Building Shell Plans Rev 1-30-23 (3).pdf

PROJECT LOCATION

VICINITY MAP

VCC 1005.3.2 EXC 10.15" PER OCCUPANT

2+

19,843 SQ. FT.

20,291 SQ. FT.

VCC 1103.1YES

REQUIRED DOOR WIDTH

NOT REQUIRED

PROVIDED EXITS

ACCESS PROVIDED FOR THE DISABLED

FIRE SEPARATION

VCC TABLE 1006.2.1

AND 1006.3.1REQUIRED EXITS STORAGE MEZZANINE

MAIN LEVEL

VCC TABLE 1004.1.2

191 (SEE LIFE SAFETY PLANS)OCCUPANT LOAD

VCC 907.1

PROVIDED PER SPRINKLER SYSTEM

NOT REQUIREDSMOKE DETECTORS

FIRE ALARM

1ACTUAL NUMBER OF STORIES ABOVE GRADE

1ALLOWABLE NUMBER OF STORIES ABOVE GRADE

31' - 6"

75'-0"

ACTUAL AREA

MAIN LEVEL

TOTAL

REQUIREDSPRINKLER SYSTEM

UNLIMITED

VCC TABLE 503; VCC 504.2

IIB

VCC 304.1, 306.3, 311.2, 311.3NON SEPARATED B / F-2 / S-1 / S-2

VCC 507.4

ACTUAL HEIGHT

CODE REQUIREMENTS

CODE COMPLIANCE

ALLOWABLE HEIGHT

REFERENCES

VCC TABLE 601

VCC TABLE 507.4

PER VCC 507.4 AND DUE TO

MEETING REQUIREMENTS

OF FIRE FLOW

ALLOWABLE AREA

CONSTRUCTION TYPE

OCCUPANCY TYPE

PROJECT BUILDING CODES

PLUMBING FIXTURE COUNT

FIXTURES REQUIRED FIXTURES PROVIDEDFIXTURE TYPE

WATER CLOSET

LAVATORY

DRINKING

FOUNTAIN

SERVICE SINK

1 PER 1,000; 1 REQUIRED

1 REQUIRED

3 PROVIDED

3 PROVIDED INCLUDING

2 UNISEX SEE BELOW

3 PROVIDED INCLUDING

1 UNISEX SEE BELOW

2 PROVIDED

1 PROVIDED

PLUMBING FIXTURES FOR: MIXED OCCUPANCY B (BUSINESS)

BASED ON 2018 IBC PLUMBING FIXTURE TABLE 2902.1

CALCULATIONS ARE BASED ON OCCUPANT LOAD

TOTAL OCCUPANCY:191 OCCUPANTS

ASSUMING 95 MEN AND 96 WOMEN.

448 SQ. FT.STORAGE MEZZANINE

URINALS* 4 PROVIDED*

* PER IPC 2018, SECTION 419.2: URINALS SHALL NOT BE SUBSTITUTED FOR

MORE THAN 67% OF WATER CLOSETS IN ASSEMBLY OCCUPANCIES AND NO

MORE THAN 50% IN OTHER OCCUPANCIES

PROJECT NUMBER: 01-20-075

PROJECT NAME: AUGUSTA COUNTY SERVICE AUTHORITY

NEW MAINTENANCE BUILDING

ADDRESS: 846 LAUREL HILL RD. VERONA, VA

PROJECT INFORMATION

CODES / STANDARDS

2018 VIRGINIA CONSTRUCTION CODE

2018 VIRGINIA PLUMBING CODE

2018 VIRGINIA ELECTRICAL CODE

2018 VIRGINIA MECHANICAL CODE

2018 VIRGINIA FUEL GAS CODE

2018 VIRGINIA ENERGY CONSERVATION CODE

2018 VIRGINIA FIRE PREVENTION CODE

BUILDING DESCRIPTION

ADMINISTRATION OFFICES & WAREHOUSE

THE INFORMATION CONTAINED BELOW WAS COMPILED BY AND

FOR THE EXCLUSIVE USE OF THE ARCHITECT IN THE DESIGN OF

HIS PORTION OF THE WORK. IT IS ALSO INTENDED TO IDENTIFY

TO THE CODE OFFICIAL THE ARCHITECT'S INTERPRETATION OF

THE CODE. THE INFORMATION IS EXCERPTED FROM THE CODE

IDENTIFIED BELOW UNLESS INDICATED OTHERWISE. IT IS

INTENDED TO IDENTIFY REQUIREMENTS FOR THIS STRUCTURE

PRIMARILY IN TERMS OF OCCUPANCY, CONSTRUCTION TYPE

AND EGRESS. MISCELLANEOUS OTHER ISSUES MAY ALSO BE

IDENTIFIED. THE INFORMATION IS NOT INTENDED TO INCLUDE

ALL APPLICABLE PORTIONS OF THE CODE OR OTHER

APPLICABLE CODES AND GOVERNING REGULATIONS. IT IS ALSO

NOT INTENDED TO DIMINISH THE IMPORTANCE OR RELEVANCE

OF OTHER PORTIONS OF CODES AND REGULATIONS THAT ARE

APPLICABLE TO THE WORK CONTAINED IN THE DRAWINGS AND

SPECIFICATIONS. CONSULTANTS, CONTRACTORS,

MANUFACTURERS AND OTHER PARTIES THAT HAVE OR WILL

PERFORM DESIGN OR CONSTRUCTION SERVICES ON THIS

STRUCTURE SHALL NOT RELY ON THIS INFORMATION IN THE

PERFORMANCE OF THEIR WORK. EACH SUCH PARTY SHALL BE

RESPONSIBLE FOR THEIR OWN REVIEW AND COMPLIANCE OF

CODES AND REGULATIONS.

STORAGE MEZZANINE

MAIN LEVEL

NOT REQUIRED

3 PROVIDED INCLUDING

1 UNISEX SEE BELOW

MEN: 1 PER 25 FOR FIRST 50

1 PER 50 FOR REMAINDER (50+)

3 REQUIRED

UNISEX: NOT REQUIRED 2 PROVIDED

WOMEN: 1 PER 25 FOR FIRST 50

1 PER 50 FOR REMAINDER (50+)

3 REQUIRED

MEN: 1 PER 40 FOR FIRST 80

1 PER 80 FOR REMAINDER (80+)

3 REQUIRED

WOMEN: 1 PER 40 FOR FIRST 80

1 PER 80 FOR REMAINDER (80+)

3 REQUIRED

UNISEX: NOT REQUIRED 2 PROVIDED

TOTAL: 6 REQUIRED 6 PROVIDED

TOTAL: 6 REQUIRED 6 PROVIDED

(540) 432-6272

WFS@MEIEGINEERINGINC.COM

WESLEY SIEVER

HARRISONBURG, VA 22802

& PLUMBING ENGINEER 1592 CF POURS DR.

MECHANICAL/ELECTRICAL MEI ENGINEERING, INC.

(540) 442-8787

BK@ENGSOLN.COM

BRIAN KOERNER

HARRISONBURG, VA 22802

1010 N MAIN STREET

STRUCTURAL ENGINEER ENGINEERING SOLUTIONS

(540) 437-1228

ACAMPBELL@BLUELINE.TEAM

ANNA CAMPBELL

HARRISONBURG, VA 22801

126 W. BRUCE STREET

ARCHITECT BLUE RIDGE ARCHITECTS, PC, A BLUELINE COMPANY

(540) 394-3214

SCOTT@PEED-BORTZ.COM

SCOTT BORTZ

CHRISTIANSBURG, VA 24073

20 MIDWAY PLAZA DR. #100

CLIENT PEED & BORTZ, LLC

PROJECT TEAM

THE ELECTRONIC DATA USED TO CREATE THESE DOCUMENTS IS

AVAILABLE IN DIGITAL FORM FOR THE PRICE OF $100 PER FILE.

RECIPIENT WILL ALSO BE REQUIRED TO SIGN AN ELECTRONIC DATA

RELEASE FORM.

Anna Sarnowska-Campbell

No. 014655

ALL DESIGNS, GRAPHICS AND DATA ON THIS SET OF DRAWINGS ARE THE INTELLECTUAL PROPERTY OF BLUE RIDGE ARCHITECTS PC, A BLUELINE COMPANY AND HAVE BEEN CREATED AND DEVELOPED FOR THIS SPECIFIC PROJECT. USE OF ALL INTELLECTUAL PROPERTY BY ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE IS UNAUTHORIZED WITHOUT THE WRITTEN PERMISSION OF BLUE RIDGE ARCHITECTS PC, A BLUELINE COMPANY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON THE PROJECT SITE, AND SHALL NOTIFY BLUE RIDGE ARCHITECTS PC, A BLUELINE COMPANY OF ANY DISCREPANCIES FROM THE DIMENSIONS AND CONDITIONS SHOWN IN THIS SET OF DRAWINGS. IF DISCREPANCIES ARE FOUND BETWEEN ANY ELECTRONIC FILES AND THE SEALED ORIGINAL, THE SEALED ORIGINAL SHALL GOVERN.

