610-16-104 Upgrade Emergency Power Addendum Drawings 2021 0402 sealed_Part2.pdf

BASE PLATE KIT

POST ADJUSTING

SCREWS

ADJUSTABLE INDICATOR

POST WITH REMOTE

ELECTRONIC/ALARM

POSITION INDICATOR

SWITCH & BUILDING LABEL

NOTE:

POST INDICATOR, BASE PLATE

KIT, AND VALVE SHALL BE FROM

SAME MANUFACTURER

2.

5' 3.

0'

GRADE

GATE VALVE

POST INDICATOR VALVE ASSEMBLY

NO SCALE

FINISHED GRADE

4' -0

" M

IN

C O

VE

R

12" 12"OD PIPE

MAX MAX

TRENCH WIDTH

PI

PE

NO SCALE

WATERLINE/SEWER TRENCHING,

PIPE BEDDING TO BE

6" LAYERS

COMPACTED IN

GRANULAR FILL CLASS I OR II

WATER OR SEWER PIPE

BEDDING & BACKFILLING

FO

R

W

AT

ER

L

IN

E

NOT TO SCALE

DETAIL-TAPPING TEE AND VALVE

TAPPING TEE FOR

CONNECTION TO

EXISTING WATER MAIN

RESILIENT SEATED GATE

VALVE - TAPPING TEE

JOINT x MECHANICAL JOINT

WATERLINE

POST INDICATOR BASE

AT POST INDICATOR

(SEE DETAIL)

NOTE: GATE VALVE SHALL BE NON-RISING STEM,

RESILIENT SEATED GATE WITH COUNTER CLOCKWISE

TO OPEN OPERATION PER AWWA C509 OR C515.A

A

90° BENDS

A

A

45° BENDSSECTION A-A

1. BLOCKING SIZE IS DESIGNED FOR 3000 POUNDS PER SQUARE

FOOT SOIL BEARING AND 150 POUNDS PER SQUARE INCH

INTERNAL PRESSURE.

2. CONCRETE SHALL BE 4000 PSI COMPRESSIVE STRENGTH.

3. THESE SAME DIMENSIONS SHALL BE USED FOR BOTH LONG &

SHORT BODY FITTINGS.

18"

D

4" M

AX

20"

CONCRETE BLOCKING FOR HORIZONTAL BENDS

NOT TO SCALE

D = 13" D = 12"

TRENCH BACKFILL SATISFACTORY

EXCAVATED OR BORROW

MATERIAL. WHEN IN PAVEMENT

AREAS USE COMPACTED GRANULAR

FILL.

CONCRETE

BLOCKING

CONCRETE

BLOCKING

CONCRETE

BLOCKING

NOTE: A COMBINATION OF RESTRAINED JOINTS AND THRUST BLOCKING MUST BE USED WHERE THE LENGTH FROM ONE BEND TO THE NEXT IS LESS THAN THE RESTRAINED LENGTH SHOWN ON THE FOLLOWING TABLE. (EXAMPLE: A COMBINATION OF RESTRAINED JOINTS AND CONCRETE THRUST BLOCKING IS REQUIRED ON AN 8" MAIN IF THE DISTANCE BETWEEN A 45° BEND AND A TEE IS LESS THAN 48'; 11' FOR AN

8"-45° BEND AND 37' FOR AN 8" TEE.)

RESTRAINED JOINT LENGTHS

RESTRAINING JOINT SYSTEMS ARE ACCEPTABLE WHEN DESIGNED IN ACCORDANCE WITH "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE", PUBLISHED BY THE DUCTILE IRON PIPE RESEARCH ASSOCIATION (DIPRA). RESTRAINING GLANDS, MANUFACTURED OF DUCTILE IRON CONFORMING TO ASTM A536-80 SPECIFICATIONS, OR LOCKING GASKETS SUCH AS FIELD

LOK, OR EQUAL, SHALL BE USED.

BEND

ANGLE

DIA OF WATERMAIN

11-1/4°

22-1/2°

45°

TEE, 90°

6" 8" 10" 12"

2 3 4 5

8 11 14 19

26 37 47 66

TABLE FOR REQUIRED RESTRAINT LENGTHS BASED ON:

100 PSF SOIL UNIT WEIGHT 0.25 SOIL FRICTION COEFFICIENT

150 PSI WATER PRESSURE 1.25 FACTOR OF SAFETY

L

L

NOT TO SCALE

MIN CLASS I OR II

BEDDING 12" OVER

PIPE INCLUDING

BELLS

UTILITY MARKING TAP

TOPSOIL (4" MINIMUM) IN LAWN AREAS.

IN PAVEMENT AREAS SEE PAVEMENT

REPLACEMENT OR CONCRETE DRIVE DETAILS.

L

12.75"

(MIN.)

TYPE A HYDRANT INSTALLATION WITH BLOCKING

NOT TO SCALE

1. COORDINATE NEW WATER MAIN CONNECTION TO EXISTING

MAIN WITH UTILITY OWNER.

2. WATER MAIN SHALL BE DUCTILE IRON PIPE (CLASS 53) WITH

PUSH-ON OR MECHANICAL JOINTS PER AWWA C151 OR PVC

AWWA C900 CLASS 200.

3. WATER MAIN FITTINGS SHALL BE DUCTILE IRON WITH

MECHANICAL JOINTS PER AWWA C110 OR C153 UNLESS

NOTED OTHERWISE.

4. ALL BURIED DUCTILE IRON PIPE AND FITTINGS SHALL BE

CEMENT MORTAR LINED PER AWWA C104 WITH ASPHALTIC

EXTERIOR COATING AND POLYEHELENE ENCASEMENT PER

AWWA C105.

5. ALL BENDS AND FITTINGS SHALL BE PROVIDED WITH

CONCRETE BLOCKING OR JOINT RESTRAINING GLANDS PER

DETAILS.

6. PROVIDE UTILITY MARKER TAPE ABOVE MAIN FOR ALL PIPE

AND LOCATION WIRE FOR ALL PVC PIPING.

WATER MAIN NOTES

ELEVATIO

N

EL

EV

AT

IO

N

STATION

PROFILE - FIRE MAIN

-0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00

EX

. 4

" G

AS

(F

IE

LD

V

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IF

Y)

EX

. W

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(F

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IF

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EX

. 1

6" W

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(F

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(F

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Y)

EX

.S

TE

AM

(F

IE

LD

V

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IF

Y)

EXISTING GRADE

EXISTING GRADE

(FIELD VERIFY)

4' MIN

COVER

NEW 8"x6" FIRE

HYDRANT

ANCHORING TEE

NEW 8"x6"

REDUCER

NEW 8" HORIZONTAL

11.25° ELBOW

NEW 8"

HORIZONTAL

45° ELBOW

NEW 8"x6" TEE

FOR FIRE

HYDRANT

NEW 8"

HORIZONTAL

45° ELBOW

NEW 8"x4" TEE & 4" GATE

VALVE FOR CONNECTION

TO EXISTING BUILDING

WATER SERVICE

NEW 6"

FIRE MAINNEW 8"

FIRE MAIN

NEW 8"

FIRE MAIN

N

EW

E M

C S.

D U

C

TB

AN

K

(S

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E M

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PL

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D U

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PROFILE - FIRE MAIN

1. NEW 6" GATE VALVE AND POST INDICATOR.

2. CONNECT TO EXISTING 16" FIRE MAIN WITH 16"x8" TAPPING TEE

AND VALVE.

3. NEW 6" FIRE MAIN BUILDING SERVICE ENTRY - INSTALL BELOW

FOOTER AND PENETRATE SLAB INSIDE BUILDING. TERMINATE END

OF PIPE WITH GROOVED JOINT END & CAP FOR PRESSURE

TESTING. COORDINATE LOCATION WITH BUILDING FIRE

PROTECTION PIPING WORK. (SEE PLAN ON SHEET CU102).

4. CONCRETE FILL BELOW FOOTER.

5. NEW 6" 90° ELBOW W/ MECHANICAL JOINT RESTRAINT GLAND

APPROVED BY OWNER W/ CONCRETE BLOCKING.

CODED NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

Services

Engineering and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

DB PFRevisions: Date:

Marion VA Marion, IN

#610-16-104

CONSTRUCTION DOCUMENTS

10/28/2020

UPGRADE EMERGENCY

POWER IN BUILDING 138

DRAWING OF

513.579.0042

ADDENDUM NO. 4 11/23/2020 CU103

WATER SERVICE

PROFILE & DETAILS

0 10' 20' 40'

HORIZONTAL SCALE

0 10' 20'

VERTICAL SCALE

P: 937-224-0861 www.heapy.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

Services

Engineering and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

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

Marion VA Marion, IN

#610-16-104

PROJECT NO. 2018-05034

CONSTRUCTION DOCUMENTS

04/29/2020

UPGRADE EMERGENCY

POWER IN BUILDING 138

DRAWING OF 61

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194SI-001

STRUCTURAL GENERAL NOTES

PM CL

GENERAL STRUCTURAL NOTES:

1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS AND

CONDITIONS AT THE JOB SITE AND TO CROSS-CHECK DETAILS AND

DIMENSIONS ON THE STRUCTURAL DRAWINGS WITH THE RELATED

REQUIREMENTS ON THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND

PLUMBING PLANS. FLOOR AND WALL OPENINGS, SLEEVES AND OTHER

ARCH., MECH., ELEC., REQUIREMENTS MUST BE COORDINATED BEFORE

THE CONTRACTOR PROCEEDS WITH CONSTRUCTION.

2. ALL ENGINEERING DESIGN, CONSTRUCTION, AND TESTING SHALL

CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING

CODE MOST RECENT EDITION (HEREIN REFERRED TO AS "THE CODE")

3. ALL STRUCTURAL WORK MUST BE TEMPORARILY BRACED AND

SUPPORTED UNTIL THE STRUCTURE IS SUFFICIENTLY COMPLETED AND

CAN SAFELY CARRY THE DESIGN & CONSTRUCTION LOADS.

4. REFER TO THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN

ON THE STRUCTURAL DRAWINGS.

5. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE

WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO

THE ATTENTION OF THE COR BEFORE PROCEEDING WITH ANY WORK

THAT IS INVOLVED IN THE CONFLICT.

6. THE MANUFACTURER PRODUCTS IDENTIFIED WITHIN MEET THE SALIENT

CHARACTERISTICS OF THIS SPECIFICATION. SUCH INFORMATION IS ONLY

PROVIDED TO SHOW AN EXAMPLE OF PRODUCTS WHICH MEET THE

SPECIFICATIONS AND DO NOT, IN ANY WAY, LIMIT THE OFFEROR FROM

PROVIDING PRODUCTS FROM OTHER MANUFACTURERS WHICH MEET THE

SALIENT CHARACTERISTICS AS IDENTIFIED IN THE SPECIFICATION.

