ATTACHMENT 3 Seed Project Sketches (Range 7 Shoothouse).pdf

GENERAL STRUCTURAL NOTES:

A. GENERAL:

1. THE CONTRACTOR SHALL REVIEW ALL SUBMITTALS REQUIRED BY TEH SCOPE OF WORK BEFORE

THEY ARE PROVIDED TO THE OWNER AND STRUCTURAL ENGINEER. THE CONTRACTOR’S REVIEW

SHALL BE DOCUMENTED WITHIN THE SUBMITTAL. THE OWNER AND STRUCTURAL ENGINEER

RESERVE THE RIGHT TO REJECT SUBMITTALS THAT HAVE NOT BEEN FIRST REVIEWED BY THE

CONTRACTOR. THE ACCURACY AND COMPLETENESS OF THE SUBMITTALS IS THE SOLE

RESPONSIBILITY OF THE CONTRACTOR, INCLUDING ALL ERRORS AND OMISSIONS. IN ADDITION, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL MEANS, METHODS, AND SEQUENCING OF

CONSTRUCTION.

2. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL BE EXPERIENCED AND

QUALIFIED TO PERFORM THE TYPE OF CONSTRUCTION REQUIRED TO COMPLETE THE WORK

PRESCRIBED BY THE CONTRACT DOCUMENTS. IT IS THE GENERAL CONTRACTOR’S

RESPONSIBILITY TO COORDINATE ALL EXISTING ARCHITECTURAL, MECHANICAL, AND ELECTRICAL

ITEMS WITH THE PROVIDED DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR SHALL NOTIFY

THE OWNER AND ARCHITECT/ENGINEER IMMEDIATELY OF ANY CONFLICTS, OMISSIONS, OR

DISCREPANCIES. THIS COORDINATION SHALL BE PERFORMED BEFORE THE PROCUREMENT OF

MATERIALS AND/OR FABRICATION OF ANY PROJECT COMPONENTS.

3. WHERE SECTION IS SHOWN AND DETAILED, OTHER SECTIONS OF SIMILAR CONDITION SHALL BE

DETAILED THE SAME OR OPPOSITE HAND, WHETHER SPECIFICALLY NOTED OR NOT.

4. CONTRACTOR SHALL VERIFY EXISTING DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS BEFORE

BEGINNING CONSTRUCTION. NOTIFY OWNER AND ENGINEER OF RECORD OF ANY

DISCREPANCIES.

5. OWNER'S AND ENGINEER'S APPROVAL MUST BE SECURED FOR ALL SUBSTITUTIONS. SUCH

APPROVAL MAY ALSO BE WITHHELD AT THE SOLE DISCRETION OF THE OWNER AND ENGINEER.

6. THE STRUCTURES HAVE BEEN ANALYZED AND DESIGNED IN ACCORDANCE WITH THE PROVISIONS

OF THE FOLLOWING:

a. INTERNATIONAL BUILDING CODE, 2018 EDITION (IBC 2018).

b. AMERICAN SOCIETY OF CIVIL ENGINEERS, "MINIMUM DESIGN LOADS FOR BUILDINGS AND

OTHER STRUCTURES," 2016 EDITION (ASCE 7-16).

7. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING REQUIRED TO ERECT

AND HOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL PERMANENT SUPPORTS AND LATERAL

BRACING ARE IN PLACE.

