2026.07.14 - H9 - Penn Twp Shop - Bid Set - SEALED.pdf

NORTH PENRYN ROAD

STIEGEL VALLEY ROAD

EXIST. SHOP

EXIST. OFFICE

CS

CO

VE

R S

HE

ET

LEGEND OF MATERIALS

BRICK

PLYWOOD

EARTH

STEEL LARGE SCALE

STEEL SMALL SCALE

FINISHED WOOD

WOOD BLOCKING

RIGID INSULATION

BATT INSULATION

CRUSHED STONE

CONCRETE

CONCRETE BLOCK

WOOD ROUGH

ALTERATIONS FOR:

PENN TOWNSHIP MUNICIPAL BUILDING - SHOP

97A NORTH PENRYN ROAD

MANHEIM, PA 17545

PENN TOWNSHIP, LANCASTER COUNTY

DESCRIPTIONSHEET

INDEX OF DRAWINGS

COVER SHEETCS

SHEET DESCRIPTION

SITE PLANC101

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25112

COPYRIGHT © 2025 HEX 9 ARCHITECTS ALL RIGHTS RESERVED

This drawing is the exclusive property of HEX 9 ARCHITECTS and may not be reproduced in any form without written authorization from HEX 9 ARCHITECTS. Unauthorized reproduction or use of any or all parts of this drawing will constitute a violation of U.S. copyright laws.

BID DRAWINGS

ALL DRAWINGS ARE DIAGRAMMATIC AND APPROXIMATE

AND ARE SUBJECT TO REARRANGEMENT FOR PROPER

INSTALLATION. CERTAIN RUNS ARE SHOWN DISTORTED

TO AVOID CONFUSION.

ALL CONTRACTORS ARE TO VERIFY ALL

DIMENSIONS, FIELD CONDITIONS AND THE WORK

OF OTHER TRADES BEFORE PROCEEDING WITH

THEIR WORK.

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JULY 14, 2026

CHAPTER 8

SECTION 801-GENERAL COMPLIES- REFERENCE TO CHAPTER 7 ALSO.

N/A

LEVEL 1 ALTERATIONS INCLUDE THE REMOVAL AND REPLACEMENT OR THE COVERING

OF EXISTING MATERIALS, ELEMENTS, EQUIPMENT OR FIXTURES USING NEW MATERIALS,

ELEMENTS, EQUIPMENT OR FIXTURES THAT SERVE THE SAME PURPOSE.

SCOPE OF WORK:

1. PROVIDE A NEW ADA ENTRANCE WALK AND PARKING SPACE FOR THE OFFICE.

2. PROVIDE REPLACEMENT WINDOWS AND DOORS FOR THE OFFICE AND SHOP.

PROVIDE NEW RIGID INSULATION FOR THE SHOP.

3. PROVIDE REPLACEMENT FASCIAS / GUTTERS / DOWNSPOUTS FOR THE OFFICE AND

SHOP.

ALTERATIONS - LEVEL 1

SECTION 802-BUILDING ELEMENTS AND MATERIALS

SECTION 803-FIRE PROTECTION

SECTION 805 - MEANS OF EGRESS

SECTION 806 - STRUCTURAL

SECTION 807 - ELECTRICAL COMPLIES (NEW LIGHTING FIXTURES)

SECTION 808 - MECHANICAL

SECTION 809 - PLUMBING

N/A

N/A

COMPLIES

N/A

CODE COMPLIANCE INFORMATION

APPLICABLE CODES:

GENERAL CODE DATA

IEBC 2018

N/A

IFC SECTION 906 FIRE EXTINGUISHERS: TYPE 2A EVERY 6,000 SF & DURING CONSTRUCTION

SECTION 302 OCCUPANCY CLASSIFICATION: S-1 (B ACCESSORY)

SECTION 602 CONSTRUCTION TYPE: TYPE 5-B

TABLE 504.3 HEIGHT: ALLOWED: 40'-0" PROVIDED: 27'-6"

TABLE 1004.5 OCCUPANCY LOAD:

AREA: ALLOWED: 12,000 S.F. PROVIDED: 14,253 S.F.

