STATE OF NEW HAMPSHIRE · 2017. 8. 15. · CANNON MOUNTAIN SKI AREA. State of New Hampshire....
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COVER SHEET & NOTES ARCHITECTURAL A0.01 LEGEND, ABBREVIATIONS AND SCHEDULES A1.01 FLOOR, ROOF AND FRAMING PLANS A2.01 EXTERIOR ELEVATIONS A3.01 SECTIONS A3.02 SECTIONS A4.01 FRAMING DETAILS A4.02 DETAILS PROJECT #: CAP 1804 STATE OF NEW HAMPSHIRE DEPARTMENT OF NATURAL AND CULTURAL RESOURCES BID SET 8/4/2017 DRAWING LIST: 1 - WORK SHALL BE PERFORMED ACCORDING TO ALL APPLICABLE FEDERAL, STATE AND LOCAL BUILDING CODES FOR HIGH WIND REQUIREMENTS. 2 - ALL CONTRACTORS AND SUB-CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH THE CONSTRUCTION DOCUMENTS AND ANY EXISTING CONDITIONS. THIS IS TO PROVIDE AN OPPORTUNITY TO CLARIFY ANY QUESTIONS PRIOR TO THE START OF CONSTRUCTION. 3 - THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE OWNER ACCESS TO THE SITE, AND ANY SPECIFIC OWNER REQUIREMENTS AND PROCEDURES FOR ACCESSING THE SITE. 4 - ALL DIMENSIONS ARE TO THE FACE OF MASONRY OR FACE OF STUD, UNLESS NOTED OTHERWISE. 5 - ALL ANGLES SHOWN ON THE PLANS ARE 45°, UNLESS NOTED OTHERWISE. 6 - THE GENERAL CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING ALL DIMENSIONS. ANY DISCREPANCY BETWEEN ANTICIPATED AND ACTUAL CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. NOTES: DIVISION OF PARKS AND RECREATION SKI PATROL HUT FRANCONIA NOTCH STATE PARK CANNON MOUNTAIN SKI AREA FRANCONIA, NEW HAMPSHIRE
4" TYPICAL @ STUD PARTITIONS 8" TYPICAL @ MASONRY PARTITIONS (UNLESS NOTED OTHERWISE OR AS REQUIRED TO MAINTAIN ACCESSIBLE CLEARANCES)
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18"
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18"
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SYMMETRICAL
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SYM.
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ESTIMATED
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EST.
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ELEV.
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E.W.C.
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FLUOR.
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F.E.C.
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G.W.B.
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GALV.
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G.M.M.B.
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HDWR.
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HVAC
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HDWD
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HORIZ.
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H.D.
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HT.
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H.C.
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H.M.
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GL.
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GA.
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G.C.
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FND.
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FTG.
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F.P.
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F/O
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F.F.
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F.E.
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F.G.
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F.D.
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FIN.
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FLR.
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F.T.
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FUT.
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FL.
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F/F
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EQ.
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EJ.
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EA.
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E.P.
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HEAVY DUTY
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HEATING, VENTILATION
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HOLLOW METAL
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HOLLOW CORE
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HORIZONTAL
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HARDWOOD
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HEIGHT
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FIRE EXTINGUISHER CABINET
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FIRE EXTINGUISHER
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ELECTRICAL PANEL BOARD
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ELECTRIC WATER COOLER
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GENERAL CONTRACTOR
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GYPSUM WALL BOARD
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GLASS MESH MORTAR BOARD
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FACE TO FACE
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FLUORESCENT
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EXPANSION JOINT
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FIRE TREATED
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FINISH FLOOR
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FIBERGLASS
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FLOOR DRAIN
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FOUNDATION
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GALVANIZED
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FIRE PROOFING
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GAUGE
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GLASS
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HARDWARE
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FOOTING
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FACE OF
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FINISH
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FLOOR
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FLOOR
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FUTURE
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ELEVATOR
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EQUAL
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EACH
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V.C.T.
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VINYL COMPOSITE TILE
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WITH
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WATER PROOF
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WITHOUT
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WATER CLOSET
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WIRE GLASS
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WOOD
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WELDED WIRE FABRIC
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WD.
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W.P.