8. DO NOT SCALE DRAWINGS, USE DIMENSIONS.

9. DESIGN LOADS USED IN THE ANALYSIS AND DESIGN OF THE STRUCTURAL SYSTEMS IN THIS

PROJECT ARE AS FOLLOWS:

a. RISK CATEGORY II

b. DEAD LOAD:

ROOF (NOT INCLUDING FRAMING SELF WT.) 5 psf

c. LIVE LOAD:

ROOF 20 psf (REDUCIBLE) CATWALKS 60 psf

d. ROOF SNOW LOAD:

GROUND SNOW LOAD, pg 25 psf SNOW EXPOSURE FACTOR, Ce 0.9 IMPORTANCE FACTOR, Is 1.0 THERMAL FACTOR, Ct 1.2 FLAT ROOF SNOW LOAD, pf 18.9 psf FROST PENETRATION DEPTH 22 inches

e. WIND DESIGN CRITERIA:

EXPOSURE CATEGORY C

BASIC WIND SPEED, V 111 mph (FACTORED, ULTIMATE LOAD)

f. SEISMIC DESIGN CRITERIA:

SPECTRAL RESPONSE ACCELERATION:

Ss (SHORT PERIOD (0.2 SECOND)) 0.155 g S1 (LONG PERIOD (1.0 SECOND)) 0.046 g SDS (SHORT PERIOD (0.2 SECOND)) 0.165 g SD1 (LONG PERIOD (1.0 SECOND)) 0.074 g

SITE CLASS CLASS D (ASSUMED)

SEISMIC DESIGN CATEGORY B

LATERAL FORCE RESISTING SYSTEM CANTILEVER COLUMN SYSTEM - TIMBER

FRAMES (ASSUMED)

IMPORTANCE FACTOR, Ie 1.0

RESPONSE MODIFICATION COEFFICIENT, R 1.5

SEISMIC RESPONSE COEFFICIENT, Cs 0.11

ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE

SEISMIC BASE SHEAR, V 4.94 K

10. ALL VERTICAL ELEVATIONS ARE BASED ON EXISTING INFORMATION PROVIDED BY OTHERS.

1. FOUNDATIONS FOR THIS STRUCTURE HAVE BEEN DESIGNED IN ACCORDANCE WITH AN ASSUMED ALLOWABLE BEARING CAPACITY OF 2,500 psf BASED ON EXISTING DESIGN INFORMATION.

2. SUBGRADE SHALL BE COMPACTED TO 95% STANDARD PROCTOR.

3. IF THE SUBGRADE HAS LESS THAN THE STATED ALLOWABLE BEARING CAPACITY (SEE NOTE 1

ABOVE) THE WEAK SUBGRADE SHALL BE REMOVED, RECOMPACTED, AND RETESTED UNTIL IT IS

SATISFACTORY AT NO ADDITIONAL COST TO THE OWNER.

4. WATER SHALL NOT BE ALLOWED TO ACCUMULATE IN EXCAVATIONS. CONTRACTOR SHALL

PROVIDE ALL CONSTRUCTION DEWATERING REQUIREMENTS NECESSARY.

B. FOUNDATION

1. CAST-IN-PLACE CONCRETE FOR THIS PROJECT SHALL COMPLY WITH THE AMERICAN CONCRETE

INSTITUTE (ACI) "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND

COMMENTARY" ACI 318-14 AND ACI 318R-14.

2. CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES:

3. ALL EXPOSED CONCRETE EDGES SHALL HAVE 3/4" CHAMFER, WHETHER SPECIFICALLY NOTED OR

NOT.

4. CONCRETE FORMWORK SHALL COMPLY WITH ACI 347, LATEST EDITION. CONTRACTOR SHALL BE

RESPONSIBLE FOR THE DESIGN OF ALL FORMWORK.

5. DURING AND IMMEDIATELY AFTER PLACING, CONCRETE SHALL BE THOROUGHLY COMPACTED BY

SPADING OR MECHANICAL VIBRATING TO PROVIDE DENSE CONCRETE FREE OF HONEYCOMBING.

6. DIRECTLY AFTER FORMS HAVE BEEN REMOVED, ALL EXPOSED TIE WIRES AND STAPLED ENDS

SHALL BE REMOVED FROM CONCRETE SURFACES TO BE EXPOSED. CUT TIES FLUSH WITH

FINISHED SURFACES FOR ALL OTHER CONCRETE. RUB SMOOTH OR CUT OFF FINS AND ROUGH

PLACES. REMOVE ALL LOOSE CONCRETE AND OTHER IRREGULARITIES. PATCH AND FILL VOIDS

WITH BONDING AGENT AS REQUIRED.

