SGL 46-24-01 Observation Deck-Middle Creek Observation Deck-Construction Drawings.pdf

PENNSYLVANIA GAME COMMISSION

PROJECT NO. PGC-046-24-01

STATE GAME LANDS #046

NEW OBSERVATION DECK

HEIDELBERG TOWNSHIP, LEBANON COUNTY, PENNSYLVANIA

CONTRACT NO. 1: GENERAL CONSTRUCTION

SITE PLAN GENERAL NOTES:

1. FIELD VERIFICATION IS REQUIRED PRIOR TO ANY CONSTRUCTION. CONTACT PA ONE CALL

AND COMPLY WITH ACT 287 (AS AMENDED) REGARDING LOCATIONS OF UNDERGROUND

UTILITIES.

2. ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE CONDUCTED IN ACCORDANCE WITH

THE REQUIREMENTS OF PENNDOT, THE LOCAL MUNICIPALITY AND THE CONTRACT

DOCUMENTS.

3. ALL AREAS DISTURBED BY THE CONSTRUCTION WORK SHALL BE RESTORED IN ACCORDANCE

WITH THE CONTRACT DOCUMENTS TO THEIR ORIGINAL CONDITION OR BETTER.

4. ALL DISTURBED AREAS NOT RECEIVING OTHER SURFACE TREATMENT SHALL BE GRADED AND

SEEDED

5. CONTRACTOR SHALL REFER TO CONTRACT DOCUMENTS FOR SOIL EROSION &

SEDIMENTATION CONTROL PLAN REQUIREMENTS.

6. MAINTAIN ACCESS TO DRIVEWAYS AND ENTRANCES LOCATED ALONG THE PROJECT.

7. THE CONTRACTOR SHALL ENSURE THAT ALL CONSTRUCTION VEHICLES (INCLUDING MATERIAL

SUPPLIER VEHICLES) LEAVING THE PROJECT AREA HAVE MUD BUILDUP REMOVED FROM THE

TIRES BEFORE EXITING ONTO PAVED ROADWAYS. ALL MUD TRACKED ONTO PAVED

ROADWAYS SHALL BE IMMEDIATELY REMOVED FROM THE ROADWAY.

PROPOSED

NEW OBSERVATION DECK

1,008 S.F.

F.F. ELEV. -100.00'

EXISTING GRASS

FIELD AREA

EXIST. GRASS

FIELD AREA

3'-0" WIDE STONE BUFFER AROUND

PERIMETER OF OBSERVATION DECK.

ADA COMPLIANT RAMP

AND STAIR ENTRY.

CONCRETE

LANDING AREA

STONE ACCESSIBLE

ROUTE WALKWAY.

NEW SPLIT RAIL FENCING. SEE

DETAIL AND OVERALL SITE

MAP FOR EXTENT.

PORTION OF OBSERVATION DECK TO

BE COVERED WITH ROOF STRUCTURE.

SITE PLAN

SCALE: 1" = 20'-0"

PGC ADMINISTRATION ROAD

(PRIVATE)

PROPOSED OBSERVATION

DECK LOCATION. SEE SITE

PLAN AND FLOOR PLAN FOR

ADDITIONAL INFORMATION.

NOTE:

ACCESS TO THE NEW OBSERVATION DECK IS ON A

PAVED ROADWAY CLOSED TO VEHICULAR TRAFFIC.

THE ACCESSIBLE ROUTE LEADS FROM A PARKING

AREA WITH HANDICAPPED PARKING INDICATED TO

THE NEW ACCESSIBLE ROUTE WALKWAY.

NEW SPLIT RAIL FENCING ALONG BOTH

SIDES OF 8' WIDE ACCESSIBLE ROUTE

WALKWAY COMPLETE WITH RIVER GRAVEL

LANDSCAPING. SEE ACCESSIBLE WALKWAY

SECTION & ACCESSIBLE WALKWAY "KIOSK"

PLAN FOR DETAILS.

±500'-0"

EXISTING GAME LAND PARKING

AREA. PROVIDE DESIGNED

HANDICAPPED PARKING SIGN.

SEE DETAIL 1/CS-1.

ACCESSIBLE ROUTE INDICATED LEADING

FROM PARKING AREA TO WALKWAY.

HANDICAPPED PARKING SIGN

SCALE: 1" = 1'-0"

CS-1

1'-6" 2'

-0

5' -0

M

IN

IM

UM

COMPACTED 2A COURSE BACKFILL

AROUND SPLIT RAIL POSTS.

RESERVED

PARKING

ONLY

VAN

ACCESSIBLE

4"x4" PRESSURE

TREATED POSTS.

HANDICAPPED AND VAN

ACCESSIBLE PARKING SIGNAGE.

FINISHED GRADE ELEVATION.

CS-1 COVER SHEET & BUILDING SITE PLAN

A-1 DECK PLAN & ELEVATIONS

A-2 SECTIONS & DETAILS

A-3 DECKS & RAMP SECTIONS

S-1 FOUNDATION & FRAMING PLANS

DRAWING INDEX

PROJECT VICINITY MAP

NOT TO SCALE

OVERALL SITE MAP

SCALE: 1" = 500.00'

PENNSYLVANIA GAME COMMISSION

LEBANON COUNTY

PGC-046-24-01PROJECT NO.

