Laserfiche WebLink
BLDG. STD. T-0" X 8'-0'X 1-3/4" SC, <br />FLUSH PANEL WOOD DOOR <br />FINISH: BLDG. STD. STAIN <br />BLDG. STD. T-0" X 8'-0'X 1-3/4" SC, <br />FLUSH PANEL WOOD DOOR WITH 114" <br />THICK LITE <br />FINISH: BLDG. STD. STAIN <br />1l4" TEMPERED SAFETY GLASS <br />PER IBC SEC. 2406 <br />I L— BASE, AS SPECIFIED I L— BASE, AS SPECIFIED <br />DOOR TYPE A O DOOR TYPE B O DOOR TYPE C <br />SCALE: 3/8"=1'-0' SCALE: 3l8"=1'-0' SCALE: 3I8"=1'-0" <br />ill' TEMPERED SAFETY <br />GLASS <br />PER IBC SEC. 2406 <br />:ALKBUILT FRAMED <br />'LASS <br />SYSTEM <br />n DOOR TYPE D <br />SCALE: 318"=1'-0' <br />— 1/2" TEMPERED SAFETY <br />GLASS <br />PER IBC SEC, 2406 <br />E2 BIM <br />VCl I <br />ODOOR JAMB - HM (HEAD SIM <br />SCALE: 3/8"=1'-0" <br />n GLAZING HEAD <br />SCALE: W=1'4" <br />OPERABLE PARTITION - MODERFOLD <br />2"TEMPERED SAFETY <br />LASS <br />-R IBC SEC, 2406 <br />2 <br />SIM. <br />0.2 <br />DOOR NOTES: <br />1. PROVIDE AND INSTALL DIAGONAL BRACE (TO MATCH WALL FRAMING) AT THE LATCH SIDE OF ALL NEW DOOR FRAMES, <br />ABOVE CEILING, EITHER TO ADJACENT WALL FRAMING OR TO STRUCTURE ABOVE. <br />2. GC TO COORDINATE JAMB DEPTH WITH FINISHED WALL WIDTH PRIOR TO ORDERING FRAMES. <br />DOOR SCHEDULE <br />NO. TYPE FRAME HDWE RATING REMARKS REVISION <br />103 A HM <br />104 A HM <br />105A B HM <br />105B B HM <br />106 D AL <br />109 D AL <br />110 D AL <br />111 D AL <br />116 B HM 45 MIN <br />120 B AL <br />121 D AL <br />122 D AL <br />123 D AL <br />124 D AL <br />133A D AL <br />133B D AL <br />133C C <br />134 D AL <br />136 D AL <br />141 D AL <br />142 D AL <br />204 D AL <br />205 D AL <br />206 D AL <br />207 D AL <br />208 D AL <br />209 D AL <br />210 D AL <br />211 D AL <br />212 D AL <br />218A B HM 45 MIN <br />21 BB B HM <br />221 D AL <br />226 D AL <br />N <br />U <br />W <br />2 <br />O <br />UA <br />N <br />-? <br />r%00 <br />N <br />W <br />Q <br />ZV <br />7 O <br />W <br />N P <br />V <br />Q� <br />aL.+ <br />N Gi <br />� <br />a- <br />�m <br />ZAP ENERGY <br />Opus Seaway <br />Floor 1 & 2 <br />2300 Merrill Creek Pkwy <br />Everett, WA <br />DESIGN JPC <br />DRAWN NB/AG <br />CHECKED TP <br />NO. 22-0799 <br />333e REGISTERED <br />•//'/.A� ECT <br />MARKA PETERSON <br />STATE OF WASHINGTON <br />02-17-2023 PERMIT SET <br />DOOR SCHEDULE <br />AND DETAILS <br />1-10.1 <br />2023.—ARCHITECTS.LLC <br />