S-Sheets.pdf

TABLE: MIN. LAP, LENGTH & STD.

HOOK FOR VERT. & HORIZ. BARS FOR CONCRETE

LENGTH

MIN. LAP

STD. HOOKBARS

10"

1'-0" 11"

1'-6" 1'-4" 1'-2"

4'-3" 3'-0" 2'-6"

6'-4" 5'-8" 5'-0"

#5

#7 #6

#10 #9 #8

#5

CORNER BARS TO

MATCH HORIZ. REINF.

MIN. LAP

RE: TABLE

TYPICAL CORNER

#5

TYPICAL INTERSECTION

STD HOOK

ST

D H

O O

K

GRADE BEAM (REINF. NOT

SHOWN FOR CLARITY)

18"Ø DRILLED PIER

INSTALLATION OF DRILLED PIERS SHALL BE

OBSERVED BY A LICENSED TEXAS

GEOTECHNICAL PROFESSIONAL ENGINEER.

DEPTH OF DRILLED PIER SHALL BE

DETERMINED BY THE GEOTECHNICAL

ENGINEER.

'-0

M

IN

GRAY SHALE

9' -0

M

IN

#3 TIES @ 12"O.C.

5- #8 VERT

EXTEND REINF. TERMINATE

W/ STD. HOOK

PILASTER (REINF. NOT

SHOWN FOR CLARITY)

~EXTEND 6'-0" INTO

DRILLED PIER BELOW

36"Ø DRILLED PIER

'-0

M

IN

GRAY SHALE

9' -0

M

IN

#3 TIES @ 12"O.C.

10- #9 VERT

1' -0

EDGE

NOTE: WELDS BASED ON 36" WIDE PANEL

ROOF:

1 1/2"x20ga. METAL DECKING

MIN. PROPERTIES PER FT OF WIDTH:

I+ = .201 IN4

I- = .222 IN4

S+ = .234 IN3

S- = .247 IN3

JOINT INTERMEDIATE

TRUSSTRUSS

#12 TEK SCREWS

@12"O.C.

SIDE LAPS:

#10 TEK SCREWS

@12"O.C.

#12 TEK SCREWS

~5 PER PANEL

#10 TEK SCREWS

@12"O.C.

CLOSURE

#12 TEK SCREWS

~5 PER PANELSILL BOLTING PER

SCHEDULE

BOUNDARY FASTENERS,

PER SCHEDULE, TYP.

STAGGER HORIZONTAL

PANEL JOINTS

VERTICAL PANEL JOINTS,

CENTER ON STUDS, TYP.

EDGE FASTENERS, PER

SCHEDULE, TYP.

BOUNDARY FASTENERS,

PER SCHEDULE, TYP.

16GA. TRACK

TOP OF FDN.

EDGE FASTENERS, PER

SCHEDULE, TYP.

BOUNDARY FASTENERS,

PER SCHEDULE, TYP.

FIELD FASTENERS,

PER SCHEDULE, TYP.

BLOCKING, CENTER

ON PANEL JOINTS, AS

REQUIRED

PANEL

THICKNESS

(in)

1/2

PLY

SCREW

SIZE

#10 6"O.C.

BOUNDARY EDGE

6"O.C.

FIELD

12"O.C.

SILL BOLTING

TO CONCRETE

1/2"Ø @32"O.C.

EMBED 6"

NOTES:

USE SELF DRILLING TEK SCREWS.

BLOCK ALL PANEL EDGES.

1.

2.

I

MARK

FASTENER SCHEDULE

6"x16ga. TRACK CUT BOTH

FLANGES EACH END, BEND 90°

& SCREW TO STUD FLANGE &

STRAP BRIDGING AS SHOWN

2"x20ga. FLAT CONT.

STRAP BRIDGING BOTH

FACES @ 4'-0"O.C. MAX.

W/ 1- #8 SCREW EACH

FLANGE

6"x16ga. TRACK AT

EVERY FOURTH STUD

AT EACH BRIDGING

LOCATION. REFER TO

DETAIL.

DETAIL

N.T.S.

A

8"

2" C

LR

.#5 @ 12"O.C. EA. WAY,

COORDINATE PLAN SIZE OF PAD WITH

MECHANICAL UNIT SUBMITTAL

3"

3/4" CHAMFER

(TYP.)

