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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

STATE OF NEW HAMPSHIRE · 2017. 8. 15. · CANNON MOUNTAIN SKI AREA. State of New Hampshire. Department of Natural and Cultural Resources. 172 Pembroke Road . Concord, NH . 03301

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Page 1: STATE OF NEW HAMPSHIRE · 2017. 8. 15. · CANNON MOUNTAIN SKI AREA. State of New Hampshire. Department of Natural and Cultural Resources. 172 Pembroke Road . Concord, NH . 03301

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 HAMPSHIREDEPARTMENT OF NATURAL AND CULTURAL RESOURCES

BID SET8/4/2017

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 HUTFRANCONIA NOTCH STATE PARK

CANNON MOUNTAIN SKI AREAFRANCONIA, NEW HAMPSHIRE

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Page 2: STATE OF NEW HAMPSHIRE · 2017. 8. 15. · CANNON MOUNTAIN SKI AREA. State of New Hampshire. Department of Natural and Cultural Resources. 172 Pembroke Road . Concord, NH . 03301

INTERIOR ELEVATION

EXTERIOR ELEVATION

BUILDING SECTION

WALL SECTION

DETAILS

WINDOW & FRAME TYPE

DOOR NUMBER

ACCESSORY TYPE

REVISION NUMBER

INDICATES BARRIER FREE ACCESS.

ITEMS DESIGNATED MUST COMPLY

WITH LATEST LOCAL CODE EDITIONS

AND FEDERAL ACCESSIBILITY

LEGISLATION

DATUM/WORK POINT

INDICATES ALIGNMENT

ROOM TAG

PARTITION TYPE

SPRAYED-ON FIREPROOFING

WOOD BLOCKING

FINISH WOOD

RIGID INSULATION

GRAVEL

CONCRETE

LOAM

STEEL

CMU PARTITION

THERMAL OR ACOUSTIC

FIBERGLASS INSULATION

NEW WALL

EXISTING WALL TO REMAIN

EXISTING WALL TO BE REMOVED

NEW DOOR & FRAME

EXISTING DOOR & FRAME

FRONT APPROACH,

PULL SIDE

COLUMN GRID INDICATOR

Room Name

& Number

DEMOLITION NOTE

FRONT APPROACH,

PUSH SIDE

HINGE APPROACH,

PULL SIDE

HINGE APPROACH,

PUSH SIDE

LATCH APPROACH,

PULL SIDE

LATCH APPROACH,

PULL SIDE

W/CLOSER

LATCH APPROACH,

PUSH SIDE

LATCH APPROACH,

PUSH SIDE

W/CLOSER

WINDOW SCHEDULE

DOOR SCHEDULE

TYPE A TYPE 1 - HOLLOW METALTYPE B

DOOR CLEARANCES

ABBREVIATIONSGRAPHICS LEGEND

SYMBOLS LEGEND

A0.01

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WALL TYPES & SCHEDULES

DOOR TYPES FRAME TYPES

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A6.01
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1
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2
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3
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3
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INTERIOR ELEVATION NUMBER
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SHEET WHERE SHOWN
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1
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A2.01
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SHEET WHERE SHOWN
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EXTERIOR ELEVATION NUMBER
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A2.03
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A
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SHEET WHERE SHOWN
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BUILDING SECTION NUMBER
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A3.01
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1
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SHEET WHERE SHOWN
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WALL SECTION NUMBER
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A3.03
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1
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SHEET WHERE SHOWN
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DETAIL NUMBER
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A
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1
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1
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1
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PARTITION INTERSECTION
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DOOR AS SCHEDULED
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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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COPYRIGHT © BY STATE OF NEW HAMPSHIRE DEPARTMENT BY STATE OF NEW HAMPSHIRE DEPARTMENT BY STATE OF NEW HAMPSHIRE DEPARTMENT OF NATURAL & CULTURAL RESOURCES ALL RIGHTS RESERVED NO REPRODUCTION WITHOUT PERMISSION
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Page 3: STATE OF NEW HAMPSHIRE · 2017. 8. 15. · CANNON MOUNTAIN SKI AREA. State of New Hampshire. Department of Natural and Cultural Resources. 172 Pembroke Road . Concord, NH . 03301

VESTIBULE

TOBOGAN STG

DAY ROOM

DISPATCH

TUNING ROOM

TOILET RM

ENTRY PORCH

FRAMING NOTES:

(@ ALL PLYWDEDGES)

15/32" PLYWOODTYPE: 1 1/2" 8d 4" 6" - 16d @ 4"

SHEATHING TYPE

(APA RATED)

MARK

TO WOOD

SILL PLATE TOEDGE NAIL

SPACING

MINIMUM NAIL

PENETRATION SIZE

NAIL

(a)

FIELD NAIL

SPACING

CONC ANCHOR

TYPICAL SHEAR WALL SCHEDULE

(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.