TABLE 504.4 NUMBER OF STORIES: ALLOWED: 1 STORY PROVIDED: 1 STORY

TABLE 506.2

2018 INTERNATIONAL MECHANICAL CODE

2021 I.B.C., CHAPTER 11 AND APPENDIX E

I.C.C./ANSI A117.1-2017

2021 INTERNATIONAL EXISTING BUILDING CODE SECTIONS: 306: ACCESSIBILITY,

1101.2 NON CONFORMITY, 1508 ACCESSIBILITY, APPENDIX B

2018 INTERNATIONAL EXISTING BUILDING CODE

2018 INTERNATIONAL BUILDING CODE

2018 INTERNATIONAL ENERGY CONSERVATION CODE

2018 INTERNATIONAL FIRE CODE

2018 INTERNATIONAL FUEL GAS CODE

2018 INTERNATIONAL PLUMBING CODE

LEGEND OF MATERIALS

BRICK

PLYWOOD

EARTH

STEEL LARGE SCALE

STEEL SMALL SCALE

FINISHED WOOD

WOOD BLOCKING

RIGID INSULATION

BATT INSULATION

CRUSHED STONE

CONCRETE

CONCRETE BLOCK

WOOD ROUGH

LOCATION MAP

SITE

NO

RT

H

DESCRIPTIONMARK

ARCHITECTURAL LEGEND

DENOTES NEW WALL CONSTRUCTION

DENOTES EXISTING WALLS

DENOTES WALL TYPES

DENOTES DOOR NUMBER

DENOTES WINDOW TYPE

DENOTES PARTIAL HEIGHT WALLS

DENOTES EXTERIOR ELEVATION

DENOTES BUILDING / WALL SECTION

DENOTES DETAILS AND LARGE SCALE PLANS

DENOTES INTERIOR ELEVATION

DENOTES ROOM NAME AND NUMBER101

A

1-1

W1

A A000

A A000

4 A000 2

DENOTES NEW 1-HOUR RATED WALL

DENOTES NEW 2-HOUR RATED WALL

DENOTES NEW 3-HOUR RATED WALL

ABBREVIATIONS

ABV. ABOVE

A.F.F. ABOVE FINISHED FLOOR

ACT. ACOUSTICAL TILE

ADJ. ADJUSTABLE

A.C. AIR CONDITIONING

ALT. ALTERNATE

ALUM. ALUMINUM

A.B. ANCHOR BOLT

APPROX. APPROXIMATE

A.R.A. AREA OF RESCUE ASSISTANCE

@ AT

BM. BEAM

B.F.F. BELOW FINISHED FLOOR

B.G. BELOW GRADE

BTWN. BETWEEN

BLK'G. BLOCKING

BRG. BRIDGING OR BEARING

BD. BOARD

BOT. / BTM. BOTTOM

B.O.F. BOTTOM OF FOOTING

B.L. BUILDING LINE

BLDG. BUILDING

B/O BOTTOM OF

CAB. CABINET

CPT. CARPET

C.I. CAST IRON

C.B. CATCH BASIN

CLG. CEILING

C/C CENTER TO CENTER

℄ CENTER LINE

CER. CERAMIC

C.H. CEILING HEIGHT

C.T. CERAMIC TILE

C.O. CLEAN OUT

CLR. CLEAR

CLRD.C.M.U. COLORED CONCRETE MASONRY UNIT

COL. COLUMN

CONC. CONCRETE

C.M.U. CONCRETE MASONRY UNIT

CONST. CONSTRUCTION

CONT. CONTINUOUS

C.J. CONTROL JOINT

CTR. COUNTER

CU.FT. CUBIC FEET

C.F.M. CUBIC FEET PER MINUTE

C/P CUT AND PATCH

D.L. DEAD LOAD

DK. DECK

DTL. DETAIL

DIA. / Ø DIAMETER

DIM. DIMENSION

D.W. DISHWASHER

DIV. DIVISION

DR. DOOR

DN. DOWN

D.S. DOWN SPOUT

DWG. DRAWING

EA. EACH

E.W. EACH WAY

ELEC. ELECTRICAL

E.C. ELECTRICAL CONTRACTOR

E.W.C. ELECTRIC WATER COOLER

ELEV. ELEVATION

EQ. EQUAL

EQUIP. EQUIPMENT

EXA. EXHAUST AIR

EX. / EXST. EXISTING

E/F EXISTING TO FINISH

E/S EXISTING TO STUD

EXP. EXPOSED OR EXPANSION

EXT. EXTERIOR

E.I.F.S. EXTERIOR INSULATED FINISHING SYSTEM

E.F.S. EXTERIOR FINISHING SYSTEM

F.R.P. FIBERGLASS REINFORCED PANEL

FIN. FINISH

F/F FINISH TO FINISH

F/S FINISH TO STUD

F.C. FINISHED CEILING

F.F. FINISHED FLOOR

F.G. FINISHED GRADE

F.S. FINISHED SLAB

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER CABINET

F.R. FIRE RATED

F.R.G.W.B. FIRE RATED GYPSUM WALL BOARD

F.R.T.W. FIRE RETARDANT TREATED WOOD

FLASH'G. FLASHING

FLEX. FLEXIBLE

FLR. FLOOR

F.D. FLOOR DRAIN

FT. FOOT OR FEET

FT./LBS. FOOT POUNDS

FTG. FOOTING

FND. FOUNDATION

F.S. FULL SIZE

GALV. GALVANIZED

GA. GAUGE

G.C. GENERAL CONTRACTOR

GL. GLASS OR GLAZING

G.F.M.U. GROUND FACE CONCRETE MASONRY UNIT

GYP. GYPSUM

G.W.B. GYPSUM WALL BOARD

H/C HANDICAP

HDWR. HARDWARE

H.V.A.C. HEATING, VENTILATION & AIR CONDITIONING

HGT. HEIGHT

H.P. HIGH POINT

H.C. HOLLOW CORE

H.C.M. HOLLOW CORE MASONITE

H.C.W. HOLLOW CORE WOOD

H.M. HOLLOW METAL

HORZ. HORIZONTAL

H.B. HOSE BIB

I.C.F. INSULATED CONCRETE FORMS

I.D. INSIDE DIAMETER

INSUL. INSULATION OR INSULATED

INV. INVERT

LAM. LAMINATED

LA. LAYER

L. LENGTH

L.L. LONG LEG

L.P. LOW POINT

L.S.L. LAMINATED STRAND LUMBER

L.V.L. LAMINATED VENEER LUMBER

M.H. MAN HOLE

MECH. MECHANICAL

MIR. MIRROR

MISC. MISCELLANEOUS

MFR. MANUFACTURER

M.O. MASONRY OPENING

MAT. MATERIAL

MAX. MAXIMUM

M.C. MECHANICAL CONTRACTOR

M.D.F. MEDIUM DENSITY FIBERBOARD

MTL. METAL

M.T. METAL THRESHOLD

MIN. MINIMUM

MLDG. MOLDING

M.R. MOISTURE RESISTANT

MTD. MOUNTED

NOM. NOMINAL

N.I.C. NOT IN CONTRACT

N.T.S. NOT TO SCALE

NO. NUMBER

O.A. OUTSIDE AIR

O.C. ON CENTER

OPNG. OPENING

O.W. OPEN WEB

OPP. OPPOSITE

O.S.B. ORIENTED STRAND BOARD

O/O OUT TO OUT

O.D. OUTSIDE DIAMETER

O.H. OVERHEAD

P.E.M.B. PRE-ENGINEERED METAL BUILDING

PERIM. PERIMETER

PNT. / PNT'D. PAINT / PAINTED

PLAS. PLASTER

P.LAM PLASTIC LAMINATE

PL. PLATE

PLUMB. PLUMBING

P.C. PLUMBING CONTRACTOR

P.V.A. POLYVINYL CHLORIDE

P.S.I. POUNDS PER SQUARE INCH

P.T. PRESSURE TREATED

P.S.F. POUNDS PER SQUARE FOOT

Q.T. QUARRY TILE

R. RADIUS

R.C.P. REFLECTED CEILING PLAN

REF. REFRIGERATOR

REINF. REINFORCING

REQ. / REQ'D REQUIRE / REQUIRED

RQMTS. REQUIREMENTS

R.A. RETURN AIR

RM. ROOM

R.C. ROUGH CUT

R.O. ROUGH OPENING

SECT. SECTION

S.A.F. SELF ADHERING FLASHING

SCHED. SCHEDULE

SHEATH. SHEATHING

SLP. SLOPE

SIM. SIMILAR

S.A. SUPPLY AIR

S.C. SOLID CORE

S.C.W. SOLID CORE WOOD

SPEC. SPECIFICATION

S.B. SPLASH BLOCK

S.F.C.M.U. SPLIT-FACE CONCRETE MASONRY UNIT

S.F. / SQ.FT. SQUARE FOOT

S.S. STAINLESS STEEL

STD. STANDARD

STL. STEEL

STRUCT. STRUCTURAL

S/S STUD TO STUD

SUSP. SUSPENDED

SYS. SYSTEM

TEMP. TEMPERED OR TEMPERATURE

TH. THICK OR THICKNESS

T&G TONGUE AND GROOVE

T.B.D. TO BE DETERMINED

T.O.F. TOP OF FOOTING

T.O.M. TOP OF MASONRY

T.O.P. TOP OF PLATE

T.O.S. TOP OF STEEL

TYP. TYPICAL

T/O TOP OF

U.N.O. UNLESS NOTED OTHERWISE

V.B. VAPOR BARRIER

VAR. VARIES

V.T.R. VENT THROUGH ROOF

VERT. VERTICAL

V.I.F. VERIFY IN FIELD

VEST. VESTIBULE

V.C.W. VINYL CLAD WOOD

V.C.T. VINYL COMPOSITION TILE

V.C.B. VINYL COVE BASE

W.C.O. WALL CLEAN OUT

W.C. WATER CLOSET

W.R.B. WATER RESISTIVE BARRIER

W.W.F. WELDED WIRE FABRIC

W.F. WIDE FLANGE

W. WIDTH

WIN. WINDOW

w/ WITH w/o WITHOUT

WD. WOOD

W.I. WROUGHT IRON

FLOOR AND ROOF PLAN A101

EXTERIOR ELEVATIONSA201

SITE OVERVIEW

NO

RT

H

SITE

O.H. DOOR, CANOPY, AND SOFFIT DETAILS A302

(13,397 S.F. / 500 + 578 S.F. / 150) = 31 PERSONS

DOOR AND WINDOW DETAILSA301

CET

SPECIFICATIONSA801

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

PROJECT NUMBER

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

NUMBER

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISED BY

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text H

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text N

AutoCAD SHX Text

JOSEPH TURNOWCHYK, AIA, NCARB

AutoCAD SHX Text

(717) 442-9034

AutoCAD SHX Text Gap, PA 17527

AutoCAD SHX Text 5427 Woodside Drive

AutoCAD SHX Text

(717) 283-0097 fx

AutoCAD SHX Text An LLC Company

(36.0 36.0 1.5708 "D" 2.0 0.5 7.0 1.75 84.0 "W" "F" "N" 2.5 0.6875 0.25 "casing1" 1 1 1 1 0.5 5.5 4.0 36.0 4.0 4.0 4.0 5.5 24.0 7.25 1.0 "N" "N" "N" "N" "N" "Y" "N" "N" 24.0 24.0 12.0 16.0 1.0 "Y" "N" "FF" 2.5 "N" 8.0 4 "Y")

(36.0 36.0 1.5708 "D" 2.0 0.5 7.0 1.75 84.0 "W" "F" "N" 2.5 0.6875 0.25 "casing1" 1 1 1 1 0.5 5.5 4.0 36.0 4.0 4.0 4.0 5.5 24.0 7.25 1.0 "N" "N" "N" "N" "N" "Y" "N" "N" 24.0 24.0 12.0 16.0 1.0 "Y" "N" "FF" 2.5 "N" 8.0 4 "Y")

C101

NORTH PENRYN ROAD

NORTH PENRYN ROAD

EXISTING

STORAGE SHED

(3) EXISTING PARKING

SPACES

(1) NEW

ACCESSIBLE

VAN PARKING

SPACE

(11) EXIST. PARKING

SPACES

(5) EXIST. PARKING

SPACES

(6) EXIST. PARKING

SPACES

(2) ACCESSIBLE

(5) EXIST. PARKING

SPACES

(5) EXIST. PARKING

SPACES

(5) EXIST. PARKING

SPACES

(5) EXIST. PARKING

SPACES

(2) ACCESSIBLE

(3) EXIST. PARKING

SPACES

AREA OF

ALTERATIONS

EXISTING MUNICIPAL

OFFICE BUILDING

EXISTING SHOP

EXISTING SHOP

EX

IS

TI

NG

OF

FI

CE

AREA OF

ALTERATIONS

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

NEW ACCESS

AISLE TO FRONT

ENTRANCE

PROPERTY LINE

NORTH PENRYN ROAD

EXISTING

OFFICE

EXISTING

SHOP

(3) EXISTING

PARKING SPACES

ADD HAZARD STRIPING

TO EXISTING PARKING

SPACE AND DRIVEWAY

ADD VAN ACCESSIBLE

PARKING SIGN, SEE 4/C101

SL

OP

E

1:2

PROVIDE NEW 5'-0"x6'-0"

LANDING AT ENTRANCE,

MATCH EXIST. FINISH FLOOR

ELEVATION

REM

OVE

EXIST

. WAL

K REP

LACE

WITH

48" WID

E

WAL

K SLO

PED

FRO

M PA

RKING

TO LA

NDIN

G

NEW ACCESSIBLE

VAN LOADING

SPACE

(1) NEW ACCESSIBLE

VAN PARK SPACE

11'-0"

5'-0"

17'-5 9 16 "

LINE OF EXISTING

PAVEMENT

5'-0"

42'-0"

NEW ACCESSIBLE

ROUTE TO

ENTRANCE

5'-0" 4'-0" 10'-0" 10'-0" 10'-0"

(1) MOTORCYCLE

PARKING SPACE

60" MIN.

ACCESS AISLE SERVING

VAN PARKING SPACES

FIG. 502.4

PARKING SPACE ACCESS AISLE

AREA

TO BE

MARKED

VAN

SCALE:

C101 N/A

ACCESSIBLE PARKING WIDTHS

FU

LL

LE

NG

TH

O

F

PA

RK

IN

G

SP

AC

E

132" MIN.

ICC A117.1-2009:

GENERAL SITE AND BUILDING ELEMENTS

501 GENERAL

501.1 SCOPE. GENERAL SITE AND BUILDING ELEMENTS REQUIRE TO BE ACCESSIBLE BY THE SCOPING PROVISIONS ADOPTED BY THE ADMINISTRATIVE AUTHORITY SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF CHAPTER 5.

502 PARKING SPACES

502.1 GENERAL. ACCESSIBLE CAR AND VAN PARKING SPACES SHALL COMPLY WITH SECTION 502.

502.2 VEHICLE SPACE SIZE. CAR PARKING SPACES SHALL BE 96 INCHES (2440 MM) MINIMUM IN WIDTH. VAN PARKING SPACES

SHALL BE 132 INCHES (3350 MM) MINIMUM IN WIDTH.

EXCEPTION: VAN PARKING SPACES SHALL BE PERMITTED TO BE 96 INCHES (2440 MM) MINIMUM IN WIDTH

WHERE THE ADJACENT ACCESS AISLE IS 96 INCHES (2440 MM) MINIMUM IN WIDTH.

502.3 VEHICLE SPACE MARKING. CAR AND VAN PARKING SPACES SHALL BE MARKED TO DEFINE THE WIDTH. WHERE PARKING SPACES ARE MARKED WITH LINES, THE WIDTH MEASUREMENTS OF PARKING SPACES AND ADJACENT ACCESS AISLES SHALL BE

MADE FROM THE CENTERLINE OF THE MARKINGS.

EXCEPTION: WHERE PARKING SPACES OR ACCESS AISLES ARE NOT ADJACENT TO ANOTHER PARKING SPACE OR ACCESS AISLE, MEASUREMENTS SHALL BE PERMITTED TO INCLUDE THE FULL WIDTH OF THE LINE DEFINING THE

PARKING SPACE OR ACCESS AISLE.

502.4 ACCESS AISLE. CAR AND VAN PARKING SPACES SHALL HAVE AN ADJACENT ACCESS AISLE COMPLYING WITH SECTION 502.4.

502.4.1 LOCATION. ACCESS AISLES SHALL ADJOIN AN ACCESSIBLE ROUTE. TWO PARKING SPACES SHALL BE PERMITTED TO SHARE A COMMON ACCESS AISLE. ACCESS AISLES SHALL NOT OVERLAP WITH THE VEHICULAR WAY.

