. WD DATE13-8-131 . 1 SCALE 19 of 43 10 11 1_' 13 14 M 3 J N 1= 2X4 ACOUSTICAL GRID CEILING GI AQ 169a. 1/8' FURRING CHANNELS / B e I6'o.c. FOR SOFFIT ATTACHMENT. I 1 2 1 3 4 A 2X4 4'-0 1/2' I 3%' Sl _EL STUD JOISTS a 16'oc. FOR 5t )FFIT MATERIAL ATTACHMENT. Ibga. 1/5' FURRING CHANNELS e 16'o.c. FOR SOFFIT ATTACWIENT. NO CEILING -- 2X4 ACCUSTIGAJ GRID CEILING 35'-8 1/4' 1 dl� 2X4 WASIAZLE LAY -IN GRID CEILING 3'-5 3/4' A4 1 '-0. „ r — G4 ! ---2X2 ACOUSTICAL 13 GRID CEILING D6 K4 7. 13 8' STI EL JOI T5 SUS TRU S AT 4 -0' DORMER 22'-8 1/4' G4 13 --2X2 ACOUSTICAL 0 }g GRID CEILNG ,R �S o , `Y w ~0. Q N_ 1 Ou KI 1 DOi�IIER — — 169a. 1/51 FURRING CHANNELS 35/a' STEEL STUD J015T5 • 16'o.c. / ® 16'oc. FOR SOFFIT ATTACHMENT. FOR SOFFIT MATERIAL ATTACHMENT. SPACE FOR SIGN BY OU,NER 9 1 Im II 12 13 14 MATERIAL KEYING LEGEND r FOR CEILING HEIGHTS SEE SHEET 47,1 REFLECTED CEILING PLAN. L K I. - CEILING FRAMING 5CH, JOIST/STUD GAUGE MAXIMUM F SIZE SPAN 3 5/8' 20 II'-6' 4' 20 12'-6' 6' 20 740' S" IS 24'-6' E PROVIDE BRIDGING AT MID -SPAN WHERE 5PAN5 MEET OR EXCEED 10'-0' - TYPICAL Al No, I REvI510N5/5U5MI5510N5 Date FE a design build company 50 WEST 990 SOUTH, BRIGHAM CITY, UTAH 84302-678 (801) 734-8407 JOB NAME FLYING J TRAVEL PLAZA SAINT LUCIE, FLORIDA DRAWING TITLE CEILING FRAMING PLAN SEAL DRAWN PROJECT NO. 8254 JKF' CHECKED 5ERIE5 � L15L-AI REvIEWED DRAWING NO. WD A DATE \1,2 9-8-91 SCALE I/a'nr-m' 20 OF 43 i I 2 3 4 1 5 1 7 g 20 GA, CONT. BOUNDARY STL. TUBE TRUSS 3%' 30 GA, MTL. STUDS STRAP. ® I6' O.G., FURRING. W/ ONE ----- LAYER OF 5/8' TYPE-'X' M GYP. BD. ON EXPOSED FACE. 3%' 20 GA, CEILING JOIST SHOT PIN TO STRUCT. TRUSS. 3%' 20 GA, CEILING JOIST % 15 I6' O.C. TO SPAN BE- I, - - _ -= * 16' O.G. TO SPAN BE - TWEEN STRUCT. TRUSSES. TWEEN STRUCT. TRUSSES. 5/6' TYPE X —_ S GYP. BIRD. 3%0 20 GA. SOFFIT FRAM'G 16' O.G. WIRE SUPPORT III h HOLE TYPICAL II OF TWO, L 5/6' TYPE X GYP. BD. 20 GA. CONT, EOICARY� 2 PAIR, NESTED 6' 18 GA. 20 GA. SOFFIT FRAM'G L'SHAPED STRAP HEADERS. �'--- s a Ir � 16' O.G. 20 GA, CONT. BOUNDARY, 'L'- SHAPED STRAP.10 � _ CONTINUOUS METAL 109'-0' �'0x CORNER BEAD 4� CONTINUOUS METAL _ I 0 CONTINUOUS METAL CORNER BEAD CONTINUOUS METAL . CORNER BEAD 4 -0' COLUMN FURRING BEYOND CORNER BEAD RESTAURANT K K1 CEILING FRAMING DETAIL K4 CEILING FR4 11NG DETAIL L K8 1" = 1'-0" 47.2 111 I'-0' 41.2 NONE TUBE TRUSS 3-5/8' 20 GA. CEILING JOIST TOP CHORD. W I6' O.G. TO