906 SE EVERETT MALL WAY REDWOOD 2025-04-07

DOOR SCHEDULE SIZE PANEL FRAME FIRE HARDWARE ° MARK EGRESS POP RIVET OR o x a WIDTH HEIGHT TYPE MATERIAL FINISH GLAZING MATERIAL FINISH RATING SET HDWR SET DESCRIPTION APPROVED W F u GROUND FLOOR ATTACHMENT METHOD w z 501 3'-0' T-0" A WD PAINTED CLEAR;TEMPERED IF PAINTED 45 MIN 71 ENTRY ENTRYLOCKSET a m 501A 3'-0' 7'-0" C WD PAINTED HIM PAINTED ❑ STOREROOM KEYED LOCKSET i 501C 3-0 1) T-0" B WD PAINTED CLEAR;TEMPERED HIM PAINTED ❑ PASSAGE PASSAGE SET a �M w� 501L 3'-0' T-0" B WD PAINTED CLEAR;TEMPERED HIM PAINTED ❑ OFFICE OFFICE LOCKSET ® ® xm 501M 3'-0' T-0" B WD PAINTED CLEAR;TEMPERED HIM PAINTED ❑ OFFICE OFFICE LOCKSET 501N 3'-0' T-0" B WD PAINTED CLEAR;TEMPERED HIM PAINTED ❑ OFFICE OFFICE LOCKSET 501P 3'-0' T-0" B WD PAINTED CLEAR;TEMPERED HM PAINTED ❑ CLASSROOM OFFICE LOCKSET 2"PERIMETER WALL MOLDING NP. 5010 3'-0' T-0" C WD PAINTED HM PAINTED 45 MIN ® ENTRY ENTRY LOCKSET Wl KEY CARD ° 0 5018 3'-0' T-0" C WD PAINTED HIM PAINTED 45 MIN 71 ENTRY I ENTRY LOCKSET Wl KEY CARD r STABILIZER BAR Y p DOOR TYPES GRID @ ATTACHED WALL GRID @ UNATTACHED WALL LLJ 3 PANELTYPE A B C o w LL GRID @ WALL NOTES: LL tl ce w 1.GRID TO BE ATTACHED TO WALL ANGLE ON TWO ADJACENT WALLS O W 2.WALLS WITH UNATTACHED GRID TO HAVE 314'CLEARANCE BETWEEN RUNNER PERIMETER SUPPORT END AND PARTITION WIRE @ EA.RUNNER J • 12 GAUGE HANGERS @ 4'A"O.C.EACH WAY Q w Q ATTACH HANGERS TO STRUCTURAL FRAMING C MEMBERS WITH 1WO L J EYEBOLTS PENETRATING 1 114"INTO STRUCTURE. m Q Sef ty Glazing, WALLANGLE IBC 2406.4.2 8. LLJ _ 112"0 EMT COMPRESSION Lu SEE 6— STRUTNPBRACE MA.@ DIAGONAL LU (15 ce ABV.� 1 J1 THAN WIRE 1"SHORTER LLJi W s ` 1 1 STRUTS @ 12'-0"O.C.OR CLOSER. N 8 CC C � a c O 4 PANEL STYLE FULL LITE WI RELITE FULL LITE FLUSH MAIN DUTY COMMERCIAL LEAF SIZE W X H T-O"X T-O" T-O"X T-0" T-0"X T-0'� MAIN AND INTERMEDIATE TEES UNIT SIZE W X H 5'-6"X T-O" T-0"X T-0" T-O"X T-O" V) N Ln U Lu N b 6 g DOOR NOTES: - 1.PER ANSI A 117.1-2009,ALL DOOR HARDWARE SHALL HAVE A SHAPE THAT n/ IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GENERAL CEILING NOTES: LL m GRASPING, OR TWISTING OF THE WRIST TO OPERATE. (E)POST-TENSIONE (E)POST-TENSIONE S CONC.SLAB CONC.SLAB Q w m S OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34"MINIMUMAND 48" (NO CHANGE) (NO CHANGE) 1.SUSPENDED CEILING TO BE INSTALLED TO CISCA RECOMMENDATIONS FORAREAS SUBJECT TO SEVERE SEISMIC ACTIVITY MAXIMUM ABOVE THE LOOR. 1 co 2.CEILINGS SHALL BE HORIZONTAL TO ATOLERANCE OF 118"IN 10'-0"MEASURED EACH WAY.GRID TO REMAIN ACONTINUOUS PATTERN THROUGHOUT N 2.EGRESS DOORS SHALL BE OPENABLE FROM THE EGRESS SIDE COMPRESSIBLE GASKET LL WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. &DEFLECTION GAP > - 3.HORIZONTAL SUPPORT SHALL BE PROVIDED BY FOUR WIRES MIN.NO.12U.S.GAGE SPLAYED IN FOUR DIRECTIONS,90°APART AND CONNECTED TO THE MAIN RUNNER ( ) Z :2 WITHIN 2"OF THE CROSS TEE AND TO THE STRUCTURE ABOVE ATAN