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W/O
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W.C.
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W.W.F.
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W.G.
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W/
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SOLID CORE
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SQUARE
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COEFFICIENT
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STORAGE
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TACKBOARD
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TELEPHONE
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THICKNESS
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STANDARD
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TOILET PAPER
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TOP OF
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TELEVISION
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TYPICAL
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UNDERCUT
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VERTICAL
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VERIFY
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TOUCH UP
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SPECIFICATION/SPECIFIED
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SOUND TRANSMISSION
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STRUCTURAL/STRUCTURE
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SUSPENDED ACOUSTIC TILE
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TOP AND BOTTOM
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TONGUE AND GROOVE
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TEMPERED/TEMPERATURE
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UNLESS NOTED OTHERWISE
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TRANSITION STRIP
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VAPOR BARRIER
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VERIFY IN FIELD
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U.C.
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U.N.O.
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VERT.
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VFY.
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V.I.F.
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V.B.
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T&B
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T&G
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TEMP.
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TYP.
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T.U.
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T.S.
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T.V.
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S.A.T.
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TELE.
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THK.
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T.P.
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T.O.
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T.B.
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SPEC.
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STOR.
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STRUCT.
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STD.
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STC
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S.C.
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SQ.
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THE FOLLOWING TABLE OF ABBREVATIONS IS PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. IT IS NOT INTENDED TO SERVE AS A COMPLETE LIST OF ALL ABBREVIATIONS TO BE FOUND IN THE CONTRACT DOCUMENTS. SHOULD THE CONTRACTOR REQUIRE ANY CLARIFICATION OR INTERPRETATION HEREOF, HE SHALL PROMPTLY SO NOTIFY THE ARCHITECT.
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ANODIZED
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ANOD.
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APP'D
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AUTO
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BLDG.
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BSMT.
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BLKG.
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C.M.U.
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CIRC.
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CONC.
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CONT.
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CORR.
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C.U.H.
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DEMO.
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DIAG.
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E.I.F.S.
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ELEC.
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EMER.
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EQPT.
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COL.
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EL.
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EXH.
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E.F.
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E.W.
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EX.
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EXT.
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EXP.
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DIM.
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DN.
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DBL.
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DWG.
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DR.
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D/W
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DTL.
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D.F.
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DIA.
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DIV.
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CTV.
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C/C
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C.P.
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C.Y.
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B.P.
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CM.
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CLR.
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CLG.
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C.J.
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C.F.
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C.B.
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CPT.
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C.B.
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CEM.
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C.T.
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C.L.
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B.S.
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CAB.
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B.M.
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BIT.
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B.O.
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BOT.
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BRG.
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B.W.
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BD.
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BEJ
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COLUMN
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CONTINUOUS
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CORRUGATED
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CABLE TELEVISION
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COAT PEGS
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DIVIDE/DIVISION
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DISHWASHER
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EACH FACE
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ELECTRICAL
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CENTER TO CENTER
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CABINET UNIT HEATER
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DEMOLISH/DEMOLITION
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DRINKING FOUNTAIN
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EXPOSED/EXPANSION
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EXTERIOR INSUL. FINISH SYSTEM
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EMERGENCY
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ELEVATION
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EXISTING
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EXHAUST
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EACH WAY
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EQUIPMENT
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DOWN
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DIMENSION
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DOUBLE
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DRAWING
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EXTERIOR
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DOOR
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DIAMETER
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DETAIL
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DIAGONAL
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CONCRETE
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BENCH MARK
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BOTH WAYS
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BITUMINOUS
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BEARING PLATE
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BOTH SIDES
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CATCH BASIN
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CERAMIC TILE
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CHALKBOARD
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CONTROL JOINT
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CUBIC FEET
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CENTER LINE
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BY OWNER/BY OTHER
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CONCRETE MASONRY UNIT
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CONSTRUCTION MANAGER
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BUILDING EXPANSION JOINT
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CIRCULAR
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CLEAR
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CEILING
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CABINET
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CARPET
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CEMENT
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BOTTOM
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BEARING
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BASEMENT
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BLOCKING
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APPROVED
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AUTOMATIC
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BOARD
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BUILDING
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ARCH.
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A.F.F.
