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RATING: <br />1 Eire <br />FRAME: Size / Caine <br />" MTL OR 2XIS WD <br />FACING: Material <br />GWB <br />Value SECT <br />/ <br />Spacing CEILING <br />16" <br />ACOUSTIC <br />BATT INSUL. SEE DETAIL <br />Th k 10&12/A401 <br />5/8 '@ <br />PEAK 4��, <br />SCALE:NTS <br />1008.1.3 DOOR OPENING FORCE. <br />THE FORCE FOR PUSHING OR PULLING OPEN INTERIOR SWINGING EGRESS DOORS, OTHER THAN FIRE <br />DOORS, SHALL NOT EXCEED 5 POUNDS (22 N). FOR OTHER SWINGING DOORS, AS WELL AS SLIDING <br />ANTI Fnl Fljt\lr' no nDC TLJC F)nnD I AT(\LI CLJAI I DCI GACC \AIUE-[\I Cl ID IC(`TCfI Tn A 9 F D(ll IN(l /G'7 kl\ <br />f l I V V I V L V I V V VVVI \ J, I I L_ V V V I \ I I V I I J I I- L L I\ L L L /-1 J L v Y I I L I V J V V V L V I L V I I V I V V I Y V ` V/ I V J <br />FORCE. THE DOOR SHALL BE SET IN MOTION WHEN SUBJECTED TO A 30-POUND (133 N) FORCE. <br />THE DOOR SHALL SWING TO A FULL -OPEN POSITION WHEN SUBJECTED TO A 15-POUND (67 N) <br />FORCE. <br />1008.1.3.1 LOCATION OF APPLIED FORCES. <br />FORCES SHALL BE APPLIED TO THE LATCH SIDE OF THE DOOR. <br />1008.1.9 DOOR OPERATIONS. <br />EXCEPT AS SPECIFICALLY PERMITTED BY THIS SECTION EGRESS DOORS SHALL BE READILY OPERABLE <br />FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. <br />1008.1.9.1 HARDWARE. <br />DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON DOORS REQUIRED TO <br />BE ACCESSIBLE BY CHAPTER 11 SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING <br />OF THE WRIST TO OPERATE. <br />1008.1.9.2 HARDWARE HEIGHT. <br />DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES SHALL BE INSTALLED 34 <br />INCHES (864 MM) MINIMUM AND 48 INCHES (1219 MM) MAXIMUM ABOVE THE FINISHED FLOOR. LOCKS <br />USED ONLY FOR SECURITY PURPOSES AND NOT USED FOR NORMAL OPERATION ARE PERMITTED AT <br />ANY HEIGHT. <br />EXCEPTION: ACCESS DOORS OR GATES IN BARRIER WALLS AND FENCES PROTECTING POOLS, SPAS <br />AND HOT TUBS SHALL BE PERMITTED TO HAVE OPERABLE PARTS OF THE RELEASE OF LATCH ON <br />SELF -LATCHING DEVICES AT 54 INCHES (1370 MM) MAXIMUM ABOVE THE FINISHED FLOOR OR <br />GROUND, PROVIDED THE SELF -LATCHING DEVICES ARE NOT ALSO SELF-LOCKING DEVICES OPERATED <br />BY MEANS OF A KEY, ELECTRONIC OPENER OR INTEGRAL COMBINATION LOCK. <br />1008.1.9.3 LOCKS AND LATCHES. <br />LOCKS AND LATCHES SHALL BE PERMITTED TO PREVENT OPERATION OF DOORS WHERE ANY OF THE <br />FOLLOWING EXISTS: <br />1, PLACES OF DETENTION OR RESTRAINT. <br />2. IN BUILDINGS IN OCCUPANCY GROUP A HAVING AN OCCUPANT LOAD OF 300 OR LESS, GROUPS <br />B, F, M