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

SITE

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LEGEND OF MATERIALS

LOCATION MAP

DESCRIPTIONSHEET

INDEX OF DRAWINGS

SELECTIVE DEMOLITION PLANS AND ELEVATIONS

CS

SHEET DESCRIPTION

A100

ALTERATIONS FOR:

PENN TOWNSHIP MUNICIPAL BUILDING

97 NORTH PENRYN ROAD

MANHEIM, PA 17545

BRICK

PLYWOOD

EARTH

STEEL LARGE SCALE

STEEL SMALL SCALE

FINISHED WOOD

WOOD BLOCKING

RIGID INSULATION

BATT INSULATION

CRUSHED STONE

CONCRETE

CONCRETE BLOCK

WOOD ROUGH

CS

ECH

CO

VE

R S

HE

ET

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

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JUNE 24, 2026

25111

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.

PERMIT REVIEW

ALL CONTRACTORS ARE TO VERIFY ALL

DIMENSIONS, FIELD CONDITIONS AND THE WORK

OF OTHER TRADES BEFORE PROCEEDING WITH

THEIR WORK.

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A

CHAPTER 8

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

COMPLIES

LEVEL 2 ALTERATIONS INCLUDE THE RECONFIGURATION OF SPACE, THE ADDITION OR

ELIMINATION OF ANY DOOR OR WINDOW, THE RECONFIGURATION OR EXTENSION OF ANY

SYSTEM, OR THE INSTALLATION OF ANY ADDITIONAL EQUIPMENT. ALTERNATIONS DO NOT

EXCEED 50% OF AGGREGATE AREA OF BUILDING

SCOPE OF WORK:

1. PROVIDE NEW VESTIBULE

2. REPLACE ALL EX. E.I.F.S. ARCHITRAVE, EAVE, & WINDOW TRIM ON EXTERIOR OF BUILDING

3. REMOVE AND REPLACE ENTIRE EX. ROOF INCLUDING EAVE COMPONENTS, GUTTER AND

DOWNSPOUTS.

4. REMOVE REAR OH DOOR AND INFILL OPENING.

5. REPLACE CERTAIN DOORS, SEE PLANS

6. PROVIDE NEW MAIL SLOT

ALTERATIONS - LEVEL 2

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 (VESTIBULE FRAMING)

COMPLIES (VESTIBULE DOOR REQUIREMENTS)

CODE COMPLIANCE INFORMATION

APPLICABLE CODES:

GENERAL CODE DATA

IEBC 2018

COMPLIES(NEW VESTIBULE HEATER)

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

SECTION 302 OCCUPANCY CLASSIFICATION: B-BUSINESS

SECTION 602 CONSTRUCTION TYPE: TYPE 5B

TABLE 504.3 HEIGHT: ALLOWED: 60 FEET PROVIDED: ± 24'-0"

TABLE 1004.5 OCCUPANCY LOAD:

AREA: NS-NOT EQUIPED w/ SPRINKLERED ALLOWED: 9,000 S.F. PROVIDED: 6,210 S.F.

TABLE 504.4 NUMBER OF STORIES: ALLOWED: 2 STORY PROVIDED: 1 STORY

TABLE 506.2

6,210 S.F. / 100 = 63 PERSONS

2018 INTERNATIONAL MECHANICAL CODE

2018 I.B.C., CHAPTER 11 AND APPENDIX E

I.C.C./ANSI A117.1-2009

2018 INTERNATIONAL PLUMBING CODE, SECTIONS 403.4: SIGNAGE, 403.5: DRINKING

FOUNTAINS, 404: WATER CLOSETS, URINALS, LAVATORIES AND BIDETS

2018 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

COVER SHEET

PARKING AND COMMON BUILDING ALTERATIONS PLANA101

EXTERIOR ELEVATIONS ALTERATIONSA201

BUILDING SECTIONS AND DETAILSA301

MISCELLANEOUS SECTION DETAILSA302

ROOF PLAN ALTERATIONSA701

FOUNDATION PLAN, FRAMING PLANS, AND DETAILSS101

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

IBC INTERNATIONAL BUILDING CODE

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

MANUF. / 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

SPF SPRUCE-PINE-FIR

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

SYP SOUTHERN YELLOW PINE

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

T.O.W. TOP OF WALL

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

STRUCTURAL SPECIFICATIONSS801

MISCELLANEOUS DIMENSIONED SECTION DETAILSA303

SPECIFICATIONSA801

ENLARGED PARTIAL FLOOR PLAN A102 LIGHTING PLANS, SCHEDULES, ELECTRICAL NOTES E101

ELECTRICAL SPECIFICATIONSE201

REFLECTED CEILING PLAN A601

PENN TOWNSHIP, LANCASTER COUNTY

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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

AutoCAD SHX Text An LLC Company

PENN

TOWNSHIP

MUNICIPAL

BUILDING

SCALE:

A101 1/8"=1'-0"

FRONT DEMOLITION ELEVATION

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

15 151818 19

TYP.

TYP.

22 23 23

23 23

TYP.

TYP.

SCALE:

REAR DEMOLITION ELEVATION

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

18 19

TYP.

TYP.

TYP.

TYP.

TYP.

7 7

SCALE:

RIGHT SIDE DEMOLITION ELEVATION

17 17 17

TYP.

TYP.

TYP.

TYP.

TYP.

13 15 1616

18 19

TYP.

TYP.TYP.

SCALE:

LEFT SIDE DEMOLITION ELEVATION

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

18 19

20 20

TYP.

TYP. TYP.

(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 2 "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 2 "Y")

EX. CONC.EX. CONC.

REMAINREMAIN

EX. CONC. WALK

REMOVED

EX. CONC. WALK

REMOVED

3 3

8 12

EX. MTL. SOFFIT EX. E.I.F.S. SOFFIT EX. MTL. SOFFIT

REMOVED

AS REQ.

1515 1515

BUSINESS AREA

EXISTING

GARAGE

EXISTING

TO REMAIN

314 14

20 20

TYP.

1 1

A100

TYP.

TYP.

A100

TYP.

A100

C A100

B A100

D A100

F A100

H A100

E A100

E A100

16 16

A A100

C A100

A A100

G A100

TYP.

A100 TYP.

TYP.

A100

A100

TYP

SCALE:

A100 1/8"=1'-0"

DEMOLITION PLAN

A100

A100

TYP. TYP

TYP.

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. CAP OFF ANY PLUMBING LINES THAT ARE BEING ABANDONED.

K. PROTECT ANY SURROUNDING FINISHES FROM SELECTIVE DEMOLITION.

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

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

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

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

ENVIRONMENTAL PROTECTION AIR QUALITY'S REGULATIONS.

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

OF LABOR AND INDUSTRY.

DEMOLITION NOTE(S)

DESCRIPTIONMARK

EXISTING CONCRETE TURN DOWN TO BE PARTIALLY DEMOLISHED BELOW GRADE

AS REQUIRED. SEE DETAIL D/A102 & 9/S101

EXISTING PAINTED H.C. PARKING LINES & SYMBOLS TO BE BLACKED OUT.

SEE ALSO 1/A102

EXISTING H.C. SIGN TO BE REMOVED & RELOCATED. SEE ALTERATION PLAN 1/A102

EXISTING DOOR TO BE REMOVED. FRAME TO REMAIN. SEE DWG. A101

EXISTING SECTIONAL O.H. DOOR ASSEMBLY & OPENER & EXTERIOR JAMB AND HEAD

TRIM TO BE REMOVED

EXISTING SHUTTERS TO BE REMOVED. TYPICAL ALL ELEVATIONS

EXISTING E.I.F.S. WINDOW HEAD & SILL MOULDINGS TO BE REMOVED

EXISTING WINDOW MUNTINS TO BE REMOVED BY G.C. DURING THE CONSTRUCTION

PHASE . TYP. ALL ELEVATIONS

EXISTING DOWNSPOUTS TO BE REMOVED, SANITARY TIES-INS TO REMAIN

EXISTING GUTTERS TO BE REMOVED

EXIST. MTL. SOFFIT T BE REMOVED

EXISTING E.I.F.S. MOULDING & MTL. FRAMING ASSEMBLIES TO BE REMOVED IN

THEIR ENTIRETY. SEE DETAILS A / A100, B / A100, & C / A100

EXISTING 2x6 WD FASCIA AT FRONT & REAR PORCH ROOFS TO BE REMOVED

EXISTING ROOF SHINGLES, UNDERLAYMENT, FLASHING DRIP EDGES AND RIDGE

VENTS TO BE REMOVED IN THIER ENTIRETY.

