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FINISH SCHEDULE LIGHTING KEY I I a 17 1.- ILL! 2X4 FLUORESCENT LAY-IIN EMERGENCY EXIT LIGHTING PATIO LIGHTING HATCHED AREA REPRESENTS r ,� SYMBOL O DESCRIPTION MANUFACTURER/ COLOR FIXTURE0 i I Z W EMERGENCY LIGTHING A B i 2'-0"X 4"-0"VINYL-FACED GYPSUM, LAY-IN USG, SHEEETROCK, CLIMA PLUS, WHITE, , I I C1 PANELS MATCHING GRID I j RECESSED FLUORESCENT CAN ❑ SECURITY LIGHTING 'BLUE DISKDISPLAY BOARD- j I GYP. BD. - PAINT SW#7030 ANEW GRAY, SEMI-GLOSS LIGHT 2 i C2 � I rA4.01 I I I I i o ---- - - -- --- -- -- _______ __ ___________________ ------ DRAWING L GENERALNOTES I O DO NOT SCALE THIS DRAWING- IF THERE ARE ANY VERIFY ALL ROOF-TOP UNIT SIZES AND DISCREPANCIES PLEASE CONTACT THE ARCHITECT-PRIOR LOCATIONS WITH MECHANICAL AND 17 i I 2 11 13 I I TO COMMENCING WORK STRUCTURAL DRAWINGS �IA4.01Y i v IIII I L---- ----- ----- -- --- ----- --------- - J 2'-4" I I i i 12 REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL I I I I I 1 CEILING MOUNTED EQUIPMENT I I I I I . . . i . . . . . . . KEYED NOTES 0o 1 PREMANUF ACTURED METAL7;; MAKE-UP AIR UNIT-REFER TO 10/A5.02 13 PREMANUFACTURED METAL ROOF I DRIVE-THRU AWNING PAINTED AND MECHANICAL DRAWINGS FOR DOME-COLOR YELLOW WITH BLUE II 12 I .A4 01'" YELLOW WITH BLUE L.E.D. STRIP ADDITIONAL INFORMATION L.E.D. LIGHT STRIPLIGHTS i 4 ; 6 II LIGHTS-SUPPLIED BY CANOPY PROVIDED BY CANOPY VENDOR VENDOR 8 COOLER/FREEZER CONDENSER- 8'-4 1/4" I II REFER TO 6/A5.02 AND MECHANICAL 14 INTERIOR ROOF DRAIN - REFER TO _ _ _ DRAWINGS FOR ADDITIONALw" PREMANUFACTURED SILVER Eu44 01s�' I ALUMINUM CANOPY FASCIA WITH 1/A5.02 - - - - - - - - - - - YELLOW AND RED L.E.D. STALL STARS- INFORMATION 15` OVERFLOW SCUPPER- REFER TO I SUPPLIED AND INSTALLED BY CANOPY °-` I EV RAG I ,"9,) ICE MACHINE CONDENSER-REFER 11/A5.02 12 i i VENDOR vTO 6/A5.02 AND MECHANICAL X16 AREA ROOF LADDER- REFER TO 3/A5.02 3,F CEILING GRID START POINTS 1 1 I DRAWINGS FOR ADDITIONAL mll INFORMATION 17;x-PRE-MANUFACTURED PATIO 194"';y EXHAUST HOOD-REFER TO SYS. 9'-2" I I 1 RESTROOM EXHAUST FAN VENT- CANOPY SUPPLIED& INSTALLED BY _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ® 7 I TYP. I MECHANICAL DRAWINGS FOR CANOPY VENDOR REFER TO MECHANICAL DRAWINGS ADDITIONAL INFORMATION -REFER TO FOR ADDITIONAL INFORMATION 1 'BLUE DISK' DISPLAY BOARD- 1 15/A5.02 N I I 11'` OWNER SUPPLIED MUSIC SYSTEM REFER TO A3.01 FOR MOUNTING I 5�EXHAUST FAN-REFER TO r DIMENSIONS in i5'-3" I MECHANICAL DRAWINGS FOR X12,,PROVIDE CRICKET OF BUILT-UP