HomeMy WebLinkAboutIMAGE 1 - 21-00375 - Teton Lakes Golf Course - Deck.pdfW12x16
W12x16 W12x16W12x26ALL STEEL SHALLBE GALVANIZEDW12x16W12x16W12x16W12x16W12x16W12x26W12x26W12x26W12x26W12x26W12x26W12x26W12x26W12x16W12x16W12x16W12x16W12x26W12x16W12x16W12x16
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W12x16 TYPICAL STEEL DECK:212" THICK (512" TOTAL SLAB THICKNESS) NORMAL WEIGHT CONCRETETOPPING W/ 6x6 W2.9xW2.9 WWF, 112" CLEAR FROM TOP, OVER 18GA.VERCO W3 FORMLOK STEEL DECK (2 SPANS MINIMUM). ATTACH DECKW/ 58" DIAMETER PUDDLE WELDS AT 36/4 PATTERN AT PERPENDICULARSUPPORTS, 58" DIAMETER PUDDLE WELDS AT 8" O.C. AT PARALLELSUPPORTS AND VSC2 AT 12" O.C. SIDE LAP CONNECTIONS.DECK FINISH: G90ELEVATION: FIELD VERIFYW12x16 W12x16 W12x16 W12x16
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8"TYP21112TYPICAL STEEL DECK:212" THICK (512" TOTAL SLAB THICKNESS) NORMAL WEIGHT CONCRETETOPPING W/ 6x6 W2.9xW2.9 WWF, 112" CLEAR FROM TOP, OVER 18GA.VERCO W3 FORMLOK STEEL DECK (2 SPANS MINIMUM). ATTACH DECKW/ 58" DIAMETER PUDDLE WELDS AT 36/4 PATTERN AT PERPENDICULARSUPPORTS, 58" DIAMETER PUDDLE WELDS AT 8" O.C. AT PARALLELSUPPORTS AND VSC2 AT 12" O.C. SIDE LAP CONNECTIONS.DECK FINISH: G90ELEVATION: FIELD VERIFYTYP205TYP205TYP202TYP202TYP201TYP202TYP202TYP202TYP202204TYP206TYP205TYP206OPP201TYP203204204TYP203204TYP202TYP202TYP202TYP206TYP201TYP201TYP203SCALE:FLOOR FRAMING PLAN1/4" = 1'-0"PROFESS IO N A L ENG
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ATE O F ID AHOA
5/18/21
14134
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VID B .P O R TERLIC E N SEDPROJECT MANAGER:CAD OPERATOR:DATE:JOB NO.:
STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
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5CURRENT REV.This drawing is the property of FROST Structural Engineering,
Inc. Legally, the drawing can NOT be copied in whole or in
pieces. It is only to be used for the project and site specifically
identified hereon and is not to be used on any other project.
Contractor shall carefully review all dimensions, details, and
conditions and report at once any error, inconsistency or
omission discovered before construction.
The contractor assumes full liability for deviations from the
intent of these plans.
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Structural Engineering
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@frost-structural.comS2.15/18/21TETON LAKES DECK
CITY OF REXBURG
DE/GTCDPIF21-209
FLOOR FRAMING PLAN
722 N 12TH WEST
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REXBURG, ID 83440
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....FLOOR FRAMING PLAN NOTESA.VERIFY ALL DIMENSIONS WITH ALL ARCHITECTURALDRAWINGS.B.ALL SCHEDULED MARK DESIGNATIONS MAY NOTNECESSARILY BE FOUND ON THIS PLAN. SCHEDULES ARETYPICAL TO THIS PROJECT.C.SC1, SC2, ETC. - AS SHOWN ON PLAN INDICATES A STEELCOLUMN. SEE STEEL COLUMN SCHEDULE FOR ADDITIONALINFORMATION. COLUMNS START AT THE LEVEL THEY ARECALLED OUT ON.D.FOR CLARITY, DETAILS MAY SHOW ONLY ONE SIDE OFFRAMING CONDITION.E.CONTRACTOR TO VERIFY AND BE RESPONSIBLE FORVARIATIONS IN CONCRETE QUANTITY DUE TO CAMBER,CONSTRUCTION DEAD LOAD DEFLECTIONS AND/ORSTRUCTURAL STEEL TOLERANCES OF STEEL BEAMS ANDSTEEL DECK.1.STAIRS AND RAMP BY OTHERS2.EXISTING STRUCTUREPLAN KEYNOTESXCONCRETE WALL TO BOTTOM OF STEEL DECKCONCRETE WALL TOBOTTOM OF STEEL DECK
STEEL X-BRACE
STEEL X-BRACE
STEEL X-BRACE STEEL X-BRACESTEEL X-BRACE