EXISTING ALUM. WRAPPED GABLE FASCIA TRIM TO BE REMOVED

EXISTING GABLE E.I.F.S. FINISH TO BE REMOVED . EX. PLYWOOD TO REMAIN.

PROVIDE 50% RE-NAILING AND REPLACE AS REQ'D.

EXISTING METAL COVERS TO BE REMOVED TO EXPOSE POSTS.

EXISTING DOWNSPOUT CONCEALING GAS LINE TO BE REMOVED AND REPLACED

VEIFY IN FIELD

EXIST. BOLLARDS TO REMAIN. TYP.OF 4

PORTIONS OF EXISTING CONCRETE WALKS TO BE REMOVED

EXISTING ENTRY DOOR PERIMETER TRIM TO BE REMOVED.

BOX BAY E.I.F.S. TO BE REMOVED. PLYWD. TO REMAIN. PROVIDE 50% RE-NAILING OF

PLYWD. & REPLACE AS REQ'D. SEE DETAIL D/A10023

EXISTING E.I.F.S. FRIEZE TO BE REMOVED IN ITS ENTIRETY TO EXIST. PLYWOOD

SUBSTRATE

EXISTING PORCH ROOF ASSEMBLY TO BE REMOVED IN ITS ENTIRETY24

LEGEND

DENOTES ITEMS TO BE REMOVED

DENOTES ITEMS TO REMAIN

EX. SHINGLES &

UNDER LAYMENT TO

BE REMOVED

EX. MTL. DRIP EDGE

AND GUTTER TO BE

REMOVED

EX. 2x6 WRAPPED SUB

FASCIA TO BE

REMOVED

EX. E.I.F.S. TRIM

MOULDING & PLYWD.

TO BE REMOVED

EX. MTL. FRAMING

TO BE REMOVED

IN ITS ENTIRETY

EX. ROOF TRUSS &

BEAM TO REMAIN

EX. SHEATHING TO REMAIN.

PROVIDE 50% RE-NAILS & REPLACE

AS REQ'D.

REMOVE EX.

MTL. CLG. IN ITS

ENTIRETY

SCALE:

A

A100 1/2"-1'-0"

DETAIL

EX. TRUSS & BEAM TO

REMAIN

EX. E.I.F.S.

MOULDING &

PLYWD. TO BE

REMOVED

REMOVE EX.

MTL. CLG. IN

ITS ENTIRETY

SCALE:

B

A100 1/2"=1'-0"

EX. MTL. FRAMING

TO BE REMOVED

IN ITS ENTIRETY

REMOVE EX. MTL.

CLG. IN ITS

ENTIRETY

EXISTING E.I.F.S.

MOULDING &

PLYWD. TO BE

REMOVED

EX. ROOF TRUSSES &

BEAM TO REMAIN

EX. WRAPPED

WD. FASCIA TO

BE REMOVED

EX. GABLE

E.I.F.S. TO BE

REMOVED

EX. SHEATHING TO

REMAIN

SCALE:

C

EX. MTL. FRAMING

TO BE REMOVED

IN ITS ENTIRETY

EX. ROOF TRUSSES TO

REMAIN.

REMOVE EX. CLG.

FINISH

REMOVE EX. E.I.F.S. TRIM

ASSEMBLY

EX. E.I.F.S. ASSEMBLY

TO BE REMOVED.

EX. CONC. WALK TO BE

PARTIALLY REMOVED.

SEE DEMOLITION PLAN

DWG. 1 / A100

SCALE:

D

EX. PLYWD. TO REMAIN.

PROVIDE 50%

RE-NAILING & REPLACE

AS REQ'D.

EX. ROOF TRUSSES

TO REMAIN.

EX. E.I.F.S. TRIM TO BE

REMOVED

EX. PLYWD. &

FRAMING TO

REMAIN. PROVIDE

50% RE-NAILING &

REPLACE AS REQ'D.

REMOVE EX. CLG.

FINISH.

SCALE:

E

EX. E.I.F.S. & MTL.

FRAME ASSEMBLY TO

BE REMOVED IN ITS

ENTIRETY.

EX. PORCH ROOF

ASSEMBLY TO BE

REMOVED IN ITS

ENTIRETY

EX. WD. BEAM AND

POST TO REMAIN

SCALE:

F

EX. E.I.F.S. MOULDING

AND MTL. FRAME

ASSEMBLY TO BE

REMOVED IN ITS

ENTIRETY

EX. WD. BEAM AND

POST TO REMAIN

EXIST. PORCH ROOF

ASSEMBLY TO BE

REMOVED IN ITS ENTIRETY

SCALE:

G

EXIST. TRUSS

ASSEMBLY TO BE

REMOVED

EXIST. E.I.F.S.

ASSEMBLY TO BE

REMOVED

EX. PLYWD. & FRAMING TO

REMAIN. PROVIDE 50%

RE-NAILING AND REPLACE

AS REQ'D.

EX. OVER FRAMING TO BE

REMOVED

SCALE:

H

EX. SHINGLES, UNDERLAYMENT

TO BE REMOVED. PREPARE

SURFACE FOR NEW SHINGLES

EX. FASCIA FINISH TO BE REMOVED

EX. ROOF SHEATHING TO

REMAIN. PROVIDE 50%

RE-NAILING & REPLACE AS

REQ'D.

EX. DOWNSPOUTS TO BE REMOVED

EX. E.I.F.S. FRIEZE & RIGID INSULATION

TO BE REMOVED

EX. SHEATHING & FRAMING TO REMAIN.

PROVIDE 50% RE-NAILING & REPLACE AS

REQ'D.

EXIST. E.I.F.S. WINDOW HEAD TO BE

REMOVED

EXIST. LINTEL TO REMAIN. (PREPARE FOR

RE-PAINTING)

EXIST. PERIMETER CAULK TO BE REMOVED

EXIST. WD. SHUTTER TO BE REMOVED. FILL

HOLES AS REQ'D. TO MATCH BRICK

EX. PERIMETER CAULK TO BE REMOVED

SCALE:

DEMOLITION WALL SECTION

EX. ALUM. WRAP TO BE REMOVED.

EX. E.I.F.S. WINDOW SILL MOULDING TO BE

REMOVED

EX. WD. BLOCKING TO REMAIN. RE-NAIL &

REPLACE ANY DAMAGED PIECES.

EX. GUTTERS TO BE REMOVED

A100

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BY

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JUNE 24, 2026

25111

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.

PERMIT REVIEW

ALL CONTRACTORS ARE TO VERIFY ALL

DIMENSIONS, FIELD CONDITIONS AND THE WORK

OF OTHER TRADES BEFORE PROCEEDING WITH

THEIR WORK.

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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

(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 2 "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 2 "Y")

A201

SCALE:

PARTIAL PARKING & FRONT SIDEWALK ALTERATIONS / COMMON BUILDING ALTERATIONS PLAN

A201

A201

A102

EX. EXIT DOOR TO BE

REPLACED WITH NEW

SECURITY DOOR.

PATCH ADJACENT

SURFACES TO MATCH

EXISTING

EXISTING ADA VAN

ACCESSIBLE PARKING

TO REMAIN

EXISTING

CURB CUT

EXISTING VAN ACCESSIBLE ADA PARKING

SPACES AND AISLE TO BE RELOCATED TO

ADJACENT PARKING SPACES

PROVIDE AND INSTALL

THRU WALL MAIL

DROP BOX

EXISTING O.H. DOOR

TO BE REMOVED AND

OPENING IN-FILLED:

SEE WALL SECTION

15/A302

EXISTING SECTIONAL

O.H. DOOR AND

OPENER TO BE

REPLACED

101-1

0-1W2 W2

W1W1W1W1 W1

W1

W1

W1 W1 W1

W1

W1

W1

W1

101-2

100-2

102-2 100-3

100-4

A302

A201

BUSINESS AREA

TO REMAIN

GARAGE

EXISTING

WALL PLANE ON THIS

WALL TO BE

RE-PAINTED TO

MATCH EXISTING

102-1

PROVIDE NEW PVC

COLUMN ENCLOSURES:

SEE DETAIL A/A102

(TYPICAL OF 8)

EXISTING EXTERIOR

WINDOW TRIM TO BE

REMOVED AND

REPLACED. SEE ELEV.