6. DO NOT USE ADMIXTURES AND COLORS (EXCEPT AS NOTED HEREIN)

UNLESS SUBSTANTIATING DATA IS SUBMITTED TO AND ACCEPTED

BY THE ENGINEER AND ARCHITECT.

7. PROVIDE 3/4" CHAMFER ON ALL EXPOSED EDGES.

8. FORM REMOVAL.

REMOVE FORMS IN ACCORDANCE WITH THE FOLLOWING SCHEDULE"

A. SIDE FORMS OF GRADE BEAMS.

B. FOUNDATION WALLS: 3 DAYS

9. SLEEVE PLUMBING OPENINGS IN SLABS BEFORE PLACING CONCRETE

AND BENDING REINFORCING STEEL AROUND SLEEVES.

10. REINFORCING STEEL SHALL BE CONTINUOUS THROUGH

ALL CONSTRUCTION JOINTS U.N.O..

11. TESTING LABORATORY SHALL PROVIDE:

A. BATCH PLANT INSPECTION.

B. CONTINUOUS PLACEMENT INSPECTION.

C. CYLINDER TESTS.

COPIES OF ALL TESTS AND INSPECTION SHALL BE SENT IMMEDIATELY

TO THE ENGINEER FOR HIS REVIEW.

12. EPOXY ADHESIVE SHALL BE HILTI HIT HY200.

9. WELDING OF REINFORCING SHALL NOT BE DONE EXCEPT AS SPECIFICALLY

REINFORCING STEEL

DETAILED ON THESE DRAWINGS. WELDED REINFORCEMENT SHALL CONFORM TO ASTM A706.

SPECIAL INSPECTION REQUIRED.

1. DESIGN, FABRICATION AND ERECTION SHALL CONFORM TO "MANUAL OF

STEEL CONSTRUCTION, NINTH EDITION", AS PUBLISHED BY THE AMERICAN

INSTITUTE OF STEEL CONSTRUCTION.

CONCRETE

CONTRACTOR NOTES

5. THIS FIRM DOES NOT PRACTICE OR CONSULT IN THE FIELD OF SAFETY

ENGINEERING. WE DO NOT DIRECT THE CONTRACTOR'S OPERATIONS, AND WE

CANNOT BE RESPONSIBLE FOR THE SAFETY OF PERSONNEL ON THE SITE. SAFETY

IS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY

THE OWNER IF HE CONSIDERS ANY OF THE RECOMMENDED ACTIONS PRESENTED

HEREIN TO BE UNSAFE.

6. THE CONTRACTOR SHALL CONFORM TO ALL SAFETY ORDINANCES, RULES, AND

CODES. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT

INCLUDE INSPECTION OF SAFETY ITEMS.

7. UNLESS OTHERWISE SHOWN OR NOTED, ALL PHASES OF WORK ARE TO CONFORM

TO THE MINIMUM STANDARDS OF THE CODES AND SPECIFICATIONS REFERENCED

HEREIN. WHERE CONFLICT BETWEEN CODES AND SPECIFICATIONS OCCUR , THE

MOST STRINGENT REQUIREMENTS SHALL GOVERN.

1. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS

AND ELEVATIONS ON ALL DRAWINGS PRIOR TO STARTING WORK AND

SHALL NOTIFY THE ARCHITECT AND ENGINEER IMMEDIATELY OF ANY

DISCREPANCIES OR INCONSISTENCIES PRIOR TO PROCEEDING.

STRUCTURAL STEEL DESIGN CRITERIA

GENERAL STRUCTURAL NOTES

CODES:

S =.095g S =.052g F = 1.60 F = 2.40 S = .152g S = .124g S = .101g S = .083g a v

MS

M1

10. ALL REINFORCING SHALL BE CONTINUOUS ACROSS CONST. JOINTS, U.N.O..

1. ALL CONCRETE WORK SHALL CONFORM TO ACI 318-14 "BUILDING

CODE REQUIREMENTS FOR STRUCTURAL CONCRETE", AND

ACI 301 "SPECIFICATIONS FOR STRUCTURAL BUILDINGS," EXCEPT

AS MODIFIED BY THE SUPPLEMENTAL REQUIREMENTS CONTAINED

HEREIN OR SHOWN ON THE DRAWINGS.

1. FABRICATE AND PLACE REINFORCING BARS IN ACCORDANCE WITH

CRSI "MANUAL OF STANDARD PRACTICE" AND CRSI "RECOMMENDED

PRACTICE FOR PLACING REINFORCING BARS", AND ACI 318.