PARKING SPACES SHALL BE PERMITTED TO HAVE ACCESS AISLES PLACED ON EITHER SIDE OF THE CAR OR VAN PARKING SPACE. VAN PARKING SPACES THAT ARE ANGLED SHALL HAVE ACCESS AISLES LOCATED ON THE PASSENGER

SIDE OF THE PARKING SPACE.

502.4.2 WIDTH. ACCESS AISLES SERVING CAR AND VAN PARKING SPACES SHALL BE 60 INCHES (1525 MM)

MINIMUM IN WIDTH.

502.4.3 LENGTH. ACCESS AISLES SHALL EXTEND THE FULL LENGTH OF THE PARKING SPACES THEY SERVE.

502.4.4 MARKING. ACCESS AISLES SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN THEM. WHERE ACCESS AISLES ARE MARKED WITH LINES, THE WIDTH MEASUREMENTS OF ACCESS AISLES AND ADJACENT

PARKING SPACES SHALL BE MADE FROM THE CENTERLINE OF THE MARKINGS.

EXCEPTION: WHERE ACCESS AISLES OR PARKING SPACES ARE NOT ADJACENT TO ANOTHER ACCESS AISLE OR PARKING SPACE, MEASUREMENTS SHALL BE PERMITTED TO INCLUDE THE FULL WIDTH OF THE LINE DEFINING

THE ACCESS AISLE OR PARKING SPACE.

502.5 FLOOR SURFACES. PARKING SPACES AND ACCESS AISLES SHALL COMPLY WITH SECTION 302 AND HAVE SURFACE SLOPES NOT STEEPER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACES THEY SERVE.

502.6 VERTICAL CLEARANCE. A VERTICAL CLEARANCE OF 98 INCHES (2490 MM) MINIMUM SHALL BE PROVIDED AT THE FOLLOWING

LOCATIONS:

1. PARKING SPACES FOR VANS.

2. THE ACCESS AISLES SERVING PARKING SPACES FOR VANS.

3. THE VEHICULAR ROUTES SERVING PARKING SPACES FOR VANS.

502.7 IDENTIFICATION. WHERE ACCESSIBLE PARKING SPACES ARE REQUIRED TO BE IDENTIFIED BY SIGNS, THE SIGNS SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH SECTION 703.6.3.1. SIGNS IDENTIFYING VAN PARKING SPACES SHALL CONTAIN THE DESIGNATION “VAN ACCESSIBLE”. SUCH SIGNS SHALL BE 60 INCHES (1525 MM) MINIMUM ABOVE THE

FLOOR OF THE PARKING SPACE, MEASURED TO THE BOTTOM OF THE SIGN.

502.8 RELATIONSHIP TO ACCESSIBLE ROUTES. PARKING SPACES AND ACCESS AISLES SHALL BE DESIGNED SO THAT CARS AND VANS, WHEN PARKED, CANNOT OBSTRUCT THE REQUIRED CLEAR WIDTH OF ADJACENT ACCESSIBLE ROUTES.

503 PASSENGER LOADING ZONES

503.1 GENERAL. ACCESSIBLE PASSENGER LOADING ZONES SHALL COMPLY WITH SECTION 503.

503.2 VEHICLE PULL-UP SPACE SIZE. PASSENGER LOADING ZONES SHALL PROVIDE A VEHICULAR PULL-UP SPACE 96 INCHES (2440

MM) MINIMUM IN WIDTH AND 20 FEET (6095 MM) MINIMUM IN LENGTH.

503.3 ACCESS AISLE. PASSENGER LOADING ZONES SHALL HAVE AN ADJACENT ACCESS AISLE COMPLYING WITH

SECTION 503.3.

503.3.1 LOCATION. ACCESS AISLES SHALL ADJOIN AN ACCESSIBLE ROUTE. ACCESS AISLES SHALL NOT OVERLAP THE

VEHICULAR WAY.

503.3.2 WIDTH. ACCESS AISLES SERVING VEHICLE PULL-UP SPACES SHALL BE 60 INCHES (1525 MM) MINIMUM

IN WIDTH.

503.3.3 LENGTH. ACCESS AISLES SHALL BE 20 FEET (6095 MM) MINIMUM IN LENGTH.

503.3.4 MARKING. ACCESS AISLES SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN THEM.

503.4 FLOOR SURFACES. VEHICLE PULL-UP SPACES AND ACCESS AISLES SERVING THEM SHALL COMPLY WITH SECTION 302 AND SHALL HAVE SLOPES NOT STEEPER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE VEHICLE PULL-UP SPACE

THEY SERVE.

503.5 VERTICAL CLEARANCE. A VERTICAL CLEARANCE OF 114 INCHES (2895 MM) MINIMUM SHALL BE PROVIDED AT THE

FOLLOWING LOCATIONS:

1. VEHICLE PULL-UP SPACES.

2. THE ACCESS AISLES SERVING VEHICLE PULL-UP SPACES.

3. A VEHICULAR ROUTE FROM AN ENTRANCE TO THE PASSENGER LOADING ZONE, AND

4. A VEHICULAR ROUTE FROM THE PASSENGER LOADING ZONE TO A VEHICULAR EXIT SERVING VEHICLE PULL-UP

SPACES.

10"

1 2"

MA

X.

10"

1 2"

MA

X.

EDGE PROTECTION NOT REQUIRED

(EXCEPTION 3)

RAMP RUN OR LANDING

ICC A117.1-2009:

CHAPTER 4 ACCESSIBLE ROUTES

405 RAMPS

405.9 EDGE PROJECTION. EDGE PROTECTION COMPLYING WITH SECTION 405.9.1 OR 405.9.2 SHALL BE PROVIDED

ON EACH SIDE OF RAMP RUNS AND AT EACH SIDE OF RAMP LANDINGS.

EXCEPTIONS:

1. EDGE PROTECTION SHALL NOT BE REQUIRED ON RAMPS NOT REQUIRED TO HAVE HANDRAILS AND

THAT HAVE FLARED SIDES COMPLYING WITH SECTION 406.3.

2. EDGE PROTECTION SHALL NOT BE REQUIRED ON THE SIDES OF RAMP LANDINGS SERVING AN

ADJOINING RAMP RUN OR STAIRWAY.

3. EDGE PROTECTION SHALL NOT BE REQUIRED ON THE SIDES OF RAMP LANDINGS HAVING A VERTICAL

DROP-OFF OF 12" (13MM) MAXIMUM WITHIN 10 INCHES (255 MM) HORIZONTALLY OF THE MINIMUM

LANDING AREA SPECIFIED IN SECTION 405.7.

4. EDGE PROTECTION SHALL NOT BE REQUIRED ON THE SIDES OF RAMPED AISLES WHERE THE RAMPS

PROVIDE ACCESS TO THE ADJACENT SEATS AND AISLE ACCESS WAYS.

FIG. 405.9

EDGE PROTECTION-LIMITED DROP OFF

SCALE:

C101 N.T.S.

EDGE PROTECTION LIMITED DROP OFF

SCALE:

C101 1/4"=1'-0"

ACCESSIBLE PARKING SIGN ELEVATION

PARKING

RESERVED

VAN

ACCESSIBLE

RESERVED

PARKING

12"

12"

9"

12"

F.G.

R7-8a: VAN ACCESSIBLE SIGN

R7-8: RESERVED PARKING SIGN:

CHARACTERS, SYMBOLS OF ACCESSIBILITY AND THEIR

BACKGROUND SHALL HAVE A NON-GLARE FINISH.

CHARACTERS AND SYMBOLS OF ACCESSIBILITY SHALL

CONTRAST WITH THEIR BACKGROUND, WITH EITHER A

LIGHT SYMBOL ON A DARK BACKGROUND OR A DARK

SYMBOL ON A LIGHT BACKGROUND.

NOTE: REMOVE PORTION OF MACADAM, EXCAVATE AND PROVIDE A 12"Ø

x 2'-0" CONCRETE FOOTING. REPAIR ADJACENT MACADAM, AS

REQUIRED.

C101

CET

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COPYRIGHT © 2025 HEX 9 ARCHITECTS ALL RIGHTS RESERVED

This drawing is the exclusive property of HEX 9 ARCHITECTS and may not be reproduced in any form without written authorization from HEX 9 ARCHITECTS. Unauthorized reproduction or use of any or all parts of this drawing will constitute a violation of U.S. copyright laws.

BID DRAWINGS

ALL DRAWINGS ARE DIAGRAMMATIC AND APPROXIMATE

AND ARE SUBJECT TO REARRANGEMENT FOR PROPER

INSTALLATION. CERTAIN RUNS ARE SHOWN DISTORTED

TO AVOID CONFUSION.

ALL CONTRACTORS ARE TO VERIFY ALL

DIMENSIONS, FIELD CONDITIONS AND THE WORK

OF OTHER TRADES BEFORE PROCEEDING WITH

THEIR WORK.

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JULY 14, 2026

BUILDING

NORTH

N

SCALE:

C101 1/16"=1'-0"

SHOP BUILDING SITE PLAN

BUILDING

NORTH

N

SCALE:

C101 1/16"=1'-0"

NEW HANDICAP PARKING SPACE

A101

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

PROJECT NUMBER

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

NUMBER

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISED BY

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text H

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text N

AutoCAD SHX Text

JOSEPH TURNOWCHYK, AIA, NCARB

AutoCAD SHX Text

(717) 442-9034

AutoCAD SHX Text Gap, PA 17527

AutoCAD SHX Text 5427 Woodside Drive

AutoCAD SHX Text

(717) 283-0097 fx

W1W2

W2 W1

EXIST. OFFICE

EXIST. SHOP

EXIST. SHOP

REMOVE EXISTING OVERHEAD DOORS AND WOOD JAMB/HEAD TRIM BOARD

REPLACE WITH NEW OVERHEAD DOORS AND METAL TRIM

12'-0" x 12'-0" 12'-0" x 12'-0" 12'-0" x 12'-0" 12'-0" x 12'-0" 12'-0" x 12'-0"

101-1

102-1 102-2 102-3 102-4 102-5

3-

3-

3-

14'-0"

'-4

'-2

9'- 1"

195'-10"

'-6

LEVEL LANDING

REMOVE AND REPLACE ALL PASSAGE

DOORS IN EXIST. SHOP 103

EXIST. O.H. DOOR

10'-0" x 10'-0"

EXIST. O.H. DOOR

16'-0" x 14'-0"

EXIST. O.H. DOOR

16'-0" x 14'-0"

EXIST. O.H. DOOR

16'-0" x 14'-0"

EXIST. O.H. DOOR

16'-0" x 14'-0"

EXIST. O.H. DOOR

14'-0" x 14'-0"

REMOVE AND

REPLACE DOOR

EXIST. CMU EXTERIOR WALLS TO REMAIN

EXIST. CMU EXTERIOR WALLS TO REMAIN

EXIST. O.H. DOOR

14'-0" x 14'-0"

EXIST. O.H. DOOR

14'-0" x 14'-0"

EXIST. O.H. DOOR

14'-0" x 14'-0"

EXIST. WD STUD WALL WITH

SHEATHING AND SIDING

EXIST. WD STUD WALL WITH

SHEATHING AND SIDING

REMOVE EXIST. SIDING AND

REPLACE WITH METAL PANEL

SIDING OVER 1 1/2" 'Z' GIRTS AT

24" O.C. WITH 1 1/2" RIGID INSUL.