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ALUM.
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A.P.
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A/C
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ADJ.
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AGG.
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ALT.
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A.B.
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ACCESS PANEL
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ARCHITECT (URAL)
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ABOVE FINISH FLOOR
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AIR CONDITIONING
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ADJUSTABLE
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ANCHOR BOLT
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ALUMINUM
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AGGREGATE
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ALTERNATE
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NOISE REDUCTION COEFFICIENT
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PAIR
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PR.
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SQUARE FOOT
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PLASTIC LAMINATE
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POLY VINYL CHLORIDE
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PRESSURE TREATED
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RETURN AIR PLENUM
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STEEL
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SUSPENDED
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PAVEMENT
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PERFORATED
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PLYWOOD
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PAINTED
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PERIMETER
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PARTITION
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PLATE
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PLUMBING
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PREFINISHED
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QUARRY TILE
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REQUIRED
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REFERENCE
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REINFORCE
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RIGHT HAND
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ROOM
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REFRIGERATOR
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REVERSE (D)
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ROOF DRAIN
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SHEET
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SIMILAR
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ROUGH OPENING
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RADIUS
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R.D.
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SHT.
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SIM.
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R.O.
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R.A.P.
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STL.
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SUSP.
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S.F.
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R.H.
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REF.
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REV.
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R, RAD.
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REQ'D
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REF.
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REINF.
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RM.
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P.L., PLAS. LAM.
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PART.
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PLUMB.
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PREFIN.
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Q.T.
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PL.
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P.T.
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PVMT.
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PERF.
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PLYWD.
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P.V.C.
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PTD.
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PERIM.
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OUTSIDE DIAMETER
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OPPOSITE
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MASONRY
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MAXIMUM
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MARKER BOARD
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MANUFACTURER
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MECHANICAL
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MEDIUM
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MINIMUM
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MOLDING
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METAL
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NATURAL
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NOT TO SCALE
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NUMBER
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OVERALL
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OPENING
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OVERHEAD
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ON CENTER
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MISCELLANEOUS
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MEDICINE CABINET
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MASONRY OPENING
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NOT IN CONTRACT
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OUTSIDE TO OUTSIDE
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MOISTURE RESISTANT
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O/C, O.C.
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OPP.
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O.H.
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O/O
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OPNG.
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O.D.
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NAT.
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N.R.C.
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N.T.S.
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N.I.C.
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NO.
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O.A.
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MFR.
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M.O.
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MECH.
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MED.
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MLDG.
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MTL.
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M.R.
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MISC.
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MAS.
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MAX.
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M.C.
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M.B.
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MIN.
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INCLUDE (ING)
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INSULATION
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INTERIOR
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INSIDE DIAMETER
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INVERT
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JANITOR
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KITCHEN
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KNOCK OUT
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LEFT HAND
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JOINT
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KILN DRIED/KNOCK DOWN
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LINEAR FOOT
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LAVATORY
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LIGHT
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LENGTH, WIDTH, HEIGHT
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INV.
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K.O.
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LAV.
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LxWxH
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L.F.
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LT.
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L.H.
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JAN.
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K.D.
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kIT.
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JT.
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INCL.
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INSUL.
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INT.
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I.D.
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' # & d " @ °±
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FEET POUNDS, NUMBER AND ANGLE PENNY INCHES AT ROUND, DIAMETER PROPERTY LINE, PLATE CENTERLINE DEGREES PLUS OR MINUS
(a) FASTENERS SHALL BE COMMON WIRE OR GALVANIZED BOX AT PLYWOOD SHEAR WALLS. SIMPSONS "WSNTL" WOODSCREWS MAY BE USED IN LIEU OF NAILS BY APPROVAL OF ARCHITECT.
(b) ALL EDGES ARE BLOCKED AND EDGE NAILING IS PROVIDED AT ALL SUPPORTS AND PANEL EDGES.
SELF ADHERING, HIGH TEMPERATURE UNDERLAYMENT (FULL COVERAGE)
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RIDGE CAP
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SLOPE
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SLOPE
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RIDGE CAP
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3
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1/4" = 1'-0"
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ROOF PLAN
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2
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1/4" = 1'-0"
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FLOOR FRAMING PLAN
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MIN. 2-2x6 POST
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2x RIDGE BOARD
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2x12 RAFTERS @ 16" O.C.