2. REINFORCING STEEL TO COMPLY WITH ASTM A615, GRADE 60.

3. WELDED WIRE MESH SHALL CONFORM TO ASTM A185.

4. LAP REINFORCING STEEL IN CONCRETE AS SPECIFIED IN DETAIL

1/S-001.

6. PROVIDE REINFORCING STEEL WITH THE FOLLOWING MINIMUM

PROTECTIVE COVERING OF CONCRETE:

FOOTINGS

EXPOSED TO EARTH OR WEATHER = 2"

CAST AGAINST EARTH = 3"

7. DO NOT USE BRICK OR POROUS MATERIAL TO SUPPORT REINF.

STEEL OFF THE GROUND.

8. SUBMIT SHOP DRAWINGS.

2. SEE ARCHITECTURAL DRAWINGS FOR THE LOCATION OF

ARCHITECTURAL FINISHES.

3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH

AT 28 DAYS OF 3,000 PSI.

4. CEMENT SHALL CONFORM TO ASTM C 150, TYPE II; AGGREGATES

ASTM C 33.

5. WATER / CEMENT RATIO SHALL BE LESS THAN OR EQUAL TO 0.50.

3. WIND - 115 MPH EXP. C

1. 2015 IBC

2. SEISMIC:

4. DESIGN LOADS:

FLOOR LIVE LOAD = 100psf ROOF LIVE LOAD = 20psf

2. REFERENCE ARCHITECTURAL, CIVIL, MECHANICAL, AND ELECTRICAL

DRAWINGS FOR THE FOLLOWING:

A. SIZE AND LOCATIONS OF ALL OPENINGS

B. SIZE AND LOCATIONS OF ALL NON-BEARING PARTITIONS

C. SIZE AND LOCATION OF ALL CONCRETE CURBS, WALKS, ROOF

AND FLOOR DRAINS, SLOPES, DEPRESSED SLAB AREAS, ETC.

D. FLOOR AND ROOF FINISHES

3. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY

PART OF THE WORK, THE DETAILS SHALL BE THE SAME AS FOR

OTHER SIMILAR WORK.

4. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT

LIFE AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL

INCLUDE BUT NOT BE LIMITED TO BRACING AND SHORING OF LOADS DUE TO

CONSTRUCTION, EQUIPMENT, WIND, SEISMIC, ETC.

2. QUALIFIED AND CERTIFIED WELDERS TO BE USED FOR ALL WELDING.

WELDING TO BE PERFORMED IN THE SHOP OF A CERTIFIED FABRICATOR.

ALL WELDING TO CONFORM TO THE LATEST EDITION OF THE AMERICAN

WELDING SOCIETY STRUCTURAL WELDING CODE D1.1.

3. MATERIALS:

WIDE FLANGE SECTIONS: ASTM A992

OTHER ROLLED STRUCTURAL STEEL SHAPES AND PLATES: ASTM A36 U.N.O.

CONTINUITY PLATES IN MOMENT CONNECTIONS: ASTM A572 GRADE 50

STRUCTURAL STEEL TUBES: ASTM A500, GRADE B

STRUCTURAL STEEL PIPE: ASTM A53 TYPE E, GRADE B

WELDING ELECTRODES: ASTM A5.1 OR A5.5, E70-XX ELECTRODE

NUTS AND BOLTS: ASTM A325N

HEADED ANCHOR BOLTS: ASTM F1554, GRADE 55

RUST-INHIBITING PRIMER: TT-P-31

4. CONTRACTOR SHALL INSTALL AND MAINTAIN ADEQUATE BRACING AND

SHORING UNTIL PERMANENT CONNECTIONS TO THE STRUCTURE ARE

EFFECTIVE.