COPYRIGHT: 2022

PROJ NO:

1/6/2022 BID DOCUMENTS

REVISED BID DOCUMENTS6/10/2022

6/10/2022

10/26/2022 3:09:11 PM

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COVER SHEET

01-20-075

AUGUSTA COUNTY SERVICE AUTHORITY

846 LAUREL HILL RD. VERONA, VA

DRAWING INDEX

CS COVER SHEET

A-010 GENERAL NOTES / SCHEDULES

A-021 LEVEL 1 LIFE SAFETY PLAN

A-022 LEVEL 2 LIFE SAFETY PLAN

S-001 GENERAL NOTES

S-101 FOUNDATION PLAN

S-102 MEZZANINE FRAMING PLAN

S-201 FOUNDATION DETAILS

A-101 LEVEL 1 FLOOR PLAN

A-102 LEVEL 2 FLOOR PLAN

A-111 LEVEL 1 RCP

A-112 LEVEL 2 RCP

A-120 FINISH LEGEND AND SCHEDULE

A-121 FINISH PLANS

A-122 ROOF PLAN

A-201 BUILDING ELEVATIONS

A-301 BUILDING SECTIONS

A-302 EXTERIOR WALL SECTIONS

A-303 WALL SECTIONS + DETAILS

A-401 ENLARGED PLANS / CASEWORK DETAILS

M-001 MECHANICAL SPECIFICATIONS

M-101 HVAC PLANS

M-102 HVAC SCHEDS. AND DETAILS

E-001 ELECTRICAL SPECIFICATIONS

E-002 ELEC. SCHEDS., PANELS, & RISER

E-003 ELEC. PANEL SCHEDULES

E-004 ELEC. RISERS AND FORMS

E-101 POWER PLANS

E-201 LIGHTING PLANS

E-301 CABLE TRAY / CONDUIT PLANS

E-401 ELECTRICAL SITE PLAN

P-001 PLUMBING SPECS., SCHEDS. & DETAILS

P-101 SANITARY / AIR PLAN & RISERS

P-201 WATER / GAS PLAN & RISERS

RENDERING FOR VISUALIZATION PURPOSED ONLY; NOT INTENDED FOR CONSTRUCTION

Mark Date Description

1 Date 1 ADDENDUM 1

BID DRAWINGS ARE EXCERPT FROM FULL SET OF PROJECT DOCUMENTS,

SO MAY DETAIL ADDITIONAL SCOPE OF WORK, NOT PERTINENT TO

SHELL BUILDING PROJECT. PROVIDE ONLY BIDS FOR BUILDING SHELL

(INCLUDING INSULATION), EXTERIOR DOORS, WINDOWS AND AWNINGS,

FOUNDATIONS, SLAB AND UNDER-SLAB PIPING.

SIZE AND LOCATION OF MECHANICAL & ELECTRICAL EQUIPMENT PADS &

TRENCHES ARE APPROXIMATE. VERIFY FINAL SIZE AND

LOCATION WITH FINAL EQUIPMENT REQUIREMENTS.

PROVIDE MASONRY CONTROL JOINT AT INSIDE CORNERS AND AS

INDICATED ON DRAWINGS.

ARCHITECTURAL FINISHED FLOOR ELEVATION 100'-0" IS EQUAL TO

FINISHED FLOOR ELEVATION 1246.00 INDICATED ON CIVIL DRAWINGS.

ALL WORK SHALL COMPLY THE REQUIREMENTS OF THE VIRGINIA

CONSTRUCTION CODE, 2015 EDITION. COMPLY WITH ALL FEDERAL, STATE

AND LOCAL ORDINANCES AND REGULATIONS AS APPLICABLE TO THIS

PROJECT.

THE DRAWINGS ARE DIAGRAMMATIC, INTENDING TO OUTLINE GENERAL

DESIGN REQUIREMENTS ONLY, AND ARE NOT INTENDED TO BE COMPLETE

IN ALL DETAILS. SPECIFIC IMPLEMENTATION OF THE DRAWINGS SHALL BE

THE RESPONSIBILITY OF EACH TRADE ENGAGED UPON THE WORK. THE

CONTRACTOR IS RESPONSIBLE FOR OVERALL COORDINATION.

BY ENTERING INTO CONTRACT, EACH CONTRACTOR REPRESENTS THAT

HE HAS THE SKILL AND EXPERT KNOWLEDGE TO EXECUTE THE WORK

REQUIRED, AND THAT THEY ARE LICENSED BY THE VIRGINIA DEPARTMENT

OF COMMERCE IN ACCORDANCE WITH THE LATEST REQUIREMENTS THE

CODE OF VIRGINIA, AS AMENDED.

EACH CONTRACTOR SHALL PROTECT HIS WORK AND EXISTING

CONSTRUCTION FROM DAMAGE DUE TO HIS OPERATION AND SHALL

REPLACE OR REPAIR, AS REQUIRED, ALL DAMAGED WORK TO THE

SATISFACTION OF THE OWNER.

TAKE MEASUREMENTS AND VERIFY WORKING CONDITIONS AT THE SITE

AND COORDINATE WITH THE DRAWINGS. VERIFICATIONS SHALL TAKE

PLACE BEFORE LAYING OUT OR PROCEEDING WITH WORK. THE

CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ERRORS, INCLUDING

THE COSTS OF CORRECTIVE WORK, RESULTING FROM HIS FAILURE TO

EXERCISE SUCH VERIFICATION.

CLEAN UP AND REMOVE SITE FROM DAILY ALL DEBRIS, AND LEAVE THE

WORK IN AN ORDERLY CONDITION, BROOM CLEAN.

ALL DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD OR FACE

OF MASONRY, UNLESS OTHERWISE NOTED. VERIFY ALL DIMENSIONS IN

THE FIELD.

FIREBLOCKING:

MATERIALS: 2-INCH (NOMINAL) THICKNESS OF LUMBER WITH TIGHT

JOINTS, 2 THICKNESSES OF 1-INCH (NOMINAL) LUMBER WITH

BROKEN LAP JOINTS, OR 1 THICKNESS OF 23/32-INCH PLYWOOD OR OSB

PANEL WITH JOINTS BACKED BY SAME MATERIAL.

REQUIRED:

A. IN CONCEALED WALL SPACES AT THE CEILING & FLOOR OR

ROOF LEVELS.

B. AT CONNECTIONS BETWEEN HORIZONTAL & VERTICAL

SPACES, SUCH AS SOFFITS & DROPPED CEILINGS.

C. AT OPENINGS AROUND VENTS, PIPES, DUCTS AND OTHER

PENETRATIONS THROUGH CEILING AND FLOOR LEVELS.

D. WITHIN CONCEALED SPACES OF EXTERIOR WALL FINISH &

OTHER EXTERIOR ARCHITECTURAL

ELEMENTS AT MAXIMUM INTERVALS OF 20 FEET.

E. IN ANY SPACES BEHIND COMBUSTIBLE FINISH & TRIM AT

MAXIMUM INTERVALS OF 10 FEET.

GENERAL NOTES:

SUBMITTALS ARE NOT CONTRACT DOCUMENTS. THE PURPOSE OF

SUBMITTALS IS TO DEMONSTRATE THE WAY THE CONTRACTOR

INTENDS TO CONFORM TO THE DESIGN INTENT OF THE CONTRACT

DOCUMENTS.

SUBMITTALS NOT REQUIRED MAY BE RETURNED WITHOUT ACTION.

THE CONTRACTOR SHALL PROVIDE A SUBMITTAL SCHEDULE FOR

APPROVAL BY THE ARCHITECT. THE SUBMITTAL SCHEDULE SHALL

PROVIDE REASONABLE TIME FOR ARCHITECT REVIEW AND IN

SEQUENCE SUCH THAT NO DELAY IN THE WORK SHALL RESULT.

THE ARCHITECT WILL REVIEW SUBMITTALS FOR THE LIMITED

PURPOSE OF CHECKING CONFORMANCE WITH THE INFORMATION

GIVEN AND DESIGN INTENT.

THE CONTRACTOR SHALL REVIEW SUBMITTALS FOR COMPLIANCE

WITH THE CONTRACT DOCUMENTS PRIOR TO SUBMISSION TO THE

ARCHITECT.

THE CONTRACTOR SHALL PERFORM NO PORTION OF THE WORK

PERTAINING TO A SUBMITTAL PRIOR TO RECEIPT OF THE SUBMITTAL

REVIEWED BY THE ARCHITECT.

THE WORK SHALL BE IN ACCORDANCE WITH REVIEWED SUBMITTALS.

HOWEVER, THE CONTRACTOR IS NOT RELIEVED OF RESPONSIBILITY

FOR DEVIATIONS FROM REQUIREMENTS OF THE CONTRACT

DOCUMENTS BY THE REVIEW OF SUBMITTALS BY THE ARCHITECT.

THE CONTRACTOR IS NOT RELIEVED OF RESPONSIBILITY FOR

ERRORS OR OMISSIONS IN SUBMITTALS BY THE ARCHITECTS REVIEW.

THE CONTRACTOR SHALL DIRECT SPECIFIC ATTENTION TO ITEMS

REQUIRING ARCHITECT SELECTIONS.

SUBMITTAL PROCEDURES:

ADA SIGNAGE MOUNTING:

1'-0"

A .F

.F

MEN WOMEN UNISEX RESTROOMS

MEN

HANDICAPPED

RESTROOM

ACCESSIBLE 1ST

FLOOR

WOMEN MEN UNISEX

WALL - SIGNAGE (TYP)

NOTE:

PICTOGRAMS AND/OR LETTERING ARE

NOT REQ'D ON DOOR-MOUNTED

SIGNAGE. WALL-MOUNTED SIGNAGE

TO BE LOCATED ON LATCH SIDE OF

DOOR CLEAR OF DOOR-SWING.

