4-Tyrone Township Building - FINAL PLANS - PHASE 2 - REV0 - 07-06-2026.pdf

PITTSBURGH

TURNPIKE

PA

70 81

ERIE

LEWISTOWN

CLARION

PHILADELPHIA

HARRISBURG

SCRANTON

No scale

LOCATION MAP

PROJECT

LOCATION

SCALE

PROJECT NUMBER

DATE

DRAWN BY

CHECKED BY

130 FARM LANE

STATE COLLEGE, PA

(814)-271-0770

OFFICE@BOYLE-ENG.COM

WWW.BOYLE-ENG.COM

15 EAST MAIN STREET

NEW BLOOMFIELD, PA

(717)-275-7531

1" = 1'-0"

/6

/2

:3

:0

P M

CS-101

COVER SHEET -

PHASE 2

2023-051

TWP BUILDING

TYRONE TOWNSHIP

07/06/2026

H.WELCH

N.BOYLE

TYRONE TOWNSHIP BUILDING PHASE 2

BUILDING & STRUCTUAL PLANS

LOCATED AT

3129 SHERMANS VALLEY ROAD, LOYSVILLE, PA 17047

TYRONE TOWNSHIP, PERRY COUNTY, PA

PREPARED FOR:

FREDERICK, SEIBERT & ASSOCIATES, INC.

PREPARED BY:

BOYLE ENGINEERING, LLC

130 FARM LANE, STATE COLLEGE, PA 16801

BRIDGE | STRUCTURAL | GEOTECHNICAL | CONSTRUCTION

WWW.BOYLE-ENG.COM

814-271-0770

15 EAST MAIN STREET, NEW BLOOMFIELD, PA 17068

JULY 06, 2026

SHEET INDEX

CS-101 - COVER SHEET - PHASE 2

G-101 - CODE ANALYSIS - PHASE 2

G-102 - GENERAL NOTES - PHASE 2

G-103 - LIFE SAFETY PLAN - PHASE 2

G-104 - PHASE KEY & ISOMETRIC

G-105 - ADA & EGRESS DETAILS - PHASE 2

B-101 - FLOOR PLAN - PHASE 2

B-102 - ELEVATIONS - PHASE 2

B-103 - ROOF PLAN - PHASE 2

B-104 - CROSS SECTIONS - PHASE 2

S-101 - FOOTING PLAN - PHASE 2

S-102 - ROOF FRAMING - PHASE 2

S-103 - FOOTING DETAILS - PHASE 2

MEP-101 - MANIFOLD LAYOUT - PHASE 2

MEP-102 - MECHANICAL PLAN - PHASE 2

MEP-103 - ELECTRICAL PLAN - PHASE 2

NO. DESCRIPTION DATE

NICOLAS PAIRICK BOYLE

馴GINE巨R

No, PEO85521

07-06-2026

NICOLAS PAIRICK BOYLE

馴GINE巨R

No, PEO85521

INTERNATIONAL BUILDING CODE - VOLUME DATE: 2018

CHAPTER 3: USE AND OCCUPANCY CLASSIFICATION

PRIMARY BUILDING USE GROUP BUSINESS, GROUP B

ADDITIONAL USE GROUPS LOW-HAZARD STORAGE, GROUP S-2 & ASSEMBLY, GROUP A-3

MOST RESTRICTIVE PROP. USE GROUPS A-3

MIXED OCCUPANCY YES

OCCUPANY SEPERATION SEPERATED

CHAPTER 4: SPECIAL REQUIREMENTS BASED ON USE AND OCCUPANCY

N/A COVERED MALL - 402 N/A HIGH RISE BUILDING - 403 N/A ATRIUM - 404

N/A UNDERGROUND BUILDING - 405 N/A MOTOR VEHICLE - 406 N/A GROUP I2 - 407

N/A GROUP I-3 - 408 N/A MOTION PICTURE PROJECT. ROOM - 409 N/A STAGES & PLATFORMS - 410

N/A SPECIAL AMUSEMENT - 411 N/A AIRCRAFT RELATED - 412 N/A COMBUSTIBLE STORAGE - 413

N/A HAZARDOUS MATERIALS -414 N/A GROUPS H1, H2, H3, H4, H5 - 415 N/A APPLICATION OF FLAMMABLE FINISHES - 416

N/A DRYING ROOMS - 417 N/A ORGANIC COATINGS - 418 N/A LIVE/WORK UNITS - 419

N/A GROUPS I1, R1, R2, R3 - 420 N/A HYDROGEN CUTOFF ROOMS - 421 N/A AMBULATORY CARE - 422

N/A STORM SHELTERS - 423 N/A CHILDRENS PLAY STRUCTURES - 424 N/A COMBUSTIBLE DUST, GRAIN PROCESSING/STORAGE - 426

SPRINKER PROTECTION X NONE NFPA

CHAPTER 5: CONSTRUCTION TYPE & HEIGHT AND AREA LIMITATIONS - TABLE 503

USE GROUP CONSTRUCTION TYPE

X SEPARATED VB

NON-SEPARATED ALLOWABLE PROVIDED

HEIGHT

STORIES

AREA HEIGHT

STORIES

AREA

MOST RESTRICTIVE USE GROUP FT SF FT SF

GROUP: S-2 40 2 13,500 25.1 1 6,133

GROUP: B 40 2 9,000 20.2 1 819

GROUP: A-3 40 1 6,000 20.2 1 5,995

504.3 HEIGHT INCREASE - SPRINKLER

506 AREA MODIFICATIONS

506.2 FRONTAGE INCREASE

TOTAL AREA INCREASE PERMITTED

MAX. PERMITTED HEIGHT & AREA 40 1 28,500 25.1 1 12,947

INCIDENTAL ACCESSORY USES - TABLE 509

ROOM OR AREA SEPARATION AND/OR PROTECTION

FURNACE ROOM > 400,000 BTUH

APPLICABLE X NOT APPLICABLE 1 HR OR AUTOMATIC FIRE EXTINGUISHING…

BOILER > 15 SI & 10 HP

APPLICABLE X NOT APPLICABLE 1 HR OR AUTOMATIC FIRE EXTINGUISHING…

REFRIGERANT MACHINERY

APPLICABLE X NOT APPLICABLE 1 HR OR AUTOMATIC FIRE EXTINGUISHING…

HYDROGEN CUTOFF

APPLICABLE X NOT APPLICABLE 1 HR OR AUTOMATIC FIRE EXTINGUISHING…

INCINERATOR ROOMS X NOT APPLICABLE

PAINT SHOPS NOT H, IN OCC. NOT F.

APPLICABLE X NOT APPLICABLE 2 HR OR 1 HR AND AUTOMATIC SPRINKLER…

LAB & VOCATIONAL NOT H IN E

APPLICABLE X NOT APPLICABLE 1 HR OR AUTOMATIC FIRE EXTINGUISHING…

LAB NOT H IN I-2

APPLICABLE X NOT APPLICABLE 1 HR OR AUTOMATIC FIRE EXTINGUISHING…

LAB NOT IN AMBULATORY CARE

APPLICABLE X NOT APPLICABLE 1 HR OR AUTOMATIC FIRE EXTINGUISHING…

LAUNDRY ROOMS > 100 SF

APPLICABLE X NOT APPLICABLE 1 HR OR AUTOMATIC FIRE EXTINGUISHING…

LAUNDRY ROOMS > 100 SF IN I-2

APPLICABLE X NOT APPLICABLE 1 HR

GROUP I3 CELLS OR GROUP I2 W/PADDED CEELS OR PATIENT ROOMS

APPLICABLE X NOT APPLICABLE 1 HR

AMBULATORY CARE OR GROUP I2 WASTE/LINEN COLLECTION W/ CONTAINERS > 10 CUBIC FEET

APPLICABLE X NOT APPLICABLE 1 HR

ALL OTHER OCCUPANCIES, WASTE/LINEN OVER 100 PSF

APPLICABLE X NOT APPLICABLE 1 HR OR AUTOMATIC FIRE EXTINGUISHING…

AMBULATORY CARE OR GROUP I2 STORAGE > 100 PSF

APPLICABLE X NOT APPLICABLE 1 HR

STATIONARY BATTERY STORAGE

APPLICABLE X NOT APPLICABLE 1 HR IN B,F,M,S, & U 2 HR IN A,E, I & E

SEPARATED OCCUPANCY - 508.4 X APPLICABLE NOT APPLICABLE

510 SPECIAL PROVISIONS

510.2 HORIZONTAL BUILDING SEPARATION ALLOWANCE

HORIZONTAL ASSEMBLY RATING: 3 HR REQUIRED 3 HR PROVIDED

PODIUM CONSTRUCTION TYPE: IA REQUIRED IA PROVIDED

TOWER CONSTRUCTION TYPE: IIIA REQUIRED IIIA PROVIDED

SHAFT, STAIR & RAMP ENCLOSURES 2 HR REQUIRED 2 HR PROVIDED

PODIUM FULLY SPRINKLERED N/A REQUIRED N/A PROVIDED

SMALLER ALLOWABLE MAX HEIGHT 75 FT REQUIRED 25.1 FT PROVIDED

PROJECT DESCRIPTION:

NEW TOWNSHIP BUILDING FOR TYRONE TOWNSHIP, LOCATED AT 3129 SHERMANS VALLEY ROAD, LOYSVILLE, PA 17047. THIS BUILDING INCLUDES THE TOWNSHIP

OFFICE, A COMMUNITY HALL, AND GARAGES/STORAGE FOR TOWNSHIP VEHICLES.

INTERNATIONAL BUILDING CODE INFORMATION SUMMARY

PROJECT: TYRONE TOWNSHIP BUILDING

COUNTY: PERRY

MUNICIPALITY: TYRONE TOWNSHIP

APPLICABLE CODES:

2018 INTERNATIONAL BUILDING CODE

2018 PENNSYLVANIA FIRE CODE

2015 PENNSYLVANIA ENERGY CODE

2018 PENNSYLVANIA BUILDING PERFORMANCE CODE

2017 PENNSYLVANIA ELECTRICAL CODE

CHAPTER 6: CONSTRUCTION TYPE - TABLE 601

CONSTRUCTION TYPE TYPE: VB

REQUIRED FIRE RESISTANCE RATING

0 HR TYPE VB

0 HR TYPE VB

0 HR TYPE VB

TABLE 602 BELOW

0 HR TYPE VB

0 HR TYPE VB

0 HR TYPE VB

TABLE 602 REQUIREMENTS

FIRE RESISTANCE RATING

1 HR APPLICABLE X NOT APPLICABLE

1 HR APPLICABLE X NOT APPLICABLE

0 HR APPLICABLE X NOT APPLICABLE

0 HR X APPLICABLE NOT APPLICABLE

1 HR APPLICABLE X NOT APPLICABLE

1 HR APPLICABLE X NOT APPLICABLE

0 HR APPLICABLE X NOT APPLICABLE

0 HR X APPLICABLE NOT APPLICABLE

1 HR APPLICABLE X NOT APPLICABLE

1 HR APPLICABLE X NOT APPLICABLE

0 HR APPLICABLE X NOT APPLICABLE

0 HR X APPLICABLE NOT APPLICABLE

CHAPTER 7: FIRE & SMOKE PROTECTION FEATURES

PROPOSED MINIMUM FIRE SEPARATION…

X NONE NFPA 13

FIRE SEPERATION DISTANCE DEGREE OF OPENING PROTECTION ALLOWABLE AREA

APPLICABLE X NOT APPLICABLE UNPROTECTED - NS NOT PERMITTED

APPLICABLE X NOT APPLICABLE UNPROTECTED - S NOT PERMITTED

APPLICABLE X NOT APPLICABLE PROTECTED NOT PERMITTED

APPLICABLE X NOT APPLICABLE UNPROTECTED - NS NOT PERMITTED

APPLICABLE X NOT APPLICABLE UNPROTECTED - S 15%

APPLICABLE X NOT APPLICABLE PROTECTED 15%

APPLICABLE X NOT APPLICABLE UNPROTECTED - NS 10%

APPLICABLE X NOT APPLICABLE UNPROTECTED - S 25%

APPLICABLE X NOT APPLICABLE PROTECTED 25%

APPLICABLE X NOT APPLICABLE UNPROTECTED - NS 15%

APPLICABLE X NOT APPLICABLE UNPROTECTED - S 45%

APPLICABLE X NOT APPLICABLE PROTECTED 45%

APPLICABLE X NOT APPLICABLE UNPROTECTED - NS 25%

APPLICABLE X NOT APPLICABLE UNPROTECTED - S 75%

APPLICABLE X NOT APPLICABLE PROTECTED 75%

APPLICABLE X NOT APPLICABLE UNPROTECTED - NS 45%

APPLICABLE X NOT APPLICABLE UNPROTECTED - S NO LIMIT

APPLICABLE X NOT APPLICABLE PROTECTED NO LIMIT

APPLICABLE X NOT APPLICABLE UNPROTECTED - NS 70%

APPLICABLE X NOT APPLICABLE UNPROTECTED - S NO LIMIT

APPLICABLE X NOT APPLICABLE PROTECTED NO LIMIT

X APPLICABLE NOT APPLICABLE UNPROTECTED - NS NO LIMIT

APPLICABLE X NOT APPLICABLE UNPROTECTED - S NO LIMIT

APPLICABLE X NOT APPLICABLE PROTECTED NO LIMIT

CHAPTER 7: FIRE & SMOKE PROTECTION FEATURES

ITEM REFERENCE SECTION

SHAFT ENCLOSURES SECTION 712 RATING

ESCALATOR IN SPRK. BUILDING 712.1.3 APPLICABLE X NON-APPLICABLE

NON-EXIT STAIR, SPRINKLERED APPLICABLE X NON-APPLICABLE

MIN. RATING 4 OR MORE STORIES 713.4 APPLICABLE X NON-APPLICABLE

MIN. RATING < 4 STORIES 713.4 X APPLICABLE NON-APPLICABLE

REFUSE/LAUNDRY CHUTES 713 APPLICABLE X NON-APPLICABLE

ELEVATOR/DUMBWAITER SHAFT 713 APPLICABLE X NON-APPLICABLE

HOISTWAY PROTECTION - NON-HIGH RISE 3006.2 APPLICABLE X NON-APPLICABLE

EXIT ENCLOSURE 711, 1023.2

MIN RATING 4 OR MORE STORIES 711, 1023.2 APPLICABLE X NON-APPLICABLE

MIN RATING < 4 STORIES 711, 1023.2 X APPLICABLE NON-APPLICABLE

CORRIDOR WALLS 708, 1020.1 APPLICABLE NON-APPLICABLE

TABLE 1020.1 SEE CHAPTER 10 ANALYSIS BELOW

FIRE DOOR & SHUTTER

FIRE WALLS & BARRIERS > 1HR TABLE 716.1 X APPLICABLE NON-APPLICABLE

ENCLOSURES FOR SHAFTS. INTERIOR EXIT

STAIRWAYS AND INTERIOR EXIT RAMPS

TABLE 716.1 APPLICABLE X NON-APPLICABLE

FIRE PARTITIONS INCLUDING CORRIDOR WALLS TABLE 716.1 APPLICABLE NON-APPLICABLE

EXTERIOR WALLS TABLE 716.1 APPLICABLE X NON-APPLICABLE

CHAPTER 8: INTERIOR FINISHES - TABLE 803.13

USE GROUP

INTERIOR EXIT STAIRS, RAMPS AND EXIT

PASSAGEWAYS - NONSPRINKLERED

CORRIDORS AND ENCLOSURE FOR EXIT ACCESS

STAIRWAYS AND RAMPS - FULLY SPRINKLERED

ROOMS AND ENCLOSED SPACES - FULLY SPRINKLERED

A-3 CLASS A CLASS A CLASS C

B CLASS A CLASS B CLASS C

S-2 CLASS B CLASS B CLASS C

CHAPTER 9: FIRE PROTECTION SYSTEMS

REFER TO FIRE PROTECTION DRAWINGS, FIRE ALARM DRAWINGS, AND ELECTRICAL DRAWINGS

ITEM REFERENCE SECTION

FIRE EXTINGUSIHERS 906.3 (1)

ORDINARY (MODERATE) HAZARD

OCCUPANCY

MINIMUM RATED SINGLE EXTINGUISHER MAX FLOOR AREA PER UNIT A MAX FLOOR AREA PER EXTINGUISHER MAXIMUM TRAVEL DISTANCE TO FE

2-A 1,500 SF 11,250 SF 75 FT

CHAPTER 10: MEANS OF EGRESS

OCCUPANT LOAD, TABLE 1004.5

OCCUPANCY PERSON LOAD FACTOR SF

OCCUPANT LOAD PER

OCCUPANCY

KITCHEN 200 GROSS PERSONS 909 5

PRIMARY STRUCTURAL FRAME

BEARING WALL - EXTERIOR

BEARING WALL - INTERIOR

NONBEARING WALL - INTERIOR

NONBEARING WALL - EXTERIOR

FLOOR CONST. & ASS. MEMBERS

ROOF CONST. & ASS. MEMBERS

CONSTRUCTION TYPE OCCUPANCY

TYPE VB A-3

TYPE VB B

TYPE VB S-2

FIRE SEPARATION DISTANCE

X < 5b

5 ≤ X ≤ 10

10 ≤ X ≤ 30

X ≥ 30

X < 5b

5 ≤ X ≤ 10

10 ≤ X ≤ 30

X ≥ 30

X < 5b

5 ≤ X ≤ 10

10 ≤ X ≤ 30

X ≥ 30

0 TO LESS THAN 3

3 TO LESS THAN 5

5 TO LESS THAN 10

10 TO LESS THAN 15

15 TO LESS THAN 20

25 TO LESS THAN 30

20 TO LESS THAN 25

30 OR GREATER

TOWNSHIP OFFICE 150 GROSS PERSONS 402 3

X

X

LOBBY/COMMUNITY HALL 15 NET PERSONS 4213 281

UTILITY ROOM 300 GROSS PERSONS 214 1

SUPPLY ROOM 500 GROSS PERSONS 389 1

GARAGE 500 GROSS PERSONS 5691 12

TOTAL 12201 306

EXIT ACCESS TRAVEL DISTANCE, TABLE 1017.2

OCCUPANCY USE GROUP ALLOWABLE - FT ACTUAL - FT (WORST CASE)

STORAGE, GROUP S-2 300 129.33

BUSINESS, GROUP B 200 84

ASSEMBLY, GROUP A-3 200 101.67

DEAD ENDS - S-2, B, & A-2 20 0

REFERENCE FOLLOWING LIFE SAFETY PLANS AND TABLES

ACCESSIBLE MEANS OF EGRESS SECTION 1009

REQUIRED ACC. MEANS OF … SECTION 1009.1 X APPLICABLE NON-APPLICABLE

ACC. ELEVATORS > 4 STORIES SECTION 1009.2.1 APPLICABLE X NON-APPLICABLE

ELEVATOR AREA OF REFUGE SECTION 1009.4 APPLICABLE X NON-APPLICABLE

ACC. STAIRS MIN 48" W/ AREA

OF REFUGE

SECTION 1009.3 APPLICABLE X NON-APPLICABLE

MIN 48" WIDTH 1009.3 APPLICABLE X NON-APPLICABLE

AREA OF RUFUGE 1009.3 APPLICABLE X NON-APPLICABLE

CORRIDORS

RATING FOR SPRKLR BLG X SECTION 1020 0 HR REQUIRED 0 HR PROVIDED

CHAPTER 11: ACCESSIBLITY

PARKING AND PASSENGER

LOADING FACILITIES

SECTION 1106.1 70 REQUIRED 81 PROVIDED

BASED ON X

SPACES

ACCESSIBLE DWELLING AND

SLEEPING UNITS

SECTION 1107 0 REQUIRED 0 PROVIDED

SPECIAL OCCUPANCIES SECTION 1108 0 REQUIRED 0 PROVIDED

ACCESSIBLE RAMPS SECTION 1012 0 REQUIRED 0 PROVIDED

CHAPTER 29 - FIXTURE CALCULATIONS - SEE TABLE 2902.1

M

WATERCLOSETS TABLE 2902.1

2 REQUIRED 2 PROVIDED SEE IPC 2018, SECTION 424.2

F 2 REQUIRED 3 PROVIDED

TABLE 2902.1 0 REQUIRED 1 PROVIDED SEE IPC 2018, SECTION 424.2M URINALS

M

LAVATORIES TABLE 2902.1

2 REQUIRED 2 PROVIDED

F 2 REQUIRED 2 PROVIDED

N/A REQUIRED 1 PROVIDEDU

DRINKING FOUNTAINS TABLE 2902.1 1 REQUIRED 2 PROVIDED

SERVICE SINK TABLE 2902.1 1 REQUIRED 1 PROVIDED

2015 IECC REQUIREMENTS

COUNTY CLIMATE ZONE 5A

TABLE C402.1.3 REQUIREMENTS

ROOF - INSULATION ABOVE DECK

INSULATION ABOVE DECK R-30CI REQUIRED PROVIDED

WALLS ABOVE GRADE

MASS R-20 REQUIRED PROVIDED

WALLS BELOW GRADE

MASS R-7.5CI REQUIRED PROVIDED

SLAB ON GRADE

UNHEATED R-10 FOR 24" BELOW REQUIRED PROVIDED

HEATED R-15 FOR 24" BELOW REQUIRED PROVIDED

OPAQUE DOORS

NON-SWINGING R-4.75 REQUIRED PROVIDED

PERRY

N/A REQUIRED 1 PROVIDEDU

CONFERENCE ROOM 150 GROSS PERSONS 3417

R-30CI

R-20

R-7.5CI

R-10 FOR 24" BELOW

R-15 FOR 24" BELOW

R-4.75

SCALE

PROJECT NUMBER

DATE

DRAWN BY

CHECKED BY

130 FARM LANE

STATE COLLEGE, PA

(814)-271-0770

OFFICE@BOYLE-ENG.COM

WWW.BOYLE-ENG.COM

15 EAST MAIN STREET

NEW BLOOMFIELD, PA

(717)-275-7531

1/2" = 1'-0"

/6

/2

:3

:0

P M

G-101

CODE ANALYSIS -

PHASE 2

2023-051

TWP BUILDING

TYRONE TOWNSHIP

07/06/2026

H.WELCH

N.BOYLE

NO. DESCRIPTION DATE

PHASE 1 INFORMATION PROVIDED FOR

INFORMATION ONLY, CONTRACTOR TO

VERIFY AS-BUILT CONDITION

NICOLAS PAIRICK BOYLE

SCALE

PROJECT NUMBER

DATE

DRAWN BY

CHECKED BY

130 FARM LANE

STATE COLLEGE, PA

(814)-271-0770

OFFICE@BOYLE-ENG.COM

WWW.BOYLE-ENG.COM

15 EAST MAIN STREET

NEW BLOOMFIELD, PA

(717)-275-7531

/6

/2

:3

:0

P M

G-102

GENERAL NOTES -

PHASE 2

2023-051

TWP BUILDING

TYRONE TOWNSHIP

07/06/2026

H.WELCH

N.BOYLE

PROPERTY OWNER:

TYRONE TOWNSHIP

P.O. BOX 116

LANDISBURG, PA 17040

CONTACT: MICHAEL SHEAFFER

PHONE: (717) 789-4377

DEFFERED SUBMISSION:

-TRUSS PLAN DESIGNED PER INDICATED LOADS, &

FOLLOWING NOTE 9.