5. SUBMIT SHOP DRAWINGS.

S

DS

D1

SITE CLASS D

RISK CATEGORY II

SEISMIC USE GROUP 1

SEISMIC DESIGN GROUP B

APPROVED DRAWING TITLE

DATE

LOCATION

CHECKED PROJECT NUMBER

DRAWING NUMBER

DESCRIPTION DATE

DESIGN CONSULTANTS: ARCHITECT / ENGINEER OF RECORD:

C

Office of Construction and Facilities Management

1 3 4 5 6

B

A

D

E

C

B

A

D

E

BUILDING NUMBER

DRAWN

SEAL:

MARK

DALLAS, TEXAS

DALLAS - FORT WORTH

NATIONAL CEMETERY

Calibre 9090 South Ridgeline Boulevard, Suite 105 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

BID DOCUMENTS

PHASE 4 DEVELOPMENT

916CM2012

OF 246

Cemetery Expertise:

MKEC Engineering Ken Kallenbach

(316) 684-9600

Architect:

TK Architecture Tom Kapels

(719) 325-9303

Irrigation:

Aqua Engineering Bob Beccard

(970) 372-6104

RCDD:

APOGEE Consulting Jim Ezekiel

(919) 535-3878

MEP:

Miller Remick MEP Tom Chapman

(856) 429-4000

Cost Estimating:

MOCA Cost Engineering Todd Waddle

(850) 389-8131

Surveying, Water Wells & Treatment:

Fabre Engineering & Surveying Frank Fabre

(850) 433-6438

Geotechnical Engineering:

Terracon Consultants Jennifer Peters

(210) 907-7648

GENERAL STRUCTURAL

NOTES & DETAILS

03-31-2020 JJB GR

S-001

Scale: 1/2" = 1'-0"1 AND CORNERS OF GRADE BEAMS

TYP. REINF. AT INTERSECTIONS

Scale: 3/4" = 1'-0"2 TYPICAL DRILLED PIER

WOOD

1. LOAD-BEARING STRUCTURAL TIMBER DESIGN AND INSTALLATION SHALL CONFORM TO THE

PROVISIONS AND REQUIREMENTS OF THE IBC AND NDS.

2. SAWN LUMBER USED FOR STRUCTURAL PURPOSES SHALL BE SOLID, S4S STANDARD

NOMINAL SIZE, AND SHALL BE IDENTIFIED BY THE GRADE MARK OF, OR CERTIFICATE OF

INSPECTION ISSUED BY, A LUMBER GRADING OR INSPECTION BUREAU OR AGENCY

RECOGNIZED AS BEING COMPETENT.

3. UNLESS OTHERWISE NOTED, LUMBER SHALL BE USED AT OR BELOW A MOISTURE

CONTENT OF 19%.

4. SAWN LUMBER SHALL BE DOUGLAS FIR-LARCH, VISUALLY GRADED CONFORMING TO THE

FOLLOWING GRADES:

POSTS................................................................................................................SELECT STRUCTURAL HEADERS, JOISTS, RAFTERS, OVERFRAMING, BEAMS & PLATES.......................NO. 1 & BETTER STUDS & TRIMMERS....................................................................................................NO. 2 & BETTER SILLS AND OTHER MEMBERS..........................................................................STANDARD & BETTER

5. EACH PLYWOOD PANEL SHALL BEAR THE TRADEMARK OF THE AMERICAN PLYWOOD

ASSOCIATION. ALL GRADING AND INSTALLATION SHALL CONFORM TO PS 1 OR PS 2. USE

THICKNESS AND FASTENING AS SHOWN ON THE DRAWINGS. SHEATHING SHALL HAVE AN

EXPOSURE RATING AS APPROPRIATE PER THE CONTRACTOR'S CONSTRUCTION SCHEDULE

AND WEATHER CONDITIONS AS SPECIFIED BY THE CONTRACTOR.

6. FOR SHEATHING, PROVIDE: LUMBER BLOCKING, PANEL EDGE CLIPS (ONE MIDWAY

BETWEEN EACH SUPPORT), TONGUE-AND-GROOVE PANEL EDGES, OR OTHER APPROVED

TYPE OF EDGE SUPPORT.

7. WALL DIAPHRAGMS: 1/2" APA RATED WALL SHEATHING. STRUCT I. RE: 3/S-001 FOR NAILING.

8. UNLESS OTHERWISE NOTED OR SHOWN, STRUCTURAL MEMBERS SHALL BE FASTENED

ACCORDING TO IBC TABLE 23O4.9.1 FASTENING SCHEDULE. USE COMMON NAILS.

9. FRAMING CONNECTORS, WHEN USED, SHALL BE MANUFACTURED BY SIMPSON STRONG-TIE

COMPANY, INC. OTHER ICBO APPROVED MANUFACTURERS MAY BE APPROVED BY THE

ENGINEER WHEN SUBMITTED IN WRITING BY THE CONTRACTOR. FRAMING CONNECTORS

IDENTIFIED ON THE DRAWINGS USE SIMPSON DESIGNATIONS.