DETAIL A/A201.

(TYPICAL OF 14)

EX. PORCH ROOF AND TRIM

TO BE REMOVED AND

REPLACED IN THEIR

ENTIRETY. SEE ALSO 4/S101

EX. CONC

LANDING TO

REMAIN

EX

IS

T.

C

ON

C.

W

AL

K

PROVIDE AND INSTALL NEW

STOREFRONT VESTIBULE AND

CONCRETE FOUNDATION. SEE

ALTERATION DRAWINGS

EX. CONC. WALKEX. CONC. WALK

PORTIONS OF EX. CONC. WALK

TO BE REMOVED AND

REPLACED. SEE ALTERATION

DRAWINGS

PROVIDE AND INSTALL

NEW CONC. LANDING

AT NEW MAIL BOX

DROP

EX. CONC. RAMP TO BE

REMOVED AND ISLAND ARE TO

BECOME A LANDSCAPING BED.

EX. CONC. WALK

EX. CONC. LANDING

TO REMAIN

EX. PORCH FINISHES TO

BE REPLACED. SEE

ALTERATION DWGS.

EXISTING

A302

A302

A302

A302

PATCH AND PAINT

CEILING TO MATCH EX.

ROOF EAVE ABOVE TO

BE ALTERED SEE

DETAIL 11/A302

A302

A302

SIM.

B

B

F

A

EX. ARCHITRAVES

ABOVE TO BE

REMOVED AND

REPLACED.

A,B,C A302

OPP.

VESTIBULE

PROPOSED

A302

A301

A301

PROVIDE AND INSTALL

NEW ADA CONC. CURB

CUT. SEE ENLARGED

PLAN DWG. 1/A102

AA

A302

2"EQ.2"EQ.2"EQ.41

2"

± 12'-6"

VERIFY IN FIELD

2" 2" 2"EQ. 3'-0" EQ.

± 9'-51 4"

VERIFY IN FIELD

8'-

1 2"

EQ

2" 2"

7'-

0"

EQ

VE

RI

FY

IN

F

IE

LD

2" 2"

5'-

2" V.

I.F

8'-

1 2"

EQ

2" 2"

7'-

0"

EQ

VE

RI

FY

IN

F

IE

LD

2"

5'- 2"

V.

I.F

ALUMINUM STOREFRONT

EQUAL TO KAWNEER:

RI-FAB VG 451T, CENTER PLANE

FINISH: CLEAR ANODIZED ALUMINUM

ALUM. FRAMING SIZE: 2"x41

2"

GLASS: 1" CLEAR, LOW 'E', INSUL., TEMP.

WINDOW SCHEDULE

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

2"2"2" EQ.3'-0"EQ.

± 9'-51 4"

VERIFY IN FIELD

2"

W3 W4 W5

W1

EXISTING WINDOW

TO REMAIN. PROVIDE

NEW EXTERIOR TRIM.

SEE DRAWING A201

EXISTING WINDOW

TO REMAIN

EX. GRIDS TO BE

REMOVED BY OTHERS

EX. GRIDS TO BE

REMOVED BY OTHERS

W2

8'-

1 2"

EQ

2" 2"

7'-

0"

EQ

VE

RI

FY

IN

F

IE

LD

2" 2"

5'-

2" V.

I.F

NOTE

VERIFY FIELD

MEASUREMENTS PRIOR

TO FABRICATING

2"41

2"

SIMULATED GRILLS

SI

MU

LA

TE

D

GR

ID

S

SI

MU

LA

TE

D

GR

ID

S

DOOR TYPES

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

FLUSH INSULATED

METAL SECTIONAL

O.H. DOOR

D

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.

4. VERIFY FIELD MEASUREMENTS PRIOR TO FABRICATING.

9'-0"

INSULATED H.M.

SECURITY DOOR TO

MATCH EXISTING

SECURITY DOORS.

V.I.F.

7'- 0"

7'- 0"

3'-0"

MI

N.

7'- 0"

3'-0"

A C

7'- 0"

6'-0"

B

ALUMINUM DOOR

"CLEAR ANODIZED ALUMINUM

FINISH" ENTRANCE SYSTEM w/

1" THERMAL BREAK EQUAL TO

"KAWNEER" 350 SERIES w/

TRI-FAB 451 INTERIOR FRAMING

AND TEMPERED GLASS.

ALUMINUM DOOR

"CLEAR ANODIZED

ALUMINUM FINISH"

ENTRANCE SYSTEM w/ 1"

THERMAL BREAK EQUAL

TO "KAWNEER" 350

SERIES w/ 451T FRAMING w/ INSULATED TEMPERED

GLASS

V.

I.F

INSULATED

TEMPERED

GLAZING

MI

N.

DOOR SCHEDULE

MARK DOORSIZE FRAME HARDWARE REMARKS

101-1 3'-0" x 7'-0" ALUM. ALUM.

TYPE

NOTES:

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 OWNER

4. VERIFY ALL EXISTING DOORS AND HARDWARE ARE IN PROPER WORKING CONDITION

5. ASTERISK DENOTES EXISTING ITEMS, FIELD VERIFY AS REQUIRED FOR ALTERATIONS

A

100-1 3'-0" x 7'-0" ALUM. ALUM. B 2, 3, 4, 9, 10, 11,13, 15, 16

101-2 3'-0" x 7'-0" ALUM. ALUM. A

NOTE: * EXISTING DOOR TO REMAIN - NO WORK100-2 * * * * *

NOTE: * V.I.F. EXIST. FRAME SIZE100-3 C* 3'-0" x 7'-0" H.M. * EX. H.M.

NOTE: * EXISTING DOOR TO REMAIN - NO WORK100-4 * * * * *

102-1

102-2 NOTE: * EXISTING DOOR TO REMAIN - NO WORK* * * * *

1, 3, 4, 5, 7, 12, 13

9'-0" x 7'-0" METAL * WD INSUL. MTL. TO MATCH EXIST.D BY VENDOR w/ ELEC. OPENER

1, 3, 4, 8, 9, 10, 12, 13, 16, 17

1, 3, 4, 8, 9, 10, 12, 13, 16, 17

PROVIDE STANLEY "MAGIC SWING" DOOR OPERATOR

NOTE: OPTIONAL EXISTING TO REMIAN

MARK

HARDWARE SCHEDULE

TYPE

1 1/2 PAIR BALL BEARING BUTT HINGES

3 PAIR BALL BEARING BUTT HINGES

THRESHOLD (ADA APPROVED)

CLOSER (ADA APPROVED)

PANIC HARDWARE

ADA LEVER LOCKSET

PULL HANDLE(S)

SINGLE CYLINDER KEYED DEADBOLT

DOOR ASTRAGAL

WEATHER STRIPPING

PUSH BAR

DOOR BOTTOM SWEEP

SOUND SEAL

ENTRANCE MORTISE LEVER LOCKSET w/ DEADBOLT

A.D.A. EXTERIOR ACCESSIBLE ENTRANCE SIGN (SEE F/A101)

& ENLARGED BUILDING ALTERATIONS PLAN 1/A10217

A.D.A. INTERIOR ACCESSIBLE ENTRANCE SIGN (SEE F/A101)

& ENLARGED BUILDING ALTERATIONS PLAN 1/A102

A.D.A. INTERIOR ACCESSIBLE EXIT SIGN (SEE F/A101) &

ENLARGED BUILDING ALTERATIONS PLAN 1/A102

1"

1"

1"

1"

2"51

2"

2 x 10 NOMINAL

"AZEK" HEAD

TRIM (PAINTED)

4" x 6 NOMINAL

"AZEK" TRIM BD.

(PAINTED)

"AZEK" CROWN

MOULDING

(PAINTED)

2X6 NOMINAL

"AZEK" TRIM BD.

CAP (PAINTED)

2x10 NOMINAL

FIN. "AZEK" WD.

HEAD TRIM

4"x6 NOMINAL FIN.

WD. TRIM BD.