DATE:

SHEET NO.

HEIDELBERG TOWNSHIPSTATE GAME LAND #46

REVISIONS

NEW OSERVATION DECK

DRAWN BY:

05/10/2024

M. SPOTTS

Site

= GEO N40.28996°/-76.23234°

PROJECT MAP

NOT TO SCALE

PROJECT LOCATION

STATE GAME LANDS No.046

100 CHAPEL ROAD

NEWMANSTOWN, PA 17073

LEBANON COUNTY

BUILDING CODE SUMMARY

Code: International Building Code, 2018 edition

Scope:Construction of a new observation deck on State Game Lands No. 046 in Heidelberg Township, Lebanon County. The new observation deck will be for the general public to observe wildlife in their natural surroundings throughout the year.

Summary:

Use & Occupancy Group: 303.6 Assembly Group A-3 (Outdoor Viewing) Construction Type: VB (Table 601) New Building Area: 1,008s.f.

Allowable Area: UL-Unlimited (Table 506.2) Building Stories: 1 Story, Allowable Stories: UL - Unlimited (Table 504.4) Fire Protection: No fire suppression, not required.

Occupant Load: Exhibit Viewing = 30 net

1,008 S.F./30 = 33.6 ~ 34persons Egress Width: 34 x 0.3 inches = 10.2 inches min. (1005.3).

Means Of Egress: 1 Exit provided = 60 inches; 1 required (1006.3.3, Table 1006.3.3(2).

Accessibility: (Chapter 11) Accessible Route provided including ramp (1104) Energy Efficiency: Building/structure will not be heated nor air conditioned.

Low-Energy Building. (IECC) (C402.1.1)

CS-1

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ENGINEER

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AUSTIN D. KIEFFER

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PROFESSIONAL

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SE-6

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NC-3

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NE-5

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SC-4

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SW-2

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NW-1

24'-0" 12'-0"

'-0

'-0

'-0

4'-0"

CLEAR

4'-0"

CLEAR

5' -31

2"

CL

EA

R

5' -01

2"

CL

EA

R LANDING

LANDING

'-0

'-0

RA

M

P

DO

W N

1"

1' -0

RA

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W N

1"

1' -0

DECK PLAN

SCALE: 1/4" = 1'-0"

NO

RT

H

PROJECT

NORTH

TRUE

NORTH

6' -51

2"

6'-11"

OBSERVATION DECK

A-2

A-3

A-2

A-3

DOWN

(6 RISERS)

ELEVATION

96.50'

ELEVATION

96.76'

ELEVATION

100.00

SLOPE 1

4 ": 12" MAX.

3'-0" WIDE RIVER GRAVEL

LANDSCAPE BUFFER AROUND

ENTIRE PERIMETER OF DECK,

RAMP AND STAIR STRUCTURE.

3'-0" WIDE RIVER GRAVEL

LANDSCAPE BUFFER AROUND

ENTIRE PERIMETER OF DECK,

RAMP AND STAIR STRUCTURE.

3'-0" WIDE RIVER GRAVEL LANDSCAPE BUFFER

AROUND ENTIRE PERIMETER OF DECK, RAMP

AND STAIR STRUCTURE.

SPLIT RAIL FENCING. SEE SITE PLAN AND DETAILS

FOR ADDITIONAL INFORMATION. COMPLETE WITH

3'-0" WIDE RIVER GRAVEL LANDSCAPE BUFFER

CONTINUOUS WITH FENCING.

SPLIT RAIL FENCING. SEE SITE PLAN AND DETAILS

FOR ADDITIONAL INFORMATION. COMPLETE WITH

3'-0" WIDE RIVER GRAVEL LANDSCAPE BUFFER

CONTINUOUS WITH FENCING.

ACCESSIBLE WALKWAY LEADING FROM EXISTING PAVED

ACEESWAY TO NEW OBSERVATION DECK. SEE SITE PLAN AND

WALKWAY SECTIONS FOR ADDITIONAL DETAILS OF MATERIALS

AND OVERALL DIMENSIONS.

POURED CONCRETE LANDING PAD ALIGN

WITH EXISTING STONE WALKWAY AND SLOPE

TO STAIR AND RAMP AS INDICATD.

1"x6" SQUARE EDGE COMPOSITE DECKING BAND TO

CONCEAL ENDS OF DECK BOARDS AND TO ALIGN

WITH 6"x6" POST.

1"x6" SQUARE EDGE COMPOSITE

DECKING BAND TO CONCEAL

ENDS OF DECK BOARDS AND TO

ALIGN WITH 6"x6" POST.

COMPOSITE DECK MATERIAL

(APPROX. 1,008 SQ. FT. DECK )

6"x6" PRESSURE TREATED POST

WITH (2) 2"X12" HEADER/TRUSS

SEAT SHOWN DOTTED.