AND S, AND IN PLACES OF RELIGIOUS WORSHIP, THE MAIN EXTERIOR DOOR OR DOORS ARE <br />PERMITTED TO BE EQUIPPED WITH KEY -OPERATED LOCKING DEVICES FROM THE EGRESS SIDE <br />PROVIDED: <br />2.1. THE LOCKING DEVICE IS READILY DISTINGUISHABLE AS LOCKED; <br />2.2. MAIN ENTRY DOOR: A READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE ON OR <br />ADJACENT TO THE DOOR STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". <br />THE SIGN SHALL BE IN LETTERS 1 INCH (25 MM) HIGH ON A CONTRASTING BACKGROUND; AND <br />2.3. THE USE OF THE KEY -OPERATED LOCKING DEVICE IS REVOKABLE BY THE BUILDING OFFICIAL FOR <br />DUE CAUSE, <br />3. WHERE EGRESS DOORS ARE USED IN PAIRS, APPROVED AUTOMATIC FLUSH BOLTS SHALL BE <br />PERMITTED TO BE USED, PROVIDED THAT THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLLS HAS <br />NO DOORKNOB OR SURFACE -MOUNTED HARDWARE. <br />4. DOORS FROM INDIVIDUAL DWELLING OR SLEEPING UNITS OF GROUP R OCCUPANCIES HAVING AN <br />OCCUPANT LOAD OF 10 OR LESS ARE PERMITTED TO BE EQUIPPED WITH A NIGHT LATCH, DEAD BOLT <br />OR SECURITY CHAIN, PROVIDED SUCH DEVICES ARE OPERABLE FROM THE INSIDE WITHOUT THE USE <br />OF A KEY OR TOOL. <br />5. FIRE DOORS AFTER THE MINIMUM ELEVATED TEMPERATURE HAS DISABLED THE UNLATCHING <br />MECHANISM IN ACCORDANCE WITH LISTED FIRE DOOR TEST PROCEDURES. <br />1008.1.9.4 BOLT LOCKS, <br />MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS ARE NOT PERMITTED. <br />EXCEPTIONS: <br />1. ON DOORS NOT REQUIRED FOR EGRESS IN INDIVIDUAL DWELLING UNITS OR SLEEPING UNITS. <br />2. WHERE A PAIR OF DOORS SERVES A STORAGE OR EQUIPMENT ROOM, MANUALLY OPERATED <br />EDGE- OR SURFACE -MOUNTED BOLTS ARE PERMITTED ON THE INACTIVE LEAF. <br />3. WHERE A PAIR OF DOORS SERVES AN OCCUPANT LOAD OF LESS THAN 50 PERSONS IN A <br />GROUP B, F OR S OCCUPANCY, MANUALLY OPERATED EDGE- OR SURFACE -MOUNTED BOLTS ARE <br />PERMITTED ON THE INACTIVE LEAF. THE INACTIVE LEAF SHALL CONTAIN NO DOORKNOBS, PANIC BARS <br />OR SIMILAR OPERATING HARDWARE. <br />4. WHERE A PAIR OF DOORS SERVES A GROUP B, F OR S OCCUPANCY, MANUALLY OPERATED <br />EDGE- OR SURFACE -MOUNTED BOLTS ARE PERMITTED ON THE INACTIVE LEAF PROVIDED SUCH <br />INACTIVE LEAF IS NOT NEEDED TO MEET EGRESS WIDTH REQUIREMENTS AND THE BUILDING IS <br />EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION <br />903.3.1.1. THE INACTIVE LEAF SHALL CONTAIN NO DOORKNOBS, PANIC BARS OR SIMILAR OPERATING <br />HARDWARE. <br />1008.1.9.5 UNLATCHING. <br />THE UNLATCHING OF ANY DOOR OR LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION. <br />3 