2-G3135-01 Released For Bid.pdf

PDF 37 MB Posted Jun 8, 2026

Attached to: Station 2 Expansion Contract No. 2026-01
Solicitation number: Not on record
Issued by: Allegheny County, Claysville Borough, Pennsylvania

About this file

Written by GovTribe AI · Jun 9, 2026

This file is a comprehensive set of architectural and engineering drawings and specifications for the Station 2 Expansion Contract No. 2026-01 project for the Imperial Volunteer Fire Department in Findlay Township, Allegheny County, Pennsylvania. The project involves the demolition of an existing 1,967-square-foot three-bay garage and construction of a new 4,840-square-foot pre-engineered metal building addition to the north of the existing office space, which will remain operational. The scope of work includes selective demolition of the existing garage structure, closure of pass-through openings in the common CMU block wall between the existing spaces, construction of a new metal frame building with split-face masonry block walls, installation of new mechanical systems (furnace, air conditioner, hot water heater, and ductwork), replacement of the existing roof with upgraded insulation, electrical service upgrades to support the expansion, plumbing and HVAC system installation, and site work including concrete slabs, foundations, and stormwater management. The project has an expected duration of 210 days, with a non-mandatory pre-bid conference scheduled for Wednesday, June 24, 2026, at 10:00 A.M. at the substation location (28 Matchette Road, Clinton, PA 15026), and sealed bids due electronically via PennBid by Tuesday, July 7, 2026, at 1:00 P.M. local time.

The project is subject to the Pennsylvania Prevailing Wage Act of 1961, Title VI and other applicable Civil Rights Act provisions, Department of Labor Equal Opportunity Clause requirements, Executive Orders 11625 and 12138 regarding minority and female business enterprise utilization, Section 504 of the Rehabilitation Act of 1973, Americans with Disabilities Act compliance, and the Allegheny County MBE/WBE Program with goals of 13 percent minority and 2 percent female business enterprise participation. Bidding documents are available at no cost through the PennBid program (pennbid.bonfirehub.com). All official notifications, addenda, and bidding documents will be distributed exclusively through the designated website. The drawings specify multiple building systems including 24-gauge standing seam roofing, 26-gauge wall and roof liner panels in white, split-face masonry block walls in buckskin tan, four overhead bay doors with motorized operators, mechanical systems with radiant tube heaters and ceiling-mounted exhaust fans, electrical service with a 200-amp main distribution panel and 100-amp branch circuit panel, emergency lighting and exit fixtures, and site infrastructure including bollard protection, trench drains, and concrete pavements with specified finishes and control joints.

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Other files

File	Type	Posted
1-3135-01 2026-01 Bid Specs.pdf	PDF	Jun 8, 2026
3-3135-01 2026-01 Addendum 1 06.11.26.pdf	PDF	Jun 8, 2026

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Drawing No.

Sheet No.

5313 Campbells Run Road, Suite 100 Pittsburgh, PA 15205

Phone: 412.494.0510 Fax: 412.494.0426 info@klhengineers.com

KLH

ENGINEERS, INC

ALLEGHENY COUNTY, PENNSYLVANIA

SCALE: 1" = 2000'

PROJECT LOCATION

No part of this document may be reproduced or transmitted in any form, by any means without written permission, except for brief excerpts in reviews or analysis.

TITLE SHEET

EXISTING BUILDING DEMO PLAN

EXISTING BUILDING DEMO ELEVATIONS

BUILDING PLAN

BUILDING ELEVATIONS

TS.01

A.01 A.02 A.03 A.04 A.05 of 1

Order No.

IMPERIAL VOLUNTEER FIRE DEPARTMENT

DESCRIPTIONDWG. NO.SHEET NO.

DRAWING LIST

LOCATION MAP

CONTRACT NO. 2026-01

STATION 2 EXPANSION

3135-01

RELEASED FOR BID

MAY 2026

BUILDING SECTIONS

DETAILS

A.06 A.07

A.08

CONCRETE NOTES

FOUNDATION PLAN

FOUNDATION DETAILS

A.09

S.01 S.02 S.03 S.04

TYPICAL CMU WALL DETAILS

S.05 S.06 S.07

GENERAL

LINE SAFETY

EGRESS PLAN1 of 1 LS.01

ARCHITECTURAL

DETAILSA.10

DETAILS

STRUCTURAL

FOUNDATION DETAILS

MECHANICAL

MECHANICAL PLAN AND SCHEDULEM.011 of 1

ELECTRICAL

ELECTRICAL FLOOR PLANE.01

ELECTRICAL SCHEDULES AND DETAILS

E.02

E.03

PLUMBING

PLUMBING PLAN, SCHEDULES,

AND SCHEMATICS

P.011 of 1

DOOR, WINDOW, AND ROOM

FINISH SCHEDULES

ELECTRICAL SCHEMATICS AND

DIAGRAMS

DESCRIPTIONFO #SHEET NO.

DRAWING LIST

BUILDING MANUFACTURER DRAWINGS

TITLE SHEET

SPECIFICATIONS

ANCHOR BOLT PLAN

RIGID FRAME REACTIONS

ENDWALL REACTIONS, DESIGN

CRITERIA

28039

ANCHOR BOLT DETAILS

ROOF FRAMING

ROOF PANEL LAYOUT

RIGID FRAME #1

RIGID FRAME #2

RIGID FRAME #3

FRONT SIDEWALL FRAMING

BACK SIDEWALL FRAMING

LEFT ENDWALL FRAMING

RIGHT ENDWALL FRAMING

LINER PANER LAYOUT

ROOF LINER PANEL

DETAIL PAGE #1

DETAIL PAGE #2

DETAIL PAGE #3

DETAIL PAGE #4

DETAIL PAGE #5

28039 28039 28039

28039 28039 28039 28039 28039 28039 28039 28039 28039 28039 28039 28039 28039 28039 28039 28039 28039

DESCRIPTIONDWG. NO.SHEET NO.

DRAWING LIST

DEVELOPMENT PLANS

TITLE SHEET

EXISTING CONDITIONS

CONSTRUCTION PLAN

LANDSCAPE AND PHOTOMETRIC PLAN

SITE DETAILS

EROSION AND SEDIMENTATION CONTROL PLANS

EROSION AND SEDIMENTATION

CONTROL PLAN

EROSION AND SEDIMENTATION

CONTROL NOTES

EROSION AND SEDIMENTATION

CONTROL DETAILS

POST CONSTRUCTION STORMWATER

MANAGEMENT PLANS

PCSM PLAN

PCSM DETAILS

578-004-1 578-004-2 578-004-3 578-004-4

578-004-ES1

578-004-ES2

578-004-ES3

1 of 2 578-004-PCSM1

578-004-PCSM2

AutoCAD SHX Text S:\Active Clients\3135 Imperial VFD\3135-01 Imperial VFD\Dwg\G3135-01-001 - G1.dwg 5/21/2026 8:16 AM Plotted By: Elmer Danziger 5/21/2026 8:16 AM Plotted By: Elmer Danziger5/21/2026 8:16 AM Plotted By: Elmer Danziger Plotted By: Elmer DanzigerElmer Danziger

104 BROADWAY STREET

CARNEGIE, PA 15106

412.886.5000 www.redconengineering.com

JOB:

DWG:

TS.01

DATE:

REV. DATEDESCRIPTION

SEAL:

DRAWING STATUS:

BID1 05/12/26REVISED AS SHOWN

Know what's below.

before you dig.Call

USGS LOCATION MAP

NOT TO SCALE

REFERENCE ONLY

SITE VICINITY MAP

NOT TO SCALE

REFERENCE ONLY

(GOOGLE MAPS)

SITUATE IN:

FINDLAY TOWNSHIP

ALLEGHENY COUNTY

PENNSYLVANIA

CLIENT:

IMPERIAL VOLUNTEER FIRE DEPTARTMENT

111 PINE STREET

IMPERIAL, PA 15126

0329-001

3/11/24

SUB-STATION

BUILDING EXPANSION

28 MATCHETTE RD.

CLINTON, PA 15026

(ALLEGHENY COUNTY)

SITE LOCATION

IMPERIAL VOLUNTEER

FIRE DEPARTMENT SITE LOCATION

PAGE NO.

28039

FO#

TITLE SHEET

DESCRIPTION

1 OF 21 SPECIFICATIONS

28039

ANCHOR BOLT PLAN

RIGID FRAME REACTIONS

ENDWALL REACTIONS, DESIGN CRITERIA

ANCHOR BOLT DETAILS

ROOF FRAMING

ROOF PANEL LAYOUT

RIGID FRAME #1

FRONT SIDEWALL FRAMING

BACK SIDEWALL FRAMING

LEFT ENDWALL FRAMING

RIGHT ENDWALL FRAMING

LINER PANEL LAYOUT

ROOF LINER PANEL

DETAIL PAGE #1

DETAIL PAGE #2

RIGID FRAME #2

RIGID FRAME #3

DETAIL PAGE #3

DETAIL PAGE #4

DETAIL PAGE #5

TS.01

DWG. NO.