REMOVE EXIST. SIDING AND

REPLACE WITH METAL PANEL

SIDING OVER 1 1/2" 'Z' GIRTS AT

24" O.C. WITH 1 1/2" RIGID INSUL.

98'-11"

W

W

B102A

NEW 5' x 3' CANOPY

A302

A302

DOOR SCHEDULE

MARK DOORSIZE FRAME HARDWARE REMARKS

101-1 -3'-0" x 6-8" H.M. INSUL. H.M.

TYPE

1. ALL EXTERIOR DOORS SHALL BE INSULATED.

2. IF A KEYED OPERATED BOLT IS USED PROVIDE A LOCK WHICH IS READILY DISTINGUISHABLE AS LOCKED.

3. VERIFY FINAL LOCKSET ASSIGNMENTS WITH TOWNSHIP.

A 1, 2, 4, 5, 6, 7, 8 102-1 12'-0" x 12-0" STEEL N/A B 9 102-2 102-3 102-4 102-5

SEE SPECIFICATIONS DIVISION 8.2 FOR SECTIONAL O.H. DOORS

12'-0" x 12-0" STEEL N/A 9

12'-0" x 12-0" STEEL N/A 9 12'-0" x 12-0" STEEL N/A 9 12'-0" x 12-0" STEEL N/A 9

103-1 3'-0" x 7-0" H.M. INSUL. H.M. 1, 2, 3, 4, 5, 6, 7, 8 -

103-2 103-3

-3'-0" x 7-0" H.M. INSUL. H.M. 1, 2, 3, 4, 5, 6, 7, 8 3'-0" x 7-0" H.M. INSUL. H.M. 1, 2, 3, 4, 5, 6, 7, 8 -

NOTES:

SEE SPECIFICATIONS DIVISION 8.2 FOR SECTIONAL O.H. DOORS

SEE SPECIFICATIONS DIVISION 8.2 FOR SECTIONAL O.H. DOORS

SEE SPECIFICATIONS DIVISION 8.2 FOR SECTIONAL O.H. DOORS

SEE SPECIFICATIONS DIVISION 8.2 FOR SECTIONAL O.H. DOORS

102B 3'-0" x 7-0" H.M. INSUL. H.M. N/A

102A 3'-0" x 7-0" H.M. INSUL. H.M. A N/A EXISTING DOOR TO REMAIN

EXISTING DOOR TO REMAINA

A A A

B B B B

MARK

HARDWARE SCHEDULE

TYPE

1 1/2 PAIR BALL BEARING BUTT HINGES

THRESHOLD (ADA APPROVED)

CLOSER (ADA APPROVED)

PANIC HARDWARE

LEVER LOCKSET

DOUBLE CYLINDER DEADBOLT

WEATHER STRIPPING/DRIP EDGE

9 AUTOMATIC OPENER w/ SAFETY SENSORS

8 DOOR BOTTOM SWEEP

DOOR TYPES

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

NOTE(S):

1. SEPARATE DISSIMILAR METALS AND/OR ALUMINUM

AND MASONRY w/ BITUMINOUS PAINT OR A

SUITABLE SEALANT, OR A NON-ABSORBENT

PLASTIC OR ELASTOMERIC TAPE BETWEEN

SURFACES.

2. ALLOW SHIM SPACE AS REQUIRED AT ALL

DOOR/WINDOW UNITS. ALLOW FOR EXPANSION

AND DEFLECTION. V.I.F. EXACT ROUGH OPENING.

PROVIDE SHOP DRAWINGS PRIOR TO FABRICATION.

3. PROVIDE BACKER ROD AND COLORED, FLEXIBLE,

EXTERIOR CAULK, SILICONE PERCORA 890FTS,

COLOR TO MATCH AT ALL JAMBS, SILLS AND

HEADS.

(98.0 2.0 2.0 8.0 48.0 2.0 "O" "OFBT" "RMNA" "GMT" "S" "C12x20.7" "N" 124.0 "Y" 144.0 21.0 3.0 2.0 "N" "Y" 48.0)

RAYNOR GARAGE DOOR COMPANY

MODEL: SERIES "S16" (16 GA.) FLUSH

STEEL O.H. DOOR w/ THERMAL LITES

"U" FACTOR: 0.164

EXT. FINISH: BAKED ON POLY. WHITE

ENAMEL OVER EPOXY PRIMER

INT. FINISH: BAKED ON GRAY POLY.

ENAMEL

2"

7'- 2"

A B

"FLUSH" INSULATED H.M.

DOOR "PAINT FINISH" w/ 5 8"

INSULATED TEMPERED GLASS

LIGHT w/ METAL STOP.

SEE A801 FOR

MANUFACTURER AND REQS.

WINDOW SCHEDULE

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

V.

I.F

4'-

83 4" R.

O.

3'-13 4" R.O.

THERMOLITE INC.

AVENGER 700 SERIES

DOUBLE HUNG VINYL

WINDOW

EXT. FINISH: BLACK (VERIFY

WITH MANUF.)

INT. FINISH: WHITE

EXT MATERIAL: VINYL

INT. MATERIAL: VINYL

THERMOLITE INC.

AVENGER 700 SERIES

DOUBLE HUNG VINYL

WINDOW

EXT. FINISH: BLACK

(VERIFY WITH MANUF.)

INT. FINISH: WHITE

EXT MATERIAL: VINYL

INT. MATERIAL: VINYL V.

I.F

4'- 83 4"

M.

O.

E.Q.

V.

I.F

4'-

83 4" M.

O.

3'-13 4" M.O.

W1 W2

6'-33 8" M.O.

E.Q.

THERMOLITE INC.

AVENGER 700 SERIES

DOUBLE HUNG VINYL

WINDOW

EXT. FINISH: BLACK (VERIFY

WITH MANUF.)

INT. FINISH: WHITE

EXT MATERIAL: VINYL

INT. MATERIAL: VINYL

PROVIDE 18"x57" VINYL

SHUTTERS

COLOR: BLACK

W3

PROVIDE 18"x57"

VINYL SHUTTERS

COLOR: BLACK

UNIT SIZE: 36"X56" UNIT SIZE: (2) 36"X56" WINDOWS WITH

INFILL MIDDLE MULLION

UNIT SIZE: 36"X56"

'-4

8"

O .H

. T

YP

8"

O .H

. T

YP

'-8

1'- 0"

O .H

. T

YP

'-6

±1 '-0

" O .H

. T

YP

'-6

98'-11"14'-0" 112'-11"

195'-10"

D.S. D.S. D.S. D.S.

D.S. D.S. D.S. D.S.

D.S.

D.S.

LINE OF BUILDING BELOW

LINE OF BUILDING BELOW

LINE OF BUILDING BELOW

LINE OF BUILDING BELOW

SL

OP

E

5:1

SL

OP

E

5:1

D.S.

CONNECT DOWN SPOUT

TO LOWER GUTTER

EXISTING ROOF TO REMAIN

EXISTING ROOF TO REMAIN

SL

OP

E

5:1

SL

OP

E

5:1

D.S.

D.S.

CONNECT DOWN SPOUT

TO LOWER GUTTER

D.S.D.S.

REMOVE AND REPLACE EXISTING GUTTER,

DOWN SPOUTS, FASCIA AND SOFFIT

REMOVE AND REPLACE EXISTING GUTTER,

DOWN SPOUTS, FASCIA AND SOFFIT

REMOVE AND REPLACE EXISTING GUTTER,

DOWN SPOUTS, FASCIA AND SOFFIT

REMOVE AND REPLACE EXISTING GUTTER,

DOWN SPOUTS, FASCIA AND SOFFIT

REMOVE AND REPLACE EXISTING GUTTER,

DOWN SPOUTS, FASCIA AND SOFFIT

REMOVE AND REPLACE EXISTING GUTTER,

DOWN SPOUTS, FASCIA AND SOFFIT

SL

OP

E

5:1

SL

OP

E

5:1

REMOVE AND REPLACE EXISTING

GABLE END SIDING ABOVE CMU

REMOVE AND REPLACE EXISTING

GABLE END SIDING

REMOVE AND REPLACE EXISTING

GABLE END SIDING ABOVE CMU

'-2

1'-

0" O

.H . T

YP

1'- 0"

O .H

. T

YP

'-2

'-2

NEW D.S. LOCATION,

SEE DWG 8/A201

VERIFY EXIST.

OVERHANGS

INSTALL NEW ROOF VENT INTO

EXISTING SHINGLES / PLYWOOD

A302

A302

A302

A302

A302

A302

W

FI

N.

F

LR

0'-

0"

EX

IS

T.

O

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IC

E

6'-0"

6" 3'-

4" 1'-

2"

5'- 0"

'-4

4'-0" 2'-0"

PA

RK

. L

OT -1

'-1

A101

A101

SL

OP

E

1" : 1

9 3 /4"

LA

ND

IN

G

0'- 0"

A101

TURN DOWN

SLAB EDGE

8" CMU FOUNDATION WALL

WITH 24"x12" CONCRETE

STRIP FOOTING

FND

-2'-0"

SCALE:

A101 N.T.S.

TYPICAL TURNED DOWN SLAB

2'- 0"

8"

#4 BARS @ 12" O.C.

(3) - #4 BARS CONTINUOUS

T.O. SLAB ELEV.

SEE PLAN

SLOPE AWAY FROM BUILDING

FINISHED GRADE - SEE SITE PLANS

CONC. WALK CONSTRUCTION:

-- 4" - 4,000 PSI SLOPED CONC w/ (1) LAYER

6x6 - W1.4 x W1.4 W.W.F.

-- 4" OF 3/4" COMPACTED STONE

-- 98% COMPACTED SUBGRADE

-- BROOM FINISH

SCALE:

A101 N.T.S.