STRUCTURAL STEEL:

1. MATERIAL STANDARDS:

WIDE FLANGE ASTM A992 Fy = 50,000 PSI ANGLE, CHANNELS, PLATES ASTM A36 Fy = 36,000 PSI SQUARE AND RECTANGLE HSS ASTM A500 Gr. B Fy = 46,000 PSI ROUND HSS ASTM A500 Gr. B Fy = 42,000 PSI PIPE ASTM A53 Gr. B Fy = 35,000 PSI

CONNECTION BOLTS ASTM A325N

ANCHOR RODS ASTM F1554 Gr. 36 Fy = 36,000 PSI

GROUT HIGH STRENGTH, NON-SHRINK, NON-METALLIC

ROOF DECK STEEL DECK INSTITUTE

2. STRUCTURAL AND MISC. STEEL SHALL BE DETAILED, FABRICATED AND

ERECTED IN ACCORDANCE WITH THE MOST RECENT EDITION OF AISC

STEEL CONSTRUCTION MANUAL AND CODE OF STANDARD PRACTICE.

STEEL JOISTS SHALL CONFORM TO THE LATEST EDITION OF STANDARD

SPECIFICATIONS OF THE STEEL JOIST INSTITUTE. METAL DECK SHALL

CONFORM TO THE STANDARD SPECIFICATION OF THE STEEL DECK

INSTITUTE.

3. USE BOLT CONNECTIONS AS SPECIFIED IN FRAMING DETAIL FOR SIZE AND

NUMBER OF BOLTS AND WELDS FOR ALL STRUCTURAL STEEL

CONNECTIONS. ALL BOLTED CONNECTIONS SHALL BE STANDARD ROUND

HOLES (UNLESS NOTED OTHERWISE). IF DETAIL IS NOT PROVIDED:

ALL BOLTED CONNECTIONS SHALL BE A325-N, 3/4" DIA. BOLTS (BRG. TYPE)

OR WELDED EQUIVALENT UNLESS OTHERWISE NOTED. SELECT

CONNECTIONS TO SUPPORT ONE HALF THE TOTAL LOAD CAPACITY FOR

EACH GIVEN BEAM AND SPAN. THE EFFECT OF CONCENTRATED LOADS

SHALL ALSO BE CONSIDERED.

4. FABRICATOR SHALL PROVIDE SAFETY CLIPS OR SEATS WHERE

APPLICABLE TO FACILITATE SAFE ERECTION.

5. CONNECTIONS UTILIZING STRUCTURAL BOLTS SHALL BE BEARING TYPE

AND TIGHTENED PER AISC TURN-OF NUT (FOR SLIP CRITICAL

APPLICATIONS IF SPECIFIED) OR SNUG-TIGHT SPECIFICATIONS.

6. CONNECTIONS MADE WITH HIGH STRENGTH STEEL BOLTS SHALL

CONFORM IN ALL RESPECTS TO THE CURRENT SPECIFICATIONS FOR

STRUCTURAL JOINTS USING 3/4" DIAMETER ASTM A325-N BOLTS (U.N.O.) AS

ENDORSED BY THE AISC. NO PAINT ON FAYING SURFACES.

7. WELDING SHALL BE DONE IN ACCORDANCE WITH "AMERICAN WELDING

SOCIETY" (AWS) D1.1, USING E70 ELECTRODES. WELDING SHALL BE

PERFORMED BY AN APPROVED CERTIFIED WELDER.

8. ALL EXPOSED WELDS SHALL BE FILLED AND GROUND SMOOTH WHERE

METAL MAY COME INTO CONTACT WITH THE PUBLIC.

9. NO CHANGES SHALL BE MADE IN THE STEEL STRUCTURE NOR ANY

MATERIAL CUT IN THE FIELD (UNLESS NOTED AS "FIELD CUT OR TRIM" ON

DRAWINGS), WITHOUT THE WRITTEN PERMISSION OF THE COR.

10. NO CUTTING, BURNING, OR HOLES OTHER THAN THOSE SPECIFICALLY

DETAILED SHALL BE ALLOWED THROUGH STRUCTURAL STEEL MEMBERS

WITHOUT THE PRIOR CONSENT OF THE COR. BOLT HOLES SHALL

CONFORM WITH THE GOVERNING AISC SPECIFICATION, AND SHALL BE

STANDARD HOLES UNLESS NOTED OTHERWISE.

11. THE COR SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES

BETWEEN THE DESIGN AND ACTUAL CONDITIONS NOTED IN THE FIELD.

12. CONTRACTOR SHALL PROVIDE NECESSARY LABOR, MATERIAL, AND

EQUIPMENT TO ERECT ALL MISCELLANEOUS IRON AND STEEL AS DETAILED

ON THESE DRAWINGS.

13. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO

FABRICATION.

14. ALL MATERIALS SHALL RECEIVE ONE SHOP COAT OF GRAY STANDARD

RUST INHIBITIVE STEEL PRIMER. ALL WELDS, ABRASIONS, AND OTHER

SURFACE DEFECTS IN THE SHOP PRIMER SHALL RECEIVE ONE FIELD

APPLIED COAT OF RUST INHIBITIVE PRIMER, PRIOR TO ENCLOSURE OR

FINAL ACCEPTANCE. PAINT SHALL NOT BE APPLIED TO THOSE MEMBERS

WHICH ARE TO BE FIREPROOFED.

15. PAINT ALL STEEL EXPOSED TO EARTH, OR IN CONTACT WITH CONCRETE

WITH ASPHALT PAINT (TNEMEC 46-465, OR EQUAL).

16. ALL STEEL ITEMS NOTED ON THE PLANS AS "HOT DIP GALVANIZED" SHALL

BE GALVANIZED AFTER FABRICATION, BY THE HOT DIP PROCESS IN

ACCORDANCE WITH ASTM A123 OR A386, AS APPLICABLE.

17. UNLESS OTHERWISE INDICATED, ROOF OPENINGS MADE IN EXISTING ROOF

STRUCTURE SHALL BE SUPPORTED ON ALL EDGES BY L4X4X1/4 FOR

SPANS OF 5’-0 OR LESS; AND BY C8X11.5 FOR SPANS BETWEEN 5’-0” AND

10’-0”. SPANS EXCEEDING 10’-0” SHALL REQUIRE SECTIONS APPROVED BY

THE COR. CONNECTIONS SHALL BE WELDED IN ACCORDANCE WITH AWS

D1.1 AND AISC, OR MINIMUM 2-BOLT CONNECTIONS ACCORDING TO AISC.

CONCRETE:

1. ALL CONCRETE WORK TO BE PERFORMED IN CONFORMANCE WITH THE

MOST RECENT EDITION OF ACI301 & ACI318-05 CODE REQUIREMENTS AND

DETAILING STANDARDS.

2. ALL READY MIXED CONCRETE SHALL CONFORM TO ASTM C94.

3. USE AIR ENTRAINED CONCRETE (6% + OR - 1.5%) FOR ALL AREAS EXPOSED

TO WEATHER, FROST IN SOIL, OR FREEZE THAW CYCLES.

4. ALL CONCRETE SHALL DEVELOP THE FOLLOWING COMPRESSIVE

STRENGTHS AT 28 DAYS (F`c) UNLESS NOTED OTHERWISE:

A. FOUNDATION CONCRETE F'c = 4000 PSI B. FLOOR SLAB CONCRETE F'c = 4000 PSI

5. ALL REINFORCING BARS, DOWELS, ANCHOR BOLTS AND OTHER INSERTS

SHALL BE SECURED IN POSITION PRIOR TO PLACING OF THE CONCRETE.

6. ALL HORIZONTAL BARS IN CONCRETE WALLS AND GRADE BEAMS SHALL BE

CONTINUOUS AND BENT AT ALL CORNERS AND INTERSECTIONS. PRE-BENT

"CORNER" BARS SUBSTITUTED FOR CONTINUOUS BENT BARS SHALL BE OF

SAME SPACING AS HORIZONTAL BARS AND SHALL BE OF SUFFICIENT

LENGTH TO PROVIDE REQUIRED LAP SPLICE LENGTHS.

7. DETAILING BENDING AND PLACING OF REINFORCING STEEL SHALL BE IN

ACCORDANCE WITH THE LATEST EDITION OF THE ACI CODE.

8. ALL CONCRETE FORMWORK SHALL BE ADEQUATELY TIED TOGETHER AND

BRACED TO FORM TRUE LINES, SQUARE CORNERS, AND PLUMB WALLS.

9. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO

CHAPTER 19 OF THE INTERNATIONAL BUILDING CODE 2009 EDITION.

10. NO CONCRETE SHALL BE POURED SUBJECT TO FREEZING CONDITIONS, OR

ON FROZEN GROUND.

11. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES,

ORNAMENTS, OR ACCESSORIES REQUIRED TO BE CAST INTO CONCRETE,

AND FOR LOCATIONS OF FLOOR FINISHES AND SLAB DEPRESSIONS.

12. FOOTINGS SHALL BE LOCATED ON THE CENTERLINE OF WALLS, PIERS, OR

COLUMNS, UNLESS NOTED OTHERWISE.

13. PROCEDURES FOR PLACEMENT OF CONCRETE SHALL BE IN STRICT

CONFORMANCE WITH ACI 304 "RECOMMENDED PRACTICE FOR

MEASURING, MIXING, TRANSPORTING, AND PLACING CONCRETE."

14. CONCRETE SLABS ON GRADE SHALL BE POURED ON COMPACTED SUB

GRADE OR UNDISTURBED SOIL. SLAB SURFACES SHALL BE SMOOTH AND

LEVEL, OR SHALL HAVE A SMOOTH EVEN SLOPE. CONCRETE FINISH SHALL

BE SMOOTH FOR INTERIOR FLOOR SLABS, AND BROOMED FOR EXTERIOR

WALKS. SEE PLANS FOR LOCATIONS AND FINISH.

15. BEAMS AND SLABS SHALL BE POURED MONOLITHICALLY, SO THAT NO

HORIZONTAL CONSTRUCTION JOINTS ARE PROVIDED. ANY CONSTRUCTION

JOINTS THAT ARE PLANNED BY THE CONTRACTOR SHALL BE SUBMITTED IN

WRITING TO THE ENGINEER FOR APPROVAL.

16. LOCATE ALL SLEEVES, OPENINGS AND EMBEDDED ITEMS, WHICH ARE

INDICATED ON DESIGN DRAWINGS. CHECK WITH OTHER TRADES TO

VERIFY THAT ALL SLEEVES, OPENINGS, AND EMBEDDED ITEMS ARE IN

PLACE AND LOCATED CORRECTLY PRIOR TO PLACEMENT OF CONCRETE.