(PAINTED)

"AZEK" CROWN

MOULDING

(PAINTED)

2X6 NOMINAL FIN.

"AZEK" TRIM CAP

(PAINTED)

FIN. FLR. FIN. FLR.

91 4" 11 2"

DOOR 100-1 (TYPE 'B')

COLOR: CLEAR ANODIZED

NOTE: PROVIDE ACADIAN FINISH FOR ALL TRIM SHAPES

A101

ECH

PA

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IN

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CO

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ON

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:39

A M

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IN

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BY

: U

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R1

JUNE 24, 2026

25111

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.

PERMIT REVIEW

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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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

SCALE:

A102 1/4"=1'-0"

PARTIAL ENLARGED BUILDING ALTERATIONS PLAN

AREA TO BE SEEDED;

SEE SPECIFICATION

DIVISION 2.4.A

PROPOSED ALUMINUM

STOREFRONT AND ENTRY

SYSTEM.

EXIST COL. COVERS TO BE

REPLACED. SEE DETAILS

DETAIL A/A102

CONC. CURB TO

REMAIN.12'-6"

SLOPE DN.SLOPE DN.

4" EXPOSURE COMPOSITE SIDING WALL

FINISH (BOTH SIDES)

WRAP EXISTING COLUMNS

w/ STOREFRONT GLASS

METAL TRIM. SEE PLAN

DETAIL C/A102

EXPOSED BRICK (BOTH SIDES) EXISTING ENTRY DOOR

TO BE REPLACED

(OPTIONAL)

REMOVE EXIST. TRIM AND

REPLACE w/ NEW "AZEK" TRIM

SEE DETAIL A/A101

PROPOSED CONCRETE

CURB CUT: SEE DETAIL

D/A102

PROVIDE 4'-0" SQUARE

PAINTED INTERNATIONAL

SYMBOL OF ACCESSIBILITY

EXISTING DIAGONAL ADA

AISLE LINES TO BE BLACKED

OUT

EXISTING ADA PARKING

SYMBOL TO BE BLACKED

OUT

EXIST. PLANTING

BED TO REMAIN.

EXISTING ADA PARKING

SYMBOL TO BE BLACKED

OUT

PROVIDE 4'-0" SQUARE

PAINTED INTERNATIONAL

SYMBOL OF ACCESSIBILITY

PROPOSED NEW H.C.

PARKING SIGN LOCATION.

SEE DETAIL F/A102

EXISTING

CONCRETE

WALK

EXISTING

CONCRETE WALK

PROPOSED THRU WALL

MAIL DROP BOX ℄

'-5 1 4"

PROPOSED NEW

CONCRETE PAD

VAN ACCESSIBLE AISLE:

PROVIDE PAINTED 4" WIDE

DIAGONAL LINES AT 2'-0" O.C.

SL

OP

E

DN

NEW H.C. PARKING

SIGN LOCATION. SEE

DETAIL E/A102

1:1 2 M

AX

1:48 MAX 1:48 MAX

FLARE NEW CONC. SIDEWALK

INTO EXISTING. (BOTH SIDES)

8'-0" 8'-0"8'-0"

4'-0"

1:10 MAX

SLOPE DN.

1:10 MAX

6'-

0" V.

I.F

4'-0"

5'-

7" V.

I.F

4'-0"

A302

3'-6"

2'-1"

AA

B B

B B

EXISTING PLANTING BED TO REMAIN

BOTH SIDES

NEW

CONC. WALK

NEW

CONC. WALK

J

51 2" C A102

TYP.

A A102

101-2101-1

0-1

BUSINESS AREA

EXISTING

W1 W1W1 W2W2

TYP.

1:4 8 M

AX

SL

OP

E

DN

1:4 8 M

AX

SL

OP

E

DN

EX. BOX BAY: SEE SECTION

THRU CANOPY 3/A301

BOTH SIDES

51 2"

"ACCESSIBLE EXIT"

SIGN

PROVIDE AND INSTALL FLOOR

MATS. SEE SPECIFICATIONS DIV. 9.4

"ACCESSIBLE EXIT"

SIGN

F A102

F A102

"ACCESSIBLE EXIT"

SIGN

NEW

CONC. WALK

SLOPE DN.

(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 2 "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 2 "Y")

F A102

W4

A301

A301

EXIST.

CONC. WALK

1:4 8 M

AX

SL

OP

E

DN

EXIST.

CONC. WALK

A302

D A102

9'- 31 4"

"A

CC

ES

SI

BL

E

EN

TR

AN

CE

SI

GN F

A102

"ACCESSIBLE ENTRANCE"

SIGN

A301

A301

1:4 8 M

AX

SL

OP

E

DN

F A102

W5

"A

CC

ES

SI

BL

E

EN

TR

AN

CE

SI

GN

W3 F

A102

A301

A301

VESTIBULE

PROPOSED

BUTT STOREFRONT

ASSEMBLY AGAINST

EXIST. WALL

SHEATHING (BOTH

SIDES)

(EXPOSED CONCRETE)

SCALE:

E

A102 NONE

ACCESSIBLE PARKING SIGN ELEVATION

PARKING

RESERVED

VAN

ACCESSIBLE

RESERVED

PARKING

9"

12"

F.G.

VAN ACCESSIBLE SIGN

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.

12"12"

9"

4" THICK SIGNS W/

GRADE 2 BRAILLE (TYP)

1. CHARACTERS AND IDENTIFICATION SYMBOLS

ARE TO BE DISTINCTLY DIFFERENT FROM THE

BACKGROUND IN COLOR AND CONTRAST.

2. LETTERS AND NUMBERS ON SIGNS SHALL BE

RAISED 132" MIN., SHALL BE A MIN. OF 5 8" HIGH

AND MAX. OF 2" HIGH. CHARACTERS SHALL BE

UPPERCASE AND SANS-SERIF ACCOMPANIED BY

GRADE 2 BRAILLE.

3. PROVIDE IDENTIFICATION SIGN ON WALL TO

LATCH SIDE OF DOOR. WHERE SIGNS ARE

PROVIDED AT DOUBLE DOORS, THE SIGN SHALL

BE TO THE RIGHT OF THE RIGHT HAND DOOR.

WHERE NO WALL SPACE IS AVAILABLE SIGNS

SHALL BE ON THE NEAREST ADJACENT WALL.F.F.

PROVIDE TACTILE SIGNS FOR ALL EGRESS EXITS

& HANDICAP ACCESSIBLE RESTROOMS.

SCALE:

F

A102 1/4"=1'-0"

IDENTIFICATION SIGN ELEVATION

IDENTIFICATION SIGN

(SEE NOTE 3 FOR LOCATION

RESTROOMMENWOMEN

ADA BRAILLE IDENTIFICATION SIGNS

ENTRANCE ACCESSIBLE EXIT

EXIT

RAISED CHARACTERS

SHALL BE 48" MIN. ABOVE

THE FLOOR, MEASURED TO

THE BASELINE OF THE

LOWEST RAISED

CHARACTER AND 60" MAX.

ABOVE THE FLOOR,

MEASURED TO THE

BASELINE OF THE HIGHEST

RAISED CHARACTER

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:

G

A102 N.T.S.

EDGE PROTECTION LIMITED DROP OFF

20 1 1

CURB RAMP

MAXIMUM SLOPEADJOINING SURFACE

MAXIMUM SLOPE

FIG. 406.2

COUNTER SLOPE OF SURFACES ADJACENT

TO CURB RAMPS

SCALE:

B

A102 N.T.S.

COUNTER SLOPE OF SURFACES

ADJACENT TO CURB RAMPS

J DENOTES 30"x48" CLEAR FLOOR SPACE

DENOTES 60" DIA. CIRCULAR CLEAR FLOOR SPACEK

MARK DESCRIPTION

NOTE:

1. FOR "A" THROUGH "H" REFER TO MANEUVERING CLEARANCE AT

MANUAL SWINGING DOORS SCHEDULE.

L DENOTES 60"x60"x36" T-SHAPED CLEAR FLOOR SPACE

HANDICAP CLEARANCE LEGEND

EXISTING BLDGS. AND FACILITIES

DENOTES 60"x59" CLEAR FLOOR SPACE FOR

WHEELCHAIR TOILET COMPARTMENT

FLOOR MOUNTED TYPE WATER CLOSET

DENOTES 60"x56" CLEAR FLOOR SPACE FOR

WATER CLOSET

DENOTES 60"x56" CLEAR FLOOR SPACE FOR

WHEELCHAIR TOILET COMPARTMENT

WALL MOUNTED TYPE WATER CLOSET

M

N

O

" M

IN

18"

MIN.