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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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A
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B
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A
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B
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T.0. SUB-FLOOR 0'-0"
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T.0. PLATE 8'-0"
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T.0. PLATE 14'-10 "316"
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CEDAR SHINGLES
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1x6 CORNER BOARD (TYP)
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WATER TABLE
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1x6 CORNER BOARD (TYP)
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T-111 SIDING
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METAL ROOF PANEL
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ALUM. FLASHING
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1x6 CORNER BOARD (TYP)
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T-111 SIDING
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B
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SNOW GUARDS
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3
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1/4" = 1'-0"
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BACK ELEVATION
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B
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2
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1/4" = 1'-0"
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RIGHT ELEVATION
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T.0. SUB-FLOOR 0'-0"
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T.0. PLATE 8'-0"
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T.0. PLATE 14'-10 "316"
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1x6 CORNER BOARD (TYP)
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T-111 SIDING
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1x6 CORNER BOARD (TYP)
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T-111 SIDING
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ALUM. COUNTER FLASHING
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12"
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4"
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12"
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4"
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B
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4
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1/4" = 1'-0"
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LEFT ELEVATION
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1x4 TRIM (TYP)
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1x12 FRIEZE BD.
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1x4 TRIM (TYP)
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A4.02
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10
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CEDAR SHINGLES
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1x6 CORNER BOARD (TYP)
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WATER TABLE
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CEDAR SHINGLES
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1x6 CORNER BOARD (TYP)
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GUARDRAIL
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APX. GRADE
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REMOVABLE GUARDRAIL
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EXTERIOR DOOR (WINTER USE ONLY)
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MOUND SNOW AS REQ'D FOR WINTER ACCESS
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APX. GRADE
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GUARDRAIL
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APX. GRADE
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REMOVABLE GUARDRAIL
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APX. GRADE
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SNOW GUARDS
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SNOW GUARDS
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SNOW GUARDS
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TYP
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SDC
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DRAWN BY:
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SCALE:
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DATE:
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1/4" = 1'-0"
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8/4/2017
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COPYRIGHT © BY STATE OF NEW HAMPSHIRE DEPARTMENT BY STATE OF NEW HAMPSHIRE DEPARTMENT BY STATE OF NEW HAMPSHIRE DEPARTMENT OF NATURAL & CULTURAL RESOURCES ALL RIGHTS RESERVED NO REPRODUCTION WITHOUT PERMISSION
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-
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REVISED:
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PROJECT INFORMATION:
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SHEET INFORMATION:
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CAP 1804
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PROJECT #:
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-
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BUILDING #:
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BUILDING NAME:
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FARMS Data:
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Ski Patrol Hut
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T.O. SUB-FLOOR 0'-0"
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T.O. PLATE 8'-0"
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T.O. PLATE 14'-10 "316"
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1
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-
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SECTION @ DAY ROOM
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12"
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4"
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12"
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4"
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DBL 2x8 TIE @ 32" O.C. (ONE ON EA. SIDE OF RAFTER)
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FIBERGLASS WINDOW
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FIBERGLASS WINDOW
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3x3 WD SILL
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ROOF CONSTRUCTION METAL ROOF PANELS SELF ADHERING, HIGH-TEMPERATURE UNDERLAYMENT 58" PLYWOOD SHEATHING 2x12 RAFTERS @ 16" O.C.
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WD WATER TABLE
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WALL CONSTRUCTION (LOW) CEDAR SHINGLES RAINSCREEN WEATHER BARRIER 1532" PLYWOOD SHEATHING 2x6 STUDS @ 16" O.C.
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WALL CONSTRUCTION (HIGH) T-111 SIDING WEATHER BARRIER 1532" PLYWOOD SHEATHING 2x6 STUDS @ 16" O.C.
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A4.02
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1
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A4.02
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2
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A4.02
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4
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A4.02
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3
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LEDGE
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GRADE
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T.O. SLAB 0'-0"
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T.O. PLATE 8'-0"
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12"
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4"
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2x10 TIES @ 16" O.C.
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METAL RIDGE CAP
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2x RIDGE BOARD
AutoCAD SHX Text
WD WATER TABLE
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FIBERGLASS WINDOW
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3x3 WD SILL
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WALL CONSTRUCTION (LOW) CEDAR SHINGLES RAINSCREEN WEATHER BARRIER 1532" PLYWOOD SHEATHING 2x6 STUDS @ 16" O.C.
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1x TRIM BD.
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WALL CONSTRUCTION (HIGH) T-111 SIDING WEATHER BARRIER 1532" PLYWOOD SHEATHING 2x6 STUDS @ 16" O.C.
AutoCAD SHX Text
ROOF CONSTRUCTION METAL ROOF PANELS SELF ADHERING, HIGH-TEMPERATURE UNDERLAYMENT 58" PLYWOOD SHEATHING 2x12 RAFTERS @ 16" O.C.
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A4.02
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4
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2
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-