TITLE SHEET

DESCRIPTION

S.01

EXISTING BUILDING DEMO PLAN

S.02

EXISTING BUILDING DEMO ELEVATIONS

S.03

BUILDING PLAN

S.04

S.05

S.06

S.07

ELEVATIONS

BUILDING SECTIONS

DOOR, WINDOW AND ROOM FINISH SCHEDULES

M.01

P.01

DETAILS

E.01

EGRESS PLAN

A.01

A.02

A.03

A.04

A.05

A.06

A.07

A.08

A.09

LS.01

CONCRETE NOTES

FOUNDATION PLAN

FOUNDATION DETAILS

TYPICAL CMU WALL DETAILS

MECHANICAL PLAN AND SCHEDULE

PLUMBING PLAN, SCHEDULE AND SCHEMATICS

ELECTRICAL FLOOR PLAN

DRAWING LIST

E.02 ELECTRICAL SCHEMATICS AND DIAGRAMS

E.03 ELECTRICAL SCHEDULES AND DETAILS

GENERAL

ARCHITECTURAL

STRUCTURAL

MECHANICAL

PLUMBING

ELECTRICAL

BUILDING MANUFACTURER DRAWINGS

REFERENCED CODES AS ADOPTED UNDER PA UCC

2018 INTERNATIONAL BUILDING CODE WITH AMENDMENTS

2018 INTERNATIONAL ENERGY CONSERVATION CODE

NATIONAL ELECTRIC CODE, NFPA 70-2017

2018 INTERNATIONAL FIRE CODE

2018 INTERNATIONAL MECHANICAL CODE

2018 INTERNATIONAL PLUMBING CODE

LIFE SAFETY

CODE ANALYSIS

OCCUPANCY CLASSIFICATION AND USE

CONSTRUCTION TYPE

ALLOWABLE HEIGHT

ACTUAL HEIGHT

ALLOWABLE AREA

ACTUAL AREA

CODE ITEM CLASSIFICATION

ALLOWABLE NUMBER OF STORIES

ACTUAL NUMBER OF STORIES

PRIMARY STRUCTURAL STEEL

EXTERIOR BEARING WALLS

INTERIOR BEARING WALLS

EXTERIOR NON-BEARING WALLS

INTERIOR NON-BEARING WALLS

FLOOR CONSTRUCTION

ROOF CONSTRUCTION

IBC SECTION 304.1, 311.3

IBC TABLE 601 & 602

IBC TABLE 504.3

IBC TABLE 506.2

CODE REFERENCE

IBC TABLE 504.4

IBC TABLE 601

IBC TABLE 602

S-2, NON-SPRINKLERED

IIB

55'-0"

28'-5"

26,000 SQUARE FEET

4,840 SQUARE FEET

NEW GARAGE ADDITION

3 STORIES

1 STORY

0 - HOURS REQUIRED

B, NON-SPRINKLERED

IIIB

40'-0"

18'-8"

9,000 SQUARE FEET

1,154 SQUARE FEET

EXISTING BUILDING

2 STORIES

1 STORY

IBC TABLE 601

0 - HOURS REQUIRED

2 - HOURS REQUIRED

0 - HOURS REQUIRED

AUTOMATIC SPRINKLER SYSTEMS IBC SECTION 903 NOT REQUIRED NOT REQUIRED

MEANS OF EGRESS

ALLOWABLE EXIT ACCESS TRAVEL DISTANCE IBC TABLE 1017.2 300'-0", NON-SPRINKLERED

ACTUAL EXIT ACCESS TRAVEL DISTANCE 102'-0"

200'-0", NON-SPRINKLERED

42'-6"

FIRE RATINGS

FIRE ALARM DETECTION SYSTEMS IBC SECTION 907 NOT REQUIRED NOT REQUIRED

NOTE: SMOKE DETECTORS, FIRE EXTINGUISHERS AND GAS DETECTORS BY OWNER.

THIS PROJECT IS AN EXPANSION OF THE EXISTING IMPERIAL VOLUNTEER FIRE DEPARTMENT SUB-STATION IN

FINDLAY TOWNSHIP, ALLEGHENY COUNTY, PENNSYLVANIA. THE EXISTING BUILDING IS COMPRISED OF TWO AREAS:

A 1,967 SQUARE FEET, THREE-BAY GARAGE AND A 1,180 SQUARE FEET OFFICE SPACE. IN THE EXISTING CONDITION, THE TWO SPACES ARE OPEN TO EACH OTHER THROUGH THREE OPENINGS IN THE CONCRETE MASONRY UNIT

(CMU) COMMON WALL. AS PART OF CONSTRUCTION, THE THREE-BAY GARAGE WILL BE DEMOLISHED, AND THE

OFFICE SPACE WILL REMAIN. THE OPENINGS WILL BE CLOSED USING A COMBINATION OF NEW CMU AND DOORS. A

NEW GARAGE ADDITION OF A 4,840 SQUARE FEET PRE-ENGINEERED METAL BUILDING WILL BE BUILT TO THE NORTH

OF THE OFFICE SPACE. PER THE 2018 EXISTING BUILDING CODE (IEBC), CHAPTER 11, AN ADDITION TO A BUILDING

SHALL COMPLY WITH THE INTERNATIONAL CODES AS ADOPTED FOR NEW CONSTRUCTION WITHOUT REQUIRING

THE EXISTING BUILDING TO COMPLY WITH ANY REQUIREMENTS OF THOSE CODES. WHERE AN ADDITION IMPACTS

THE EXISTING BUILDING, THAT PORTION SHALL COMPLY WITH THE CODE. FURTHERMORE, ANY REPAIR OR

ALTERATION WORK WITHIN AN EXISTING BUILDING TO WHICH AN ADDITION IS BEING MADE SHALL COMPLY WITH

THE APPLICABLE REQUIREMENTS FOR THE WORK AS CLASSIFIED IN CHAPTER 6 OF THE IEBC.

THE SCOPE OF WORK FOR THE EXISTING BUILDING INCLUDES A NEW ROOF WITH UPGRADED INSULATION AND NEW

MECHANICALS (HOT WATER HEATER, FURNACE, AIR CONDITIONER, NEW DUCT WORK). PER CHAPTER 6 OF THE

IEBC, REROOFING CONSTITUTES A LEVEL 1 ALTERATION OF THE EXISTING SPACE AND WILL COMPLY WITH SECTION

705. PER CHAPTER 6 OF THE IEBC, THE ADDITION OF HVAC EQUIPMENT CONSTITUTES A LEVEL 2 ALTERATION OF

THE EXISTING SPACE AND WILL COMPLY WITH SECTION 808. THE PROPOSED ALTERATIONS FALL UNDER THE

EXCEPTIONS LISTED IN SECTION 305 OF THE IEBC FOR ACCESSIBILITY FOR EXISTING BUILDINGS.

SCOPE OF WORK

2018 INTERNATIONAL EXISTING BUILDING CODE

DETAILSA.10

UTILITY PROVIDER

COLUMBIA GAS OF PENNSYLVANIA

DUQUESNE LIGHT COMPANY

COMPANY NAME

GAS

ELECTRIC

SERVICE TYPE

JUSTIN COLES,

DEVELOPMENT MANAGER

RICK JOHN

CONTACT PERSON

724-470-8341

412-216-6521

PHONE NUMBER NOTES

CONTRACTOR TO CONTACT COLUMBIA GAS

IMMEDIATELY UPON AWARD TO COORDINATE NEW

METER INSTALLATION

WORK ORDER NO. 6908630687

ENGINEERING NO. 1037685

METER NO. 75 992 609

ACCOUNT NO. 6908-630-000

AutoCAD SHX Text

MARTY J. MICKO

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text

REGISTERED

AutoCAD SHX Text

PE-049845-E

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text W

AutoCAD SHX Text N

AutoCAD SHX Text O

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AutoCAD SHX Text E

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AutoCAD SHX Text Y

AutoCAD SHX Text S

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NO.

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(�) GARAGE

DOORS

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ALL REMOVED ITEMS SHALL REMAIN PROPERTY OF THE FIRE

DEPARTMENT� COORDINATE WITH CLIENT FOR ON SITE

STORAGE OR HANDOVER�

30'-0" ± (FIELD VERIFY)

BUILDING PORTION TO REMAIN

50'-0" (FIELD VERIFY)

GARAGE DEMO

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BLOCK WALL

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IMPERIAL VOL. FIRE DEPT. SUB-STATION

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A.10

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CUT EXISTING ROOF SHEATHING

BACK 8" FROM THE FACE OF THE

COMMON BLOCK WALL

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A.10

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GARAGE DEMO

DEMO EXISTING CMU BLOCK WALL

AND WOOD TRUSS FRAMED GARAGE

REMOVE EXISTING SIDING.

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SHEATHING AS REQUIRED.