MOUNT AT 60" TO CENTERLINE OF

SIGN FROM FLOOR.

DOOR-

MOUNTED

SIGNAGE

MEN

LETTERING RAISED 1/32".

HEIGHT OF LETTERING

5/8" TO 2" MAX.

CORRESPONDING

GRADE 11 BRAILLE

UPPERCASE CHARACTERS

DOOR-MOUNTED SIGNAGE (TYP)

SHOP DRAWINGS REQUIRED FOR ACCESSIBLE SIGNAGE PLACEMENT

ALL SIGNAGE SHALL CONFORM TO:

VIRGINIA UNIFORM STATEWIDE BUILDING CODE (VUSBC) 2018:

VIRGINIA CONSTRUCTION CODE (VCC) 2018: SECTION 1111 SIGNAGE

VIRGINIA EXISTING BUILDING CODE (VEBC) 2018:

2010 ADA STANDARDS FOR ACCESSIBLE DESIGN (ASAD) DATED SEPTEMBER 15,

2010: SECTION 703 SIGNS

ADA SIGNAGE MOUNTING NOTES:

LIGHT GAGE METAL FRAMING AS INDICATED, GALVANIZED AND CONFORMING TO ASTM A653.

STANDARD GYPSUM BOARD 5/8” THICK AT WALL AND CEILING LOCATIONS UNLESS NOTED OTHERWISE

USE MOISTURE RESISTANT GYPSUM BOARD BEHIND, ADJACENT TO, AND ABOVE FIXTURES WHICH USE WATER OR GENERATE STEAM.

INSTALL GYPSUM BOARD ACCORDING TO ASTM C840

FINISH TO GA-214 LEVEL 4 THROUGHOUT, EXCEPT:

A. LEVEL 2 ABOVE CEILINGS CONCEALED FROM VIEW

PROVIDE CONTROL JOINTS PER GA-216, APPLICATION AND FINISHING OF GYPSUM PANEL PRODUCTS. NOTE THAT ALL CONTROL JOINTS SHALL BE PREMANUFACTURED OR FIELD FABRICATED FROM SUITABLE MATERIALS. A CONTROL JOINT SHALL BE INSTALLED WHERE A PARTITION, WALL, OR CEILING CROSSES A CONSTRUCTION JOINT (EXPANSION, SEISMIC, OR BUILDING CONTROL JOINT) IN THE SUPPORTING BUILDING STRUCTURE. CONTROL

JOINTS SHALL BE INSTALLED:

A. WHERE A WALL OR PARTITION RUNS IN AN UNINTERRUPTED STRAIGHT PLANE EXCEEDING 30 FT.

B. AT CEILINGS WITHOUT PERIMETER RELIEF, CONTROL JOINT SPACING SHALL NOT EXCEED 30 FT.

GYPSUM BOARD PARTITIONS

1. ALL PARTITION TYPES TO BE TYPE 1 - UNLESS NOTED OTHERWISE.

2. PROVIDE SLIP CONNECTION AT NON-BEARING PARTITIONS EXTENDING TO UNDERSIDE OF STRUCTURE - TYP.

3. 5/8" CEMENTITIOUS BACKER BOARD AT ALL TILE LOCATIONS, INCLUDING TILE BASE LOCATIONS.

4. DIAGONAL BRACE PARTITIONS ABOVE CEILING.

5. SEE FINISH SCHEDULE FOR APPLIED FINISHES OR ALTERNATE COMPONENTS TO PARTITION TYPES LISTED BELOW

6. PROVIDE MOISTURE RESISTANT G.W.B. AT JANITOR ROOMS, LOCKER ROOMS AND RESTROOMS UNLESS OTHERWISE NOTED.

7. F.R.T. PLYWOOD (PAINTED) FROM 1'-0" A.F.F. TO 9'-0" A.F.F. ON ALL WALLS IN SERVER ROOM.

8. PROVIDE STUD GAUGE AS REQUIRED BY CODE FOR SPAN HEIGHTS

PARTITION TYPE GENERAL NOTES

3 5/8" METAL STUD

FRAMING WITH

SOUND BATT

INSULATION

5/8" GYPSUM

BOARD

5/8" GYPSUM

BOARD

5/8" GYPSUM

BOARD

TOP OF WALL

PLAN

BOTTOM

OF WALL

1A

1B

TYPE 1 WITH GYPSUM

WALL BOARD ON ONE

SIDE AND NO SOUND

BATT INSULATION

5/8" GYPSUM

BOARD

5/8" GYPSUM

BOARD

5/8" GYPSUM

BOARD

TYPE 1 - EXTEND WALL TO

UNDERSIDE OF MEZZANINE

2A TYPE 2 - EXTEND WALL TO

ROOF DECK

EXTEND WALL 1' ABOVE

CEILING

6" METAL STUD

FRAMING WITH

SOUND BATT

INSULATION

EXTEND WALL 1' ABOVE

CEILING

5/8" GYPSUM

BOARD

PVC WALL PANELS

UP TO 14'-0" A.F.F.

6" METAL STUD

FRAMING

EXTEND WALL TO ROOF

DECK

PVC WALL PANELS

UP TO 14'-0" A.F.F.

5/8" GYPSUM

BOARD

5/8" GYPSUM

BOARD

1/2" MOISTURE

RESISTANT GYPSUM

BOARD ABOVE PVC

WALL PANELS

6" CMU GROUT

FILLED (1 COURSE)

1C

TYPE 1B - EXTEND WALL TO

UNDERSIDE OF MEZZANINE

WITH GYPSUM WALL BOARD ON

ONE SIDE AND NO SOUND BATT

INSULATION

DOOR SCHEDULE LEGEND (ABBREVIATIONS USED IN SCHEDULE)

PNT = PAINT WD= WOOD AN = ANODIZED

HM = HOLLOW METAL F = FLUSH ST= STEEL

V = VISION PANEL OH = OVERHEAD SV = FACTORY PRE-FINISHED

ANSI FUNCTIONS

F-36 PRIVACY LOCK

F-75 PASSAGE SET

F-81 ENTRANCE LOCK

F-82 OFFICE LOCK

F-84 CLASSROOM LOCK

F-86 STORAGE LOCK

DOOR SCHEDULE GENERAL NOTES

1. GLAZING IN DOORS SHALL BE TEMPERED U.N.O.

2. GLAZING IN EXTERIOR DOORS TO BE INSULATED

3. GLAZING SIZES SHALL COMPLY WITH THE SIZE LIMITATIONS OF NFPA 80

4. EXTERIOR METAL FRAMES AND DOORS TO BE INSULATED.

5. HOLLOW METAL FRAMES TO BE FACE-WELDED

6. CONTRACTOR TO COORDINATE ALL JAMB DEPTHS WITH WALL THICKNESS

7. EXTERIOR ROUGH OPENINGS TO BE SEALED WITH SEALANT AND BACKER-ROD

8. PROVIDE COMMERCIAL GRADE DOOR HARDWARE

9. DOOR HARDWARE TO COMPLY WITH GRASPABILITY AND MOUNTING REQUIREMENTS PER IBC SECTION 1008.

10. PROVIDE REMOVABLE CORES AND KEY TO OWNER'S SYSTEM. LOCKS TO BE SAME MANUFACTURER AS KEY

SYSTEM.

11. PROVIDE SOLID F.R.T. WOOD BLOCKING AT WALL STOP LOCATIONS

12. PROVIDE WEATHERSTRIPPING, DOOR SWEEPS, THRESHOLD AND DRIP CAPS AT EXTERIOR DOORS

DOOR SCHEDULE REMARKS:

1. CASED OPENING

2. PUSH-PULL

3. OVERHEAD SECTIONAL DOOR WITH MANUAL CHAIN OPERATOR

4. PROVIDE CARD READER ELECTRIC STRIKE SYSTEM

5. PROVIDE DOOR BELL SYSTEM WITH PROGRAMMABLE ACCESS AUTHORITY FROM NEWMAN OFFICE 108

6. PROVIDE DOOR RELEASE BUTTON IN NEWMAN OFFICE 108

7. OVERHEAD SECTIONAL DOOR TO BE MOTORIZED

8. PROVIDE ELECTRIC STRIKE, POWER TRANSFER THRU DOOR, POWER SUPPLY, REQUEST TO EXIT FEATURE BUILT

INTO LOCK, DOOR CONTACTS AND DOOR POSITION SWITCH ON EACH LEAF

9. PROVIDE DOOR HOLD OPEN

10. PROVIDE ROUGH-IN FOR FUTURE CARD READER ELECTRIC STRIKE SYSTEM

11. ALUMINUM STOREFRONT SUPPLIER TO PROVIDE ALL REQUIRED DOOR HARDWARE EXCEPT CYLINDERS.

CYLINDERS ARE TO BE BY THE HARDWARE SUPPLIER.

12. PEMB MANUFACTURER PROVIDE INSULATED DOOR & FRAME, HINGES, CLOSERS, WEATHERSTRIPPING, STANDARD DRIP/JAMB FLASHING & THRESHOLDS. PEMB TO PREP/REINFORCE FOR SCHEDULED LOCKS, ACCESS CONTROL & EXIT DEVICES PROVIDED BY DOOR HARDWARE SUPPLIER. PERMANENT CORES AND KEYS PROVIDED

BY OWNER.