TYPICAL LANDING FOUNDATION

-3 '-0

" M

IN

FINISHED

GRADE - SEE

SITE PLANS

5'-0"

T.O. SLAB ELEV.

SEE PLAN

#4 BARS @ 24" O.C. w/ 12"

BEND AT TOP

SLOPE TO PARKING LOT

1/2" EXPANSION JOINT

1'- 0"

2'-0"

DOWELS, MATCH VERTICAL

REINFORCING

CONCRETE FOOTING WITH (3) #4

CONT. BARS AND #3 TIES AT 48" O.C.

1" CHAMFER

PROVIDE (3) #4 - 12"

SMOOTH PINS

CONC. WALK CONSTRUCTION:

-- 4" - 4,000 PSI SLOPED CONC w/ (1) LAYER

6x6 - W1.4 x W1.4 W.W.F.

-- 4" OF 3/4" COMPACTED STONE

-- 98% COMPACTED SUBGRADE

-- BROOM FINISH

CONC. FOOTING NOTE:

-- COMPRESSIVE STRENGTH

FOR CONCRETE FOR

FOOTINGS TO BE 3,000 PSI

8" CMU FOUNDATION

WALL

FINISHED GRADE - SEE SITE PLANS

SCALE:

A101 N.T.S.

TYPICAL WALKWAY DETAIL

4'-0"

CONC. WALK CONSTRUCTION:

-- 4" - 4,000 PSI SLOPED CONC w/ (1) LAYER

6x6 - W1.4 x W1.4 W.W.F.

-- 4" OF 3/4" COMPACTED STONE

-- 98% COMPACTED SUBGRADE

-- BROOM FINISH

A101

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COPYRIGHT © 2025 HEX 9 ARCHITECTS ALL RIGHTS RESERVED

This drawing is the exclusive property of HEX 9 ARCHITECTS and may not be reproduced in any form without written authorization from HEX 9 ARCHITECTS. Unauthorized reproduction or use of any or all parts of this drawing will constitute a violation of U.S. copyright laws.

BID DRAWINGS

ALL DRAWINGS ARE DIAGRAMMATIC AND APPROXIMATE

AND ARE SUBJECT TO REARRANGEMENT FOR PROPER

INSTALLATION. CERTAIN RUNS ARE SHOWN DISTORTED

TO AVOID CONFUSION.

ALL CONTRACTORS ARE TO VERIFY ALL

DIMENSIONS, FIELD CONDITIONS AND THE WORK

OF OTHER TRADES BEFORE PROCEEDING WITH

THEIR WORK.

AL

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JULY 14, 2026

SCALE:

A101 3/32"=1'-0"

SHOP BUILDING FLOOR PLAN

SCALE:

A101 3/32"=1'-0"

SHOP BUILDING ROOF PLAN

SCALE:

A101 1/4" = 1'-0"

ENLARGED FRONT WALK

A101

NOTE: SEE SHEET A301 FOR WINDOW AND DOOR DETAILS

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

PROJECT NUMBER

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

NUMBER

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISED BY

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text H

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text N

AutoCAD SHX Text

JOSEPH TURNOWCHYK, AIA, NCARB

AutoCAD SHX Text

(717) 442-9034

AutoCAD SHX Text Gap, PA 17527

AutoCAD SHX Text 5427 Woodside Drive

AutoCAD SHX Text

(717) 283-0097 fx

123 23 23

3 3 3 3 3 3 3

4 4 4 4 4 5 5 5

8 8 8

10 10

1 1

2 2

8 8 8 8

EXISTING

RETAINING WALL

1 1 1 1

2 2 2 2

3 4 4 4 4 4 5 5 5

1 1

1 1 1

9 9 9

12 12 12

14 14

15 15 15 15 15 15 15 15 15

EXISTING RETAINING

WALL TO REMAIN,

NO WORK

±1 1'-

61 2"

±9 '-6

±1

4'- 0"

1378 78

10 10

EXISTING RETAINING

WALL TO REMAIN,

NO WORK

±9 '-6

±9 '-6

±1 1'-

61 2"

9 9

±1 5'-

6"

1 1 1 1

2 2 2

3 6 78

1 1 1 1 1 1

±1 4'-

0"

121212

11 6 6

2 23 322 33

2 3

3 3 3 3 33

8 8 8 8

DEMOLITION REQUIREMENT(S)

THE FOLLOWING INFORMATION IS REQUIRED TO BE SUBMITTED PRIOR TO

THE DEMOLITION PERMIT/PORTION OF THE WORK BEING APPROVED AND ISSUED:

A. PROVIDE THE PENNSYLVANIA 1 CALL SERIAL NUMBER.

B. IF ANY ON-LOT SEPTIC SYSTEMS ARE INVOLVED, ALL ASSOCIATED PIPING, HOLDING

TANKS, ETC. MUST BE REMOVED AND PROPERLY DISPOSED.

C. IF PUBLIC SEWER IS INVOLVED, THE LATERAL IF BEING ABANDONED, MUST BE CAPPED

AT THE MAIN.

D. ALL EXCAVATIONS MUST BE FILLED WITH SUITABLE UNCONTAMINATED MATERIAL AND

INSTALLED TO MEET STRUCTURAL FILL REQUIREMENTS IF THE AREA WILL BE A BEARING

SURFACE FOR BELOW OR ABOVE GROUND STRUCTURES OR BUILDINGS.

E. IDENTIFY WHETHER DEMOLITION DEBRIS WILL BE DISPOSED OF ON-SITE OR OFF-SITE. IF

DISPOSED OFF-SITE, ALL MATERIAL MUST BE DISPOSED OF AT AN APPROVED DISPOSAL

AREA/FACILITY.

F. IDENTIFY THE TYPE AND LOCATION OF SITE UTILITIES SUCH AS GAS, ELECTRIC, WATER, CABLE, TELEPHONE, ETC..

G. PROVIDE A TEMPORARY STORAGE CONTAINER ON SITE FOR DEMOLITION AND SCRAP

MATERIALS.

H. VERIFY W/ OWNER ANY MATERIALS AND/OR ITEMS TO BE SAVED BEFORE DEMOLITION

BEGINS.

I. PATCH AND REPAIR ANY OR ALL SURFACES DAMAGED DURING DEMOLITION.

J. PROTECT ANY SURROUNDING FINISHES FROM SELECTIVE DEMOLITION.

K. COVER AND PROTECT ANY OPENINGS EXPOSED TO THE WEATHER.

L. ALL UN-USED / UN-CONNECTED ELECTRICAL WIRING TO BE REMOVED COMPLETELY.

M. ANY ASBESTOS OR HAZARDOUS MATERIALS SHALL BE IDENTIFIED PRIOR TO DEMOLITION.

M.1. ASBESTOS SHALL BE REMOVED IN ACCORDANCE WITH PA DEPARTMENT OF

ENVIRONMENTAL PROTECTION AIR QUALITY'S REGULATIONS.

M.2. ASBESTOS CONTRACTOR CERTIFICATIONS IS REGULATED BY THE PA DEPARTMENT

OF LABOR AND INDUSTRY.

NOTES:

1. VERIFY FASCIA AND RAKE BOARD DIMENSIONS

2. VERIFY THAT ANY EXISTING DOORS ARE OPERATING PROPERLY

3. SEE ALSO - DOOR AND WINDOW SCHEDULES ON SHEET A101

4. ALL DOORS WITHOUT A MARKER ARE EXISTING

5. VERIFY ALL COLORS WITH TOWNSHIP

ELEVATIONS KEY NOTES

12'-0"x12'-0"H INSULATED OVERHEAD DOOR - SEE DOOR SCHEDULE ON A101

COLOR: FACTORY FINISH WHITE

FIELD VERIFY SIZE - ±8" 0.032 ALUMINUM FASCIA

COLOR: BLACK

6" ALUM. 'K' GUTTERS AND 3"x6"RECTANGULAR CORRUGATED DOWNSPOUTS

COLOR: BLACK

ALUMINUM VERTICAL SIDING: PBR EXPOSED FASTENER

COLOR: WHITE

NEW HOLLOW METAL INSULATED MAN DOOR - SEE DOOR SCHEDULE ON A101

COLOR: FACTORY FINISH WHITE

NEW METAL WINDOW - SEE WINDOW SCHEDULE ON A101

COLOR: FACTORY FINISH BLACK

NEW VINYL EXT. / WOOD INT. WINDOW - SEE WINDOW SCHEDULE ON A101

COLOR: BLACK

NEW VINYL SHUTTERS - SEE WINDOW SCHEDULE ON A101

COLOR: BLACK

MARK DESCRIPTION

9 0.032 ALUMINUM / GALVALUME RAKE TRIM

COLOR: BLACK

10 0.032 ALUMINUM / GALVALUME CORNER TRIM

COLOR: WHITE

11 7" EXPOSURE ALSIDE ASCEND HORIZONTAL COMPOSITE SIDING

COLOR: WHITE

12 EXISTING ROOF TO REMAIN

13 NEW HOLLOW METAL INSULATED MAN DOOR - SEE DOOR SCHEDULE ON A101

COLOR: FACTORY FINISH BLACK

NEW 6" ALUM. 'K' GUTTERS AND 3"X6" REC. CORR. DOWNSPOUTS, SEE ROOF PLAN

AND EXTERIOR ELEVATIONS FOR LOCATIONS

COLOR: BLACK

15 EXISTING OVERHEAD DOOR TO REMAIN

16 NEW "METAL ERA" HIGH PERFORMANCE RIDGE VENT

COLOR: SLATE GRAY

17 5'-0" x 3'-0" METAL ROOF CANOPY w/ ICE AND SNOW RAIL / CLIPS

SEE DRAWING 5/A302

DEMOLITION NOTE(S)

MARK

REMOVE EXISTING MAN DOOR, FRAME AND HARDWARE

REMOVE EXISTING WINDOW, TRIM, FRAME AND SHUTTERS

REMOVE EXISTING SIDING

REMOVE EXISTING SOFFITS AND FASCIA

DESCRIPTION

REMOVE EXISTING GUTTERS AND DOWNSPOUTS

REMOVE EXISTING O.H. DOOR, FRAME AND HARDWARE

7 REMOVE EXISTING CORNER TRIM

8 REMOVE EXISTING RAKE TRIM

9 REMOVE EXISTING RIDGE CAP

10 REMOVE EXISTING VINYL DOOR FRAME TRIM - DOOR AND FRAME TO REMAIN

1 1

56 6

8 8

EXISTING

RETAINING WALL

A201

CET

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25112

COPYRIGHT © 2025 HEX 9 ARCHITECTS ALL RIGHTS RESERVED

This drawing is the exclusive property of HEX 9 ARCHITECTS and may not be reproduced in any form without written authorization from HEX 9 ARCHITECTS. Unauthorized reproduction or use of any or all parts of this drawing will constitute a violation of U.S. copyright laws.

