21157_VA Salem Upgrade_Replace HVAC Phase III_SES_2020_ALL.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

Engineer of Record:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

2A

PROJECT AREA

KEY PLAN

PLAN NORTH TRUE NORTH

02/23/2022

B

IM

/2

V

A S a le m U p g ra d e

R e p la c e H

V A

C P h a s e

I

II

/2

V A

S a le m

U p g ra d e

R e p la c e

H V

A C

P h a s e

I

II

S E

S

.r v t

/1

/2

:5

:1

A M

G000

COVER SHEET

SPECIALIZED ENGINEERING

SOLUTIONS

1300 Baxter Street Suite 355

Charlotte, NC 28204

(704)348-3097

REPLACE HVAC PHASE III

1970 Roanoke Blvd, Salem, VA 24153

658-21-102

02/23/2022

REPLACE HVAC PHASE III

1970 Roanoke Blvd, Salem, VA 24153

SHEET INDEX - MECHANICAL

Sheet Number Sheet Name

M000 MECHANICAL SYMBOLS AND ABBREVIATIONS

MD100 PHASE 1 - DUCTWORK DEMOLITION

MD101 PHASE 2 - DUCTWORK DEMOLITION

MD102 PHASE 1 - MECHANICAL ROOF DEMOLITION

MD103 PHASE 2 - MECHANICAL ROOF DEMOLITION

MH200 PHASE 1 - DUCTWORK

MH201 PHASE 2 - DUCTWORK

MP200 SUB BASEMENT - PIPING

MP201 LEVEL 01 - PIPING

M200 PHASE 1 - MECHANICAL ROOF PLAN

M201 PHASE 2 - MECHANICAL ROOF PLAN

M300 MECHANICAL COORDINATION PLAN

M301 MECHANCAIL ISOMETRIC VIEW

M500 MECHANICAL DETAILS

M501 MECHANICAL DETAILS

M600 MECHANICAL SCHEDULES

M601 MECHANICAL CONTROLS

Grand total: 17

SHEET INDEX - ARCHITECTURAL

Sheet NUmber Sheet Name

A-101 ROOF PLAN

A-501 DETAILS

Grand total: 2

SHEET INDEX - ELECTRICAL

Sheet Number Sheet Name

E000 ELECTRICAL SYMBOLS AND ABBREVIATIONS

E100 LEVEL 1 - ELECTRICAL DEMOLITION

EP200 LEVEL 1 - POWER

EP201 ROOF - POWER

E500 ONE-LINE DIAGRAM

E600 ELECTRICAL UL DETAILS

Grand total: 6

SHEET INDEX - STRUCTURAL

Sheet Number Sheet Name

S100 PARTIAL ROOF PLANS

S300 GENERAL NOTES

S500 FRAMING DETAILS

Grand total: 3

SHEET INDEX - LIFE SAFETY

Sheet Number Sheet Name

LS100 LIFE SAFETY PLAN

Grand total: 1

SHEET INDEX - GENERAL

Sheet Number Sheet Name

G000 COVER SHEET

Grand total: 1

Revisions: Date:

SHEET INDEX - FIRE ALARM

Sheet Number Sheet Name

FA201 ROOF - FIRE ALARM

FA601 ELECTRICAL FIRE ALARM DETAILS

Grand total: 2

SHEET INDEX - FIRE PROTECTION

Sheet Number Sheet Name

F000 FIRE PROTECTION SYMBOLS AND ABBREVIATIONS

FP200 FIRE PROTECTION PLAN

Grand total: 2

C

B

A

D

E

22' - 6" 22' - 6" 22' - 6" 22' - 6" 22' - 6"

S100

S100

HVAC DUCT ROUTED ACROSS

WAREHOUSE ROOFTOP,

COORDINATE SIZE AND

LOCATION WITH MEP

PREFABRICATED OR

SPECIALTY STAIR

OVER DUCTWORK,

BY OTHERS

2 3 4

C

B

A

EX. OPENINGS

TO REMAIN

EX. CONCRETE

JOISTS

NEW AHU

(12.5 KIPS +/-)

22' - 6" 22' - 6"

/8

/2

/8

15' - 10 1/2" 25' - 1 1/2" 4' - 0"

/2

W X

W X

W24X84

W24X68

W X

W12X26

W24X68

W16X36

W X

1 1/4" X 1/8" TYPE 19-4

BAR GRATING (GALV.)

S500

/8

/2

/8

6' - 0" 2' - 2 7/8"

S500

S500

TYP

TYP

TYP

5' - 0" 4' - 0" 16' - 0" 4' - 0" 16' - 0"

ACCESS LADDER

AT EA. PLATFORM,

BY OTHERS

W X

W X

W24X68

W X

W X

NEW ERV

(4.0 KIPS +/-)

S500

S500 TYP

2 3

D

E

EL. 117' - 0 1/4"

EL. 127' - 0 1/4"

WAREHOUSE ROOF

TOP OF SLAB

LEVEL 2

TOP OF SLAB

STAIR LANDING

EL. 130'-6 1/4"

S500

S500

D

E

O

WE

LTH O

V

A

P F

I N E

N

R

I G

A

E

L

C

MM

O

N A

F

IRG

IN

I

DOUGLAS G

FITZPATRICK

Lic. No. 041192

R O

SS

O N

E E

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:Structural Engineer:

P

V

A s a le m s te ri le

\B

IM

M o d e ls \C

D S tr u c t_

R e v it

H V

A C

P h a s e

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/2

/2

:3

:0

A

M

S100

PARTIAL ROOF PLANS

SPECIALIZED ENGINEERING

SOLUTIONS

1300 Baxter Street, Suite 355

Charlotte, NC 28204

(704) 348-3097

FITZPATRICK ENGINEERING

GROUP

19520 West Catawba Ave, Suite 311

Cornelius, NC 28031

704-987-9114

REPLACE HVAC PHASE III

1970 Roanoke Blvd, Salem, VA 24153

268-21-102

02/23/2022 DGF JMH

02/23/2022

1/8" = 1'-0"S100

1 WAREHOUSE ROOF

3/16" = 1'-0"S100

2 ENLARGED PLAN - AHU

1/4" = 1'-0"S100

3 ENLARGED PLAN - ACCESS STAIR

PLAN NOTES:

1. STAIR LOCATION TO BE FIELD LOCATED TO COORDINATE POST LOCATIONS WITH WAREHOUSE ROOF

JOISTS.

2. STAIR DESIGN IS TO BE BY STIAR FABRICATOR. SEE ARCHITECTURAL FOR STAIR LAYOUT AND

SIMENSIONING NOT SHOWN.

3. CONTRACTOR TO LOCATE SLAB REINFORCEMENT IN AT 2ND FLOOR POST LOCATIONS PRIOR TO

DRILLING ANCHOR HOLES AND INSTALLING ANCHORAGE.

PLAN NOTES:

1. SEE MECHANICAL FOR UNIT INFORMATION.

2. EX. REINFORCEMENT IS NOT TO BE CUT DURING POST INSTALLATION.

3. AHU ATTACHMENT IS TO BE BY SUPPLIER. .

PLAN NOTES:

1. CONFIGURATION SHOWN IS BASED ON ORIGINAL STRUCTURAL DRAWINGS (VA RECORD SET).

STRUCTURAL CONFIGURATION IS TO BE VERIFIIED BY CONTRACTOR PRIOR TO THE START OF WORK.

Revisions: Date:

GENERAL NOTES

1. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, AND DO NOT INDICATE THE METHOD OR MEANS OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, PROCEDURES, TECHNIQUES, SEQUENCE AND SAFETY. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL REQUIRED TEMPORARY BRACING AND SHORING DURING CONSTRUCTION TO MAINTAIN THE STABILITY OF THE STRUCTURE. CONSTRUCTION LOADS SHALL NOT EXCEED THE CAPACITY OF THE

INSTALLED STRUCTURE AT ANY TIME.

2. THE ENGINEER DOES NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR

CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, FOR SAFETY

PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

3. STRUCTURAL DRAWINGS ARE TO BE USED IN CONJUNCTION WITH ARCHITECTURAL AND OTHER CONTRACT DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF THE MOST CURRENT SET OF DRAWINGS. DISCREPANCIES, INCLUDING DIMENSIONS, SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR DESIGN ENGINEER PRIOR TO PROCEEDING WITH FABRICATION OR CONSTRUCTION.

4. ALL THINGS WHICH, IN THE OPINION OF THE CONTRACTOR, APPEAR TO BE DEFICIENCIES, OMISSIONS, CONTRADICTIONS OR AMBIGUITIES IN THE DESIGN DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO ORDERING, FABRICATION OR CONSTRUCTION. NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED BY THE OWNER RESULTING FROM CONTRACTORS FAILURE TO COMPLY

WITH REQUIREMENT.

5. DETAILS / SECTIONS SHOWN ON DRAWINGS ARE TYPICAL AND MAY APPLY TO LOCATIONS OTHER THAN WHERE SPECIFICALLY MARKED ON THE PLANS. IF SECTIONS OR DETAILS DO NOT REPRESENT ALL REQUIRED CONDITIONS, THE ENGINEER SHALL BE CONTACTED FOR CLARIFICATION BY THE GENERAL CONTRACTOR.

6. IF EXISTING CONDITIONS MAKE IT NECESSARY TO REVISE STRUCTURAL DETAILS, NOTIFY DESIGN ENGINEER

BEFORE PROCEEDING WITH ANY CHANGES.

7. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL CONTRACT DRAWINGS AND LATEST ADDENDA AND SUBMITTING THESE DOCUMENTS TO SUBCONTRACTORS AND MATERIAL SUPPLIERS PRIOR TO THE SUBMITTAL OF SHOP DRAWINGS, FABRICATION OF ANY STRUCTURAL MEMBER AND ERECTION

IN THE FIELD.

8. THE GENERAL CONTRACTOR SHALL PROTECT EXISTING STRUCTURES AND UTILITY LINES FROM ALL

DAMAGE.

9. IF ANY CONFLICTS OCCUR BETWEEN THE NOTES, SPECIFICATIONS, AND DETAILS, THE MOST STRINGENT

REQUIREMENT SHALL GOVERN.

10. EQUIPMENT PADS ARE TO BE PROVIDED BY THE MECHANICAL OR ELECTRICAL CONTRACTORS REQUIRING THE PADS. PADS NOT SHOWN BY MECHANICAL OR ELECTRICAL ENGINEER SHALL BE 4" CONCRETE SLAB

ON GRADE WITH THICKENED EDGES.

11. DRAWINGS ISSUED FOR PERMIT/CONSTRUCTION ARE FOR PERMITTING ONLY. DRAWINGS MAY REQUIRED REVISIONS IN ORDER TO OBTAIN A CONSTRUCTION PERMIT AND/OR COORDINATION WITH OTHER TRADES.

DRAWINGS ARE TO BE ISSUED AND APPROVED FOR CONSTRUCTION PRIOR TO ANY BUILDING

CONSTRUCTION, MATERIAL MILL ORDERS, AND MATERIAL FABRICATION.

12. ALL WORK SHALL BE DONE IN ACCORDANCE WITH OSHA AND OWNER'S REGULATIONS.

13. ALL INSPECTIONS SHALL BE ACCORDING TO THE REFERENCED CODE OR INSPECTION PLAN PROVIDED.

14. FITZPATRICK ENGINEERING GROUP WELCOMES QUESTIONS OR CONCERNS REGARDING FRAMING OR DETAILS SHOWN IN THESE DOCUMENTS. PLEASE CALL AT 704-987-9114 FOR ASSISTANCE. IF THE PROJECT ENGINEER IS NOT AVAILABLE, PLEASE PROVIDE FEG JOB NUMBER 214976 TO ANOTHER ENGINEER TO HELP

ANSWER YOUR QUESTIONS.

DESIGN CRITERIA

1. BUILDING DESIGNED IN ACCORDANCE WITH THE U.S. DEPARTMENT OF VETERANS AFFAIRS STRUCTURAL DESIGN

MANUAL AND, BY REFERENCE:

a. THE 2021 INTERNATIONAL BUILDING CODE

b. MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA, ASCE 7-16

c. CONCRETE DESIGN - ACI 318-19

d. STEEL DESIGN AISC 360-16 EDITION

e. U.S. DEPARTMENT OF VETERANS AFFAIRS SEISMIC DESIGN REQUIREMENTS, H-18-8

f. U.S. DEPARTMENT OF VETERANS AFFAIRS PHYSICAL SECURITY DESIGN MANUAL FOR VA

LIFE-SAFETY PROTECTED FACILITIES

2. FLOOR LOADS:

a. LIVE –

i. TYPICAL FLOOR 100 PSF (REDUCIBLE) OR 1000 LB CONCENTRATED LOAD

NOTE : REGARDING DEFLECTIONS EXTERIOR AND INTERIOR NON-LOAD BEARING STEEL STUDS

STEEL STUD FRAMING FROM SLAB ON GRADE TO STEEL FLOOR OR ROOF SHALL BE DESIGNED

TO ACCOMMODATE VERTICAL DEFLECTION OF L/360 OF BEAM SPAN WITHOUT LOADING THE

STUDS. STUDS SPANNING BETWEEN FRAMED FLOORS SHALL BE DESIGNED FOR VERTICAL

MOVEMENT OF L/540 OF BEAM SPAN. WHERE THE HEAD OF A WINDOW OR CURTAIN WALL IS

SUPPORTED BY WALL FRAMING THAT IS RIGIDLY ATTACHED TO THE STRUCTURE, A DEFLECTION

HEAD SHALL BE PROVIDED MEETING THE SAME DEFLECTION CRITERIA AS NOTED ABOVE.

3. ROOF LOADS

a. LIVE - 20 PSF (REDUCIBLE), OR 300 LB POINT LOAD

b. PONDING:

i. STATIC HEAD 5"

ii. DYNAMIC HEAD 1"

iii. DESIGN LOAD = 31.2 PSF

4. ROOF SNOW LOAD

a. GROUND SNOW LOAD Pg = 30 PSF

b. FLAT-ROOF SNOW LOAD Pf = 25 PSF

c. SNOW EXPOSURE FACTOR Ce = 1.0

d. THERMAL FACTOR Ct = 1.0

e. SNOW LOAD IMPORTANCE FACTOR Is = 1.20

5. WIND LOADS DESIGNED IN ACCORDANCE WITH THE 2021 INTERNATIONAL BUILDING CODE AND ASCE 7-16.

a. BASIC WIND SPEED: = 121 MPH

b. WIND EXPOSURE: C

c. WIND BASE SHEAR: N/A

d. INTERNAL PRESSURE COEFFICIENT: GCPI = ±0.18

e. COMPONENTS AND CLADDING SHALL BE DESIGNED PER ASCE 7-16 TABLE 30.4-1

6. EARTHQUAKE DESIGN DATA

a. RISK CATEGORY: IV

b. MAPPED SPECTRAL RESPONSE ACCELERATIONS: SS = 0.197 S1 = 0.064

c. SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.210 SD1 = 0.170

d. SITE CLASS: D

e. BASIC SEISMIC-FORCE-RESISTING SYSTEM:

i. ORDINARY REINFORCED CONCRETE SHEAR WALL

f. DESIGN BASE SHEAR: VEQXY = N/A

g. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE

h. SEISMIC DESIGN CATEGORY: C

i. SEISMIC IMPORTANCE FACTOR: IE = 1.50

j. SEISMIC RESPONSE COEFFICIENT: CS = 0.0379

k. RESPONSE MODIFICATION FACTOR: R = 4.0

STEEL

1. GENERAL SPECIFICATIONS (FABRICATION AND ERECTION):

a. STRUCTURAL STEEL SHALL BE DESIGNED, DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE A.I.S.C.

'SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS', A.I.S.C. 'CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND

BRIDGES'.

b. MATERIALS SHALL CONFORM TO THE FOLLOWING UNLESS NOTED OTHERWISE:

i. W AND WT SHAPES ASTM A992 GRADE 50

ii. CHANNELS, ANGLES, PLATES ASTM A36

iii. PIPES ASTM A53, GRADE B

iv. STEEL TUBES HSS ROUND ASTM A500, GRADE C, 46 KSI

v. STEEL TUBES HSS RECTANGULAR/SQUARE ASTM A500, GRADE C, 50 KSI

vi. ANCHOR RODS ASTM F1554, GRADE 36

vii. SHEAR STUD CONNECTORS ASTM A108, Fu=65 KSI

viii. BOLTS ASTM A325 OR A490, 3/4" DIAMETER (MIN.)

ix. ALL EXTERIOR STEEL SHALL BE HOT DIP GALVANIZED.

x. ALL WELDING ELECTRODES SHALL BE E70XX.

c. GENERAL CONTRACTOR TO PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO WITHSTAND ALL CONSTRUCTION AND/OR WIND LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED AND SHEAR WALLS OR DECKS

ARE IN PLACE.

d. SPLICING OF THE STRUCTURAL STEEL IS PROHIBITED WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER AS

TO THE LOCATION AND TYPE OF THE SPLICE TO BE MADE.

e. STEEL FABRICATOR IS TO BE CERTIFIED BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) FOR 'CONVENTIONAL STEEL BUILDING STRUCTURES'. ERECTOR IS TO BE CERTIFIED BY AISC AS A 'CERTIFIED STEEL ERECTOR.'

f. WHERE NEW STEEL FRAMES INTO EXISTING STEEL, SIZE AND ELEVATION OF EXISTING STEEL SHALL BE FIELD VERIFIED

PRIOR TO FABRICATION OF NEW STEEL.

g. CONNECTIONS NOT DETAILED IN THE CONSTRUCTION DOCUMENTS SHALL BE DESIGNED BY FABRICATOR OR DETAILER. ALL CONNECTIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL REGISTERED ENGINEER.

h. STEEL STAIR SHALL BE DESIGNED BY A PROFESSIONAL REGISTERED ENGINEER UNLESS OTHERWISE NOTED. SHOP DRAWINGS INCLUDING PLANS, SECTIONS AND ATTACHMENTS TO STRUCTURE SHALL BE PROVIDED FOR REVIEW.

MINIMUM LIVE LOAD 100 PSF OR 300 POUND CONCENTRATED LOAD ON A 4 SQUARE INCH AREA WHICHEVER PRODUCES A

GREATER STRESS. LIMIT DEFLECTION TO L/360.

i. ALL CAMBER TO BE ORIENTATED UPWARD. ALL STEEL USED IN PARALLEL WITH JOIST SHALL HAVE SAME CAMBER AS

JOISTS.

j. ALL ALUMINUM AND STEEL MEMBERS TO BE TREATED OR PROPERLY SEPARATED TO PREVENT GALVANIC AND

CORROSIVE EFFECTS.

k. INDICATES MOMENT CONNECTION. PROVIDE CONTINUITY PLATES TO THE COLUMN FLANGES TO MATCH BEAM DEPTH. CONTINUITY PLATES TO MATCH BEAM FLANGE THICKNESS OR ½” MINIMUM WHICHEVER IS GREATER.

l. STEEL SHOP DRAWINGS SHALL SHOW AND NOTE ALL MATERIALS REQUIRED WITH RELATIVE LOCATIONS AND SUFFICIENT DETAILS FOR PROPER FABRICATION AND ERECTION IN ACCORDANCE WITH ALL CONTRACT DRAWINGS AND

DOCUMENTS.