STRUCTURAL DESIGN CRITERIA:

A. CODES, STANDARDS, AND REFERENCES

1. INTERNATIONAL BUILDING CODE, IBC 2018

2. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, ASCE 7-16

3. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 318-14.

4. BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES, ACI 530-13.

B. DESIGN LOADS

1. GRAVITY LOADS:

ALL DEAD AND LIVE LOADS ARE DETERMINED IN ACCORDANCE WITH THE IBC 2018 AND ASCE 7. DEAD LOADS ARE BASED ON THE ACTUAL WEIGHT OF CONSTRUCTION AND BUILDING MATERIALS. NO REDUCTIONS TO

ROOF LIVE LOAD.

2. SNOW LOADS

THE SNOW LOADS PRESENTED HERE ARE CALCULATED BASED ON ASCE 7-16.

RISK CATEGORY: II (TABLE 1.5-1, ASCE 7-16)

IMPORTANCE FACTOR: 1.0 (TABLE 1.5-2, ASCE 7-16)

GROUND SNOW LOAD, Pg: 30 PSF (FIGURE 7.2-1, ASCE 7-16) SNOW EXPOSURE FACTOR, Ce: 0.9 (TABLE 7.3-1, ASCE 7-16) THERMAL FACTOR, Ct: 0.9 (TABLE 7.3-2, ASCE 7-16) SLOPED ROOF SNOW LOAD, Ps: 18.9 PSF ADDITIONAL LOCALIZED LOADS FROM SNOW DRIFTS ARE CONSIDERED IN THE DESIGN OF LOWER ROOFS.

3. WIND LOADS

THE WIND LOADS PRESENTED HERE ARE CALCULATED BASED ON ASCE 7-16.

RISK CATEGORY: II (TABLE 1.5-1, ASCE 7-16)

BASIC WIND SPEED (MRI = 1,700 YEARS): 115 MPH (FIGURE 26.5-1B, ASCE 7-16)

SURFACE ROUGHNESS CATEGORY: C (26.7.2, ASCE 7-16)

EXPOSURE CATEGORY: C (26.7.3, ASCE 7-16)

WIND DIRECTIONALUTY FACTOR, Kd: 0.85 (TABLE 26.6-1, ASCE 7-16)

INTERAL PRESSURE COEFFICIENT: +/- 0.18 (TABLE 26.13-1, ASCE 7-16)

4.. SEISMIC LOADS

SEISMIC LOADS ARE DETERMINED IN ACCORDANCE WITH ASCE 7-16.

RISK CATEGORY: II (TABLE 1.5-1, ASCE 7-16)

IMPORATANCE FACTOR: 1.0 (TABLE 1.5-2, ASCE 7-16)

SITE CLASS: D (20.1, ASCE 7-16)

SEISMIC DESIGN CATEGORY: A (TABLE 11.6-1 & TABLE 11.6-2, ASCE 7-16)

5.STABILITY

THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER IS FULLY COMPLETED.

CONSTRUCTION MEANS AND METHODS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY. THE

CONTRACTOR MUST DETERMINE DEMOLITION AND ERECTION PROCEDURE AND SEQUENCE, WHICH WILL ENSURE THE STABILITY OF THE BUILDING DURING ALL STAGES OF DEMOLITIION AND CONSTRUCTION. SUCH MEANS AND METHODS ARE NOT SHOWN WITHIN THE PLANS AND ARE SOLELY THE RESPONSIBILITY OF THE

CONTRACTOR.

6. FOUNDATIONS

BOTTOM OF FOOTING ELEVATION (BFE) SHALL BE AS INDICATED.

A BEARING CAPACITY OF 3,000 PSF FOR FOOTING DESIGN HAS BEEN ASSUMED. IF SOIL CAPACITY IS NOT ENCOUNTERED AT ELEVATIONS INDICATED IN THE PLANS, FOOTING SHALL BE INCREASED IN SIZE OR

LOWERED AS DIRECTED BY THE ENGINEER,

7. CONCRETE

ALL CONCRETE WORK SHALL CONFROM TO ALL REQUIREMENTS OF THE CURRENT ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE" AND ACI 117 "STANDARD SPECIFICATIONS FOR TOLERANCES FOR CONCRETE

CONSTRUCTION AND MATERIALS" WITH THE FOLLOWING SUPPLEMENT REQUIREMENTS:

ALL CONCRETE SHALL BE NORMAL WEIGHT WITH TYPE I OF TYPE II PORTLAND CEMENT CONFORMING TO ASTM

C150 AND AGGREGATES CONFROMING TO ASTM C33.

LOCATION - FOOTING & FOUNDATION WALLS 28-DAY STRENGTH - 3,500 PSI W/C - 0.55 AIR CONTENT - 4%-6%

FIBER - NONE REBAR - AS INDICATED IN PLANS

LOCATION - SLAB 28-DAY STRENGTH - 4,000 PSI W/C - 0.55 AIR CONTENT - 4%-6%

FIBER - YES REBAR - AS INDICATED IN PLANS

MINIMUM CLEAR CONCRETE COVERS AS FOLLOWS:

CONCRETE CAST AGAINST EARTH - 3"

CONCRETE EXPOSED TO WEATHER: #5 & SMALLER, ALL WWF - 1-1/2"

#6 & LARGER - 2"

CONCRETE NOT EXPOSED TO WEATHER - 3/4"

CONCRETE SHALL BE PLACED AT THE SITE WITHIN 90 MINUTES AFTER WATER HAS BEEN ADDED TO THE CEMENT AND CONCRETE. ADDITIONAL WATER TO THE CONCRETE MIX AT THE SITE IS NOT ALLOWED. ALL WATER MUST BE

ADDED AT THE BATCH PLANT.

MAXIMUM SLUMP SHALL BE 4" ± 1", AS DETERMINED IN ACCORDANCE WITH ASTM C143.

ALL CONCRETE SURFACES SHALL BE BROOM FINISHED.

8. WOOD FRAMING

ALL WOOD CONSTRUCTION SHALL CONFORM TO ALL REQUIREMENTS OF THE "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", ANSI/AF&PA NDS (INCLUDING SUPPLEMENT "DESIGN VALUES FOR WOOD CONSTRUCTION") AND " NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS

CONSTRUCTION", ANSI/TPI1, TRUSS PLATE INSTITUTE (TPI).

ALL WOOD FRAMING IN DIRECT CONTACT WITH CONCRETE, EXPOSED TO WEATHER, OR WITHIN 8" OF EXPOSED

GROUND SHALL BE PRESSURE TREATED.

ALL FASTENERS IN CONTACT WITH TREATED WOOD SHALL BE HOT-DIPPED GALVANIZED UNLESS STATED

OTHERWISE.

FASTERNER TYPE, NUMBER, AND NOMINAL SIZE SHALL BE PER IBC 2304.10.

9. WOOD TRUSSES

CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN, FABRICATION, & ERECTIONS OF THE WOOD TRUSSES.

TRUSS CONFIGURATIONS SHOWN ARE EXAMPLES ONLY.

TRUSS SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE

STATE OF THE PROJECT.

NO INCREASE IN ALLOWABLE STRESS, PLATE INCREASE, LUMBER INCREASE, REPETITIVE STRESS INCREASE, OR

ANY OTHER TYPES OF LOAD REDUCTION OR STRESS INCREASES WILL BE PERMITTED.

TRUSS DESIGN SHALL INCLUDE ALL TEMPORARY & PERMANENT BRACING.

10. METAL PANELS

ALL ROOF & WALL SHEATHING SHALL BE 29 GAUGE (OR THICKER GAUGE) CORRUGATED METAL PANELS WITH

MAJOR RIBS SPACED AT 9" O/C.

FASTENERS SHALL BE #10 X 1-1/2" SCREWS.

TRIM PIECES AND GUTTERS SHALL BE INSTALLED PER TRIM MANUFACTURERS SPECIFICATIONS.

OWNER SHALL SELECT COLOR OF METAL PANELS, TRIM, GUTTERS, & DOWNSPOUTS.

ALL ROOF & SIDING TRIM SHALL BE METAL.

MATERIAL TESTING CRITERIA:

CONCRETE

MATERIAL TESTS SHALL CONFORM TO IBC 2018 SECTIONS 1705.3.2 & 1903.

NO. DESCRIPTION DATE

PHASE 1 INFORMATION PROVIDED FOR

INFORMATION ONLY, CONTRACTOR TO

VERIFY AS-BUILT CONDITION

NICOLAS PAIRICK BOYLE

馴GINE巨R

No, PEO85521

NICOLAS PAIRICK BOYLE

FRZ

WH

WH

R a n g e

SD

SD

SD

SD

SD

SD

SD

MAX TRAVEL DISTANCE = 101'-8"

MAX ALLOWABLE TRAVEL DISTANCE = 200' (ASSEMBLY)

KITCHEN AREA

TOWNSHIP OFFICE

CONFERENCE

ROOM

MEN'S

RESTROOM

WOMEN'S

RESTROOM

UTILITY ROOM

SUPPLY ROOM

GARAGE AREA

UNISEX

RESTROOM

WASH BAY

SAFETY BOLLARD (TYP)

ACCESSIBLE ENTRANCE

ACCESSIBLE ENTRANCE

ACCESSIBLE ENTRANCE

ACCESSIBLE ENTRANCE

ACCESSIBLE ENTRANCE

ACCESSIBLE ENTRANCE

LOBBY

SD

MAX TRAVEL DISTANCE = 84'-0"

MAX ALLOWABLE TRAVEL DISTANCE

= 200' (BUSINESS)

SD

MAX TRAVEL DISTANCE = 129'-4"

MAX ALLOWABLE TRAVEL DISTANCE = 300' (STORAGE)MAX TRAVEL DISTANCE = 59'-1"

MAX ALLOWABLE TRAVEL DISTANCE = 200' (ASSEMBLY)

COMMUNITY HALL

SD

SD

LIFE SAFETY FIXTURES SPEFICIATIONS

FIXTURE DESCRIPTION

SMOKE DETECTOR

ULINE H-9466 "SMOKE DETECTOR - LITHIUM

BATTERY" OR APPROVED EQUIVALENT

SYMBOL LEGEND

SD

- SMOKE DETECTOR

- PATH OF TRAVEL

SCALE

PROJECT NUMBER

DATE

DRAWN BY

CHECKED BY

130 FARM LANE

STATE COLLEGE, PA

(814)-271-0770

OFFICE@BOYLE-ENG.COM

WWW.BOYLE-ENG.COM

15 EAST MAIN STREET

NEW BLOOMFIELD, PA

(717)-275-7531

As indicated

/6

/2

:3

:0

P M

G-103

LIFE SAFETY PLAN -

PHASE 2

2023-051

TWP BUILDING

TYRONE TOWNSHIP

07/06/2026

H.WELCH

N.BOYLE

1/8" = 1'-0"

LIFE SAFETY PLAN - COMMUNITY HALL

NO. DESCRIPTION DATE

PHASE 1 INFORMATION PROVIDED FOR

INFORMATION ONLY, CONTRACTOR TO

VERIFY AS-BUILT CONDITION

NICOLAS PAIRICK BOYLE

馴GINE巨R

No, PEO85521

NICOLAS PAIRICK BOYLE

WH

R a n g e

PHASE 1

PHASE 2

PHASE 3

PHASE 1 - IS EXCLUDED FROM THIS PLAN SET & ASSUMED TO HAVE BEEN COMPLETED

PHASE 2 - SHOWN AND DETAILED IN THESE PLANS

PHASE 3 - IS EXCLUDED FROM THIS PLAN SET & ARE TO BE COMPLETED AT A FUTURE TIME.