SPAN BETWEEN STRUCT. TRUSSES. J C EILING JOIST FURRING -- STL TUBE TRUSS C SEE FRAMING PLANS AND -' 77 SEE DETAIL GI/A13 RELATED DETAILS. HAT CHANNELS FOR RIMMED 2X6 TO FORM FALSE TOP CHORD 1 Y --- TONGUE t GROOVE FINISHED ?O MATCH TUBE TRUSS. PROVIDE JOIST WOOD CEILING FOR GYP, BRD. \ SCREW EVERY OTHER FURRING END JOINTS PERIMETER BACKI STUD TO NESTED 3-5/8' 20 GA, TERMINATION I TUBE TRUSS ANGLED CENTRAL WEB. CEILING JOISTS N II�O0' ___ \ PROVIDE DOUBLE JOIST ABOVE TRACK LIGHTING TO BE FLUSH r SOFFIT FURRING. WITH TOP OF STM. CHORD, SEE 3-5/8' 20 GA. SOFFIT FRAM'G ELECTRICAL PLANS ---_— — m I6' O.G. � TUBE TRUSS BTM. CHORD, SEE i Il Og _0• CONTINUOUS METAL CORNER BEAD L 'FF' SHEETS FOR FINISH. �—.-- ' ✓ B.O.� CONTINUOUS METAL I 0 OF T RESTAURANT CORTIER BEAD — G1 RE5TAUR4NT TUBE TRU55 G4 CEILING FRAMING DETAIL 1' 1'-0" 47.2 ACOUSTICAL TILE CEILING 1= I� E D 5/8' TYPE > C GYP. BD. GYP. BD. SI_ EXTEND UNC COOLER DC FRAMES AS B SHOWN. i 14 C-9t01@E 20 GA. METAL STUDS O.G. W/ DIAGONAL CING ® 6'-O' O.C, CRIMP AND DOG LEG BRACING 4 SECURE TO COOLER ROOF, AS REQ'D. , 3%" 20 GA. SWAY BRACING a 6'-0' O.C. STACKED 3%' STUDS. ACOUSTICAL TILE CEILING, AS OCCURS. CONTINUOUS METAL CORNER �Z BEAD LINE OF WALL 3-5/W RUNNER BEYOUND AS \ DOUBLE 3%, 20 GA OCCURS. CEILING JOIST, ACOUSTICAL TILE CEILING 3%' 2054. SWAY BRACING 9 6'-0' O.C. �_ LK- IN COOLER D DOORS, PROVIDED FLOOR TO CLG. DER SEPARATE CONTRACT WALL AS OCCURS. C &2Q FJR CEILING AT C-5TORE COOLER 44 A7.2 i 1'-0" I 2 3 4 STUDS TO ROOF FRAMING ABOVE. II� 3%' RUNNER CEILING DETAIL A7.2 5 1 ro 9 1 10 T-BAR CEILING SUPPORT WIRING STEEL WIRE (*12AWG), FASTEN TO BUILDING STRUCTURE, WRAPPED AROUND T-BAR SUPPORT WITH SLACK FOR SEISMIC PROTECTION. PROVIDE FOUR LIGHT FIXTURE SAFETY CLIPS PER FIXTURE TO SECURE TROFFER TO T-BAR. L 2'x4' LAB'- IN FLUOR. FIXTURE 1/2' ROOF BOARD W/ SINGLE PLY ROOFING 'VEI 12 2F__ STEEL I BEA1, SEE ROOF BOARD W/ CONC. TILE ROOF OVER 12 O O �6 1 7' STEEL DECK 8' PURLINS AT 48'oc. �\, \ SEE STRUCTURAL 6' STEEL STUD JOISTS 4+ 16'O.C. °%' TYPE 'X' GYP BOARD 11 12 NOTES: ONE SET OF DIAGONAL BRACES ARE REQUIRED PER EACH 144 SQ, FT. OF CEILING AREA. BRACE POINTS TO BE W-0' O.C. EACH DIRECTION 4 6'-O' MAX. FROM WALLS (NOT REQ'D IN ROOMS LESS THAN 144 SQ, FT.). PROVIDE PERIMETER WIRE 8' OUT FROM THE WALLS. 