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11/16/2017 12:57:19 PM <br />HM - DOOR FRAME <br />(SEE DOOR SCHEDULE <br />FOR FINISH) <br />0'-C <br />HM <br />HOLLOW METAL OR <br />PPP 1KIC1II ATPn <br />ASSEMBLY - SEE <br />PLAN <br />( BOTH SIDES) <br />FMB, REFER TO <br />11LDING DETAILS <br />DING, REFER TO <br />11LDING DETAILS <br />HMV <br />HOLLOW METAL OR <br />FPP IKI.qI II ATPn <br />®H <br />INSULATED <br />SECTIONAL <br />OVERHEAD DOOR <br />8' - 0"/12' - 0"/26' - 0" <br />Door <br />1 /4" = 1'-011 <br />:RTICAL/HORIZONTAL LIFT <br />ZHEAD DOOR TRACK <br />%L BUILDING, REFER I0 <br />eL BUILDING DRAWINGS <br />1 TUBING HEAD/JAMB FOR <br />K SEAL ATTACHMENT, REFER <br />TRUCTURAL <br />ILOCKING <br />EDGE FLASHING, ATTACH <br />TEEL BUILDING FRAMING <br />--T METAL WRAPPING <br />T. WEATHERSTRIPPING <br />SULATED SECTIONAL <br />RHEAD DOOR <br />OVERHEAD DOOR — <br />ENGINEERED STEEL <br />Ax <br />DooSchedule r <br />Door <br />Number <br />Type <br />Mark <br />Width <br />Height <br />Frame <br />Finish <br />®®or <br />Hardware <br />Type <br />� <br />Insulation <br />Notes <br />Wall <br />Thickness <br />Material <br />Door <br />Material <br />Finish <br />100.1 <br />JOH <br />12° - 0" <br />10' - 0" <br />By Manufacturer <br />By Manufacturer <br />By Manufacturer <br />By Manufacturer <br />2 <br />Yes <br />U 0.136 <br />100.2 <br />HMV <br />3'- 0" <br />7'-0" <br />Metal <br />Painted <br />Metal <br />Fainted <br />1 <br />Yes <br />Min U 0.136 <br />100.3 <br />HM <br />3'- 0" <br />7'-0" - <br />-- -- - <br />Metal -- — <br />Painted <br />Metal - -- <br />Painted <br />1 <br />Yes - -- <br />Min U 0.136 <br />100.4 <br />HM <br />3' - 0" <br />7' - 0" <br />Metal <br />Painted <br />Metal <br />Painted <br />1 <br />Yes <br />Min U 0.136 <br />100.E <br />HM <br />7'-0" <br />Metal <br />Painted <br />Metal <br />Painted <br />1 <br />Yes <br />Min U 0.136 <br />.... , ., <br />--T-0" <br />IH V <br />3._® 0. <br />7 0".,'\ <br />Metal <br />Fainted <br />Metal <br />Painted <br />1 <br />Yes <br />Min U 0.136 <br />100.7 <br />®H <br />26` - 0" <br />10' - 0°° -> <br />By Manufacturer <br />By Manufacturer <br />By Manufacturer <br />By Manufacturer <br />2 <br />Yes <br />U 0.136 <br />Metal . <br />Painted <br />Metal <br />Painted <br />3 <br />No <br />Min U 0.136 <br />101.2 <br />®H <br />6' - 0" <br />6' - 0" <br />By Manufacturer <br />By Manufacturer <br />By Manufacturer <br />By Manufacturer <br />2 <br />No <br />U 0.136 <br />102.1 <br />HMV <br />3' m 0" <br />7' - 0" <br />Metal <br />Painted <br />Metal <br />Painted <br />1 <br />Yes <br />Min U 0.136 <br />102.2 <br />off <br />6' - 0"' <br />10' - 0" <br />By Manufacturer <br />I By Manufacturer <br />By Manufacturer <br />By Manufacturer, <br />2 <br />Yes <br />U 0.136 <br />Notes: <br />1. Maximum U-Factor to Comply With Current Washington State Commercial Energy Code, Table C402.1.4 <br />Door <br />Hardware Groups <br />Key <br />exit <br />Lock <br />Function <br />Smoke Seal or <br />Name <br />Closure <br />Device <br />Type <br />Office <br />Push Pull <br />Entry <br />Storeroom <br />Passage <br />Privacy <br />Stop <br />weatherstrip <br />Comment <br />1 <br />Yes <br />Yes <br />Mortise <br />Yes <br />Yes <br />Yes <br />Exterior Egress Door <br />2 <br />Yes <br />Manufactured Standard Hardware <br />3 <br />Yes <br />Yes <br />Mortise <br />Yes <br />Yes <br />Interior Egress Door <br />Metal HM