7. ROUGHEN ALL CONSTRUCTION JOINTS TO A MINIMUM OF 1/4" AMPLITUDE UNLESS NOTED

OTHERWISE.

8. CONCRETE MATERIALS:

A. FINE AGGREGATES: ASTM C33

B. COARSE AGGREGATES: ASTM C33, MAX. AGGREGATE SIZE 1" FOR NWC

C. CEMENT: ASTM C150, TYPE I OR II (ONE SOURCE)

D. FLY ASH: ASTM C818, CLASS F (20% MAX. CEMENTITITIOUS)

E. WATER: POTABLE

DO NOT USE FINE OR COARSE AGGREGATES THAT CONTAIN SUBSTANCES THAT CAUSE SPALLING.

11. CHEMICAL ADMIXTURES:

A. WATER REDUCER: ASTM C494, TYPE A

B. RETARDER: ASTM C94, TYPE B

C. AIR ENTRAINER: ASTM C26

12. READY-MIXED CONCRETE: MEASURE, BATCH, MIX, AND DELIVER CONCRETE IN ACCORDANCE

WITH ASTM C494. FURNISH BATCH TICKET INFORMATION AT TIME OF DELIVERY.

13. DEPOSIT CONCRETE CONTINUOUSLY IN ONE LAYER. CONCRETE PLACEMENT SHALL COMPLY

WITH ACI 304 AND ASTM C94.

14. CONCRETE SHALL BE CURED IN ACCORDANCE WITH ACI 301 AND ACI 306.1 FOR COLD WEATHER

PROTECTION OR ACI 305.1 FOR HOT WEATHER PROTECTION.

AREA

FOUNDATIONS

STRENGTH @ 28 DAYS AIR CONTENT MAX. W/C RATIO

4,500 psi < 6% 0.45

C. CAST-IN-PLACE CONCRETE

SLUMP

4" ± 1"

1. STRUCTURAL STEEL FOR THIS PROJECT HAS BEEN DESIGNED IN ACCORDANCE WITH THE

FIFTHTEENTH EDITION OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) "STEEL

CONSTRUCTION MANUAL."

2. STRUCTURAL STEEL SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS:

3. WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1, "STRUCTURAL WELDING CODE - STEEL," LATEST EDITION. WELD ELECTRODES SHALL BE E70XX. PROVIDE 1/4" CONTINUOUS FILLET WELDS

UNLESS NOTED OTHERWISE.

4. EXPOSED EXTERIOR METAL INCLUDING ALL EXTERIOR METAL FABRICATIONS SHALL BE SHOP

FABRICATED, PRIMED, AND PAINTED.

COMPONENT TYPE STANDARD YIELD STRENGTH

a. STRUCTURAL STEEL PLATES AND BARS:

b. ANCHOR RODS:

ASTM A36

ASTM F1554

Fy = 36 ksi

Fy = 36 ksi

D. STRUCTURAL STEEL:

1. ALL TIMBER HAS BEEN DESIGNED ACCORDING TO THE NATIONAL DESIGN SPECIFICATION FOR

WOOD STRUCTURES, 2018 EDITION WITH SUPPLEMENT.

2. ALL TIMBER SHALL BE CONSTRUCTED USING PRE-MANUFACTURED ATTACHMENTS AS SHOWN

PROVIDING EQUAL OR GREATER STRENGTH THAN THE REFERENCE PRODUCT INDICATED IN

THESE DRAWINGS.