ROOF OVERHANG

ABOVE.

COMPOSITE DECK MATERIAL

OBSERVATION/PHOTOGRAPH RAIL.

SEE SECTION FOR DETAILS.

COMPOSITE DECK MATERIAL

OBSERVATION/PHOTOGRAPH RAIL.

SEE SECTION FOR DETAILS.

RAILING SYSTEM. SEE DETAILS

AND SPECIFICATIONS.

RAILING SYSTEM. SEE DETAILS

AND SPECIFICATIONS.

COMPOSITE DECK MATERIAL RAMP

STRUCTURE COMPLETE WITH RAILINGS. SEE

SECTIONS AND SPECIFICATIONS FOR DETAILS.

COMPOSITE DECK MATERIAL STAIR

STRUCTURE COMPLETE WITH RAILINGS. SEE

SECTIONS AND SPECIFICATIONS FOR DETAILS.

A-2

3' -0

8'

-0

3' -0

'-6

15'-0"

SL

OP

E 1 4":

2"

M

AX

2%

SL

OP

E

1 4":

2" M

AX

2%

CROWN

ELEVATION

96.33'

ELEVATION

96.33'

FRONT ELEVATION

SCALE: 1/8" = 1'-0"

LEFT ELEVATION

SCALE: 1/8" = 1'-0"

REAR ELEVATION

SCALE: 1/8" = 1'-0"

RIGHT ELEVATION

SCALE: 1/8" = 1'-0"

RIBBED METAL ROOFING. (GREEN)

ALUMINUM GUTTER AND

DOWNSPOUT (GREEN).

SNOW GUARDS STAGGERED.

(GREEN)

COMPOSITE DECKING STAIR

STRUCTURE COMOPLETE WITH

RAILINGS AND ADA HANDRAIL.

COMPOSITE DECKING RAMP

STRUCTURE COMOPLETE WITH

RAILINGS AND ADA HANDRAIL.

green beige beige green beige beige

RIBBED METAIL SIDING ON

GABLE ENDS. (BEIGE)

ALUMINUM GUTTER (GREEN).

PRESSURE TREATED

PRIVACY SCREEN WALL

W/ OBSERVATION RAIL.

PRESSURE TREATED

PRIVACY SCREEN WALL

W/ OBSERVATION RAIL.

RIBBED METAL ROOFING. (GREEN)

PRESSURE TREATED

PRIVACY SCREEN WALL

W/ OBSERVATION RAIL.

COMPOSITE DECKING RAMP

STRUCTURE COMOPLETE WITH

RAILINGS AND ADA HANDRAIL. 12"

TYP.

PRE-FABRICATED CONCRETE

SPLASH BLOCKS. (TYP.)

ALUMINUM GUTTER AND

DOWNSPOUT (GREEN).

ALUMINUM GUTTER AND

DOWNSPOUT (GREEN).

3' -0

8'

-0

3' -0

SL

OP

E 1 4":

2"

M

AX

2%

SL

OP

E

1 4":

2" M

AX

2%

2' -0

2' -0

STANDARD WIDTH OF POST SPACING ANGLED STANDARD WIDTH OF POST SPACING

ACCESSIBLE WALKWAY "KIOSK" PLAN

SCALE: 1/4" = 1'-0"

NOTE:

INSTALL ON SOUTH SIDE OF WALKWAY AND PROVIDE AT (2) LOCATIONS.

VERIFY EXACT LOCATIONS AND SPACING WITH PGC STAFF IN FIELD.

3'-0" WIDE RIVER GRAVEL

LANDSCAPE BUFFER AROUND

ENTIRE PERIMETER OF DECK,

RAMP AND STAIR STRUCTURE.

ACCESSIBLE WALKWAY LEADING FROM EXISTING PAVED

ACEESWAY TO NEW OBSERVATION DECK. SEE SITE PLAN AND

WALKWAY SECTIONS FOR ADDITIONAL DETAILS OF MATERIALS

AND OVERALL DIMENSIONS.

SPLIT RAIL FENCING. SEE SITE PLAN AND DETAILS

FOR ADDITIONAL INFORMATION. COMPLETE WITH

3'-0" WIDE RIVER GRAVEL LANDSCAPE BUFFER

CONTINUOUS WITH FENCING.

ANGLED STANDARD WIDTH OF POST SPACING

CROWN

'-0

±10'-0"

A-1

PENNSYLVANIA GAME COMMISSION

LEBANON COUNTY

PGC-046-24-01PROJECT NO.

DATE:

SHEET NO.

HEIDELBERG TOWNSHIPSTATE GAME LAND #46

REVISIONS

NEW OSERVATION DECK

DRAWN BY:

05/10/2024

M. SPOTTS

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No.

3' -6

2"EL

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DECK SECTION

SCALE: 1" = 1'-0"

A-2

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TO

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H

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9' -0

HURRICANE TIE-DOWN ANCHORS H25A.

2"X12" HEADER/TRUSS SEAT (EACH

SIDE OF POST). COMPLETE WITH 2" x

BOTTOM WOOD BLOCKING AS

REQUIRED.