6/ 8/// 3 <br />__ A <br />STANDARD ALUM STOREFRONT STANDARD <br />SOLID CORE WOOD ENE HM - EXTERIOR DOOR <br />ALL DOORS AND RRLITB GLAZING TO BE TEMPERED - SAFETY GLAZING <br />ALL DOOR HANDLES TO BE LEVER TYPE <br />ALL DOORS TO BE 32" MINIMUM CLEAR WIDTH <br />1 m DOOR TYPES <br />Ifwa <br />DOOR 8c HARDWARE <br />GENERAL <br />NOTES <br />1. SEE HARDWARE SPECIFICATIONS FOR HARDWARE <br />TYPES AND INSTALLATION. <br />2. DOOR WIDTH & HEIGHT ARE NOMINAL <br />DIMENSIONS FROM <br />JAMB TO FINISH FLOOR TO <br />BOTTOM OF FRAME @ HEAD,. REFER TO SPECIFICATIONS FOR <br />CLEARANCES <br />3. DOUBLE DOOR NOMINAL WIDTH INDICATES <br />2 DOOR LEAVES OF EQUAL WIDTH, U.O.N. <br />4. DOOR CONSTRUCTION SHALL PROVIDE <br />ATTACHMENT OF ALL <br />HARDWARE WITHOUT <br />THROUGH - BOLTS <br />5. DOOR / HARDWARE SHALL COMPLY WITH <br />ALL APPLICABLE <br />IBC & ACCESSIBILITY <br />REQUIREMENTS <br />6. SEE SHEET A6.01 / A603 FOR TYPICAL DOOR DETAILS <br />GROUP 1 - SINGLE, PASSAGE LATCH SET, NON -RATED <br />HARDWARE: <br />1 LEVER I STYLE PASSAGE LATCH <br />SET <br />1 WALL MOUNTED DOOR STOP <br />3 HINGES <br />SOLID CORE WOOD DOOR / HM DOOR PER SCHEDULE <br />1 SS KICK PLATE EACH SIDE OF DOOR <br />DOOR SCHEDULE <br />H� <br />w <br />Li <br />= <br />� <br />OLI= <br />o <br />o <br />w <br />w <br />:5i <br />� <br />o <br />o <br />w <br />o <br />Q <br />w <br />Q <br />� <br />w <br />Q <br />> <br />w <br />o <br />3: <br />_ <br />w <br />= <br />(N)101 <br />PR3'-O" <br />6'-8" <br />D2 <br />ALUM <br />MAN <br />X <br />NEW <br />NON RATED DOOR <br />(N)102 <br />3'-0" <br />6'-8" <br />D1 <br />HM/WOOD <br />1 <br />X <br />NEW <br />NON RATED DOOR <br />(N)103 <br />3'-0" <br />6'-8" <br />D1 <br />HM/WOOD <br />1 <br />X <br />NEW <br />NON RATED DOOR <br />(N)104 <br />3'-0" <br />6'-8" <br />D1 <br />HM/WOOD <br />1 <br />X <br />NEW <br />NON RATED DOOR <br />(N)105 <br />3'-0" <br />6'-8" <br />D1 <br />HM/WOOD <br />1 <br />X <br />NEW <br />NON RATED DOOR <br />(N)106 <br />3'-0" <br />6'-8" <br />D1 <br />HM/STEEL <br />1 <br />X <br />NEW <br />NON RATED STEEL DOOR <br />EXISTING DOORS <br />(E)101 <br />3'-0" <br />6'-8" <br />D2 <br />ALUM <br />EXST'G <br />X <br />TO BE REMOVED <br />(E)102 <br />3'-0" <br />6'-8" <br />D2 <br />ALUM <br />EXST'G <br />X <br />TO BE REMOVED <br />(E)103 <br />3'-0" <br />6'-8" <br />D3 <br />HM <br />EXST'G <br />X <br />TO BE REPLACED <br />(E)104 <br />3'-0" <br />6'-8" <br />D3 <br />HM <br />EXST'G <br />X <br />TO REAMIN / INFILL INTERIOR WALL <br />PER PLAN <br />PROVIDE EXISTING <br />MOUNTED LIGHT FIXTURE <br />TO REMAIN TYP <br />SEE RCP. <br />3/A601 <br />SIGNAGE <br />co <br />I <br />NOTES <br />1. PROVIDE OCCUPANCY <br />SENSOR <br />2. SINK TO HAVE LEVER <br />TYPE HANDLES -TYP <br />ALL SINKS <br />3. 