SCALE

PROJECT NUMBER

DATE

DRAWN BY

CHECKED BY

130 FARM LANE

STATE COLLEGE, PA

(814)-271-0770

OFFICE@BOYLE-ENG.COM

WWW.BOYLE-ENG.COM

15 EAST MAIN STREET

NEW BLOOMFIELD, PA

(717)-275-7531

1/16" = 1'-0"

/6

/2

:3

:0

P M

G-104

PHASE KEY &

ISOMETRIC

2023-051

TWP BUILDING

TYRONE TOWNSHIP

07/06/2026

H.WELCH

N.BOYLE

1/16" = 1'-0"

FLOOR PLAN - PHASE KEY

PHASE 1

PHASE 1 & PHASE 2

PHASE 2

ALL PHASES

PHASE 3

NO. DESCRIPTION DATE

PHASE 1 INFORMATION PROVIDED FOR

INFORMATION ONLY, CONTRACTOR TO

VERIFY AS-BUILT CONDITION

NICOLAS PAIRICK BOYLE

馴GINE巨R

No, PEO85521

NICOLAS PAIRICK BOYLE

M A

X

M A

X

10" - 24" MAX

M A

X

M A

X

10" MAX

M A

X

10" MAX

M

IN

>20 - 25" MAX

M A

X

20" MAX

M A

X

M

IN

M A

X

R E

A C

H R

A N

G E

S

S

ID

E A

P P

R O

A C

H R

E A

C H

R A

N G

E S

F

R O

N T

A P

P R

O A

C H

ACCESSIBLE REACH RANGES: REFER TO ICC/ANSI A117.1-2017, SECTION 308

NOTE:

WATER SUPPLY & DRAIN

PIPES UNDER LAVATORIES

AND SINKS SHALL BE

INSULATED OR OTHERWISE

CONFIGURED TO PROTECT

AGAINST CONTACT

11" 6"

M A

X

M A

X

IDENTIFICATION SIGNS

1. CHARACTERS AND IDENTIFICATION SYMBOLS ARE TO BE DISTINCLY DIFFERENT FROM THE BACKGROUND IN COLOR

AND CONTRAST.

2. LETTER AND NUMBERS ON SIGNS SHALL BE RAISED 1/32" MIN. SHALL BE A MIN. 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. SEE SIGN MOUNTING LOCATION AT DOORS.

4. TACTILE CHARACTERS SHALL BE 48" MIN. ABOVE THE FLOOR, MEASURED TO THE BASELINE OF THE LOWEST TACTILE CHARACTER AND 60" MAX. ABOVE THE FLOOR, MEASURED TO THE BASELINE OF THE HIGHEST TACTILE CHARACTER.

PROVIDE TACTILE SIGNS FOR ALL EGRESS EXITS AND HANDICAP ACCESSIBLE RESTROOMS

EXIT

M

IN

M

A X

TEXT

TEXT

FINISHED FLOOR

IDENTIFACTION SIGN

(SEE NOTE 3 FOR LOCATION)

12" MAX

42" MIN

54" MIN

39" - 41"

M

IN

M

IN

ACCESSIBLE

LAVATORY

GRAB BARS TOILET TISSUE

DISPENSER

GRAB BARS

WATER CLOSET

MIN

12"

MIN

24"

36" MIN

M

IN

C

L R

15" MIN

M A

X

ACCESSIBLE WATER CLOSET & MOUNTING HEIGHTS:

GENERAL ACCESSIBILITY RULES:

ENTRANCES & DOOR:

1. EVERY REQUIRED ACCESIBLE ENTRANCE OR PASSAGE DOORWAY, SHALL HAVE A MINUMUM OF 32 INCHES OF CLEAR

WIDTH.

2. DOORS SHALL BE CAPABLE OF OPENINGS AT LEAST 90 DEGREES AND SHALL BE MOUNTED SO THAT THE CLEAR

WIDTH OF THE DOORWAY IS NOT LESS THAN 32 INCHES.

3. LATCHING ON LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL, SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWAREOR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE

WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE.

4. LEVER HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 34 INCHES AND 48 INCHES

MAXIMUM ABOVE THE FLOOR.

5. THE FLOOR OR LANDING LENGTH ON EACH SIDE OF AN ENTRANCE OR PASSAGE DOOR SHALL BE LEVEL AND CLEAR AT LEAST 60 INCHES IN THE DIRECTION OF THE DOOR SWING, AND AT LEAST 48 INCHES OPPOSITE THE DIRECTION OF THE DOOR SWING AS MEASURED A RIGHT ANGLES TO THE FACE OF THE DOOR IN THE CLOSED POSITION THE SIDE OF THE LEVEL AND CLEAR AREA ON THE SIDE WHICH THE DOOR SWINGS SHALL EXTEND A MINIMUM OF 18 INCHES (24 INCHES AT EXTERIOR DOORS) PAST THE STRIKE EDGE OF THE DOOR FOR DOORS WITH FRONT APPROACH, 24 INCHES FOR DOORS REQUIRING LATCH SIDE APPROACH, AND 36 INCHES FOR DOORS WITH HINGE SIDE APPROACH REFER TO

DETAIL NO. 3 ON TIS DRAWING FOR ADDITIONAL CLEARANCE REQUIREMENTS.

6. THE FLOOR OR LANDING SHALL NOT BE MORE THAN ½ INCH LOWER THAN THE THRESHOLD OF THE DOORWAY CHANGES IN LEVEL BETWEEN ¼ INCH AND ½ INCH SHALL BE LEVELED WITH A SLOPE NOT GREATER THAN 1-2.

7. THE MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8.5 LBS. FOR EXTERIOR DOORS AND 5 LBS. FOR INTERIOR DOORS, SUCH PULL OR PUSH EFFORT SHALL BE APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO

OPERATE THE DOOR MAY NOT EXCEED 15 LBS.

STAIRS, RAILINGS & HANDRAILS:

1. STAIRS MUST HAVE AT LEAST CLEAR 36 INCHES IN WIDTH AND ALL SURFACES SHALL BE SLIP-RESISTANT.

2. THE TOP OF THE HANDRAILS AT STAIRWAYS SHALL BE 34 INCHES TO 38 INCHES ABOVE THE NOSING OF THE TREADS.

3. HANDRAILS ARE REQUIRED ON RAMPS WHEN THE SLOPE EXCEEDS 1:20. HANDRAILS SHALL RUN ALONG BOTH SIDES OF A RAMP, BE CONTINUOUS THE FULL LENGTH, AND SHALL FOLLOW THE SLOPE OF THE RAMP.

4. THE GRIP SURFACE OF HANDRAILS SHALL BE BETWEEN 1 ¼” AND 2” IN CROSS SECTIONAL DIMENSION OR THE SHAPE SHALL PROVIDE AN EQUIVALENT, SMOOTH GRIPPING SURFACE WITH NO SHARP CORNERS. ALL HANDRAIL ENDS SHALL

BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS.

5. RAILINGS SHALL NOT HAVE OPENINGS WHICH ALLOWS PASSAGE OF A SPHERE OF 4" IN DIAMETER.

GRAB BARS:

1. GRAB BARS SHALL BE LOCATED ON ONE SIDE AND THE BACK OF THE PHYSICALLY DISABLED TOILET STALL OR COMPARTMENT AND SHALL BE SECURELY ATTACHED 35 INCHES ABOVE AND PARALLEL TO THE FLOOR. THESE SHALL BE AT LEAST 42 INCHES LONG WITH THE FRONT END POSITIONED 24 INCHES FROM THE FRONT OF THE WATER CLOSET.

GRAB BARS AT THE BACK SHALL NOT BE LESS THAN 36 INCHES LONG.

2. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR SHALL BE BETWEEN 1-1/4 AND 2 INCHES OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. IF THE GRAB BARS ARE MOUNTED ADJACENT TO THE

WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BARS SHALL BE 1-1/2 INCHES.

3. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS AND SHALL BE DESIGNED TO SUPPORT A 250-POUND FORCE.

ELECTRICAL REQUIREMENTS:

1. THE CENTER OF RECEPTACLE OUTLETS SHALL BE NOT LESS THAN 13 INCHES ABOVE THE FLOOR OR WORKING

PLATFORM.

2. THE CENTER OF THE GRIP OF THE OPERATING HANDLE OF SWITCHES INTENDED TO BE USED BY OCCUPANTS OF A ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES, OR COOLING, HEATING, AND VENTILATION EQUIPMENT, SHALL BE NOT LESS THAN 36 INCHES NOR MORE THAN 48 INCHES ABOVE THE FLOOR OR

WORKING PLATFORM.

6" MAX

24" MIN

PAPER TOWEL DISPENSER

SOAP DISPENSER

(T Y

P

42" MIN

42" MAX

FINISHED FLOOR4

M

A X

T

O C

/T O

F C

O N

T R

O L

M

IN

FINISHED GRADE

E X

T E

R

IO

R W

A L L

2' - 0"

E X

T E

R

IO

R W

A L L

18" MIN

M

IN

CENTERED ON TACTILE

CHARACTERS

RAMPS WALKING

SURFACES

STAIRS

HANDRAIL HEIGHTS:

HANDRAIL CLEARANCE:

1 1/2" MIN

HANDRAIL EXTENSIONS:

TOP HANDRAIL

EXTENSIONS AT STAIRS

12" MIN 12" MIN

TOP & BOTTOM HANDRAIL

EXTENSIONS AT RAMPS

X= TREAD DEPTH

BOTTOM HANDRAIL

EXTENSIONS AT STAIRS

REFER TO ICC/ANSI A117.1-2017

1 1/4" - 2"

FIG. 505.5 & 505.7 FIG. 505.10.2 FIG. 505.10.1 FIG. 505.10.3FIG. 505.4

12" MIN

X X

HANDRAIL CROSS

SECTION

(MAX)

0' - 11"

(M A

X

" OPENINGS SHALL NOT ALLOW PASSAGE OF A 6"

DIAMETER SPHERE

OPENINGS SHALL NOT ALLOW PASSAGE

OF A SPHERE 4-3/8" IN DIAMETER

(ABOVE HANDAIL)

OPENINGS SHALL NOT ALLOW PASSAGE OF A

4" DIAMETER SPHERE (BELOW HANDRAIL)

M

IN

T

O

HANDRAIL

M

IN

30" MIN

3 1/2" MAX

PARALLEL APPROACH

(FOR FOUNTAINS PRIMARILY FOR

CHILDREN'S USAGE)

FORWARD APPROACH

52" MIN

M

IN

5" MAX 15" MIN

DRINKING FOUNTAIN NOTES:

SPOUT OUTLET:

SPOUTS OF WHEELCHAIR ACCESSIBLE DRINKING FOUNTAINS SHALL BE

36" MAX ABOVE THE FINISHED FLOOR ELEVATION. SPOUTS OF

STANDING DRINKING FOUNTAINS SHALL BE 38" MIN TO 43" MAX ABOVE

FLOOR.