(4) 516" X 4" GRK RSS SCREWS

OR

(4) 4" STRONG DRIVE SDWS

TIMBER SCREWS

ALUM. CLAD FASCIA MATERIAL OVER 2"x6" FASCIA BOARD & 2" x FRAMING. (GREEN)

"J" CHANNEL TRIM PIECES.

DRIP EDGE.

2"X6" BOTTOM PURLIN.

2'-0"

OVERHANG

EAVES

PRE-ENGINEERED ROOF TRUSSES

SPACED @ 4'-0" O.C.

26 GAUGE METAL ROOFING OVER 2"X4"

PURLINS SPACED @ 24" O.C..(GREEN)

6x6 PRESSURE TREATED POST.

PROVIDE SANDED/CHAMBERED

EDGES ON ALL SIDES.

COMPOSITE DECK MATERIAL

OBSERVATION/PHOTOGRAPH RAIL CONSTRUCTED

ON PRESSURE TREATED 2"X6" FRAMING SECURED

TO POST STRUCTURE AS INDICATED. PROVIDE

SANDED AND ROUTED/CHAMFERED EDGES ON ALL

EXPOSED SIDES.

EL

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N

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TO

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OF

CO

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1114"

PRESSURE TREATED PRIVACY SCREEN WALL

BEYOND. TYPICAL AROUND DECK PERIMETER AT ALL

LOCATIONS THAT HAVE

OBSERVATION/PHOTOGRAPH RAIL.

1"x12" COMPOSITE FASCIA/TRIM BOARD

OVER DECK STRUCTURE FRAMING.

6"X6" PRESSURE TREATED POST NOTCHED

TO RECEIVE (2) 2"X10" PRESSURE TREATED

BEAM. SECURE BEAM TO POST WITH (2)

FMTHR007 ThruLOK FASTNER OR (4) 516" X 4"

GRK RSS SCREWS.

1"x6" PRESSURE TREATED BOARD(S)

SPACED TIGHT OVER TOP AND BOTTOM

2"X6" RAIL(S).

6"x6" SUPPORT POSTS SECURED TO 18" DIAMETER x 4'-0" CONCRETE PIER. TIE POSTS TO

PIER WITH #ABA66Z STANDOFF POST BASE BY

SIMPSON STRONG TIE OR EQUAL.

1"x6" COMPOSITE DECK MATERIAL OVER 2"x10" PRESSURE TREATED JOISTS @ 12"

O.C. SECURE JOISTS TO SUPPORT BEAM

WITH LUS210Z JOISTS HANGERS SECURED

AS REQUIRED.

6"X6" PRESSURE TREATED POST NOTCHED

TO RECEIVE (2) 2"X10" PRESSURE TREATED

BEAM. SECURE BEAM TO POST WITH (2)

FMTHR007 ThruLOK FASTNER OR (4) 516" X 4"

GRK RSS SCREWS.

6"x6" SUPPORT POSTS SECURED TO 18" DIAMETER x 4'-0" CONCRETE PIER. TIE POSTS TO

PIER WITH #ABA66Z STANDOFF POST BASE BY

SIMPSON STRONG TIE OR EQUAL.

3" THICK LAYER OF .75" - 1.5"

LANDSCAPE RIVER GRAVEL OVER 6 MIL.

BLACK WEED BARRIER. TYPICAL UNDER

AND AROUND NEW OBSERVATION DECK.

(4)#4 DOWELS 42" LONG

WITH #3 TIES @ 18"

TYPICAL FOR ALL PIERS.

DETAIL "A"

AA

8"

8"

(4)#4 DOWELS

42" LONG.

N.T.S.

(2)#3 TIES

@ 18"

(4)#4 DOWELS 42" LONG

WITH #3 TIES @ 18"

TYPICAL FOR ALL PIERS.4'

-0

29 GAUGE METAL FULLY VENTED SOFFIT (GREEN). WITH "J"

CHANNEL TRIM PIECES OVER 2"x4" WOOD NAILERS SECURED

TO UNDERSIDE OF TRUSSES.

29 GAUGE METAL FULLY VENTED SOFFIT

(GREEN). WITH "J" CHANNEL TRIM PIECES OVER

2" X4" WOOD NAILERS @ 24"O.C. SECURED TO

UNDERSIDE OF TRUSSES.

4" COMPOSITE TRIM BOARD WRAP AROUND 2x FRAMING

WITH PAINTPRO TECHNOLOGY AND WOOD GRAIN FINISH

COMPLETE WITH FASTNER PLUGS. PAINT FINISH TO BE

GREEN TO MATCH SOFFIT.

SEEMLESS ALUM. GUTTER OVER

METAL CLAD 2"x6" FASCIA

BOARD. (GREEN)

RAMP SECTION

SCALE: 1" = 1'-0"

A-2

1'-0" 3' -0

3' -0

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4" CLASS AA CONCRETE SLAB &

POURED CONCRETE SEAT OVER 2A

MODIFIED BASE.

SLOPE 14" :12" MAX.