BID DRAWINGS

ALL DRAWINGS ARE DIAGRAMMATIC AND APPROXIMATE

AND ARE SUBJECT TO REARRANGEMENT FOR PROPER

INSTALLATION. CERTAIN RUNS ARE SHOWN DISTORTED

TO AVOID CONFUSION.

ALL CONTRACTORS ARE TO VERIFY ALL

DIMENSIONS, FIELD CONDITIONS AND THE WORK

OF OTHER TRADES BEFORE PROCEEDING WITH

THEIR WORK.

AL

TE

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JULY 14, 2026

SCALE:

A201 1/8"=1'-0"

EAST ELEVATION - FINISHED

SCALE:

A201 3/32"=1'-0"

SOUTH ELEVATION - DEMO

SCALE:

A201 1/8"=1'-0"

WEST ELEVATION - FINISHED

SCALE:

A201 3/32"=1'-0"

SOUTH ELEVATION - FINISHED

SCALE:

A201 1/8"=1'-0"

EAST ELEVATION - DEMO

SCALE:

A201 1/8"=1'-0"

WEST ELEVATION - DEMO

SCALE:

A201 3/32"=1'-0"

NORTH ELEVATION - DEMO

SCALE:

A201 3/32"=1'-0"

NORTH ELEVATION - FINISHED

ALTERATION NOTES:

1. PROVIDE ALLOWANCES TO RE-NAIL 50% OF ALL WALL SHEATHING

AND FASCIA BOARDS.

SEE DEMOLITION NOTES SEE DEMOLITION NOTES

SEE DEMOLITION NOTES

SEE DEMOLITION NOTES

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

PROJECT NUMBER

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

NUMBER

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISED BY

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text H

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text N

AutoCAD SHX Text

JOSEPH TURNOWCHYK, AIA, NCARB

AutoCAD SHX Text

(717) 442-9034

AutoCAD SHX Text Gap, PA 17527

AutoCAD SHX Text 5427 Woodside Drive

AutoCAD SHX Text

(717) 283-0097 fx

2" PAINTED DOOR JAMB

EXISTING 12" SPLIT FACE

CMU

CAULK BEAD

PAINTED DOOR PANEL

LINE OF SLAB BELOW

LINE OF DOOR SILL BEYOND

NOTE:

FASTEN JAMB INTO CMU

WITH TAPCON FASTENERS.

PAINTED 4" DOOR HEAD

EXISTING 12" SPLIT FACE

CMU

CAULK BEAD

PAINTED DOOR PANEL

LINE OF WALL BEYOND

LINE OF DOOR JAMB BEYOND

EXISTING CMU HEADER

LINTEL SUPPORT

EXISTING SPLIT FACE CMU

INFILL

EXISTING SMOOTH FACE CMU

INFILL

2" DOOR JAMB

EXISTING ANCHORED

MASONRY VENEER

EXISTING PLYWOOD

SHEATHING

EXISTING FIBERGLASS BATT

INSULATION

EXISTING WOOD STUDS

EXISTING WOOD FRAMING

EXISTING 1/2" GYPSUM

WALLBOARD

CAULK BEAD

DOOR PANEL FLUSH WITH

SLAB / FOUNDATION

VERIFY EDGE OF SLAB IN

FIELD

LINE OF DOOR SILL BELOW

±7/8" AIR SPACE

8"

V.I.F.

V.I.F.

COVER EXISTING OPNG w/

FLEXIBLE FLASHING UNDER

NEW JAMB

PROVIDE NEW PAINTED 1/2"

GYPSUM WALLBOARD

EXTENSION, PROVIDE

OUTSIDE CORNER TRIM

2" PAINTED DOOR HEAD

COVER TRIM WITH DRIP EDGE

EXISTING VENEER SUPPORT

ANGLE

EXISTING ANCHORED

MASONRY VENEER

EXISTING PLYWOOD

SHEATHING

EXISTING FIBERGLASS BATT

INSULATION

EXISTING WOOD STUDS

EXISTING WOOD HEADER

EXISTING GYPSUM

WALLBOARD

CAULK BEAD

PAINTED DOOR PANELLINE OF DOOR JAMB BEYOND

CAULK BEAD

BRICK VENEER TIES

±7/8" AIR SPACE

V.I.F.

PROVIDE NEW PAINTED 1/2"

GYPSUM WALLBOARD

EXTENSION, PROVIDE

OUTSIDE CORNER TRIM

COVER EXISTING HEAD w/

FLEXIBLE FLASHING AND

COVER TRIM, COLOR: BLACK

SHIM / CAULK JOINT

WINDOW JAMB

COVER TRIM

EXISTING ANCHORED

MASONRY VENEER

EXISTING PLYWOOD

SHEATHING

EXISTING FIBERGLASS BATT

INSULATION

EXISTING WOOD STUDS

EXISTING WOOD JAMB

PROVIDE NEW PAINTED 1/2"

GYPSUM WALLBOARD

EXTENSION, PROVIDE

OUTSIDE CORNER TRIM

BUTYL TAPE / CAULK BEAD

EXISTING GYPSUM

WALLBOARD

CAULK BEAD

COVER EXISTING JAMB w/

FLEXIBLE FLASHING UNDER

NEW COVER TRIM, COLOR:

BLACK

SHIM / CAULK JOINT

WINDOW HEAD

EXISTING VENEER SUPPORT

ANGLE

EXISTING ANCHORED

MASONRY VENEER

EXISTING PLYWOOD

SHEATHINGEXISTING FIBERGLASS BATT

INSULATION

EXISTING WOOD FRAMING

EXISTING GYPSUM

WALLBOARD

CAULK BEAD

PROVIDE NEW PAINTED 1/2"

GYPSUM WALLBOARD

EXTENSION, PROVIDE

OUTSIDE CORNER TRIM

WINDOW HEAD COVER TRIM

WITH DRIP EDGE, COLOR:

BLACK

COVER EXISTING HEAD w/

FLEXIBLE FLASHING AND

COVER TRIM

WINDOW SILL

WINDOW SILL TRIM, COLOR:

BLACK; INCLUDE BACKDAM,

EXTEND TO EXTERIOR AND

MATCH SLOPED BRICK SILL,

EXTEND 1/2" PAST FLEXIBLE

SILL FLASHING

EXISTING FIBERGLASS BATT

INSULATION

EXISTING WOOD STUDS

EXISTING WOOD SILL BLOCK

CAULK JOINTS

EXISTING ANCHORED

MASONRY VENEER

EXISTING PLYWOOD

SHEATHING

EXISTING MASONRY SILL

BLOCK

SHIM WINDOW AS

NEEDED

EXISTING GYPSUM

WALLBOARD

COVER EXISTING SILL

FRAMING WITH FLEXIBLE

FLASHING TAPE OVER SILL

AND UNDER NEW SILL TRIM

PROVIDE NEW PAINTED 1/2"

GYPSUM WALLBOARD SILL,

PROVIDE OUTSIDE CORNER

TRIM

2"x6" COVER TRIM, COLOR:

BLACK

J CHANNEL TRIM AT WINDOW

AND DOOR JAMBS IN METAL

PANEL SIDING

1 1/2" PBR METAL PANEL

SIDING

CAULK JOINT, TYP.

1/2" PAINTED OSB TRIM TO

MATCH EXISTING

EXISTING WALL CAVITY

EXISTING 1/2" OSB

SHEATHING

EXISTING WOOD FRAMING

EXISTING 1" RIGID

INSULATION

EXISTING HORIZONTAL 1x3

WALL GIRTS AT 5'-0" O.C.

WINDOW JAMB

2x4 BLOCKING FOR

INSULATION TERMINATION

1 1/2" R-9.6 RIGID INSULATION

WINDOW JAMB SHIM / CAULK

JOINT

COVER EXISTING JAMB w/

NEW FLEXIBLE FLASHING

AND COVER TRIM

PROVIDE 1x3 NAILER, IF

REQUIRED

EXISTING WOOD STUDS

WINDOW HEAD COVER TRIM

WITH DRIP EDGE, COLOR:

BLACK

WINDOW HEAD

J CHANNEL TRIM WITH DRIP

EDGE TYP. AT WINDOW AND

DOOR HEADS AT METAL

PANEL SIDING

1 1/2" PBR METAL PANEL

SIDING

CAULK JOINT, TYP.

EXISTING WALL CAVITY

EXISTING 1/2" OSB

SHEATHING

EXISTING WOOD FRAMING

EXISTING 1" RIGID

INSULATION

EXISTING HORIZONTAL1x3

WALL GIRTS AT 5'-0" O.C.

1/2" PAINTED OSB TRIM TO

MATCH EXISTING

SHIM / CAULK JOINT

CAULK JOINT, TYP.

CAULK JOINT, TYP.

2x4 BLOCKING FOR

INSULATION TERMINATION

1 1/2" R-9.6 RIGID INSULATIONNEW 1x3 NAILER AT WINDOW

HEAD

COVER EXISTING HEAD w/

FLEXIBLE FLASHING AND

COVER TRIM

SHIM / CAULK JOINT, SHIM AS

NEEDED

WINDOW SILL

WINDOW SILL TRIM WITH

DRIP FLANGE, COLOR: BLACK

WINDOW SILL FLASHING WITH

BACK DAM

COVER EXISTING SILL

FRAMING WITH FLEXIBLE

FLASHING TAPE OVER SILL

AND UNDER NEW SILL TRIM

CAULK JOINTS

EXISTING WALL CAVITY

EXISTING 1/2" OSB

SHEATHING

EXISTING WOOD SILL BLOCK

EXISTING 1" RIGID

INSULATION

1/2" PAINTED OSB TRIM TO

MATCH EXISTING

1 1/2" PBR METAL PANEL

SIDING

EXISTING 1x3 WALL GIRTS AT 5'-0" O.C.