Exterior Door / <br />3e' = q -0" <br />- - Metal Building Overheadr Head Detail <br />1 1/2" = 1 -0" <br />2- <br />—Metal Buildinq OverheadDoor Jamb t it <br />A8.0 <br />`0 <br />A8.0 <br />1 1/2"= 1 -0" <br />A8.0 <br />I <br />1: <br />12'-0" <br />in, - w, <br />LO <br />R13 BATTING <br />METAL STUD <br />2x6 WOOD B <br />1/2" SEALED F <br />BACKER <br />CONTINUOUS <br />TINUOUS <br />3ULATION <br />IDING <br />HEAD <br />3 <br />FRAME <br />GLAZING <br />Window Head/Jamb Detail <br />ro <br />BACKER R <br />CONTINUOUS S <br />1/2" SEALED PL <br />2x6 WOOD BL <br />METAL STUD F <br />R13BATTINSI <br />BILE GLAZING <br />DOW FRAME <br />DOW SILL <br />3HING <br />AL SIDING <br />CONTINUOUS <br />D INSULATION <br />RETURN HANDRAIL <br />EXTENSION TO WALL <br />GALV. GUARDRAIL <br />GUARDRAIL REQUIRED AT ALL OPEN <br />OR VERTICAL <br />REQUIRED AT ALL OPEN <br />STAIRS ABOVE 30" IN HEIGHT. 1 1/2" <br />GUARDRAIL POST <br />STAIRS ABOVE 30" IN <br />DIA. PIPE RAIL <br />HEIGHT. 1 1/2" PIPE RAIL <br />GALV. VERTICAL SUPPORTS TO BE <br />SPACED AS PER CODE <br />1 1/2" PIPE <br />�. <br />(1) TREAD WIDTH <br />HANDRAIL AND <br />HANDRAIL <br />SUPPORTS <br />HANDRAIL EXTENSION TO <br />NONSLIP <br />RETURN TO GUARDRAIL POST <br />HSS 12"X 2" GALV. <br />�� <br />SAFETY <br />- <br />STEEL TUBE STAIR <br />NOSING <br />STRINGERS <br />ALL TREADS <br />MAX. <br />7 <br />1 1/2" GALV.PIPE HANDRAIL AND <br />HANDRAIL SUPPORTS <br />o <br />co <br />-HSS 12" x 2" GALV. STEEL TUBE <br />E - <br />STAIR STRINGERS <br />0 ill1 <br />1/2" X 1 1/2" GLAVINIZED GRATING <br />I <br />o < <br />1 ® <br />TREADS W/ SERRATED SURFACE <br />UPPER ROOF OR <br />0 0' 1" <br />LANDING (SEE PLANS) <br />Q 1' ' 0 <br />� <br />LAST TREAD TO HAVE YELLOW <br />- <br />: <br />U <br />CAUTION NOSING (TYP. ALL STAIRS) <br />SUPPORT COLUMN <br />o z� <br />1 1/2" X 3 1/2" 16 GA. GALV. BENT <br />EXPANSION ANCHOR AND STEEL <br />Q , a <br />--1 1/2" X 3 1/2" 16 GA. <br />PLATE RISER 4" MAX. OPENING <br />i <br />ANGLE CLIP <br />1 1/2" X 1 1/2" GALV. GRATING <br />® O <br />GALV. BENT PLATE <br />2" GROUT SPACE FOR LEVELING <br />TREADS W/ SERRATED <br />RISER - 4" MAX <br />OPENING <br />AT GROUND LEVEL - SHIM AND WRAP <br />SURFACES END BANDING <br />WITH ROOF MEMBRANE AT ROOF <br />EXTERIORI Group t ir/ u r ,To 7 G Stair/Guard Detait @ Base <br />3/3°q <br />= 1 -_0„ AZC A8.0 ill = 1 l_011 A8.0 A8.0 ill = 1 1-0n A8.OIA <br />.r <br />a , ;r... <br />16" DIA. X 1/2" GALV. <br />STEEL BASE PLATE <br />1" Hole Centered <br />5/16 N 2 EACH <br />5/16 2 <SIDE <br />ONLY STITCH WELD POST TO <br />WELMENTS FOR IMPACT RELIEF <br />STANDARD STEEL PIPE <br />BASE DETAILTYPICAL <br />6 3/4" 6 3/4" 5/16 2 < EACH <br />5/16 2 SIDE <br />1/2" DIA16" HEADED STUD <br />(TYP. OF 8) <br />s. co r, <br />a <br />HSS6X6X1/4 <br />-3/8" DIA. X 3" ROD <br />Bollard -T�iCIDetail <br />3/4" = 1'-0" T <br />SLEEVE <br />4PACTED <br />GRADE <br />NATIVE SOIL <br />FISHER <br />CONSTRUCTION <br />GROUP <br />625 Fisher Lane <br />Burlington, WA 98233 <br />T: 360.757.4094 <br />F: 360.757.4005 <br />www.fishercgi.com <br />REV DATE <br />REV 0 2017-09-25 <br />REV 1 2017-10-25 <br />A,\\\)\JF\`\ <br />AD SYSTEMS <br />. s S4SS• <br />WAREHOUSE <br />EXPANSION <br />2201 100TH ST. SW <br />Stamp. -��— <br />C-) <br />t.L9 <br />G� <br />0 <br />C7 <br />CO <br />CD <br />cr,�r, <br />Drawing Title: <br />t' STAIRS <br />JOB #: 17FO35 <br />Drawing No: <br />PERMIT SET <br />