10. FRAMING CONNECTORS SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S

INSTRUCTIONS AND RECOMMENDATIONS.

11. BOLTS, IN WOOD, IF USED, SHALL BE NOT LESS THAN SEVEN DIAMETERS FROM THE END

AND FOUR DIAMETERS FROM THE EDGE OF MEMBERS BEING JOINED.

12. ALL BOLTS SHALL BE RETIGHTENED PRIOR TO THE APPLICATION OF DRYWALL,

SHEATHING, ETC.

13. STRUCTURAL MEMBERS SHALL NOT BE CUT, BORED OR NOTCHED IN EXCESS OF THE

LIMITATIONS SPECIFIED IN NDS, UNLESS OTHERWISE NOTED OR SHOWN.

14. USE COMMON NAILS. SINKER AND BOX NAILS SHALL NOT BE ALLOWED.

15. SHEATHING SHALL BE PROTECTED FROM DAMAGE CAUSED BY THE ELEMENTS OF

WEATHER AT ALL TIMES DURING CONSTRUCTION. PANELS DAMAGED BY WATER OR OTHER

MEANS SHALL BE REPLACED. ROOF SHEATHING LAID EACH DAY SHALL BE COVERED WITH

ROOFING FELT AT THE END OF EACH DAY.

16. PRESERVATIVE TREAT WOOD IN CONTACT WITH CONCRETE.

FOUNDATIONS

1. FOUNDATIONS WERE DESIGNED IN ACCORDANCE WITH THE

GEOTECHNICAL ENGINEERING REPORT PREPARED BY TERRACON

CONSULTANTS, INC., PROJECT #9418P078 DATED NOV 29, 2018.

2. DRILLED PIERS:

MAX. ALLOWABLE END BEARING PRESSURE = 13,500 PSF

MAX. ALLOWABLE SIDE SHEAR = 2,000 PSF

3. HOLES SHALL BE CASED, IF REQUIRED. IF WATER IS ENCOUNTERED

IN THE HOLES, THE CONCRETE SHALL BE PLACED BY USE OF THE

TREMIE TUBE METHOD TO AVOID SEPARATION OF AGGREGATE.

4. INSTALLATION OF DRILLED PIERS SHALL BE OBSERVED BY A

REPRESENTATIVE OF TERRACON CONSULTANTS, INC., WORK SHALL

BE IN ACCORDANCE WITH THE REPORT.

5. REFER TO THE REPORT FOR COMPACTION REQUIREMENTS,

FIELD OBSERVATIONS, TESTING AND OTHER RECOMMENDATIONS.

Scale: NTS4 TYPICAL DECK FASTENERS & SHAPE Scale: NTS3 TYPICAL SHEAR WALL FASTENING

1. THE CONTRACTOR SHALL SUBMIT STRUCTURAL CALCULATIONS AND SHOP

DRAWINGS FOR ALL WALL AND JOIST FRAMING AND CONNECTIONS TO THE

STRUCTURE TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL

PRIOR TO FABRICATION. DESIGN SHALL BE IN ACCORDANCE WITH DESIGN

CRITERIA (CODES AND LOADING) AS NOTED UNDER DESIGN CRITERIA THIS

SHEET. WALL DEFLECTION SHALL BE LIMITED TO L/360.

2. ALL METAL STUDS AND JOISTS SHALL BE 16 GAGE C CHANNELS WITH A MINIMUM

FLANGE WIDTH OF 1 5/8". RETURN OF 1/2" DEPTH, U.N.O. STUDS COMPRISING

HEADERS SHALL BE 12 GAGE. RE: DETAIL A THIS SHEET.

3. STUDS AND JOISTS FOR 16ga. AND THICKER SHALL CONFORM TO ASTM A653

GRADE 50 AND HAVE A MINIMUM YIELD STRENGTH OF 50,000 PSI.

4. BRIDGING AND OTHER ACCESSORIES SHALL BE IN ACCORDANCE WITH THE

MANUFACTURER'S RECOMMENDATIONS.

5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT

SPECIFICATIONS.

6. RE: DETAIL A THIS DRAWING FOR BRIDGING DETAILS.

1. ALL SCREWS SHALL BE SELF TAPPING, SELF DRILLING UNLESS NOTED

OTHERWISE.