2. BOLTED CONNECTIONS:

a. ALL BOLTED CONNECTIONS SHALL BE DETAILED FOR REACTIONS IN KIPS (k) INDICATED ON PLAN. FOR LOADS NOT INDICATED ON PLAN OR SPECIFIED IN SHEET NOTES, PROVIDE A SHEAR CONNECTION WITH A MINIMUM 10 KIPS FOR LRFD AND 6 KIPS FOR ASD OR 60% OF MAXIMUM TOTAL UNIFORM LOAD SHOWN IN THE AISC MANUAL WHICHEVER IS GREATER.

PROVIDE A MINIMUM NUMBER ROWS OF BOLTS AS INDICATED BELOW FOR THE CORRESPONDING BEAM SIZES.

i. W8 AND W10 2 BOLTS

ii. W12 AND W14 3 BOLTS

iii. W16 AND W18 4 BOLTS

iv. W21 AND W24 6 BOLTS

v. W27 AND W30 7 BOLTS

b. BOLTS TO BE INSTALLED IN PROPERLY ALIGNED HOLES, TIGHTENED TO THE SNUG TIGHT CONDITION U.N.O. THE SNUG TIGHT CONDITION IS DEFINED AS THE TIGHTNESS THAT EXISTS WHEN ALL PLIES IN A JOINT ARE IN FIRM CONTACT. THIS MAY BE ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD

WRENCH.

c. SLIP-CRITICAL BOLTED CONNECTIONS SHALL CONFORM TO A.I.S.C. 'SPECIFICATIONS FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS', 2009 EDITION. SLIP CRITICAL BOLTED CONNECTIONS TO USE LOAD INDICATOR WASHERS.

i. WHERE DIRECT TENSION INDICATORS ARE USED TESTING SHALL BE DONE IN ACCORDANCE WITH AISC

SPECIFICATIONS.

ii. WHERE BOLTING IS BY TURN-OF-NUT OR CALIBRATED WRENCH, THE INSPECTOR SHALL BE PRESENT TO OBSERVE PROCEDURES AND/OR CHECK WRENCH CALIBRATION EACH DAY THAT BOLTING IS BEING PERFORMED.

HE WILL ALSO OBSERVE THAT BOLT SIZE, TYPE AND CONDITION OF THREAD AND LUBRICANT FOR BOLTS BEING INSTALLED IS CONSISTENT WITH THE BOLTS USED FOR CALIBRATING THE WRENCHES THAT DAY.

iii. FOR BOLTED BRACE FRAMES UNLESS SHOWN OTHERWISE IN DETAILS PROVIDED IN CONSTRUCTION

DOCUMENTS.

d. HOLE TYPES AND WASHER REQUIREMENTS

i. STANDARD HOLES - STANDARD HOLES SHALL BE PROVIDED IN MEMBER-TO-MEMBER CONNECTIONS, UNLESS OVERSIZED, SHORT-SLOTTED, OR LONG-SLOTTED CONNECTIONS ARE CALLED FOR ON DESIGN

DRAWINGS.

ii. OVERSIZED HOLES - OVERSIZED HOLES ARE PERMITTED IN ANY OR ALL PLIES OF SLIP-CRITICAL CONNECTIONS, BUT SHALL NOT BE PERMITTED IN BEARING-TYPE CONNECTIONS. HARDENED WASHERS SHALL BE

INSTALLED OVER ALL OVERSIZED HOLES.

iii. SHORT-SLOTTED HOLES - SHORT-SLOTTED HOLES ARE PERMITTED IN ANY OR ALL PLIES OF SLIP-CRITICAL OR BEARING-TYPE CONNECTIONS. THE SLOTS ARE PERMITTED WITHOUT REGARD TO DIRECTION OF LOADING IN SLIP-CRITICAL CONNECTIONS, BUT THE LENGTH SHALL BE NORMAL TO THE DIRECTION OF THE LOAD IN BEARING TYPE CONNECTIONS. WASHERS SHALL BE INSTALLED OVER SHORT-SLOTTED HOLES IN AN OUTER PLY. WHERE

A325 OR A490 BOLTS ARE USED, WASHERS SHALL BE HARDENED CONFORMING TO ASTM F436.

iv. LONG-SLOTTED HOLES - LONG-SLOTTED HOLES ARE PERMITTED IN ONLY ONE OF THE CONNECTED PARTS OF EITHER A SLIP-CRITICAL OR BEARING-TYPE CONNECTION AT AN INDIVIDUAL FRAYING SURFACE. LONG-SLOTTED HOLES ARE PERMITTED WITHOUT REGARD TO DIRECTION OF LOADING IN SLIP-CRITICAL CONNECTIONS, BUT THE LENGTH SHALL BE NORMAL TO THE DIRECTION OF THE LOAD IN BEARING TYPE CONNECTIONS. WHERE LONG- SLOTTEDHOLES ARE USED IN AN OUTER PLY, PLATE WASHERS OR A CONTINUOUS BAR WITH STANDARD HOLES, HAVING A SIZE SUFFICIENT TO COMPLETELY COVER THE SLOT AFTER INSTALLATION, SHALL BE PROVIDED. IN HIGH-STRENGTH BOLTED CONNECTIONS, SUCH PLATEWASHERS OR CONTINUOUS BARS SHALL BE NOT LESS THAN 5/16" THICK AND SHALL BE OF STRUCTURAL GRADE MATERIAL, BUT NEED NOT BE HARDENED.

v. FOR A490 BOLTS GREATER THAN 1" IN DIAMETER A 5/16" MINIMUM THICKNESS HARDENED WASHER CONFORMING TO ASTM F436 SHALL BE USED UNDER BOTH THE HEAD AND THE NUT IN AN OVERSIZED HOLE OR IN AN OUTER PLY OF SLOTTED HOLES. MULTIPLE HARDENED WASHERS WITH A COMBINED THICKNESS EQUAL TO OR

GREATER THAN 5/16" DO NOT SATISFY THIS REQUIREMENT.

vi. WHERE THE OUTER FACE OF THE BOLTED PARTS HAS A SLOPE GREATER THAN 1:20 WITH RESPECT TO A PLANE NORMAL TO THE BOLT AXIS, A HARDENED BEVELED WASHER SHALL BE USED TO COMPENSATE FOR THE

LACK OF PARALLELISM.

3. WELDED CONNECTIONS:

a. WELDED CONNECTIONS TO CONFORM TO A.W.S. D1.1 'STRUCTURAL WELDING CODE- STEEL'.

b. WELDING IS TO BE PERFORMED BY A WELDER QUALIFIED TO PERFORM THE SPECIFIED WELDS. QUALIFICATION OF THE WELDER SHALL BE DETERMINED BY TESTS AS PRESCRIBED IN SECTION 4, PART C, OF THE AMERICAN WELDING SOCIETY -

STRUCTURAL WELDING CODE - STEEL, A.W.S. D1.1.

c. WELD INSPECTION:

i. WELDS ARE TO BE INSPECTED BY A QUALIFIED INSPECTOR. A QUALIFIED INSPECTOR SHALL MAINTAIN CURRENT CERTIFICATION AS AN AMERICAN WELDING SOCIETY (A.W.S.) CERTIFIED WELDING INSPECTOR (CWI) IN ACCORDANCE WITH THE PROVISIONS OF A.W.S. QC1, 'STANDARD AND GUIDE FOR QUALIFICATION AND CERTIFICATION OF WELDING

INSPECTORS'.

ii. VISUAL INSPECTION

1. FOR ACCEPTABLE QUALIFICATION, WELDS SHALL MEET THE FOLLOWING:

a. THE WELD SHALL BE FREE OF CRACKS.

b. ALL CRATERS SHALL BE FILLED TO THE FULL CROSS SECTION OF THE WELD.

c. THE FACE OF THE WELD SHALL BE FLUSH WITH THE SURFACE OF THE BASE METAL, AND THE WELD SHALL MERGE SMOOTHLY WITH THE BASE METAL. UNDERCUT SHALL NOT EXCEED 1/32 IN. (1 mm). WELD REINFORCEMENT SHALL NOT EXCEED 1/8 IN. (3 mm).

d. THE ROOT OF THE WELD SHALL BE INSPECTED, AND THERE SHALL BE NO EVIDENCE OF CRACKS, INCOMPLETE FUSION, OR INADEQUATE JOINT PENETRATION. A CONCAVE ROOT SURFACE IS PERMITTED WITHIN THE LIMITS SHOWN BELOW, PROVIDED THE TOTAL WELD THICKNESS IS EQUAL TO OR GREATER THAN THAT OF THE BASE

METAL.

e. THE MAXIMUM ROOT SURFACE CONCAVITY SHALL BE 1/16 IN. (1.6 mm) AND THE MAXIMUM MELT-THROUGH SHALL BE 1/8 IN. (3 mm). FOR TUBULAR T-, Y-, AND K-CONNECTIONS, MELT THROUGH AT THE ROOT IS

CONSIDERED DESIRABLE AND SHALL NOT BE CAUSE FOR REJECTION.

2. AMOUNT OF WELDS TO BE INSPECTED IS AS FOLLOWS:

a. FILLET WELDS

- 10% OF ALL SHOP WELDS.