3. TIMBER SHALL BE AS FOLLOWS:

A. POSTS: SOUTHERN YELLOW PINE NO.1 GRADE OR BETTER.

OR SPRUCE PINE FIR NO. 1 OR BETTER

OR DOUGLAS FIR NO. 1 GRADE OR BETTER

B. BEAMS & JOISTS: SOUTHERN YELLOW PINE NO. 1 GRADE OR BETTER

OR SPRUCE PINE FIR NO. 2 STRUCTURAL OR BETTER

OR DOUGLAS FIR NO. 2 GRADE OR BETTER

4. UNLESS NOTED OTHERWISE, CONNECT ALL MULTIWOOD MEMBERS TOGETHER WITH 16d NAILS @

12" OC (STAGGERED APPROX 1" FROM EA FACE).

5. ALL WOOD SHALL BE APWA UC3B USE CATEGORY PRESSURE TREATED.

E. WOOD:

1. QUALIFIED SPECIAL INSPECTORS SHALL BE RETAINED BY THE OWNER TO PERFORM

INSPECTIONS REQUIRED BY THE BUILDING CODE.

2. ANY FIELD OBSERVATIONS OR OTHER WORK PROGRESS REVIEW PERFORMED BY THE

STRUCTURAL ENGINEER SHALL NOT BE CONSTRUED AS A SPECIAL INSPECTION.

3. SPECIAL INSPECTIONS FOR THE FOLLOWING TYPES OF WORK IN ACCORDANCE WITH IBC 2018

SECTIONS AS NOTED BELOW SHALL BE PROVIDED:

1705.2 STEEL CONSTRUCTION

1705.3 CONCRETE CONSTRUCTION

1705.5 WOOD CONSTRUCTION

1705.6 SOILS

F. SPECIAL INSPECTIONS:

ABBREVIATION KEY

AT

ARCHITECTURAL

BUILDING

BEAM

BOTTOM

CENTERLINE

CAST-IN-PLACE

CONTRACTION JOINT

COLUMN

CONCRETE

CONSTRUCTION

CONTINUOUS

DEAD LOAD

DRAWING

DOWEL

EACH END

EACH FACE

ENGINEER OF RECORD

EDGE OF SLAB

EXPANSION

FOUNDATION

FINISH FLOOR

FOOTING

HORIZONTAL

HEIGHT

INCH

INTERIOR

1,000 POUNDS PER SQUARE INCH

EXTERIOR

FEET

DIAMETER

ELEVATION

CLEAR

POUNDS

LIVE LOAD

MAXIMUM

MANUFACTURER

MINIMUM

MILES PER HOUR

NOT APPLICABLE

OUT TO OUT

ON CENTER

OPENING

OPPOSITE

PLATE

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

REQUIRED

SQUARE FOOT

SIMILAR

STANDARD

STEEL

SELF-WEIGHT

TOP AND BOTTOM

TOP OF

TYPICAL

UNLESS NOTED OTHERWISE

VERTICAL

WITH

WATER TO CEMENT

WIDE FLANGE

WIND LOAD

WORKING POINT

WEIGHT

SQUARE

THREADED

PRE-MOLDED JOINT FILLER

REINFORCEMENT

NOT TO SCALE

ARCH.

BLDG.

BM

BTM.

C/L

CIP

CJ

CLR.

COL.

CONC.

CONST.

CONT.

DIA.

D.L.

DWG.

DWL.

E.E.

E.F.

ELEV.

E.O.R.

E.O.S.

EXP.

EXT.

FDN.

F.F.

FT.

FTG

HOR.

HT.

IN.

INT.

ksi lb

L.L.

MAX.

MFR.

MIN.

mph

N/A

N.T.S.

O/O

O.C.

OPN'G

OPP.

PL.

PJF

psf psi

REINF.

REQ'D

S.F.

SIM.

SQ.

STD.

STL.

S.W.

T&B

T/

THRD'D

TYP.

U.N.O.

VERT.

w/

W/C

WF

W.L.

W.P.

WT.

KIPSK

EQUALEQ.

EXISTINGEXIST.

BOTTOM OFB/

DEGREEDEG.

TOP OF STEELTOS

GAUGEga

GALVANIZEDGALV.

HOOKHK.