17. PIPE MAY PASS THROUGH STRUCTURAL CONCRETE IN SLEEVES, BUT

SHALL NOT BE EMBEDDED THEREIN. SLEEVES SHALL BE WRAPPED WITH

EXPANSION JOINT FILLER MATERIAL TO ALLOW CONCRETE TO CURE

WITHOUT RESTRAINT. PIPES OR CONDUITS WITH DIAMETER EXCEEDING

ONE THIRD THE SLAB OR WALL THICKNESS SHALL NOT BE IN STRUCTURAL

CONCRETE UNLESS SPECIFICALLY DETAILED AS SUCH. SEE MECHANICAL

AND/OR ELECTRICAL DRAWINGS FOR LOCATIONS OF SLEEVES,

ACCESSORIES OR OTHER PENETRATIONS.

18. THE SURFACE OF ALL CONSTRUCTION JOINTS SHALL BE CLEANED TO

REMOVE ALL DUST, CHIPS, OR OTHER FOREIGN MATTER PRIOR TO THE

PLACEMENT OF ADJACENT CONCRETE.

19. SLAB CONTROL JOINTS SHALL BE INSTALLED WITH JOINT FORMERS WHEN

THE SLAB IS POURED , OR SAWCUT AS SOON AS THE CONCRETE WILL

ALLOW WITHOUT DAMAGE.

20. ALL EMBEDDED ITEMS SHALL BE PLACED IN THE FORMWORK PRIOR TO

PLACING CONCRETE. DRILLING AND GROUTING IS ACCEPTABLE SUBJECT

TO ENGINEER APPROVAL.

21. CONCRETE WALLS MAY BE BACKFILLED TO TWO-THIRDS THE WALL HEIGHT

ONCE 75% OF THE 28 DAY COMPRESSIVE DESIGN STRENGTH HAS BEEN

ACHIEVED. WALLS WITH TOP SLABS MAY BE BACKFILLED TO ONE-HALF OF

THE WALL HEIGHT PRIOR TO CASTING THE TOP SLAB.

REINFORCING STEEL:

1. ALL REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS, GRADE 60,

ASTM A615, WITH 60,000 PSI MINIMUM YIELD STRENGTH, UNLESS NOTED

OTHERWISE.

2. REINFORCEMENT PROTECTION: (U.N.O.)

A. CONCRETE POURED AGAINST EARTH = 3"

B. CONCRETE POURED IN FORMS BUT EXPOSED = 2"

TO WEATHER, EARTH OR LIQUID

C. SLABS AND WALLS NOT EXPOSED TO WEATHER OR EARTH = 1 1/2"

D. BEAMS, GIRDERS, AND COLUMNS NOT EXPOSED TO

WEATHER, OR IN CONTACT WITH EARTH = 1 1/2"

3. ALL REINFORCING BARS MARKED "CONTINUOUS" SHALL BE SPLICED AS

FOLLOWS:

A. SPLICES IN CONCRETE SHALL CONFORM TO THE LAP CHART

SHOWN ON THIS SHEET.

B. SPLICES IN MASONRY SHALL BE A MINIMUM OF 50 BAR

DIAMETERS, BUT NOT LESS THAN 24 INCHES.

4. DETAIL BARS IN ACCORDANCE WITH ACI DETAILING MANUAL AND ACI

BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. PROVIDE

CORNER BARS.

5. ALL MASONRY REINFORCING SHALL BE PLACED AND SUPPORTED IN

CONFORMANCE WITH THE PROVISIONS OF THE LATEST EDITION OF ACI

530.1/ASCE-6/TMS 602.

6. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT

POSITIONS SHOWN ON THE PLANS.

7. TIE WIRE SHALL CONFORM TO ASTM A-82.

8. WELDED WIRE FABRIC SHALL CONFORM WITH ASTM A-185.

9. WELDED WIRE FABRIC SHALL BE SPLICED WITH A MINIMUM LAP OF TWO

MODULES.

10. DETAILING OF ALL BENT BARS SHALL COMPLY WITH THE LATEST EDITION

OF THE ACI CODE.

11. WELDING OF REINFORCING BARS IS NOT PERMITTED, UNLESS NOTED

OTHERWISE.

FOUNDATION:

1. ALL FOOTINGS SHALL BE ESTABLISHED ON PROPERLY UNDISTURBED SOIL

OR PROPERLY COMPACTED ENGINEERED FILL. SEE SPECIFICATION

SECTION 31 20 11.

2. ALL FOUNDATION BEARING AND FILL MATERIALS SHALL BE TESTED PRIOR

TO PLACING CONCRETE. SOIL FILL, AND SOIL BEARING MATERIAL PER

REQUIREMENTS BELOW.

3. ALL FILL AND BACKFILL MATERIAL SHALL BE NON-COHESIVE SOILS,

COMPACTED TO 95% MAXIMUM DENSITY PER ASTM D1557-70 MODIFIED

PROCTOR METHOD. THE UPPER 6" OF SUB GRADE SHALL BE SCARIFIED,

MOISTURE CONDITIONED, AND COMPACTED PER TESTS ABOVE.

4. SHOULD ANY CONDITIONS BE ENCOUNTERED THAT ARE UNUSUAL OR DO

NOT GIVE THE MINIMUM ALLOWABLE BEARING CAPACITIES (INDICATED

BELOW), OR COMPACTION LEVELS, THE COR SHALL BE NOTIFIED, AND

WORK SHALL CEASE. WORK SHALL NOT RESUME UNTIL THE

COR EVALUATES THE EXCAVATION, AND GIVES WRITTEN INSTRUCTIONS

TO RESUME FOUNDATION WORK.

5. MINIMUM ALLOWABLE SOIL BEARING PRESSURE: WALL FOOTINGS, Qal =

2000 PSF.

6. ALL EXCAVATION FOR STRUCTURES SHALL BE KEPT DEWATERED UNTIL

BACKFILL IS IN PLACE. EXCAVATION FOR STRUCTURES SHALL INCLUDE ALL

NECESSARY SHEETING AND SHORING.

7. WHERE THE FOUNDATION IS OVER EXCAVATED, REMOVE ALL DISTURBED

FOUNDATION SOIL AND REPLACE WITH GRANULAR MATERIAL PROPERLY

COMPACTED AS DIRECTED ABOVE.

8. ALL SLABS ON GRADE SHALL BEAR ON A MINIMUM 6" OF CLEAN GRANULAR

FILL CONSISTING OF SAND AND GRAVEL OR CRUSHED STONE. BASE

COURSE TO BE COMPACTED TO A MINIMUM 95% OF MODIFIED STANDARD

PROCTOR.

MASONRY:

1. CONCRETE MASONRY UNITS (CMU) ARE TO CONFORM TO ASTM C-90.

2. SEE SPECIFICATIONS FOR UNIT WEIGHT AND STRENGTH. IF NO

SPECIFICATIONS ARE PRESENT, USE STANDARD WEIGHT UNITS, GRADE N,

TYPE 1, (F'm = 1900 PSI)

3. GROUT SHALL CONFORM TO THE PROPORTION REQUIREMENTS OF ASTM

C-476, AND HAVE A MINIMUM COMPRESSIVE STRENGTH (F'c) OF 2000 PSI, WHEN MEASURED AT 28 DAYS.

4. SAND SHALL CONFORM TO ASTM C-144.

5. ALL HORIZONTAL REINFORCING STEEL IN CONCRETE BLOCK WALLS SHALL

BE CONTINUOUS AROUND CORNERS FOR 24" FROM CORNER IN EACH

DIRECTION.

6. HORIZONTAL JOINT REINFORCING SHALL BE "DUR-O-WAL LADUR" TYPE,

WITH No. 9 SIDE AND CROSS RODS IN EVERY OTHER COURSE, UNLESS

NOTED OTHERWISE.

7. ALL HORIZONTAL REINFORCEMENT SHALL BE DISCONTINUED AT VERTICAL

CONTROL JOINTS, UNLESS NOTED OTHERWISE.

8. ALL VERTICAL REINFORCING STEEL IN CMU WALLS SHALL BE CONTINUOUS

FROM THE FOOTING TO THE BOND BEAM, AND TERMINATED IN END

HOOKS. WHERE BOND BEAMS ARE NOT AT THE TOP OF A WALL,

REINFORCING SHALL BE CONTINUOUS THROUGH THE BOND BEAM TO TOP

WALL.

9. CONTRACTOR SHALL PROVIDE NECESSARY LABOR, MATERIALS, AND

EQUIPMENT TO LAY UP MASONRY AS SHOWN ON THE DRAWINGS, AND

SPECIFIED IN THE SPECIFICATION DOCUMENTS. ALL WORK SHALL BE LAID

PLUMB, TRUE, AND SQUARE WITH FILLED AND RAKED JOINTS.

10. ALL WALLS SHALL BE ADEQUATELY BRACED UNTIL SECURELY TIED TO THE

STRUCTURE FRAMES AND DIAPHRAGMS.

11. ALL MASONRY WORK SHALL BE LAID RUNNING BOND, UNLESS NOTED

DIFFERENTLY IN ARCHITECTURAL DOCUMENTS.

12. ALL MASONRY WORK BELOW GRADE SHALL HAVE CORES GROUTED SOLID

WITH GROUT CONFORMING TO ASTM C176. BELOW GRADE MASONRY

SHALL USE TYPE M OR S MORTAR.

13. SEE LINTEL SCHEDULE FOR LINTEL SIZES. ALL STEEL LINTELS IN EXTERIOR

WALLS SHALL BE HOT DIP GALVANIZED, UNLESS NOTED OTHERWISE.

14. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO ALL

REQUIREMENTS OF "SPECIFICATIONS FOR MASONRY STRUCTURES (ACI

510.3/ASCE-6/TMS-602)," EXCEPT AS MODIFIED BY THE REQUIREMENTS OF

THESE CONTRACT DRAWINGS.

15. CONTROL JOINTS SHALL BE INSTALLED AT LOCATIONS SHOWN ON THESE

DRAWINGS. IN AREAS NOT NOTED ON DRAWINGS, A MINIMUM PLACEMENT

OF ONE SIDE ABOVE ALL OPENINGS 6'-0" WIDE OR LESS, AND AT BOTH

SIDES OF ALL OTHER OPENINGS, OR AT 20'-0" O.C. MAX.