- 100% OF ALL FIELD WELDS.

b. FULL AND PARTIAL PENETRATION WELDS

- 100% OF ALL SHOP AND FIELD WELDS.

c. MINIMUM WELDS TO BE BY AISC AND/OR AWS, BUT NOT LESS THAN 3/16" E70XX CONTINUOUS FILLET UNLESS

OTHERWISE NOTED.

d. WHERE FIELD WELDING IS REQUIRED, WELD AREAS SHALL BE STRIPPED OF PAINT AND RUST. ALL EXPOSED

STEEL SHALL BE PAINTED AFTER WELDING.

4. PAINTING:

a. ALL STRUCTURAL STEEL AND MISCELLANEOUS STEEL IS TO HAVE ONE SHOP COAT OF GREY PRIMER PAINT. STEEL IN CONTACT WITH CONCRETE, AT TOP OF FLANGE OF COMPOSITE BEAMS, AND BEAMS TO RECEIVE FIRE PROOFING

CEMENTITIOUS SPRAY SHALL NOT BE PAINTED.

b. HOT DIP GALVANIZE ALL STRUCTURAL STEEL ELEMENTS AND CONNECTIONS WHICH SHALL BE EXPOSED TO EXTERIOR CONDITIONS - WHETHER SPECIFIED ON THE DWGS OR NOT - AFTER FABRICATION. ITEMS SHALL INCLUDE BUT NOT BE LIMITED

TO

i. SHELF ANGLES OR PLATES AND LINTEL ANGLES OR PLATES

ii. ALL CLADDING (BUILDING SKIN) SUPPORT STEEL EXTENDING BEYOND THE WATERPROOFING MEMBRANE

iii. ALL PARAPET WALL SUPPORTING MEMBERS.

5. STEEL DECKING:

a. GALVANIZED DECK IS TO BE SIZE AND TYPE AS SHOWN ON DRAWINGS AND CONFORM TO ASTM A653-94. STEEL.

b. PRIMER PAINTED DECK IS TO BE SIZE AND TYPE AS SHOWN ON DRAWINGS AND CONFORM TO ASTM A611.

c. CONNECTION REQUIREMENTS SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED ON DRAWINGS:

i. ATTACH DECK TO SUPPORT BEAMS, JOISTS OR PLATES WITH 5/8" PUDDLE WELDS AT 6" O.C

ii. SIDELAPS TO BE ATTACHED W/ #10 TEK SCREWS AT 12" O.C.

d. ALL FIELD WELDING OF DECK SHALL BE IN ACCORDANCE WITH ANSI/AWS D1.3 'STRUCTURAL WELDING CODE - SHEET STEEL'

e. WELD METAL SHALL PENETRATE ALL LAYERS OF DECK MATERIAL AND SHALL HAVE GOOD FUSION TO THE SUPPORTING MEMBERS. CARE SHALL BE EXERCISED IN THE SELECTION OF ELECTRODES AND AMPERAGE TO PROVIDE POSITIVE WELD AND

PREVENT HIGH AMPERAGE BLOW HOLES.

f. ALL BLOW HOLES ARE TO BE REPAIRED BY DECK INSTALLER PRIOR TO INSTALLING ROOFING MATERIAL.

g. WELDING WASHERS SHALL BE USED ON ALL DECK UNITS WITH A STEEL THICKNESS LESS THAN 0.028 INCHES (22 GAGE).

WELDING WASHERS SHALL BE A MINIMUM THICKNESS OF 0.056 INCHES,16 GAGE, AND HAVE A NOMINAL 3/8" DIAMETER HOLE.

h. PROVIDE A MINIMUM EXTERIOR BERING LENGTH 2" AND MINIMUM INTERIOR BEARING LENGTH 4” OVER SUPPORTS.

i. END LAPS OF SHEETS SHALL BE A MINIMUM OF TWO INCHES AND SHALL OCCUR OVER SUPPORTS. ROOF SHALL BE ERECTED BEGINNING AT THE LOW SIDE TO ENSURE THAT END LAPS ARE SHINGLE FASHION. PROVIDE 1/4" BENT PLATE AT ALL HIPS, SKEWED BEAMS, ETC.

j. POWDER ACTUATED DECK FASTENERS MAY BE USED IN LIEU OF WELDED CONNECTIONS PROVIDED DOCUMENTATION IN THE FORM OF TEST DATA, DESIGN CALCULATIONS OR DESIGN CHARTS ARE PROVIDED TO THE ENGINEER FOR APPROVAL.

k. ROOF AND FLOOR OPENINGS NOT SHOWN ON PLANS SHALL BE FRAMED WITH 3 1/2" x 3 1/2" x 1/4" ANGLES.

l. DO NOT HANG MECHANICAL, PLUMBING, HVAC, FIRE SPRINKLERS, OR OTHERS DIRECTLY TO METAL DECK OR METAL DECK

WITH CONCRETE. CONTRACTOR TO PROVIDE SUPPORT BEAM FOR HANGERS.

POST INSTALLED ANCHORS

1. ADHESIVE ANCHORAGES HAVE BEEN SPECIFIED IN ACCORDANCE WITH HILTI DESIGN DATA. THE CONTRACTOR MAY SUBSTITUTE ANY OF THE BELOW LISTED MANUFACTURERS PROVIDED SIGNED AND SEALED CALCULATIONS ARE SUBMITTED FOR ENGINEER REVIEW. THE CALCULATIONS SHALL DEMONSTRATE THAT THE SUBSTITUTE PRODUCT MEETS OR EXCEEDS

THE STRENGTH OF THE BASIS OF DESIGN ANCHORAGE.

2. ANCHORAGE TO CONCRETE

a. ADHESIVE EPOXY ANCHORS SHALL BE TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ACI355.4 AND ICC-ES

AC308 AND MEET LOAD SPECIFIED SUCH AS: THE FOLLOWING OR EQUAL:

i. HILTI HIT-RE 500-V3 EPOXY ADHESIVE ANCHORING SYSTEM (ICC ESR-2322)

ii. HILTI HIT-HY 200 ADHESIVE (ICC ESR-3187)

iii. POWERS PE-1000+ (ICC ES ESR 2583)

iv. SIMPSON STRONG TIE "SET-XP" (ICC-ES ESR-2508)

v. OR EQUAL ADHERING TO ICC ES AC 308

NOTE: FOR HILTI PRODUCTS, STEEL ELEMENTS SHALL BE HILTI HAS-E CONTINUOUSLY THREADED ROD, HILTI HIS-N INTERNALLY THREADED INSERTS OR CONTINUOUSLY DEFORMED STEEL REBAR. FOR POWERS PRODUCTS, STEEL ELEMENTS SHALL BE ASTM A307-GRADE C, ASTM A 193 GRADE B7 TYPE 304 OR 316 STAINLESS STEEL (F 593, CONDITION CW) OR CONTINUOUSLY DEFORMED STEEL REBAR. FOR EQUAL PRODUCTS USE ACCORDING TO MANUFACTURER'S

SPECIFICATIONS THAT MEET OR EXCEED LOADING REQUIREMENTS.

b. MECHANICAL EXPANSION ANCHORS SHALL BE TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ACI 355.2

AND ICC-ES AC 193 AND MEET LOAD SPECIFIED SUCH AS:

i. HILTI KWIK BOLT - TZ ANCHORS (ICC ES ESR-1917)

ii. HILTI HSL-3 HEAVY DUTY SLEEVE ANCHORS (ICC ES ESR 1545)

iii. POWERS POWER-STUD SD-1 (ICC ES ESR 2818)

iv. POWERS POWER-BOLTS+

v. SIMPSON STRONG-TIE "TITEN-HD"(ICC-ES ESR 2713)

vi. SIMPSON STRONG TIE "STRONG BOLT 2" (ICC-ES ESR 3037)

vii. OR EQUAL ADHERING TO ICC ES AC 193.

c. MECHANICAL UNDERCUT ANCHORS SHALL BE TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC ES AC

193 AND MEET LOAD SPECIFIED SUCH AS:

i. HILTI HDA UNDERCUT ANCHORS

ii. POWERS ATOMIC+ UNDERCUT ANCHORS (ICC ES ESR 3067)

iii. OR EQUAL ADHERING TO ICC ES AC 193

d. CONCRETE SCREW ANCHORS SHALL BE TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC ES AC 193 AND

MEET LOAD SPECIFIED SUCH AS:

i. HILTI KWIK HUS-EZ CONCRETE SCREW ANCHORS (ICC ES ESR 3027)

ii. POWERS WEDGE BOLT+ (ICC ES ESR 2526)

iii. OR EQUAL ADHERING TO ICC ES AC 193

3. ANCHORAGE TO SOLID GROUTED CONCRETE MASONRY

a. ADHESIVE (EPOXY) ANCHORS SHALL BE TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC ES AC58 AND

MEET LOAD SPECIFIED SUCH AS:

i. HILTI HIT-HY 70 ADHESIVE ANCHORING SYSTEM (ICC ES ESR-3342) USING STEEL ELEMENTS HILTI HAS-E

CONTINUOUSLY THREADED ROD OR CONTINUOUSLY DEFORMED STEEL REBAR

ii. SIMPSON STRONG TIE "SET" (ICC ES ESR-1772)

iii. OR EQUAL ADHERING TO ICC ES AC 58

b. MECHANICAL ANCHORS SHALL BE TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ISS ES AC01 OR ISS ES

AC106 AND MEET LOAD SPECIFIED SUCH AS:

i. HILTI KWIK BOLT-3 EXPANSION ANCHORS, (ISS ES ESR-1385)

ii. POWER STUD SD-1 (ICC ES ESR -2966)

iii. SIMPSON STRONG TIE "TITEN HD" (ICC ES ESR-1056)

iv. SIMPSON STRONG TIE "WEDGE ALL" (ICC ES ESR 1396)

v. OR EQUAL ADHERING TO ICC ES ESR AC 106.

