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REVISIONS BY PULL SIDE CLEAR AT EXTERIOR 12"MIN (E) ROOF SYSTEM" 1 24 MINI DOORS 2-#10 x 1 1/2" TOPS MISC. NOTES. PUSH SIDEI EXISTING OA-(2) #1)0 W. TRUSS ROOF 18" MINI CLEAR AT INTERIOR i °I W.S. TYP. ROOF SYSTEM SYSTEM (2) #10 W.S. *ANGLE DOORS z ° CHORD INSUL. WALL BRACKET PROVIDE THIS (TYP.) PANEL B. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON ADDITIONAL SPACE ° DOORS AND GATES SHALL COMPLY WITH 11 B- 309.40PERATION. OPERABLE 1 3/8 X 3 518 ° #8 x 3/4" TEK SCREWS PARTS OF SUCH HARDWARE SHALL BE 34 INCHES MINIMUM AND 44 INCHES IF DOOR IS EQUIPPED - \ / @ MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. 1 ° (N) T-BAR 12 GA. M X 20 GA. �I / SEE RCP 1 3/8" x 3 5/8"X 20 GA. TAPPING 23" O.C. WI BOTH A LATCH MTL. STUDS \ / MTL. STUDS @ 24" O.C. PLATE (2 - PER PANEL MIN.) C. THE FORCE FOR PUSHING OR PULLING OPENS A DOOR OR GATE OTHER AND A CLOSER @ 24" O.C. MAX. \ \ / / ESR-1166P THAN FIRE DOORS SHALL BE AS FOLLOWS: CBC SEC 11 B-404.2.9 FRONT APPROACHES - SWINGING DOORS � ESR-1166P \O\ / 2 -SCREWS S.M.WS TYP. BUTYL HOT- DIPPED - INTERIOR HINGED DOORS AND GATES: 5 POUNDS MAXIMUM, 54" MIN. �� \ GALV. STAINLESS - EXTERIOR HINGED DOORS: 5 POUNDS MAXIMUM. EALANT Complying With "X" BRACING TO BE NOTE: BOT. (2)AlA1003-15 O / \ \ \ STEEL HILTI QUICK D. SWINGING DOOR AND GATE SURFACES WITHIN 10 INCHES OF THE / \ CONTRACTOR TO VERIFY CHORD PULL SIDE PUSH SIDE Structural 3 518 X 20 GA. #10 W.S. FINISH FLOOR OR GROUND MEASURED VERTICALLY SHALL HAVE A SMOOTH / \ ROOF SYSTEM TYPE SITE BOLT TZ @ 30" O.C. X z Grade 50 Type H MTL. STUDS @ SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR TRACK GAUGE TO yp 2 -#10 S.M. WI MIN. 2 1/2 (N) 2 x T-BAR ST50H ASTM i @ 48 O.C. EMBEDMENT ( ) GATE. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN THESE ♦ } MATCH STUD GAUGE 1; A 1003-15 SCREWS ° ESR-1166P SURFACES SHALL BE WITHIN 1/16 INCH OF THE SAME PLANE AS THE OTHER Structural Grade 33 ° _ TYP. — — — °-- — — — PER ESR- 1917 I � AND BE FREE OF SHARP OR ABRASIVE EDGES. CAVITIES CREATED BY o CONVENTIONAL 2 ADDED KICK PLATES SHALL BE CAPPED. PER CBC 11 B-404.2.10. I I 2 3 (ST33H) I° °I I °I ° TRACK O PURLIN ASTM A 653 SS — — — -- — — SECTION (2) #10 W.S. ROOF SYSTEM #10 W.S. CONC. E. THERE SHALL BE NO PROJECTIONS INTO THE REQUIRED CLEAR NOTE: Y = 48" MIN. IF DOOR HAS 1 1/4" x 3 518"X 25 GA. 01 GRADE 50 FLOOR NOTE: X= 36" MIN. IF Y= 60" BOTH LATCH AND A CLOSER MTL. STUDS @ 16" O.C. L NEW 13/8"x 3 5/8" X 20 GA. *ANGLE BRACKET- OPENING WIDTH LOWER THAN 3 INCHES ABOVE THE FINISH FLOOR OR 00 CLASS1 OR (N) SOFFIT SEE SHT. E-1 GROUND. PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN CD 00 X =42" MIN. IF Y = 54" -" ESR-2620* ` 14� ' LAMINATE MTL. STUDS @ 24" O.C. 314 x 314 x 12 GA. GALV. STEEL � o ASTM A 653 SS HEIGHT TO BE DETERMINED OR 34 INCHES AND 80 INCHES ABOVE THE FINISH FLOOR OR GROUND SHALL � � HINGE - SIDE -APPROACHES - SWINGING DOORS complying 1 GRADE 33 SITE SOFFIT ESR-1166P � � c _ @ A304 STAINLESS STEEL NOT EXCEED 4 INCHES. PER CBC 11 B-404.2.3. L 0 � with ASTM A1003-10 1 4'-0" a o PULL SIDE PUSH SIDE 1 Nonstructural Grade 50 (NS50)` 1 a_ 00 24" MINI ♦ 124" MIN. (TYPICAL) ;411 ' A-2 TYPICAL SOFFIT DETAIL A-2 WALK-IN WALL TO FL. Z �,, } SOFFIT TO ROOF CONNECTIONS a ATTACHMENT DETAIL Z �N N (' jr- PER FINISH SCHEDULE k QLV ca ° E NOTE: 1 1 . s ccNOTE: Y= 54" MIN. IF DOOR HAS Y =48" MIN. IF DOOR HAS A CLOSER 141 ' A CLOSER 5/8" GYP. BD. a a 1 BOTH SIDES OF WALL SIDE APPROACHES - SWING DOORS 1 114" x 3 518" X 25 GA. 54 MIN. MTL. STUDS @ 16" O.C. ESR-2620* z i z complying I with ASTM A1003-10 A_� INTERIOR PARTITION Nonstructural Grade 50 (NS50) oFEsso, , 1 (TYPICAL) G FRONT APPROACH - SLIDING SLIDE SIDE APPROACH -SLIDING LIMITING WALL HEIGHT TABLES - COMPOSITE (L1240) CONT. MTL. TRACK PER SPECIFICATIONS PROVIDED BY THE W/ RAMSET POWER DRIVEN DOORS AND FOLDING DOORS DOORS AND FOLDING DOORS "STEEL STUD MANUFACTURES ASSOCIATION" ESR-2620* ANCHOR .180 DIA x 1 1/2" u� -' m LONG @ 32" O.C. tr Exp. 0 31 3 z « ICC-ESR-1955 1px CIV STUD SIZE & GAUGE 12 O.C. 16 O.C. 24 O.C. CONCRETE SLAB 18'2" � � I 1-1/4"x 3-5/8" x 25 GA. 154" 14'-4" 13'-5" 21" OFCA� 1-1/4"x 3-518" x 20 GA. 17'-10" 16'-5" 14'-9" LATCH SIDE APPROACH --SLIDING DOORS 3 TIER 3 TIER 3 TIER R AND FOLDING DOORS1-1/4"x 5-5/8" x 25 GA. 26-9" 24'-6" 21'-7" 18x48 18x48 18x36 A 1 5/8" GYP. BD. REQUIRED BOTH SIDES OF WALL, FULL I 48 MINS, HEIGHT WITH MIN. ATTACHMENT OF#6 SCREWS @ 12" O.C. O STUD TO FLOOR CONNECTION M ' IX 25 G A. DRY MTL. STUDS 48" O.C. w STORAGE (STAGGERED) * S/S &TEMP. GLASS �� (2) #10 SMS. SR-2620* complying with Ri M m �I z ao z SNEEZE GUARD �� \ ASTM Al 003-10 Nonstruct. C6 SEE SHT. A-215" \ \ Grade 50 (NS50) DOOR IN SERIES IF 450 \ � A-1 MTL. TRACK TYPICAL \�� +�, (2) #10 SMS. -4 s 48 MIN. LOBBY i i FRP OVER KITCHEN o -- —� DRYWALL TRACK GAUGE TO NEW CEILING SYSTEM DOORS AT ADJACENT WAILS PL-05 3-5/8" 20 GA. MATCH STUD GAUGE PER PLAN 6" ii MTL. STUDS 48" MIN. i 45" TO THE TOP OF i i @ 16" O.C. SEE RCP �o 60 lol ESR-2620* THE CORIAN CAP 5/8" GYP. BD. WALK-IN A_1 5' SCULLERY ®FD 7'11-1/2" N Z N Z MINIMUM complying with SEE DETAIL 3 BOTH SIDES OF WALL COOLER / PREP. � Di ASTM Al 003-10 FOR w 8'x16' 8'1-1/2" 518 GYP. BD. i i Nonstructural BOTH SIDES i i BRACE TO ROOF 1 1/4" x 3 518"X 25 GA. °s A-1 U *PROVIDE THIS ADDITIONAL i i Grade 50 (NS50) SPACE IF DOOR IS EQUIPPED �_, �z OF WALL I I CONNECTION � ESR-2620* @ 16 O.C. x m 3'6" WITH BOTH A LATCH AND A CLOSER _ z C2 DETAIL