2x4 BLOCKING FOR

INSULATION TERMINATION

1 1/2" R-9.6 RIGID INSULATION

NEW 1x3 NAILER AT WINDOW

SILL

A301

A301

A301

A301

A302

A302

A302

A302

A302

A302

A302

A301

A301

A301

A301

A301

A301

A301

A301

A301

A301

A301

A301

A301

A301

A301

A301

A301

A301

A301

2"x6" COVER TRIM, COLOR:

BLACK

J CHANNEL TRIM AT WINDOW

AND DOOR JAMBS IN METAL

PANEL SIDING

1 1/2" PBR METAL PANEL

SIDING

CAULK JOINT, TYP.

1/2" PAINTED OSB TRIM TO

MATCH EXISTING

EXISTING WALL CAVITY

EXISTING 1/2" OSB

SHEATHING

EXISTING WOOD FRAMING

EXISTING 1" RIGID

INSULATION EXISTING HORIZONTAL 1x3

WALL GIRTS AT 5'-0" O.C.

EXISTING DOOR JAMB

2x4 BLOCKING FOR

INSULATION TERMINATION

1 1/2" R-9.6 RIGID INSULATION

COVER EXIST/NEW JAMB

FRAMING w/ NEW FLEXIBLE FLASHING AND COVER TRIM PROVIDE 1x3 NAILER, IF

REQUIRED

EXISTING WOOD STUDS

CAULK JOINT, TYP.

EXISTING DOOR PANEL

LINE OF DOOR JAMB BEYOND

1/2" PAINTED OSB TRIM TO

MATCH EXISTING

EXISTING WALL CAVITY

EXISTING 1/2" OSB

SHEATHING

EXISTING WOOD FRAMING

EXISTING 1" RIGID

INSULATION

EXISTING DOOR JAMB

PROVIDE 1x3 NAILER, IF

REQUIRED

CAULK JOINT, TYP.

EXISTING DOOR PANEL

LINE OF DOOR JAMB BEYOND

6" DOOR HEAD COVER TRIM

WITH DRIP EDGE, COLOR:

BLACK

J CHANNEL TRIM WITH DRIP

EDGE TYP. AT WINDOW AND

DOOR HEADS AT METAL

PANEL SIDING

1 1/2" PBR METAL PANEL

SIDING

EXISTING HORIZONTAL1x3

WALL GIRTS AT 5'-0" O.C.

CAULK JOINT, TYP.

2x4 BLOCKING FOR

INSULATION TERMINATION

1 1/2" R-9.6 RIGID INSULATION

CAULK JOINT, TYP.

COVER EXISTING HEAD w/

FLEXIBLE FLASHING AND

COVER TRIM

WINDOW GLAZING

WINDOW CHECK RAILS

LINE OF WINDOW JAMB

BEYOND

WINDOW GLAZING

WINDOW CHECK RAILS

LINE OF WINDOW JAMB

BEYOND

A301

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COPYRIGHT © 2025 HEX 9 ARCHITECTS ALL RIGHTS RESERVED

This drawing is the exclusive property of HEX 9 ARCHITECTS and may not be reproduced in any form without written authorization from HEX 9 ARCHITECTS. Unauthorized reproduction or use of any or all parts of this drawing will constitute a violation of U.S. copyright laws.

BID DRAWINGS

ALL DRAWINGS ARE DIAGRAMMATIC AND APPROXIMATE

AND ARE SUBJECT TO REARRANGEMENT FOR PROPER

INSTALLATION. CERTAIN RUNS ARE SHOWN DISTORTED

TO AVOID CONFUSION.

ALL CONTRACTORS ARE TO VERIFY ALL

DIMENSIONS, FIELD CONDITIONS AND THE WORK

OF OTHER TRADES BEFORE PROCEEDING WITH

THEIR WORK.

AL

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JULY 14, 2026

SCALE:

A301 3"=1'-0"

SHOP WINDOW SILL DETAIL

SCALE:

A301 3"=1'-0"

SHOP WINDOW JAMB DETAIL

SCALE:

A301 3"=1'-0"

OFFICE WINDOW SILL DETAIL

SCALE:

A301 3"=1'-0"

OFFICE WINDOW JAMB DETAIL

SCALE:

A301 3"=1'-0"

OFFICE DOOR HEAD DETAIL

SCALE:

A301 3"=1'-0"

OFFICE DOOR JAMB DETAIL

SCALE:

A301 3"=1'-0"

SHOP DOOR HEAD DETAIL - CMU WALL

SCALE:

A301 3"=1'-0"

SHOP DOOR JAMB DETAIL - CMU WALL

SCALE:

A301 3"=1'-0"

SHOP WINDOW HEAD DETAIL

SCALE:

A301 3"=1'-0"

OFFICE WINDOW HEAD DETAIL

SCALE:

A301 1/4"=1'-0"

ENLARGED ELEV. 1

SCALE:

A301 1/4"=1'-0"

ENLARGED ELEV. 2

SCALE:

A301 1/4"=1'-0"

ENLARGED ELEV. 3

SCALE:

A301 3"=1'-0"

SHOP DOOR JAMB DETAIL - METAL PANEL WALL

SCALE:

A301 3"=1'-0"

SHOP DOOR HEAD DETAIL - METAL PANEL WALL

1. REMOVE EXISTING WINDOW WOOD INTERIOR TRIM AND

SILLS FOR ALL OFFICE WINDOWS AND FRONT DOOR TO

PROVIDE 1/2" PAINTED GYPSUM WALLBOARD FINISHES.

2. PATCH AND REPAIR ANY DAMAGE TO THE EXISTING

GYPSUM FINISH.

2. ALL COVER TRIM TO BE 0.032 ALUMINUM, COLORS: AS

DESCRIBED ON DRAWINGS

3. USE BUTYL TAPE AND CAULK BEADS AS SHOWN ON

DETAILS. FOLLOW MANUFACTURER'S PLACEMENT OF

BUTYL TAPE DEPENDING UPON LOCATION OF OPENINGS.

GENERAL / MATERIAL NOTES

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

PROJECT NUMBER

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

NUMBER

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISED BY

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text H

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text N

AutoCAD SHX Text

JOSEPH TURNOWCHYK, AIA, NCARB

AutoCAD SHX Text

(717) 442-9034

AutoCAD SHX Text Gap, PA 17527

AutoCAD SHX Text 5427 Woodside Drive

AutoCAD SHX Text

(717) 283-0097 fx

1 1/2" PBR METAL PANEL

SIDING

EXISTING WALL CAVITY

EXISTING 1/2" PLYWOOD

SHEATHING

EXISTING POLE BUILDING

STRUCTURAL WOOD POST

CAULK BEAD

CAULK JOINT, TYP.

JAMB WRAP / COVER TRIM

OVERHEAD DOOR PANEL

OVERHEAD

DOOR TRACK

GUIDE

OVERHEAD

DOOR TRACK

EXISTING 1" RIGID

INSULATION

J CHANNEL TRIM AT WINDOW

AND DOOR JAMBS IN METAL

PANEL SIDING

2x6 WOOD STUDS AT 16" O.C.

2x4 BLOCKING FOR

INSULATION TERMINATION

1 1/2" R-9.6 RIGID INSULATION

COVER EXISTING JAMB w/

FLEXIBLE FLASHING UNDER

NEW COVER TRIM

PROVIDE 1x3 NAILER, IF

REQUIRED

HEAD WRAP / COVER TRIM,

COLOR: BLACK

J CHANNEL TRIM WITH DRIP

EDGE TYP. AT WINDOW AND

DOOR HEADS IN METAL

PANEL SIDING

1 1/2" PBR METAL PANEL

SIDING

CAULK BEAD

OVERHEAD DOOR PANEL

OVERHEAD DOOR TRACK

GUIDE

OVERHEAD DOOR TRAVEL

EXISTING WALL CAVITY

EXISTING 1" RIGID

INSULATION

EXISTING 1/2" OSB

SHEATHING

EXISTING 1x3 WALL GIRTS AT 5'-0" O.C.

2x4 BLOCKING FOR

INSULATION TERMINATION

1 1/2" R-9.6 RIGID INSULATION

NEW 1x3 NAILER AT O.H.

DOOR HEAD

EXISTING WOOD FRAMING

COVER EXISTING HEAD w/

FLEXIBLE FLASHING AND

COVER TRIM

EXISTING ANCHORED

MASONRY VENEER

EXISTING 2x TOP PLATES

NEW 'J' CHANNEL TRIM

NEW CONCEALED FASTENER

FULLY VENTILATED SOFFIT

PANELS, COLOR: BLACK

EXISTING WOOD

TRUSS

EXISTING

STANDING SEAM

ROOF PANELS

NEW ALUM. FASCIA

COVER TRIM, COLOR:

BLACK

NEW 6" ALUM. 'K' STYLE

GUTTERS (BLACK)

NEW ALUM. GUTTER

HANGERS

EXISTING 2x4 PURLINS

EXISTING 2x FASCIA

BOARD

EXISTING PLYWOOD

SHEATHING

EXISTING WOOD STUDS

EXISTING GYPSUM

WALLBOARD

CAULK

±1 01 2"

±1'-0"

EXISTING SPLIT FACE CMU

WALL

1'-0"

EXISTING 2x TOP PLATE

NEW 'J' CHANNEL TRIM

NEW CONCEALED FASTENER

FULLY VENTILATED SOFFIT

PANELS, COLOR: BLACK

EXISTING WOOD

TRUSS

EXISTING

STANDING SEAM

ROOF PANELS

NEW ALUM. FASCIA

COVER TRIM, COLOR:

BLACK

NEW 6" ALUM. 'K' STYLE

GUTTERS (BLACK)

NEW ALUM. GUTTER

HANGERS

EXISTING 2x4 PURLINS

EXISTING 2x FASCIA

BOARD

CAULK

±1'-0"

±1 01 2"

NEW 'J' CHANNEL TRIM

NEW CONCEALED FASTENER FULLY VENTILATED

SOFFIT PANELS, COLOR: BLACK

EXISTING WOOD TRUSS

EXISTING STANDING

SEAM ROOF PANELS

NEW ALUM. FASCIA

COVER TRIM, COLOR:

BLACK

NEW 6" ALUM. 'K' STYLE

GUTTERS (BLACK)

NEW ALUM. GUTTER

HANGERS

EXISTING 2x4 PURLINS

EXISTING 2x FASCIA

BOARD

1 1/2" PBR METAL PANEL

SIDING

EXISTING TRUSS CARRIER

1 1/2" R-9.6 RIGID INSULATION

NEW 1x3 GIRT AT TOP OF

WALL

2x4 BLOCKING FOR

INSULATION TERMINATION

EXISTING 1" RIGID

INSULATION

EXISTING 1/2" OSB

SHEATHING

EXISTING 1x3 WALL GIRTS AT 5'-0" O.C.