DOOR AND HARDWARE NOTES

INDICATES

TEMPERED GLAZING

REQUIRED

OH: SECTIONAL OVERHEAD DOOR SF

T

2" DOOR 2"

D O

O R

F V

T

8" 8"

HM1

DOOR ELEVATION TYPE DOOR FRAME TYPE

T

8"

STOREFRONT TYPES INTERIOR WINDOW TYPES

M

A X

C L T

TT T

NOTE: COORDINATE # OF

VISION WINDOWS W/

OVERALL WIDTH OF DOOR. TYPICAL MOUNTING HEIGHTS

T O

P O

F B

O X

M A

X

1'-0"

LIGHT SWITCH /

FIRE PULL

OUTLET

B O

T T

O M

O F

B O

X

T O

B O

T T

O M

O F

S T

R O

B E

T O

STROBE

5/8" G.W.B. - PTD.

DOOR PANEL

HOLLOW METAL

FRAME -

PAINTED

DOOR FRAME

ANCHOR

PARTITION FRAMING PER

PARTITION TYPES

PAINTABLE SEALANT ENTIRE

PERIMETER OF DOOR FRAME

U.N.O.

4"

8'-0"

2'-5"3'-2"2'-5"

T

T

T

T

T

SF1

3'-0"

SF2

3'-0"

6'-0"

3'-0"

SF3

C

HOLLOW METAL

FRAME

5'-6"

B

HOLLOW METAL

FRAME

SLIDING PASS

THROUGH WINDOW

SS-02 COUNTER

T

3'-4"

SF4

1. LOCKSETS/LATCHSETS: SCHLAGE ND SERIES, COMMERCIAL GRADE 1, HEAVY DUTY CYLINDRICAL LOCKSET, LEVER STYLE & FINISH: SCHLAGE RHODES, 626 SATIN CHROMIUM FINISH

2. ELECTRIC STRIKES: ASSA ABLOY HES 1600CLB OR SIMILAR AS REQUIRED FOR INSTALL LOCATION. TO BE

INSTALLED FAIL SECURE AND BE TIED TO THE BUILDING GENERATOR BACKUP.

3. PERMANENT CORES & KEYS PROVIDED BY OWNER.

4. HINGES: HAGER ECBB1100 US26D, FULL MORTISE, FIVE KNUCKLE, BALL BEARING, STANDARD WEIGHT.

PROVIDE ECBB1101NRP US32D AT EXTERIOR DOORS

5. CLOSERS: HAGER 5200 SERIES, ALUMINUM FINISH

6. DOOR SWEEPS, WEATHERSTRIP, THRESHOLD & DRIP CAPS: HAGER

7. FLOOR & WALL STOPS: IVES

8. EXTERIOR EXIT DEVICES ON H MTL DOORS: VON DUPRIN 99 SERIES WITH RIM CYLINDER. COORDINATE WITH

OWNER SPECIFIED LOCKSET.

DOOR HARDWARE SPECIFICATIONS

STANDARD SHOP-FABRICATED STEEL FRAMES, CONFORMING TO ANSI A250.8

A. STEEL EXTERIOR: 16GA GALVANIZED TO ASTM A653M

B. STEEL INTERIOR: 16GA COLD-ROLLED STEEL

C. FACTORY FINISH: PRIMER, ANSI A250.10 RUST-INHIBITIVE TYPE

FABRICATE FRAMES AS FACE-WELDED UNITS UNLESS NOTED OTHERWISE

FABRICATE WITH HARDWARE REINFORCEMENT PLATES WELDED IN PLACE

NOT USED

PROVIDE THREE SINGLE SILENCERS FOR SINGLE DOORS ON STRIKE SIDE AND TWO SINGLE SILENCERS

ON FRAME HEAD AT DOUBLE DOORS.

PROVIDE WEATHERSTRIPPING WHERE INDICATED IN DOOR SCHEDULE; ALUMINUM WITH NEOPRENE OR

SILICONE SEALS

COORDINATE JAMB DEPTH WITH WALL THICKNESS

COORDINATE FABRICATION AND INSTALLATION WITH HARDWARE REQUIREMENTS

INSTALL PLUMB AND LEVEL FOR EASY AND SMOOTH OPERATION

STANDARD HOLLOW METAL FRAMES

SOLID CORE, AWI SECTION 9, 1 ¾” THICK, EXTRA HEAVY DUTY, PREMIUM GRADE

FINISHED FACE: WOOD VENEER, PLAIN SLICED WHITE OAK, BOOK & RUNNING

MATCHED, PRE-FINISHED PER MANUFACTURER'S STANDARD OPTIONS

FACING ADHESIVE: TYPE II – WATER RESISTANT

NOT USED

FINISH WORK IN ACCORDANCE WITH AWI SECTION 5, PREMIUM GRADE

GLAZING STOPS: WOOD, MATCH DOOR FINISH

INSTALL PER AWI AND MANUFACTURER’S REQUIREMENTS, PLUMB AND LEVEL

PROTECT FROM DAMAGE DURING CONSTRUCTION, REPAIR OR REPLACE DAMAGED

FINISHES

WOOD DOORS

1. DOOR PANELS, SHEET STEEL ANSI A250.8; HOLLOW METAL, 16GA A60 EXTERIOR, 18GA

COLD ROLLED STEEL INTERIOR 1 ¾” THICK, FIELD PAINTED

2. INSULATE EXTERIOR DOORS, POLYURETHANE FOAM TO R-2.4 MINIMUM

3. FABRICATE DOORS WITH HARDWARE REINFORCEMENT WELDED IN PLACE

4. INSTALL DOORS PER ANSI A250.11

METAL DOORS

1. TEMPERED GLASS: ASTM C1048, TYPE 1 TRANSPARENT FLAT, QUALITY Q3, FULLY

TEMPERED, FLOAT GLASS

2. ALL EXTERIOR LOCATIONS TO BE INSULATED; 1” TOTAL UNIT THICKNESS

A. U-FACTOR: 0.38 MINIMUM (ENTRANCE DOORS: 0.77 MINIMUM)

B. SHGC: 0.40 MINIMUM

3. SEALANTS: ELASTOMERIC MATERIAL COMPATIBLE WITH ADJACENT MATERIALS, ASTM

C920

4. GASKETS: RESILIENT EXTRUDED SHAPE, ASTM C509

5. INSTALL ACCORDING TO GANA GLAZING MANUAL

GLAZING

1. DESIGN AND SIZE COMPONENTS TO WITHSTAND LOADING CAUSED BY POSITIVE

AND NEGATIVE WIND PRESSURE ACTING NORMAL TO THE PLANE OF WALL,

INCLUDING BUILDING CORNERS. SEE S-001 FOR DESIGN WIND LOAD

2. DESIGN AND SIZE GLASS LOCATED LESS THAN 60 FEET ABOVE GRADE TO

WITHSTAND (LARGE/SMALL) MISSILE IMPACT TEST.

3. ALUMINUM FRAME: EXTRUDED ASTM B221, THERMALLY BROKEN, CLEAR

ANODIZED FINISH

4. MULLIONS: PROFILE AS INDICATED IN THE DRAWINGS, FINISH TO MATCH

STOREFRONT DOORS

5. DOORS: ALUMINUM FRAMED GLASS DOORS, STANDARD THICKNESS, STILE AND

RAIL WIDTH AS INDICATED IN DOOR TYPES.

6. PROVIDE STANDARD RIM TYPE EXIT DEVICE

7. GLAZING AS SPECIFIED

8. BRACKETS AND REINFORCEMENTS FROM HIGH-STRENGTH ALUMINUM, OR

STEEL WHERE REQUIRED

9. FASTENERS AND ACCESSORIES COMPATIBLE WITH ADJACENT MATERIALS,

STAINLESS STEEL WHERE EXPOSED.

10. FURNISH MANUFACTURER’S STANDARD HARDWARE INCLUDING

WEATHERSTRIPPING, SILL SWEEPS AND FLASHINGS, THRESHOLDS, AND

HINGES

11. SEAL THE PERIMETER PER MANUFACTURER’S REQUIREMENTS.

12. INSTALL WALL SYSTEM IN ACCORDANCE WITH AAMA SPECIFICATIONS MANUAL

AND IN PROPER RELATION TO WALL FLASHING AND ADJACENT CONSTRUCTION.

13. PROVIDE ALL REQUIRED DOOR HARDWARE EXCEPT CYLINDERS

ALUMINUM STOREFRONT

1. INSULATED STEEL SECTIONAL OVERHEAD DOOR

A. DOOR ASSEMBLY:

i. PANEL THICKNESS: 1-3/8 INCHES

ii. EXTERIOR STEEL: .015 INCH, TEXTURED, ASTM 653

iii. END STILES: 20 GAUGE

iv. SPRING COUNTERBALANCE SIZED TO WEIGHT OF DOOR

v. HIGH CYCLE SPRING - 100K DUTY CYCLE, ASTM 229

vi. MIN. R-VALUE OF 13

vii. PROVIDE STANDARD SIZE VIEW WINDOWS AS INDICATED

B. FINISH AND COLOR: PROVIDE STANDARD TWO COAT BAKED-ON POLYESTER

C. LOCK: PROVIDE SLIDE LOCK WITH INTERLOCK SWITCH FOR AUTOMATIC

OPERATOR WHERE MOTORIZED DOORS ARE INDICATED.