04 13 TO STRUCT. FRAMING ABOVE 14 MTL, STUD COMPRESSION POST im 12'-0' O.CJ EA. WAY. ATTACH " W/ 2 08 x I' SCREWS (LENGTH OF COMPRESSION POST SHALL NOT EXCEED 6'-8'), h' SUgpKN510N WIRES a 4'-0' DIAGONAL BRACING JAYS * 457. USTIC LAY -IN CEILING TILE G8 MAINT, ROOM 123 CEILING GI 5E15MIC LAB' -IN CEILING DET. 1" =1' -0" A-1.2 NONE A�,I GENERAL NOTE5 a r 2 t A STUDS TO ROOF FRAMING ABOVE. STAINLESS STEEL TRIM METAL ROOFING DECK W/ SUPPLIED UNDER SEPARATE CONTRACT, BY KITCHEN CONCRETE TILE, SEE ROOF FRAMING PLANS 4 DETAILS.— F EQPT. SUPPLIER 3Y 20 GA. MTL STUD SOFFIT FRAMING a I6' O.G. WASHABLE LAY -IN GRID CEILING INSULATED COOLER WALLS BY KITCHEN EQPT. SUPPLIER r- STRUCTURAL TRUSS, -�— " SYSTEM S� SOISTRU T S. G-JOIST FURRING, TO FOLLOW SLOPE 10 PLAN 4 / OF T S5 DETAILS. CONTINUOUS METAL CORNER BEAD C-STORE KITCHEN WALK-IN COOLER / - 2' 20 GA. STUDS 16' O.G. W/ BOT. �} TO STEEL TRACK, T CREW TOP TRACK TRIMMED 2X4 TO FORM FALSE TOP HAT CHANNEL W% CHORD OF WALL MOUNTED TRUSS, TONGUE 4 GROVE FINISH TO MATCH TUBE TRUSSES Q DU/ CEILING AT REST. COOLER JI ACOUSTICAL WOOD CEILING. __ TRIMMED 2X6 TO FORM FALSE ANGLE WEB OF WALL MOUNTED TRUSS, C No. REVISIONS/SUBMISSIONS Date lx = 11-01' A-1 2 TILE CEILING FINISH TO MATCH TUBE TRUSSES TRIMMED 2X6 TO FORM FALSE BTM. CHORD OF WALL MOUNTED TRUSS +60mft 20 GT113'-6' a. METAL BOUNDARY STRAP % 3%' 20 GA. MTL. STUD SOFFIT FRAMING � 16' O.G. h V TYPE X 5/8' TYPE >' GYP. BD, GYP. BRD. 108'-9' 1 CONTINUOUS METAL CORNER BEAD SEE CEILING PL �%' TYPE X GYP. BD. C-STORE .1 FOR FINISH HIEG G-STORE A8 -0" � 8 FINISH TO MATCH TUBE TRUSSES SWAY BRACING III'-0' B.O. I, O.C. of TRUSS BOTTOM TUBE OF STRUCT. TRUSS. 3%' 20 GA. MTL. STUD a design build company - SOFFIT FRAMING w I6' O.C. W/ TOP AND BOTTOM TRACKS, 8' AND 20 GA, STUDS e 16' O.G. W/ TOP BOT. TRACKS, SHOT PIN TOP 50 WEST 990 SOUTH, BRIGHAM CITY, UTAH 84302-678 (801) 734-8407 COOT. TO ROOF FRAMING ABOVE (NOT SHOWN). TYPE X TRACK TO TRUSS 9 32' O.C. JOB NAME C��INr I TRAVEL p \/E� PLAZA FLYING J A GY GYP. BD. it ST. LUCIE, PLMIAA 20 GA. MTL. BOUNDARY STRAP, E DRAWING TITLE -0' 8.0. SEE CEILING PLAN FOR FINISH HIEGI-IT. 108'-9' L — —YL LAY -IN CEILING ��/ p /� ��/ c CEILING I•RAMf I`lM DETAILS N T. 7 SEAL DRAWN PROJECT NO. r- A 9441E � METARN CONTINUOUS L COWER BEAD JKP 5284 RESTAURANT UJA[TrWa CHECKED SERIES CONT. MTL. CORNER BEAD DK LI5L-Al REvIEWED DRAWING NO. CEILING DETAIL All FAKE WALL TRU55 DETAIL WD 1�/J '4 DATE A1.2 I" = 1'-0" A�.2 SCALE AS NOTED 21 of 43 1 10 1 11 1 12 1 13 1 14