16. NO WORK SHALL BE DONE SUBJECT TO FREEZING CONDITIONS.

STRUCTURAL DESIGN INFORMATION:

1. SNOW LOAD:

SNOW EXPOSURE FACTOR (Ce) 1.0 THERMAL FACTOR (Ct) 1.1

SNOW IMPORTANCE FACTOR (I) 1.2

GROUND SNOW LOAD (Pg) 30 PSF FLAT ROOF SNOW LOAD (Pf) 28 PSF SLOPED ROOF FACTOR (Cs) 0.8 BALANCED SNOW LOAD (Ps) 22 PSF

UNBALANCED SNOW LOAD 36 PSF

2. LIVE LOAD:

CONSTRUCTION 20 PSF

3. ROOF DEAD LOADS:

LIGHT GAUGE METAL TRUSSES 5 PSF

ROOF SHEATHING 2 PSF

STANDING SEAM ROOFING 3 PSF

MISCELLANEOUS 10 PSF

4. WIND LOADS:

BASIC WIND SPEED 90 MPH

WIND IMPORTANCE FACTOR (I) 1.15

WIND EXPOSURE CATEGORY 'B'

MAIN WIND FORCE RESISTING SYSTEM WIND PRESSURE:

MAIN WALL = 15.4 PSF

END WALL = 18.1 PSF

MAIN ROOF = -15.4 PSF

END ROOF = -16.1 PSF

COMPONENTS & CLADDING WIND PRESSURE:

MAIN WALL = +20.2 PSF, -24.1 PSF

END WALL = +20.2 PSF, -24.1 PSF

MAIN ROOF = +12.1 PSF, -19.2 PSF

END ROOF = +12.1 PSF, -24.8 PSF

CORNER ROOF = +14.9 PSF, -44.7 PSF

5. SEISMIC LOAD DATA BASED ON ASCE 7-16:

SEISMIC IMPORTANCE FACTOR (Ie) 1.5

SITE CLASS 'D'

SPECTRAL RESPONSE COEFFICIENTS:

Ss = 0.13 Sds = 0.138 S1 = 0.071 Sd1 = 0.114

SEISMIC DESIGN CATEGORY 'C'

BASIC SEISMIC FORCE RESISTING SYSTEM:

ORDINARY REINFORCED MASONRY SHEAR WALLS

RESPONSE MODIFICATION COEFFICIENT: R = 3

SEISMIC RESPONSE COEFFICIENT: Cs = 0.069

ABBREVIATIONS

ARCH ARCHITECTURE/ARCHITECTURAL

CJ CONSTRUCTION JOINT

CONC CONCRETE

DWGS DRAWINGS

EQ EQUAL

FFE FINISHED FLOOR ELEVATION

FND FOUNDATION

GALV GALVANIZED

MECH MECHANICAL

PL PLATE

STL STEEL

04/29/2020 Revisions: Date:

ADDENDUM 10 3/24/2020

D1

194SB-601

B4

194SB-601

B2

194SB-601

B4

194SB-601

B2

194SB-601

6" PAD FOR RTU-1

A

DCB

D3

194SB-601

D1

194SB-601

D1

194SB-601

D1

194SB-601

ENTRANCE

SLAB

FOUNDATION

ENTRANCE SLAB

FOUNDATION

4' - 4"

0' - 8"

0' - 8" 4' - 4"

MATCHLINE - SEE ABOVE

F1 F2 F2 F1

F2F3 F1F1

P1 P2 P2 P1

P2P2P1

/4

/8

/8

/4

1' - 0"

0' - 9 3/4"

8' - 2 1/4" 1' - 0" 0' - 9 3/4"

21' - 10 5/8" 21' - 10 5/8"

0' - 9 3/4"

1' - 0"

/4

F5

194SB-601

13' - 3 1/2"

/2

/4

/2

/2

/4

27' - 3 1/2" 17' - 3 5/8"

/8

A DCB

D1

194SB-601

D1

194SB-601

D1

194SB-601

SEE DETAIL A7/194SB-602

FOR TANK FOUNDATION

DETAIL

B9

194SB-601

B9

194SB-601

D3

194SB-601

B2

194SB-601

B4

194SB-601

ENTRANCE SLAB

FOUNDATION

D6

194SB-601

D6

194SB-601

SIM

ENTRANCE SLAB

FOUNDATION

B4

194SB-601

B2

194SB-601

0' - 8"

0' - 8" 4' - 4"

MATCHLINE - SEE BELOW

F2

P2

F3

P2

F2

F1

P1

F2

P2

F1

P1

D6

194SB-601

/4

/8

/8

/4

21' - 10 5/8" 21' - 10 5/8" 0' - 5 3/4" 1' - 4"

1' - 2" COORDINATE WITH TANK MANUFACTURER 1' - 2"

9' - 0 1/4"

FILL STATION

FOUNDATION

F5

194SB-601

F3

194SB-601

/2

1' - 4" 0' - 5 3/4"

4' - 4"

1' - 0"

0' - 9 3/4"

8' - 2 1/4"

1' - 0"

P: 937-224-0861 www.heapy.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

Services

Engineering and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

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

Marion VA Marion, IN

#610-16-104

PROJECT NO. 2018-05034

CONSTRUCTION DOCUMENTS

04/29/2020

UPGRADE EMERGENCY

POWER IN BUILDING 138

DRAWING OF 61

C R e v it U s e r F ile s \F

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:5

:4

P

M

194SB-101

FOUNDATION PLAN

PM CL

1/4" = 1'-0" F1

SGB FOUNDATION PLAN

1/4" = 1'-0"

F6

GENERATOR BUILDING AND STORAGE TANK FOUNDATION PLAN

04/29/2020 Revisions: Date:

D1

194SB-601

B4

194SB-601

B2

194SB-601

A

DCB

6" CONCRETE PAD

FOR SWTCHGEAR

B4

194SB-601

B2

194SB-601

CJ

SEE DETAIL A4

C J

S E

E D

E T

A

IL

A

C J

6" PAD FOR RTU-1

B7

194SB-601

D3

194SB-601

COORDINATE WITH SWITCHGEAR MANUFACTURER

35' - 0"

ENTRANCE

SLAB

ENTRANCE SLAB

D1

194SB-601

D1

194SB-601

5' - 0"

5' - 0"

MATCHLINE - SEE ABOVE

D1

194SB-601

P1 P2 P2 P1

P1 P2 P2

13' - 3 1/2"

/2

"F5

194SB-601

/4

/8

/8

/4

1' - 0"

0' - 9 3/4"

8' - 2 1/4" 1' - 0" 0' - 9 3/4"

21' - 10 5/8" 21' - 10 5/8"

0' - 9 3/4"

1' - 0"

/4

/2

/4

26' - 9 1/2" 17' - 3 5/8"

/8

C J

C J

11' - 8 1/2" 8' - 8 1/4"

/2

A DCB

B9

194SB-601

D3

194SB-601

OUTLINE OF

FUTURE

GENERATOR AND

SILENCER PAD

B9

194SB-601GRANULAR FILL

D5

194SB-601

STAIR

LANDING

B2

194SB-601

B4

194SB-601

ENTRANCE SLAB

ENTRANCE

SLAB

/2

D1

194SB-601

D1

194SB-601

A7

194SB-601

D6

194SB-601

D6

194SB-601

D6

194SB-601

D1

194SB-601

B2

194SB-601

B4

194SB-601

PIPE TRENCH

D9

194SB-601

/8

/8

5' - 0"

5' - 0"

MATCHLINE - SEE BELOW

C O

O R

D

IN

A T

E W

IT

H

G E

N E

R A

T O

R M

A N

U F

A C

T

6" CONCRETE PAD

FOR GENERATOR

AND SILENCER

COORDINATE WITH GENERATOR MANUFACTURER

34' - 0" P2

P1 P2 P1

P2

FILL STATION

SLAB

F5

194SB-601

F3

194SB-601

COORDINATE WITH TANK MANUFACTURER

C J

CJ - SEE DETAIL A4

S E

E D

E T

A

IL

A

2' - 2 1/4"

SIM

C J

C J

CJ

CJ

/8

13' - 1 1/4"

CMU WALL

- SEE ARCH

1' - 3 1/4" 1' - 0" F9

194SB-601

E9

194SB-601

P: 937-224-0861 www.heapy.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

Services

Engineering and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

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

Marion VA Marion, IN

#610-16-104

PROJECT NO. 2018-05034

CONSTRUCTION DOCUMENTS

04/29/2020

UPGRADE EMERGENCY

POWER IN BUILDING 138

DRAWING OF 61

C R e v it U s e r F ile s \F

F E

M a ri o n

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.c o m

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/2

/2

:5

:4

P

M

194SB-102

SLAB PLAN

PM CL

1/4" = 1'-0" F1

SGB SLAB PLAN

1/4" = 1'-0"

F6

GENERATOR BUILDING AND STORAGE TANK SLAB PLAN

(2) #5 BARS CONT.

(TYP. 3 SIDES)

#4 BARS CONT., TOP

& BOTTOM,

PROVIDE CORNER

BARS

8" FOUNDATION

WALL (TYP. 3 SIDES)

6" VOID

12" GRANULAR

FILL

#4 DWLS W/ STANDARD

HOOK @ 12" O.C.

ALTERNATE (TYP.)

6" CONC. APRON W/ 2", 20 GA

NON-COMP. FORM DECK (GALV.)

& 6X6 - W2. 9XW2. 9 WWF

2" BEARING

0' - 5" 0' - 8" 0' - 5"

C L

B E

L O

W G

R A

D E

3/4" CHAMFER

#5 @ 12" O.C.

6" VOID

12" GRANULAR

FILL

SLOPE 1/4"/FT

6" CONC. APRON W/ 2", 20 GA

NON-COMP. FORM DECK (GALV.)

& 6X6 - W2. 9XW2. 9 WWF

8" FOUNDATION

WALL (TYP. 3 SIDES)

#4 DWLS W/ STANDARD

HOOK @ 12" O.C.

ALTERNATE (TYP.)

#4 DOWELS

@ 12" O.C.

(2) #5 BARS CONT.

(TYP. 3 SIDES)

#4 BARS CONT., TOP

& BOTT. PROVIDE

CORNER BARS

#4 DWLS @ 12" O.C.

ACROSS OPNG., TYP.

DOOR FRAMING

AND THRESHOLD.

SEE ARCH. DWGS.

TREATED 2X6

WOOD BLOCKING

@ THRESHOLD

6" SLAB ON GRADE W/

6X6 - W2. 9XW2. 9 WWF

SEE FOUNDATION DETAIL

ON THIS SHEET FOR

REINFORCING

PREPARED SUBGRADE,

SEE FOUNDATION NOTE 8

2" BEARING

3"

2" BEARING

0' - 6" 1' - 0" 0' - 6"

B E

L O

W G

R A

D E

0' - 5" 0' - 8" 0' - 5"

VAPOR BARRIER

C L

3/4" CHAMFER

FFE= 0'-0"

1' - 0"

SEE ARCH FOR

REINFORCEMENT

90° HOOK

#4 @ 12" O.C.