SPOUT LOCATION:

THE SPOUT IS TO BE LOCATED 15" MIN FROM THE VERTICAL SUPPORT

AND 5" MAX FROM THE FRONT EDGE OF THE DRINKING FOUNTAIN,

INCLUDING ALL BUMPERS. WHERE PARALLEL APPROACH IS THE

APPROACH PROVIDED, THE SPOUT SHALL BE LOCATED 3-1/2" MAX

FROM THE FRONT EDGE OF THE DRINKING FOUNTAIN, INCLUDING ALL

BUMPERS.

WATER FLOW:

THE SPOUT SHALL PROVIDE WATER FLOW OF 4" MIN IN HEIGHT. THE

ANGLE OF THE WATER STREAM FROM THE SPOUT WITHIN 3" OF THE

FRONT OF THE DRINKING FOUNTAIN SHALL BE 30 DEG MAX AND FROM

SPOUTS BETWEEN 3" AND 5" FROM THE FRONT OF THE DRINKING

FOUNTAIN SHALL BE 15 DEG MAX, MEASURED HORIZONTALLY RELATIVE

TO THE FRONT FACE OF THE DRINKING FOUNTAIN.

SIGN LEGEND

SIGN 1 (EXIT SIGN WITH

TACTILE CHARACTERS)

SIGN 2 (ADA ACCESIBLE RESTROOM /

MEN'S RESTROOM)

SIGN 3 (ADA ACCESIBLE RESTROOM /

WOMEN'S RESTROOM)

SIGN 4 (ADA ACCESIBLE RESTROOM /

UNISEX RESTROOM)

SIGN 5 (ADA ACCESIBLE SHOWER /

UNISEX SHOWER-ROOM)

M

IN

60" MIN

FLOOR MOUNTED

WATER CLOSET

M

IN

4" MAX 56" MIN

FLOOR MOUNTED

WATER CLOSET

M

IN

35" - 37"

M

IN

17" - 19"

FORWARD APPROACH

52" MIN

M

IN 1

CLEAR FLOOR SPACE - NEW BUILDINGS:

IN NEW BUILDINGS AND FACILITIES, THE CLEAR FLOOR SPACE SHALL

BE 52" MIN IN LENGTH AND 30" MIN IN WIDTH

SCALE

PROJECT NUMBER

DATE

DRAWN BY

CHECKED BY

130 FARM LANE

STATE COLLEGE, PA

(814)-271-0770

OFFICE@BOYLE-ENG.COM

WWW.BOYLE-ENG.COM

15 EAST MAIN STREET

NEW BLOOMFIELD, PA

(717)-275-7531

As indicated

/6

/2

:3

:0

P M

G-105

ADA & EGRESS

DETAILS

2023-051

TWP BUILDING

TYRONE TOWNSHIP

07/06/2026

H.WELCH

N.BOYLE

1/2" = 1'-0"

IDENTIFICATION SIGNS ELEVATION -

PHASE 2

1/2" = 1'-0"

FIRE EXTINGUISHER MOUNTING -

PHASE 2

1/2" = 1'-0"

BOLLARD DETAIL - PHASE 2

1/2" = 1'-0"

ANSI SIGNAGE DETAIL - PHASE 2

1/2" = 1'-0"

IBC GUARDS ON STAIRS & STAIRS -

PHASE 2

1/2" = 1'-0"

ADA WATER FOUNTAIN APPROACH -

PHASE 2

ANSI 117.1-703.10 "HEIGHT ABOVE FLOOR"

1. TACTILE CHARACTERS SHALL BE 48" MIN

ABOVE THE FLOOR MEASURED TO THE BASELINE

OF THE LOWEST TACTILE CHARACTER AND 60"

MAX ABOVE THE FLOOR MEASURED TO THE

BASELINE OF THE HIGHEST TACTILE CHARACTER.

ANSI 117.1-703.11 "LOCATION"

1. WHERE A TACTILE SIGN IS PROVIDED AT A

DOOR, THE SIGN SHALL BE ALONGSIDE THE

DOOR AT THE LATCH SIDE.

2. WHERE A TACTILE SIGN IS PROVIDED AT

DOUBLE DOORS WITH ONE ACTIVE LEAF. THE

SIGN SHALL BE LOCATED ON THE INACTIVE LEAF.

3. WHERE A TACTILE SIGN IS PROVIDED AT

DOUBLE DOORS WITH ACTIVE LEAVES. THE SIGN

SHALL BE TO THE RIGHT OF THE RIGHT-HAND

DOOR.

4. WHERE THERE IS NO WALL SPACE ON THE

LATCH SIDE OF THE SIGNAL DOOR, OR ON THE

RIGHT SIDE OF DOUBLE DOORS SIGNS SHALL BE

ON THE NEAREST ADJACENT WALL.

5. SIGNS CONTAINING TACTILE CHARACTERS

SHALL BE LOCATED SO THAT A CLEAR FLOOR

AREA 18" MIN BY 18" MIN CENTERED ON TACTILE

CHARACTERS IS PROVIDED BEYOND THE ARC OF

ANY DOOR SWING BETWEEN CLOSED POSITION

AND 45 DEGREE OPEN POSTION.

GUARDRAIL NOTES:

1. GUARDRAILS AND HANDRAILS SHALL BE THE PRODUCT OF A COMPANY NORMALLY ENGAGED IN THE MANUFACTURE OF PIPE RAILING.

RAILING SHALL BE SHOP ASSEMBED IN LENGTHS NOT TO EXCEED 24 FEET FOR FIELD ERECTION.

2. THE HANDRAIL SHALL BE MADE OF PIPES JOINED TOGETHER WITH COMPONENT FITTINGS. SAMPLES OF ALL COMPONENTS, BASES, TOE PLATES, AND PIPE SHALL BE SUBMITTED FOR APPROVAL AT THE REQUEST OF THE ENGINEER. COMPONENTS THAT ARE POP-RIVETED OR GLUED AT THE JOINTS WILL NOT BE ACCEPTABLE. ALL COMPONENTS MUST BE MECHANICALLY FASTENED WITH STAINLESS STEEL

HARDWARE.

3. RAILINGS SHALL BE 1 1/4" SCHEDULE 40 ALUMINUM PIPE ALLOY 6105-T5, ASTM-B-429 OR ASTM-B-221.

4. GUARDRAILS AND HANDRAILS SHALL BE DESIGNED TO WITHSTAND A 200 LB CONCENTRATED LOAD APPLIED IN ANY DIRECTION AND AT ANY POINT ON THE TOP RAIL. GUARDRAILS AND HANDRAILS SHALL ALSO BE DESIGNED TO WITHSTAND A UNIFORM LOAD OF 50 LB/FT APPLIED HORIZONTALLY TO THE TOP RAIL. UNIFORM LOADS ARE NOT TO BE APPLIED SIMULTANEOUSLY WITH THE CONCENTRATED LOADS.

5. BALLASTS AND INTERMEDITATE RAILING SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 LB ON AN

AREA NOT TO EXCEED 1 SQFT INCLUDING OPENINGS AND SPACE BETWEEN RAILS.

6. THE MANUFACTURER SHALL SUBMIT CALCULATIONS FOR APPROVAL AT THE REQUEST OF THE ENGINEER. TESTING OF BASE CASTINGS OR BASE EXTRUSIONS BY AN INDEPENDENT LAB OR MANUFACTURER'S LAB (IF THE LAB MEETS THE REQUIREMENTS OF THE ALUMINUM ASSOC.) WILL BE AN ACCEPTABLE SUBSTITUTE FOR CALCULATIONS. CALCULATIONS WILL BE REQUIRED FOR APPROVAL OF ALL OTHER

DESIGN ASPECTS.

7. POSTS SHALL NOT INTERRUPT THE CONTINUATION OF THE TOP RAIL AT ANY POINT ALONG THE RAILING, INCLUDING CORNERS AND END TERMINATIONS (OSHA 1910.23). THE TOP SURFACE OF THE TOP RAILING SHALL BE SMOOTH AND SHALL NOT BE INTERRRUPTED BY

PROJECTED FITTINGS.

8. CONCRETE ANCHORS SHALL BE STAINLESS STEEL TYPE 303 OR 304 WEDGE ANCHORS AND SHALL BE FURNISHED BY THE HANDRAIL MANUFACTURER. THE ANCHOR DESIGN SHALL INCLUDE THE APPROPRIATE REDUCTION FACTORS FOR SPACING AND EDGE DISTANCES IN

ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED DATA.

9. OPENINGS IN THE RAILING SHALL BE GUARDED BY A SELF-CLOSING GATE (OSHA 1910.23). SAFETY CHAINS SHALL NOT BE USED UNLESS

SPECIFICALLY SHOWN ON THE DRAWINGS.

10. FINISH SHALL BE ALUMINUM ASSOCIATION M10-C22-A41 (215-R1). THE PIPE SHALL BE PLASTIC-WRAPPED. THE PLASTIC WRAP IS TO BE

REMOVED AFTER ERECTION.

11. ALUMINUM SURFACES IN CONTACT WITH CONCRETE, GROUT OR DISSIMILAR METALS WILL BE PROTECTED WITH A COAT OF BITUMINOUS

PAINT, MYLAR ISOLATORS OR OTHER APPROVED MATERIAL.

1/4" = 1'-0"

SIGN LEGEND - PHASE 2

NTS

NTS NTS

NTS NTS NTS

NTS

1/2" = 1'-0"

WHEELCHAIR ACCESSIBLE TOILET

COMPARTMENT - PHASE 2

NTS 1/2" = 1'-0"

AMBULATORY ACCESSIBLE TOILET

COMPARTMENT - PHASE 2

NTS

1/2" = 1'-0"

ADA CLEAR FLOOR SPACE - PHASE 2

NTS

NO. DESCRIPTION DATE

PHASE 1 INFORMATION PROVIDED FOR

INFORMATION ONLY, CONTRACTOR TO

VERIFY AS-BUILT CONDITION

NICOLAS PAIRICK BOYLE

馴GINE巨R

No, PEO85521

NICOLAS PAIRICK BOYLE

WH

R a n g e

KITCHEN AREA*

909 SQUARE FEET

± 14' - 0" ± 22' - 0" ± 14' - 0"

± 50' - 0"

/2

/2

/2

/2

± 48' - 9 1/4"

50' - 0"

LOBBY

1073 SQUARE FEET

D8

D6

P R

O P

O S

E D

E X

H A

U S

T H

O O

D

FLOOR GREASE TRAP

25 GPM / 50 LBS

GARAGE AREA

5691 SQUARE FEET

W

ID

E X

L O

N G

X

D E

E P

F L O

O R

D R

A

IN

P

IT

11' - 8 1/8"

OHD1OHD1OHD1OHD1OHD1OHD1OHD1

D9

2 2

84' - 9 5/8"

A T

T

IC

A C

C E

S S

D O

O R

.5

X

WASH BAY

A T

T

IC

A C

C E

S S

D O

O R

.5

X

A T

T

IC

A C

C E

S S

D O

O R

.5

X

D9

/8

D6

EXHAUST VENT

14'X5' ISLAND

D6

UTILITY ROOM

214 SQUARE FEET

ELECTRICAL PANELS

PT

D3

2 2

MANA-BLOC

SUPPLY ROOM

389 SQUARE FEET

8' - 8"

D2D6

UNISEX

RESTROOM

/2

127' - 6 7/8"

/8

24' - 0" 63' - 1 1/2"

48' - 9 1/4"

20' - 10 3/4"

/8

/4

2' - 0 3/8" 22' - 6 1/4" 17' - 6 1/4"

/8

EXHAUST VENT

4' - 6 3/8" 13' - 5" 16' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0" 16' - 0" 10' - 6 7/8" 3' - 0 5/8"

FLOOR GREASE TRAP

25 GPM / 50 LBS

TOWNSHIP OFFICE

402 SQUARE FEET

CONFERENCE

ROOM

417 SQUARE FEET

MEN'S

RESTROOM

WOMEN'S

RESTROOM

/8

2' - 9 5/8"

5' - 8 3/4"

2' - 9 5/8"

D2 D3

D3

D5

D4

D3

D3

H A

L L W

A Y

D5

A

T T

IC

A

C C

E S

S W

IT

H

P U

L L D

O W

N S

T A

IR

S

D1

/2

27' - 8 1/8"

/2

27' - 8 1/8"

16' - 6 3/8" 14' - 9 1/4" 17' - 4 7/8"

/8

/4

12' - 1 1/8"

/8

/8

33' - 1 7/8"

8' - 3"

RFG

/8

MW

BF

DW

ATTIC ACCESS WITH

PULL DOWN STAIRS

W1 W1

W1

W1

W1

W1

W1

W1

5 5

COMMUNITY HALL

3140 SQUARE FEET

B-104

ATTIC ACCESS WITH

PULL DOWN STAIRS ATTIC ACCESS TABLE

ACCESS POINT DESCRIPTION

PULL DOWN STAIRS

PRECISION LADDERS, LLC, SUPER SIMPLEX DISAPPEARING STAIRWAY, MODEL 1000 OR

APPROVED EQUIVALENT

ATTIC DOOR

FRAME THE ACCESS HOLE WITH 2X FRAMING & COVER OPENING WITH REMOVABLE 3/4"

OSB. PLACE INSULATION OVER REMOVABLE 3/4" OSB.