VERIFY EXISTING WOOD

BLOCKING / FRAMING

CAULK

NEW 'J' CHANNEL TRIM

±1 1"

±1'-01 4"

EXISTING WOOD HEADER

DEMO EXISTING OVERHEAD

DOOR AND TRACKS

DEMO EXISTING WOOD JAMB

TRIM

DEMO EXISTING BRAKE

METAL 'J' CHANNEL

DEMO EXISTING METAL WALL

PANEL

EXISTING 1x3 WALL GIRTS AT 5'-0" O.C.

OVERHEAD DOOR TRAVEL

EXISTING WALL CAVITY

EXISTING 1" RIGID

INSULATION

EXISTING 1/2" OSB

SHEATHING

OVERHEAD DOOR TRACK

GUIDE

OVERHEAD DOOR TRACK

OVERHEAD DOOR PANEL

EXISTING POLE BARN

STRUCTURAL WOOD POST

TO REMAIN

OVERHEAD DOOR TRACK

GUIDE

OVERHEAD DOOR TRACK

OVERHEAD DOOR PANEL

DEMO EXISTING WOOD JAMB

TRIM

DEMO EXISTING BRAKE

METAL 'J' CHANNEL

DEMO EXISTING METAL WALL

PANEL

DEMO EXISTING OVERHEAD

DOOR AND TRACKS

EXISTING WALL CAVITY

EXISTING 1" RIGID

INSULATION

EXISTING 1/2" OSB

SHEATHING

2x6 WOOD STUDS AT 16" O.C.

EXISTING 1x3 WALL GIRTS AT 5'-0" O.C.

EXISTING 1/2" OSB TRIM

EXISTING HEADER FRAMING

EXISTING WALL CAVITY

EXISTING 1" UNFACED RIGID

INSULATION

EXISTING DOOR HEAD AND PANEL

J CHANNEL TRIM

FASTEN TOGETHER FRAMING WITH

(3) 3" SIMPSON STRONG-TIE SDWH

TIMBER HEX SCREWS AT EACH

CONNECTION, EXPOSE HEX HEADS

INWARD AT GABLES

2x6 CANOPY LEDGER BOARD

ATTACH CANOPY FRAMING TO

LEDGER BOARD w/ SIMPSON

STRONG-TIE XX JOIST HANGERS

2x8 CANOPY LEDGER

BOARD

ROOF TO WALL TRIM

Z CLOSURE TRIM

J CHANNEL TRIM WITH DRIP EDGE

CAULK BEADS

1 1/2" PBR METAL PANEL SIDING

CAULK BEAD

CONCEALED FASTENER

FULLY VENTILATED SOFFIT

PANELS

AB MARTIN ABSEAM STANDING

SEAM ROOF PANELS, COLOR:

BLACK

±7 1/4" ALUM. FASCIA COVER TRIM,

COLOR: BLACK

1/2" OSB SHEATHING

1x5 FASCIA BOARD

CAULK BEAD

1/2" OSB SHEATHING

EXISTING 1x3 WALL GIRTS

AT 5'-0" O.C.

LINE OF EXISTING STUDS

CAULK BEAD

EXISTING 1/2" OSB SHEATHING

2x6 CANOPY FRAMING AT 16" O.C.

NEW 2x6 BLOCKING ABOVE DOOR

BLOCKING COVER TRIM

CAULK BEAD

DOOR HEAD FLASHING WITH DRIP

EDGE

DEMO EXISTING VINYL DOOR TRIM

CONCEALED FASTENER

FULLY VENTILATED SOFFIT

PANELS, COLOR: BLACK

NEW 1x3 GIRT FOR INSULATION

TERMINATION

BOTTOM OF TRUSS

+7'-8"

NEW 1x3 AND 2x3 NAILER AT

CANOPY FOR ROOF TO WALL TRIM

TRANSITION

1 1/2" R-9.6 RIGID INSULATION

FLEXIBLE FLASHING

ATTACH CANOPY FRAMING TO

LEDGER BOARD w/ SIMPSON

STRONG-TIE JOIST HANGERS

PER ARCHITECT

2x6 CANOPY FRAMING

AT 16" O.C.

CAULK BEAD

#30 FELT PAPER

±4'-0" (FROM FACE OF INSULATION)

ICE AND SNOW RAIL / CLIPS

COVER EXISTING HEAD w/ FLEXIBLE

FLASHING AND COVER TRIM, COLOR: BLACK

CAULK BEAD

PROVIDE 1 1/2" PBR METAL

PANEL SIDING

EXISTING 1x3 WALL GIRTS AT 5'-0" O.C.

PROVIDE 1 1/2" R-9.6 RIGID

INSULATION

EXISTING WALL CAVITY

EXISTING 1/2" OSB

SHEATHING

EXISTING 1" UNFACED RIGID

INSULATION

2x6 WOOD STUDS AT 16" O.C.

EXISTING 1x3 WALL GIRTS AT 5'-0" O.C.

INSTALL (2) NEW 1x3 GIRTS

BETWEEN EXISTING GIRTS.

NEW SPACING = 1'-8" O.C.

A302

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A M

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R1

25112

COPYRIGHT © 2025 HEX 9 ARCHITECTS ALL RIGHTS RESERVED

This drawing is the exclusive property of HEX 9 ARCHITECTS and may not be reproduced in any form without written authorization from HEX 9 ARCHITECTS. Unauthorized reproduction or use of any or all parts of this drawing will constitute a violation of U.S. copyright laws.

BID DRAWINGS

ALL DRAWINGS ARE DIAGRAMMATIC AND APPROXIMATE

AND ARE SUBJECT TO REARRANGEMENT FOR PROPER

INSTALLATION. CERTAIN RUNS ARE SHOWN DISTORTED

TO AVOID CONFUSION.

ALL CONTRACTORS ARE TO VERIFY ALL

DIMENSIONS, FIELD CONDITIONS AND THE WORK

OF OTHER TRADES BEFORE PROCEEDING WITH

THEIR WORK.

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JULY 14, 2026

SCALE:

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O.H. DOOR HEAD DETAIL

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O.H. DOOR JAMB DETAIL

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FASCIA/SOFFIT DETAIL - CMU WALL

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FASCIA/SOFFIT DETAIL - MASONRY VENEER WALL

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FASCIA/SOFFIT DETAIL - METAL PANEL WALL

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EXIST. O.H. DOOR HEAD DETAIL

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EXIST. O.H. DOOR JAMB DETAIL

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PASSAGE DOOR CANOPY DETAIL

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WALL SECTION AT SIDING REPLACEMENT

1. ALL COVER TRIM TO BE 0.032 ALUMINUM, COLORS: SHOWN

ON THIS DRAWINGS AND ELEVATION KEY NOTES A201.

2. USE BUTYL TAPE AND CAULK BEADS AS SHOWN ON

DETAILS. FOLLOW MANUFACTURER'S PLACEMENT OF BUTYL

TAPE DEPENDING UPON LOCATION OF OPENINGS.

MATERIAL NOTES

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DRAWING NUMBER

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DATE

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DRAWN BY

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PROJECT NUMBER

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REVISIONS

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NUMBER

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DATE

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REVISED BY

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JOSEPH TURNOWCHYK, AIA, NCARB

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(717) 442-9034

AutoCAD SHX Text Gap, PA 17527

AutoCAD SHX Text 5427 Woodside Drive

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(717) 283-0097 fx

DIVISION 1 GENERAL CONDITIONS

1 TEMPORARY FACILITIES:

A TEMPORARY WATER AND TEMPORARY ELECTRIC IS PROVIDED AT THE EXISTING BUILDING.

B JOB SITE TRAILER FOR SITE MEETINGS TO BE PROVIDED BY G.C. (OPTIONAL) AS SOON AS CONDITIONS

PERMIT.

C TEMPORARY STORAGE (LOCKABLE) WILL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR.

D COORDINATE ALL WORK WITHIN THE EXISTING BUILDING WITH JOB SUPERINTENDENT. IN GENERAL

THE EXISTING BUILDING WILL REMAIN IN FULL OPERATION MONDAY THROUGH FRIDAY. ALL INTERIOR WORK MUST BE COORDINATED WITH THE OWNER'S DAILY ACTIVITIES. (PATCH AND CLEAN UP AS YOU

GO FOR ALL INTERIOR EXISTING BUILDING WORK)

E THE GENERAL CONTRACTOR SHALL SUPPLY AND PAY FOR THEIR OWN TELEPHONE AND FAX SERVICE

AS THEY REQUIRE.

F THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THEIR OWN TEMPORARY DUST PARTITIONS AS

REQUIRED TO PROTECT EXISTING FINISHES TO REMAIN, EQUIPMENT, FURNITURE ECT., DUST

PARTITIONS SHALL BE MINIMUM 8 MIL. POLY.

2 EXISTING CONDITIONS:

A THE GENERAL CONTRACTOR IS RESPONSIBLE TO VISIT THE PROPERTY PRIOR TO SUBMITTING A BID.

ALL VISIBLE EXISTING CONDITIONS THAT DO NOT CORRESPOND TO THE BIDDING DOCUMENTS WILL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND SHOULD BE REPORTED TO THE ARCHITECT

PRIOR TO SUBMITTING YOUR BID.

3 DEBRIS REMOVAL:

A THE GENERAL CONTRACTOR WILL BE REQUIRED TO REMOVE DEBRIS FROM HIS WORK DAILY. ALL

DEBRIS REMOVAL IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR, NO DUMPSTER WILL BE

PROVIDED FOR USE BY TRADES. COORDINATE ALL DUMPSTER DROPS WITH GENERAL

CONTRACTOR'S JOB SITE SUPERINTENDENT.

4 BIDDING CONDITIONS:

A THE GENERAL CONTRACTOR IS RESPONSIBLE TO PROVIDE A COMPLETE BID FOR THEIR PORTION OF

WORK WHETHER INDICATED IN THESE SPECIFICATIONS AND DRAWINGS OR NOT UNLESS

SPECIFICALLY EXCLUDED.

B THE GENERAL CONTRACTOR ACKNOWLEDGES, BY SUBMITTING A BID, THAT HE HAS REVIEWED ALL

DRAWINGS TO INSURE A COMPLETE BID

5 SUBMITTALS:

A ALL SUBCONTRACTORS AND SUPPLIERS SHALL BE REQUIRED TO SUBMIT 3 COPIES (SAMPLES) OF ALL

PRODUCTS, FOR VERIFICATION OF SPEC.