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GUTTER

REMOVE

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WINDOW

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THE EXISTING CEILING TO ENCLOSE

THE NEW JANITOR CLOSET�

6' -0

(FIELD VERIFY)

A�06

FULL HEIGHT SPLIT

FACE MASONRY

BLOCK WALL

4'-0" HEIGHT SPLIT FACE

MASONRY BLOCK WALL

WITH FULL HEIGHT 26 GA�

LINER SHEETING ABOVE

4'-0" HEIGHT SPLIT FACE

MASONRY BLOCK WALL

WITH FULL HEIGHT 26 GA�

LINER SHEETING ABOVE

4'-0" HEIGHT SPLIT FACE

MASONRY BLOCK WALL

WITH FULL HEIGHT 26 GA�

LINER SHEETING ABOVE

NOTE:

CEILING TO HAVE 26 GA�

ROOF LINER SHEETING ABOVE

INSTALL NEW �6" DOOR

IN EXISTING BUILDING

OPENING

BOLLARD (TYP�)

(SEE DETAIL ��S�06)

�'-4"

W2W2

REMOVE AND

REPLACE

EXISTING DOOR

REMOVE AND REPLACE

EXISTING GLASS

BLOCK WINDOWS

SCALE:

0329-001

JOB:

DWG:

A.03

E R

V O

L . F

D E

P T

G P

L A

3/11/24

DATE:

S U

B -S

T A

N B

G E

X P

A N

M A

T C

H E

T T

E R

N T

O N

, P A

DGN:

DWN:

CHK:

APP:

BKK

JRE

EAH

AS SHOWN

R E

D A

T E

D E

S C

SEAL:

DRAWING STATUS:

BID

R O

A D

W A

Y S

T R

E E

T C

A R

N E

.5 w w w .r ed co ne ng in ee rin g.

co m

BUILDING PLAN�

A�0� SCALE: ��4" � �'-0" N

BUILDING DESIGN INFORMATION

RISK CATEGORY: IV

ULTIMATE WIND SPEED: 122 MPH

COLLATERAL LOAD: 5 PSF

ROOF LIVE LOAD: 20 PSF

GROUND SNOW LOAD: 25 PSF

ROOF SNOW LOAD: 22 PSF

/1 2/

E V

D A

S S

H O

W N

IMPERIAL VOL. FIRE DEPT. SUB-STATION1'-0"

OVERHANG

'-1

B O

M O

F O

V E

R H

A N

29'-4" ±

EXISTING BUILDING

(FIELD VERIFY)

5'-4" 14'-0" x 14'-0"

OVERHEAD DOOR

2'-4" 14'-0" x 14'-0"

OVERHEAD DOOR

14'-0" x 14'-0"

OVERHEAD DOOR

14'-0" x 14'-0"

OVERHEAD DOOR

5'-4"

24 GA. SEAM-LOK

STANDING SEAM ROOF

FULL HEIGHT

SPLIT FACE

MASONRY

BLOCK WALL

S-5 COLORGARD SNOW

RETENTION SYSTEM

2 3 4

1 5

2'-4" 2'-4" 2'-4" 2'-4" 2'-4"

21'-8"

80'-8"

NEW BUILDING

18'-8" 18'-8" 21'-8"

1'-0"

OVERHANG

EXHAUST

FAN

DOWNSPOUTS

TO CONNECT TO

UNDERGROUND

DETENTION

SYSTEM (TYP.)

BOLLARDS (TYP.)

REMOVE ASPHALT SHINGLES

FROM EXISTING ROOF AND

INSTALL NEW 24 GA. SEAM-LOK

STANDING SEAM ROOF TO

MATCH NEW BUILDING ADDITION

CONSTRUCT NEW

1'-0" OVERHANG

WITH SOFFIT ON

ALL 3 SIDES OF

EXISTING

BUILDING ROOF

GD1 GD1 GD1 GD1

GUTTER

'-0

A V

E E

EDGE OF

EXISTING

BLOCK WALL

LETTERING

BY OWNER

S.07

TOP OF LIGHT

AT 14'-0"

SIM.

A.06

LOW PROFILE RIDGE

VENT FOR STANDING

SEAM ROOF, BY BUILDING

MANUFACTURER

NEW 26 GA. "R" PANEL

SHEETING TO MATCH NEW

BUILDING ADDITION

RV1

S-5 COLORGARD SNOW

RETENTION SYSTEM

A.10

'-0

A V

E H

H T

E R

NATURAL GAS

GENERATOR

1'-0"

CONTROL

JOINT

CONTROL

JOINT

CONTROL

JOINT

CONTROL

JOINT

CONTROL

JOINT

CONTROL

JOINT

4'-0"

OVERHANG

40'-0" ±

EXISTING BUILDING

(FIELD VERIFY) 60'-0"

NEW BUILDING

20'-0"

1'-0"

OVERHANG

12" 4"

'-0

A V

E H

H T

'-0

A V

E E

NEW 1'-0"

OVERHANG

'-0

A V

E H

H T

E R

'-1

B O

M O

F O

V E

R H

A N

INTAKE

LOUVER

CONDENSER

UNIT

26 GA. "R" PANEL

NEW 26 GA. "R" PANEL

SHEETING TO MATCH NEW

BUILDING ADDITION

5' -0

H E

8'-10"3'-0"

LOUVER

18'-8"1'-4"

4' -0

C E

M A

S O

N R

Y B

S.07

FIXED

LOUVER

AC1

NEW 1'-0"

OVERHANG

FURNACE COMBUSTION

AIR AND EXHAUST VENTS

ELECTRIC

METER

AUTOMATIC

TRANSFER SWITCH

GAS

METER CONTROL

JOINT

CONTROL

JOINT

S.07

GENERATOR

SCALE:

0329-001

JOB:

DWG:

A.04

E L

E V

A T

3/11/24

DATE:

DGN:

DWN:

CHK:

APP:

AS SHOWN

R E

D A

T E

D E

S C

SEAL:

DRAWING STATUS:

BID

R O

A D

W A

Y S

T R

E E

T C

A R

N E

.5 w w w .r ed co ne ng in ee rin g.

co m

WEST ELEVATION1

A.04 SCALE: 1/4" = 1'-0"

SOUTH ELEVATION2

A.04 SCALE: 1/4" = 1'-0"

E R

V O

L . F

D E

P T

S U

B -S

T A

N B

G E

X P

A N

M A

T C

H E

T T

E R

N T

O N

, P A

BKK

JRE

EAH

/1 2/

E V

D A

S S

H O

W N

1 1 1 1 1

NOTES:

1. THE CONTRACTOR SHALL DISCONNECT ANY EXISTING WIRING ON THE SOUTH WALL OF

THE BUILDING AND EITHER STORE OR TEMPORARILY SUPPORT UNTIL THE NEW SIDING

IS INSTALLED. AFTER THE NEW SIDING IS INSTALLED, REINSTALL WIRING WITH NEW

ANCHORS AND FASTENERS.

2. THE CONTRACTOR SHALL TEMPORARILY RELOCATE AND THEN REINSTALL THE

EXISTING RADIO ANTENNA IN ITS ORIGINAL LOCATION AFTER THE NEW ROOF PANELS

ARE INSTALLED. THE ANTENNA SHALL REMAIN OPERATIONAL THROUGHOUT

CONSTRUCTION. THE OWNER SHALL BE NOTIFIED IN ADVANCE AT LEAST 24 HOURS

WHEN THE ANTENNA MUST BE DISCONNECTED.

3. THE WIRING FOR THE EXTERIOR SIREN SHALL BE ROUTED THROUGH THE NEW SIDING

WITH A CONDUIT SLEEVE AND A WEATHERHEAD. FLASH AND SEAL AROUND THE

CONDUIT SLEEVE. THE SIREN SHALL REMAIN OPERATIONAL THROUGHOUT

CONSTRUCTION. THE OWNER SHALL BE NOTIFIED IN ADVANCE AT LEAST 24 HOURS

WHEN THE SIREN MUST BE DISCONNECTED.

4. GENERATOR SET CLEARANCES SHALL MEET THE FOLLOWING OR BE AS RECOMMENDED

BY THE MANUFACTURER OR NFPA 37:

a. BE AT LEAST 18 IN FROM THE FACE OF THE BUILDING BASED ON THE ORIENTATION

SHOWN (PARALLEL WITH THE BUILDING).

b. THE EXHAUST END SHALL BE AT LEAST 5 FT FROM ANY WINDOW, VENT, DOOR, OR

SIMILAR OPENING.

c. THE EXHAUST END SHALL BE AT LEAST 10 FT FROM FURNACE OR OTHER SIMILAR

INTAKES.

d. NO PLANTS, SHRUBS OR OTHER COMBUSTIBLES SHALL BE WITHIN 4 FT OF THE

EXHAUST END OR WITHIN 30 IN OF THE AIR INTAKE.

e. MAINTAIN 3 FT CLEARANCE FROM THE SERVICE DOOR ENTRANCE.

