Laserfiche WebLink
COORDINATE WIDTH W/ ELEVATOR MFR <br />BOLTS AT 24" O.C. MAX 2-HR civil structu ra <br />EQ EQ EQ WALL <br />%"Ox6" LAG BOLTS AT WOOD <br />%" Ox6" WHS AT CONCRETE ® ® ® 2-HR RIM PER PLAN <br />9706 4th Avenue NE <br />Suite 300 <br />(4) MIN EA PLATE 8 AT WOOD SUBFLOOR Seattle, WA98115 <br />® ® ® ® 9 AT CONIC ELEVATOR <br />1 2" TYP Qo SHAFT P: 206.523.0024 <br />%" PLATE AT WOOD <br />F: 206.523.1012 <br />%" EMBED PLATE AT CONCRETE RAIL PLATE %"Ox6" LAG SCREW ® www.dcgengr.com <br />FLUSH W/ GWB <br />ELEVATOR PLATES %4" PLYWOOD BACKING �" END PLATE <br />MATCH PLATE SIZE <br />RIM PER PLAN 12" TYP <br />6x6 PSL POST—"-- AT WOOD LEVELS ELEVA TOR <br />ALIGN W/ LAGS WAR SHAFT <br />W/ HGA10 TOP/BTM __ - 5 4 LAG C . S <br />TO PLATE BALANCE PER 4/S9 6x10 BLOCK IN STUD BAY --- <br />AY ® ® SCREWS �� tNOV WASyi/41", <br />CENTER LAGS REINF NOT SHOWN �P o <br />6x10 BLKG BEHIND PLATE FOR CLARITY W/ (2)2x6 TRIMMERS IN POSTS AND 2x6 KING STUD` <br />W/ A35 EA END TOP/BTM EA END �_N'x9"xlO" END PLATE <br />i'_ <br />r <br />u e <br />ELEVATOR I I ELEVATOR � ���jG 37334 N \���� �� <br />a " HOIST BEAM SHAFT OFF p;URALE <br />ELEVATOR 1 » ss/ <br />6x10 BLOCK--,-- II II HSS4x4x/ <br />BEYOND FLUSH PLATE A. <br />SHAFT % PLYWOOD BACKING <br />12" TYP STAMP <br />/ ` 1 a . MATCH PLATE SIZE <br />00 <br />SEPARATOR BEAM Z -= <br />AT HOIST BEAM PER PLAN ® 5 » a , <br />2 / Ox6 TITEN HD �� <br />6x6 PSL POST / w 0 D E <br />CENTER W/ LAGS 1 PLYWOOD BACKING ;������ e' ANCHORs Z o m <br />W/ HGA10 TOP/BTM MATCH PLATE SIZE ` a <br />AT CONIC LEVEL AT HOIST SUPPORTED BY SEPARATOR �\ ELEVATOR RAILIN <br />TO PLATE 1 " " " �' W " <br />AT OVERRUN SUPPORT BEAM / x9 x10 END PLATE o 0 <br />" PER PLAN y z <br />1 ELEVATOR RAIL AND HOIST BEAM DETAILS 4 ELEVATOR SEPARATOR BEAM DETAIL <br />S13 SCALE 3/4" = 1'-0" S13 SCALE 3/4" = 1'-0" <br />0 <br />w <br />d <br />0 <br />PROVIDE 0.229"x3" SQ <br />STEEL WASHER AT d <br />EA END OF STRAP <br />// ��PT 2x4 THRUST UNISTRUT TRACK PLACED <br />BLOCK TIGHT TO WALL AT ELEV <br />FLOOR TO MATCH STRAP PLACEMENT <br />STAIR AND STRINGERS a ' 1%"x1%"x%" JOISTS <br />/ <br />PER 16 S15 d <br />n a �' STIFFENER ANGLE III TANK PER PLAN m <br />a WELD TO %" ROD HANGER %"� UNISTRUT P2486 <br />DO NOT COMBINE STRAPS <br />n d. 7—AT THE SAME BOLT i W <br />do . AT EACH STRAP AND <br />L2 x2 x3/6 ANCHORED OVERLAP STRAP EA0S�UD AG SCREW <br />" AS NECESSARY 16 GAx2 STEEL STRAP m W <br />Q TO 44 BLKG OR APPROVED PROPRIETARY05 <br />SLAB REINF PER ELEV MECHANICAL W/ %" 04" LAGSCREWS PLACE TANK TIGHT LOCATED IN ER STRAP R <br />AND PLAN