(A) FRONT APPROACH - PULL SIDE

* IF BOTH CLOSER AND LATCH ARE PROVIDED

(B) FRONT APPROACH - PUSH SIDE

" M

IN

12" MIN.*

" M

IN

36" MIN.

(C) HINGE APPROACH - PULL SIDE

" M

IN

42" MIN.

(D) HINGE APPROACH - PULL SIDE

** 48" MIN. IF BOTH CLOSER AND LATCH PROVIDED

(E) HINGE APPROACH - PUSH SIDE

" M

IN

12" MIN.*

* IF BOTH CLOSER AND LATCH ARE PROVIDED

22"

MIN. 48

" M

IN

24" MIN.

(F) LATCH APPROACH - PULL SIDE

* 54" MIN. IF CLOSER IS PROVIDED * 48" MIN. IF CLOSER IS PROVIDED

(G) LATCH APPROACH - PUSH SIDE

" M

IN

24" MIN.

ICC-A117.1-2009 FIG. 404.2.3.2

MANEUVERING CLEARANCE AT MANUAL SWINGING DOORSINDICATES DIRECTION OF APPROACH

8"

PREMOLDED EXP.

JT. w/ CAULK

1"/FT. MAX. SLOPE

4" CONC. SLAB w/

BROOM FINISH

6x6 - W1.4xW1.4

WELDED WIRE FABRIC.

(SEE STRUCT. DWGS.)

9" 2A STONE BASE

(TYP.)

COMPACTED

SUB-GRADE

1" RADIUS

EX. BITUMINOUS

PAVING. PATCH AS

REQ.

REMOVE EX. CONC.

CURB BELOW GRADE

AS INDICATED.

PROVIDE NEW CONC.

CURB CAP

EX. CONC. CURB

DEMO. EX. CONC.

CURB BELOW GRADE

AS INDICATED

EX. CONCRETE WALK

TO BE REMOVED.

SCALE:

D

A102 3/4"=1'-0"

DEPRESSED CURB DETAIL

NOTE:

SEE ADDITIONAL REQUIREMENTS

B/A102 & G/A102

SCALE:

A102 3/4"=1'-0"

COLUMN WRAP DETAILS

1'-01 2"

2"

1'- 01 2"

51 2"

EX. 6x6 POST

TO REMAIN

2x3 FRAMING

2" THK. P.T.

PLYWOOD

SHEATHING

EX. 2x6 POST

2" THK.

PERIMETER

PVC SHEET

TRIM

PLAN DETAIL

EX. 6x6 POST

TO REMAIN

2x3 LADDER FRAMING

2" THK. EXT.

PLYWOOD

SHEATHING

2x3 P.T.

CONT.

PERIMETER

BOTT. PLATE

EX. MTL. STANDOFF

SCRIBE AS REQ'D.

TO CONFORM TO

EXIST. CONC. WALKEX. CONC. WALK

1'-01 2"

2"

PERIMETER

URETHANE

SEALANT & BACKER

ROD

3 8"

JT

3 4"

2" THK. PVC

SHEET TRIM

SECTION DETAIL AT BASE

2" THK. x 6" NOM.

PERIMETER PVC BASE

TRIM

COLUMN TOP SECTION

TOP SECTION

AT ARCHITRAVE

AT DOUBLE COLUMN ARCHITRAVE

EX. BEAM

2x8 BOTT.

PLATES

NOTCHED

AROUND POST

ARCHITRAVE:

SEE DETAILS

7/A302, 9/A302, & 10/A302

4" THK. PVC SHEET

TRIM OVER 12"

PLYWOOD OVER

2x3 WD. FRAMING

PERIMETER

SEALANT AS

REQ'D.

EX. POST

EX. BEAM

2x10 BOTT.

PLATE

NOTCHED

AROUND

POST

SECONDARY

ARCHITRAVE:

SEE DETAIL

5/A302

4" THK. PVC SHEET

TRIM OVER 12"

PLYWOOD OVER

2x3 WD. FRAMING

PERIMETER

SEALANT AS

REQ'D.

EX. POST

1'- 31 4"

1'- 0"

1 2" 1 2"

2"

1'- 31 4"

1 2"

4"

3 4" "AZEK"

SOFFIT

MATERIAL

SCALE:

C

A102 1 1/2"=1'-0"

COLUMN DETAIL

± 61 4"

EXIST. 6x6 P.T.

WD. POST

61 4"

(4) PIECE EXTRUDED

ALUMINUM COLUMN WRAP

AS MFR. BY SUPERIOR

ALUMINUM PRODUCTS OR

EQ. MATCH STOREFRONT

CLEAR ANODIZED FRAME.

A102

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:39

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BY

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R1

JUNE 24, 2026

25111

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.

PERMIT REVIEW

ALL CONTRACTORS ARE TO VERIFY ALL

DIMENSIONS, FIELD CONDITIONS AND THE WORK

OF OTHER TRADES BEFORE PROCEEDING WITH

THEIR WORK.

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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

AutoCAD SHX Text

(717) 283-0097 fx

PENN

TOWNSHIP

MUNICIPAL

BUILDING

SCALE:

A201 1/8"=1'-0"

PROPOSED FRONT ELEVATION

SEE ENLARGED ELEVATION 5/A201THIS DRAWING

1 2 862

9 9 3

8 7 14 1613 13 151420 7 14

11 11

EX. BRG. PL.

+ 10'-1 1/2"

FIN. FLR.

0'-0"

W4

SCALE:

PROPOSED LEFT SIDE ELEVATION

18 7

1 2

3 13

9 3

SEE NOTE 3

EX. BRG. PL.

+ 10'-1 1/2"

FIN. FLR.

0'-0"

W3

SCALE:

PROPOSED REAR ELEVATION

1 2 258

101713 1315

9 9 3

20 19225

EX. BRG. PL.

+ 10'-1 1/2"

FIN. FLR.

0'-0"

2 3

SCALE:

PROPOSED RIGHT SIDE ELEVATION

11 33

1 3

10 9

1514 3 20

EX. BRG. PL.

+ 10'-1 1/2"

FIN. FLR.

0'-0"

W5

PENN

TOWNSHIP

MUNICIPAL

BUILDING

SCALE:

A201 1/4"=1'-0"

ENLARGED PARTIAL ELEVATION

6" N

OM

5 8610 5

87168 7

8'- 93 4"

1'- 33 4"

'-1

1 2"

7'- 93 4"

1'- 0"

SLOPE SLOPE

4'- 0"

EX. BRG. PL.

+ 10'-1 1/2"

FIN. FLR.

0'-0"

W4

8" 6"

2"

1"

EX

IS

T.

SLOPED ALUMINUM

CAP

A A302

± 3'-0" 4"4"

NEW PRESSURE

TREATED WOOD HEAD,

JAMB RETURNS,

CASING, AND SILL

WRAPPED w/ .032

ALUMINUM

C A302

B A302

SCALE:

A201 3/4"=1'-0"

ENLARGED WINDOW W1 DETAIL

NOTCH FIRST LAYER

OF 3 4" PLYWOOD FOR

JAMB EXTENSION

(BOTH SIDES)

FIRST LAYER OF 3 4"

CDX PLYWOOD w/ Adhered MB MEMBRANE

BEHIND

(BOTH SIDES)NOTE: ALL METAL WINDOW

TRIM TO BE .032 UNA-CLAD

COLOR: SANDSTONE

ELEVATIONS KEY NOTES

NEW ASPHALT SHINGLES - TIMBERLINE HDZ BY "GAF" OR EQ.

SEE NOTES 2 & 4

NOTES:

1). PROVIDE SHOP DRAWINGS SUBMITTALS FOR NEW FINISHES, SEE

SPECIFICATIONS DIV. 1.5.C

2). RE-ATTACH OR REPLACE ANY EXISTING WOOD FRAMING OR

PLYWOOD, WHERE REQUIRED (FIELD VERIFY)

3). EXISTING SIDE ENTRY ROOF TO BE RE-FRAMED w/ HIGHER PITCHED

ROOF SLOPE

4). PROVIDE 50% RE-NAILS FOR EXPOSED EXISTING FASCIAS AND

REPLACE EXIST. WOOD COMPONENTS AS REQUIRED

NEW HIGH PERFORMANCE RIDGE VENT - COBRA

SNOWCOUNTRY ADVANCED BY "GAF" OR EQ.