NOTES:

(1) - ALL PRODUCTS SHALL BE INSTALLED PER MANUFACTURERS REQUIREMENTS.

(2) - PROVIDE AVAILABLE COLOR SAMPLES FOR TOWNSHIP APPROVAL.

(3) - PRIMER SHALL BE SHERWIN-WILLIAMS PVA DRYWALL PRIMER & SEALER OR APPROVED EQUIVALENT.

(4) - PAINT SHALL BE HIGH QUALITY THAT IS COMPATIBLE WITH PRIMER. COLOR & FINISH PER TOWNSHIP APPROVAL. APPLY 2 COATS (MIN), ENSURE EVEN & UNIFORM APPERANCE.

(5) - EPOXY FLOOR COATING SHALL BE WESTCOAT TEMPER-CRETETM SLC SYSTEM. BASE COLOR - CAPE COD GREY. TC-60 COLOR CHIPS -

GRANITE 104.

(6) - CONCRETE FLOOR SEALER SHALL BE SIKAFLOOR R -959SC OR APPROVED EQUIVALENT.

(7) - BASEBOARD TRIM SHALL BE FLEXCO-VCB 4" COVE OR APPROVED EQUIVALENT.

(8) - FR = FIRE RATED

COMMUNITY HALL GYPSUM, PRIMER, & PAINTED BASEBOARD TRIMEPOXY COATEDGYPSUM, PRIMER, & PAINTED

ROOM FINISH SCHEDULE

ROOM WALLS CEILING FLOOR TRIM WALL LEGEND

#2 2X6 STUDS

7/16" OSB (EACH SIDE)

1" METAL SHEATHING (1 SIDE)

1/2" GYPSUM WALL BOARD (1 SIDE)

EXT

INT

DOOR & WINDOW SCHEDULE

MARK

WIDTH X

HEIGHT

MATERIAL TYPE FINISH HARDWARE OPERATION REMARKS DESCRIPTION

TYPE:

DH - DOUBLE HUNG WINDOW

W1 INSULATED VINYL DH - MANUAL -2'-6" X 3'-10" FACTORY PELLA 250 SERIES, WITH GRILLES

SCALE

PROJECT NUMBER

DATE

DRAWN BY

CHECKED BY

130 FARM LANE

STATE COLLEGE, PA

(814)-271-0770

OFFICE@BOYLE-ENG.COM

WWW.BOYLE-ENG.COM

15 EAST MAIN STREET

NEW BLOOMFIELD, PA

(717)-275-7531

As indicated

/6

/2

:4

:5

P M

B-101

FLOOR PLAN -

PHASE 2

2023-051

TWP BUILDING

TYRONE TOWNSHIP

07/06/2026

H.WELCH

N.BOYLE

1/8" = 1'-0"

LEVEL 1 - PHASE 2

NOTES:

1: CONCRETE TO BE EPOXY COATED IN COMMUNITY HALL.

NO. DESCRIPTION DATE

PHASE 1 INFORMATION PROVIDED FOR

INFORMATION ONLY, CONTRACTOR TO

VERIFY AS-BUILT CONDITION

NICOLAS PAIRICK BOYLE

CONTINUOUS RIDGE VENT

METAL ROOFING

METAL SIDING

METAL WAINSCOTING W/ TRIM

CONTINUOUS RIDGE VENT

GUTTER

DOWNSPOUT

CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT

METAL ROOFING

GUTTER

DOWNSPOUT

METAL SIDING

METAL WAINSCOTING W/ TRIM

CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT

CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT

METAL ROOFING

METAL ROOFING

METAL ROOFING

METAL SIDING

METAL WAINSCOTING W/ TRIM

EXHAUST FANEXHAUST FAN

DOWNSPOUT

GUTTER

(PHASE 2 NOT VISIBLE IN THIS ELEVATION)

CONTINUOUS RIDGE VENT

CONTINUOUS RIDGE VENT

METAL ROOFING

METAL ROOFING

CONTINUOUS RIDGE VENT

CONTINUOUS RIDGE VENTCONTINUOUS RIDGE VENT

BOLLARD (TYP)

40"X60" ACCESS DOOR

(RE-USE FROM PHASE 1)

METAL SIDING

METAL WAINSCOTING

W/ TRIM

CONTINUOUS RIDGE VENT

GUTTER

DOWNSPOUT

PAINTED STEEL ROOFING

AC UNITSMETAL SIDING

CONTINUOUS RIDGE VENT

METAL WAINSCOTING

W/ TRIM

CONTINUOUS RIDGE VENT

4 12

GUTTER

DOWNSPOUT

CONTINUOUS RIDGE VENT

GUTTER

DOWNSPOUT

METAL SIDING METAL WAINSCOTING W/ TRIM

SCALE

PROJECT NUMBER

DATE

DRAWN BY

CHECKED BY

130 FARM LANE

STATE COLLEGE, PA

(814)-271-0770

OFFICE@BOYLE-ENG.COM

WWW.BOYLE-ENG.COM

15 EAST MAIN STREET

NEW BLOOMFIELD, PA

(717)-275-7531

1/8" = 1'-0"

/6

/2

:4

:5

P M

B-102

ELEVATIONS -

PHASE 2

2023-051

TWP BUILDING

TYRONE TOWNSHIP

07/06/2026

H.WELCH

N.BOYLE

1/8" = 1'-0"

East - Phase 2

1/8" = 1'-0"

North - Phase 2

1/8" = 1'-0"

South - Phase 2

1/8" = 1'-0"

West - Phase 2

NOTE:

MATCH COLOR SELECTION FROM PHASE 1 FOR

ALL ROOFING , SIDING, WAINSCOTING, TRIM, ROOF

GUTTERS, DOWNSPOUTS, WINDOWS, FASCIA,

SOFFIT, ETC.

NO. DESCRIPTION DATE

PHASE 1 INFORMATION PROVIDED FOR

INFORMATION ONLY, CONTRACTOR TO

VERIFY AS-BUILT CONDITION

NICOLAS PAIRICK BOYLE

/1

R

O O

F P

IT

C

H

/1

R

O O

F P

IT

C

H

/1

R

O O

F P

IT

C

H

/1

R

O O

F P

IT

C

H

/1

R

O O

F P

IT

C

H

/1

R

O O

F P

IT

C

H

/1

R

O O

F P

IT

C

H

/1

R

O O

F P

IT

C

H

4/12 ROOF PITCH 4/12 ROOF PITCH

ALUMINUM GUTTER

7" (MIN)

ALUMINUM GUTTER

7" (MIN)

ALUMINUM GUTTER

7" (MIN)

ALUMINUM GUTTER

7" (MIN)

4' OVERHANG

ALUMINUM GUTTER

7" (MIN)

/1

R

O O

F P

IT

C

H

/1

R

O O

F P

IT

C

H

/1

R

O O

F P

IT

C

H

/1

R

O O

F P

IT

C

H

2' OVERHANG

' O

V E

R H

A N

G

' O

V E

R H

A N

G

' O

V E

R H

A N

G

2' OVERHANG

2' OVERHANG

' O

V E

R H

A N

G

4/12 ROOF PITCH 4/12 ROOF PITCH

4/12 ROOF PITCH 4/12 ROOF PITCH

2' OVERHANG

ALUMINUM GUTTER

7" (MIN)

SCALE

PROJECT NUMBER

DATE

DRAWN BY

CHECKED BY

130 FARM LANE

STATE COLLEGE, PA

(814)-271-0770

OFFICE@BOYLE-ENG.COM

WWW.BOYLE-ENG.COM

15 EAST MAIN STREET

NEW BLOOMFIELD, PA

(717)-275-7531

1" = 10'-0"

/6

/2

:3

:1

P M

B-103

ROOF PLAN - PHASE

2023-051

TWP BUILDING

TYRONE TOWNSHIP

07/06/2026

H.WELCH

N.BOYLE

1" = 10'-0"

LEVEL 1 - PHASE 2 - ROOF VIEW

NO. DESCRIPTION DATE

PHASE 1 INFORMATION PROVIDED FOR

INFORMATION ONLY, CONTRACTOR TO

VERIFY AS-BUILT CONDITION

NICOLAS PAIRICK BOYLE

馴GINE巨R

No, PEO85521

NICOLAS PAIRICK BOYLE

7/16" OSBTOP METAL PANEL

BOTTOM METAL PANEL

ZEE/DOUBLE ANGLE

SIMPSON

STRONG-TIE

TBE6

7" K-STYLE GUTTER W/ 7"

NOMINAL RECTANGULAR

DOWNSPOUT

GUTTER APRON/EAVE EDGE

METAL ROOF

2X PURLINS

TRUSS

FASICA TRIM

CONT. VENTED SOFFIT

F&J CHANNEL

METAL PANEL

2X FRAMING

RAKE TRIM

FASCIA TRIM

2X FASCIA

BOARD

METAL ROOF PANEL

CONT. VENTED SOFFIT

7/16" OSB

SHEATHING

F&J CHANNEL

METAL SIDING

TRUSS TOP CHORD

2X PURLIN

7/16" OSB SHEETING &

METAL SIDING

(EXTERIOR FINISH)

1/2" GYPSUM (INTERIOR FINISH)

2X6 @ 16" OC FRAMING

SINGLE 2X6 BOTTOM PLATES (PT)

DOUBLE 2X6 TOP PLATES

INSULATION

CONCRETE FLOOR

2" THICK R-10 DOW BOARD

INSULATED FOAM BOARD

UNDER ENTIRE SLAB

6MIL. PLASTIC

VAPOR BARRIER

SIMPSON STRONG

TIE'S TBE6

ALUMINUM

GUTTER

2X6 FACE BOARD

2X6 PT SILL PLATE

TREATED MATERIAL .60 CCA

3/4" OSB SUBFLOOR

UTILITY ROOM WIDTH

12' - 0"

C E

IL

IN

G H

E

IG

H T

C

E

IL

IN

G

H E

IG

H

T

APPROX. FINISH

GRADE

6" BELOW TOP

OF WALL

GRADE TO SLOPE

AWAY FROM

FOUNDATION MIN 6"

WITHIN THE 1ST 10'