h TANK PER PLAN 1 <br />PT 2x PLATE FLUSH Ilit TO UNISTRUT ° <br />TO TOP OF STAIR AND UPPER % OF THE TANK W <br />W/ (3)%"0 A.BOLT FLOOR DOUBLE NUTT 0 <br />a . ELEVATION y W <br />I � <br />o <br />•� da.. INTEGRAL SEISMIC RESTRAINT = Z <br />n MOUNTING CHANNEL 5° TYP CABLES %6"� <br />Z <br />(TYP) 7x7 AIRCRAFT CABLE d LU <br />d. TENSION CABLE ONLY <br />CD <br />ENOUGH TO REMOVE CONNECT UNISTRUT TO EA STUD t <br />\ SAG TYP W/ %" Ox4" LAG SCREW E z <br />z SLAB REINF PER ELEV ( ) <br />M <br />oz <br />AND PLAN MECHANICAL COORDINATE SEC. Q N W <br />W/ MECHANICAL -L L rn � to <br />° <br />xz <br />STAIR AND STRINGERS DETAIL m o ° o <br />PER 16 S15 w' V N W <br />SECTION = N <br />a <br />Lo <br />PLAN O m w U J, o W <br />11 STAIR TO CONC. CONN. DETAILSr12 SUSPENDED MECH UNI T DETAILrl4WA TER HEA TER STRAPPING DETAIL v W a L Q <br />" — , " " — , " — , " <br />S 13 SCALE 3/4 - 1 -0 S 13 SCALE 3/4 - 1 -0 S 13 SCALE 3/4u - 1 -0 L o a o Z z <br />HGRS PER PLAN z g N W <br />STAIR STRINGER SCHEDULE FLOOR/ROOF FRAMING FLOOR/ROOF FLUSH HEADER PER PLAN \nn�, <br />ERP. JOISTS LL Fn o _ m CD �a <br />LUS28 HGR PER PLAN FRAMING DO NOT SPLICE <br />STRINGER & SPACING MAXIMUM RUN NOTCH STRINGER PER PLAN WITHIN 1'-0" OF OPENING <br />2x12 DF#2 AT 12" O.C. 7' FOR HGR FLOOR <br />2x12 DF#2 AT 16" O.C. OR ROOF HGR PER PLAN 114, <br />W/ 2x6 DBLR 8.5 LANDINGgk <br />3 , . �� OR FLOOR 2x6 CRIPPLE STUDS <br />IYWI% LVL AT 12" O.C. 9' <br />KING STUD AND <br />AT 16 O.C. BLKG STUD <br />IYWI% LVL AT 16" O.C. 10.5' BEAM PER PLAN <br />W/ 2x6 DBLR HDR PER PLAN TO PLATE AN <br />1%x14 LVL AT 16" O.C. 11' MIN DEPTH 12"(NOM.) SINGLE KING STUD <br />IY"x14" LVL AT 16" O.C. %" FLOOR OR LA <br />CRIPPLE STUDS OVER HDR W/(6)16d INTO HDR FRAME MEMBER RI6"MIN SPLICE <br />W/ 2x8 DBLR 14 SHEATHING FLUSH TO SHEATHING <br />2" RIGID INSUL SINGLE TOP SILL DO NOT SPLICE DBL TOP SILL <br />STAIR BEAM PER PLAN U.N.O. W/ 1'-0" OF OPENING <br />STRINGER MIN DEPTH 12"(NOM.) 2x6 CRIPPLE STUDS <br />NO. OF TRIMMERS 2x6 BLKG AT 16" O.C. AT 16" O.C. PROJECT#: 1827 <br />PER SCHEDULE FRAME HEADER <br />2x4 THRUST BLOCK ()RUNO N BELOW PLATE <br />OVER SILL TO WINDOW SILL DRAWN BY: TF/BV/JH <br />W/ (6) SHOTPINS �' LUS28 HGR SINGLE BTM SILL-] <br />NOTCH STRINGER SINGLE BTM SILL U.N.O. CHECKED BY: MS/EM <br />FOR HGR SECTION U.N.O. SECTION <br />` 2x DBLR W/ (2)16d <br />e.., .. n ••;. MISC. DETAILS <br />AT 6" O.C. <br />WHERE NEC. <br />RIIN <br />TYPICAL STAIR DETAIL 19 TYPICAL DROP HEADER DETAIL 20 TYPICAL FLUSH HEADER DETAIL <br />SCALE 1/2" = 1'-0" S13 jSCALE 1/2" = 1'-0" SSCALE 1/2" = 1'-0" <br />