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2x12 RAFTERS @ 16" O.C.
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2-2x6 JACK STUDS + 2-2x6 KING STUDS
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2-2x6 JACK STUDS + 2-2x6 KING STUDS
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2x RIDGE BOARD
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2-2x12 HDR
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1. ALL CONNECTIONS SHALL BE CONSTRUCTED ACCORDING TO HIGH WIND FRAMING GUIDELINES. ALL CONNECTIONS SHALL BE CONSTRUCTED ACCORDING TO HIGH WIND FRAMING GUIDELINES. 2. ALL EXTERIOR WALLS TO BE 2x6 @ 16" OC BEARING WALLS U.O.N. ALL INTERIOR BEARING WALLS NOTED ON PLAN SHALL BE ALL EXTERIOR WALLS TO BE 2x6 @ 16" OC BEARING WALLS U.O.N. ALL INTERIOR BEARING WALLS NOTED ON PLAN SHALL BE 2x6 @ 16" O.C. (ALL OTHER WALLS ARE NON-BEARING.) 3. PLYWOOD FOR ALL FLOORS TO BE 23/32" T&G (OR PROVIDE STRUCTURAL BLOCKING @ ALL EDGES) GLUED AND CONNECTED PLYWOOD FOR ALL FLOORS TO BE 23/32" T&G (OR PROVIDE STRUCTURAL BLOCKING @ ALL EDGES) GLUED AND CONNECTED W/SIMPSONS "WSNTL" SCREWS OR 10d NAILS @ 6" O.C. (UNLESS OTHERWISE NOTED) 3. PLYWOOD FOR ALL ROOF AREAS TO BE 19/32" SQUARE EDGE PLYWOOD WITH PANEL SHEATHING CLIPS AT ALL UNSUPPORTED PLYWOOD FOR ALL ROOF AREAS TO BE 19/32" SQUARE EDGE PLYWOOD WITH PANEL SHEATHING CLIPS AT ALL UNSUPPORTED PANEL EDGES. W/8d RING SHANK NAILS @ 4" O.C. @ EDGES AND 6" O.C. @ INTERMEDIATE FRAMING. 4. ALL INTERIOR HEADERS TO BE 3-2x10 WITH PLYWOOD FILLER U.O.N. ALL EXTERIOR HEADERS TO BE 2-2x10 WITH INSULATION ALL INTERIOR HEADERS TO BE 3-2x10 WITH PLYWOOD FILLER U.O.N. ALL EXTERIOR HEADERS TO BE 2-2x10 WITH INSULATION U.O.N. 5. PROVIDE HORIZONTAL BRIDGING/BLOCKING PERPENDICULAR TO THE FLOOR JOISTS @ 12'-0" O.C. MAXIMUM SPACING U.O.N. PROVIDE HORIZONTAL BRIDGING/BLOCKING PERPENDICULAR TO THE FLOOR JOISTS @ 12'-0" O.C. MAXIMUM SPACING U.O.N. 6. ALL WALLS ARE TYPE 1 SHEAR WALLS U.O.N ON DRAWINGS. ALL WALLS ARE TYPE 1 SHEAR WALLS U.O.N ON DRAWINGS. 7. FOUNDATION PIERS AND FOOTING FOR BUILDING HAVE BEEN CONSTRUCTED BY OTHERS, U.O.N. FOUNDATION PIERS AND FOOTING FOR BUILDING HAVE BEEN CONSTRUCTED BY OTHERS, U.O.N. 8. INDICATES WOOD STUD BEARING/SHEAR WALLS INDICATES WOOD STUD BEARING/SHEAR WALLS
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1
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6x6 P.T. POST W/"ECCLLQ-SDS2.5" COL. CAP
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2x12 P.T. JOISTS @ 16" O.C.
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2x12 P.T. JOISTS @ 16" O.C.
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2x12 P.T. JOISTS @ 16" O.C.
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DECK BRACKETS @ 32" O.C.
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"MTS16" STRAP @ 32" O.C. (TYP. @ ALL EXTERIOR WALLS)