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SECTION @ VESTIBULE
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LEDGE
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GRADE
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ROOF CONSTRUCTION 2332" T&G PLYWOOD SUB-FLOOR VAPOR RETARDER 2x12 P.T. JOISTS @ 16" O.C. FIBERGLASS BATT INSUL. (R-30) 1532" P.T. PLYWOOD
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GUARDRAIL
AutoCAD SHX Text
ROOF CONSTRUCTION 2332" T&G PLYWOOD SUB-FLOOR VAPOR RETARDER 2x12 P.T. JOISTS @ 16" O.C. FIBERGLASS BATT INSUL. (R-30) 1532" P.T. PLYWOOD
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GUARDRAIL
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A4.02
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6
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A4.02
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7
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A4.02
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3
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6
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A4.02
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7
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A4.02
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9
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EXISTING PIERS (TYP)
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EXISTING PIERS (TYP)
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A4.02
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9
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SDC
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DRAWN BY:
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SCALE:
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DATE:
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1/2" = 1'-0"
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8/4/2017
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COPYRIGHT © BY STATE OF NEW HAMPSHIRE DEPARTMENT BY STATE OF NEW HAMPSHIRE DEPARTMENT BY STATE OF NEW HAMPSHIRE DEPARTMENT OF NATURAL & CULTURAL RESOURCES ALL RIGHTS RESERVED NO REPRODUCTION WITHOUT PERMISSION
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-
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REVISED:
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PROJECT INFORMATION:
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SHEET INFORMATION:
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CAP 1804
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PROJECT #:
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BUILDING #:
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BUILDING NAME:
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FARMS Data:
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Ski Patrol Hut
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T.O. SLAB 0'-0"
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T.O. PLATE 8'-0"
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ROOF CONSTRUCTION METAL ROOF PANELS SELF ADHERING, HIGH-TEMPERATURE UNDERLAYMENT 58" PLYWOOD SHEATHING 2x12 RAFTERS @ 16" O.C.
AutoCAD SHX Text
DBL 2x8 TIE @ 32" O.C. (ONE ON EA. SIDE OF RAFTER)
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A4.02
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5
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3
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-
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CROSS SECTION
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ROOF CONSTRUCTION METAL ROOF PANELS SELF ADHERING, HIGH-TEMPERATURE UNDERLAYMENT 58" PLYWOOD SHEATHING 2x12 RAFTERS @ 16" O.C.
AutoCAD SHX Text
2x10 CEILING JOIST @ 16" O.C.
AutoCAD SHX Text
FIBERGLASS WINDOW
AutoCAD SHX Text
3x3 WD SILL
AutoCAD SHX Text
WALL CONSTRUCTION (LOW) CEDAR SHINGLES RAINSCREEN WEATHER BARRIER 12" PLYWOOD SHEATHING 2x6 STUDS @ 16" O.C.
AutoCAD SHX Text
ROOF CONSTRUCTION METAL ROOF PANELS SELF ADHERING, HIGH-TEMPERATURE UNDERLAYMENT 58" PLYWOOD SHEATHING 2x12 RAFTERS @ 16" O.C.
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2x10 CEILING JOIST @ 16" O.C.
AutoCAD SHX Text
ROOF CONSTRUCTION 2332" T&G PLYWOOD SUB-FLOOR VAPOR RETARDER 2x12 P.T. JOISTS @ 16" O.C. FIBERGLASS BATT INSUL. (R-30) 1532" P.T. PLYWOOD
AutoCAD SHX Text
TYP.
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A4.02
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7
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A4.02
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7
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EXISTING PIERS (TYP)