NEW GUTTERS / DOWNSPOUTS - USE EXIST. LEADER

LOCATIONS

NEW ALUMINUM & GLASS STOREFRONT DOOR

NEW .032 ALUM WRAP - ELEVATE UNA-CLAD METAL OVER

EXISTING RAKE BOARD - SEE NOTE 2

NEW 7" EXPOSURE COMPOSITE SIDING BY ALSIDE

NEW 4 1/2" EXPOSURE COMPOSITE SIDING BY ALSIDE

NEW CORNER COVER - AZEK CAPTIVATE

SEE NOTE 2

NEW .032 ALUM WRAP - ELEVATE UNA-CLAD METAL OVER

EXISTING FREIZE BOARD - SEE NOTE 2

NEW ARCHITRAVE COVER - AZEK CAPTIVATE

NEW COLUMN ARCHITRAVE COVER - AZEK CAPTIVATE

EXISTING ARCHITRAVE w/ NEW TRIM - AZEK CAPTIVATE

NEW 12" SQUARE COLUMN WTAP w/ 6" BASE - AZEK

CAPTIVATE

EXISTING WINDOWS TO REMAIN - REMOVE EXISTING GRIDS

NEW .HEAD, JAMB & SILL P.T. WD. TRIM w/ .032 ALUM WRAP

NEW ALUMINUM STOREFRONT WINDOW

NEW INSULATED H.M. SECURITY DOOR TO MATCH EXISTING

COLOR: BARKWOOD

COLOR: MATCH ROOF COLOR

COLOR: MATCH FASCIA COLOR

COLOR: SANDSTONE

COLOR: MONTEREY SAND

COLOR: MONTEREY SAND

COLOR: MONTEREY SAND

COLOR: SANDSTONE

COLOR: ACADIAN COASTLINE

COLOR: ACADIAN COASTLINE

COLOR: ACADIAN COASTLINE

COLOR: ACADIAN COASTLINE

N/A

COLOR: SANDSTONE

COLOR: CLEAR ANODIZED

COLOR: MATCH EXISTING

PROPOSED MODIFIED SIDE ENTRY w/ LOWER PITCH

OPTIONAL N/A

INSULATED METAL PANELS COLOR: WHITE

EXISTING ITEMS TO REMAIN - VERIFY w/ TOWNSHIP

PROVIDE SIMULATED DIVIDED LITES

NEW INSULATED OVERHEAD DOOR COLOR: WHITE

NEW AFTER HOURS DROP BOX SEE DETAIL 14 / A302

N/A

N/A

COLOR: CLEAR ANODIZED

A201

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:39

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IN

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BY

: U

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R1

JUNE 24, 2026

25111

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.

PERMIT REVIEW

ALL CONTRACTORS ARE TO VERIFY ALL

DIMENSIONS, FIELD CONDITIONS AND THE WORK

OF OTHER TRADES BEFORE PROCEEDING WITH

THEIR WORK.

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DRAWING NUMBER

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DATE

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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

A301 1/4"=1'-0" SCHEME 3

VESTIBULE BUILDING SECTION

8'-

PROPOSED "AZEK"

BEAD BOARD CEILING

FINISH

PROPOSED NEW

WD. ENTRY TRIM:

SEE DETAIL A/A101

EXPOSED EXISTING

BRICK TO REMAIN

PROPOSED THRU WALL

MAIL DROP BOX SEE

DETAIL 14/A302

PROPOSED NEW

CONCRETE WORK

PROPOSED NEW

CONCRETE WORK

'-1

1 2"

PENN

TOWNSHIP

MUNICIPAL

BUILDING 101

SLOPE

1:48

A302

A302

S101

STOREFRONT PARTITION:

2x6 STUDS @ 2'-0" O.C. w/ DOUBLE BOT..

PLATE ATTACHED TO EX. TRUSSES

EX. WD TRUSS TO REMAIN.

REMOVE FINISHES: SEE DWG.

A100

NEW 2x6 CEILING JOISTS

SUSPENDED FROM EX.

TRUSSES w/ 2x4 HANGERS

AS INDICATED. SEE ALSO

6 / A302

NEW DROP DOWN

SOFFIT FRAMING

2x8 SOFFIT JOISTS w/

G.W.B. CEILING. (PAINTED)

A302

OPP.

EX. BRG. PL.

+ 10'-1 1/2"

FIN. FLR.

0'-0"

1'- 2 1 2"

4'- 0"

M

AX

SL

OT

H

GT

2x6 WALL TIES @ 2'-0"

ATTACHED TO STOREFRONT

PARTITION WALL FRAMING.

1'-

6"

R49 BATT INSULATION

SLOPE

1:48

SCALE:

A301 1/2"=1'-0"

SECTION THRU VESTIBULE

8'-

"AZEK" ARCHITRAVE

TRIM BOARD. PAINTED

ALUMINUM

STOREFRONT ENTRY

SYSTEM

3'-0" x 7'-0" ALUMINUM

STOREFRONT DOOR

EXISTING CONCRETE

TURN DOWN TO REMAIN

PROPOSED NEW

ENTRY DOOR TRIM

SEE DETAIL A/A101

PROPOSED NEW

ENTRY DOOR

(OPTIONAL)

5" EXPOSURE

COMPOSITE SIDING

EXPOSED EXISTING

BRICK TO REMAIN

NEW 4" THK. CONC. SLAB OVER 6 MIL.

VAPOR BARRIER & 4" STONE BASE

'-1

1 2"

APPROXIMATE GRADE

2" THK. R10 PERIMETER

RIGID INSULATION

WOOD INFILL FRAMING

AS REQ'D.

8" G.W.B. CEILING

(PAINTED)

NEW 7" EXPOSURE

COMPOSITE VINYL

SIDING OVER

EXISTING GABLE

TRUSS

EXISTING 2x6 COLUMN BEYOND w/ METAL WRAP

TO MATCH STOREFRONT

SYSTEM. SEE C / A102

A302

S101

A302

TYP.

EX. BRG. PL.

0'-0"

FIN. FLR.

0'-0"

1'- 21 2"

EX. BRG. PL.

+10'-1 1/2"

FIN. FLR.

0'-0"

PROVIDE "METAL ERA" HIGH

PERFORMANCE RIDGE VENT

7'-

03 8"

FI

NI

SH

C

LG

. H

GT

2" EXP. JOINT FILLER

DRILLED EPOXY

SMOOTH #4 PINS @

24" O.C.

VINYL "J" CHANNEL

TRIM

2'-0" MIN.

EXISTING TRUSSES

SCALE:

SECTION THRU CANOPY

"AZEK" ARCHITRAVE

TRIM BOARD. PAINTED

NEW 12" SQUARE "AZEK"

COLUMN ENCLOSURE

BEYOND

'-1

1 2"

NEW 4" THK.

CONC. SLAB OVER

6 MIL. VAPOR

BARRIER OVER

STONE BASE.

PORTION OF EXIST.

CONC. TURN DOWN TO BE

REMOVED.

SEE DETAIL 9 / S101

APPROXIMATE GRADE

1x6 NOMINAL "AZEK" BEAD

BOARD CEILING FINISH

OVER 2x6 SOFFIT FRAMING

2"

SLOPE

14" /FT. MAX.

5" EXPOSURE COMPOSITE

SIDING OVER NEW

BUILDING WRAP.PROVIDE

50% RE-NAIL AND REPLACE

SHEATHING AS REQ'D.

NEW VINYL SIDING OVER

NEW BUILDING WRAP.

PROVIDE 50% RE-NAIL AND

REPLACE SHEATHING AS

REQD.

EXISTING BOX BAYS AND

WINDOWS TO REMAIN

A A102

A302

A302

TYP.

EX. BRG. PL.

+10'-1 1/2"

FIN. FLR.

0'-0"

1'- 21 2"

8'-

NEW 2x8 SOFFIT

FRAMING SUSPENDED

FROM EX. TRUSSES w/ 2x4 HANGERS @ 24" O.C.