4. ANCHORAGE TO HOLLOW/MULTI-WYTHE MASONRY AND/OR CONCRETE MASONRY

a. ADHESIVE (EPOXY) ANCHORS SHALL BE TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC ES AC 58 AND

MEET LOAD SPECIFIED SUCH AS:

i. HILTI HIT-HY 70 ADHESIVE ANCHORING SYSTEM (ES ESR3342) USING STEEL ELEMENTS HILTI HAS-E

CONTINUOUSLY THREADED ROD OR CONTINUOUSLY DEFORMED STEEL REBAR.

ii. POWERS T308+ ADHESIVE ANCHOR (ICC ES ESR-3149) BRICK MASONRY ONLY

iii. SIMPSON STRONG TIE "SET" (ICC ES ESR 1772) CONCRETE MASONRY ONLY OR EQUAL ADHERING TO ICC ES

b. MECHANICAL ANCHORS SHALL BE TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC ES AC 106 AND MEET

LOAD SPECIFIED SUCH AS:

i. SIMPSON STRONG TIE "TITEN HD" - CONCRETE MASONRY ONLY

ii. OR EQUAL ADHERING TO ICC ES AC 106

5. INSTALLATION

a. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL FASTENERS ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND AS REQUIRED BY CODE. A PRE-CONSTRUCTION MEETING AND OR TRAINING IS RECOMMENDED

TO ENSURE PROPER INSTALLATIONS AT NO COST TO THE OWNER.

b. IF EXISTING CONDITIONS PREVENT INSTALLATION AS SHOWN ON DRAWINGS OR AS RECOMMENDED, CONTRACTOR SHALL CONTACT ENGINEER OR ANCHOR REPRESENTATIVE PRIOR TO INSTALLATION OF ANCHORS FOR ALTERNATE

RECOMMENDATION.

c. CONTRACTOR SHALL BE SURE ALL SURFACES ARE CLEAN AND ARE PREPARED ACCORDING TO MANUFACTURER'S

RECOMMENDATIONS.

d. ALL ANCHORS INSTALLATIONS SHALL BE PLUMB, NEAT AND LEVEL UNLESS OTHERWISE NOTED.

e. ARCHITECT/ENGINEER MAY REQUIRE PULLOUT OR SHEAR TESTS TO DETERMINE ADEQUACY OF ANCHORS AT NO

COST TO THE OWNER.

f. DESIGN BOND STRENGTH HAS BEEN BASED ON THE FOLLOWING CONDITIONS. ANY CHANGES SHALL BE APPROVED

BY ENGINEER PRIOR TO INSTALLATION.

i. CONCRETE TO BE CURED FOR AT LEAST 21 DAYS

ii. TEMPERATURE CATEGORY B ACCORDING TO ACI 355.4

iii. DRY HOLES

iv. HOLES DRILLED WITH A CARBIDE BIT

v. HOLE PREPARED ACCORDING TO MANUFACTURER'S INSTALLATION.

g. INSTALLERS FOR VERTICAL AND HORIZONTAL APPLICATION FOR TENSION LOADS SHALL BE CERTIFIED.

CERTIFICATIONS SHALL BE SUBMITTED WITH PRODUCT SUBMITTAL.

6. INSPECTION

a. ALL ANCHOR INSTALLATIONS REQUIRING CERTIFIED INSTALLER'S SHALL BE CONTINUOUSLY INSPECTED.

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

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F

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Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:Structural Engineer:

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GENERAL NOTES

SPECIALIZED ENGINEERING

SOLUTIONS

1300 Baxter Street, Suite 355

Charlotte, NC 28204

(704) 348-3097

FITZPATRICK ENGINEERING

GROUP

19520 West Catawba Ave, Suite 311

Cornelius, NC 28031

704-987-9114

REPLACE HVAC PHASE III

1970 Roanoke Blvd, Salem, VA 24153

268-21-102

02/23/2022 DGF JMH

02/23/2022

12" = 1'-0"S300

1 GENERAL NOTES

STAIR POST, BY OTHERS

PL5/8"x12"x12"

POST BASEPLATE

/2

1" TO 2 1/2" TYP,

E X

S

L A

B

T H

IC

K

N E

S S

FIELD DRILL BOLT HOLES

IN BASE PLATE AFTER

LOCATING REINFORCEMENT

EX. SLAB REINFORCEMENT, NOT

TO BE CUT, FIELD TO LOCATE

EA. WAY, BY FIELD

1/2" DIA. F1554, GR. 36 THREADED ROD W/

LEVELING NUT AND WASHER, HILTI-RE 500

V3 EPOXY OR APPR. EQUAL. AT 4" EMBEDMENT

N O

N -S

H R

IN

K

G R

O U

T

REMOVE AND REPLACE ROOFING,

INSULATION AND MEMBRANE,

SLOPE AWAY FROM POST

/2

1' - 0"

1 1/2"

STAIR POST AT WAREHOUSE

ROOF JOIST, TYP

REMOVE AND REPLACE ROOFING,

INSULATION AND MEMBRANE,

SLOPE AWAY FROM POST

1' - 4"

1 1/2"

(4) 1/2" DIA. F1154 Gr. 36

THREADED ROD THRU

ELEVATED SLAB

1/4" x 3" SQ. PL. WASHER AT

UNDERSIDE OF SLAB, TYP

JAMB NUT OR PEEN

THREADED BELOW SLAB

PL 5/8" x 12" x 1'-4", TYP

AT JOIST SUPPORTED

STAIR POST

N O

N -S

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IN

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G R

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C

1' - 10"

11"

5 1/2" 7 1/2" 7" 2"

/2

/2

5/8" THICK BASE PLATE,

ADJUST LOCATION UP TO

1 1/2" IN EA. DIRECTION TO

AVOID EX. REINFORCEMENT

A

/2

/2

2" 7" 7 1/2" 7 1/2" 7" 2"

2' - 9"

5/8" THICK BASE PLATE,

ADJUST LOCATION UP TO 1 1/2"

IN EA. DIRECTION TO AVOID EX.

REINFORCEMENT

HORZ. SHORT SLOTTED HOLES

AT INTERIOR ANCHOR LOCATIONS

C

4' - 9"

BRACE WORK

POINT

L4X4X1/4 BRACE,TYP

AT MOMENT CONN.

HSS6x6x1/4 POST

W/ 3/16" TOP CAP PL.,

TYP

/4

PL5/8"x12"x12"

POST BASEPLATE

EX. GIRDER AND COLUMN

REINFORCEMENT, NOT TO

BE CUT, FIELD TO LOCATE

1/2" DIA. F1554, GR. 36 THREADED ROD W/

LEVELING NUT AND WASHER, HILTI-RE 500

V3 EPOXY OR APPR. EQUAL. AT 4" EMBEDMENT

REMOVE AND REPLACE ROOFING, INSULATION,

AND MEMBRANE AT FRAME POST, SLOPE AWAY

FROM POST, TYP

1/2"

1/4" FULL DEPTH

STIFFENER AT

HANDRAIL POST

1/8 2-6 1/8 2-6

WRAP TOP/BTM

FLANGE, TYP

4" TOE PLATE

HSS1.900x0.188 GALVANIZED HAND

RAIL POST AT 4'-0" MAX SPACING

HSS1.900x0.145 GALVANIZED

HAND/MID RAIL, TYP

1 1/4x 1/8 TYPE 19-4 GALVANIZED STEEL GRATING, TYPICAL AT ELEVATED PLATFORMS

PROVIDE DOUBLE ANGLE BOLTED

CONNECTIONS AT BEAM TO BEAM

CONNECTIONS AT EQUIPMENT FRAME,

PROVIDE A MINIMUM OF 3/4" DIA. A325

BOLTS PER ROW AT EACH CONNECTION:

W24 - 5 BOLTS

W16 - 4 BOLTS

W12 - 3 BOLTS

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Lic. No. 041192

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:Structural Engineer:

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FRAMING DETAILS

SPECIALIZED ENGINEERING

SOLUTIONS

1300 Baxter Street, Suite 355

Charlotte, NC 28204

(704) 348-3097

FITZPATRICK ENGINEERING

GROUP

19520 West Catawba Ave, Suite 311

Cornelius, NC 28031

704-987-9114

REPLACE HVAC PHASE III

1970 Roanoke Blvd, Salem, VA 24153

268-21-102

02/23/2022 DGF JMH

02/23/2022

1 1/2" = 1'-0"S500

1 STAIR BASE AT SLAB

1" = 1'-0"S500

2 STAIR BASE AT JOIST

1 1/2" = 1'-0"S500

3 AHU FRAME BASE PLATE 1

1 1/2" = 1'-0"S500

4 AHU FRAME BASE PLATE 2

3/4" = 1'-0"S500

5 KNEE BRACE MOMENT FRAME

1 1/2" = 1'-0"S500

6 SECTION AT HAND RAIL

1 1/2" = 1'-0"S500

7 INTERIOR BEAM CONNECTIONS

2 3 4 5 6 7 8

C

B

A

D

E

F

I

20' - 2"

4'

- 9

1/ 2"

5'

- 8

1/ 2"

1'

- 6

3'

- 4 1/

2"

6' - 0" 6' - 0" 6' - 0" 6' - 0" 1' - 8 1/2"

2 3/4"4' - 0"2 3/4"

4' - 9 1/2" 11' - 0 1/4"

HIGH ROOF

ELEV. 0'-0"

PARAPET +25"

LOW ROOF

ELEV. -9'-11

LANDING

ELEV + 3'-1"

A-501

520 West Sixth Street Charlotte, NC 28202 T. +1 704 940 0501 F. +1 704 362 4602

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% SUBMITTAL

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Engineer of Record:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

2A

PROJECT AREA

KEY PLAN

PLAN NORTH TRUE NORTH

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A-101

ROOF PLAN

SPECIALIZED ENGINEERING

SOLUTIONS

1300 Baxter Street, Suite 355 Charlotte, NC 28204

(704) 348-3097

REPLACE HVAC PHASE III

1970 Roanoke Blvd, Salem, VA 24153

658-21-102

02/23/2022

1/8" = 1'-0"1 ROOF PLAN

2/23/2022

1' - 8 1/2" 2"

8"

2" 6 2

5/3 2"

1 1/2" I.D. VERT. - GALV.