6"X6" PRESSURE TREATED POSTS BEYOND COMPLETE WITH

ALUMINIUM PYRAMID POST CAP. (BLACK) SECURE POSTS

INTO POURED CONCRETE WITH MINIMUM (2) RPBZ POST

BASE CONNECTOR(S) BY SIMPSON STRONG TIE OR EQUAL.

OR

EXTEND 6"X6" PRESSURE TREATED POSTS AND FULLY ENCASE

IN CONCRETE SLAB AND SEAT.

ALUMINIUM POWDER COATED (BLACK) ADA RAILING

COMPLETE WITH WALL BRACKET SUPPORT, WALL RETURN

AND POST "P-LOOP" RETURN.

RAILING SYSTEM WITH 2" SQUARE -EDGE

BOARD LATERAL TOP RAIL OVER

UNIVERSAL TOP AND BOTTOM RAIL AND

ROUND ALUMINIUM BALUSTER.

RAILING SYSTEM WITH 2" SQUARE

-EDGE BOARD LATERAL TOP RAIL

OVER UNIVERSAL TOP AND

BOTTOM RAIL AND ROUND

ALUMINIUM BALUSTER.

ALUMINIUM POWDER COATED (BLACK)

ADA RAILING COMPLETE WITH WALL

BRACKET SUPPORT.

1"x6" COMPOSITE DECK MATERIAL OVER 2"x10" SLOPED PRESSURE

TREATED JOISTS EQUAL SPACED AS

REQUIRED FOR RAMP STRUCTUTRE.

SECURE JOISTS TO SUPPORT BEAM

WITH LUS210Z JOISTS HANGERS

SECURED AS REQUIRED.

6"x6" SUPPORT POSTS SECURED TO 18" DIAMETER x 4'-0" CONCRETE PIER. TIE

POSTS TO PIER WITH #ABA66Z

STANDOFF POST BASE BY SIMPSON

STRONG TIE OR EQUAL.

1'-0"

1' -0

2"X PRESSSURE TREATED WOOD

BLOCKING SECURED INTO POURED

CONCRETE LEDGE/SEAT WITH

APPROVED TAPCONS.

2"X10" PRESSSURE TREATED WOOD SILL

SECURED TO POURED CONCRETE

LEDGE/SEAT WITH 12" DIAMETER X 33

4" LONG

HILTI WEDGE ANCHOR SPACED @ 16" O.C.

LAYER OF .75" - 1.5" LANDSCAPE RIVER GRAVEL UNDR AND

AROUND SLOPED RAMP JOISTS.

3" THICK LAYER OF .75" - 1.5" LANDSCAPE

RIVER GRAVEL OVER 6 MIL. BLACK WEED

BARRIER. TYPICAL UNDER AND AROUND NEW

DECK AND RAMP.

2"x6" PRESSURE TREATED WOOD BRACING

BETWEEM J0IST AS REQUIRED.

ACCESSIBLE WALKWAY SECTION

SCALE: 1" = 1'-0"

A-2

1'-6"

1' -6

M

IN

IM

UM

3'

-4

3'-0"

6"

3'-0"8'-0"

WIDTH OF ACCESSIBLE WALKWAY

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3"

PRESSURE TREATED PINE

WOOD FENCE FLAT-TOP

SPLIT RAIL LINE POSTS WITH

(2) SLOTS.

3" THICK LAYER OF .75" - 1.5"

LANDSCAPE RIVER GRAVEL

ADJACENT TO EXISTING

WALKWAY OVER 6 MIL. BLACK

WEED BARRIER.

PRESSURE TREATED PINE WOOD

FENCE RAIL. TYPICAL FOR BOTH

TOP AND BOTTOM RAIL(S)

COMPACTED 2A COURSE BACKFILL

AROUND SPLIT RAIL POSTS.

4" : 12" SLOPE = 2%1

4" : 12" SLOPE = 2%

6" THICK ACCESSIBLE WALKWAY

COMPACTED DSA AGGREGRATE

OVER 6" COMPACTED LAYER OF 2A

SUBBASE AGGREGRATE OVER

WOVEN GEOTEXTILE GABRIC.

CROWN WALKWAY AS INDICATED TO

ACHIEVE POSITIVE SLOPE FOR

WATER RUNOFF AND MEET

ACCESSIBILITY STANDARDS.

A-2

PENNSYLVANIA GAME COMMISSION

LEBANON COUNTY

PGC-046-24-01PROJECT NO.

DATE:

SHEET NO.

HEIDELBERG TOWNSHIPSTATE GAME LAND #46

REVISIONS

NEW OSERVATION DECK

DRAWN BY:

05/10/2024

M. SPOTTS

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ENGINEER

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AUSTIN D. KIEFFER

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PROFESSIONAL

DECK STAIR SECTION

SCALE: 1" = 1'-0"

A-3

PRESSURE TREATED PRIVACY SCREEN WALL

BEYOND. TYPICAL AROUND DECK PERIMETER AT ALL

LOCATIONS THAT HAVE

OBSERVATION/PHOTOGRAPH RAIL.