CAP FLASHING DETAIL- REFER TO ADDITIONAL INFORMATION -REFER TO RIGID INSULATION AT ALL ROOF-TOP 7/A5.02 5/A5.02 MOUNTED EQUIPMENT LOCATIONS- OF ICE I uz ,ROOF TOP UNIT-REFER TO 8/A5.02 SLOPE 1/2" PER 12"TO ENSURE I , POSITIVE DRAINAGEY AND MECHANICAL DRAWINGS FOR , II II COOKING ADDITIONAL INFORMATION Ix M Lu o r T-BAR GRID ARMSTRONG PRELUDE XL 5/16 I a0 4 4 I I HEAVY DUTY 9 Cl) a 12 I I ESR-1308 FOR SEISMIC DESIGN CATEGORIES D, E &F �4/ �0 I I I 12 _ r T -- �, - C-31482 'r- C� T1 I I ( I METAL VERTICAL COMPRESSION J U' -� STRUTS PER HEIGHT REQUIRED I I I I I I 5 IN NOTES (FASTEN TOGETHER 2X6 STUDS @ 16"O.C. 4 12-30-2021 Q 5 I ( I w/1/2"SELF-TAPPING SCREWS 4 I I @ 12'Q.C.) 18 'y\ RENEWAL DATE !1 F O WALL Qc C ANGLE TWO `\ 4g� O I OPPOSITE O 18 SPLAY WIRES I IN PLANE OF Omarks architects 2020 MAIN TEES PRE AREA O ALL REPORTS, PLANS AND CLASS A O O F 2-g 2 O I DOCUMENTS PREPARED BY MARKS I y� ARCHITECTS SHALL REMAIN THE > PROPERTY OF MARKS ARCHITECTS 9,-6.. • 1/2"GYP. BD. - O O AND IS INTENDED FOR USE FOR THIS °A2 02' ( 2� PAINT SPECIFIC PROJECT ONLY. TYP. REFER TO WALL PLANNING SUBMITTAL 11.15.19 �n �y TYPES FOR STORAGE , I I o ( CONSTRUCTIONBUILDING DEPT SUBMITTAL 04.24.20 1 0 I I SUSP. EG, D REFER TO 0 12 TWO OPPOSITE SPLAY ; INTERIOR SYS. @ 10'-4" I WIRES IN PLANE OF ELEVATIONS FOR A F CROSS TEES FINISHES C1 0 CROSS TEE 0 I I I HANGER WIRES @ 48"O.C. (MAX)ALONG 0 3-8 I r I MAIN TEES{ALL WIRES TO BE No. 12 WIRES) Q , 6 18 - MAIN TEE-MAXIMUM 48" 0 SUSPENDED CEILING NOTES: 2 RESTROOM CEILING CONSTRUCTION 0 ---- 1. IN ADDITION TO VERTICAL WIRES SUPPORTING MAIN RUNNERS FOURA2 02 BTM. OF HEADER AlmQ No.12 GAUGE WIRES ADEQUATELY SECURE TO THE MAIN RUNNER, 1 1/2"=1'-0" � I I _ WITH 2 INCHES OF THE CROSS RUNNER INTERSECTION,AND I I Co I SPLAYED 90 DEGREES FROM EACH OTHER AT AN ANGLE NOT F ---- r`' I EXCEEDING 45 DEGREES FROM THE PLAN OF THE CEILING.THESE HORIZONTAL RESTRAINT POINT SHALL BE PLACED 12 FEET ON ---- CENTER IN BOTH DIRECTIONS WITH THE FIRST POINT WITH 6 FEET FROM EACH WALL. ' I I I 2. LATERAL FORCE-BRACING MEMBER LOCATED A MINIMUM OF 6 BUILDING TYPE: 68' PROTOTYPE INCHES FROM ALL HORIZONTAL PIPING OR DUCT WORK THAT PLAN VERSION: NOV 2019 ARE NOT PROVIDED WITH BRACING RESTRAINTS FOR I I HORIZONTAL FORCES. BRACING WIRES SHALL BE ATTACHED TOFLEXIBLE SHEET FULLY ••:• . I CONSTR. DIRECTOR John Treadwell THE GRID AND STRUCTURE AND SHALL SUPPORT A DESIGN LOAD OF THE GREATER OF 200 POUNDS OR THE ACTUAL LOAD, ADHERED ROOFING SYSTEM WOMENS 1'-8" ti 1'-11" SITE NUMBER: - WITH A SAFETY FACTOR OF 2. 