#5 @ 12" O.C.

PREPARED SUBGRADE,

SEE FOUNDATION NOTE 8

#5 DOWELS @ 12" O.C.,

CMU & PANELS,

SEE ARCH DWGS

(3) #4 BARS CONT.

#5 BARS @ 12" O.C.

FOR REINFORCEMNT

SEE ARCH

C L

1' - 0" 0' - 6"0' - 6"

B E

L O

W G

R A

D E

VAPOR BARRIER

0' - 4 3/8"

0' - 7 5/8"

0' - 9 3/4"

6" SLAB ON GRADE W/

6X6 - W2.9XW2.9 WWF

FFE= 0'-0"

1' - 0"

90° HOOK

#4 @ 12" O.C.

#4 @ 12" O.C.

COORDINATE DIMENSIONS W/ EQUIPMENT SUPPLIER

EQUIPMENT

3/4" CHAMFER

CONC. FLOOR

/2

C L R

#4 BENT DOWELS W/ 3"

EMBED INTO FLOOR SLAB

AND 12" O.C. MAX. AROUND

PERIMETER

#4 BARS @

12" O.C., E.W.

TYP.

6"

6" SLAB ON

GRADE W/ 6X6 -

W2. 9XW2. 9 WWF

C L

SEE BOLT DETAIL ON 194SF-601

COMPACTED

BACKFILL

#4 @ 12" O.C.

#4 @ 12" O.C.

#4 CONT. @ 12" O.C.

B E

L O

W G

R A

D E

3/4" CHAMFER

2' - 5" 1' - 2" 2' - 5"

8" CMU WALL

(SEE ARCH.)

0' - 9 3/4"

#4 @ 12" O.C.

(3) #4 CONT.

0' - 3 3/4"

1' - 7 5/8"

0' - 6" 0' - 6"

FFE= 0'-0"

C L

TOP OF SLAB

0' - 0"

CMU & PANELS,

SEE ARCH DWGS

(4) #4 BARS CONT.

GRAVEL FILL

SEE ARCH

#4 BARS @ 12" O.C.

#4 DOWELS @ 12" O.C.

5 3/4"

1' - 4" 1' - 4" 1' - 4"

B E

L O

W G

R A

D E

#4 @ 12" O.C.

COMPACTED

GRANULAR

FILL

3/4" Ø EXP.

ANCHOR

W/ 4" EMBEDMENT

6" CONCRETE SLAB

ON GRADE, W/ 6x6 W2.9xW2.9 WWF (4'-0"x4'-0")

CROSS OVER STAIRS

3' - 0" 1' - 0"

1-1/4x3/16"

GRATING (GALV.)

L1-1/2 x1-1/2x1/4

W/ 1/4" STRAP

ANCHOR @ 12" O.C.

DAY TANK

(TYP.)

0' - 6" 1' - 0" #4 @ 12" O.C.

BY MANUFACTURER

0' - 6" 0' - 6"

PREPARED SUBGRADE,

SEE FOUNDATION NOTE 8

FFE= 0'-0"

4" GRANULAR

FILL

COMPACTED

BACKFILL

"2

G R

O U

T

FFE = 0'-0"

C L

1' - 5" 0' - 7" 0' - 9 3/4" 1' - 0" 0' - 6"

#4 BARS CONT.

#5 DWLS (TYP.)

1' - 0"

B E

L O

W G

R A

D E

0' - 7 5/8" 0' - 4 3/8"0' - 9 3/4"

6" SLAB ON GRADE W/

6X6 - W2.9XW2.9 WWF

90° HOOK

#4 @ 12"O.C.

#4 @ 12" O.C.

COMPACTED GRANULAR

BACKFILL

0' - 6" 0' - 6"

(1) #4 BAR CONT. (TYP.)

/8

C L

6" REINF. CONC. SLAB

ON GRADE, W/ 6x6 W2.9xW2.9 WWF

3/4" CHAMFER

SLOPE

COMPACTED

GRANULAR FILL

BLDG. CONC. SLAB

AND FND. WALL,

SEE FND. PLAN

3/4" CHAMFER

6" REINF. CONC. SLAB

ON GRADE, W/ 6x6 W2.9xW2.9 WWF

(1) #4 BAR

CONT. 0' - 6" 0' - 6"

COMPACTED

GRANULAR

FILL

6" CONCRETE SLAB

ON GRADE, W/ 6x6 W2.9xW2.9 WWF

(TYP.)

0' - 6"

ACCU-1 ACCU-1

NOTE:

1. SEE SHEET 175MH-101 FOR LOCATION OF ACCU-1 AND ACCU-2

DAY TANK

#4 @ 12" O.C.

BY MANUFACTURER

0' - 6"

8" CMU WALL

0' - 3 3/4"

0' - 9 3/4"

0' - 6"0' - 6"

#4 @ 12" O.C.

8" CMU WALL

0' - 9 3/4" 1' - 1 1/2" 7' - 6" GENERATOR PAD

FFE = 0'-0"

2' - 6" 2' - 6" 0' - 6"

0' - 6"

#4 BARS

PREPARED SUBGRADE,

SEE FOUNDATION NOTE 8

COORDINATE DIMENSIONS W/ EQUIPMENT SUPPLIER

EQUIPMENT

3/4" CHAMFER

CONC. FLOOR

/2

C L R

#4 BENT DOWELS W/ 3"

EMBED INTO FLOOR SLAB

AND 12" O.C. MAX. AROUND

PERIMETER

#4 BARS @

12" O.C., E.W.

TYP.

6"

6" SLAB ON

GRADE W/ 6X6 -

W2. 9XW2. 9 WWF

#4 @ 18" O.C.

P: 937-224-0861 www.heapy.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

Services

Engineering and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

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

Marion VA Marion, IN

#610-16-104

PROJECT NO. 2018-05034

CONSTRUCTION DOCUMENTS

04/29/2020

UPGRADE EMERGENCY

POWER IN BUILDING 138

DRAWING OF 61

C R e v it U s e r F ile s \F

F E

M a ri o n

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-s e rv

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/2

/2

:5

:5

P

M

194SB-601

STRUCTURAL SECTIONS

PM CL

3/4" = 1'-0"194AS-101

B2

SECTION

3/4" = 1'-0"194AS-101

B4

SECTION

3/4" = 1'-0"194SB-101

D1

SECTION

3/4" = 1'-0"194SB-102

B7

SECTION

3/4" = 1'-0"194SB-101

B9

SECTION

3/4" = 1'-0"194SB-101

D3

SECTION

3/4" = 1'-0"194SB-101

D6

SECTION

3/4" = 1'-0"194SB-102

D5

SECTION

NTS194SB-102

D9

SECTION

1" = 1'-0"194SB-602

F1

SECTION

3/4" = 1'-0"194SB-101

F5

SECTION

3/4" = 1'-0"194SB-101

F3

SECTION

3/4" = 1'-0"

F7

SECTION

1" = 1'-0"194SB-102

F9

SECTION

NTS194SB-102

E9

SECTION

3/4" = 1'-0"194SB-102

A7

SECTION

4" GRANULAR FILL

VAPOR BARRIER

COMPACTED SOIL

SAW CUT & SEAL

6 x 6 - W2.9 x W2.9 WWF

CUT HALF WWF @ JOINTST

/4

T

SILENCER

GROUT AS NECESSARY

/2

CONT. L6x3x5/16

3/8" EPOXY BOLTS

W/ 4" EMBED @ 24" O.C.

ANCHOR CMU TO SLAB

W/ #4 DWLS x 9" LONG

@ 24" O.C. (3" EMBED.)

9' - 8"

5 1/2" 8' - 9"

5 1/2"

/8

/8

3/4" DIA. ANCHORS W/ 1'-0"

EMBED. (TYP. BOTH SIDES)

SEE DETAIL B8/194/SF-601

NOTE:

TANK FOUNDATION SIZE AND LOCATION TO BE COORDINATED WITH TANK MANUFACTURER.

9 #5 DWLS

#4 TIES @ 12" O.C.

7" 7"

/4

P2

F1

194SB-601 9 #5 DWLS

SET OF #4 TIES

(3 TIES/SET)

/4

1' - 0" 0' - 9 3/4" 0' - 7"

F1

194SB-601

P1

SIM

CURED CONC. NEW CONC.

VAPOR BARRIER

4" GRANULAR FILL

VAPOR BARRIER

COMPACTED SOIL

P: 937-224-0861 www.heapy.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

Services

Engineering and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

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

Marion VA Marion, IN

#610-16-104

PROJECT NO. 2018-05034

CONSTRUCTION DOCUMENTS

04/29/2020

UPGRADE EMERGENCY

POWER IN BUILDING 138

DRAWING OF 61

C R e v it U s e r F ile s \F

F E

M a ri o n

B u ild in g s w it c h p a tr ic k .h ill ie r@ ff e

-s e rv

.c o m

.r v t

/2

/2

:5

:5

P

M

194SB-602

STRUCTURAL DETAILS

PM CL

1 1/2" = 1'-0"194SB-602

A4

DETAIL

1 1/2" = 1'-0"194SB-602

A9

DETAIL

3/4" = 1'-0"194SB-602

A7

DETAIL

1" = 1'-0"194SB-602

A1

DETAIL

TABLE 1 - FOUNDATION AND PIER SCHEDULE

FOUNDATION PIER

Type Length Width Depth Reinf. B/Footing Elevation

Type Length Width DWL Ties T/Pier

F1 4'-3 3/4" 4'-3 3/4" 1'-0" 3'-0"

BELOW

GRADE

P1

DETAIL A2

DWG

194SB-602

1'-4 3/4" 9 #5 #4 @ 12" 6"

BELOW

FFE

F2 4'-0" 4'-3 3/4" 1'-0" P2

DETAIL A1

DWG

194SB-602

9 #5 #4 @ 12"1'-4 3/4"1'-2"

1'-4 3/4"

3'-0"

BELOW

GRADE

6"

BELOW

FFE

F3 5'-0" 5'-0" 1'-0" - - - --- 1'-6"

BELOW

GRADE

#4 @ 12" O.C.

BOTTOM

EACH WAY

1" = 1'-0"194SB-602

A2

DETAIL

1 1/2" = 1'-0"194SB-602

A5

DETAIL

#4 @ 12" O.C.

BOTTOM

EACH WAY

#4 @ 12" O.C.