2. WAFER HEAD SCREWS SHALL BE USED WHERE SHEATHING OVERLAYS SCREW.

FASTENERS AND SCREWS (CFSF)

COLD FORMED STEEL FRAMING (CFSF)

- EXTERIOR WALLS & INTERIOR SHEAR WALLS

ADMINISTRATION BUILDING SOIL STORAGE BUILDING

Scale: NTS5 MECHANICAL CONCRETE PAD

HSS4x 4x

3 8~

TYP

SB101

H G F E D C B

A

10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"

'-0

'-0

'-0

'-0

'-0

25'-0"

SB101

1'-6" (TYP)1'-6" (TYP)

#8 @ 12"O.C. (TOP)

#8 @ 12"O.C. (BOT)

#5

2"

O .C

TO

P) #5

2" O

.C

BO

T)

I

"Ø D

RILL

ED PIER

RE: 2

/S-00

1 (

TYP.)

SB101

SB101

'-0

9"

86'-0"

9" 21'-0"

'-0

9"

9"

'-1 0"

'-1

0"

10" CONCRETE SLAB

OVER 12" VOID FORM

STAGGER REINF. STEEL

INTERIOR SHEAR WALL: 3 5 8"x16ga @16"O.C.

SHEATH THIS EDGE WITH 1/2" PLY.

RE: 3/S-001 FOR FASTENERS

EXTERIOR WALLS: 6"x16ga STUDS @16"O.C.

OUTSIDE EDGE SHALL BE SHEATHED WITH

1/2" PLY. RE: 3/S-001 FOR FASTENERS

DENOTES SHEAR WALL FASTENING

MARK FOR WALL LINE

SB101

21'-3" 21'-3"

SB101

SIM

SIDEWALK

RE: ARCH / CIVIL

6" THICK CONCRETE

STOOP W/ #3 @12"OC

HOLD DOWN 12"

OMIT VOID FORM AT

PIPING LOCATIONS

BAR SPLICES;

WHEN REQUIRED, SPLICE

TOP BARS AT MIDSPAN OF

SLAB AND BOTTOM BARS

OVER GRADE BEAMS

15'-8" 4'-8"

'-8

3'

-4

11'-8"8'-8"

INTERIOR SHEAR WALL: 3 5 8"x16ga @16"O.C.

SHEATH THIS EDGE WITH 1/2" PLY.

RE: 3/S-001 FOR FASTENERS

1 1

1 1

1 DENOTES SIMPSON S/HD85 LIGHT GAGE

HOLDOWN W/ DOUBLE STUD. INSTALL W/

TEK SCREWS TO STUD AND 5 8"Ø HEADED

ANCHOR BOLT IN CONCRETE. EMBED 8"

"Ø

D

RILL

ED PIER

RE: 2

/S-00

1 (

TYP.)

"Ø

D

RILL

ED PIER

RE: 2

/S-00

1 (

TYP.)

#3 DOWELS x 4'-0" @12"O.C.

AT DOOR. EXTEND BARS 1'-6"

INTO GRADE BEAM

#3 DOWELS x 4'-0" @12"O.C.

AT DOOR. EXTEND BARS 1'-6"

INTO GRADE BEAM

#3 DOWELS x 4'-0" @12"O.C.

AT DOOR. EXTEND BARS 1'-6"

INTO GRADE BEAM

2' -6

1'-6"

1 1/2"

CLR.

#5 EACH SIDE

AT MIDHEIGHT

#4 STIRRUPS

@ 8"O.C.

VOID FORM

TERMINATE TOP

BAR W/ 90° STD. HOOK

4-#8

TOP & BOTTOM

2' -6

1'-6"

#4 STIRRUPS

@ 9"O.C.

VOID FORM

5-#8 TOP & BOTTOM

6"x16ga STUDS @16"O.C.

BRICK VENEER

WALL SHEATHING

1 1/2"

COL RE: PLAN

1' -4

8"

1/4

1 1/2"

CLR.

1'-8" SQ.

18"Ø DRILLED PIER

PIER CAP BELOW

3- #4 TIES

@ 6"O.C.