COMPOSITE DECK MATERIAL

OBSERVATION/PHOTOGRAPH RAIL BEYOND.

3' -6

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6"X6" PRESSURE TREATED POSTS BEYOND COMPLETE

WITH ALUMINIUM PYRAMID POST CAP. (BLACK)

4' -0

6"X6" PRESSURE TREATED POST NOTCHED

TO RECEIVE (2) 2"X10" PRESSURE TREATED

BEAM. SECURE BEAM TO POST WITH (2)

FMTHR007 ThruLOK FASTNER OR (4) 516" X 4"

GRK RSS SCREWS.

6"x6" SUPPORT POSTS SECURED TO 18" DIAMETER x 4'-0" CONCRETE PIER. TIE POSTS TO

PIER WITH #ABA66Z STANDOFF POST BASE BY

SIMPSON STRONG TIE OR EQUAL.

1"x6" COMPOSITE DECK MATERIAL OVER 2"x10" PRESSURE TREATED JOISTS @ 12"

O.C. SECURE JOISTS TO SUPPORT BEAM

WITH LUS210Z JOISTS HANGERS SECURED

AS REQUIRED. TYPICAL

6"X6" PRESSURE TREATED POST NOTCHED TO RECEIVE (2) 2"X10"

PRESSURE TREATED BEAM. SECURE BEAM TO POST WITH (2)

FMTHR007 ThruLOK FASTNER OR (4) 516" X 4" GRK RSS SCREWS.

2"X10" PRESSURE TREATED BLOCKING COMPLETE WITH TA9Z-R STEEL

ANGLE SUPPORT BY SIMPSON STRONG-TIE OR EQUAL.

2"X12" PRESSURE TREATED STAIR STRINGERS @ 12" 0.C. SECURE

STRINGERS TO 2"X10 BEAM/BLOCKING WITH LSCZ ADJUSTABLE STAIR

STRINGER BRACKET BY SIMPSON STRONG TIE OR EQUAL.6" CLASS AA CONCRETE

WALKWAY/SLAB COMPLETE WITH FIBER

REINFORCING OVER 4" MIN. 2A

MODIFIED BASE.

SLOPE 14" :12" MAX.

6"X6" PRESSURE TREATED POSTS BEYOND COMPLETE WITH

ALUMINIUM PYRAMID POST CAP. (BLACK) SECURE POSTS

INTO POURED CONCRETE WITH MINIMUM (2) RPBZ POST

BASE CONNECTOR(S) BY SIMPSON STRONG TIE OR EQUAL.

ALUMINIUM POWDER COATED (BLACK) ADA RAILING

COMPLETE WITH WALL BRACKET SUPPORT, WALL RETURN

AND POST "P-LOOP" RETURN.

TREAD WIDTH

3' -0

6" DIA.

1'-0"

3' -0

1114"

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1"x FASCIA RISER BOARD OVER 2"x BLOCKING.

2"x6" PRESSURE TREATED WOOD

BLOCKING/SPACER BETWEEN

STRINGERS AND SECURED INTO

CONCRETE WITH TAPCON FASTNER.

2-1"x6" SQUARE EDGE COMPOSITE DECK MATERIAL TREADS

WITH PICTURE FRAMED EDGES TO CONCEAL ENDS.

6"X6" PRESSURE TREATED POSTS BEYOND COMPLETE

WITH ALUMINIUM PYRAMID POST CAP. (BLACK)

RAILING SYSTEM WITH 2" SQUARE -EDGE BOARD LATERAL

TOP RAIL OVER UNIVERSAL TOP AND BOTTOM RAIL AND

ROUND ALUMINIUM BALUSTER.

RAILING SYSTEM WITH 2" SQUARE -EDGE BOARD LATERAL

TOP RAIL OVER UNIVERSAL TOP AND BOTTOM RAIL AND

ROUND ALUMINIUM BALUSTER.

ALUMINIUM POWDER COATED (BLACK) ADA RAILING

COMPLETE WITH WALL BRACKET SUPPORT, WALL RETURN

AND POST "P-LOOP" RETURN.

3" THICK LAYER OF .75" - 1.5" LANDSCAPE RIVER GRAVEL

OVER 6 MIL. BLACK WEED BARRIER. TYPICAL UNDER AND

AROUND NEW OBSERVATION DECK.

2"

RAMP SECTION

SCALE: 1" = 1'-0"

A-3

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6"X6" PRESSURE TREATED POST NOTCHED

TO RECEIVE (2) 2"X10" PRESSURE TREATED

BEAM. SECURE BEAM TO POST WITH (2)

FMTHR007 ThruLOK FASTNER OR (4) 516" X 4"

GRK RSS SCREWS.

6"x6" SUPPORT POSTS SECURED TO 18" DIAMETER x 4'-0" CONCRETE PIER. TIE POSTS TO

PIER WITH #ABA66Z STANDOFF POST BASE BY

SIMPSON STRONG TIE OR EQUAL.