NEW 7" EXPOSURE

COMPOSITE VINYL

SIDING OVER

EXISTING GABLE

TRUSS

PROVIDE "METAL ERA" HIGH

PERFORMANCE RIDGE VENT

2" EXP. JOINT FILLER

DRILLED EPOXY

SMOOTH #4 PINS @

24" O.C.

EXISTING TRUSSES

A302

SCALE:

SECTION THRU REAR CANOPY

NEW 7" EXPOSURE

COMPOSITE VINYL

SIDING OVER

EXISTING GABLE

TRUSS

NEW 12" SQUARE "AZEK"

COLUMN ENCLOSURE

BEYOND

VENTED ALUMINUM SOFFIT

MATERIAL THROUGH-OUT

PROVIDE NEW

ARCHITRAVE ENCLOSURE

w/ "AZEK" SHEET TRIM

SURROUND (PAINTED)

PROVIDE NEW DOOR IN EX.

FRAME. SEE DOOR

SCHEDULE.

A

A102EX. CONC. WALK TO

REMAIN

A302

A302

A302

TYP.

'-1

1 2"

EX. BRG. PL.

+10'-1 1/2"

FIN. FLR.

0'-0"

1'- 31 4"

8'-

1 4"

PROVIDE "METAL ERA" HIGH

PERFORMANCE RIDGE VENT

EXISTING TRUSSES

GENERAL NOTES:

1) ROOF CONSTRUCTION:

• ASPHALT SHINGLES

• 15 LB. ROOFING FELT

• ICE AND WATER SHIELD

• EXISTING PLYWOOD PROVIDE 50% RE-NAILS AND REPLACE

SHEATHING WHERE REQUIRED

• EXISTING ROOF STRUCTURE TO REMAIN

2) PROVIDE 50% RE-NAILS FOR EXPOSED EXISTING FASCIAS AND

REPLACE EXIST. WOOD COMPONENTS AS REQUIRED

A301

ECH

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-1 4-

:39 A

M

PR

IN

TE

D

BY

: U

SE

R1

JUNE 24, 2026

25111

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.

PERMIT REVIEW

ALL CONTRACTORS ARE TO VERIFY ALL

DIMENSIONS, FIELD CONDITIONS AND THE WORK

OF OTHER TRADES BEFORE PROCEEDING WITH

THEIR WORK.

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DRAWING NUMBER

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DATE

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DRAWN BY

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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

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AutoCAD SHX Text R

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AutoCAD SHX Text G

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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

A302 3/4"=1'-0"

STOREFRONT PARTITION:

2x8 WD STUDS @ EA. EX.

TRUSS

SECURE FRAMING AND

BLOCKING TOGETHER w/

(4) SIMPSON SDW SCREWS

FROM EA SIDE

2x8 CLG. JOISTS @ 24" O.C.

2x8 LEDGER

GYP. BD. EDGE TRIM

ALUM. STOREFRONT

SYSTEM

2x8 HORIZ. STOREFRONT

PARTITION BRACES

FASTENED TO STOREFRONT

PARTITION STUDS @ 2'-0"

O.C.

STOREFRONT PARTITION

BRACES BYPASS EX.

TRUSSES

EX. WD. TRUSSES

EX. WD. BEAM

NEW CONT. 2x12 LEDGER

NEW R49 BATT INSUL.

NEW 2x8 CEILING JOISTS @

24" O.C. SEE 3/A302 & 5/A301

8" THK. G.W.B. (PNT.)

EX. EXPOSED BRICK

SIMPSON LUS28 JOIST

HANGER

SIMPSON LUS28 JOIST

HANGER

CONT. SEALANT

TRUSS BRG.

+10'-1 1/2"

1x6 "AZEK"

BEADBOARD

SEE ALSO DETAIL 1/A303

SCALE:

NEW ASPHALT SHINGLES

OVER 15# ROOFING FELT

OVER ICE AND WATER

SHIELD. SEE ROOF PLAN

DWG A701 NEW 2x6 NAILERS FASTENED

TO EX. TRUSSES. PROVIDE

CONT. BOT. PLATE.

EXIST. ROOF SHEATHING.

PROVIDE 50% RE-NAIL

AND REPLACE AS REQ'D.

NEW CONT. MTL. DRIP

EDGE

NEW CONT. SEAMLESS

GUTTER. SEE ELEVATIONS

NEW 2x8 w/ .032 ALUM.

WRAP

2 x 2 WD NAILERS

CONT. ALUM. SOFFIT VENT

3 4" "AZEK" SHEET TRIM

OVER FRAMING

BLOCKING AS REQ'D.

2x8 CLG. JOISTS SUSP.

FROM EA. EX. WD.

TRUSS. SEE 1/A301

SIMPSON LUS28 JOIST

HANGER

EX. WD. BEAM

EX. WD. TRUSS

1x6 "AZEK" BEAD BOARD

2x8 LEDGER

TRUSS BRG.

+10'-1 1/2"

SEE ALSO DETAIL 2/A303

SCALE:

7" EXPOSURE COMPOSITE

SIDING OVER BUILDING

WRAP

PROVIDE DRIP KERF

LAP BUILDING WRAP OVER

MTL. CAP FLASHING

VINYL STARTER STRIP

SLOPED MTL. CAP

FLASHING w/ DRIP EDGE

2x8 FRIEZE BD. w/ .032

ALUM. WRAP

NEW 12" THK. PLYWOOD

SHEATH. INFILL ALIGNED

WITH ADJACENT EX.

PLYWOOD.

CONT. ALUM. WRAP AT

UNDERSIDE

CONT. SEALANT

4" THK. "AZEK" SHEET

TRIM

CONT. WD. PLATE

ALUM. STOREFRONT

2x4 DIAGONAL. BRACING @ 32" O.C.

2x6 WD. STOREFRONT

PARTITION STUDS @ 16" O.C.

NOTCHED INTO NEW DOUBLE

2x12 GABLE BEAM HEADER

NEW 2x8 HORIZ. STOREFRONT

PARTITION WALL TIES

FASTENED TO STOREFRONT

PARTITION STUDS @ 2'-0" O.C.

EX. ROOF TRUSS BEYOND

NEW 2x6 STOREFRONT PARTITION

STUDS @ 2'-0" BEYOND FASTENED

TO EX. TRUSSES

NEW (2) 2x12 GABLE BEAM

HEADER SECURED TO EX.

BEAM BEYOND. PROVIDE

2'-0" OVERLAP EA. END

LINE OF CONT. 2x12

LEDGER BEYOND

2x8 WD. SOFFIT JOISTS @ 2'-0" O.C. w/ LUS28 SIMPSON

JOIST HANGERS FASTENED

TO 2x12

EX. WD. BEAM BEYOND

2x NAILER AS REQ'D.

8" THK. G.W.B. (PDT.)

EX. POST BEYOND w/

METAL WRAP

PROVIDE R49 BATT INSUL.101

2x DIMENSIONAL WD. STUDS AS REQ'D. ALIGNED w/ EX.

GABLE TRUSS. VERIFY IN

FIELD REQ'D. DEPTH

TRUSS BRG.

+10'-1 1/2"

SEE ALSO DWG. 1/A301 &

3/A303

CONT. 2x8 LEDGER

2x WD. BLOCKING AS

REQUIRED.

SCALE:

SEE DETAIL 3/A302 FOR

TYPICAL NOTES

2x6 TRUSS NAILERS @

2'-0" O.C. ATTACH TO BOT..

CHORD OF EX. TRUSSES

SEE 3/A302 FOR TYPICAL

NOTES.

2x6 HANGERS @ 16" O.C.

1'- 21 2"

1x6 "AZEK" BEAD BOARD

CEILING FINISH

EX. ROOF TRUSSES

12" SQ. "AZEK" COLUMN

ENCLOSURE; BEYOND

(SEE DWG. A/A102)

2x4 SUSP. BOARDS @ 4'-6"

O.C. SEE 1 A301

SUSP. 2x8 CEILING JOISTS @ 2'-0" O.C.

2x8 CLG. JOIST

EX. 6x6 WD. POST TO

REMAIN

EX. WD. BEAM TO REMAIN

WD. BLOCKING AS REQ'D.