�2" 4"

26 GA� "R" PANEL 4'-0"

OVERHANG

60'-0"

NEW BUILDING

�'-0"

OVERHANG

4' -0

C E

M A

S O

N R

Y B

'-0

A V

E H

H T

'-0

A V

E E

�'-4" 4'-0"

20'-0"20'-0"

�2'-�"

20'-0"

EXHAUST FANF1

�6 " o

B O

M O

F O

V E

R H

A N

D1 B

S�0�

CONTROL

JOINT

CONTROL

JOINT

�'-0"

OVERHANG

�6

B O

M O

F O

V E

R H

A N

2�'-4" o

EXISTING BUILDING

(FIELD VERIFY)

24 GA� SEAM-LOK

STANDING SEAM ROOF

�'-4"

DOOR

4' -0

C E

M A

S O

N R

Y B

�0'-�"

NEW BUILDING

2�4

2�'-�"��'-�"��'-�"2�'-�"

26 GA� "R" PANEL

�'-0"

OVERHANG

'-0

A V

E E

EXHAUST

FAN

�'-� ��6" 2'-� ��6"

WINDOW

�'-� ��6"

�2

" S

L H

H T

(T Y

A L)

�'-�� 6" 2'-� ��6"

WINDOW

�'-�� 6" �'-�� 6" 2'-� ��6"

WINDOW

�'-�� 6"

REMOVE ASPHALT SHINGLES

FROM EXISTING ROOF AND

INSTALL NEW 24 GA� SEAM-LOK

STANDING SEAM ROOF TO

MATCH NEW BUILDING ADDITION

GUTTER

CONSTRUCT NEW

�'-0" OVERHANG

WITH SOFFIT ON

ALL � SIDES OF

EXISTING

BUILDING ROOF

DOWNSPOUTS

TO CONNECT TO

UNDERGROUND

DETENTION

SYSTEM (TYP�)

GUTTER

DOWNSPOUTS

TO CONNECT TO

UNDERGROUND

DETENTION

SYSTEM (TYP�)

�2 '-0

" o E

A V

E H

H T

E R

W1W1 W1 W1

S�0�

�'-� ��6"2'-� ��6"

WINDOW

�'-� ��6"

A�06

W2W2

LOW PROFILE RIDGE

VENT FOR STANDING

SEAM ROOF

BY BUILDING

MANUFACTURER

RV1

NEW 26 GA� "R" PANEL

SHEETING TO MATCH NEW

BUILDING ADDITION

REMOVE EXISTING GLASS BLOCK

WINDOWS AND REPLACE WITH NEW

WINDOWS AS SHOWN ON THE

WINDOW SCHEDULE

HEATER

EXHAUST

HEATER

EXHAUST

HEATER

EXHAUST

S-� COLORGARD SNOW

RETENTION SYSTEM

S-� COLORGARD SNOW

RETENTION SYSTEM

A��0

CONTROL

JOINT

CONTROL

JOINT

CONTROL

JOINT

REMOVE AND

REPLACE

EXISTING DOOR

S�0�

SCALE:

0329-001

JOB:

DWG:

A.05

E L

E V

A T

3/11/24

DATE:

DGN:

DWN:

CHK:

APP:

AS SHOWN

R E

D A

T E

D E

S C

SEAL:

DRAWING STATUS:

BID

R O

A D

W A

Y S

T R

E E

T C

A R

N E

.5 w w w .r ed co ne ng in ee rin g.

co m

EAST ELEVATION�

A�0� SCALE: ��4" � �'-0"

NORTH ELEVATION2

A�0� SCALE: ��4" � �'-0"

E R

V O

L . F

D E

P T

S U

B -S

T A

N B

G E

X P

A N

M A

T C

H E

T T

E R

N T

O N

, P A

BKK

JRE

EAH

1 1 1

/1 2/

E V

D A

S S

H O

�2" 4"

4' -0

C E

M A

S O

N R

'-0

A V

E H

H T

'-0

A V

E E

INSTALL NEW �6" DOOR

NOTE:

FIELD MEASURE EXISTING

OPENING TO DETERMINE

IF CUSTOM DOOR SI;ING

IS RE2UIRED�

BLOCK UP OVERSI;ED

OPENING AS RE2UIRED�

MATCH EXISTING�

CUT OUT EXISTING CMU

BLOCK PASS-THROUGH

OPENING TO CREATE JANITOR

CLOSET ENTRANCE� MATCH

EXISTING PASS-THROUGH

OPENING WIDTH�

REPLACE BLOCK WITH

CORNER BLOCKS TO CREATE

SMOOTH FINISHED OPENING

BLOCK UP EXISTING

�0'-0" X 4'-0"

PASS-THROUGH

OPENING�

D3 D4

INSTALL NEW �6" DOOR

NOTE:

FIELD MEASURE EXISTING

OPENING TO DETERMINE

IF CUSTOM DOOR SI;ING

IS RE2UIRED�

EXISTING CMU BLOCK

60'-0"

NEW BUILDING

E A

40'-0" o (FIELD VERIFY)

EXISTING BUILDING

�'-4"

A�0�

A�0�26 GA� ROOF LINER

SHEETING

FULL HEIGHT SPLIT

FACE MASONRY

BLOCK WALL

26 GA� WALL

LINER SHEETING

26 GA� WALL

SHEETING

24 GA� SEAM-LOK

STANDING SEAM ROOF

END WALL

COLUMN

A�0�

26 GA� WALL LINER

SHEETING

4' -0

EXISTING

BUILDING

OUTLINE

(BEYOND)

OFFICEKITCHENMECHANICAL ROOMHALLWAYBATHROOM

EXISTING WOOD FRAMED

DRYWALL CEILING

EXISTING WOOD TRUSSES

EXISTING CMU BLOCK

PARTITION WALLS

EXISTING CMU

BLOCK WALLS

A��0

�2 '-0

" o (F

V E

E A

V E

H E

40'-0" o (FIELD VERIFY)

EXISTING BUILDING

REMOVE ASPHALT SHINGLES

FROM EXISTING ROOF AND

INSTALL NEW 24 GA� SEAM-LOK

STANDING SEAM ROOF TO

MATCH NEW BUILDING ADDITION

A��0

CONSTRUCT NEW �'-0"

OVERHANG WITH

SOFFIT ON ALL �

SIDES OF EXISTING

BUILDING

REMOVE EXISTING BATT

INSULATION AND INSTALL NEW R��

FIBERGLASS INSULATION IN ATTIC

LOW PROFILE

RIDGE VENT

NEW 26 GA� "R" PANEL

SHEETING TO MATCH

NEW BUILDING ADDITION

SCALE:

0329-001

JOB:

DWG:

A.06

B U

S E

C T

3/11/24

DATE:

DGN:

DWN:

CHK:

APP:

AS SHOWN

R E

D A

T E

D E

S C

SEAL:

DRAWING STATUS:

BID

R O

A D

W A

Y S

T R

E E

T C

A R

N E

.5 w w w .r ed co ne ng in ee rin g.

co m

E R

V O

L . F

D E

P T

S U

B -S

T A

N B

G E

X P

A N

M A

T C

H E

T T

E R

N T

O N

, P A

SECTION THRU EXISTING BUILDINGB

A�06 SCALE: ��" � �'-0"

SECTION THRU NEW BUILDINGA

A�06 SCALE: ��4" � �'-0"

BKK

JRE

EAH

/1 2/

E V

D A

S S

H O

SCALE:

0329-001

JOB:

DWG:

A.07

D O

O R

, W

D O

W A

N D

R O

O M

S C

H E

D U

L E

3/11/24

DATE:

DGN:

DWN:

CHK:

APP:

AS SHOWN

R E

D A

T E

D E

S C

SEAL:

DRAWING STATUS:

BID

R O

A D

W A

Y S

T R

E E

T C

A R

N E

.5 w w w .r ed co ne ng in ee rin g.

co m

E R

V O

L . F

D E

P T

S U

B -S

T A

N B

G E

X P

A N

M A

T C

H E

T T

E R

N T

O N

, P A

NOTES

DOOR SWING DIAGRAMS

INTERIOR

EXTERIOR

INTERIOR

EXTERIOR

A B C D

INTERIOR

EXTERIOR

INTERIOR

EXTERIOR

AI BI CI DI

NOTE: BOTH LEAVES ACTIVE � SWINGE

DOOR TYPES

� �'-0" Y �'-0" HEAVY DUTY

TO BE

SELECTED BY

OWNER

YES

DIAMOND MAR2UIS PRE-ASSEMBLED EXTERIOR DOORS:

�� GAUGE GALVANI;ED (A40) SMOOTH DOOR

�4 GAUGE GALVANI;ED (A40) KERF

FRAME

GRADE 2 LEVER LOCK

INTERCHANGEABLE BARREL WITHOUT LOCKSET

PANIC

DEVICE

CLOSER

�6 GAUGE GALVANI;ED (A40) �Ä SUBFRAME SYSTEM

BALL BEARING

NRP ÃSILVERÄ POWDER COAT HINGES

�-��4Ä ALUMINUM THRESHOLD

FULL PERIMETER

KERF WEATHERSEAL

AND EXTERIOR MOUNTED SWEEP�DRIP�

AD1

W1 4

MARK QTY.