3" THICK LAYER OF .75" - 1.5" LANDSCAPE RIVER GRAVEL

OVER 6 MIL. BLACK WEED BARRIER. TYPICAL UNDER AND

AROUND NEW OBSERVATION DECK.

3' -6

PRESSURE TREATED PRIVACY SCREEN WALL

BEYOND. TYPICAL AROUND DECK PERIMETER AT ALL

LOCATIONS THAT HAVE

OBSERVATION/PHOTOGRAPH RAIL.

COMPOSITE DECK MATERIAL

OBSERVATION/PHOTOGRAPH RAIL BEYOND.

6"X6" PRESSURE TREATED POSTS BEYOND COMPLETE

WITH ALUMINIUM PYRAMID POST CAP. (BLACK)

1"x6" COMPOSITE DECK MATERIAL OVER 2"x10" PRESSURE TREATED JOISTS @ 12"

O.C. SECURE JOISTS TO SUPPORT BEAM

WITH LUS210Z JOISTS HANGERS SECURED

AS REQUIRED. TYPICAL

3' -0

6"x6" SUPPORT POSTS SECURED TO 18" DIAMETER x 4'-0" CONCRETE PIER. TIE POSTS TO

PIER WITH #ABA66Z STANDOFF POST BASE BY

SIMPSON STRONG TIE OR EQUAL.

3" THICK LAYER OF .75" - 1.5" LANDSCAPE RIVER GRAVEL

OVER 6 MIL. BLACK WEED BARRIER. TYPICAL UNDER AND

AROUND NEW OBSERVATION DECK.

1"x12" COMPOSITE FASCIA/TRIM BOARD

OVER DECK STRUCTURE FRAMING.

RAILING SYSTEM WITH 2" SQUARE -EDGE

BOARD LATERAL TOP RAIL OVER

UNIVERSAL TOP AND BOTTOM RAIL AND

ROUND ALUMINIUM BALUSTER.

ALUMINIUM POWDER COATED (BLACK) ADA RAILING

COMPLETE WITH WALL BRACKET SUPPORT.

6"X6" PRESSURE TREATED POSTS BEYOND COMPLETE

WITH ALUMINIUM PYRAMID POST CAP. (BLACK)

ALUMINIUM POWDER COATED (BLACK) ADA RAILING

COMPLETE WITH WALL BRACKET SUPPORT.

3' -0

1"x6" COMPOSITE DECK MATERIAL OVER (3) 2"x10" SLOPED

PRESSURE TREATED JOISTS EQUAL SPACED AS REQUIRED FOR

RAMP STRUCTUTRE. SECURE JOISTS TO SUPPORT BEAM WITH

LUS210Z JOISTS HANGERS SECURED AS REQUIRED.

1"x12"

COMPOSITE

FASCIA/TRIM

BOARD OVER

DECK STRUCTURE

FRAMING.

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A-3

PENNSYLVANIA GAME COMMISSION

LEBANON COUNTY

PGC-046-24-01PROJECT NO.

DATE:

SHEET NO.

HEIDELBERG TOWNSHIPSTATE GAME LAND #46

REVISIONS

NEW OSERVATION DECK

DRAWN BY:

05/10/2024

M. SPOTTS

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AUSTIN D. KIEFFER

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'-6

1 2"

7'-0" 7'-0" 5'-105 8" 5'-105

8" 5'-105 8" 5'-105

8"

6'-0" 6'-0" 6' -0

6'

-0

5' -91

4" 5'

-91 4"

6' -0

6'

-0

5'-0" 2'-0"

2'-0"

6'-0" 6'-0"

1'-0"1'-0"

FOUNDATION PLAN

SCALE: 1/4" = 1'-0"

G

F

E

D

C

B

A

1 2 3 4 5 6 7 8

11 21

49'-612"

6"x6" SUPPORT POSTS SECURED TO 18" DIAMETER x

4'-0" DEPTH (PENNDOT CLASS AA 3500 PSI)

CONCRETE PIER WITH REINFORCING CAGE. SEE

SECTIONS FOR ELEVATIONS AND ADDITIONAL

INFORMATION. TYPICAL

6"x6" SUPPORT POSTS SECURED TO 18" DIAMETER x 4'-0" DEPTH (PENNDOT CLASS

AA 3500 PSI) CONCRETE PIER WITH

REINFORCING CAGE. VERIFY IN FIELD EXACT

HEIGHT TO TOP OF PIER AS REQUIRED BY

SLOPED RAMP STRUCTURE.

6"x6" SUPPORT POSTS SECURED TO 18" DIAMETER x 4'-0" DEPTH (PENNDOT

CLASS AA 3500 PSI) CONCRETE PIER

WITH REINFORCING CAGE. SEE

SECTIONS FOR ELEVATIONS AND

ADDITIONAL INFORMATION. TYPICAL

6"x6" SUPPORT POSTS SECURED TO 18" DIAMETER x 4'-0" DEPTH (PENNDOT CLASS AA 3500 PSI)

CONCRETE PIER WITH REINFORCING CAGE. SEE

SECTIONS FOR ELEVATIONS AND ADDITIONAL

INFORMATION. TYPICAL

24'-0"

'-0

'-0

'-0

12'-512" 1'-612"

7'-0" 12'-0"

FRAMING PLAN

SCALE: 1/4" = 1'-0"

HATCHED AREA/DOTTED LINE INDICATES

4" MINIMUM THICK POURED CONCRETE

SLAB AND SUPPORT LEDGE. SEE

SECTION FOR DETAILS. 2"X10" PRESSURE TREATED

JOIST @ 12" O.C.

