HomeMy WebLinkAbout2416-Plans.pdfII I le) Z W ~ ~ ~ « 3: UPPER TRAM TERMINAL 8XSX20' ~MBER -~~~t-____________ -1_ POST @S' OC ~IC\J ~ 11, 1.1. 2 2 > '" ~ C\l C) Co -, ~ ~ If'-I--,o-+-¥TIFF PLATE -TO TUBE L.~t =f=ti~:-'-~1C\l
~ STIFFENER PLAT i"X3"X1'-6" CONN PLAT fX7"X,'-6" W/(S)-3/S" DIA X4" LAG SCREWS (PRE-DRILL LEAD HOLES !" DIA) 20' POST/RAFTER CONNECTION SCALE: 1" = l' -0" --SXS TIMBER POSTS @S' OC
® 10" DIA, CONC PILASTER ON 24" DIA CONC FTG (TYP) (BIG FOOT SYSTEM, OAE), ® -FOUNDATION/ROOF PLAN VIEW SCALE: 1/4" = 1'-0" END PLATE i"X4"X4" r-=~EA, SIDE EXISTING FTG SEE TYP CROSS
SECTI ON 2X6X10' RAFTERS r CAP PLATE BEYOND H8X1~" WOOD SXS ~MBER BEAM NOT SHOWN THIS VIEW SCREW EA SIDE SX8 BEAM -------------®-EDGE OF ROOF r BEAM BUCKET PLATES EA SIDE ® CONN (SEE
DTL) 8XSX20' TIMBER POST @S' OC ENTRY NOOK r CORRUGATED COR TEN STEEL ON ~" SHEATHING 4"X4"Xi" STEEL TUBE @S'OC (WELDED TO CONNECTORS-BOTH ENDS) 2X6X10' RAFTERS @19.2" OC W/HANGERS ON
HIGH END 2XS PLATE FOR RAFTER HANGERS H-+----8'-8~' 4 STUCCO FINISH ON b ~" EXT DRYWALL ~ CONN (SEE [ BU CKET TO >-=-I-+-.::T' 3" If=rt-n-'--,~~ PLATE (TYP) r PLATE 3" STIFFENER PLATE
PLA TE rXS"Xl1" EA SIDE (2)-5/S" DIA THRU BOLTS BIG FOOT CONN f' DRYPACK--' 10" DIA. CONC PILASTER ~IN T 8XS TIMBER POSTS @S' OC CONN PLATE S"X6"X11" HI EACH SIDE POST W/(2)-1/2" DIA
THRU BOLTS r---9" ~~, ~'---BRG PLATE rX7fx7f W/(2)-1~" ", , " DIA HOLES TO ACCESS ANCHOR ,', , . • , -. " . .. , '. . .' . ( . .~ ~ ;' -.-:.....L BOLT IN CONC. '----BRG PLATE rX9"X9"
W/(2)-5/S" DIA EPOXY ANCHORS -DRILL ~" DIA HOLES IN CONCRETE, EMBED ~" DIA THREADED RODS 4t INTO CONC. W/2-PART tX9"X9" PLATE BOTH SIDES 2X6 FRAMING @16" OC TREATED 2X6 BASE PLATE 6"
CORRUGATED CORTEN STEEL ON 2X4 FRAMING @24" OC 4 -3"X6"X~"STL ANGLE (2 TOP & 2 BTM), 2-~"X7" HIL TI BOLTS INTO CONC, 2 -~"X4" LAGS INTO WD , • • , -" . • • • • ~ · , , . , • , · , ,
, .... " '. t--1;~::::::::::J ." ~. . J:::: SXS TIMBER POSTS @S' OC FOUR #4 DOWLS-X FULL HT, 3" CLR 10" DIA, CONC PILASTER ON 24" DIA CONC FTG (BIG FOOT SYSTEM, OAE). • • ' . STRUCT.
EPOXY 8' POST/RAFTER & POST/FOOTING CONNECTION '. • EXISTING CONC. RETAINING WALL & FOOTING SCALE: 1" = 1'-0" CONDITIONS OF PERMIT BlCO-3-12-2416 Glenwood Tramway, llC Tram Shelter 51000
Two Rivers Plaza Rd. GWS, Colorado 11 ALL WORK MUST COMPLY WITH THE 2009IBC AND MANUFACTURERS INSTALLATION SPECIFICATIONS. 2) ALL WORK MUST COMPLY WITH THE CONDITIONS OF THE CURRENT
LAND USE PERMIT. 3) ALL WORK MUST COMPLY WITH THE REQUIREMENTS OF THE COLORADO PASSENGER TRAMWAY SAFETY BOARD. (CPTSB BOARD RULE X.l.l.3.2 AIR SPACE REQUIREMENTS) 4) IF APPLICABLE, ELECRICAL
ROUGH IN APPROVAL IS REQUIRED AT FRAME INSPECTION. S) IF APPLICABLE, ELECTRICAL FINAL APPROVAL IS REQUIRED FOR CO/FINAL INSPECTION. 6) GARFIELD COUNTY WILL PERFORM FOUNDATION, FRAMING,
AND FINAL INSPECTIONS. '. . .. :'. ~ . '. , EXISTING GROUND EXISTING 2'X2'X6' CONe BLOCKS (DOUBLE STACKED) PLACE BOTTOM OF FTG ON UNDISTURBED NATURAL SOILS OR APPROVED COMPACTED STRUCTURAL
FILL, TYPICAL CROSS SECTION >ee: ~ohfrd11$' d" ~#II;!;",--8u, 1~Y1 //?o/lA"r~.H?"JAh. SCALE: 1/2" = 1'-0" APPROVED SUBJECf 10 NOTED EXCEP110NS ollNSPECTlONS GARFIELD COUNTY B1UILLDIN~D~~
~ Co"c.p"y"'=::"NO II'ISncnoN WITHOUT TRESt: PLANS ON SITE po~ of Surveying & tlhytJ'ntfl II C' 1,'nwoIS~S~p:r~in g2s0, 1C O 81601 tele: 970.945.5252 fax: 970.584.2855 Information: GLENWOOD
CAVERNS GLENWOOD SPRINGS 1
( .-----GLENWOOD CAVERNS TRAMWAY SHELTER SITE PLAN MARCH 27, 2012 SCALE: 1" = 50' Prepared by: Boundaries Unlimited inc. ~ ~ -------.. _. 71 ./~/.. ./~-~