WINDOW SCHEDULE

�'-0" X �'-0"

ALUMINUM

THERMAL

BREAK

REMARKS

NOMINAL SIZE

(W x H) GLASS FRAME

TYPE

DIAMOND PRE-ASSEMBLED WINDOW WITH �" SUBFRAME SYSTEM

UNIVERSAL FIN (TRIM)CLEAR

INSULATED

MARK QTY.

MAN DOOR SCHEDULE

SIZE SWING PANIC CLOSER

KEYLESS

ENTRY

COLORMATERIAL

NOTES

CHI MODEL �2�� MICRO-GROOVE INSULATED SECTIONAL DOORS WITH RIGHT SIDE

MOUNTED LIFTMASTER MAXUM MODEL JDC�S�BMC

��2 HP E2UIVALENT

�20 VOLT

JACKSHAFT OPERATOR� DOOR TRACK TO FOLLOW THE ROOF PITCH� IN ADDITION TO

THE INDIVIDUAL DOOR CONTROLS

PROVIDE ONE MUSHROOM-BUTTON CONTROL

STATION TO ACTIVATE ALL GARAGE DOORS AT ONCE - LIFTMASTER PART � 02-40�M�

COORDINATE LOCATION WITH FIRE DEPARTMENT�

MARK QTY.

OVERHEAD DOOR SCHEDULE

OPERATOR

MANUAL ELECTRIC

COLORGAUGESIZE WINDOWSWINDLOCKS

4 �4'-0" Y �4'-0"

YES

(�RD PANEL) 26NOGD1 X

TO BE

SELECTED BY

OWNER

HOLLOW

METAL

INSULATED

� FIELD

VERIFY STANDARDNOAD3

HOLLOW

METAL

INSULATED

COLOR

� �'-0" Y �'-0" HEAVY DUTYYESBD2

HOLLOW

METAL

INSULATED

� FIELD

VERIFY STANDARDNOBD4

HOLLOW

METAL

INSULATED

DIAMOND MAR2UIS PRE-ASSEMBLED INTERIOR DOORS:

20 GAUGE GALVANI;ED (A40) SMOOTH DOOR

�6 GAUGE GALVANI;ED (A40) KERF

FRAME

GRADE 2 LEVER LOCK

CLOSER

BALL BEARING NRP ÃSILVERÄ POWDER

COAT HINGES

�-��4Ä ALUMINUM THRESHOLD

FULL PERIMETER KERF

WEATHERSEAL

INTERIOR DOOR

WITH 6"X�0 LITE

TYPE B

TYPE

BKK

JRE

EAH

2'-� ��6" X 2'-� ��6"

FRAMED

OPENING SIZE

(W x H)

NOTES:

�� THRESHOLDS AT DOORS SHALL BE NO MORE THAN ��2" (MAX�)

HEIGHT A�F�F�

2� ALL DOOR HANDLES

PULLS

LATCHES

LOCKS AND OTHER

OPERATING DEVICES SHALL BE INSTALLED �4" (MIN�) TO 4�" (MAX�)

A�F�F� AND SHALL BE SINGLE HAND OPERABLE WITHOUT USE OF KEY

OR SPECIAL KNOWLEDGE�

�� CONTROLS AND OPERATING MECHANISMS SHALL BE LEVER TYPE

(OR E2UAL) AND NOT RE2UIRE TIGHT GRASPING

PINCHING

TWISTING OF THE WRIST�

4� THE FORCE RE2UIRED TO ACTIVATE CONTROLS OF INTERIOR

HINGED DOORS SHALL BE NO GREATER THAN � POUNDS�

�� ALL DOOR HARDWARE TO MEET ADA RE2UIREMENTS�

6� DOORS E2UIPPED WITH CLOSERS SHALL BE ADJUSTED TO ADHERE

TO ADA GUIDELINES�

�� ALL INTERIOR AND EXTERIOR DOORS AND DOOR FRAMES TO BE

PAINTED� SHERWIN WILLIAMS

DIRECT TO METAL

SEMI-GLOSS

COLOR SELECTED BY OWNER�

�� ALL DOORS FURNISHED WITH BUILDING SUPPLY�

CONCRETE

FLOOR

ROOM / AREA

GARAGE

ROOM FINISH SCHEDULE

NEW JANITOR CLOSET

WALLS CEILING

MATERIAL BASE NORTH EAST SOUTH WEST MATERIAL HEIGHT

EXISTING

DRYWALL� PAINT �'-6"

ROOF LINER

PANEL

VARIES:

FOLLOWS 4:�2

ROOF PITCH

NOTES:

�� NEW JANITOR CLOSET WALLS- ��" MOISTURE RESISTANT DRYWALL (GREENBOARD)

2� WALL PAINT

SHERWIN WILLIAMS

PROMAR 200

EGGSHELL- ONE (�) COAT PRIMER

TWO (2) COAT FINISH

COLORS SELECTED BY OWNER�

�� CEILING PAINT

SHERWIN WILLIAMS

PROMAR CEILING

FLAT- ONE (�) COAT PRIMER

TWO (2) COAT FINISH

COLORS SELECTED BY OWNER�

4� VERIFY ALL MATERIAL AND COLOR SELECTIONS WITH OWNER�

�� GARAGE LINER PANELS FURNISHED WITH BUILDING SUPPLY AND INSTALLED BY BUILDING ERECTOR�

REMARKS

REMOVE EXISTING COVE BASE FROM CMU

WALL AND INSTALL NEW� DRYWALL

PAINT AND

INSTALL COVE BASE ON BOTH SIDES OF EAST

AND SOUTH WALL�

EXISTING CMU�

PAINT

COVE BASE TO

MATCH

EXISTING

CONCRETE

DRYWALL�

PAINT

DRYWALL�

PAINT AND 4'-0"

HIGH FRP WALL

PANEL

EXISTING CMU�

PAINT

4'-0" HIGH

SPLIT-FACE CMU

FULL HEIGHT

SPLIT-FACE CMUN�A FULL HEIGHT

LINER PANEL

ABOVE 4'-0"

FULL HEIGHT

LINER PANEL

ABOVE 4'-0"

FULL HEIGHT

LINER PANEL

ABOVE 4'-0"

EXISTING CMU�

PAINT

RIGID FRAME COLUMNS AND RAFTERS TO BE SHIPPED AND ERECTED WITH MANUFACTURERS SHOP PRIMER GRAY�

AFTER ERECTION IS COMPLETE

TOUCH UP ANY AREAS WHERE THE FACTORY APPLIED SHOP PRIMER HAS BEEN

DAMAGED�

26 GA� "R" PANEL

MATERIALITEM

PRE-ENGINEERED METAL BUILDING COMPONENT FINISH SCHEDULE

WALL SHEETING

COLOR/FINISH

BUCKSKIN TAN

24 GA� SEAM-LOK STANDING SEAMROOF SHEETING PARCHMENT

26 GA� "R" PANELROOF LINER SHEETING WHITE

26 GA� "R" PANELWALL LINER SHEETING WHITE

26 GA� "R" PANELSOFFIT SHEETING BUCKSKIN TAN

AS PER BUILDING MANUFACTURERBASE TRIM BRIGHT RED

AS PER BUILDING MANUFACTURERCORNER TRIM BRIGHT RED

DOOR AND WINDOW TRIM BRIGHT RED

EAVE TRIM BRIGHT RED

RAKE TRIM

GUTTERS

DOWNSPOUTS

AS PER BUILDING MANUFACTURERWALL GIRTS AND PURLINS PREGALVANI;ED

AS PER BUILDING MANUFACTURERRIGID FRAME COLUMNS AND RAFTERS SHOP PRIMERED GRAY*

AS PER BUILDING MANUFACTURER

BRIGHT RED

BUCKSKIN TAN

4'-0" HIGH

SPLIT-FACE CMU

4'-0" HIGH

SPLIT-FACE CMU

OWNER TO SELECT SPLIT-FACE CMU COLOR

TO BE

SELECTED BY

OWNER

TO BE

SELECTED BY

OWNER

TO BE

SELECTED BY

OWNER

TO BE

SELECTED BY

OWNER

EXTERIOR DOOR

WITH �0"X�0 LITE

TYPE A

FIXED WINDOW

TYPE A

DOUBLE HUNG

WINDOW

TYPE B

W2 2 �'-0" X 2'-�"

VINYL

FRAME TO

MATCH

EXISTING

A PREP MASONRY OPENING FOR NEW REPLACEMENT WINDOW� FLASH AND SEAL PER

MANUFACTURER RECOMMENDATIONS�

FROSTED

INSULATED

�'-0" X 2'-�"