D. WEATHERSTRIPPING: PROVIDE FULL PERIMETER SEAL OF THE OPENING

INCLUDING SECTION JOINT SEAL, TRACK-MOUNTED SIDE SEAL, VINYL TOP

SEAL AND FLEXIBLE VINYL ASTRAGAL ON BOTTOM EDGE

E. TRACK:

i. HIGH LIFT

ii. TRACK SIZE AS REQUIRED FOR APPLICATION

F. OPERATOR:

i. ELECTRIC MOTOR OPERATION, AS INDICATED, WITH REQUIRED

ENTRAPMENT PROTECTION PER UL 325/2010. OPERATOR CONTROLS

TO BE PUSH-BUTTON TYPE, INTERIOR SURFACE MOUNT

ii. PROVIDE MANUAL CHAIN HOIST OTHERWISE

OVERHEAD DOOR SPECIFICATIONS

1. CONCRETE CURING:

A. 'WET' CURE CONCRETE BY USE OF A MOISTURE-RETAINING COVERING

APPROVED BY THE LIQUID DENSIFIER AND SEALER MANUFACTURER

B. LIQUID DENSIFIER AND SEALER: EUCO DIAMOND HARD

i. APPLY WITH HIGH-VOLUME, LOW-PRESSURE SPRAYER, THEN SCRUB

INTO CONCRETE SURFACE PER MANUFACTURER'S SPECIFICATIONS

ii. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR COMPLETE

APPLICATION AND SLAB FLUSH/CLEAN PROCEDURES

SEALED CONCRETE SPECIFICATIONS

5'-0"

HOLLOW METAL

FRAME

A

T

Anna Sarnowska-Campbell

No. 014655

ALL DESIGNS, GRAPHICS AND DATA ON THIS SET OF DRAWINGS ARE THE INTELLECTUAL PROPERTY OF BLUE RIDGE ARCHITECTS PC, A BLUELINE COMPANY AND HAVE BEEN CREATED AND DEVELOPED FOR THIS SPECIFIC PROJECT. USE OF ALL INTELLECTUAL PROPERTY BY ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE IS UNAUTHORIZED WITHOUT THE WRITTEN PERMISSION OF BLUE RIDGE ARCHITECTS PC, A BLUELINE COMPANY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON THE PROJECT SITE, AND SHALL NOTIFY BLUE RIDGE ARCHITECTS PC, A BLUELINE COMPANY OF ANY DISCREPANCIES FROM THE DIMENSIONS AND CONDITIONS SHOWN IN THIS SET OF DRAWINGS. IF DISCREPANCIES ARE FOUND BETWEEN ANY ELECTRONIC FILES AND THE SEALED ORIGINAL, THE SEALED ORIGINAL SHALL GOVERN.

COPYRIGHT: 2022

PROJ NO:

1/6/2022 BID DOCUMENTS

REVISED BID DOCUMENTS6/10/2022

6/10/2022

10/26/2022 3:09:00 PM

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GENERAL NOTES /

SCHEDULES

01-20-075

DOOR SCHEDULE

MARK WIDTH HEIGHT

DOOR FRAME

RATING

PANIC

DEVICE CLOSER

ANSI

FUNCTION REMARKSTYPE MATERIAL FINISH TYPE MATERIAL FINISH

101 3'-0" 7'-0"

102 3'-0" 7'-0"

103 3'-0" 7'-0"

104 3'-0" 7'-0" SF AL AN AL AL AN X X F-81

104A 3'-0" 7'-0"

105 3'-0" 7'-0"

106 3'-0" 7'-0"

107 3'-0" 7'-0"

107A 3'-0" 7'-0" SF AL AN AL AL AN X X F-81

108 3'-0" 7'-0"

108A 3'-0" 7'-0"

109 3'-0" 7'-0"

110 3'-0" 7'-0"

111 3'-0" 7'-0"

112 3'-0" 7'-0"

113 3'-0" 7'-0"

114 3'-0" 7'-0"

115 3'-0" 7'-0"

116 3'-0" 7'-0"

117 3'-0" 7'-0"

118 3'-0" 7'-0"

119 3'-0" 7'-0"

120 3'-0" 7'-0"

121 3'-0" 7'-0"

122 3'-0" 7'-0"

122A 3'-0" 7'-0"

123 3'-0" 7'-0"

123A 3'-0" 7'-0"

123B 3'-0" 7'-0"

123C 3'-0" 7'-0"

123D 3'-0" 7'-0"

124 3'-0" 7'-0"

124A 3'-0" 7'-0"

124B 3'-0" 7'-0"

124C 3'-0" 7'-0"

125A 3'-0" 7'-0"

125B 3'-0" 7'-0" SF AL AN AL AL AN X X F-81

125C 3'-0" 7'-0"

126A 3'-0" 7'-0"

126B 3'-0" 7'-0"

126C 3'-0" 7'-0"

126D 12'-0" 12'-0"

126E 12'-0" 12'-0"

126F 12'-0" 12'-0"

127A 3'-0" 7'-0"

127B 10'-0" 10'-0"

127C 10'-0" 10'-0"

128 3'-0" 7'-0"

129 3'-0" 7'-0"

130 3'-0" 7'-0"

131A 3'-0" 7'-0"

131B 3'-0" 7'-0"

132A 3'-0" 7'-0"

132B 12'-0" 14'-0"

132C 12'-0" 14'-0"

132D 14'-0" 14'-0"

132E 12'-0" 14'-0"

132F 12'-0" 14'-0"

132G 14'-0" 14'-0"

133A 3'-0" 7'-0"

133B 3'-0" 7'-0"

133C 14'-0" 14'-0"

133D 14'-0" 14'-0"

F WD SV HM1 HM PNT X F-36

- - - HM1 HM PNT 1

V WD SV HM1 HM PNT F-82

V WD SV HM1 HM PNT F-82

OH ST PNT - - PNT 7

V WD SV HM1 HM PNT F-82

V WD SV HM1 HM PNT F-82

V WD SV HM1 HM PNT F-82

V WD SV HM1 HM PNT F-82

V WD SV HM1 HM PNT F-82

F WD SV HM1 HM PNT X F-86 4

F WD SV HM1 HM PNT X F-86 4

F WD SV HM1 HM PNT X F-86 4

V WD SV HM1 HM PNT F-82

V WD SV HM1 HM PNT F-82

V WD SV HM1 HM PNT F-82

V WD SV HM1 HM PNT X F-82

F WD SV HM1 HM PNT X - 2

F WD SV HM1 HM PNT X F-75

F WD SV HM1 HM PNT X - 2

F WD SV HM1 HM PNT X - 2

F WD SV HM1 HM PNT F-86

V WD SV HM1 HM PNT X X F-82 9

F WD SV HM1 HM PNT F-82

V WD SV HM1 HM PNT X X F-82 9

F WD SV HM1 HM PNT F-86

V WD SV HM1 HM PNT X F-82

V WD SV HM1 HM PNT X F-82

V WD SV HM1 HM PNT X X F-81 4

V WD SV HM1 HM PNT X X F-81 4

V ST PNT HM1 HM PNT X X F-81 4, 12

V ST PNT HM1 HM PNT X F-82

V ST PNT HM1 HM PNT X F-75

OH ST PNT - - PNT 7

V ST PNT HM1 HM PNT X X F-81 4,5,12

F ST PNT HM1 HM PNT X F-36

F ST PNT HM1 HM PNT F-86

V ST PNT HM1 HM PNT F-82

V ST PNT HM1 HM PNT X X F-81 4,12

V ST PNT HM1 HM PNT X F-75

V ST PNT HM1 HM PNT X X F-81 4, 12

V ST PNT HM1 HM PNT X X F-81 4,12

V ST PNT HM1 HM PNT X F-75

1 1/2" = 1'-0"

DETAIL TYPICAL DOOR JAMB

- - - HM1 HM PNT 1

OH ST PNT - - PNT 3

OH ST PNT - - PNT 7

OH ST PNT - - PNT 7

OH ST PNT - - PNT 3

OH ST PNT - - PNT 3

OH ST PNT - - PNT 3

OH ST PNT - - PNT 7

OH ST PNT - - PNT 7

OH ST PNT - - PNT 3

OH ST PNT - - PNT 7

OH ST PNT - - PNT 7

4,5,8, 11

4,8,11

V WD SV HM1 HM PNT X X F-81 6

F WD SV HM1 HM PNT F-82

- - - HM1 HM PNT 1

- - - HM1 HM PNT 1

- - - HM1 HM PNT 1

8,10, 11

Mark Date Description

1 Date 1 ADDENDUM 1

175 SF

KELLER

174 SF

MADER

379 SF

F&M CREWS

IT/ SCADA

MECH.

SPRINKLER

TLT.

177 SF

ROACH

124 SF

DRUM

LOBBY

124 SF

NEWMAN

129 SF

HAMMER

128 SF

BUTLER

4955 SF

WAREHOUSE

2203 SF

F&M SHOPS

LNDRY

WOMEN'S

LOCKER

1047 SF

WASH BAY

3491 SF

GARAGE BAYS

TLT.