BOTTOM

EACH WAY

A

DCB

W12X26 W14X30 W14X30

W X

W12X26

W X

W X

W X

W X

W X

W X

W X

W X

W X

W14X30 W14X30

W16X57 W16X57

W14X30

L O

W B

A Y

T

/S T

L E

L

/4

H

IG

H B

A Y

T

/S T

L E

L

W14X30

W14X30

TOP TOP

BOTTOM BOTTOM

1' - 5 3/8"

/8

1' - 5 3/8" 1' - 5 3/8"

/8

EDGE OF

DECKING

4" CONC. SLAB W/ 1.5 VL 22

GAGE COMPOSITE DECK

W/ 6X6 - W1.4X1.4 WWF

4" CONC. SLAB W/ 1.5 VL 22

GAGE COMPOSITE DECK

W/ 6X6 - W1.4X1.4 WWF

/8

B3

194SF-601

B1

194SF-601

10' - 0"

3 EQ. SPACES

21' - 10 5/8"

3 EQ. SPACES

21' - 10 5/8"

/4

/8

/8

B1

194SF-601

B5

194SF-601

B1

194SF-601

B5

194SF-601

B5

194SF-601

MC MOMENT CONNECTION

194SF-101F1

194SF-101

C5

194SF-101

E8

194SF-101

C8

W10X33

W10X33

W10X33

W10X33

W10X33

W10X33

W10X49

W10X39

W10X39

W8X24

W8X24 W8X24

W8X24

W8X24

W14X30

M C

M C

L3X3X1/4

L3X3X1/4

L3X3X1/4

M C

M C

M C

M C

M C

M C

M C M

C

P C

O F

W

X

(T Y

P

W X

W X

W X

W X

W X

W X

W X

W X

D O

D O

D O

D O

D O

EQ EQ

P C

(T Y

P

EQ EQ EQ EQ EQ EQ

E Q

E Q

P C

W8X10 W8X10 W8X10

W8X10 W8X10

W8X18 W8X10 W8X10 W8X10

E Q

E Q

M C

M C

BRACING POINT

D3

194SF-601

TYP. 10 PLACES

E Q

E Q

W8X10 W8X10 W8X10

W8X10W8X10 W8X10

W8X10 W8X10 W8X104

/4

D C

L5 X5X

5/

L5X5X5/16

SEE DETAIL

TYP.

194SF-601

D1

WP

T/STL = 22'-0"

FFE = 22'-0"

T/PIER = 0'- (-6)" 6

W

W

W14

ONE BOLT

CONNECTION

21' - 10 5/8"

3 4

L5 X5X

5/

SEE DETAIL

TYP.

194SF-601

B6

WPFFE = 0'-0"

T/PIER = 0'- (-6)"

T/STL = 11'-4"

W10

W

W

19' - 9 1/4"

L5X5X5/16

DC

L5X 5X

5/

W14X30

W14X30

W X

W X

SEE DETAIL

TYP.

194SF-601

D1

WP

WP

T/STL = 22'-0"

FFE = 0'-0"

T/PIER = 0'- (-6)"

T/STL = 11'-4"

21' - 10 5/8"

L5X5X5/16

L5 X5X

5/

L5X5X5/16

DC

194SF-601

B6

SEE DETAIL

TYP.

WP

T/STL = 11'-4"

W14

W

W

L5 X5X

5/

P: 937-224-0861 www.heapy.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

Services

Engineering and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

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

Marion VA Marion, IN

#610-16-104

PROJECT NO. 2018-05034

CONSTRUCTION DOCUMENTS

04/29/2020

UPGRADE EMERGENCY

POWER IN BUILDING 138

DRAWING OF 61

C R e v it U s e r F ile s \F

F E

M a ri o n

B u ild in g s w it c h p a tr ic k .h ill ie r@ ff e

-s e rv

.c o m

.r v t

/2

/2

:5

:0

P

M

194SF-101

STRUCURAL FRAMING PLAN AND

ELEVATIONS

PM CL

1/8" = 1'-0" C1

ROOF FRAMING PLAN

1/4" = 1'-0" C5

EAST ELEVATION

1/4" = 1'-0" F1

NORTH ELEVATION

1/4" = 1'-0" E8

ELEVATION

1/4" = 1'-0" C8

WEST ELEVATION

L3X3X1/4

1' - 5 3/8"

POUR STOP

W6

W12

T/STL = 11'-4"

W14

SEE ARCH.

0' - 9 3/4"

L3X3X1/4

W12

W6

POUR STOP

1' - 5 3/8"

SEE ARCH.

T/STL = 22'-0"

W14

POUR STOP

0' - 4 3/8"

W12

3" 3" 1"x10"x10" BASE

1 1/16" HOLE FOR 3/4" Ø

ANCHOR BOLT.

SEE DETAIL B7 FOR BOLT DETAIL

P R

O J

T H

D

/2

G R

O U

T

TACK

T/PIER

BASE PLATE

3/4" DIA. ANCHOR BOLT

SLOTTED HOLES IF REQUIRED

FOR BOLT CONNECTION

BACKING

BAR

TYPICAL MOMENT CONNECTION

SHEAR PL

BACKING

BAR

3" 3" 1"x12"x12" BASE

1 1/16" HOLE FOR 3/4" Ø

ANCHOR BOLT.

SEE DETAIL B7 FOR BOLT DETAIL

W8

W12 OR 14

1/4" PLATE

W12

P: 937-224-0861 www.heapy.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

Services

Engineering and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

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

Marion VA Marion, IN

#610-16-104

PROJECT NO. 2018-05034

CONSTRUCTION DOCUMENTS

04/29/2020

UPGRADE EMERGENCY

POWER IN BUILDING 138

DRAWING OF 61

C R e v it U s e r F ile s \F

F E

M a ri o n

B u ild in g s w it c h p a tr ic k .h ill ie r@ ff e

-s e rv

.c o m

.r v t

/2

/2

:5

:0

P

M

194SF-601

STRUCTURAL FRAMING SECTIONS

AND DETAILS

PM CL

3/4" = 1'-0"194SF-101

B1

SECTION

3/4" = 1'-0"194SF-101

B3

SECTION

3/4" = 1'-0"194SF-101

B5

SECTION

1 1/2" = 1'-0"194SF-601

B6

DETAIL

1 1/2" = 1'-0"194SF-601

B7

DETAIL NTS194SF-601

B8

DETAIL

1 1/2" = 1'-0"194SF-101

D1

DETAIL

NTS194SF-101

D3

SECTION

D N . 1

W P/

GF

TYP.

6'

- 0

7' - 0" 3

1LC5-C

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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

Services

Engineering and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD

F F E I n c Engineering and Technical Services 110 Boggs Lane, Suite 170 Cincinnati, OH 45246 513-522-0956

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Marion VA Marion, IN

#610-16-104

PROJECT NO. 2018-05034

CONSTRUCTION DOCUMENTS

04/29/2020

EXPIRES 12/31/2020

UPGRADE EMERGENCY

POWER IN BUILDING 138

DRAWING OF 60

C :\U se rs

\ri le y\ D oc um en ts

\F

FE

_M ar io n_

M

EP

_B ui ld in g

(2

8) _r ile y.

ch ris to le ar

TR

L2 2.

rv t

5/

/2

2:

:4

PM

175AS-101

NEW WORK - BUILDING 175 -

LEVEL 1

PH BL

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

BUILDING 175 - POWER PLAN1

DRAWING NOTES

1 NEW 3’ X 7’ HOLLOW METAL DOOR WITH HOLLOW METAL FRAME. HARDWARE GROUP HW-R4.

2 NEW 3 5/8” METAL STUD WALL WITH 5/8” GYPSUM BOARD ON BOTH SIDES. EXTEND TO STRUCTURE ABOVE, APPROXIMATELY 20’.

3 ALIGN WITH EXISTING SURFACE

0' - 7 5/8"

INSULATED METAL

PANEL

BEAM OR ANGLES

(CENTER OF WALL)

HORIZ. JOINT REINF.

GROUT ALL CELLS SOLID

FULL LENGTH

#4 BAR x 6" LG. @ 16" O.C.

SOLID CMU

RIGID MASONRY TIES

@ 32" O.C. IN VERTICAL

JOINT

3/16

3/16

3-12

3-12

FLASHING

BUILDING 194

1' - 6"

0' - 1 1/8" 1' - 3 3/4" 0' - 1 1/8"

F1

194AS-201

D6

194AS-200

B A

T T

E R

Y S

Y S

T E

M

4' - 0"2' - 8"

/8

"3

18' - 9 1/4" 20' - 0" 18' - 6"

A

1' - 5 1/2"

/8

D

1' - 5 1/4"

C

53' - 9 1/4"

B

10' - 0"

/8

21' - 10 5/8" 21' - 10 5/8"

/8

/8

/8

/2

2 HOUR FIRE WALL

90 MIN. DOOR

B6

194AS-200

KNOCKOUT PANNEL FOR

FUTURE GENERATOR

90 MIN. WINDOW

/8

/8

/4

194AS-301

D6

SIM

/8

/2

/4

/8

46' - 8"

10' - 0"

56' - 8"

1' - 5 1/4"

/4

F1

194AS-201

D6

194AS-200

METAL GUTTER

A

DCB

B6

194AS-200

1/4" / 1'-0"1/4" / 1'-0"

/4

/4

1/4" / 1'-0"1/4" / 1'-0"

HIGH ROOF

LOW ROOF

CANAPY ROOFCANAPY ROOF

A

DCB

194AS-301

LOW ROOF BELOW

2 2

P: 937-224-0861 www.heapy.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

Services

Engineering and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

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

Marion VA Marion, IN

#610-16-104

PROJECT NO. 2018-05034

CONSTRUCTION DOCUMENTS

04/29/2020

EXPIRES 12/31/2020

UPGRADE EMERGENCY

POWER IN BUILDING 138

DRAWING OF 61

C R e v it U s e r F ile s \F

F E

M a ri o n

B u ild in g s w it c h p a tr ic k .h ill ie r@ ff e

-s e rv

.c o m

.r v t

/2

/2

:0

:5

P

M

194AS-100

FLOOR PLAN

PH BL

1 1/2" = 1'-0" F1

LINTEL DETAIL

FOUNDATION PLAN NOTES:

1. CONTROL JOINT AND CONSTRUCTION JOINT LOCATIONS

ARE SHOWN FOR VISUAL REPRESENTATION ONLY.

FIELD LOCATE AT SPACING NOT TO EXCEED 30 TIMES

SLAB THICKNESS.

2. PIPE PENETRATIONS THRU FOUNDATION, PER DETAIL

ON 301S-501.

3. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR

PROPERLY COMPACTED FILL. SEE SPECIFICATIONS

SECTION 31 20 11 "EARTHWORK." COORDINATE WITH

CIVIL PLANS TO DETERMINE AMOUNT OF FILL

REQUIRED.

4. CONTRACTOR SHALL VERIFY DIMENSIONS WITH

ARCHITECTURAL PLANS ON SHEET 301A-101. NOTIFY

COR OF DISCREPANCIES.