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4
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-
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SECTION @ STAIRS
AutoCAD SHX Text
LEDGE
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GRADE
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7"
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7"
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2x12 P.T. STRINGER @ 16" O.C.
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2x6 P.T. TREADS
AutoCAD SHX Text
1x P.T. RISER
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1x6 P.T. HEEL
AutoCAD SHX Text
8" SONOTUBE
AutoCAD SHX Text
BM PER PLAN
AutoCAD SHX Text
A4.02
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8
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SDC
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DRAWN BY:
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SCALE:
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DATE:
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1/2" = 1'-0"
AutoCAD SHX Text
8/4/2017
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COPYRIGHT © BY STATE OF NEW HAMPSHIRE DEPARTMENT BY STATE OF NEW HAMPSHIRE DEPARTMENT BY STATE OF NEW HAMPSHIRE DEPARTMENT OF NATURAL & CULTURAL RESOURCES ALL RIGHTS RESERVED NO REPRODUCTION WITHOUT PERMISSION
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-
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REVISED:
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PROJECT INFORMATION:
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SHEET INFORMATION:
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CAP 1804
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PROJECT #:
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BUILDING #:
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BUILDING NAME:
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FARMS Data:
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Ski Patrol Hut
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"H2.5A" CLIP @ EA. OUTRIGGER W/5-8d x 1 " TO RAFTER & TOP 12" TO RAFTER & TOP
AutoCAD SHX Text
BLK'G BETWEEN RAFTERS
AutoCAD SHX Text
ROOF PLYWOOD & NAILING PER PLAN
AutoCAD SHX Text
2x6 OUTRIGGER @ 16" O.C. MAX.
AutoCAD SHX Text
ROOF RAFTER PER PLAN
AutoCAD SHX Text
CONT. 2x RIM BD
AutoCAD SHX Text
"A34" CLIP @ EA. OUTRIGGER W/8-8d x 1 "12"
AutoCAD SHX Text
CONNECT ROOF SHEATHING TO CANTILEVERED RAFTER @ 4" O.C.
AutoCAD SHX Text
WALL PLYWOOD & NAILING PER PLAN
AutoCAD SHX Text
JOIST PER PLAN
AutoCAD SHX Text
BEAM PER PLAN
AutoCAD SHX Text
2x BLK'G @ 48" O.C.
AutoCAD SHX Text
NAIL PLYWOOD TO BLK'G @ 4" O.C.
AutoCAD SHX Text
3
AutoCAD SHX Text
3/4" = 1'-0"
AutoCAD SHX Text
DETAIL
AutoCAD SHX Text
WALL PLYWOOD & NAILING PER PLAN
AutoCAD SHX Text
JOIST PER PLAN
AutoCAD SHX Text
FLOOR PLYWOOD & NAILING PER PLAN
AutoCAD SHX Text
BEAM PER PLAN
AutoCAD SHX Text
2
AutoCAD SHX Text
3/4" = 1'-0"
AutoCAD SHX Text
DETAIL
AutoCAD SHX Text
"LUS210" HGR W/8-10d TO BM & 4-10d TO JOIST
AutoCAD SHX Text
FLOOR PLYWOOD & NAILING PER PLAN
AutoCAD SHX Text
2x BLK'G @ 48" O.C.
AutoCAD SHX Text
BEAM PER PLAN
AutoCAD SHX Text
WALL PLYWOOD & NAILING PER PLAN
AutoCAD SHX Text
FLOOR PLYWOOD & NAILING PER PLAN
AutoCAD SHX Text
JOIST PER PLAN
AutoCAD SHX Text
5
AutoCAD SHX Text
3/4" = 1'-0"
AutoCAD SHX Text
DETAIL
AutoCAD SHX Text
HDR AS OCCURS
AutoCAD SHX Text
PLYWOOD SHEATHING/NAILING & STUDS PER PLAN
AutoCAD SHX Text
ROOF PLYWOOD & NAILING PER PLAN
AutoCAD SHX Text
RAFTER PER PLAN
AutoCAD SHX Text
2x BLK'G BETWEEN RAFTERS
AutoCAD SHX Text
CONT. 2x RIM
AutoCAD SHX Text
"H2.5A" PER RAFTER W/5-8d x 1 " TO 12" TO RAFTER & TOP (10 TOTAL)
AutoCAD SHX Text
7
AutoCAD SHX Text
3/4" = 1'-0"
AutoCAD SHX Text
DETAIL
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TIES WHERE SHOWN ON PLAN
AutoCAD SHX Text
"LRUZ" HGR W/6-SD #10x1 " TO 12" TO RIDGE & 6-SD #10x2 " TO RAFTERS 12" TO RAFTERS
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RAFTER PER PLAN
AutoCAD SHX Text
ROOF PLYWOOD & NAILING PER PLAN
AutoCAD SHX Text
RIDGE BM/BD PER PLAN
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"LSTA21" STRAP @ 16" O.C. MAX W/16-10d
AutoCAD SHX Text
9
AutoCAD SHX Text
3/4" = 1'-0"
AutoCAD SHX Text
DETAIL
AutoCAD SHX Text
HDR AS OCCURS
AutoCAD SHX Text
PLYWOOD SHEATHING/NAILING & STUDS PER PLAN
AutoCAD SHX Text
13
AutoCAD SHX Text
3/4" = 1'-0"
AutoCAD SHX Text
DETAIL
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11
AutoCAD SHX Text
3/4" = 1'-0"
AutoCAD SHX Text
DETAIL
AutoCAD SHX Text
2x BLOCKING
AutoCAD SHX Text
WALL PLYWOOD & NAILING PER PLAN