232 SF

PARTS STOR.

93 SF

OFFICE

LOBBY

EXIT ACCESS TRAVEL DISTANCE

76'-4"

FEC

FEC

119 SF

DUNCAN

1 OCCUPANT 1 OCCUPANT

TABULATED: 4 OCCUPANTS

@ 100 SF / PERSON

ACTUAL: 6 OCCUPANTS

1 OCCUPANT

1 OCCUPANT

77 OCCUPANTS

@ 20 SF / PERSON

TABULATED:

7 OCCUPANTS

@ 100 SF / PERSON

ACTUAL: 10 OCCUPANTS

10 OCCUPANTS

@ 500 SF / PERSON

22 OCCUPANTS

@ 100 SF / PERSON

1 OCCUPANT

1 OCCUPANT

@ 300 SF / PERSON

35 OCCUPANTS

@ 100 SF / PERSON

11 OCCUPANTS

@ 100 SF / PERSON

FEC

FEC

FEC

440 +4

8.46" 32"

57 OCC.

4.01" 32"

27 OCC.

2.23" 32"

15 OCC.

11 11

1.63" 32"

11 OCC.

4.3" 32"

29 OCC.

18+11

1 OCCUPANT 1 OCCUPANT 1 OCCUPANT 1 OCCUPANT

8 OCCUPANTS

@ 15 SF / PERSON

4 = [(1+1+6) / 2] = 4

11 = [22 / 2] = 11

17 = [35 / 2] = 188+17+1+1 17

FDC

123 SF

MCCRAY

1 OCCUPANT

1 OCCUPANT

109 SF

BUCK

JAN.

122A

MEN'S LOCKER

6.53" 32"

44 OCC.

FEC

119 SF

BREAK

COPY

STOR.

670 SF

FOPS CREW

COMMON PATH OF TRAVEL

58'-2"

E X

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'-2

EXIT ACCESS TRAVEL DISTANCE

64'-4"

EXIT ACCESS TRAVEL DISTANCE

93'-0"

LIFT LIFT

1520 SF

TRAINING

39 +8+1+1=50 7= [(10+1+1+1) / 2] =6

(6

1.19" 32"

8 OCC.

LIFE SAFETY PLAN GENERAL NOTES

1. FIRE EXTINGUISHERS AND CABINETS ARE INDICATED ON THIS SHEET THUS:

DISTANCE TO NEAREST FIRE EXTINGUISHER: 50' FIRE EXTINGUISHERS TO BE

RATED WITH CAPACITY OF 2A:10B:C U.N.O. (MINIMUM) OR GREATER

PORTABLE FIRE EXTINGUISHER SHALL NOT BE OBSTRUCTED OR OBSCURED

FROM VIEW. WHERE VISUAL OBSTRUCTION CANNOT BE COMPLETELY

AVOIDED, PROVIDE MEANS TO INDICATE LOCATIONS OF EXTINGUISHERS

2. EXIT SIGNS ARE INDICATED ON THIS SHEET THUS:

3. 44" WIDE EGRESS PATH IS INDICATED THUS:

4. CONTRACTOR TO FURNISH AND INSTALL KNOX BOX. LOCATION TO BE DETERMINED

BY FIRE MARSHALL PRIOR TO INSTALLATION.

5. PROVIDE FIRE DEPARTMENT SIAMESE CONNECTIONS ON WALL OR POST AS

REQUIRED BY SPRINKLER SYSTEM DESIGN.

FDC LOCATION FOR SPRINKLER ROOM ONLY INDICATED ON THIS SHEET THUS:

NOTE: ADDITIONAL FDC LOCATIONS NOT INDICATED ON THIS SHEET MAY BE

REQUIRED. ALL LOCATIONS TO BE REVIEWED AND APPROVED BY THE FIRE

MARSHALL PRIOR TO INSTALLATION. FDC LOCATIONS TO BE CLEARLY

MARKED AND VISIBLE.

6. PROVIDE A DEDICATED HYDRANT LOCATED WITHIN 50 FEET OF

EACH FDC. HYDRANT LOCATION TO BE APPROVED BY FIRE

MARSHALL PRIOR TO INSTALLATION.

7. COORDINATE EGRESS LIGHTING WITH ELECTRICAL DRAWINGS

8. SEE COVER SHEET FOR CODE COMPLIANCE TABLE

9. COMMON PATH OF EGRESS TRAVEL (<100)

INDICATED THUS:

10. EXIT ACCESS TRAVEL DISTANCE (<250)

INDICATED THUS:

11. EGRESS DOOR TAG KEY:

A. FIRE EXTINGUISHER (UNLESS NOTED OTHERWISE):

a. LARSEN MANUFACTURING COMPANY MODEL MP5

B. FIRE EXTINGUISHER CABINET:

a. LARSEN MANUFACTURING COMPANY MODEL 2409-R3 SEMI-RECESSED

WITH 2 1/2" ROLLED EDGE TRIM FULL CLEAR ACRYLIC DOOR WITH

VERTICAL RED LETTERING

C. INSTALLATION:

a. PLACE EXTINGUISHERS AND ACCESSORIES IN CABINETS WHERE

INDICATED IN THE DRAWINGS

FIRE PROTECTION SPECIALTIES:

FEC

USE GROUP KEY PLAN:

# OCC.

# OF OCCUPANTS EXITING

MINIMUM REQUIRED CLEAR

EXIT WIDTH

PROVIDED CLEAR

EXIT WIDTH

EXITING DIRECTION

B USE GROUP S-2 USE GROUP

F-2 USE GROUP

S-1 USE GROUP

Anna Sarnowska-Campbell

No. 014655

ALL DESIGNS, GRAPHICS AND DATA ON THIS SET OF DRAWINGS ARE THE INTELLECTUAL PROPERTY OF BLUE RIDGE ARCHITECTS PC, A BLUELINE COMPANY AND HAVE BEEN CREATED AND DEVELOPED FOR THIS SPECIFIC PROJECT. USE OF ALL INTELLECTUAL PROPERTY BY ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE IS UNAUTHORIZED WITHOUT THE WRITTEN PERMISSION OF BLUE RIDGE ARCHITECTS PC, A BLUELINE COMPANY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON THE PROJECT SITE, AND SHALL NOTIFY BLUE RIDGE ARCHITECTS PC, A BLUELINE COMPANY OF ANY DISCREPANCIES FROM THE DIMENSIONS AND CONDITIONS SHOWN IN THIS SET OF DRAWINGS. IF DISCREPANCIES ARE FOUND BETWEEN ANY ELECTRONIC FILES AND THE SEALED ORIGINAL, THE SEALED ORIGINAL SHALL GOVERN.

COPYRIGHT: 2022

PROJ NO:

1/6/2022 BID DOCUMENTS

REVISED BID DOCUMENTS6/10/2022

6/10/2022

10/26/2022 3:09:04 PM

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A-021

LEVEL 1 LIFE

SAFETY PLAN

01-20-075

3/32" = 1'-0"

LEVEL 1 LIFE SAFETY PLAN

FDC

Mark Date Description

1 Date 1 ADDENDUM 1

ALL DESIGNS, GRAPHICS AND DATA ON THIS SET OF DRAWINGS ARE THE INTELLECTUAL PROPERTY OF BLUE RIDGE ARCHITECTS PC, A BLUELINE COMPANY AND HAVE BEEN CREATED AND DEVELOPED FOR THIS SPECIFIC PROJECT. USE OF ALL INTELLECTUAL PROPERTY BY ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE IS UNAUTHORIZED WITHOUT THE WRITTEN PERMISSION OF BLUE RIDGE ARCHITECTS PC, A BLUELINE COMPANY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON THE PROJECT SITE, AND SHALL NOTIFY BLUE RIDGE ARCHITECTS PC, A BLUELINE COMPANY OF ANY DISCREPANCIES FROM THE DIMENSIONS AND CONDITIONS SHOWN IN THIS SET OF DRAWINGS. IF DISCREPANCIES ARE FOUND BETWEEN ANY ELECTRONIC FILES AND THE SEALED ORIGINAL, THE SEALED ORIGINAL SHALL GOVERN.

COPYRIGHT: 2019

PROJ NO:

E n g in e e ri n g

S o lu ti o n s S tr u c tu ra l E n g in e e rs

H a rr is o n b u rg

-4

-8

C h a rl o tt e s v ill e

-2

-8

R ic h m o n d

-4

-3

6/16/2022 1:41:02 PM

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S-001

GENERAL NOTES

0720-443

General Notes

1. All structural work shall be coordinated with architectural and mechanical drawings and shall conform to the project specifications, including the 2018 IBC and 2018 IEBC, as modified by the Virginia Uniform Statewide Building Code (VUSBC 2018).

2. The foundation design shown in these drawings is preliminary and for pricing purposes only. The design should be reassessed based on the actual column layout and building reactions by the Pre Engineered Metal Building supplier

3. During the erection of the building, the contractor shall be responsible for the temporary bracing to withstand all loads to which the structure may be subjected, including lateral loads, stockpiles of material and equipment. Such bracing shall be left in place as long as required for safety and until all framing including roof deck is in place.

4. The contract drawings and specifications are complimentary. These notes highlight rather than replace the specifications contained in the project manual. Where discrepancies exist the more stringent as determined by the Structural Engineer of Record (SER) shall govern.