FIELD VERIFY GABLE

TRUSS LOCATION AND

SUPPORT

EX. PLYWOOD SHEATH.

PROVIDE 50% RE-NAILS

AND REPLACE AS REQ'D.

TRUSS BRG.

+10'-1 1/2"

2x10 BOT. PLATE

NOTCHED AROUND POSTS

TR

US

S

BR

G.

TO

S

OF

FI

T

FR

AM

IN

G

4" "AZEK" SHEET TRIM

SEE ALSO DETAIL 4/A303

SCALE:

NOTE:

SEE ADJACENT DETAILS

3/A302 AND 4/A302 FOR

TYPICAL NOTES

1x6 PVC BEAD BD.

3 4" THK. "AZEK" SHEET

TRIM OVER FRAMING

BOTH SIDES

2x4 WD. FRAMING

@ 16" O.C. BOTH

SIDES

EX. WD.

BEAM

4" THK. "AZEK"

SHEET TRIM

4" "AZEK" SHEET

TRIM

FIELD VERIFY

GABLE TRUSS

LOCATION AND

SUPPORT

TRUSS BRG.

+10'-1 1/2" 2x10 BOT. PLATE

NOTCHED AROUND POSTS

PROVIDE NAILERS

PROVIDE 2x4 BRACING @ 32" O.C.

SEE DETAIL

3/A302 FOR

TYPICAL NOTES

SEE 3/A302 FOR

TYP. NOTES

EX. 6x6 WD. POST

4" "AZEK"

RETURNS. TYP.

SEE ALSO DETAIL 5/A303

SCALE:

TYPICAL EAVE DETAIL

2'-6"

MINIMUM ICE AND

WATER SHIELD

PROVIDE .032 ALUM. WRAP w/ DRIP

KERF OVER NEW WD. FRAMING AS

INDICATED ON DWGS.

ROOF CONSTRUCTION

· ASPHALT SHINGLES

· 15 LB. ROOFING FELT

· ICE AND WATER SHIELD

· EXISTING PLYWOOD - PROVIDE 50%

RE-NAILS & REPLACE SHEATHING

WHERE REQUIRED

· EXISTING ROOF STRUCTURE TO REMAIN

PROVIDE CONT. MTL.

DRIP EDGE

PROVIDE 5"x5" CONT.

SEAMLESS BOX GUTTER

PROVIDE .032 ALUM. WRAP

OVER EXIST. 2x6 WD. FASCIA

PROVIDE NEW CONT. VENTED

ALUM. SOFFIT.

PROVIDE CONT. 2x8 FRIEZE

TRIM BD.

PROVIDE 1x BLK'G. AS

REQ'D.

PROVIDE CONT. 1x8 FRIEZE TRIM BD. w/ .032 ALUM. WRAP

PROVIDE NEW ALUM.

DOWNSPOUTS.

SEE DWG. A201

PROVIDE CONT. SEALANT

EXIST. CONST.

TO REMAIN

EX. PLYWOOD. w/ NEW BUILDING

WRAP. PROVIDE 50% RE-NAILS AND

REPLACE AS REQ'D.

TRUSS BRG.

+10'-1 1/2"

SEE ALSO DETAIL 11/A303

SCALE:

WINDOW HEAD DETAIL

EXIST. CONST.

TO REMAIN

PROVIDE .032 ALUM. WRAP w/

SLOPED CAP AND DRIP KERF

PROVIDE (2) LA. OF 3

4" THICK x 8"

WIDE CDX PLYWOOD HEAD

TRIM w/ ADHERED MOISTURE

BARRIER BEHIND

PROVIDE ALTERNATING

SIMPSON TITEN HD 14" x

2" ZINC PLATED

SCREWS AT 12" O.C. (3)

LOCATIONS IN BED

JOINTS THRU BOTH

LAYERS OF PLYWOOD

(COUNTERSINK)

EXIST. WINDOWS TO

REMAIN

RE-CAULK EXISTING

EXIST. LINTEL ANGLE AND

UNDERSIDE OF EXPOSED

EXISTING BRICK TO BE

PREPPED AND PTD. TO MATCH

NEW ALUM. WRAP

RE-CAULK PERIMETERS OF ALL

WINDOWS

FIRST LA. OF 3 4" PLYWOOD

EXTENSION BEYOND. SEE

DETAIL A/A201

EXTEND .032 ALUM. WRAP OVER

TOP AND BEHIND WD. HEAD

TRIM

CAULK PERIMETER

SEE ALSO DETAIL A/A303

SCALE:

WINDOW JAMB DETAIL

CONT. PERIMETER CAULK.EXIST. CONST.

TO REMAIN

PROVIDE .032 ALUM. WRAP

PROVIDE 3 4" THICK x 4" WIDE CDX PLYWOOD JAMB TRIM w/

ADHERED MOISTURE BARRIER

BEHIND

PROVIDE SIMPSON TITEN

HD 14"x31

2" ZINC PLATED

SCREWS

PRE DRILL, NAILED AND GLUE

PLYWOOD CORNERS

CONT. SEALANT

LINE OF SILL BELOW

SEE ALSO DETAIL B/A303

SCALE:

WINDOW SILL DETAIL

NEW ALUM. JAMB BEYOND

EXIST. (2) PIECE ALUM. SILL

WRAP TO BE REMOVED AND

REPLACED WITH SINGLE PIECE

AS INDICATED

FIELD VERIFY CONDITION OF EX.

WD. BLK'G. RE-ATTACH IF REQ'D.

(1) PIECE .032 ALUM. SILL WRAP

w/ SLOPED TOP AND DRIP KERF

CONT. SEALANT

(2) LA.3 4" CDX PLYWOOD NAILED

TO WOOD BLK'G. AS INDICATED

CONT. CAULK

EXIST. CONST.

TO REMAIN

SEE ALSO DWG. A/A201

FOR DETAILS A,B, & C

SEE ALSO DETAIL C/A303

SCALE:

2x4 HANGERS @

2 LOCATIONS EA.

SIDE

EX. WD. TRUSSES

2x8 CLG. JOISTS

1x6 "AZEK" PVC BEAD

BOARD CLG. FINISH

5" EXPOSURE

COMPOSITE SIDING

OVER NEW BUILDING

WRAP

EX. WD. FRAMING.

(REMOVE EXT. FINISHES)

SEE DWG. A100

EX. PLYWOOD.

PROVIDE 50%

RE-NAILS & REPLACE

AS REQ'D.

TRUSS BRG.

+10'-1 1/2"

SEE ALSO DWG. 1/A301

& 6/A303

2x NAILER AS REQ'D.

EXISTING OVERHEAD DOOR,

TRACK, & OPENER TO BE

REMOVED IN ITS ENTIRETY

EXIST. OPENING HEADER TO

REMAIN

2x6 WOOD STUD INFILL FRAMING w/ 51

2" THICK, R21

BATT. INSULATION.

A302

SIM.

P.T. SOLE PLATE SET IN FULL

BED MASTIC

EXIST. AND NEW G.W.B. TO BE

PATCHED AND ENTIRE WALL

SURFACE TO BE PAINTED TO

MATCH ADJACENT SURFACES

EXISTING CONC. SLAB

EXISTING ALUM. WRAPPED

JAMB AND HEAD TRIM TO BE

REMOVED.

PROVIDE CONT. BACKER ROD

AND SEALANT

PROVIDE MTL. CAP FLASH'G. w/

DRIP EDGE

2" THICK INSULATED METAL

PANELS AS MANUFACTURED BY

MTL SPAN OR EQ. OVER

MOISTURE BARRIER.

EXPOSED EX. BRICK RETURN

BEYOND

MTL. BOT.. FLASH'G. SET IN

MASTIC

CONT. BACKER ROD AND

SEALANT

PROVIDE BASE TO MATCH

EXISTING

EX. SLOPED CONC.

SCALE:

EXTERIOR WALL INFILL DETAIL

2" THICK EXT. PLYWOOD

SEE ALSO DETAIL 15/A303

SCALE:

SEE DETAILS 3/A302

FOR TYPICAL NOTES

2x6 FRAMING @ 16"

O.C. BOTH SIDES

2x6 NAILERS @ 2'-0" O.C.

ATTACH TO BOT.. CHORD

OF TRUSSES

CONT.