(FIELD VERIFY CMU

OPENING SI;E)

TO BE

SELECTED BY

OWNER

AS PER BUILDING MANUFACTURERRIDGE CAP�VENT PARCHMENT

26 GA� PREFINISHED COLOR STRIPSNOW RETENTION SYSTEM PARCHMENT

/1 2/

E V

D A

S S

H O

W N

� �'-0" Y �'-0" HEAVY DUTY

TO BE

SELECTED BY

OWNER

YES

DIAMOND MAR2UIS PRE-ASSEMBLED EXTERIOR DOORS:

�� GAUGE GALVANI;ED (A40) SMOOTH DOOR

�4 GAUGE GALVANI;ED (A40) KERF

FRAME

GRADE 2 LEVER LOCK

INTERCHANGEABLE BARREL WITHOUT LOCKSET

PANIC

DEVICE

CLOSER

�6 GAUGE GALVANI;ED (A40) MASONRY INSTALLATION

BALL

BEARING NRP ÃSILVERÄ POWDER COAT HINGES

�-��4Ä ALUMINUM THRESHOLD

FULL

PERIMETER KERF WEATHERSEAL

AND EXTERIOR MOUNTED SWEEP�DRIP�

AD5

HOLLOW

METAL

INSULATED

DOOR JAMB�FRAME

CAULK

SUBFRAME JAMB

EXTERIOR TRIM

INSULATED METAL

DOOR

EXTERIOR WALL

PANEL

CAULK

INSULATED METAL

DOOR

THRESHOLD: CAULK AND

ANCHOR TO FLOOR WITH

PROVIDED ANCHORS

HEADER

JAMB

SILL

FLOOR LEVEL

INSULATED METAL

DOOR

CAULK

DOOR HEADER�FRAME

CAULK

INTERIOR WALL PANEL

INTERIOR TRIM

INTERIOR WALL PANEL

EXTERIOR TRIM

SUBFRAME HEADER

EXTERIOR WALL

PANEL

PORTAL FRAME

RAFTER IN BRACED

BAY ONLY

SILL

FLOOR LEVEL

JAMB

HEADER

�4 '-0

DOOR CLOSURE STRIP

HEADER

DOOR HEADER�LINTEL

SOFFIT

DOOR CLOSURE STRIP

SPLIT FACE CMU BLOCK

DOOR TRACK

SECTIONAL DOOR

DOOR TRACK

ANCHOR DOOR TRACK PER DOOR

MANUFACTURERS SPECIFICATIONS

DOOR TRACK

SUPPORT

BRACING

ALL SPLIT FACE BLOCK AT

DOOR OPENINGS TO

HAVE SMOOTH FACE�

SPLIT FACE CMU BLOCK

DOOR TRACK

SECTIONAL DOOR

ROOF

LINER

SHEETING

TRIM

24 GA� SEAM-LOK

STANDING SEAM ROOF

�6

H E

A D

R O

M INCLINED

DOOR TRACK

RIGID FRAME

(BEYOND)

ANGLE CLIP IN

ACCORDANCE WITH

MANUFACTURER'S

RECOMMENDATIONS (TYP�)

LOUVER

LOUVER WITH OPERABLE

DRAINABLE BLADES

CAULK

ANGLE CLIP IN

ACCORDANCE WITH

MANUFACTURER'S

RECOMMENDATIONS (TYP�)

HEADER

JAMB

SILL

INTERIOR TRIM

EXTERIOR TRIM

SILL CHANNEL SHIM LOUVER AS RE2UIRED

ANGLE CLIP IN ACCORDANCE

WITH MANUFACTURER'S

RECOMMENDATIONS (TYP�)

EXTERIOR TRIM

EXTERIOR WALL

PANEL

GIRT CLIP AS

RE2UIRED (TYP�)

INTERIOR WALL PANEL

INTERIOR TRIM

CAULK

LOUVER WITH OPERABLE

DRAINABLE BLADES

CAULK

HEADER CHANNEL

EXTERIOR WALL

PANEL

INTERIOR TRIM

INTERIOR WALL PANEL

EXTERIOR TRIM

JAMB CHANNEL

CONTINUOUS SEALANT AT

PERIMETER

BOTH SIDES� USE

BACKER ROD IF RE2UIRED�

HEADER CHANNEL

EXTERIOR WALL PANEL

INTERIOR TRIM

INTERIOR WALL PANEL

EXTERIOR TRIM

SHIM AS RE2UIRED

EXTERIOR WALL PANEL

INTERIOR TRIM

EXTERIOR TRIM

INTERIOR WALL PANEL

SILL CHANNEL

GRAVITY

BACKDRAFT

DAMPER

EXHAUST

FAN

F1 �'

M E

D O

P E

WALL MOUNTING CURB

FIXED-GLASS WINDOW

HEADER

JAMB

SILL

INTERIOR TRIM

SUBFRAME SILL

UNIVERSAL FIN

WINDOW TRIM

EXTERIOR WALL

PANEL INTERIOR WALL PANEL

INTERIOR TRIM

EXTERIOR WALL

PANEL

INTERIOR TRIM

INTERIOR WALL PANEL

SUBFRAME JAMB

FIXED-GLASS WINDOW

UNIVERSAL FIN

WINDOW TRIM

INTERIOR WALL PANEL

UNIVERSAL FIN

WINDOW TRIM

FIXED-GLASS WINDOW

SUBFRAME HEADER

RUBBER BASE COVE

(BOTH SIDES)

��" MOISTURE RESISTANT

DRYWALL (BOTH SIDES)�

FASTEN TO METAL STUDS WITH

� ��4" TYPE 'S'

FINE-THREAD

DRYWALL SCREWS - �" O�C

EDGES

�2" O�C FIELD�

STAGGER JOINTS (TYP�)

�6" O�C MAX�

20 GA� (VERIFY)

METAL BASE

TRACK� FASTEN TO

CONCRETE W� MECH�

ANCHORS 2'-0" O�C MAX�

20 GA� METAL TOP TRACK

20 GA� METAL STUD (TYP�)

(�6 GA� ! BEARING WALLS)

SPACING� ALIGNMENT BAR

PER MFR� SPECIFICATIONS�

CLARK DIETRICH OR E2UAL�

JANITOR CLOSET (EAST AND SOUTH WALL) FRAMING DETAIL

NOT TO SCALE

A�0�

FASTEN BLOCKING

AT EACH STUD�

20 GA� TRACK PIECE W�

� ��4" (MIN�) FLANGES

NOTCHED AS RE2UIRED�

MIN� 6" WIDE�

CLARK DIETRICH OR E2UAL�

NOTE:

PROVIDE AT ALL LOCATIONS

WHERE E2UIPMENT OR FIXTURES

WILL MOUNT TO THE WALL

TYPICAL STUD

E2 �

TYPICAL BLOCKING DETAIL

NOT TO SCALE

E2 �

A�0�

SCALE:

0329-001

JOB:

DWG:

A.08

D E

T A

3/11/24

DATE:

DGN:

DWN:

CHK:

APP:

AS SHOWN

R E

D A

T E

D E

S C

SEAL:

DRAWING STATUS:

BID

R O

A D

W A

Y S

T R

E E

T C

A R

N E

.5 w w w .r ed co ne ng in ee rin g.

co m

E R

V O

L . F

D E

P T

S U

B -S

T A

N B

G E

X P

A N

M A

T C

H E

T T

E R

N T

O N

, P A

MAN DOOR DETAIL�

A�0� NOT TO SCALE

LOUVER DETAIL�

A�0� NOT TO SCALE

OVERHEAD DOOR DETAIL4

A�0� NOT TO SCALE

EXHAUST FAN DETAIL�

A�0� NOT TO SCALE

WINDOW DETAIL6

A�0� NOT TO SCALE

BKK

JRE

EAH

24 GAUGE SEAM-LOK STANDING

SEAM ROOF SHEETING

6 MIL POLY VAPOR BARRIER

PURLIN

26 GAUGE

INTERIOR ROOF

SHEETING

TRIM

6" UNFACED R�� INSULATION

BETWEEN PURLINS

GUTTER

EAVE STRUT

26 GAUGE SOFFIT

SHEETING

SPLIT FACE

MASONRY BLOCK

��" UNFACED R�� INSULATION

OVER PURLINS

SOFFIT

SUPPORT ANGLE

EAVE

COVER TRIM

SOFFIT

COVER TRIM

"J" TRIM

4'-0"

S-� COLORGARD SNOW

RETENTION SYSTEM

STEEL

LINE

24 GAUGE STANDING

SEAM ROOF SHEETING

��" UNFACED R��

INSULATION OVER PURLINS

PURLIN

26 GAUGE

INTERIOR ROOF

SHEETINGTRIM

6" UNFACED R��INSULATION

BETWEEN PURLINS

GUTTER

EAVE STRUT

26 GAUGE SOFFIT SHEETING

26 GAUGE EXTERIOR

WALL SHEETING

26 GAUGE

INTERIOR WALL

SHEETING

� ��2" UNFACED R�0

INSULATION (COMPRESSED)