5. The term "provide", where used in these drawings, is to be interpeted as a combination of both "furnish" and "install".

6. Use structural and architectural drawings in close coordination. Direct any dimensional discrepancy or omission to the architect for resolution prior to commencement of construction.

7. Coordinate configuration and location of equipment supports and openings with approved mechanical or other approved shop drawings.

8. Where structural members pass through or above non-load-bearing partitions, provide clearances to permit the structure to deflect without loading the partitions. Where specific clearances are not indicated, provide not less than 1" around the members. Pack the clearance spaces with safing, mineral wool, fiberglass, or specific UL rated or listed assemblies indicated.

9. Where standards are referenced herein, it shall be assumed the edition is the current referenced standard by the governing jurisdiction.

03300 Cast in Place Concrete

03300.1 General

1.1 All concrete work shall conform to the ACI following governing standards.

a. American Concrete Institute (ACI) "Code Requirements for Structural Concrete" (ACI 318), latest edition per governing building code.

b. ACI "Manual of Concrete Practice", latest edition per governing building code.

c. Concrete Steel Reinforcing Institute (CRSI) "Manual of Standards Practice", latest edition per governing building code.

1.2

a. Concrete Mix Designs - Concrete mix designs shall be prepared in accordance with the most recent edition of ACI 318 and with the information indicated in the mix design table. Submittal shall include which concrete mixes are to be used for mix ID designated below.

03300.2 Products

2.1 Refer to specifications for allowable concrete materials including cement, aggregate, water and admixtures.

2.2 Reinforcing steel shall be deformed bars conforming to ASTM A615, Grade 60 or A775 epoxy coated when called out on plan. Reinforcing steel shall be detailed according to the ACI "Details and Detailing of Reinforcement", (ACI 315), latest edition per governing building code.

2.3 Welded wire fabric (WWF) shall conform to ASTM A1064, with a minimum yield strength of 65,000 PSI.

2.4 All grout shall be non-shrink with a minimum compressive strength of 5,000 PSI.

2.5 All concrete exposed to weather with the potential to freeze and thaw should have air entrainment of 4% to 6%

03300.3 Execution

3.1 Provide clearance from face of concrete to reinforcement as follows unless noted otherwise:

a. Slabs: 3/4"

b. Beams and columns: 1-1/2"

c. Footings: 3"

d. Exterior walls: 2" for #6 or larger, 1-1/2" for #5 or smaller

e. Interior walls: 3/4"

3.2 Clean and roughen to 1/4" amplitude all existing concrete surfaces to receive new concrete prior to placement.

3.3 Welded wire fabric reinforcement in composite construction shall have tension splices and be anchored at discontinuous edges.

3.4 Reinforcing dowels, waterstops and other embed items shall be installed and secured prior to concrete. No wet setting of anchors is permitted.

3.5 Coordinate size and location of all openings and pipe sleeves with all other disciplines drawings. Minimum concrete between sleeves shall be 6".

3.6 Aluminum shall not be placed, touching or embedded in concrete.

Member f'c(psi) Density

Durability Exposure Classes

F S P C

Footings 3000 Normal F2 S0 P0 C1

Foundation Piers 4000 Normal F2 S0 P1 C1

Slabs-on-grade (interior) 4000 Normal F1 S0 P0 C1

Exterior Slabs 4000 Normal F2 S0 P1 C1

05400 Cold Formed Metal Framing

05400.1 General

1.1 All cold formed metal framing work shall comply with the AISI "Specification for the Design of Cold Formed Steel Structural Members", latest edition as well as ANSI A42-4 and the metal lath association "Specifications for Metal Lathing and Furring".

1.2 Contractor is responsible for providing all temporary bracing and shoring as required until erection is completed and all attached adjecent framing is complete.

05400.2 Products

2.1 All load bearing studs, joists and accessories shall be made of the minimum type, size, gauge and spacing shown on drawings.

2.2 All galvanized studs and/ or joists, 10, 12, 14 and 16 gage, shall be formed from steel that corresponds to the requirements of ASTM A446, Grade D, with a minimum yield of 50,00 psi.

2.3 All galvanized 18 and 20 gage studs and/ or joists, and all galvanized track, bridging and accessories shall be formed from steel that corresponds to the requirements of ASTM A446, grade A, with a minimum yield 33,000 psi.

2.4 All studs, joists/ rafters and accessories 16 gauge or heavier shall be formed from steel that conforms to ASTM A653 with minimum yield strength of 50 ksi.

2.5 All studs, joists/ rafters and accessories 18 gauge or lighter shall be formed from steel that conforms to ASTM A653 with minimum yield strength of 33 ksi.

2.6 All studs, joists and accessories shall be primed with rust - inhibitive paint meeting the performance requirerments of TT-P-636C, or shall be formed steel having a C-60 galvanized coating.

2.7 All studs, joist/ rafters and accessories to be of the type, size, thickness and spacing as shown on the plans, and shall conform to ASTM C995.

05400.3 Execution

3.1 All plywood applied to metal joists shall be screwed and glued to the joists. The adhesive shall be an APA-approved elastomeric adhesive.

3.2 Install metal framing in accordance with manufacturer's written instructions and recommendations, unless otherwise indicated. All materials shall be galvanized.

3.3 Framing components may be pre-assembled into panels prior to erecting. Prefabricated panels shall be square with components attached in a manner as to prevent cracking.

3.4 Axially loaded studs shall be installed in a manner which will assure the ends of the studs are positioned against the inside track web, prior to stud and track attachment.

3.5 Studs shall be plumbed, aligned and securely attached to the flanges or webs of both upper and lower tracks.

3.6 Wall stud bridging shall be attached in a manner to prevent stud rotation. Bridging rows shall be spaced according to the following schedule.

a. Walls up to 10'-0" height: one row at mid-height.

b. Walls exceeding 10'-0" height: bridging rows spaced not to exceed 5'-0" on center.

3.7 Joists shall be located directly over bearing studs or load distribution member to be provided at the top track.

3.8 Materials to be stored flat and in such a way as to avoid damage. Damaged material shall be removed from the jobsite.

3.9 Fastening:

a. Anchorage of track shall be with methods designed for that specific application. Size, type, spacing and penetration of fasteners shall be as shown on plans.

b. Welds shall conform to the requirements of AWS E1.3, AWS D1.3 and AISI manual. Welds may be butt, fillet, spot or groove type, the appropriateness of which shall be determined by design calculations. All welds are to be touched up with zinc rich paint.

c. Steel drill screws shall be of the minimum diameter indicated by the design of that particular attachment detail. Penetration through joined materials shall be a minimum of 3 exposed threads.

3.10 Provide bracing on all cold formed metal framing at a maximum spacing of 48" or per manufacturer's requirements. Bracing to be installed prior to placing any load on the studs.

Foundations

1. Design based on soil bearing capacity of 2000 psf.

2. Establish exterior footing elevations such that the bottoms of footings are not less than 30" below final finished grades.

Geotechnical engineer may require additional depth if unsuitable soils are encountered.

3. Establish tops of footings on masonry coursing.

4. Provide construction site drainage to prevent surface runoff from entering footing excavations.

5. Consolidate granular fill below slabs on grade with vibrating compactors according to the directions of the geotechnical engineer, but not less than 95% of maximum density in accordance with ASTM D698 or D1557.

6. The contractor shall protect the footing and slabs from damage from frost heave during construction until the final design structure is complete.

7. Steps in wall footings shall have a minimum spacing of double the change in elevation.

8. Backfill against walls spanning vertically between floors shall not be placed until both floors are in place and concrete has reached 75% of its 28-day strength.

9. At non-retaining walls below grade, backfill against both sides of wall simultaneously so that grade difference is no more than 1'-0" at any time.

Design Load and Parameter Table

Design Loads

Building Risk Category II

Live Loads

50 psf Second Floor Office Space

125 psf Shop Mezzanine (Light Storage)

20 psf Area above Ceiling

Snow

Pg 43 Ground Snow Load

Pf 30 Flat Roof Snow Load

Ce B Snow Exposure Factor

Is 1.0 Snow Load Importance Factor

Wind

Basic Wind Speed 115mph

10-Year MRI 76mph

25-Year MRI 84mph

50-Year MRI 90mph

100-Year MRI 96mph

Iw 1.0 Wind Importance Factor

Exposure B Urban Centers

Cg +/- 0.18 Internal Pressure Coefficient

Seismic Design Data

Is 1.0 Seismic Importance Factor

Ss 0.162 Short Second Period Mapped Spectral Response Acceleration

S1 0.065 1-Second Period Mapped Spectral Responce Acceleration

Site Class D Assumed

Sd-s 0.173 Short Period Response Acceleration

Sd-1 0.103 1-Second Period Responce Acceleration

Seismic Design Category B

04220 Masonry Work

04110.1 General

1.1 Governing Standards:

a. American Society for Testing and Materials

1. ASTM C141/ C141M - Standard Specification for Hydrated Hydraulic Lime for Structural Purposes.

2. ASTM C144 - Standard Specification - Aggregate for Masonry Mortar.

3. ASTM C404 - Standard Specification for Aggregates for Masonry Grout.

4. ASTM C476 - Standard Specification for Grout for Masonry.

5. ASTM C1019 - Standard Specification for Method of Sampling and Testing Grout.

b. National Concrete Masonry Association Specifications, latest edition.

c. ACI 530 - Building Code Requirements for Masonry Structures, latest edition.