ANGLE NOT EXCEEDING 45°FROM THE PLANE OF THE CEILING.THESE LATERAL SUPPORTS SHALL BE - PLACED 12'-0'O.C.IN EACH DIRECTION,WITH THE FIRST POINT WITHIN 6'-0"FROM EACH WALL. § w 3.ALL GLAZING WITHIN NEW DOORS SHALL BE TEMPERED. SLOTTED DEFLECTIO 3 TRACK 4.VERTICAL SUPPORTS SHALL BE NO.12U.S.GAGE WIRE TO SUPPORTA MAXIMUM OF 16 SQUARE FEET OF CEILING AND SADDLE-TIED AROUND MAINRUNNERS. L..C.. F- Z S DISCONTINUOUS ENDS OF CROSS-RUNNERS AND MAIN RUNNERS TO BE VERTICALLY SUPPORTED WITHIN W OF CEILING DISCONTINUITIES,INCLUDING WALLS. 4.INSTALL WALL BUMPERS,OVERHEAD STOPS,OR FLOOR STOPS AT ALL w V = a DOORS. 5.CEILING AREAS OVER 2,5005F MUST HAVE SEISMIC SEPARATION JOINTS OR FULL HEIGHT PARTITIONS v1 STL.BLOCKING----, 5.HARDWARE FUNCTIONS: mP') 6.CEILINGS WITHOUT RIGID BRACING MUST HAVE 2"OVERSIZED TRIM RINGS FOR SPRINKLERS AND OTHER PARTITIONS _ Q > PASSAGE LATCHSET:BOTH LEVERS ALWAYS UNLOCKED 7.CHANGES IN CEILING PLANE MUST HAVE POSITIVE BRACING J PRIVACY LOCKSET:PUSH-BUTTON LOCKING UNLOCK BY O H TURNING INSIDE LEVER OR USING EMERGENCY TOOL 8.CABLE TRAYS AND ELECTRICAL CONDUITS MUST BE INDEPENDENTLY SUPPORTED AND BRACED S OFFICE LOCKSET PUSH-BUTTON OR THUMBTURN LOCKING, (E)SUSPENDED ACOUSTICAL (E)SUSPENDE UNLOCK BYTURNING INSIDE LEVER OR KEY,INSIDE LEVER TILE CEILING,PATCH&REPAIR ACOUSTICALTILE CEILING 9.CONTRACTOR IS RESPONSIBLE FOR COSTAND COORDINATION OF SPECIAL INSPECTION IF REQUIRED BY LOCAL JURISTICTION 8 l N IQ ALWAYS UNLOCKED TO MATCH EXISTING 5 U ENTRY LOCKSET:DOOR LOCKED AT ALL TIMES,UNLOCK BY KEY COMPRESSIBLE GASKET � OR CARD READER ON EXTERIOR,INSIDE LEVER ALWAYS CONT METAL STUD TRACK,MATCH L UNLOCKED 1-HOUR RATED INTERIOR PARTITION: STUD SIZE,wl SCREWS @ 24"OC 6.CONTRACTOR SHALL VERIFY ROUGH OPENING DIMENSIONS IN FIELD ONE LAYER 518"TYPE'X'GYPSUM J-MOLD.ATTACH GWB PANELS T A PRIOR TO ORDERING DOORS. WALLBOARD APPLIED PARALLEL OR TOP TRACK w/SCREWS @12"O.C. AT RIGHTANGLES TO EACH SIDE OF K STEEL STUDS(SIZE PER PLAN)(�i6' LL 7.DOOR 8 HARDWARE SPECIFICATIONS TBD. O.C.WITH 1'TYPE S DRYWALL SCREWS 8"O.C. VERTICALJOINTS $ - INTERIOR PARTITION: y 812O.C. FLOOR&CEILING RUNNERS&INT RMEDIATESTUDS. JOINTS STAGGERED 24"ON ONE LAYER 518"GYPSUM WALLBOARD g OPPOSITE SIDES. APPLIED PARALLEL OR AT RIGHT R ANGLES TO EACH SIDE OF STEEL STUDS(SIZE PER PLAN) i6"O.C. WITH 1"TYPES DRYWALL S�REWS 8" O.C.@ VERTICAL JOINTS 812'O.C.((rrDD FLOOR&CEILINGRUNNERSB m _ INTERMEDIATE STUDS.JOINTS STAGGERED 24"ON OPPOSITE SIDES. y o SOUND BATT INSULATION SOUND BATT INSULATION METAL STUD TRACK, METAL STUD TRACK, MATCH STUD SIZE, MATCH STUD SIZE, ANCHORED TO FLOOR ANCHORED TO FLOOR BASE PER FINISH SCHEDUL BASE PER FINISH SCHEDULE FLOORING PER FINISH PLA FLOORING PER FINISH PLAN ,. - ..ON(E)POSTCONCI 9/10/24 SLAB (E)POST-TENSIONE (NO CHANGE) CONC.SLAB (NO CHANGE) ASSEMBLIES AND SCHEDULES -HOUR RATED INTERIOR WALL -LOAD BEARING INTERIOR WALL, TYP. A3 1 -H TYP. NON-LOAD A3.1 1 1 V- " A3.1 1 1/2 v-0„ o 1. 1r a^