103 . POLYISOCYANURATE � ; � 18 I STORE NUMBER: I 3. PROVIDE A VERTICAL STRUT FASTENED TO THE MAIN RUNNER,AND GYP. BD. CLG. SUPPORTED FROM THE ROOF OR FLOOR STRUCTURAL MEMBERS, INSULATION (R=1ECCj s,l @ 9'-0"A.F.F. i" 10 ADEQUATE TO RESIST THE VERTICAL COMPONENT OF LATERAL LOAD i RESISTED BY THE SPLAYED WIRES FOR THE SUSPENDED CEILING EXTERIOR SIDE C2 4_ `-' i I SYSTEM.SHOW DETAILS AND SPACING OF COMPRESSION STRUTS. PLACE STRUTS WITH 2 INCHES OF THE FOUR SPLAYED WIRES. FOR 12 STRUTS UP TO 4 FEET IN LENGTH A MINIMUM 25 GAUGE METAL STUD r' WITH 1-5/8 INCH FLANGES AND 1/2-INCH LIPS MAY BE USED. . i I 14 I I 4. MECHANICAL AND LIGHT FIXTURES FOR SUSPENDED CEILING MUST BE _ 12 CONNECTED TO ONE (1)VERTICAL 12 ga.WIRE ATTACHED TO I . . . . . . . . . OPPOSING CORNERS ALONG THE FIXTURES DIAGONAL.THESE WIRES MAY BE SLACK. PROVIDE PERIMETER VERTICAL WIRES 8 INCHES OUT .'.'.'.'.'.'.'.'.'.'.'.'. . . . . . . . . .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' ' I I FROM THE WALL USP. LG. .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' ' I I INTERIOR SIDE I YS. @ '-2" i o ".'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.•.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. 5. A HEAVY TYPE OF T-BAR CEILING SHALL BE USED. #! A.F. I C, 15107 OLD HARLAN RD N PLYWOOD SHEATHING . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . .. . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . .' 6 LOS ANGLE SHA E "MINIMUM IN - I THE WIDTH OF PERIMETER CLOSURE AN LLB 2 - - - - - - - - - - - - - - - - - - I- - - - 3 WIDTH. IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF REFER TO STRUCTURAL I LATHROP CA CEILING GRID SHALL BE ATTACHED TO THE CLOSURE ANGLE. THE SHEETS FOR SIZE OTHER END IN EACH HORIZONTAL DIRECTION SHALL HAVE A MINIMUM MENS 15 1 I 0.75"CLEARANCE FROM THE WAL LAND SHALL REST UPON AND BE STRUCTURAL JOISTS-REFER 104 I } FREE TO SLIDE ON A CLOSURE ANGLE. TO STRUCTURAL SHEETS FOR I ADDITIONAL INFORMATION GYP. BD. CLG. 7. SUSPENDED CEILINGS SHALL BE SUBJECT TO PERIODIC SPECIAL @ 9'-0"A.F.F. C142'-0" 16'-6" INSPECTION REQUIREMENTS.THE INSPECTION ENTAILS I I MANUFACTURER CERTIFICATION OF COMPONENT PERFORMANCE AND — I I i PERIODIC INSPECTION OF THE SUSPENDED CEILING SYSTEM ANCHORAGE SYSTEM. NORTH SUSPENDED CEILING WORKS SHALL COMPLY WITH ASTM C 635&636 �► NORTH 5 ROOF PLAN 4 SUSPENDED T-BAR CEILING 3 ROOF CONSTRUCTION 1 REFLECTED CEILING PLAN A2mO2 A2.02114"=1'-0" A2.02 1 1/2"=1'-0" A2.02 3"= 1'-0" A2.02 114"=1'-0" ROOF/CEILING PLAN