1.2 Submittals - Submit data on design mix, indicate proportion or property method used, and required enviromental conditions.

04110.2 Products

2.1 Concrete Block

a. ASTM C90, Grade N1

b. Block unit strength shall be 2000 psi minimum, unless otherwise noted on plan.

c. All concrete block dimensions indicated on structural plans are nominal dimensions.

2.2 Clay Masonry

a. Units shall be in accordance with ASTM C216 for facing brick, see arch for weathering and appearance requirements.

1. In absence of Architectural specification, units shall be SW type FBS. Color to be selectd by owner.

b. Clay Masonry Unit strength shall be 1500psi, unless noted otherwise on plan.

c. All clay masonry dimensions indicated on structural plans are nominal dimensions. See arch for dimensions not shown.

2.3 Mortar

a. Mortar shall be ASTM C270, Type N

1. Repair mortar shall in addition be rapid set, example is Simpson FX-263 repair mortar.

2.4 Grout

Grout filling for cells shall be ASTM C476 with minimum compressive strength of 2500 psi but not less than the compressive strength of the masonry assembly, f'm. Where grout cells do not exceed 4" in diameter, fine grout shall be used.

2.5 Sealant

a. Elastomeric sealants used for expansions should conform to ASTM C920 Class 50, Grade NS, Use M.

1. Example is SIKA SIKASIL WS-295.

2.6 Ties

a. Wall (unit) ties

1. "Box ties" and "Z" ties shall be fabricated from cold-drawn steel wire conforming to ASTM A82 and wire shall be W1.7 or 9 gauge, unless otherwise noted.

i. When specified as stainless steel, ties shall conform to ASTM A580.

2. Corrugated sheet steel ties conform to ASTM A1008 and sheet shall be 16 gauge, unless otherwise noted.

i. When specified as stainless steel, ties shall conform to ASTM A240.

b. Helical ties

1. Where helical ties are specified, ties shall be type 304 stainless steel.

i. Example is Simpson Heli-Tie.

2.7 Loose Steel Lintels

a. Steel shall be constructed in accordance with steel notes

b. Lintels shall be in accordance with table below:

04110.3 Execution

3.1 Typical masonry construction

a. Unless otherwise noted on plans and/ or elevations, all masonry walls shall be reinforced with #4 @48" on center vertically. Grout all reinforced cells solid. Provide dowels to match vertical reinforcing at foundation.

b. Install standard weight ladder joint reinforcement at 16" on center (spaced vertically).

c. All concrete block below grade shall be filled solid with grout.

d. Concrete block below beam or truss bearing points shall be filled solid for a minimum of two courses in depth and a minimum of 32" in width, unless otherwise noted.

e. Provide a #4 bond beam at the top of all masonry walls.

f. Where brick veneer is tied to CMU walls, provide rectangular brick ties spaced at 16" on center vertically and 32" on center horizontally. Reinforce ties with ladder type reinforcement assembly. Provide 1" cavity between brick and CMU.

05120 Structural Steel

05120.1 General

1.1 Governing Standards:

a. AISC 360 "Specification for the Design, Fabrication and Erection of Structural Steel for Buildings", latest edition.

b. AISC 303 "Code of Standard Practice for Steel Buildings and Bridges", latest edition.

c. The American Welding Society (AWS D1.1) "Code for Welding in Building Construction", latest edition.

1.2 Shop and erection drawings shall be submitted to the structural engineer for review and approval. No fabrication of steel shall commence without approved shop drawings. This includes but is not limited to steel framed stairs and railing.

a. Shop drawings shall indicate verification of field conditions. Engineer of record is not responsible for discrepancies between drawings and field conditions.

05120.2 Products

2.1 Connections of beams/ girders are to be designed as follows:

a. Standard beam to beam/ girder: A325 or A490 bearing type bolts

b. Bolts shall be 3/4" diameter minimum with hardened washers

c. Steel connection shall be standard AISC framed beam connection and shall be designed by a licensed engineer working for the fabricator, who shall provide calculations utilizing ASD or LRFD loads procedures.

d. For non-composite members, provide connections based on reaction as determined from AISC uniform load table (unless otherwise noted on plans).

e. For composite members, provide connections based on 1.5 x reaction from AISC uniform load table (unless otherwise noted on plans).

f. Reinforcing is to be provided at connections where cuts reduce the shear or moment capacity below that required to sustain the reaction, or if the cut reduces the nominal moment capacity of the member by more than 49%

g. Connections shall be designed for shear and eccentricity, considering that the connection is an extension of the beam and girders.

2.2 Structural steel shall conform to the following ASTM specifications:

a. Structural steel shapes shall conform to preferred material specification outlined in AISC 360.

b. Anchor bolts: ASTM F1554, Grade 36

2.3 Stainless Steel - Structural steel noted to be stainless steel shall be ASTM A276 stainless steel Grade 304

a. Bolts shall conform to ASTM F593 Alloy 304

b. Nuts shall conform to ASTM F94 Alloy 304

c. Welding electrodes for ASTM A276-97 stainless steel, Grade 304, shall conform to AWS A5.4 for shielded metal arc welding, electrode class E304; or AWS A5.9 for gas metal arc welding, electrode Class ER304, Ft=70 KSI.

2.4 Finishing

a. Steel members exposed to the exterior shall be hot dip galvanized. Hot dip galvanizing shall conform to ASTM A123, repair scratches or abraded galvanized surface with zinc rich paint.

b. Interior steel members shall be coated with a zinc rich rust preventative primer.

c. Steel members that are spray fireproofed or coated with intumescent paint shall be coated with a compatibile primer respectively.

05120.3 Execution

3.1 Minimum weld size is 3/16" fillet unless noted otherwise.

3.2 All beams except cantilever beams shall be fabricated and installed with natural camber up.

Cantilever beams shall be fabricated an installed so that natural camber raises cantilever end.

3.3 Welding shall be performed by certified licensed, AWS-qualified welders. Electrodes shall be AWS 5.1, class E70XX (use low hydrogen electrodes for A572, Grade 50 steel).

3.4 Field cutting or burning of steel is prohibited except with the express written approval of the Structural Engineer of Record.

3.5 Splice members only where indicated.

3.6 Wet setting of anchor bolts is not permitted.

3.7 Touch up welds and scratches on galvanized members with cold galvanizing compound such as ZRC.

MATERIAL INSPECTION ACTIVITY

FREQUENCY:

CONTINUOUS

PERIODIC

NOT

APPLICABLE

IBC REFERENCE

INSPECTION/ TEST BY

SPECIAL

INSPECTIONS

ENGINEER OF

RECORD

(SIER)

A/E OF

RECORD

CONTRACTOR/

SUPPLIER

FOUNDATIONS

Soil Classify & Test Existing Soils & Fill Materials

Specs,1705.6 X

Soil Compaction Of Fill Materials

Specs,1705.6 X

Soil Bearing At Bottom Of Fotting Excavations

Specs,1705.6 X

Piles Driving Records, Tip & Cutoff Elevations

1705.7, 1705.9

Piles Load Test 1705.7

Caissons Drilling, Size, Bearing Conditions, Materials

1705.8, 1705.3

CONCRETE

CONSTRUCTION

Concrete Ready-Mix Plant Quality Control

Specs,1704.2.5 X

Concrete Mix Design Tests And Certificates

Specs,1705.3 X

Reinf. Steel Shop Drawings Of Reinforcing Steel

Specs

Reinf. Steel Placement Of Reinforcing Steel

1705.3 X

Reinf. Steel Welding 1705.2.2 X

Formwork Shape, Location, Dimensions

1705.3 X X

Formwork Removal And Reshoring 1705.3 X

Concrete Test Cylinders & Strength Test

1705.3, 1910.10 X

Concrete Mix Proportions & Mix On Delivery Tickets

1705.3

Concrete Slump Test 1705.3 X

Concrete Placement Procedures 1705.3 X

Concrete Curing Temperatures & Techniques

1705.3 X

Post Tensioning Field Stressing Techniques And Logs

Specs

Post Tensioning Shop Drawings Specs

Precast Quality Control Of Manufacturer

1704.2.5

Precast Shop Drawings Of Precast

Specs

Precast Erection Of Precast 1705.3

Precast Inspection Of Connection 1705.3

Anchors Cast In Concrete

Anchors Cast In Concrete Specs,1705.2.1, MASONRY

CONSTRUCTIONS

Qality Assurance

Indicate Quality Assurance Level C

ACI 530, 1.19.1, 2,

Clay Masonry Certificates, Test & Technical Data

ACI 530, Table 1.19.1

Concrete Masonry

Certificates, Test & Technical Data

ACI 530, Table 1.19.1

X X

Reinf. Steel Shop Drawings Specs X X

Reinf. Steel Size, Grade, Type, Location, Spacing Of Reinf. Steel

ACI 530, Table 1.19.1

X X

Anchors Manufacturer's Data ACI 530, Table 1.19.1

X

Accessories Manufacturer's Data Specs X

Mortar & Grout Mix Design And Data Specs X

Mortar & Grout Field Samples ACI 530, Table 1.19.1

X

Risk Cat. IV A/E Shall edit list as required by ACI 530

Tables…