50CFM CEILING <br />FAN - <br />6'-7„ <br />VERTICAL <br />GRAB BA <br />HA <br />GRABY <br />c� <br />CTJ <br />Uj <br />> <br />cn <br />A� :Oa <br />oA FLU�USH SIDE <br />� <br />0 <br />w <br />a <br />v0 30x0, �I 1-1 o <br />M <br />10 a ENLARGED RESTROOM PLAN <br />SCALE: 1/4" = V-0" <br />FRP TO 60" AFF <br />ALL RESTROOM <br />WALLS <br />56" X 60 CLEAR <br />SPACE @ TOILET <br />PER ICC 604.3 <br />30"X48" CLEAR <br />SPACE PER ICC <br />305 @ SINK <br />NOTE: <br />TOTAL SUSPENDED CEILING AREA G 1000SF. <br />LATERAL RESTRAINT SYSTEM NOT REQUIRED <br />PER ASCE 7-02 - 9.6.2.6.2.2 EXCEPTION <br />C. <br />NO. 12 GA. VERT. WIRE <br />HANGER IN COMPRESSION <br />TUBE - LEVEL CEILING <br />GRID PRIOR TO SETTI <br />CONDUIT <br />SECURE ALL WIRES TO TEES <br />MAXIMUM 2" FROM <br />INTERSECTION <br />45' <br />45' <br />8" MAX. <br />3/4" CLEAR <br />■ <br />PERIMETER MEMBER <br />AT STARTER WALLS <br />LATERAL FORCE <br />BRACING <br />PROVIDE 2 <br />GA. HANGE <br />LIGHT FIXT <br />LESS THAI\ <br />45' <br />TYP. CEILING BRACING <br />#12 GAGE HANGER WIRE, <br />4' EA WAY PLUS ONE <br />WIRE AT EA CORNER OF <br />LIGHT FIXTURES — <br />— 3 FU ILL <br />TURNS MIN. <br />2" WALL <br />MOULDING <br />❑ RUNNERS AT WALLS <br />RIGID STEEL HEAVY DUTY EMT <br />CONDUIT STRUT. @ 12'-0" O.C. <br />EA. WAY. START 6'-0" MAX FROM <br />EDGE OF CEILING AROUND <br />PERIMETER <br />WHERE "L" IS GREATER THAN <br />8'-6" AND LESS THAN 17'-0" <br />ADD (4) SPLAY WIRES AT MID <br />HEIGHT OF STRUT. <br />1 "DIA. X 20GA EMT STEEL <br />CONDUIT WHER "L" IS <br />GREATER THAN 5'-6" - 3/4" <br />DIA 22 GA. EMT STEEL <br />CONDUIT STRUT UP TO "L" OF <br />5'-6". SLIP OVER #12GA IN <br />PLACE VERTICAL WIRE. CUT TO <br />FIT AND SHIM TIGHT TO <br />FLOOR OR ROOF STRUCTURE <br />AND MAIN RUNNER <br />CROSS TEE <br />WIRE LOCKING PIN TO FASTEN <br />CROSS RUNNER TO MAIN <br />(4)-#12 GA SEISMIC SPLAY WIRE <br />ONE EACH WAY IN PLANE OF OF <br />EACH MAIN RUNNER - VERTICAL <br />ANGLE OF 45° - ALL WIRES <br />SECURED TO MAIN RUNNER WITHIN <br />3" OF INTERSECTION AT EA. END <br />OF SPLAY WIRE THRU HOLE IN <br />RUNNER, CONDUIT STRUT OR THRU <br />EYE SCREW & TWISTING WIRE TIGHT <br />AROUND ITSELF AT LEAST THREE <br />COMPLETE TURNS IN 1-1/2" TYP. <br />MAIN TEE (HEAVY DUTY <br />8" MAX. <br />MINIMUM <br />CLEARANCE �I <br />I I I I I I I I I I I I <br />AT OPPOSITE WALLS <br />1 <br />2" WALL <br />MOULDING <br />#12 GAGE HANGER AT <br />EACH CORNER <br />LBS: AND 4-#12 -- LIGHT FIXTURE <br />GA. IF LIGHT <br />FIXTURE LIGHT SHALL BE ATTACHED <br />EXCEEDS 56 TO THE CEILING SYSTEM <br />LBS. IT SHALL WITH POSITIVE CLAMP <br />BE SUPPORTED DEVICES. <br />FOM THE <br />STRUCTURE yak HEAVY DUTY SYSTEM <br />ABOVE BY <br />APPROVED ® LIGHT FIXTURE BRACING 1. CEILING OVER 1,000SF REQUIRE <br />HANGERS HORIZONTAL RESTRAIT SYSTEM <br />2. CEILING WITHOUT RIGID BRACING <br />MUST HAVE 2" OVERSIZED TRIM <br />RINGS FOR SPRINKLERS AND OTHER <br />o CEILING PENETRATIONS <br />SCALE: 3 V-0 CEILING TO COMPLY WITH IBC, ASTM C635, <br />C636 & CISCA GUIDELINES <br />REFER TO SECTIONS <br />FOR TRACK SIZE —� <br />REFER TO SECTIONS " Q <br />FOR FASTENERS TO o �00 <br />STRUCTURE ABOVE <br />Q o �p0 <br />�OF STUD (1) # 10 SCREW PER <br />0 Q O STUD FLANGE <br />END OF o U THROUGH CENTER OF <br />SLIP TRACK--// <br />O TYPICAL STUD <br />00� <br />11 cSLIP TRACK DETAIL <br />SCALE:NT <br />FRAMING TO UNDERSIDE <br />SOUND TEST OF STRUCTURE <br />40-44S T C <br />DEFLECTION TRACK @ FULL HEIGHT <br />PARTITIONS (SLIP TRACK) <br />w UNDERSIDE OF STRUCTURE <br />Q <br />- _•> <br />- (6") METAL STUDS @ 16" O.C. 20 <br />11 <br />GAUGE - TO UNDERSIDE OF <br />j STRUCTURE <br />SCREWS <br />®PARTITION <br />SCALE: 3"=V-0" <br />-- <br />ACOUSTIC INSULATION (PROVIDE <br />ACOUSTIC SEALANT AT TOP TRACK - <br />BOTH SIDES) <br />EXISTTNG TYPE "X" 5/8" GYPSUM <br />WALL BOARD - <br />ACOUSTIC INSULATION (PROVIDE <br />ACOUSTIC SEALANT AT BOTTOM <br />TRACK - BOTH SIDES) <br />ATTACH WITH 1" RAMSET 1508 <br />POWER ACUATED FASTENERS @ 16" <br />O.C. <br />-- <br />4" RUBBER BASE - TYP <br />r- <br />CONC. <br />�-- FIRE SEALANT - ALL VOIDS <br />DEMISING L <br />DEFLECTION TRACK <br />ni- a� - I' ;.I. r.' <br />�DARD #6 - PAN <br />D SHEET METAL <br />EWS @ STUDS <br />GYP. BD. - TYP. <br />3-5/8" 20 GA. MTL. <br />STUDS @ 16" O.C. <br />SEE WALL TYPE DETAIL <br />GYP. BD. - TYP. <br />STURE RESISTANT @ <br />FROOMS AND PREP <br />EDGE MOLDING <br />LK AND PAINT - <br />SIDE. (TYP) <br />TING DEMISING WALL PER <br />� - TO REMAIN - <br />NT) BATT INSULATION NOT <br />UIRED, MAY NOT BE <br />TING <br />w <br />V) <br />w <br />CL <br />N <br />C) <br />I- <br />0 <br />0 <br />fu <br />.� <br />w <br />e--: <br />00 <br />EE <br />g- �co <br />T- <br />N— <br />c�4 M CD <br />E <br />CD C,4 <br />a) <br />a) <br />cu <br />co <br />00 <br />cn <br />L_ <br />M <br />ui <br />