SOLID CONCRETE WALL

ANCHOR BOLT

METAL ROOFING

(2) 2X6 TOP PLATE

INSULATION

SPACED @ 24"

2X4 GIRTS

VAPOR BARRIER

METAL SIDING

7/16" OSB SHEETING

1/2" GYPSUM

G R

A D

E M

IN

B

E L

O W

ENGINEERED ATTIC TRUSSES

SPACED @ 24" OC

7/16" OSB SHEETING 7/16" OSB SHEETING

INSULATION

CONCRETE FOOTING

2X6 BLOCKING @ 5'

6" 2B STONE

STUDS: 2X6 @ 16" OC

SEE ROOF PLAN

OVERHANG VARIES,

CONTINUOUS VENT

SOFFIT

SCALE

PROJECT NUMBER

DATE

DRAWN BY

CHECKED BY

130 FARM LANE

STATE COLLEGE, PA

(814)-271-0770

OFFICE@BOYLE-ENG.COM

WWW.BOYLE-ENG.COM

15 EAST MAIN STREET

NEW BLOOMFIELD, PA

(717)-275-7531

As indicated

/6

/2

:3

:1

P M

B-104

CROSS-SECTIONS -

PHASE 2

2023-051

TWP BUILDING

TYRONE TOWNSHIP

07/06/2026

H.WELCH

N.BOYLE

1/2" = 1'-0"

WAINSCOATING TRANSITION DETAIL -

PHASE 2

1/2" = 1'-0"

HURRICANE STRAP DETAIL - PHASE 2

3/4" = 1'-0"

TYPICAL EAVE DETAIL - PHASE 2

3/4" = 1'-0"

TYPICAL GABLE DETAIL - PHASE 2

1" = 1'-0"

CORNER SECTION - PHASE 2

3/8" = 1'-0"

CROSS SECTION COMMUNITY HALL

NO. DESCRIPTION DATE

PHASE 1 INFORMATION PROVIDED FOR

INFORMATION ONLY, CONTRACTOR TO

VERIFY AS-BUILT CONDITION

NICOLAS PAIRICK BOYLE

馴GINE巨R

No, PEO85521

NICOLAS PAIRICK BOYLE

14' - 6"

1' - 6"

14' - 6"

1' - 6"

14' - 6"

1' - 6"

14' - 6"

1' - 6"

14' - 6"

1' - 6"

14' - 6"

1' - 6"

14' - 6"

W

ID

E X

' L

O N

G X

D E

E P

M

IN

D R

A

IN

P

IT

CONTROL JOINT

(TYP)

COORDINATE

WITH HVAC

EXTEND FOOTING 2'-0" AT MARKED LOCATIONS,

FOR FUTURE CONSTRUCTION (FOR PHASE 3)

S1

S1

S1

S2 S2

S2

S2

F1/W1

F1/W1

F

/W

F

/W

F1/W1

F

/W

S3

F1/W1

F1 F1

FFE = 650.0'

SLOPE SLAB 1/8" PER FOOT TO CREATE POSITIVE

DRAINAGE FOR DRAIN PIT.

FLOOR DRAIN

(-0',1-7/8")

(TYP)

S1

2' - 8 5/8"

3' - 3"

4' - 6 1/2" 1' - 8 1/8"

3' - 3"

1' - 5 1/2"

2' - 6" 12' - 4 1/2"

/8

S2

F2

S2

24' - 0" 61' - 6 1/8" 3' - 3" 88' - 10 3/8"

/2

/8

F2

F

/W

F

/W

F1/W1

/4

50' - 0"

/4

CONTROL JOINT

(TYP) (ALIGN WITH

PHASE 1 CONTROL

JOINTS)

S1

EXISTING

FOOTER FROM

PHASE 1

FLOOR SLAB SCHEDULE

MARK DESCRIPTION

S1

6" CONCRETE SLAB WITH FIBER MESH & 6X6-W1.4XW1.4 WWF, ON 6"-8" STONE

BASE, COVERED WITH 6 MIL PLASTIC VAPOR BARRIER, 2" THICK R-10 DOW BOARD

INSULATED FOAM BOARD UNDER SLAB WITH 1/2" THERMAL BRAKE BETWEEN WALL

& SLAB.

FOOTING WALL SCHEDULE

MARK THICKNESS (TW) REINFORCEMENT

W1* 8" #4 CONT. REBAR WITHIN 12" FROM TOP

SILL PLATE ANCHORS

ANCHOR BOLT SHALL CONFORM TO ASTM A153 CLASS C.

ANCHOR BOLT AND ALL HARDWARE SHALL BE HOT-DIPPED GALVANIZED.

ANCHOR BOLTS SIZED AND LOCATED PER IBC 2308.3.1.

FOOTING SCHEDULE

MARK WIDTH (W) THICKNESS (T) REINFORCEMENT

F1 24" 10" 3 ROWS #4 CONT. REBAR

W1* - THERE IS A BID ALTERNATE USING CMU AND GROUT FOR FOOTING WALLS

SCALE

PROJECT NUMBER

DATE

DRAWN BY

CHECKED BY

130 FARM LANE

STATE COLLEGE, PA

(814)-271-0770

OFFICE@BOYLE-ENG.COM

WWW.BOYLE-ENG.COM

15 EAST MAIN STREET

NEW BLOOMFIELD, PA

(717)-275-7531

As indicated

/6

/2

:4

:5

P M

S-101

FOOTING PLAN -

PHASE 2

2023-051

TWP BUILDING

TYRONE TOWNSHIP

07/06/2026

H.WELCH

N.BOYLE

1/8" = 1'-0"

FOUNDATION PLAN - PHASE 2

NO. DESCRIPTION DATE

PHASE 1 INFORMATION PROVIDED FOR

INFORMATION ONLY, CONTRACTOR TO

VERIFY AS-BUILT CONDITION

NICOLAS PAIRICK BOYLE

H1H1H1H1H1H1H1 H2H2

H

H2

A T

T

IC

A C

C E

S S

D O

O R

.5

X

A T

T

IC

A C

C E

S S

D O

O R

.5

X

A T

T

IC

A C

C E

S S

W

L L D

O W

N S

T A

IR

S

4' OVERHANG

A T

T

IC

A C

C E

S S

D O

O R

.5

X

H2

H2

2' OVERHANG

' O

V E

R H

A N

G

2' OVERHANG

H2

ATTIC ACCESS WITH

PULL DOWN STAIRS

2' OVERHANG

2' OVERHANG

' O

V E

R H

A N

G

' O

V E

R H

A N

G

ATTIC ACCESS WITH

PULL DOWN STAIRS

2' (MAX) 4

' O

V E

R H

A N

G

4' OVERHANG

2' OVERHANG

H

H

H

H

H

H

TOP CHORD OF TRUSS

2X4 FLATWISE PURLIN (MUST SPAN

FIRST TWO TRUSSES)

VARIES

HEADER SCHEDULE

MARK SIZE

GRADE/

MATERIAL

H3 2"x6" SPF GR 2

REMARKS

2-PLY

LOCATION

ABOVE COMM.

HALL WINDOWS

JACK STUD KING STUD

1 1

SCALE

PROJECT NUMBER

DATE

DRAWN BY

CHECKED BY

130 FARM LANE

STATE COLLEGE, PA

(814)-271-0770

OFFICE@BOYLE-ENG.COM

WWW.BOYLE-ENG.COM

15 EAST MAIN STREET

NEW BLOOMFIELD, PA

(717)-275-7531

As indicated

/6

/2

:3

:1

P M

S-102

ROOF FRAMING -

PHASE 2

2023-051

TWP BUILDING

TYRONE TOWNSHIP

07/06/2026

H.WELCH

N.BOYLE

1/8" = 1'-0"

FLOOR PLAN - PHASE 2 - ROOF

FRAMING

1 1/2" = 1'-0"

OUTLOOKER DETAIL - PHASE 2

E N

G

IN

E E

R E

D A

T T

IC

T

R U

S S

O C

S

IZ

E D

B Y

O T

H E

R S

E N

G

IN

E E

R E

D A

T T

IC

T

R U

S S

O C

S

IZ

E D

B Y

O T

H E

R S

E N

G

IN

E E

R E

D T

R U

S S

O C

S

IZ

E D

B Y

O T

H E

R S

ENGINEERED ATTIC TRUSS @ 24" OC

SIZED BY OTHERS

RIDGE LINERIDGE LINE

RIDGE LINE

ENGINEERED TRUSS

FOR ROOF OVER BUILD

ENGINEERED ATTIC TRUSS @ 24" OC

SIZED BY OTHERS

NO. DESCRIPTION DATE

PHASE 1 INFORMATION PROVIDED FOR

INFORMATION ONLY, CONTRACTOR TO

VERIFY AS-BUILT CONDITION

NICOLAS PAIRICK BOYLE

馴GINE巨R

No, PEO85521

NICOLAS PAIRICK BOYLE

WIRE MESH

5/8" TO 3/4" VIEGAPEX TUBING:

KEEP 4" FROM WALL

RIGID INSULATION

CONCRETE SLAB:

MINIMUM 3/4" CONCRETE COVER

OVER VIEGAPEX TUBING.

EDGE RIGID INSULATION

GRAVEL

COMPACT SUBGRADE

6 MIL (MIN)

POLYTHYLENE FILM

FASTEN TUBING EVERY 2 FEET AND 3

TIMES AT EVERY U-TURN WITH PLASTIC

ZIP-TIES TO HOLD DOWN RETURN

BENDS OR OTHER SHAPES CREATED BY

THE TUBING.

12" SPACING (TYP)

12" SPACING (TYP)

WIRE MESH

5/8" VIEGAPEX TUBING:

KEEP 4" FROM WALL

RIGID INSULATION

FASTEN TUBING EVERY 2 FEET AND 3 TIMES

AT EVERY U-TURN WITH PLASTIC ZIP-TIES

TO HOLD DOWN RETURN BENDS OR OTHER

SHAPES CREATED BY THE TUBING.

GRAVEL

COMPACT SUBGRADE

6 MIL (MIN)

POLYTHYLENE FILM

CONCRETE SLAB:

MINIMUM 3/4" CONCRETE COVER

OVER VIEGAPEX TUBING.

EDGE RIGID INSULATION

LINOLEUM OR VINYL FLOOR

X

TUBE SPACING

TUBING SIZE WITH THE COIL

5/16" 7"

3/8" 8"

1/2" 10"

5/8" 12"

3/4" 14"

1" 18"

1 1/4" 22"

1 1/2" 26"

2" 34"

NOTE:

WHEN THE TUBE SPACING IS LESS THAN

THE MINIMUM BENDING DIMENSION, THE

LOOP ENDS SHALL BE SWEPT OUT TO AT

LEAST THE DIMENSION SHOWN.

OTHERWISE, IF TUBE SPACING IS EQUAL OR

GRATER THAN DIMENSION "X", STANDARD

LOOP MAY BE USED.

W

T

FLOOR SLAB

2" RIGID FOAM

TW

FFE

-0'-6"

-3'-6"

REBAR

REBAR

d

CONCRETE SLAB - SEE PLAN

1/8" WIDE SAWCUT. CUT WHEN SLAB IS

FIRM ENOUGH SO THAT IT IS NOT

DAMAGED BY BLADE. FILL JOINT WITH

JOINT FILLER IN ACCORDANCE WITH

GENERAL STRUCTURAL NOTES

d

CONCRETE SLAB - SEE PLAN

1/4" WIDE X 1" DEEP SAWCUT. CUT

SLAB JOINT AFTER JOINT HAS

OPENING. FILL JOINT WITH JOINT

FILLER.

d /2

PROVIDE 1/4"X4 1/2" SQUARE

DIAMOND DOWELS AT 18" OC.