BETWEEN THE GIRTS

6 MIL POLY VAPOR BARRIER

6 MIL POLY

VAPOR BARRIER

"J" TRIM

EAVE COVER TRIM

SOFFIT COVER TRIM �'-0"

S-� COLORGARD SNOW

RETENTION SYSTEM

26 GAUGE EXTERIOR

WALL SHEETING

WALL GIRT

6 MIL VAPOR

BARRIER

STEEL

LINE

� ��2" UNFACED R�0

INSULATION

(COMPRESSED)

BETWEEN THE GIRTS

26 GAUGE

INTERIOR WALL

SHEETING

� ��2"

BASE

TRIM

4' -0

C E

C K

BASE CHANNEL

ANCHORED TO

STEM WALL WITH

MASONRY ANCHORS

AT �'-0" ON CENTER

MAX� SPACING

J-TRIM

SILL SEAL GASKET

RAKE TRIM

RAKE SUPPORT ANGLE

SOFFIT COVER TRIM

26 GA� SOFFIT

SHEETING

24 GAUGE STANDING

SEAM ROOF SHEETING

STANDING

SEAM ROOF

CLIPS

"J" TRIM

26 GAUGE EXTERIOR WALL SHEETING

FLASHING TRIM

EXISTIG WOOD

TRUSSES

EXISTING COMMON

BLOCK WALL

��" UNFACED

R�� INSULATION

OVER PURLINS

26 GAUGE INTERIOR

ROOF SHEETING

6" UNFACED R��

INSULATION

BETWEEN PURLINS

26 GAUGE INTERIOR

WALL SHEETING

� ��2" UNFACED R�0

INSULATION BETWEEN

THE GIRTS

6 MIL POLY VAPOR BARRIER RAKE SUPPORT ANGLE

CONTINUOUS SHEETING

ANGLE FASTENED TO ROOF

HAT CHANNEL <PURLINS>

STANDING SEAM

ROOF CLIPS

WALL GIRT

LINER TRIM

CUSTOM BENT

J-TRIM

SHEETING ANGLE

RAKE COVER (OPEN CEE)

RIGID FRAME

RAFTER

�'-0"

� ��2" DEEP X �6 GA�

HAT CHANNEL ! 4�" MAX�

SPACING�

FASTEN TO CMU WALL WITH

CONCRETE FASTENERS

TOP OF EXISTING

COMMON BLOCK WALL

SHEETING ANGLE

FASTENED TO WALL GIRTS

THERMAL SPACER

4' -0

" M A

X � S

P A

G 4'

-0

A B

O V

E F

H E

D F

FINISHED FLOOR

ATTIC INSULATION NOT

SHOWN FOR CLARITY

RAKE CLEAT

� ��2" DEEP X �6 GA� HAT

CHANNEL <PURLINS>

(�'-0" MAX SPACING)

SCALE:

0329-001

JOB:

DWG:

A.09

D E

T A

3/11/24

DATE:

DGN:

DWN:

CHK:

APP:

AS SHOWN

R E

D A

T E

D E

S C

SEAL:

DRAWING STATUS:

BID

R O

A D

W A

Y S

T R

E E

T C

A R

N E

.5 w w w .r ed co ne ng in ee rin g.

co m

E R

V O

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D E

P T

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T A

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G E

X P

A N

M A

T C

H E

T T

E R

N T

O N

, P A

TYP. INSULATED WALL/ROOF DETAIL AT 1'-0" OVERHANG�

A�0� SCALE: ��4" � �'-0"

TYP. INSULATED WALL DETAIL2

A�0� SCALE: ��4" � �'-0"

TYP. INSULATED WALL/ROOF DETAIL AT 4'-0" OVERHANG�

A�0� SCALE: ��4" � �'-0"

BKK

JRE

EAH

TYP. SECTION AT COMMON BLOCK WALLA

A�0� SCALE: � ��2" � �'-0"

/1 2/

E V

D A

S S

H O

EXISTING CMU

BLOCK WALLS

SISTE3 NEW �X� Y�� BOA3% TO

EXISTING �

T3USSES AN% ATTAC)

WIT) CONST3UCTION A%)ESI7E AN%

��% NAILS STAGGE3E% E7E3: ��

SISTE3 NEW �X� Y 'ULL LENGT)

BOA3% TO EXISTING �

T3USSES

AN% ATTAC) WIT) CONST3UCTION

A%)ESI7E AN% ��% NAILS

STAGGE3E% E7E3: ��

3EIN'O3CE T)E 'I3ST �

T3USSES ON T)E NO3T) SI%E

O' T)E EXISTING BUIL%ING

AS S)OWN 'O3 A%%ITIONAL

SNOW %3I'T LOA% SU11O3T

�� MINIMUM O7E3LA1

�X� T3USS EXTENSION�

SISTE3 NEW �X� NEXT TO EXISTING T3USSES AN% ATTAC) WIT)

CONST3UCTION A%)ESI7E AN% ��% NAILS STAGGE3E% E7E3: ��

TO C3EATE NEW �� 3OO' O7E3)ANG� O7E3LA1 A MINIMUM O'

�� ONTO EXISTING T3USS�

EXISTING T3USS

�+� T3IM 'ASTENE% TO

WALL S)EETING WIT)

SC3EWS AT �� ON CENTE3

NEW ��

O7E3)ANG

�X� 'ASCIA

BOA3%

GUTTE3

�� GA�

SO''IT

1ANEL

EXISTING CMU BLOCK�B3ICK WALL

� �� %EE1 X �� GA� )AT

C)ANNELS <1U3LINS> ATTAC)E%

TO EXISTING 3OO' %ECK

�� MAX� S1ACING

NEW �� GA� SEAM�LOK STAN%ING

SEAM 3OO' TO MATC) NEW

BUIL%ING A%%ITION

3EMO7E EXISTING 'ASCIA BOA3%

EA7E CO7E3 T3IM

SO''IT CO7E3 T3IM

EA7E 1LATE

METAL CLOSU3E

GUTTE3 ST3A1

STAN%ING SEAM

3OO' CLI1S

CUT BACK EXISTING 3OO' %ECK S)EAT)ING TO ALLOW

ACCESS TO INSTALL NEW �X� T3USS EXTENSIONS�

3E1LACE WIT) NEW S)EAT)ING O' T)E SAME T)ICKNESS�

�� GAUGE EXTE3IO3

WALL S)EETING

� �� %EE1 X �� GA� )AT C)ANNEL ! �� MAX� S1ACING�

'ASTEN TO CMU WALL WIT) CONC3ETE 'ASTENE3S

S�� COLO3GA3% SNOW

3ETENTION S:STEM

MAX� S1ACING

� �� %EE1 X �� GA� )AT

C)ANNEL <1U3LINS>

�� MAX S1ACING

NEW �� GA� SEAM�LOK

STAN%ING SEAM 3OO'

TO MATC) NEW

BUIL%ING A%%ITION

STAN%ING SEAM 3OO' CLI1S

LOW 13O'ILE SS3 3I%GE 7ENT

BACKU1

1LATE

OUTSI%E CLOSU3E

EXISTING

T3USS

EXISTING

3OO' %ECK

3AKE T3IM

3AKE SU11O3T

NEW S)EAT)ING

SO''IT CO7E3 T3IM�� GA�

SO''IT

1ANEL

NEW ��

O7E3)ANG

�X� BLOCKING

! �� O�C�

� �� %EE1 X �� GA� )AT

C)ANNELS <1U3LINS>

ATTAC)E% TO EXISTING

3OO' %ECK

�� MAX� S1ACING

3EMO7E EXISTING 3OO' %ECK

S)EAT)ING BACK TO �N% T3USS

EXISTING T3USSES

NEW �� GA� SEAM�LOK

STAN%ING SEAM 3OO' TO

MATC) NEW BUIL%ING A%%ITION

STAN%ING

SEAM 3OO'