5. FINISH FLOOR ELEVATION = 922.25. SEE CIVIL SHEETS

FOR FINISH FLOOR ELEVATION.

6. TOP OF FOOTING ELEVATION (T.O.F.) = -3'-0" BELOW

GRADE UNLESS NOTED OTHERWISE.

7. COORDINATE UTILITY LOCATIONS AND ELEVATION W/

CIVIL. FIELD VERIFY AT BUILDING FOUNDATION

LOCATIONS. REPORT ANY CONFLICTS TO COR.

8. O.C. - On Center O.H. - Over Head

REINFORCED CONCRETE FLOOR SLAB

MARK DESCRIPTION

SLAB-1

6" CONC. SLAB ON GRADE W/6X6 -W4.0XW4.0

WELDED WIRE FABRIC, TOP & BOTTOM, OVER 8" OF

COMPACTED GRANULAR FILL, TYP. U.N.O.

NOTES:

1. ALL LINTELS AT EXTERIOR LOCATIONS OR OTHERWISE

SUBJECT TO WEATHER OR A CORROSIVE ATMOSPHERE

SHALL BE GALVANIZED. LINTELS CONSISTING OF A PLATE

AND ROLLED BEAM W8 AND SMALLER SHALL HAVE BOTH

PLATE AND BEAM GALVANIZED AFTER WELDING. ALL

ANGLES SHALL BE GALVANIZED.

2. LINTELS UTILIZING BOTTOM PLATES SHALL HAVE PLATE

EXTENDED FULL LENGTH OF MASONARY OPENING ONLY.

BOTTOM PLATES SHALL NOT EXTEND INTO JAMBS OF WALL

OPENINGS.

3. LINTELS SHALL BEAR A MINIMUM OF 8" ON FULLY GROUTED

COURSES OF SOLID MASONRY. LINTELS SPANNING 8'-0" OR

MORE SHALL BEAR ON FULLY GROUTED CORES FULL

HEIGHT OF JAMB.

LINTEL SCHEDULE

SPAN WITH FACE BRICK

0 TO 6'-0"

DESCRIPTIONT

6'-0" TO 8'-0"

8'-1" TO 10'-0"

10"

10"

10"

(3) L4 x 4 x 5/16" W/ 3/8" x (W-1") WIDE PLATE

W8x10 & L4 x 3 1/2 x 5/16" (LLV) W/ 3/8" x (W-1")

WIDE PLATE

W8x15 & L5 x 3 1/2 x 5/16" (LLV) W/ 3/8" x (W-1")

WIDE PLATE

1 1/2" = 1'-0" F4

EXTERIOR SIGNAGE

1/8" = 1'-0" E1

FLOOR PLAN

1/8" = 1'-0"

E4

ROOF PLAN

1/8" = 1'-0"

LOW ROOF CLEARANCE FLOORPLAN

Revisions: Date:

ADDENDUM 4 11/23/2020

D6

194AS-200

F1

194AS-302

A

DCB

B6

194AS-200

/4

/2

BATTERY

SYSTEM

WORKING CLEARANCE

NEW SWITCHGEAR ON 6" TALL

CONCRETE PAD 6" WIDER THAN

SWITCHGEAR ON ALL SIDES

4' - 0"2' - 8"

1' - 5 1/2"

2 HOUR FIRE WALL

90 MIN. DOOR

GENERATOR

P

IP

E T

R E

N C

H P

IP

E

T R

E N

C H

8' - 8 1/4"

11' - 8 1/2"

10' - 0" 21' - 10 5/8" 21' - 10 5/8"

/8

/4

K

N O

C K

O U

T P

A N

E L

/2 "4

/8

/8

/8

/8

194AS-302

D3

194AS-302

D3

F5

194AS-300

F7

194AS-300

F4

194AS-300

F8

194AS-300

E6

194AS-101

/8

/8

/8

MATCHLINE MATCHLINE

2 2

DCB

SEE BOLLARD

DETAIL ON

191AS-3000

/2

194AS-302

D3

MATCHLINE MATCHLINE

TOP OF SLAB

0' - 0"

B

4' - 0"

4" HEAD

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

P: 937-224-0861 www.heapy.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

Services

Engineering and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

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

Marion VA Marion, IN

#610-16-104

PROJECT NO. 2018-05034

CONSTRUCTION DOCUMENTS

04/29/2020

EXPIRES 12/31/2020

UPGRADE EMERGENCY

POWER IN BUILDING 138

DRAWING OF 61

C R e v it U s e r F ile s \F

F E

M a ri o n

B u ild in g s w it c h p a tr ic k .h ill ie r@ ff e

-s e rv

.c o m

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/2

/2

:0

:0

P

M

194AS-101

ENLARGED FLOOR PLANS

PH BL

1/4" = 1'-0" F1

ENLARGED GENERATOR FLOORPLAN

1/4" = 1'-0" D6

ENLARGED TANK STORAGE AREA

Door Schedule

Mark Height Type Width Door

Material Finish Frame Type

Frame Material

Hardware Set

Fire Rating Details Head Details Jamb Details Sill Comments

001 7' - 0" A 3' - 0" HOLLOW

METAL

PAINTED F-1 HOLLOW

METAL

HW-E1 N.A. F1 ON AS-300 F1 ON AS-300 FA ON AS-300

002 7' - 0" A 6' - 0" HOLLOW

METAL

PAINTED F-1 HOLLOW

METAL

HW-E6 N.A. F1 ON AS-300 F1 ON AS-300 FA ON AS-300

003 7' - 0" A 3' - 0" HOLLOW

METAL

PAINTED F-1 HOLLOW

METAL

HW-R4 90

MIN.

F1 ON AS-300 F1 ON AS-300 FA ON AS-300

004 8' - 0" A 6' - 0" HOLLOW

METAL

PAINTED F-1 HOLLOW

METAL

HW-E6 N.A. F1 ON AS-300 F1 ON AS-300 FA ON AS-300

005 7' - 0" A 6' - 0" HOLLOW

METAL

PAINTED F-1 HOLLOW

METAL

HW-E6 N.A. F1 ON AS-300 F1 ON AS-300 FA ON AS-300

006 7' - 0" A 3' - 0" HOLLOW

METAL

PAINTED F-1 HOLLOW

METAL

HW-E1 N.A. F1 ON AS-300 F1 ON AS-300 FA ON AS-300

1/4" = 1'-0" E6

WINDOW ELEVATION

MATCHLINE

Revisions: Date:

TOP OF SLAB

0' - 0"

LOW ROOF

CLEARANCE

10' - 0"

FOUNDATION

-2' - 0"

LIGHT FIXTURE SEE

ELECTRICAL DRAWING

CARD READER

ROOF CANOPY

LIGHT FIXTURE SEE

ELECTRICAL DRAWING

CARD READER

A

D C

HIGH ROOF

CLEARANCE

22' - 0"

B

METAL COPING

B1

B1

KEY PLAN

A

DCB

TOP OF SLAB

0' - 0"

LOW ROOF

CLEARANCE

10' - 0"

FOUNDATION

-2' - 0"

METAL DOWNSPOUT

METAL COPING

SPLASH BLOCK

ROOFTOP UNIT

SEE MECHANICAL DRAWING

ROOF CANOPY

LIGHT FIXTURE SEE

ELECTRICAL DRAWING

CARD READER

ROOF CANOPY

LIGHT FIXTURE SEE

ELECTRICAL DRAWING

CARD READER

A DC

HIGH ROOF

CLEARANCE

22' - 0"

B

21' - 10 5/8"21' - 10 5/8"

METAL GUTTER

METAL GUTTER

TOP OF SLAB

0' - 0"

LOW ROOF

CLEARANCE

10' - 0"

FOUNDATION

-2' - 0"

SWITCHGEAR

A DCB

194AS-300

F8

TOP OF SLAB

0' - 0"

LOW ROOF

CLEARANCE

10' - 0"

F1

194AS-201

FOUNDATION

-2' - 0"

DC

HIGH ROOF

CLEARANCE

22' - 0"

B

194AS-300

F7

1/4" / 1'-0"1/4" / 1'-0"

/2

194AS-300

F4

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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

Services

Engineering and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

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

Marion VA Marion, IN

#610-16-104

PROJECT NO. 2018-05034

CONSTRUCTION DOCUMENTS

04/29/2020

EXPIRES 12/31/2020

UPGRADE EMERGENCY

POWER IN BUILDING 138

DRAWING OF 61

C R e v it U s e r F ile s \F

F E

M a ri o n

B u ild in g s w it c h p a tr ic k .h ill ie r@ ff e

-s e rv

.c o m

.r v t

/2

/2

:0

:0

P

M

194AS-200

ELEVATIONS AND SECTIONS

PH BL

1/4" = 1'-0" B1

EXTERIOR ELEVATION EAST

1/4" = 1'-0" D1

EXTERIOR ELEVATION WEST

1/4" = 1'-0"

D6

BUILDING SECTION SOUTH

1/4" = 1'-0" B6

BUILDING SECTION AT LOUVERS

LOW ROOF

CLEARANCE

10' - 0"

FOUNDATION

-2' - 0"

ROOFTOP UNIT

SEE MECHANICAL

DRAWING

ROOF CANOPY

LIGHT FIXTURE SEE

ELECTRICAL DRAWING

SPLASH BLOCK

METAL GUTTER

SPLASH BLOCK

CARD READER

DOWNSPOUT

METAL GUTTER

DOWNSPOUT

EXTERIOR SIGNAGE SEE

DETAIL F4 ON AS-100

3 12

HIGH ROOF

CLEARANCE

22' - 0"

JOINTS IN METAL PANEL

FOR FUTURE LOUVER

EXHAUST PIPING

FROM GENERATOR

SEE MECHANICAL

DRAWINGS

WALL MOUNTED

EXHAUST FAN

SEE MECHANICAL

DRAWINGS

TOP OF SLAB

0' - 0"

LOW ROOF

CLEARANCE

10' - 0"

FOUNDATION

-2' - 0"

ROOF CANOPY

LIGHT FIXTURE SEE

ELECTRICAL DRAWING

CARD READER

DOWNSPOUT

SPLASH BLOCK

DOWNSPOUT

SPLASH BLOCK

GUTTER

METAL GUTTER

EXTERIOR SIGNAGE SEE

DETAIL F4 ON 194AS-100

ROOFTOP UNIT-

SEE MECHANICAL

DRAWINGS

31 2

HIGH ROOF

CLEARANCE

22' - 0"

DOWNSPOUT

SPLASH BLOCK

METAL COPING METAL COPING

A

DCB

KEY PLAN

TOP OF SLAB

0' - 0"

LOW ROOF

CLEARANCE

10' - 0"

FOUNDATION

-2' - 0"