PROVIDE 3/4" X 1'-4" SMOOTH

SQUARE DOWEL @18" OC

1/8" WIDE SAWCUT. CUT WHEN SLAB

IS FIRM ENOUGH SO THAT IT IS NOT

DAMAGED BY BLADE. FILL JOINT

WITH JOINT FILLER.

d d /2

EXISTINGNEW

8"

DRILL & GROUT INTO EXISTING

SLAB WITH ADHESIVE, PER

MANUFACTUER'S SPECS.

GREASE DOWEL IN NEW SLAB.

C L E

A R

F O

O T

IN

G

T H

IC

K

N E

S S

TO BE INSPECTED AND APPROVED BY

OWNER'S SOIL TESTING AGENCY

COMPACTED SUBGRADE

MEETING MINIMUM ALLOWABLE

BEARING PRESSURE

BEARING SURFACE AND CAPACITY TO BE INSPECTED AND

APPROVED BY OWNER'S SOIL TESTING AGENCY

CONTINUOUS

WATER STOP. TYP.

E Q

E Q

E Q

E Q

E Q

CLASS B TENSION LAP SPLICE (MINIMUM) OR CONTINOUS

2" C

LEAR

EDGE OF SLAB OR

CONSTRUCTION JOINT

(2) #4 X 2'-6" LONG CENTERED IN SLAB (TYPICAL)

NOTES:

1. FOR SLABS 6" THICK AND GREATER, PLACE (2) #4 BARS VERTICALLY IN SLAB.

1/2" THERMAL

BREAK A

A

SLAB

2" RIGID FOAM

1/2" THERMAL BREAK

FOOTING WALL

SCALE

PROJECT NUMBER

DATE

DRAWN BY

CHECKED BY

130 FARM LANE

STATE COLLEGE, PA

(814)-271-0770

OFFICE@BOYLE-ENG.COM

WWW.BOYLE-ENG.COM

15 EAST MAIN STREET

NEW BLOOMFIELD, PA

(717)-275-7531

As indicated

/6

/2

:3

:1

P M

S-103

FOOTING DETAILS -

PHASE 2

2023-051

TWP BUILDING

TYRONE TOWNSHIP

07/06/2026

H.WELCH

N.BOYLE

1" = 1'-0"

SLAB SECTION 1 - PHASE 2

1" = 1'-0"

SLAB SECTION 2 - PHASE 2

1 1/2" = 1'-0"

MANIFOLD TUBING DETAIL - PHASE 2

1" = 1'-0"

TUBE SPACING TABLE - PHASE 2

1" = 1'-0"

F1 DETAIL - PHASE 2

1 1/2" = 1'-0"

TYPICAL SAWCUT CONTROL JOINT

DETAIL - PHASE 2

1 1/2" = 1'-0"

TYPICAL CONSTURCTION JOINT DETAIL

- PHASE 2

1 1/2" = 1'-0"

TYPICAL CONSTRUCTION JOINT DETAIL

(PHASE TO PHASE) - PHASE 2

1" = 1'-0"

TYPICAL CONTINIOUS WALL FOOTING

CONSTUCTION JOINT - PHASE 2

1 1/2" = 1'-0"

TYPICAL SLAB REINFORCING AT WALL

OPENING - PHASE 2

1" = 1'-0"

SECTION A-A - FOOTING TO SLAB

DETAIL - PHASE 2

NO. DESCRIPTION DATE

PHASE 1 INFORMATION PROVIDED FOR

INFORMATION ONLY, CONTRACTOR TO

VERIFY AS-BUILT CONDITION

NICOLAS PAIRICK BOYLE

馴GINE巨R

No, PEO85521

NICOLAS PAIRICK BOYLE

KITCHEN AREA

TOWNSHIP OFFICE

CONFERENCE

ROOM

MEN'S

RESTROOM

WOMEN'S

RESTROOM

UTILITY ROOM

SUPPLY ROOM

GARAGE AREA

LOBBY

COMMUNITY HALL

MANIFOLD CABINET

VIEGAPEX BARRIER TUBING,

SPACING AND SIZE PER DESIGN

BEND SUPPORTS

(USE THE APPROPRIATE

SUPPORTS FOR THE SELECTED

TUBE SIZE)

1 1/4" STAINLESS STEEL

MANIFOLD.

(MOUNTED APPROX 3' FROM THE

FINISHED FLOOR, OR A MORE

CONVENIENT HEIGHT PER

PROJECT RESTRICTIONS)

MANIFOLD DIMENSIONS

STOCK CODE OUTSIDE WIDTH OUTSIDE HEIGHT

15800 22 5/8" 28"-31"

15801 28 3/8" 28"-31"

15802 46" 28"-31"

NAME MANIFOLD TYPE # CIRCUITS

MANIFOLD

TUBING SIZE

SUPPLY TEMP

(F°)

TOTAL LOAD

(BTU/HR)

TOTAL FLOW

(USGPM)

HEAD LOSS

(FT WATER)

NAME HEATING ZONE

ROOMS

AREA (FT2)

HEATING ROOM

TEMP (F°)

COOLING ROOM

TEMP (F°)

FLOOR COVER R

(R)

PANEL TYPE

SURFACE TEMP

(F°)

TOTAL LOAD

(BTU/HR)

PANEL

BACKLOSS

SUPPLEMENTAL

MANIFOLD 2 STAINLESS STEEL - SHUT OFF/BALANCING/FLOW METERS, 1-1/4" 6 5/8"

COMMUNITY HALL 102 3140 70 0.0 EMBEDDED SLAB 82 0

SCALE

PROJECT NUMBER

DATE

DRAWN BY

CHECKED BY

130 FARM LANE

STATE COLLEGE, PA

(814)-271-0770

OFFICE@BOYLE-ENG.COM

WWW.BOYLE-ENG.COM

15 EAST MAIN STREET

NEW BLOOMFIELD, PA

(717)-275-7531

As indicated

/6

/2

:3

:1

P M

MEP-101

MANIFOLD LAYOUT -

PHASE 2

2023-051

TWP BUILDING

TYRONE TOWNSHIP

07/06/2026

H.WELCH

N.BOYLE

1/8" = 1'-0"

FLOOR PLAN - PHASE 2 - MANIFOLD

KITCHEN AREA

2 CIRCUITS

CONFERENCE ROOM

1 CIRCUIT

RESTROOM / HALL

2 CIRCUITS

UTILITY ROOM

1 CIRCUIT

GARAGE AREA

4 CIRCUITS

TOWNSHIP OFFICE

3 CIRCUITS

LOBBY

2 CIRCUITS

MANIFOLD 2

(112.4 F°)

(6 CIRCUITS)

MANIFOLD 1

(112.4 F°)

(12 CIRCUITS)

MANIFOLD 4

(112.4 F°)

(4 CIRCUITS)

MANIFOLD 3

(112.4 F°)

(10 CIRCUITS)

COMMUNITY HALL

4 CIRCUITS

1" = 1'-0"

MANIFOLD CABINET - PHASE 2

NTS

GENERAL MECHANICAL NOTES:

1. THIS DRAWING IS A SCHEMATIC ONLY & SHALL BE VERIFIED BY THE CONTRACTOR.

2. HVAC CONTRACTOR (HAC) SHALL PROVIDE ALL LABOR, MATERIALS, TOOLS, &

EQUIPMENT TO FURNISH & INSTALL A COMPLETE & OPERATING SYSTEM.

3. HAC SHALL VERIFY ALL EQUIPMENT SIZES.

NO. DESCRIPTION DATE

PHASE 1 INFORMATION PROVIDED FOR

INFORMATION ONLY, CONTRACTOR TO

VERIFY AS-BUILT CONDITION

NICOLAS PAIRICK BOYLE

馴GINE巨R

No, PEO85521

NICOLAS PAIRICK BOYLE

WH

R a n g e

RHEEM 5 TON

(13 SEER)

OUTSIDE UNITS

"X

"X

R

E T

U R

N

"X

"X

S

U P

P L Y

RHEEM 5 TON

(13 SEER)

OUTSIDE UNITS

"X

"X

R

E T

U R

N

"X

"X

S

U P

P L Y

"X

"X

R

E T

U R

N

"X

"X

S

U P

P L

Y

"X

"X

R

E T

U R

N

"X

"X

S

U P

P L Y

14"X14"X12' SUPPLY 14"X12"X16' SUPPLY 14"X10"X16' SUPPLY

8" FLEX

12" FLEX

5" FLEX

8" FLEX

8" FLEX

8" FLEX

8" FLEX

7" FLEX

8" FLEX

8" FLEX

7" FLEX

7" FLEX

7" FLEX7" FLEX

P R

O P

O S

E D

E X

H A

U S

T H

O O

D

INSTALL 2 HOUR FIRE RATED

PENETRATION SLEEVE

KITCHEN AREA

TOWNSHIP

OFFICE

CONFERENCE

ROOM

MEN'S

RESTROOM

WOMEN'S

RESTROOM

UTILITY ROOM

SUPPLY ROOM

GARAGE AREA

UNISEX

RESTROOM

LOBBY

WASH BAY

R H

E E

M

T O

N (1

S

E E

R

O U

T S

ID

E

U N

IT

S

F L

F L

F L

F L

110 CFM FAN TO BE VENTED TO

EXTERIOR WITH DAMPERED

VENT THROUGH ROOF OR WALL

WITH FLEX PIPE UL-181 TESTED.

110 CFM FAN TO BE VENTED TO

EXTERIOR WITH DAMPERED

VENT THROUGH ROOF OR WALL

WITH FLEX PIPE UL-181 TESTED.

EXHAUST FAN WITH SHUTTER

8,000 CFM, 1/4 HP, 1 PHASE

EXHAUST FAN WITH SHUTTER

8,000 CFM, 1/4 HP, 1 PHASE

F

L14'X5' ISLAND

7" FLEX

8" FLEX

7" FLEX

P R

O P

O S

E D

E X

H A

U S

T

O

O D

8" FLEX

INSTALL 2 HOUR FIRE RATED

PENETRATION SLEEVE

"X

"X

R

E T

U R

N

"X

"X

S

U P

P L Y

"X

"X

R

E T

U R

N

"X

"X

S

U P

P L Y

"X

"X

R

E T

U R

N

"X

"X

S

U P

P L Y

"X

"X

R

E T

U R

N

"X

"X

S

U P

P L Y

7" FLEX7" FLEX

7" FLEX7" FLEX

7" FLEX7" FLEX

7" FLEX7" FLEX

COMMUNITY HALL

MECHANICAL LEGEND

- RETURN

- SUPPLY

- FAN/LIGHTF

L

SCALE

PROJECT NUMBER

DATE

DRAWN BY

CHECKED BY

130 FARM LANE

STATE COLLEGE, PA

(814)-271-0770

OFFICE@BOYLE-ENG.COM

WWW.BOYLE-ENG.COM

15 EAST MAIN STREET

NEW BLOOMFIELD, PA

(717)-275-7531

1/8" = 1'-0"

/6

/2

:3

:1

P M

MEP-102

MECHANICAL PLAN -

PHASE 2

2023-051

TWP BUILDING

TYRONE TOWNSHIP

07/06/2026

H.WELCH

N.BOYLE

1/8" = 1'-0"

LEVEL 1 - PHASE 2 - MECH PLAN

HVAC GENERAL NOTES:

MECHANICAL NOTES:

1. THIS DRAWING IS SCHEMATIC ONLY & SHALL BE VERIFIED BY THE CONTRACTOR.

2. HVAC CONTRACTOR (HAC) SHALL PROVIDE ALL LABOR,…