CLI1S

C �N% T3USSL

�+� T3IM

NEW �X� LA%%E3 '3AME%

GABLE EXTENSION WIT) �X�

BLOCKING AT �� O�C�

'ASTENE% TO EXISTING EN%

T3USS WIT) CONST3UCTION

A%)ESI7E AN% ��% NAILS

STAGGE3E% AT E7E3: ��

NEW �� GA� �3� 1ANEL GABLE S)EETING

� �� %EE1 X �� GA� )AT

C)ANNEL ! �� MAX� S1ACING�

TE3MINATION T3IM

T)E3MAL S1ACE3

EXISTING CMU

BLOCK�B3ICK WALL

�� GAUGE EXTE3IO3

WALL S)EETING

� �� %EE1 X �� GA�

)AT C)ANNEL ! ��

MAX� S1ACING�

'ASTEN TO CMU WALL

WIT) CONC3ETE

'ASTENE3S

'INIS)E%

G3A%E

CUSTOM BENT

BASE T3IM

CUSTOM BENT

+�T3IM

EXISTING CMU

BLOCK�B3ICK WALL

�� GAUGE

EXTE3IO3

WALL S)EETING

� �� %EE1 X �� GA� ;EE

'U33ING

'ASTENE% TO

CMU WALL A3OUN%

1E3IMETE3 O' EXISTING

%OO3�WIN%OW O1ENING�

EXISTING %OO3 O3

WIN%OW O1ENING

CUSTOM BENT

+AMB CO7E3 T3IM

SILICONE SEALANT

1O1 3I7ET

OUTSI%E

CO3NE3 T3IM

�� GAUGE EXTE3IO3

WALL S)EETING

EXISTING CMU

BLOCK�B3ICK WALL

T C

N N

E L

)AT C)ANNEL

INSI%E

CO3NE3 T3IM

�� GAUGE EXTE3IO3

WALL S)EETING

EXISTING CMU

BLOCK�B3ICK WALL

)AT C)ANNEL

N E

W B

G W

G I3

SCALE:

0329-001

JOB:

DWG:

A.10

D E

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3/11/24

DATE:

DGN:

DWN:

CHK:

APP:

AS SHOWN

R E

D A

T E

D E

S C

SEAL:

DRAWING STATUS:

BID

R O

A D

W A

Y S

T R

E E

T C

A R

N E

.5 w w w .r ed co ne ng in ee rin g.

co m

E R

V O

L . F

D E

P T

S U

B -S

T A

N B

G E

X P

A N

M A

T C

H E

T T

E R

N T

O N

, P A

EXISTING TRUSS REINFORCING DETAILA

A�� SCALE� ��

BKK

JRE

EAH

TYP. PEAK DETAIL ON EXISTING BUILDING�

A�� SCALE� ��

TYP. EAVE EXTENSION DETAIL OF EXISTING BUILDING�

A�� SCALE� � ��

TYP. LADDER FRAME GABLE EXTENSION OF EXISTING BUILDING�

A�� SCALE� � ��

TYP. BASE DETAIL OF EXISTING BUILDINGB

A�� SCALE� � ��

TYP. TRIM DETAIL AT EXISTING DOOR / WINDOW OPENINGE

A�� SCALE� � ��

TYP. OUTSIDE CORNER DETAIL OF EXISTING BUILDINGC

A�� SCALE� � ��

TYP. INSIDE CORNER DETAIL OF EXISTING BUILDING%

A�� SCALE� � ��

/1 2/

E V

D A

S S

H O

W N

NOTE�

BE'O3E INSTALLATION O' METAL 'U33ING AN% WALL S)EETING

ALL 13OT3U%ING B3ICK

WIN%OW SILLS MUST BE SAW�CUT BACK TO BE 'LUS) WIT) T)E A%+ACENT CMU MASON3:

WALL� A'TE3 CUTTING

T)E CONT3ACTO3 MUST INS1ECT T)E 3EMAINING B3ICK 'O3 AN:

LOOSE UNITS O3 COM13OMISE% MO3TA3� AN: LOOSE MASON3: MUST BE 3E1OINTE% O3

STABILI;E% TO MAINTAIN T)E WALL�S ST3ENGT)�

SCALE:

0329-001

JOB:

DWG:

S.01

E R

V O

L . F

D E

P T

O N

C R

E T

E N

O T

E S

3/11/24

DATE:

S U

B -S

T A

N B

G E

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A N

M A

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H E

T T

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O N

, P A

DGN:

DWN:

CHK:

APP:

AS SHOWN

R E

D A

T E

D E

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SEAL:

DRAWING STATUS:

BID

R O

A D

W A

Y S

T R

E E

T C

A R

N E

.5 w w w .r ed co ne ng in ee rin g.

co m

BKK

JRE

EAH

HIGH EARLY STRENGTH CONCRETE:

�� THIS SECTION APPLIES TO TYPE III PORTLAND CEMENT ONLY�

2� HIGH EARLY STRENGTH CONCRETE SHOULD ONLY BE USED WHEN APPROVED BY OWNERS ENGINEER�

�� CONTRACTOR SHALL SUBMIT MIX DESIGN TO OWNERS ENGINEER FOR APPROVAL� OWNERS ENGINEER MUST APPROVE TYPE

III CONCRETE USE BEFORE BATCHING� FOR HIGH EARLY STRENGTH CONCRETE

TEST BREAKS MUST INDICATE MINIMUM �0�

OF THE MINIMUM DESIGN STRENGTH BEFORE LOADS SHALL BE APPLIED� UNDER NO CIRCUMSTANCE SHALL THE MAXIMUM

LOADING EXCEED THE COMPRESSIVE STRENGTH OF THE CONCRETE�

4� CONTRACTOR SHALL PROVIDE CONCRETE BATCH TESTING REPORTS AND OBTAIN OWNERS ENGINEER APPROVAL OF MIX AND TEST CYLINDER BREAKS PRIOR TO USING HIGH EARLY STRENGTH CONCRETE� CONTRACTOR SHALL SUBMIT TEST BREAK

RESULTS AFTER � DAYS

�4 DAYS

AND 2� DAYS OF CURING

OR AT OTHER INTERVALS AS SPECIFIED BY OWNER�

�� HIGH EARLY STRENGTH CEMENT SHALL NOT BE USED WHEN THE AMBIENT TEMPERATURE IS ABOVE

OR IS FORECASTED TO

BE ABOVE

�0n F AT TIME OF PLACEMENT�

6� HIGH EARLY STRENGTH CEMENT SHALL NOT BE USED WHEN THE AMBIENT TEMPERATURE IS BELOW

OR IS FORECASTED TO

BE BELOW

40n F DURING TIME OF PLACEMENT�

�� DETAILS AND METHODS OF PLACING AND HANDLING CONCRETE SHALL BE IN ACCORDANCE WITH THE PROCEDURES IN ACI ��

AND THE RE2UIREMENTS OF THIS SPECIFICATION�

�� WRITTEN APPROVAL FROM OWNERS ENGINEER IS RE2UIRED BEFORE USING ACCELERATING ADMIXTURES OR ADDITIONAL

CEMENT�

�� UNLESS SPECIFICALLY APPROVED BY OWNERS ENGINEER

CALCIUM CHLORIDE SHALL BE AVOIDED� HOWEVER

NECESSARY

CALCIUM CHLORIDE MAY BE USED PROVIDED THAT NO MORE THE 2� OF CALCIUM CHLORIDE BY WEIGHT OF

CEMENT IS USED�

�0� THE PROPORTIONS OF CEMENT

WATER

COARSE AGGREGATE

FINE AGGREGATE

AND ADMIXTURES FOR EACH MIX DESIGN

SHALL BE FORWARDED TO OWNER FOR APPROVAL PRIOR TO DELIVERY OF ANY CONCRETE�

�� MOIST CURING SHALL CONSIST OF KEEPING THE CONCRETE CONTINUOUSLY WET FOR A PERIOD OF NOT LESS THAN � DAYS

WHEN USING HIGH EARLY STRENGTH PORTLAND CEMENT�

�2� CONCRETE FOUNDATIONS AND STRUCTURES SHALL BE ALLOWED TO CURE A MINIMUM OF � DAYS FOR TYPE III CONCRETE BEFORE ANY EXTERNAL LOADS ARE APPLIED� EXTERNAL LOADS ARE LIMITED TO ONLY ESSENTIAL E2UIPMENT WEIGHT AT THE TIME� TEST BREAKS MUST MEET OR EXCEED THE MAXIMUM LOAD CAPACITY OF THE E2UIPMENT BEFORE LOADING THE FOUNDATION� LOADING FOUNDATIONS THAT HAVE CURED LESS THAN � DAYS MUST BE APPROVED BY OWNERS ENGINEER

PRIOR TO PLACEMENT� FURTHERMORE

OWNERS ENGINEER MUST REVIEW AND APPROVE BREAKS PRIOR TO LOADING�

�� CONTRACTOR SHALL SUBMIT CONCRETE TESTING SCHEDULE WITH THE MIX DESIGN TO OWNER�

CONDITIONS

THICKNESS OF SECTIONS

LESS THAN �2" �2"-�6" �6"-�2" OVER �2"

60nF

6�nF

�0nF

MIN� TEMPERATURE

OF FRESH CONCRETE

AS MIXED FOR

WEATHER INDICATED

ABOVE �0nF

0nF TO �0nF

BELOW 0nF

��nF

60nF

6�nF

�0nF

��nF

60nF

4�nF

�0nF

��nF

MINIMUM TEMPERATURE OF FRESH

CONCRETE AS PLACED AND MAINTAINED

MAX� ALLOWABLE GRADUAL DROP IN

TEMPERATURE IN THE FIRST 24 HOURS

AFTER END OF PROTECTION

��nF �0nF 4�nF 40nF

�0nF 40nF �0nF 20nF

SERVICE