8- #5 VERT

CL PIER

PL3

4x11x0'-11" W/

4-3 4"Ø HEADED ANCHOR

BOLTS~EMBED 12"

T.O. SLAB INSIDE BUILDING

BRICK VENEER

RE: ARCH

2" EXPANSION JOINT

FILLER

PAVEMENT

RE: ARCH

"4"

4"

EXTERIOR

SIDEWALK

AT SIM

#5 EACH SIDE

AT MIDHEIGHT

12ga TRACK W/ 12"Ø ANCHOR

BOLTS @32"O.C.

~EMBED 6"

1' -0

1'

-0

3-#3 TIES @3"O.C.

AROUND ANCHOR BOLTS

APPROVED DRAWING TITLE

DATE

LOCATION

CHECKED PROJECT NUMBER

DRAWING NUMBER

DESCRIPTION DATE

DESIGN CONSULTANTS: ARCHITECT / ENGINEER OF RECORD:

C

Office of Construction and Facilities Management

1 3 4 5 6

B

A

D

E

C

B

A

D

E

BUILDING NUMBER

DRAWN

SEAL:

MARK

DALLAS, TEXAS

DALLAS - FORT WORTH

NATIONAL CEMETERY

Calibre 9090 South Ridgeline Boulevard, Suite 105 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

BID DOCUMENTS

PHASE 4 DEVELOPMENT

916CM2012

OF 246

Cemetery Expertise:

MKEC Engineering Ken Kallenbach

(316) 684-9600

Architect:

TK Architecture Tom Kapels

(719) 325-9303

Irrigation:

Aqua Engineering Bob Beccard

(970) 372-6104

RCDD:

APOGEE Consulting Jim Ezekiel

(919) 535-3878

MEP:

Miller Remick MEP Tom Chapman

(856) 429-4000

Cost Estimating:

MOCA Cost Engineering Todd Waddle

(850) 389-8131

Surveying, Water Wells & Treatment:

Fabre Engineering & Surveying Frank Fabre

(850) 433-6438

Geotechnical Engineering:

Terracon Consultants Jennifer Peters

(210) 907-7648

0 2 4 8Scale: 1/4" = 1'-0"1 FOUNDATION PLAN

PL

A

N N

O R

TH

ADMINISTRATION BUILDING

FOUNDATION PLAN

03-31-2020 JJB GR

SB101

NOTES:

1. COORDINATE PLAN WITH ARCH, MECH & PLUMBING PLANS.

Scale: 3/4" = 1'-0"2 SECTION

Scale: 3/4" = 1'-0"4 SECTION

Scale: 3/4" = 1'-0"3 SECTION

A

D

2 4 5 63

B

C

'-0

'-0

7' -4

3'

-4

7' -4

'-0

'-0

91'-0"

1' -0

TY

P.

18'-0" 18'-0" 18'-0" 18'-0" 18'-0"

'-0

"Ø

D

RILL

ED PIER

RE: 2

/S-00

1 (

TYP.)

SB102

SB102

3' -4

1'-0" (TYP.)

'-4

'-4

CORNER PILASTERS

24" SQUARE.

REINF PER 3/SB102

1'-4"x2'-0" PILASTER

~TYP 4 PLACES.

ADJACENT TO GARAGE DOORS.

REINF. PER 3/SB102

DRILLED PIER CENTERLINES

SHALL COINCIDE W/

INSIDE FACE OF WALLS

~TYP

1' -4

6" 6"

#6 @12"O.C. HORIZ.

#6 @12"O.C. VERT.

EL RE: ARCH

DRILLED PIER BEYOND

VOID FORM

DRILLED PIER

FACE OF WALL BEYOND

9" 9"

1'-0"

WALL REINF. NOT

SHOWN FOR CLARITY.

HORIZ. BARS CONT.

THRU PILASTER

4 TIES @ 12"O.C.

8-#10 EXTEND 6'-0"

INTO DRILLED PIER

BELOW

PEMB COLUMN

2'-0"

1' -6

1' -0

(T

YP

1'-0"

CONCRETE PILASTER

6' -0

EL RE: ARCH

PEMB WALL

VERTICAL DOWELS

(SEE ABOVE)

VOID FORM BEYOND

1' -0

PIER REINF NOT

SHOWN FOR CLARITY

3-#3 TIES @3"O.C.

AROUND ANCHOR BOLTS

USE HEADED

ANCHOR BOLTS

ASTM F1554

GRADE 55

1' -0

1'

-0

L2x2x1

4 GALVANIZED

FULL HEIGHT AT EACH

CORNER W/ 12"Ø x 3"

HEADED ANCHOR STUDS

@1'-6"O.C.