NOTE: NOT ALL ABBREVIATIONS ARE APPLICABLE TO THIS PROJECT.

Copyright © 2021 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the expressed written agreement of Pond &

Company.

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SHEET NUMBER

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DESIGNED BY:

DATE:

SHEET TITLE

DRAWING ISSUE

EOR/AOR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

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S-001

GENERAL

STRUCTURAL

NOTES

AMB

EAW

EAW

MWH

DEC 17 2021

PROJECT # - 1210567

RANGE 7

SHOOTHOUSE

REPAIRS

US DEPARTMENT OF

JUSTICE

FEDERAL BUREAU

OF INVESTIGATION

STAFFORD, VA

M A

R K

D E

S C

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A T

E

SHEET NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES AND

ABBREVIATION KEY.

DEMOLISH AND OFFSITE DISPOSE OF ALL EXISTING WOOD

CATWALKS PRIOR TO START OF ANY WORK.

PLYWOOD SHALL BE 23/32" THICK APA RATED, MARINE

GRADE. ATTACH PLYWOOD FLOOR TO CATWALK BEAM

MEMBERS USING 12d NAILS AT 12" O.C. AT ALL PLYWOOD

EDGES. LOCATE PLYWOOD EDGES ALONG CENTERLINE OF

2x6 BEAM MEMBERS.

PROVIDE AND INSTALL PROTECTIVE CLOSED-CELL FOAM (2"

THICK) COVERING ALONG EACH VERTICAL FACE AND BOTTOM

EDGE OF BOTTOM CHORD OF ALL OVERHEAD TRUSSES

WITHIN LIMITS OF CATWALK. THE INTENT IS TO PROVIDE

SOME PROTECTION AGAINST HEAD-HEIGHT OBSTRUCTIONS.

ADHERE FOAM TO TRUSS USING PL400 (OR EQUAL) EXTERIOR

RATED CONSTRUCTION ADHESIVE ADN DUCT TAPE WRAP

AROUND BOTTOM CHORD ONCE EVERY 3'-0".

TYPICAL GIRDER CONNECTION TO EXIST. BALLISTIC WALL AS

SHOWN IN DETAIL . ALL GIRDERS SHALL BE

CONNECTED AT THEIR END TO THE BALLISTIC WALL BELOW.

ATTACH SIMPSON CAPS TO EXISTING STEEL PLATE AT TOP

OF WALL USING 3/16" FILLET WELD, MINIMUM LENGTH OF 3",

AT EACH SIDE. STRUCTURAL CAPACITY OF EXISTING

BALLISTIC WALLS IS EXCLUDED FROM THE SCOPE OF THESE

MODIFICATIONS.

MODIFY EXISTING STEEL CATWALK GUARDRAILS AS

REQUIRED TO ALLOW FOR ENTRANCE TO WOOD CATWALKS.

DO NOT MODIFY EXISTING STEEL SUPPORT MEMBERS FOR

STEEL GRATING.

BUILT-UP (2)2X12 GIRDERS SHALL BE CONNECTED WITH (3)

10d BOX NAILS @ 2'-0" O.C. AT TOP AND BOTTOM STAGGERED ON OPPOSTE SIDES AND (3) 10d BOX NAILS AT ENDS.

ADJUST LOCATION OF EXISTING LIGHT FIXTURES AS

REQUIRED TO ELIMINATE OVERHEAD HAZARD AT CATWALK

AREAS. MOUNTING OF THE RELOCATED OVERHEAD LIGHT

FIXTURES SHALL RESTORE THEM TO THE SAME CONDITION

AS EXISTING LIGHT FIXTURES.

/A4 S-302

A

2 3 4

16'-5"± 19'-8"± 16'-5"±

B

C

D

E

52'-6"±

A1

S-301

S-301

C1

10"± 17'-0"± 12'-6"± 5'-8"± 15'-8"±

A3

S-301

TYP

C/L GIRDERC/L GIRDER

C/L WALL C/L WALL C/L WALLC/L WALL

C/L

GIRDER

C/L

GIRDER

2x6 BEAM

(TYP.)