1 1/4" I.D. HORIZ. - GALV.

HSS 4X4X1/4" POST WITH CAP PLATE - GALV.

GALV. ANGLE 3X3 X 6" BOLT/WELD TO STINGER AND POST

1" GLAV. STL. GRATING WITH PREFORMED NOSING

AND 3" MIN. VERTICAL KICK PLATE

C 10 X 20 STRINGER - GALV.

EPDM BOOT FLASHING

NEW 60 MIL EPDM ROOFING AT PATCH OVER ROOF

INSULATION TO MATCH, MAINTAIN ANY VAPOR BARRIERS

WITHIN THE EXISTING SYSTEM

NEW 3/4" BEARING PLATE 8" X 18"

WITH THRU BOLTS TO

DUAL 3/4" BEARING PLATE 8" X 4"

EXISTING CONC. STEM AT 3'-0" O.C. TYP.

LOCATE THESE STEMS IN THE FIELD

4X4 POSTS AND BEARING PLATES TO CENTER

ON THESE STEMS

EXISTING INSULATION

2 3 4

E

20' - 2"2 3/4" 4' - 0" 1' - 1 3/4"

2 3 /4"

4' -0

3'

- 2 3/

4" 4'

- 7

4'

- 9

1/ 2"

2 3 /4"

4' -0

2 3

/4" 1'

- 0

4'

- 9

1/ 2"

5'

- 8

1/ 2"

1'

- 6

3'

- 4 1/

2"

6' - 0" 6' - 0" 6' - 0" 6' - 0" 1' - 8 1/2"

1'

- 8

1/ 2" 2 3/4" 4' - 0" 2 3/4"

4' - 9 1/2" 11' - 0 1/4"

ROOF STAIR

TREADS: 1" GALV. STEEL GRATING WITH FORMED NOSING

STRINGER: C10X20 GALV.

POSTS: HSS 4.00 X .25" GALV.

BEARING PLATES: SEE DETAILS

HANDRAILS : 1 1.2" I.D. GALV. PIPE

GUARDRAILS: VERTICALS 1 1/2" I.D. GALV. PIPE AT 5'-0" O.C.

TOP RAIL 1 1/2" I.D. PIPE

HORIZONTAL RAILS (3) 1 1/4" I.D.

ROOF WALKWAY PAD: BY CARLISLE FOR EPDM

BOOT FLASHING BY CARLISLE FOR EPDM

ROOFING MEMBRANE: MATCH EXISTING: 30 YEAR EPDM (11/2008) BAKER ROOFING

HIGH ROOF

ELEV. 0'-0"

PARAPET +25"

LOW ROOF

ELEV. -9'-11

22 T AT 11" = 22'-2"

23 R AT 6.78" = 13'-0" RISE

LANDING

ELEV + 3'-1"

5 T A

T

4'

-7

6 R A

T 6.1

7"

3' -1

" R

IS

E

A-501

A-501

9'

- 1

1" 2'

- 1

0"

3'

- 1

4" 7"

1" 2"

520 West Sixth Street Charlotte, NC 28202 T. +1 704 940 0501 F. +1 704 362 4602

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% SUBMITTAL

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Engineer of Record:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

2A

PROJECT AREA

KEY PLAN

PLAN NORTH TRUE NORTH

BI

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VA

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A-501

DETAILS

SPECIALIZED ENGINEERING

SOLUTIONS

1300 Baxter Street, Suite 355 Charlotte, NC 28204

(704) 348-3097

REPLACE HVAC PHASE III

1970 Roanoke Blvd, Salem, VA 24153

658-21-102

02/23/2022

1" = 1'-0"4 STAIR DETAILS

1/4" = 1'-0"1 STAIR ENLARGED PLAN

1/4" = 1'-0"2 STAIR SECTION - LOWER PART

1/4" = 1'-0"3 STAIR SECTION - HIGHER PART

2/23/2022

4 5 6 7 8 9

C

D

E

F

G

I

IMMEDIATE SUPPLY

DISTRIBUTION

BE-141

NEW EQUIPMENT DISTRIBUTION

BE-140

PHARMACY STORAGE

BE-104

BREAK

BE-110

TOILET

BE-106

STAFF TOILET

BE-111

OFFICE

BE-105

OFFICE

BE-105A

STAIR

NO-7

ENG CONTROL CENTER

BD-124

SVC BAY

BD-123

ELECTRICAL

BE-102

ELECTRICAL

BE-101

DOCK - SOILED

BE-160

WORK STATION

BE-148

DISCREPANCY HOLDING

BE-149

BULK CLEAN SUPPLY

BE-146

UNASSIGNED

BE-145

DELIVERY PROCESSING

BE-144

Space

BD-103C-74

Space

BD-103C-75

TELE

BE-100

ELEVATOR

CL-1

ELECTRICAL

BD-100

MED GAS STOR

BE-108

EXCESS PROPERTY STORAGE

BE-107

MECHANICAL ROOM

BE-103A

Space

BD-103C-88

DOCK - CLEAN

BE-109

Space

BD-103C-91

Space

BD-103C-92

CORRIDOR

CB-35A

Space

BD-103C-95

ELEVATOR MACHINE

BE-103A

SPD SCOPE REPROCESSING

BD-103B

EQUIPMENT STORAGE

BD-103C

CIRCULATION

BE-103

Space

BD-103C-101

CORRIDOR

BE-150

M200

1 HOUR

2 HOUR

3 HOUR

FIRE RATING LEGEND

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

Engineer of Record:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

2A

PROJECT AREA

KEY PLAN

PLAN NORTH TRUE NORTH

02/23/2022

B

IM

/2

V

A S a le m U p g ra d e

R e p la c e H

V A

C P h a s e

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II

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V A

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U p g ra d e

R e p la c e

H V

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P h a s e

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LS100

LIFE SAFETY PLAN

SPECIALIZED ENGINEERING

SOLUTIONS

1300 Baxter Street Suite 355

Charlotte, NC 28204

(704)348-3097

REPLACE HVAC PHASE III

1970 Roanoke Blvd, Salem, VA 24153

658-21-102

02/23/2022

1/8" = 1'-0"

BASEMENT - LIFE SAFETY - EXISTING

ABBREVIATION

GENERAL ABBREVIATIONS

DESCRIPTION ABBREVIATION DESCRIPTION

NOT ALL ABBREVIATIONS APPLY TO THIS SET OF DOCUMENTS

AD ACCESS DOOR/PANEL

AFF ABOVE FINISHED FLOOR

AMB AMBIENT

DIA DIAMETER

DN DOWN

E EXISTING

EC ELECTRICAL CONTRACTOR

EFF EFFICIENCY

GC GENERAL CONTRACTOR

FPM FEET PER MINUTE

FPS FEET PER SECOND

L LENGTH

LF LINEAR FEET

MAX MAXIMUM

MC MECHANICAL CONTRACTOR

MFR MANUFACTURER

MIN MINIMUM

NIC NOT IN CONTRACT

NTS NOT TO SCALE

PC PLUMBING CONTRACTOR

PSIG POUNDS PER SQUARE INCH GAUGE

RPM REVOLUTIONS PER MINUTE

SHT SHEET

TOB TOP OF BEAM

GPM GALLONS PER MINUTE

TOS TOP OF STEEL

BOB BOTTOM OF BEAM

VEL VELOCITY

VFD VARIABLE FREQUENCY DRIVE

UNION

STRAINER WITH BLOW-OFF VALVE

ELBOW UP

ELBOW DOWN

TEE UP

PIPING

- SOLID LINE INDICATES SYSTEM SUPPLY

-- DASHED LINE INDICATES SYSTEM RETURN

NUMBER INDICATES NOMINAL DIAMETER IN INCHES,

LETTER(S) INDICATES SYSTEM.

REFER TO ABBREVIATIONS FOR SYSTEM TYPE.

GENERAL SYMBOLS

SYMBOL DESCRIPTION ADDITIONAL REMARKS

# SHEET NOTE

DENOTES SPECIFIC REQUIREMENT FOR THE SHEET ON WHICH THE NOTE APPEARS

AND IS USED TO DESCRIBE WORK THAT IS TOO LENGTHY TO PLACE ON PLAN.

DIAMETER

DENOTES CONNECTION OF NEW

WORK TO EXISTING SYSTEM

PROTECT EXISTING SYSTEM FROM ENTRANCE OF FOREIGN DEBRIS DURING WORK.

