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21 <br />2"2" <br />4" <br />2"2" <br />2" <br />HOLLOW METALHOLLOW METAL <br />FLUSH <br />F <br />HALF GLASS <br />G <br />2' <br />- <br />6 <br />" <br />6 3/4"7" <br />3' <br /> <br />- <br /> <br />4 <br /> <br />1 <br />/ <br />2 <br />" <br />NARROW <br />LITE <br />N <br />AF <br />F <br /> <br />M <br />A <br />X <br />3' <br />- <br />7 <br />" <br />1' <br />- <br />8 <br />" <br />6"5" <br />DOOR SCHEDULE NOTES <br />1. ALARM OR EXIT DEVICE AS SPECIFIED <br />2. THRESHOLD <br />3. INSTALL CONT GEARED HINGE <br />4. DOOR AND DOOR FRAME SHALL BE OWNER FURNISHED, <br />GC INSTALLED, REF SPECS <br />5. DOOR TO BE FACTORY FINISH, DO NOT PAINT <br />6. SIGNAGE: PROVIDE 1" HIGH LETTERS IN CONTRASTING <br />COLORS TO BACKGROUND, TEXT TO READ "WHEN LIGHT <br />IS FLASHING, ALARM WILL SOUND". <br />7. NOMINAL SIZE FOR HEIGHTS AND WIDTHS ARE <br />DETERMINED BY THE PACKAGE HEIGHT AND WIDTH <br />FROM DOOR VENDOR <br />8. CUSTOMER FACING PUSH-TO-EXIT DOOR LOCK RELEASE <br />HARDWARE AND ACCESSORIES OWNER PROVIDED, GC <br />INSTALLED, REF SPECS. <br />9. LATCH OR LOCK SET AS SPECIFIED <br />10. PUSH AND/OR PULL. <br />GENERAL DOOR NOTES <br />1. ALL DOORS SCHEDULED AS NEW ARE TO RECEIVE <br />COMPLETE NEW HARDWARE SETS AS LISTED IN <br />SPECIFICATIONS. <br />2. INSTALL DRIP CAP AT ALL NEW EXTERIOR DOORS. <br />3. PAINT EXTERIOR DOOR TO MATCH ADJACENT WALL <br />COLOR. IF THERE ARE TWO COLORS AT ADJACENT <br />WALL, USE BOTTOM COLOR FOR ENTIRE DOOR AND <br />FRAME. <br />GENERAL FINISH NOTES <br />1. PAINT ALL METAL DOOR FRAMES VISIBLE TO <br />CUSTOMER (EXCEPT DOORS IN CMU WALLS) WITH <br />EPOXY PAINT. <br />• PREP SURFACE TO BE PAINTED PER <br />SPECIFICATIONS. <br />2. PAINT ALL HM DOORS P162 UNO. <br />3. PAINT ALL HM FRAMES LOCATED IN PAINTED WALLS <br />P162 UNO. <br />4. AT ROOMS SCHEDULED TO RECEIVE PAINT: OMIT <br />PAINT AT WALLS CONCEALED BY HALF-GONDOLAS, <br />WALL STANDARDS OR WAREHOUSE RACKING WITH <br />PEG-BOARD BACKING. <br />• AT WALL STANDARDS, GONDOLAS AND <br />WAREHOUSE RACKING WITHOUT PEG-BOARD <br />BACKING, PAINT WALL TO BASE. <br />5. FOR PROTECTIVE WALL SURFACING WAINSCOT, <br />INSTALL OUTSIDE CORNER TRIM, REFERENCE <br />SPECIFICATIONS. <br />6. WHERE PROTECTIVE SURFACING WAINSCOT IS TO BE <br />INSTALLED, REMOVE EXISTING LAMINATE AND/OR <br />FINISHES TO BASE SUBSTRATE PRIOR TO <br />INSTALLATION OF PROTECTIVE SURFACING OVER <br />EXISTING IS NOT ACCEPTABLE. NO EXCEPTIONS. <br />TYPICAL DISTANCE TO <br />WALL AT HINGE SIDE ONLY <br />UNO <br />NO STOP AT CASED OPENING <br />DOOR <br />PARTITION, <br />REF PLANS <br />CONTINUOUS SEALANT, <br />EACH SIDE. <br />6" <br />VARIES <br />DOUBLE STUDS AT JAMB <br />AT NEW PARTITIONS <br /> FOR NEW <br />HEADER DETAIL <br />-REF 9 A8 <br />NO STOP AT <br />CASED OPENING <br />DOOR <br />CONTINUOUS SEALANT, <br />EACH SIDE <br />VARIES PARTITION, <br />REF PLANS <br />EXTERIOR <br />THRESHOLD SET IN <br />FULL BED MASTIC <br />#10 MACHINE SCREWS <br />WITH EXPANSION <br />SHIELDS <br />DOOR BOTTOM <br />WEATHERSTRIPPING <br />JAMB <br />WEATHERSTRIPPING <br />DOOR SHOE <br />HOLLOW METAL <br />DOOR <br />INTERIOR <br />CONT SEALANT AT <br />ALL EDGES OF <br />THRESHOLD <br />DOORS AT FURRING <br />CONDITION RETURN GYP BD <br />TO DOOR JAMB <br />MATCH EXISTING <br />PARTITION TYPE <br />GYP BD AND J MOLD <br />SET IN CONSTRUCTION ADHESIVE <br />DOOR AND FRAME <br />REF DOOR SCHEDULE <br />4" x 4" x 1" STYROFOAM <br />BLOCK, MASTIC IN PLACE <br />AT 3'-3" AFF TO CENTER OF <br />BLOCK, EXTERIOR DOORS <br />ONLY <br />CONT SEALANT EACH SIDE <br />EXTERIOR <br />WEATHERSTRIP <br />CMU -REF PLAN AND ELEVATIONS <br />VARIES <br />1"JAMB WITH GROUT <br />FILL, REF STRUC <br />GROUT FILL <br />DRIP CAP AT EXTERIOR <br />DOOR ONLY <br />CONT BACKER ROD AND <br />SEALANT BOTH SIDES <br />HEAD WEATHERSTRIP <br />DOOR AND FRAME <br />REF DOOR SCHEDULE <br />REF PLAN FOR INSWING <br />DOOR LOCATION <br />EXTERIOR <br />FR <br />A <br />M <br />E <br /> <br />T <br />Y <br />P <br />E <br />RE <br />F <br />CONT SEALANT <br />VARIES <br />MASONRY LINTEL <br />REF STRUC <br />MATCH EXISTING <br />PARTITION TYPE <br />1/2" GYP BD SET IN <br />CONSTRUCTION ADHESIVE <br />SE <br />C <br />T <br />I <br />O <br />N <br />A <br />SECTION <br />B <br />DETAIL <br />C <br />DETAIL <br />D <br />UP TO 4'-0" <br />UP TO 10'-0" <br />OVER 10'-0" AND UP TO 14'-0" <br />OVER 14'-0" AND UP TO 18'-0" <br />OVER 18'-0" AND UP TO 20'-0" <br />OVER 20'-0" AND UP TO 24'-0" <br />(2) C3 5/8x1 1/4"x20 GA <br />(2) C6x1 5/8"x18 GA <br />(2) C8x1 5/8"x18 GA <br />(2) C8x1 5/8"x16 GA <br />(2) C10x1 5/8"x16 GA <br />(2) C12x1 5/8"x16 GA <br />(2) C3 5/8x20 GA <br />(2) C6x18 GA <br />(2) C6x18 GA <br />(2) C6x16 GA <br />(2) C6x16 GA <br />(2) C6x16 GA <br />HEADER <br />LENGTH <br />HEADER <br />MEMBERS <br />HEADER <br />TRACKS <br />INTERIOR NON-LOAD BEARING PARTITION HEADER SCHEDULE <br />METAL STUD <br />HEADER REF SCHED <br />16 GA TRACK WITH (3) #10 TEK <br />SCREWS EACH SIDE TO <br />HEADER AND (6) #10 TEK <br />SCREWS TO JAMB <br />METAL STUD JAMB REF SCHED <br />METAL STUD REF <br />PLANS AND SECTIONS <br />20 GA BOTTOM TRACK <br />TOP TRACK REF SCHEDULE <br />STUD HEADERS REF SCHEDULE <br />FINISH AS INDICATED <br />BOTTOM TRACK <br />REF SCHEDULE <br />#10 TEK SCREWS <br />AT 16" OC VERTICAL <br />HEADER <br />ASSEMBLY <br />REF SCHED <br />16 GA TRACK WITH (3) #10 <br />TEK SCREWS EACH SIDE <br />TO HEADER AND (6) #10 <br />TEK SCREWS TO JAMB <br />SECTION-BSECTION-A <br />(1) #10 TEK SCREW AT <br />EACH VERTICAL STUD <br />DOUBLE METAL STUD <br />AT JAMBS REF SCHED <br />(2) #10 TEK <br />SCREWS AT <br />24" OC <br />VERTICAL <br />16 GA TRACK TO TOP OF HEADER <br />JAMB <br />STUDS <br />(2) C3 5/8x1 1/4"x20 GA <br />(2) C6x1 5/8"x18 GA <br />(2) C6x1 5/8"x18 GA <br />(2) C6x1 5/8"x16 GA <br />(2) C6x1 5/8"x16 GA <br />(2) C6x1 5/8"x16 GA <br />FASTEN HEADER ASSEMBLY <br />WITH (1) #10 TEK SCREW AT <br />EACH FLANGE AND 12" OC <br />FOR LENGTH OF HEADER <br />NOTES: <br />1. MAX WALL HEIGHT ABOVE HEADER ASSEMBLY IS 14'-9" <br />2. SPLICING OF HEADER AND JAMB MEMBERS IS NOT PERMITTED <br />3. MAX SPAN FOR OPENINGS TO RECEIVE INFILL BELOW HEADER IS 19'-0" <br />4. JAMBS NOT TO DECK ARE TO BE BRACED IN ACCORDANCE WITH PARTITION BRACING DETAILS, 3 5/8" <br />JAMBS BEYOND 13'-4" ARE TO BE BRACED ABOVE OPENING AND SUCH THAT MAXIMUM UNBRACED <br />LENGTH IS NOT EXCEEDED <br />5. FRAMING MEMBERS ARE NOT SIZED FOR VERTICAL LOAD OTHER THAN THAT OF PORTION OF WALL <br />ABOVE OPENING <br />(2) #10 TEK SCREWS <br />EACH SIDE AT JAMBS <br />(1) #10 TEK <br />SCREW EACH <br />SIDE, SPACE AT <br />24" OC <br />16 GA DEEP LEG <br />DEFLECTION TRACK, <br />REF PARTITION DETAILS <br />C6" x 1 5/8" x 18 GA EACH <br />SIDE OF JAMB, FASTEN TO <br />TRACK WITH (2) #10 TEK <br />SCREWS EACH SIDE, DO <br />NOT ATTACH TO JAMB <br />(2) 0.145 DIA <br />PAF'S AT 24" OC <br />ATTACH TO SLAB <br />WITH (2) 0.145 DIA <br />PAF'S AT BASE <br />OF JAMB <br />(1) #10 TEK SCREW <br />EACH FLANGE OF <br />EACH STUD <br />20 GA CONT <br />STUD TRACK <br />DETAIL-C <br />DETAIL-D <br />VARIES <br />CRIPPLE STUD <br />CLEARANCE 1/4" -3/8" <br />HEADER <br />GYPSUM <br />BOARD <br />DEFLECTION <br />TRACK <br />METAL STUD <br />JAMBS <br />PARTITION <br />FLOOR TRACK <br />INSTALL CONTROL <br />JOINT ON BOTH <br />SIDES OF THE WALL <br />LOCATE AT LATCH <br />SIDE ONLY ON <br />SINGLE DOORS <br />ZINC <br />CONTROL <br />JOINT STRIP <br />LVT/PVC/VCT FLOORING <br />PLACE EDGE OF TILE <br />BELOW DOOR <br />2"x1/8" ALUMINUM TRANSITION <br />STRIP, T-4 THRESHOLD IN LIEU <br />OF ALUMINUM TRANSITION AT <br />FULL HEIGHT TRAFFIC DOORS <br />FLAT HEAD <br />COUNTER-SUNK <br />ANCHORS AT 12" OC <br />CONCRETE SLAB <br />DOOR AND FRAME AS SCHEDULED <br />BEVELED EDGE <br />ONLY WHEN <br />ADJACENT <br />SURFACE IS <br />UNFINISHED <br />TRANSITION STRIP AT LVT / PVC / VCT FLOORING <br />1/ <br />2 <br />" <br /> <br />M <br />A <br />X <br />5/8" TYPE X <br />GYPSUM BOARD <br />5/8" GAP <br />5/8" TYPE X <br />GYPSUM BOARD <br />B <br />1 5/8" DRYWALL <br />SCREWS AT 24" OC <br />VERTICAL GYPSUM BOARD <br />CONTROL JOINT <br />REF SPECIFICATIONS <br />GYPSUM BOARD VERTICAL GYPSUM <br />BOARD CONTROL JOINT <br />REF SPECIFICATIONS <br />A <br />1/2" <br />1/2" <br />architecture <br />+engineering <br />4886 W Pauline Whitaker Pkwy <br />Suite 200 <br />Rogers Arkansas 72758 <br />Phone: 479.636.3545 <br />Architect of Record <br />William Douglas Hurley <br />California License No. C 29987 <br />ST <br />I <br />P <br />U <br />L <br />A <br />T <br />I <br />O <br />N <br /> <br />F <br />O <br />R <br /> <br />R <br />E <br />U <br />S <br />E <br />TH <br />I <br />S <br /> <br />D <br />R <br />A <br />W <br />I <br />N <br />G <br /> <br />W <br />A <br />S <br /> <br />P <br />R <br />E <br />P <br />A <br />R <br />E <br />D <br /> <br />F <br />O <br />R <br /> <br />US <br />E <br /> <br />O <br />N <br /> <br />A <br /> <br />S <br />P <br />E <br />C <br />I <br />F <br />I <br />C <br /> <br />S <br />I <br />T <br />E <br /> <br />A <br />T <br />: <br />CO <br />N <br />T <br />E <br />M <br />P <br />O <br />R <br />A <br />N <br />E <br />O <br />U <br />S <br />L <br />Y <br /> <br />W <br />I <br />T <br />H <br /> <br />I <br />T <br />S <br /> <br />I <br />S <br />S <br />U <br />E <br /> <br />DA <br />T <br />E <br /> <br />O <br />N <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />A <br />N <br />D <br /> <br />I <br />T <br /> <br />I <br />S <br /> <br />N <br />O <br />T <br /> <br />SU <br />I <br />T <br />A <br />B <br />L <br />E <br /> <br />F <br />O <br />R <br /> <br />U <br />S <br />E <br /> <br />O <br />N <br /> <br />A <br /> <br />D <br />I <br />F <br />F <br />E <br />R <br />E <br />N <br />T <br /> <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />S <br />I <br />T <br />E <br /> <br />O <br />R <br /> <br />A <br />T <br /> <br />A <br /> <br />L <br />A <br />T <br />E <br />R <br /> <br />T <br />I <br />M <br />E <br />. <br /> <br />U <br />S <br />E <br /> <br />OF <br /> <br />T <br />H <br />I <br />S <br /> <br />D <br />R <br />A <br />W <br />I <br />N <br />G <br /> <br />F <br />O <br />R <br /> <br />R <br />E <br />F <br />E <br />R <br />E <br />N <br />C <br />E <br /> <br />O <br />R <br /> <br />EX <br />A <br />M <br />P <br />L <br />E <br /> <br />O <br />N <br /> <br />A <br />N <br />O <br />T <br />H <br />E <br />R <br /> <br />P <br />R <br />O <br />J <br />E <br />C <br />T <br /> <br />RE <br />Q <br />U <br />I <br />R <br />E <br />S <br /> <br />T <br />H <br />E <br /> <br />S <br />E <br />R <br />V <br />I <br />C <br />E <br />S <br /> <br />O <br />F <br /> <br />P <br />R <br />O <br />P <br />E <br />R <br />L <br />Y <br /> <br />LI <br />C <br />E <br />N <br />S <br />E <br />D <br /> <br />A <br />R <br />C <br />H <br />I <br />T <br />E <br />C <br />T <br />S <br /> <br />A <br />N <br />D <br /> <br />E <br />N <br />G <br />I <br />N <br />E <br />E <br />R <br />S <br />. <br /> <br />RE <br />P <br />R <br />O <br />D <br />U <br />C <br />T <br />I <br />O <br />N <br /> <br />O <br />F <br /> <br />T <br />H <br />I <br />S <br /> <br />D <br />R <br />A <br />W <br />I <br />N <br />G <br /> <br />F <br />O <br />R <br /> <br />RE <br />U <br />S <br />E <br /> <br />O <br />N <br /> <br />A <br />N <br />O <br />T <br />H <br />E <br />R <br /> <br />P <br />R <br />O <br />J <br />E <br />C <br />T <br /> <br />I <br />S <br /> <br />N <br />O <br />T <br /> <br />AU <br />T <br />H <br />O <br />R <br />I <br />Z <br />E <br />D <br /> <br />A <br />N <br />D <br /> <br />M <br />A <br />Y <br /> <br />B <br />E <br /> <br />C <br />O <br />N <br />T <br />R <br />A <br />R <br />Y <br /> <br />T <br />O <br /> <br />TH <br />E <br /> <br />L <br />A <br />W <br />. <br />DRAWN BY: <br />CHECKED BY: <br />DOCUMENT DATE: <br />PROTO CYCLE: <br />DOCUMENTS THAT DO NOT <br />HAVE THE ARCHITECT OR <br />ENGINEER OF RECORD SEAL <br />AND SIGNATURE SHALL BE <br />CONSIDERED NOT FOR <br />CONSTRUCTION <br />SHEET: <br />ISSUE BLOCK <br />PR <br />O <br />T <br />O <br />: <br />C: <br />\ <br />U <br />s <br />e <br />r <br />s <br />\ <br />h <br />a <br />r <br />l <br />e <br />e <br />m <br />a <br />r <br />r <br />o <br />y <br />\ <br />D <br />o <br />c <br />u <br />m <br />e <br />n <br />t <br />s <br />\ <br />0 <br />2 <br />5 <br />1 <br />7 <br />_ <br />S <br />a <br />n <br />t <br />a <br /> <br />A <br />n <br />a <br />_ <br />C <br />A <br />_ <br />ES <br />S <br />_ <br />1 <br />3 <br />4 <br />_ <br />A <br />_ <br />V <br />2 <br />4 <br />_ <br />h <br />a <br />r <br />l <br />e <br />e <br />. <br />m <br />a <br />r <br />r <br />o <br />y <br />. <br />r <br />v <br />t <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br />L <br />I <br />F <br />O <br />R <br />N <br />I <br />A <br />11 <br />. <br />2 <br />5 <br />. <br />2 <br />0 <br />2 <br />4 <br />HM <br />JC <br />10.25.2024 <br />11.25.2024 <br />DOOR <br />SCHEDULE <br />AND FINISHES <br />A8 <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br />L <br />I <br />F <br />O <br />R <br />N <br />I <br />A <br />ST <br />O <br />R <br />E <br /> <br />N <br />O <br />. <br />0 <br />2 <br />5 <br />1 <br />7 <br />. <br />1 <br />0 <br />0 <br />4 <br />JO <br />B <br /> <br />N <br />U <br />M <br />B <br />E <br />R <br />: <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />2 <br />0 <br />2 <br />4 <br />. <br />0 <br />3 <br />3 <br />1 <br />13 <br />5 <br />36 <br />0 <br />0 <br /> <br />W <br />E <br />S <br />T <br /> <br />M <br />C <br />F <br />A <br />D <br />D <br />E <br />N <br /> <br />A <br />V <br />E <br />N <br />U <br />E <br />3/16" = 1'-0"2 FRAME TYPES <br />3/16" = 1'-0"1 DOOR TYPES <br />DOOR AND FRAME SCHEDULE <br />DETAIL REFERENCES ARE TO SHEET A8 UNO, REF SPECS FOR DOOR HARDWARE <br />MARK ROOM NAME <br />DOOR FRAME DETAIL FIRE <br />RATING <br />(MIN)NOTES MARK <br />NEW/ <br />ETR TYPE MATERIAL QTY <br />NOMINAL SIZE <br />GLASS <br />NEW/ <br />ETR TYPE MATERIAL HEAD JAMB THRESHOLDWIDTH HEIGHT <br />151E BREAKROOM NEW F HDPE 1 3' - 0" 7' - 0" --- NEW 1 HM-STL 4 3 5 --- 1, 3, 4, 5 151E <br />163A SITE TO STORE ETR N HM-STL 1 3' - 0" 7' - 0" TEMPERED ETR 1 HM-STL --- --- --- --- 9 163A <br />163B SITE TO STORE ETR N HM-STL 1 3' - 0" 7' - 0" TEMPERED ETR 1 HM-STL --- --- --- --- 9 163B <br />604B CUSTOMER SERVICE ETR G HM-STL 1 3' - 0" 7' - 0" TEMPERED ETR 2 HM-STL --- --- --- --- 8 604B <br />700A VISION CENTER NEW F HM-STL 1 3' - 0" 7' - 0" --- NEW 2 HM-STL 8 7 6 --- 1, 2, 4 700A <br />1 1/2" = 1'-0"3 JAMB <br />1 1/2" = 1'-0"4 HEAD <br />TEMP TEMPERED <br />HM-STL HOLLOW METAL - STEEL <br />HDPE RECYCLED HDPE (PLASTIC) <br />ALUM ALUMINUM <br />MARK DESCRIPTION <br />MATERIAL KEY <br />3" = 1'-0"6 THRESHOLD <br />1 1/2" = 1'-0"7 JAMB <br />1 1/2" = 1'-0"8 HEAD <br />REF SPECS FOR EXACT COLORS REQUIRED <br />FINISH KEY <br />MARK FINISH COLOR DESCRIPTION <br />EC EXPOSED CONCRETE CLEAR SEALER <br />ETR EXISTING TO REMAIN <br />LVT1 PLANK FLOORING DARK WOODGRAIN <br />LVT 2 PLANK FLOORING LIGHT GRAY <br />P162 PAINT "PEPPERCORN" #7674 <br />PVC1 PVC PLANK FLOORING WOODGRAIN <br />VCT9 VINYL COMPOSITION TILE WHITE 12"x12"x1/8" <br />1 1/2" = 1'-0"9 HEADER CONNECTION DETAIL <br />12" = 1'-0"10 CONTROL JOINT AT DOOR JAMB <br />12" = 1'-0"5 TRANSITION STRIP <br />1 1/2" = 1'-0"11 <br />GYPSUM BOARD <br />CONTROL JOINT <br />3600 W McFadden <br />Avenue4/16/2025