AutoCAD SHX Text
ROOF PLYWOOD & NAILING PER PLAN
AutoCAD SHX Text
RAFTER PER PLAN
AutoCAD SHX Text
2x BLK'G @ 48" O.C.
AutoCAD SHX Text
2x12 CONT. LEDGER W/2- " x6" WD 14" x6" WDSCREWS PER STUD & 2 PER BLOCKING
AutoCAD SHX Text
EXIST. PIER (BY OTHERS)
AutoCAD SHX Text
POST BASE (BY OTHERS)
AutoCAD SHX Text
T.O. PIER
AutoCAD SHX Text
2- " THRU BOLTS58" THRU BOLTS
AutoCAD SHX Text
4x4 P.T. BRACES
AutoCAD SHX Text
POST PER PLAN
AutoCAD SHX Text
MIN. 4- " x8" LG GRK 38" x8" LG GRKSCREWS (TYP)
AutoCAD SHX Text
BEAM PER PLAN
AutoCAD SHX Text
POST CAP PER PLAN
AutoCAD SHX Text
PIER & COLUMN
AutoCAD SHX Text
FINISH GRADE
AutoCAD SHX Text
1
AutoCAD SHX Text
3/4" = 1'-0"
AutoCAD SHX Text
DETAIL
AutoCAD SHX Text
COL. CAP PER PLAN W/16-SDS "x2 " 14"x2 " 12" TO BM & 14-SDS "x2 " TO COL.14"x2 " TO COL.12" TO COL.
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COLUMN PER PLAN
AutoCAD SHX Text
TWIST STRAP PER PLAN W/14-10dx1 "12"
AutoCAD SHX Text
COL. CAP PER PLAN W/16-SDS "x2 " 14"x2 " 12" TO BM & 14-SDS "x2 " TO COL.14"x2 " TO COL.12" TO COL.
AutoCAD SHX Text
COLUMN PER PLAN
AutoCAD SHX Text
WALL PLYWOOD & NAILING PER PLAN
AutoCAD SHX Text
JOIST PER PLAN
AutoCAD SHX Text
FLOOR PLYWOOD & NAILING PER PLAN
AutoCAD SHX Text
BEAM PER PLAN
AutoCAD SHX Text
4
AutoCAD SHX Text
3/4" = 1'-0"
AutoCAD SHX Text
DETAIL
AutoCAD SHX Text
"LUS210" HGR W/8-10d TO BM & 4-10d TO JOIST
AutoCAD SHX Text
COL. CAP PER PLAN W/16-SDS "x2 " 14"x2 " 12" TO BM & 14-SDS "x2 " TO COL.14"x2 " TO COL.12" TO COL.
AutoCAD SHX Text
COLUMN PER PLAN
AutoCAD SHX Text
TWIST STRAP PER PLAN W/14-10dx1 "12"
AutoCAD SHX Text
JOIST PER PLAN
AutoCAD SHX Text
DECKING
AutoCAD SHX Text
RIM BEAM PER PLAN
AutoCAD SHX Text
"LUS210" HGR W/8-10d TO BM & 4-10d TO JOIST
AutoCAD SHX Text
DECK BRACKET PER PLAN W/4- " BOLTS TO EA. BEAM12" BOLTS TO EA. BEAM
AutoCAD SHX Text
COLUMN PER PLAN
AutoCAD SHX Text
COL. CAP PER PLAN W/16-SDS "x2 " 14"x2 " 12" TO BM & 14-SDS "x2 " TO COL.14"x2 " TO COL.12" TO COL.
AutoCAD SHX Text
FLOOR PLYWOOD & NAILING PER PLAN
AutoCAD SHX Text
JOIST PER PLAN
AutoCAD SHX Text
6
AutoCAD SHX Text
3/4" = 1'-0"
AutoCAD SHX Text
DETAIL
AutoCAD SHX Text
COLUMN PER PLAN
AutoCAD SHX Text
COL. CAP PER PLAN W/16-SDS "x2 " 14"x2 " 12" TO BM & 14-SDS "x2 " TO COL.14"x2 " TO COL.12" TO COL.
AutoCAD SHX Text
"LUS210" HGR W/8-10d TO BM & 4-10d TO JOIST
AutoCAD SHX Text
"LUS210" HGR W/8-10d TO BM & 4-10d TO JOIST
AutoCAD SHX Text
BEAM PER PLAN
AutoCAD SHX Text
"H8" @ 32" O.C. (TOP TO STUDS) W/5-10d x 1 " TO TOP & STUD (10 TOTAL)12" TO TOP & STUD (10 TOTAL)
AutoCAD SHX Text
"RBC" PER RAFTER BAY W/6-10d x 1 " TO BLOCKING & TOP (12 TOTAL)12" TO BLOCKING & TOP (12 TOTAL)
AutoCAD SHX Text
8
AutoCAD SHX Text
3/4" = 1'-0"
AutoCAD SHX Text
DETAIL
AutoCAD SHX Text
HDR AS OCCURS
AutoCAD SHX Text
PLYWOOD SHEATHING/NAILING & STUDS PER PLAN
AutoCAD SHX Text
"H2.5A" PER RAFTER W/5-8d x 1 " TO RAFTER & TOP (10 TOTAL)12" TO RAFTER & TOP (10 TOTAL)
AutoCAD SHX Text
"H8" @ 32" O.C. (TOP TO STUDS) W/5-10d x 1 " TO TOP & STUD (10 TOTAL)12" TO TOP & STUD (10 TOTAL)
AutoCAD SHX Text
"RBC" PER RAFTER BAY W/6-10d x 1 " TO 12" TO BLOCKING & TOP (12 TOTAL)
AutoCAD SHX Text
ROOF PLYWOOD & NAILING PER PLAN
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RAFTER PER PLAN
AutoCAD SHX Text
2x BLK'G BETWEEN RAFTERS
AutoCAD SHX Text
CONT. 2x RIM
AutoCAD SHX Text
"LTP5" PER OUTRIGGER BAY W/12-8d x 1 "12"
AutoCAD SHX Text
2-"H2.5A" @ 32" O.C. (TOP TO STUDS) W/10-8d x 1 " TO 12" TO TOP & STUDS (20 TOTAL)
AutoCAD SHX Text
10
AutoCAD SHX Text
3/4" = 1'-0"
AutoCAD SHX Text
DETAIL
AutoCAD SHX Text
PLYWOOD SHEATHING/NAILING & STUDS PER PLAN
AutoCAD SHX Text
HDR AS OCCURS
AutoCAD SHX Text
TIES PER PLAN
AutoCAD SHX Text
2x6 PLATE
AutoCAD SHX Text
DOUBLE TOP
AutoCAD SHX Text
2-"H2.5A" @ 32" O.C. (TOP TO STUDS) W/10-8d x 1 " TO 12" TO TOP & STUDS (20 TOTAL)
AutoCAD SHX Text
"SP6" @ 32" O.C. MAX. W/6-10d x 1 " TO STUDS12" TO STUDS
AutoCAD SHX Text
12
AutoCAD SHX Text
3/4" = 1'-0"
AutoCAD SHX Text
DETAIL
AutoCAD SHX Text
PLYWOOD SHEATHING/NAILING & STUDS PER PLAN
AutoCAD SHX Text
HEADER AS OCCURS
AutoCAD SHX Text
2x BLOCKING (SILL AS OCCURS)
AutoCAD SHX Text
TIES PER PLAN
AutoCAD SHX Text
"LUCZ" HGR W/6-SD9112 SCREWS TO FACE & 4-SD9112 SCREWS TO TIE
AutoCAD SHX Text
BLOCKING AS REQ'D
AutoCAD SHX Text
2x10 CONT. LEDGER W/2- " x6" WD 14" x6" WDSCREWS PER STUD & 2 PER BLOCKING
AutoCAD SHX Text
NOTE: ACTUAL SLOPE MAY VARY FROM WHAT IS SHOWN PICTORIALLY
AutoCAD SHX Text
14
AutoCAD SHX Text
3/4" = 1'-0"
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ROOF PLYWOOD & NAILING PER PLAN