LOGO WIN. Q - ---- ------------------ -------- i i 1 complying _ U F.s- 3'6" LU BOTH DOORS OPEN OUT with ASTM A1003-10 -� r DOORS AT OPPOSITE WALLS Nonstructural Grade 50 (NS50) TO" z LEVEL MANEUVERING CLEARANCE AT DOORS (TYPICAL) ---� ,� IF A-3 HALF WALL DETAIL w � H.C. DOOR CLEARANCE REQUIREMENTS BRACE TO STUD CONNECTION O2 M z CLIP � 5, � 9'2-1/2" � (4) #10W'S'METAL STUD EXISTING BILK. TRUSS ROOF SYSTEM A-1 REINFORCEMENT 15/8" cii 1 114" x 3 5/8" X 25 GA. O 6" MIN. WIDTH x 20 GA. MTL. STUDS @ 48" O.C. REQ'D FOR ALL OPENINGS METAL STUD BACKING (STAGGERED) CV PENETRATIONS CENTER IN WEB C, ii ESR-2620* GREATER THAN o� complying With KITCHEN 3' PUNCH-OUT DEPTH 4 ASTM Al 003-10 Nonstructural WOOD STUD Grade 50 (NS50) (3) #10 SMS NOTE: CONTRACTOR TO VERIFY NO REINFORCEMENT 1 1/2" n EDGE OF PENETRATION 4' U o REQ'D FOR PENETRATIONS SHALL NOT BE LOCATED EA. END ROOF SYSTEM TYPE @ SITE VOID WITH A DIAMETER LESS THAN% ANY WIDER THAN EITHER (3) #10 WOOD OR EQUAL TO PUNCH DEPTH. EDGE OF THE PUNCH .� SCREWS EA. END 3 EXCEPT AS NOTED BELOW. (4) #10W. + EXISTING A-1 11 0 + PANELIZED ROOF SYSTEM + NOTES: 1 114"x 3 518" X 25 GA. MENU BOARD @ 6-10"A.F.F. PIZZA TRACKER MONITOR 1. FLANGES SHALL NOT BE NOTCHED OR CUT. MTL. STUDS @ 48 0. T 4" 2. CAPACITY VERIFICATION BY DESIGN IS REQ'D 2x6 MIN. WOOD BLK'G (STAGGERED) ' SERVICE AREA FOR ANY OPENINGS LOCATED AT CONCENTRATED OR PLYWD. BACKING. ESR-2620* complying _ _ LOADS AND BEARING ENDS. VERIFY LOCATIONS with ASTM Al 003-10IF W/OWNER 3. APPLICABLE TO TRACK, STUDS, JOISTS & RAFTERS. Nonstructural Grade 50 (NS50) ;'"' _ 0 0 FOCAL II II WALL RED FOCAL SOFFIT ORDER T V —01 4' TYPICAL WEB PENETRATIONS TYPICAL BACKING DETAIL BRACE TO ROOF CONNECTIONS O -------- PICK-UP OPNG. • 5'HIGH WALL o 4j o SNEEZE (4/ GUARD A-2 #8 SMS. @ 30" O.C.1 1/4" x 3 5/8"x 25 GA. HALF WALL _ MTL. STUDS @ 48" O.C. CLIP ANGLE NO LESS STUD TO STUD 2a / (STAGGERED) THAN 1/2 LESS THAN CUT TRACK LOBBY STUD DEPTH FLANGE (take out only) SOFFIT �/ z JAMB AND BEND TO —TYP. ENTRANCE ENTRANCE z TYP FASTEN TO o \\ ALLOW CONNECTION MTL. STUD MTL. STUD �/� 10-11 WIDE Q Q ROOF FRAMING JAMB / W/ (E) SECURITY J ABOVE WI (4) 10x1 1/4" \ D (N) �/ / GATE SM. SCREWS TRACK 0 OR TRACKCHALK / o ~� TYP. #8 SMS. @ 30" O.C. WALL IF MTL. STUD FSTUD TO STUD 4 BEND PORTION % DRAWN OF WEB DOWN 4 AND FASTEN TO CUT TRACK AND N JAMB BEND TO EXTENSION DATE 4 TRACK ° o o OF FLANGES FOR SCREWS WALL LEGEND 10 - 12 -20 CONNECTION AS REQ'D STUD OR CLIP ANGLES JAMB NOTE: INVERT DETAILS AS REQ'D FOR STUD FOR HEAD CONNECTION (E) WALLS SCALE CONDITIONS TYPICAL (N) INTERIOR PARTITION 1/4" = ONE FOOT TYPICAL WALL BRACING DETAIL TYPICAL SILL & HDR. CONNECTIONS CORNER & INTERSECTION FRAMING (NON-BEARING) SHEET (N) WALK-IN WALL (MANUFACTURED) A 5