#/# ARROW INDICATES DOWNWARD PIPE SLOPE

#/# INDICATES SLOPE IN INCHES PER FOOT

WHERE PIPING IS NOT MARKED, REFER TO SPECIFICATIONS FOR

REQUIREMENTS

ARROW INDICATES DIRECTION OF FLOW IN

PIPING

ISOLATION VALVE REFER TO SPECIFICATIONS FOR TYPE BASED ON SIZE AND SYSTEM

CHECK VALVE

ARROW INDICATES DIRECTION OF NORMAL FLOW

REFER TO SPECIFICATIONS FOR TYPE BASED ON SIZE AND SYSTEM

PIPE IN SLEEVE REFER TO SPECIFICATIONS FOR TYPE BASED ON SIZE AND SYSTEM

BALANCING DEVICE

# INDICATES FLOW TO BE BALANCED IN GPM

CIRCUIT SETTER, AUTOFLOW, ETC.

REFER TO SPECIFICATIONS FOR TYPE BASED ON SIZE AND SYSTEM#

PRESSURE GAUGE

REFER TO SPECIFICATIONS FOR TYPE AND ACCESSORIES

REFER TO SPECIFICATIONS FOR TYPE AND ACCESSORIES

REFER TO SPECIFICATIONS FOR TYPE AND ACCESSORIESTHERMOMETER

TEE DOWN

TEE HORIZONTAL

PIPE REDUCER

INDICATES POINT WHERE PIPING CHANGES FROM ONE SIZE TO ANOTHER.

SMALL POINT OF ARROW INDICATES SMALLER SIZE SIDE OF TRANSITION.

REQUIRED SERVICE CLEARANCE FOR EQUIPMENT

CONTINUATION SYMBOLS

FIRST SYMBOL APPLIES TO ROUND DUCT AND PIPING.

SECOND SYMBOL APPLIES TO RECTANGULAR AND OVAL DUCT.

ABBREVIATION

FIRE PROTECTION ABBREVIATIONS

DESCRIPTION

BACK FLOW PREVENTERBFP

FIRE PROTECTIONF

FIRE DEPARTMENT CONNECTIONFDC

ABBREVIATION DESCRIPTION

FLOW SWITCHFS

POST INDICATOR VALVEPIV

SPRINKLERSPR

NOT ALL ABBREVIATIONS APPLY TO THIS SET OF DOCUMENTS

SYMBOL

FIRE PROTECTION SYMBOLS

DESCRIPTION ADDITIONAL REMARKS

FLOW SWITCH COORDINATE INTERFACE WITH FIRE ALARM SYSTEM CONTRACTOR

FIRE DEPARTMENT CONNECTION MOUNT BETWEEN 18" AND 48" ABOVE FINISHED GRADE

REFER TO SPECIFICATIONS FOR TYPES AND FINISHES.

PENDANT REFERS TO FULL, SEMI-RECESSED AND RECESSED TYPES. LOCATIONS

FOR EACH ARE INDICATED IN THE SPECIFICATIONS OR ON THE PLANS.

SIDEWALL SPRINKLER -

EXISTING SIDEWALL SPRINKLER

SPRINKLER

EXISTING SPRINKLER

EXISTING SPRINKLER TO BE REMOVED

FIRE PIPEF

O.S. & Y. VALVE

SHUT-OFF VALVE WITH TAMPER SWITCHTS

FIRE DEPARTMENT VALVEFDV

DRY PIPE FIRE PROTECTIONDP

FIRE PUMP TEST HEADERFPTH

HAZARD

SPRINKLER FLOW DENSITIES

AREA (SF) GPM/SF

1500LIGHT HAZARD 0.10

ORDINARY HAZARD I 1500

0.15

0.20ORDINARY HAZARD II

HOSPITALS:

SPRINKLER HAZARD CLASSIFICATION

LIGHT HAZARD:

• PATIENT ROOMS

• CORRIDORS

• OFFICES

• CHAPELS

• DINING AREAS

ORDINARY HAZARD, GROUP 1:

• MECHANICAL ROOMS

• ELECTRICAL ROOMS

• KITCHENS

• STORAGE ROOMS (CEILING HEIGHT 8 FEET OR LESS) 1

• SOILED UTILITY ROOMS

• CLEAN UTILITY ROOMS

• LABORATORIES (HAZARD CLASSIFICATION WILL DEPEND ON THE AMOUNTS

OF FLAMMABLE AND COMBUSTIBLE LIQUIDS USED AND STORED IN THE

LABORATORIES)

ORDINARY HAZARD, GROUP 2:

• STORAGE ROOMS (CEILING HEIGHT 12 FEET OR LESS) 1

• SOILED LINEN ROOMS

1 MEETING THE CRITERIA FOR QUANTITY/COMBUSTIBILITY OF CONTENTS FOR AN

ORDINARY, GROUP 1 HAZARD.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

Engineer of Record:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

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F000

FIRE PROTECTION SYMBOLS AND

ABBREVIATIONSSPECIALIZED ENGINEERING

SOLUTIONS

1300 Baxter Street Suite 355

Charlotte, NC 28204

(704)348-3097

REPLACE HVAC PHASE III

1970 Roanoke Blvd, Salem, VA 24153

658-21-102

02/23/2022Revisions: Date:

3 4 5 6 7 8 9

D

E

F

G

I

(E)F (E)F

(E)F (E)F

(E)F (E)F (E)F

(E)F (E)F (E)F

(E)F (E)F (E)F

(E)F (E)F (E)F

(E)F (E)F (E)F

(E)F (E)F (E)F

(E)F (E)F (E)F

(E)F (E)F (E)F

(E)F (E)F (E)F

(E)F

(E)F (E)F

(E)SP RISER

(E)SP RISER

F

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

Engineer of Record:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

2A

PROJECT AREA

KEY PLAN

PLAN NORTH TRUE NORTH

02/23/2022

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A M

FP200

FIRE PROTECTION PLAN

SPECIALIZED ENGINEERING

SOLUTIONS

1300 Baxter Street Suite 355

Charlotte, NC 28204

(704)348-3097

REPLACE HVAC PHASE III

1970 Roanoke Blvd, Salem, VA 24153

658-21-102

02/23/2022

1/8" = 1'-0"

LEVEL 1 - FIRE PROTECTION

A. UNLESS NOTED OTHERWISE DETAILS SHOWN WITHIN THESE DOCUMENTS ARE APPLICABLE FOR ALL PIPING, EQUIPMENT, AND FIXTURE INSTALLATIONS WHETHER OR NOT SPECIFICALLY NOTED.

B. THE OWNER AND ENGINEER ARE NOT RESPONSIBLE FOR THE CONTRACTOR'S SAFETY PRECAUTIONS OR FOR THE MEANS AND METHODS, TECHNIQUES, CONSTRUCTION SEQUENCES, OR PROCEDURES REQUIRED

TO PERFORM THIS WORK.

C. THE FIRE PROTECTION CONTRACTOR SHALL COORDINATE EXISTING CONDITIONS AND TRADES FOR NEW

PIPING AND HEAD LOCATIONS AS REQUIRED.

D. ALL SPRINKLER WORK SHALL COMPLY WITH NFPA 13 AND VA FIRE PROTECTION STANDARDS.

E. ALL PIPING 2" IN DIAMETER AND SMALLER SHALL BE SCHEDULE "40". ALL PIPING 2 1/2" IN DIAMETER AND

LARGER SHALL BE SCHEDULE "10".

F. SPRINKLER PROTECTION TO BE AS FOLLOWS:

a. GENERAL PATIENT CARE AND TREATMENT AREAS, ECT. SHALL BE LIGHT HAZARD.

b. STORAGE ROOMS, TRASH HOPPER, LINEN ROOMS, SOILED UTILITY, PHARMACY, KITCHENS AND

WORKSHOPS SHALL BE ORDINARY HAZARD GROUP 2.

c. MECHANICAL EQUIPMENT, ELECTRICAL EQUIPMENT, LABS, PENTHOUSE AND ATTIC AREAS SHALL BE

ORDINARY HAZARD GROUP 1.

SHEET NOTES:

GENERAL NOTES:

1. INSTALL NEW UPRIGHT SPRINKER HEADS UNDER NEW DUCTWORK.

Revisions: Date:

THE BUILDING SHALL HAVE A FULLY COMPLIANT FIRE PROTECTION SYSTEM.

THE SYSTEM SHALL COMPLY TO ALL APPLICABLE NFPA CODES, STATE AND

LOCAL FIRE MARSHAL'S REGULATIONS, AND THE OWNER'S INSURANCE

COMPANY AGENCY. THE SPRINKLER CONTRACTOR SHALL PREPARE

DOCUMENTS SHOWING ALL PIPES, SIZES, HEAD TYPES, AND LOCATIONS.

LAYOUT SHALL BE FULLY COORDINATED WITH ALL OTHER TRADES.

DRAWINGS SHALL BE SUBMITTED TO ENGINEER/ARCHITECT FOR REVIEW

AND THEN SUBMITTED TO LOCAL AHJ AND OWNER'S INSURANCE AGENCY.

CHANGES REQUIRED BY AHJ OR OWNER'S INSURANCE AGENCY SHALL BE

RESUBMITTED TO ENGINEER/ARCHITECT. THE GENERAL CONTRACTOR

SHALL BE RESPONSIBLE FOR REVIEW AND COORDINATION OF ALL

SPRINKLER ROUTING AND HEAD LOCATIONS. CONFLICTS WITH SPRINKLER

PIPE AND ANY OTHER MECHANICAL OR ELECTRICAL SYSTEM SHALL BE

RESOLVED THROUGH REROUTING OR RELOCATING SYSTEM COMPONENTS

AT NO ADDITIONAL PROJECT COST.