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BLK'G REQ'D BETWEEN RAFTERS @ 8'-0" MAX SPACING
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BLK'G
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TIE PER PLAN
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6-#14x4 " LG WD SCREWS (3 FROM EA. 12" LG WD SCREWS (3 FROM EA. SIDE) @ ALL RAFTER/TIE CONNECTIONS (TYP)
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OPEN
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OPEN
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2x6 KING STUD (TYP)
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2-2x12 HEADER
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HEADER PER PLAN
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2x BLOCKING (TYP)
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"SP6" TO EA. JACK & KING STUD (TYP) W/6-10d x 1 " 12" TO STUDS
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"LSTA9" STRAP (EA. SIDE) W/8-10d
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4-16d END NAILS (EA. SIDE)
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"CS16x24" STRAP (EA. SIDE) W/8-10d (FASTEN ABOVE & BELOW HEADER)
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"A23" FRAMING ANGLE (EA. SIDE) W/4-10d x 1 " TO STUDS & 12" TO STUDS & POSTS (8 TOTAL)
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"H2.5A" PER RAFTER W/5-8d x 1 " TO 12" TO RAFTER & TOP (10 TOTAL)
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"H8" @ 32" O.C. (TOP TO STUDS) W/5-10d x 1 " TO 12" TO TOP & STUD (10 TOTAL)
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"SP6" TO EA. KING STUD (TYP) W/6-10d x 1 " TO STUDS12" TO STUDS
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FASTEN COL TO BASE W/12-SDS 14"x2" FASTENERS (HDG OR S.S.)
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TWIST STRAP PER PLAN W/14-10dx1 "12"
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"A23" FRAMING ANGLE (EA. SIDE) W/4-10d x 1 " TO STUDS & 12" TO STUDS & POSTS (8 TOTAL)
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SDC
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DRAWN BY:
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DATE:
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COPYRIGHT © BY STATE OF NEW HAMPSHIRE DEPARTMENT BY STATE OF NEW HAMPSHIRE DEPARTMENT BY STATE OF NEW HAMPSHIRE DEPARTMENT OF NATURAL & CULTURAL RESOURCES ALL RIGHTS RESERVED NO REPRODUCTION WITHOUT PERMISSION
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CAP 1804
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Ski Patrol Hut
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ALUM. DRIP
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RAINSCREEN
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ALUM. DRIP EDGE
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12" PLYWOOD SOFFIT (PTD)
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SEALANT
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DOUBLE TOP PLATE
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FIBERGLASS WINDOW
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BACKER ROD & SEALANT
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HEADER
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BACKER ROD & SEALANT
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FIBERGLASS WINDOW
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RIGID INSUL.
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CONT. 2x10 LEDGER (STAINED) CENTERED ON TIE
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HGR (PTD BLACK)
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WD WATER TABLE
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ALUM. CAP FLASHING
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SLOPE TOP
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VAPOR RETARDER
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FIBERGLASS BATT INSUL.
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12" P.T. PLYWOOD
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POST PER PLAN
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2x6 P.T. DECKING
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DECK BRACKET
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BM PER PLAN
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COPYRIGHT © BY STATE OF NEW HAMPSHIRE DEPARTMENT BY STATE OF NEW HAMPSHIRE DEPARTMENT BY STATE OF NEW HAMPSHIRE DEPARTMENT OF NATURAL & CULTURAL RESOURCES ALL RIGHTS RESERVED NO REPRODUCTION WITHOUT PERMISSION
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Ski Patrol Hut

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