2"X10" PRESSURE TREATED

JOIST @ 12" O.C.

2"X10" PRESSURE TREATED

JOIST @ 12" O.C.

2"X10" PRESSURE TREATED

JOIST @ 12" O.C.

2"X10" PRESSURE TREATED

JOIST @ 12" O.C.

2"X10" PRESSURE TREATED

JOIST @ 12" O.C.

2"X10" PRESSURE TREATED JOISTS

AS REQUIRED FOR SUPPORT OF

DECKING BAND BOARD ABOVE.

2"X6" PRESSURE TREATED FRAMING

BETWEEN JOIST AT POSTS

LSECURED FLAT AS REQUIRED FOR

SUPPORT OF DECKING BAND

BOARD ABOVE.

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(2)2"X10"

PRESSURE TREATED

SUPPORT BEAM.

(2)2"X10" PRESSURE

TREATED SUPPORT BEAM.

(2 )2

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" P

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BE

AM

2"x10" PRESSURE TREATED JOIST.

SLOPE AS REQUIRED BY RAMP

STRUCTURE AND PROVIDE 2" X

PRESSURE TREATED BRACING.

(2)2"X10"

PRESSURE TREATED

SUPPORT BEAM.

(2)2"X10"

PRESSURE TREATED

SUPPORT BEAM.

(2)2"X10"

PRESSURE TREATED

SUPPORT BEAM.

(2 )2

"X

" P

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E

TR

EA

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D

SU

PP

OR

T

BE

AM

2"X12" PRESSURE TREATED STRINGERS

@ 12" O.C. COMPLETE WITH BRACING.

SEE SECTION FOR DETAILS.

STRUCTURAL GENERAL NOTES:

CODE

A. CONSTRUCTION SHALL CONFORM WITH THE PROVISIONS OF THE INTERNATIONAL BUILDING CODE/IBC 2018

DESIGN LOADING

A. THE MINIMUM DESIGN LOADING FOR ALL NEW FRAMING IS AS FOLLOWS:

DECK DEAD LOADS: 10 PSF (ASSUMES L/360 DEFLECTION)

DECK LIVE LOADS: 100 PSF UNIFORM (ASSUMES L/360 DEFLECTION)

PER IBC 2018 TABLE 1607.1, USE #4 (ASSEMBLY AREAS, PLATFORMS)

GROUND SNOW LOAD: 30 PSF (NOT TO BE REDUCED)

WIND LOAD: 115 MPH (3-SECOND GUST-IBC2018) TABLE 1609.3 [1]

SEISMIC DESIGN CATEGORY: B, SHEAR = 0.10W PER IBC 2018

TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOADS:

TOP CHORD 30 PSF LIVE LOAD

10 PSF DEAD LOAD

BOTTOM CHORD 0 PSF LIVE LOAD

10 PSF DEAD LOAD

FOUNDATION/PIERS

A. THE BOTTOM OF ALL FOUNDATION PIERS TO BE A MINIMUM OF 3'-0" BELOW FINISHED GRADE.

B. FOUNDATION/PIERS HAVE BEEN DESIGNED FOR AN ASSUMED ALLOWABLE NET SOIL BEARING PRESSURE OF 2000 PSF. SHOULD THE SOIL BEARING PRESSURE BE FOUND TO BE LESS THAN 2000 PSF THE CONTRACTOR

SHALL IMMEDIATELY NOTIFY THE OWNER.

CAST IN PLACE CONCRETE

A. FILL UNDER SLABS SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MAXIMUM DRY

DENSITY AS DETERMINED BY ASTM D698, STANDARD PROCTOR.

B. CONCRETE SHALL ME THE FULL COMPRESSIVE STRENGTH AS SPECIFIED AT 28 DAYS. CONCRETE EXPOSED EXPOSED TO WEATHER SHALL HAVE AN AIR ENTRAINMENT OF 5% ±1%, WITH MAXIMUM SLUMP OF 4".

REINFORCING STEEL

A. ALL REINFORCING BARS SHALL CONFORM TO ASTM A-615, GRADE 60.

B. WELDED WORE FABRIC SHALL CONFORM TO ASTM A-185. S-1

PENNSYLVANIA GAME COMMISSION

LEBANON COUNTY

PGC-046-24-01PROJECT NO.

DATE:

SHEET NO.

HEIDELBERG TOWNSHIPSTATE GAME LAND #46

REVISIONS

NEW OSERVATION DECK

DRAWN BY:

05/10/2024

M. SPOTTS

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AUSTIN D. KIEFFER

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AUSTIN D. KIEFFER

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