SPRINKLER NOTE:

3 4 5 6 7 8 9

D

E

F

G

I

RTU-3

A. COORDINATE THE LOCATIONS AND CONTROLS OF ALL DUCT SMOKE DETECTORS WITH MECHANICAL

CONTRACTOR PRIOR TO WORK.

(LOW VOLTAGE GENERAL NOTES SHALL APPLY TO ALL SHEETS)

LOW VOLTAGE GENERAL NOTES:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

Engineer of Record:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

2A

PROJECT AREA

KEY PLAN

PLAN NORTH TRUE NORTH

02/23/2022

B

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M

FA201

ROOF - FIRE ALARM

SPECIALIZED ENGINEERING

SOLUTIONS

1300 Baxter Street Suite 355

Charlotte, NC 28204

(704)348-3097

REPLACE HVAC PHASE III

1970 Roanoke Blvd, Salem, VA 24153

658-21-102

02/23/2022 SBH SUBRevisions: Date:

1/8" = 1'-0"

ROOF - FIRE ALARM

SHEET NOTES:

1. DUCT SMOKE DETECTOR INSTALLED IN RETURN DUCT. REFER TO MECHANICAL ROOF PLANS.

2. DUCT SMOKE DETECTOR INSTALLED IN SUPPLY DUCT. REFER TO MECHANICAL ROOF PLANS.

NO SCALE

EXISTING FACPEXISTING 120V LIFE

SAFETY

CIRCUIT

TO MECHANICAL

UNIT BY

DIVISION 23

24 VOLT

POWER

MECHANICAL UNIT RTU-3

DATA

LOOP

EXISTING BUILDING

FIRE ALARM RISER

EXISTING FIRE ALARM SYSTEM NOTES:

1. NEW WORK SHOWN IN HEAVY LINE WEIGHT. EXISTING TO REMAIN SHOWN IN LIGHT LINE WEIGHT.

2. SYSTEM SHOWN IS A CLASS "A" SYSTEM, DESIGNED IN ACCORDANCE WITH NCBC AND NFPA 72.

3. REFER TO FLOOR PLANS FOR EXACT QUANTITIES AND LOCATION OF DEVICES.

4. PROVIDE WIRING AS DIRECTED BY FIRE ALARM SYSTEM MANUFACTURER.

5. CONDUIT IS REQUIRED. MINIMUM SIZE: 3/4", OR AS REQUIRED TO MEET CODES.

6. UPGRADE AND REPROGRAM EXISTING FACP SOFTWARE TO REFLECT NEW CONDITIONS AS REQUIRED.

7. UPDATE AND REPROGRAM EXISTING ANNUNCIATOR PANEL(S) AND/OR GRAPHIC MAPS TO REFLECT NEW CONDITIONS.

8. ADD ADDRESSABLE CIRCUIT CARDS AND SYNC MODULES AS REQUIRED IN EXISTING FACP TO ACCOMMODATE NEW WORK.

9. PROVIDE REMOTE LAMPS FOR DUCT DETECTORS LOCATED IN ACCESSIBLE AREAS, LABEL PER SPECIFICATIONS.

10. CONTROL MODULES MUST BE LOCATED WITHIN 3'-0" OF DEVICE OR EQUIPMENT THEY ARE CONTROLLING.

11. FACP/FAAP LOCATED IN FIRE CONTROL ROOM.

12. COORDINATE DUCT DETECTOR AND ASSOCIATED FAN SHUT DOWN WITH MECHANICAL CONTRACTOR PRIOR TO INSTALLATION.

13. THE CONTRACTOR SHALL OBTAIN THE STAMP AND SEAL OF AN ENGINEER REGISTERED IN THE STATE IN WHICH THE PROJECT IS LOCATED ON THE SHOP DRAWINGS. THE ENGINEER OF

RECORD FOR THESE DOCUMENTS WILL NOT SEAL THE SHOP DRAWINGS. PROVIDE FIRE ALARM DEVICES AND RELOCATE EXISTING ON A DESIGN-BUILD BASIS AS REQUIRED. CONNECT EQUIPMENT TO EXISTING FIRE ALARM ZONES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PROVIDE ADDITIONAL POWER SUPPLIES AS NECESSARY FOR NEW DEVICES. AFTER THE INSTALLATION IS COMPLETE, THE FIRE ALARM SYSTEM SHALL BE TESTED IN THE PRESENCE OF FIRE DEPARTMENT REPRESENTATIVES AND THE OWNER'S REPRESENTATIVE FOR SYSTEM INTEGRITY AND OPERATION. COORDINATE EXACT FIRE ALARM REQUIREMENTS WITH FIRE DEPARTMENT PRIOR TO BIDS. MAKE NECESSARY CHANGES TO DESIGN/BUILD DOCUMENTS AS DESIGNED PER FIRE DEPARTMENT COMMENTS. PROVIDE SHOP DRAWINGS FOR APPROVAL AFTER RECEIPT OF AHJ APPROVAL, REVISE AND RE-SUBMIT

AS REQUIRED FOR FIRE DEPARTMENT APPROVAL AND OBTAINING APPLICABLE PERMITS.

FIRE ALARM RISER DIAGRAM

FIRE ALARM SYSTEMS - SEQUENCE OF OPERATION

S Y

S T

E M

O U

T P

U T

S

SYSTEM INPUTS 1.

A

C T

IV

A

T E

S T

R O

B E

S F

LO

O

R O

F A

LA

R

M S

, F

LO

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A B

O V

E A

LA

R

M , F

LO

O

R B

E

LO

W A

LA

R

M

2.

A

C T

IV

A

T E

E V

A C

U A

T

IO

N T

O N

E

P R

E -R

E C

O R

D E

D F

IR

E

A

LA

R M

E V

A C

U A

T

IO

N M

E S

S A

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F

LO

O R

O F

A

LA

R M

, F

LO

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A B

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E

LA

R M

, F

LO

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B E

LO

W

A

LA

R M

3.

R

E

LE

A S

E M

A G

N E

T

IC

D O

O R

H O

LD

E

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F

LO

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A

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LO

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A

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5.

C

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M O

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D A

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S /S

M O

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S H

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IN

A

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S M

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6.

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S S

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7.

S

H U

T D

O W

N A

S S

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IA

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H A

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R

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(S

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8.

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IM

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9.

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F A

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D A

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1. SUPPLY DUCT DETECTOR

4.

U

N

LO

C K

A C

C E

S S

C O

N T

R O

LS

D

O O

R S

IN

P

A T

H O

F E

G R

E S

S F

LO

O

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F A

LA

R

M S

, F

LO

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A B

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E A

LA

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M S

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LO

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LA

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IS

O

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A

LA

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IG

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N

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B

LE

S

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L

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M O

N

IT

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IN

G

S T

A T

IO

N

C/M F

2. RETURN DUCT DETECTOR

SUPPLY RETURN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

Engineer of Record:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

02/23/2022

B

IM

/2

V

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A

M

FA601

ELECTRICAL FIRE ALARM DETAILS

SPECIALIZED ENGINEERING

SOLUTIONS

1300 Baxter Street Suite 355

Charlotte, NC 28204

(704)348-3097

REPLACE HVAC PHASE III

1970 Roanoke Blvd, Salem, VA 24153

658-21-102

02/23/2022 SBH SUBRevisions: Date:

CONTRACTOR REQUIREMENTS FOR THE

DEMOLITION OF, OR ADDITION TO, ANY PORTION

OF AIR, HYDRONIC OR STEAM SYSTEMS.

COVER SHEET NOTES:

THE FOLLOWING SHALL APPLY TO ALL MECHANICAL SYSTEMS AFFECTED BY CONSTRUCTION ACTIVITIES.

SYSTEMS INCLUDED BUT ARE NOT LIMITED TO HVAC, EXHAUST, EQUIPMENT, DUCTWORK, DUCTWORK ACCESSORIES, HYDRONICS, COILS, FILTERS, TEMPERATURE CONTROLS, LIFE SAFETY CONTROLS AND

PRESSURIZATION CONTROLS.

1. AIR QUALITY, QUANTITY AND PRESSURE RELATIONSHIPS SHALL COMPLY WITH THE LATEST, ANSI/ASHRAE/ASHE STANDARD 170 REQUIREMENTS.

2. COMPLY WITH THE FACILITY'S INFECTIOUS CONTROL RISK ASSESSMENT (ICRA) REQUIREMENTS.

3. MAINTAIN EXISTING AIR QUALITY REQUIREMENTS, AIR PRESSURIZATION AND OTHER UTILITY

REQUIREMENTS FOR OCCUPIED AREAS DURING ANY RENOVATION OR CONSTRUCTION.

4. DETERMINE AND VERIFY THE AREAS SERVED BY THE AFFECTED SYSTEMS.

5. TAKE AIR AND OR/ WATER BALANCE READINGS OF THE SYSTEMS BEING AFFECTED.

6. IF THERE ARE SPACES BEING SERVED OUTSIDE OF THE DEMOLITION OR ADDITION AREA, THE

FOLLOWING PROCEDURES MUST BE TAKEN:

a. TAKE AIR AND/OR WATER BALANCE READINGS AS NEEDED TO QUANTIFY THE AIR AND/OR

WATER FLOWS DELIVERED TO THE SYSTEMS OUTSIDE THE AFFECTED AREA.

b. DURING DEMOLITION, TAKE ALL NECESSARY MEASURES TO MAINTAIN THE CORRECT AIR

AND/OR WATER FLOWS TO THE SYSTEMS THAT ARE REMAINING.

c. AFTER THE COMPLETION OF DEMOLITION, VERIFY THAT AIR AND/OR WATER FLOWS…