2'-9"

2'-9"

/2

C /L

G

IR

D

E R

D

E R

D

E R

D

E R

5'-10"±

2'-6" ± 9" ±

EXISTING CATWALK

28'-2"±

C L R

5'-8"

C/L GIRDERC/L GIRDER

A3

S-301

TYP

W

A L L

L L

L L

L L

L L

C/L

WALL

S-301

C3

AT CATWALK LEVEL

AT GROUND LEVEL

SEE

NOTE 6

EXIST. STAIRS

EXIST. BALLISTIC

WALL (TYP.)

A3

S-301

TYP. AT

END

(2 )2 x

S E

E N

O T

E

T

Y P

(2 )2 x

(2 )2 x

(2 )2 x

(2)2x12

(2)2x12

(2 )2 x

(2 )2 x

(2 )2 x

(2 )2 x

(2 )2 x

(2)2x12

(2)2x12

A4

S-302

TYP AT GIRDER

TO WALL CXN

LEGEND:

23/32" PLYWOOD, SEE NOTE 3

EXIST. BALLISTIC WALL

SLOPE

ROOF SLOPE DOWN DIRECTION

A

2 3 4

B

C

D

E

16'-5"± 19'-8"± 16'-5"±

A1

S-301

EDGE OF

ROOF

5'-0"±5'-0"±

EDGE OF

ROOF

E D

G E

O F

R

O

F E

D G

E

F

O F

SLOPE SLOPE

C3

S-302

EXIST. ROOF

TRUSS (TYP.)

EXIST. EDGE

BEAM (TYP.)

2x6 BLOCKING

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SHEET NUMBER

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DESIGNED BY:

DATE:

SHEET TITLE

DRAWING ISSUE

EOR/AOR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

C

B

A

/1

/2

:2

:2

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\D o c u m e n ts

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S-101

CATWALK

AND ROOF

FRAMING

PLANS

AMB

EAW

EAW

MWH

DEC 17 2021

PROJECT # - 1210567

RANGE 7

SHOOTHOUSE

REPAIRS

US DEPARTMENT OF

JUSTICE

FEDERAL BUREAU

OF INVESTIGATION

STAFFORD, VA

SCALE: 1/8" = 1'-0"C1

CATWALK FRAMING PLAN

SCALE: = 1'-0"

0 8 168

1/8"

M A

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D E

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SCALE: N.T.S.A1

ROOF FRAMING PLAN

N

CD

7 EQ SPA = 14'-0"±

EXISTING ROOF TRUSS

(TYP.)

EXISTING BUILT-UP

(3) 2x12 EDGE BEAM

EXISTING 10" DIA.

TIMBER POLE (TYP.)

EXISTING BALLISTIC

WALL (BEYOND)

SEE NOTE 1

NOTES:

1. REMOVE PORTION OF EXISTING EDGE BEAM AFTER 6x6 POSTS ARE

SECURELY IN PLACE AND ALL CONNECTIONS ARE COMPLETED.

EXISTING EDGE BEAM

SUPPORT AT COLUMN

S-302

C1

EXISTING STEEL

CATWALK

2'-4" 3'-10"

C/L POST C/L POST

S-302

A1

B/ TRUSS

ELEV. = 16'-6"±

T/ EXISTING WALL

ELEV. = 10'-0"±

T/ EXISTING GROUND

FLOOR SLAB

ELEV. = 0'-0"

C

6"FACE OF EXISTING

BALLISTIC WALL

A1

S-301

6x6 TIMBER POST

(TYP.)

E D

G E

O F

E X

IS

T

IN

S

E

E L C

A T

W A

L K

A

T

E D

G E

O F

E X

IS

T

S

E

E L C

A T

W A

K

A

T

X

IS

T

IN

G

S T

E

T W

A L K

B E

M

CUT OPENING IN EXIST.