194AS-300

F8

SWITCHGEAR

CAST IN PLACE

CONCRETE SLAB

SEE DETAIL 5 ON SS-101

HIGH ROOF

CLEARANCE

22' - 0"

B6

194AS-200

194AS-300

F1

194AS-300

C8

E6

194AS-101

P: 937-224-0861 www.heapy.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

Services

Engineering and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

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

Marion VA Marion, IN

#610-16-104

PROJECT NO. 2018-05034

CONSTRUCTION DOCUMENTS

04/29/2020

EXPIRES 12/31/2020

UPGRADE EMERGENCY

POWER IN BUILDING 138

DRAWING OF 61

C R e v it U s e r F ile s \F

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-s e rv

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/2

/2

:0

:1

P

M

194AS-201

ELEVATION AND SECTIONS

PH BL

1/4" = 1'-0" B1

EXTERIOR ELEVATION SOUTH

1/4" = 1'-0" D1

EXTERIOR ELEVATION NORTH

1/4" = 1'-0" F1

BUILDING SECTION WEST

FOUNDATION

-2' - 0"

HIGH ROOF

CLEARANCE

22' - 0"

FOOTING

2" RIGID INSULATION

FOUNDATION WALL

CONCRETE SLAB

METAL FLASHING

INSULATED METAL

PANEL ON METAL

HAT CHANNELS

KEE ROOFING

ON INSULATION

ON CONCRETE/

METAL DECKING

METAL GRAVEL

STOP

STEEL BEAM

POUR STOP

1' - 5 3/8"

194AS-301

F9

194AS-301

D9

7/8" 1' - 5 3/8" 2 3/4"

8" CMU - SEE PLAN

FOR VERTICAL REINFORCING

HORIZONTAL REINFORCING

PER SPECIFICATIONS

TOP OF SLAB

0' - 0"

FOUNDATION

-2' - 0"

D

HIGH ROOF

CLEARANCE

22' - 0"

KEE ROOFING

ON TAPERED

INSULATION

ON CONCRETE/

METAL DECKING

METAL GRAVEL

STOP

STEEL BEAM

POUR STOP

GUTTER

1' - 5 3/8"

194AS-301

F6

2 3/4"

7/8"

1' - 5 3/8"

194AS-301

F9

6" DEEP LOUVER

SEE MECHANICAL

DRAWINGS

SILL FLASHING

THRU WALL

FLASHING

W8x18 BEAM

8" BEARING

EACH END

3/8" x 7 5/8"

BOTTOM PLATE

SEAL ALL SIDES

OF LOUVER

SEAL ALL SIDES OF

LOUVER

INSULATED METAL

PANEL ON METAL

HAT CHANNELS

8" CMU - SEE PLAN

FOR VERTICAL REINFORCING

HORIZONTAL REINFORCING

PER SPECIFICATIONS

VOLUME CONTROL

DAMPER - SEE

MECHANICAL

DRAWINGS

6" DEEP LOUVER

SEE MECHANICAL

DRAWINGS

VOLUME CONTROL

DAMPER - SEE

MECHANICAL

DRAWINGS

STEEL ANGLE

AROUND

VCD AS REQUIRED

FOR SUPPORT

STEEL ANGLE

AROUND

VCD AS REQUIRED

FOR SUPPORT

LOW ROOF

CLEARANCE

10' - 0"

HIGH ROOF

CLEARANCE

22' - 0"

KEE ROOFING ON

TAPERED INSULATION

ON CONCRETE/METAL

DECK

INSULATED METAL

PANELS

METAL COPING

STEEL BEAM

KEE ROOFING ON

TAPERED INSULATION

ON CONCRETE/METAL

DECK

6" STUDS IN LINE

WITH DIAGONAL

BRACING - TIE

BACK TO CMU

AS REQUIRED

FLASHING

4 3/8"

EDGE OF SLAB

EDGE OF SLAB

A

DCB

F1

194AS-300

F8

194AS-300

C8

194AS-300

SCREEN WALL - SHORT

REINFORCING

#6 BARS 32" O.C.

HIGH BAY WALLS TYPE 1

#5 BARS 16" O.C.

LOW BAY WALLS

#4 BARS 32" OC.

F5

194AS-300

F4

194AS-300

F4

194AS-300

F7

194AS-300

F8

194AS-300

INTAKE LOUVER

INTAKE LOUVER

KNOCKOUT PANEL

EXHAUST LOUVER

F8

194AS-300

SCREEN WALL - LONG

REINFORCING

#6 BARS 40" O.C.

GENERAL NOTES:

1. ALL REBAR VERTICAL

2. GROUT CELLS WITH REBAR SOLID

HIGH BAY TYPICAL

#4 BARS 16" O.C.

HIGH BAY TYPICAL

#4 BARS 16" O.C.

HIGH BAY WALLS TYPE 1

#5 BARS 16" O.C.

TWO ROWS OF #5 BARS

AT 8" O.C.

HIGH BAY TYPICAL

#4 BARS 16" O.C.

HIGH BAY TYPICAL

#4 BARS 16" O.C.

HIGH BAY TYPICAL

#4 BARS 16" O.C.

TOP OF SLAB

0' - 0"

FOUNDATION

-2' - 0"

HIGH ROOF

CLEARANCE

22' - 0"

B

1' - 5 3/8"

7/8"

2 3/4"

VOLUME

CONTROL

DAMPER -

SEE MECHANICAL

DRAWINGS

INTAKE

LOUVER

SEE MECHANICAL

DRAWINGS

194AS-301

F9

FLASHING

SEAL PERIMETER

OF LOUVER

VOLUME

CONTROL

DAMPER -

SEE MECHANICAL

DRAWINGS

INTAKE

LOUVER

SEE MECHANICAL

DRAWINGS

THRU WALL

FLASHING

STEEL ANGLE

AROUND

VCD AS REQUIRED

FOR SUPPORT

SEE PLAN FOR

VERTICAL

REINFORCING

SEAL PERIMETER

OF LOUVER

W8x18 BEAM

8" BEARING

EACH END

3/8" x 7 5/8"

BOTTOM PLATE

TOP OF SLAB

0' - 0"

FOUNDATION

-2' - 0"

D

HIGH ROOF

CLEARANCE

22' - 0"

KEE ROOFING

ON TAPERED

INSULATION

ON CONCRETE/

METAL DECKING

METAL GRAVEL

STOP

STEEL BEAM

POUR STOP

GUTTER

1' - 5 3/8"

194AS-301

F6

2 3/4"

7/8"

1' - 5 3/8"

194AS-301

F9

KNOCK OUT PANEL

FOR FUTURE

LOUVER

THRU WALL

FLASHING

PANEL JOINT

SEAL

PANEL

JOINT,

SEAL

INSULATED METAL

PANEL ON METAL

HAT CHANNELS

W8x18 BEAM

8" BEARING

EACH END

3/8" x 7 5/8"

BOTTOM PLATE

TOP OF SLAB

0' - 0"

LOW ROOF

CLEARANCE

10' - 0"

FOUNDATION

-2' - 0"CONCRETE

FOUNDATION

CONCRETE

FOUNDATION

WALL

CMU

WALL

INSULATED

METAL WALL

PANEL ON

STEEL HAT

CHANNELS

GRAVEL

FILL

2x16

TREATED

WOOD

BLOCKING

SEAL

EXPOSED

CMU

P: 937-224-0861 www.heapy.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

Services

Engineering and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

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

Marion VA Marion, IN

#610-16-104

PROJECT NO. 2018-05034

CONSTRUCTION DOCUMENTS

04/29/2020

EXPIRES 12/31/2020

UPGRADE EMERGENCY

POWER IN BUILDING 138

DRAWING OF 61

C R e v it U s e r F ile s \F

F E

M a ri o n

B u ild in g s w it c h p a tr ic k .h ill ie r@ ff e

-s e rv

.c o m

.r v t

/2

/2

:0

:2

P

M

194AS-300

WALL SECTIONS

PH BL

3/4" = 1'-0" F8

WALL SECTION - EAST WALL

3/4" = 1'-0" F7

WALL SECTION - GENERATOR

3/4" = 1'-0" C8

HIGH LOW ROOF DETAIL

3/32" = 1'-0" D1

WALL SECTION KEY PLAN

3/4" = 1'-0" F4

WALL SECTION - INTAKE

3/4" = 1'-0"

F5

WALL SECTION - K.O. PANEL

3/4" = 1'-0" F1

WALL SECTION - SCREEN WALL

Revisions: Date:

1 1 1

WALL

DUCT

PIPE

SLEEVE

STEP 1: FILL GAP AROUND PIPE/DUCT

SLEEVE WITH FOAM.

STEP 2: APPLY URETHANE SEALANT

AROUND PENETRATION.

WALL

DUCT

PIPE

STEP 3: CUT SHEET METAL TRIM FOR LOWER

AND UPPER HALVES OF OPENING AND

ATTACH USING 1/8" PAINTED STAINLESS

STEEL POP RIVETS. TRIM SHALL MATCH

THE REST OF THE WALL.

NOTE:

1. THIS DETAIL IS FOR REFERENCE, SEAL IN ACCORDANCE WITH MANUFACTURER’S INSTRUCTIONS.

0' - 9"

1' - 0"

NOTES:

1. POST BARRICADES SHALL BE PAINTED WITH ONE PRIME COAT OF RED

OXIDE. ONE FINISH COAT OF DULL BLACK ENAMEL PER VA SPECIFICATIONS

AND STRIPES CONSISTING OF 4" BANDS OF YELLOW REFLECTORIZED TAPE

SHALL BE USED UNLESS OTHERWISE SPECIFIED ON THE PLANS.

2. FINISH COLOR COMBINATIONS, OTHER THAN THAT SPECIFIED ABOVE, SHALL

BE SUBMITTED TO THE AGENCY FOR APPROVAL.

3. TYPE A. UNLESS NOTED OTHERWISE.

UTILITY CONCRETE

PER VA

SPECIFICATIONS

3"Ø x 5'-0"

STANDARD PIPE

POST BARRICADE

CONCRETE FILLED

5"Ø x 7'-0"

STANDARD PIPE

POST BARRICADE

CONCRETE FILLED

5' O.C.

TYPE "A"

TYPE "B"

PRESSURE TREATED

WOOD BLOCKING

JAMB DETAIL - TYPICAL

CONCRETE SLAB,

SEE STRUCTURAL

DRAWINGS FOR

DETAILS

EXPANSION MATERIAL

METAL THRESHOLD,

SET IN SEALANT

HOLLOW METAL DOOR

HOLLOW METAL DOOR FRAME

HEAD DETAIL - TYPICAL

BOND BEAM W (2) #5

BARS IN GROUT

8" BEARING AT…