STEEL GRATING (TYP.)

PROVIDE SUPPORT FOR

MODIFIED STEEL GRATING

OR REPLACE PORTION OF

GRATING AS REQUIRED.

EXISTING STEEL

CATWALK BEAM

T Y

P

/2

C

L R

EXIST. 10" DIA.

COLUMN

2x4 SUPPORT BEAM

AT UNDERSIDE OF

EXISTING STEEL

GRATING. ATTACH

TO TIMBER POST AT

EACH END USING

LU24 HANGER

(2)2x12 GIRDER, SEE PLAN

FOR LOCATIONS

2x6 BEAM @ 16" O.C.

23/32" PLYWOOD WITH APPLIED

NON-SKID COATING (GRANITE

GRIP PAINT, OR EQUIVALENT)

AT WALKING SURFACE

T/ EXISTING WALL

10'-0"±

CLEAR DISTANCE

C/L GIRDER

C/L GIRDER

4x4 GUARDRAIL POST @ 5'-0" O.C.

(2) 1/2" DIA. CARRIAGE BOLTS WITH

2"x2" PLATE WASHER ON NUT SIDE

2x4 x CONT. GUARDRAIL TOP

RAIL, CXN TO POST USING

(2) 1/2" DIA. LAG SCREWS

2x4 x CONT. GUARDRAIL MID-RAIL, CXN TO POST SAME AS TOP RAIL

SEE PLAN

BEAM TO GIRDER CXN USING SIMPSON LU26

FACE MOUNT HANGER. CXN TO BEAM WITH (4)

12d NAILS x 1-1/2" LG. AND CXN TO GIRDER WITH (6) 16d NAILS x 3-1/2" LG. (TYP. EACH END)

/2

TYP.

2 1/2"

/2

C

6"FACE OF EXISTING

BALLISTIC WALL

A1

S-301

EXIST. 10" DIA.

COLUMN

4'-7"

EXIST. STEEL CATWALK

POST - SHORE AS

REQUIRED FOR

CONSTRUCTION OF

FOOTING AT TIMBER POSTS

(TYP.)

6x6 TIMBER POST

(TYP.)

1"

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Company.

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SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DATE:

SHEET TITLE

DRAWING ISSUE

EOR/AOR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

C

B

A

/1

/2

:2

:2

A

M C

U s e rs \w h it e m a n b

\D o c u m e n ts

\1

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I R a n g e

S

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W h it e m a n B

.r v t

S-301

STRUCTURAL

SECTIONS &

DETAILS

AMB

EAW

EAW

MWH

DEC 17 2021

PROJECT # - 1210567

RANGE 7

SHOOTHOUSE

REPAIRS

US DEPARTMENT OF

JUSTICE

FEDERAL BUREAU

OF INVESTIGATION

STAFFORD, VA

SCALE: N.T.S.A1

SECTION AT EAST EDGE BEAM

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SCALE: N.T.S.C1

ENLARGED PLAN

SCALE: N.T.S.A3

SECTION AT CATWALK

SCALE: N.T.S.C3

ENLARGED PLAN

1/2" ISOLATION JOINT

ABU66Z POST BASE, CXN TO

POST USING (12) 12d NAILS

AND CXN TO CONCRETE USING

5/8" DIA. ANCHOR BOLT T/ EXIST.

PAVEMENT

ELEV. = 0'-0"±

C/L POST

2'-4"

EXIST. CONC. PAVEMENT, REMOVE

AND REPLACE AS REQUIRED FOR

FOOTING INSTALLATION

C/L POST

2'-4" 2'-4"

E M

B E

D

6" LAYER OF FREE-DRAINING FILL

HELIX GROUND ANCHOR MI2H64 (OR

EQUIVALENT PRODUCT WITH WORKING

CAPACITY OF 3,150 LBS). ATTACH STRAP

TO DOUBLE TENSION HEAD USING STRAP

BOLTS PER MANUFACTURER GUIDANCE.

INSTALL HELIX GROUND ANCHOR PRIOR

TO FOUNDATION. (TYP.)

SWIVEL TIE PLATE ASSEMBLY.

ATTACH TO TIMBER POST USING

8d NAILS x 1-1/2" LG. IN AT LEAST

50% OF PRE-PUNCHED HOLES

TIMBER POST, SEE PLAN

(TYP.)

GALVANIZED G-60

STEEL STRAP

EXIST. 7/16" PLYWOOD

WITH ASPHALT SHINGLES

2x6 BLOCKING, ATTACH TO EXIST.

ROOF TRUSS USING SIMPSON A34

CLIP ANGLE OR EQUIVALENT

SIMPSON STEEL STRAP MSTA48,

ATTACH WITH (26) 16d NAILS

PER MFR REQUIREMENTS

SIMPSON A34 CLIP ANGLE

B/ TRUSS

ELEV. = 16'-6"±

SIMPSON COLUMN CAP

ECCU5 1/4-8

EXIST. (3) 2x12 EDGE BEAM

6x6 TIMBER POST

(4) 3/4" DIA. BOLTS

TO EDGE BEAM

(2) 3/4" DIA. CARRIAGE

BOLTS TO COLUMN

EXIST. ROOF TRUSS

BOTTOM CHORD

EXIST. ROOF TRUSS TOP

CHORD

C3

S-302

SIMPSON A34 CLIP

ANGLE (TYP.)

2x6 BLOCKING, ADD AT TOP CHORD LEVEL IN

INTERRUPTED EDGE BEAM BAY AND ONE

ADJACENT BAY EACH SIDE OF INTERRUPTED BAY

STRAP, SEE /C3 S-302

B/ TRUSS

16'-6"±

(2)2x12 GIRDER

T/ EXISTING WALL

4x4 GUARDRAIL POST

2x4 GUARDRAIL TOP RAIL

2x4 GUARDRAIL MID-RAIL

2x4 GUARDRAIL MID-RAIL

(BEYOND)

NOTE: FOR DETAILS NOT SHOWN SEE .

2x4 GUARDRAIL TOP RAIL

(BEYOND)

/A3 S-301

E

T/ EXISTING WALL

10'-0"

10"±

C/L EXIST.

BALLISTIC WALL

SIMPSON CCO3 1/4-6 AT GIRDERS

PARALLEL TO BALLISTIC WALL

AND SIMPSON ECCO3 1/4-6 AT

GIRDERS PERPENDICULAR TO

BALLISTIC WALL

EXIST. STEEL

PLATE AT WALL

3/16

3/16

Copyright © 2021 by Pond & Company. All rights reserved. No copying or duplication of these documents is allowed without the expressed written agreement of Pond &

Company.

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D

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DATE:

SHEET TITLE

DRAWING ISSUE

EOR/AOR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

ORIGINAL SHEET SIZE:

22" X 34"

PROJECT NAME

3 4 5

C

B

A

/1

/2

:2

:2

A

M C

U s e rs \w h it e m a n b

\D o c u m e n ts

\1

F B

I R a n g e

S

T R v

W h it e m a n B

.r v t

S-302

STRUCTURAL

SECTIONS &

DETAILS

AMB

EAW

EAW

MWH

DEC 17 2021

PROJECT # - 1210567

RANGE 7

SHOOTHOUSE

REPAIRS

US DEPARTMENT OF

JUSTICE

FEDERAL BUREAU

OF INVESTIGATION

STAFFORD, VA

SCALE: N.T.S.A1

DETAIL AT POST FOUNDATION

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SCALE: N.T.S.C3

SECTION AT TRUSS

SCALE: N.T.S.C1

DETAIL AT EDGE BEAM

SCALE: N.T.S.C4

SECTION AT CATWALK END

SCALE: N.T.S.A4

SECTION AT GIRDER TO BALLISTIC WALL