0 2 4 8

APPROVED DRAWING TITLE

DATE

LOCATION

CHECKED PROJECT NUMBER

DRAWING NUMBER

DESCRIPTION DATE

DESIGN CONSULTANTS: ARCHITECT / ENGINEER OF RECORD:

C

Office of Construction and Facilities Management

1 3 4 5 6

B

A

D

E

C

B

A

D

E

BUILDING NUMBER

DRAWN

SEAL:

MARK

DALLAS, TEXAS

DALLAS - FORT WORTH

NATIONAL CEMETERY

Calibre 9090 South Ridgeline Boulevard, Suite 105 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

BID DOCUMENTS

PHASE 4 DEVELOPMENT

916CM2012

OF 246

Cemetery Expertise:

MKEC Engineering Ken Kallenbach

(316) 684-9600

Architect:

TK Architecture Tom Kapels

(719) 325-9303

Irrigation:

Aqua Engineering Bob Beccard

(970) 372-6104

RCDD:

APOGEE Consulting Jim Ezekiel

(919) 535-3878

MEP:

Miller Remick MEP Tom Chapman

(856) 429-4000

Cost Estimating:

MOCA Cost Engineering Todd Waddle

(850) 389-8131

Surveying, Water Wells & Treatment:

Fabre Engineering & Surveying Frank Fabre

(850) 433-6438

Geotechnical Engineering:

Terracon Consultants Jennifer Peters

(210) 907-7648

Scale: 1/4" = 1'-0"1 FOUNDATION PLAN

PLAN

NORTH

SOIL STORAGE BUILDING

FOUNDATION PLAN

03-31-2020 JJB GR

SB102

Scale: 3/4" = 1'-0"2 SECTION

Scale: 3/4" = 1'-0"3 SECTION

PRE-ENGINEERED METAL BUILDING (PEMB)

1. SUBMIT DRAWINGS AND CALCULATIONS FOR THE PRE-ENGINEERED METAL

BUILDING TO THE ENGINEER FOR APPROVAL. DRAWINGS AND CALCULATIONS

SHALL BE STAMPED BY A LICENSED TEXAS PROFESSIONAL ENGINEER.

2. SUBMIT COLUMN REACTIONS TO THE ENGINEER TO VERIFY STRUCTURAL DESIGN

ON DRAWINGS. DRAWINGS MAY BE ALTERED BASED ON COLUMN REACTIONS

RECEIVED.

3. RE: STRUCTURAL NOTES, DESIGN CRITERIA FOR WIND, SEISMIC, AND ROOF

LOADS. APPLIED LOADS AND LOAD COMBINATIONS SHALL BE IN

ACCORDANCE WITH IBC 2015. LIMIT LATERAL DEFLECTION OF FRAMES VIA WIND

TO .005H AT EAVES.

4. CONTRACTOR SHALL COORDINATE COLUMN AND ANCHOR BOLT SIZES AND

LOCATIONS WITH THE PRE-ENGINEERED METAL BUILDING DRAWINGS. WALL

AND PILASTER SIZES MAY NEED TO BE ALTERED BASED ON DRAWINGS

RECEIVED.

5. RE: PRE-ENGINEERED METAL BUILDING DRAWINGS FOR LOCATION AND SIZE OF

CROSS BRACING IN LONGITUDINAL WALLS.

6. ALL STRUCTURAL STEEL INCLUDING FRAMES, COLUMNS, GIRTS, PURLINS, ETC.

SHALL BE GALVANIZED.

7. RE: SPECIFICATIONS FOR PAINTING REQUIREMENTS AND ADDITIONAL

INFORMATION.

8. EAST BUILDING WALL SHALL BE DESIGNED TO ACCEPT BUILDING EXPANSION IN

FUTURE.

NOTES:

1. COORDINATE PLAN WITH ARCH DRAWINGS.

SF102

6x126x126x126x126x126x12

6x

6x

6x

6x

6x

2x8 @ 24"O.C. (TYP)

2x

4" O

.C

TY

P)

8'-0"

(TYP.)

G T

/ S D

T

HT

HT

HT

HT

SF102

H G F E D C B

A

10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"

'-0

'-0

'-0

'-0

'-0

2 EQUAL SPACES

4'-0"

8'-0"

(TYP.)

2 EQUAL SPACES

4'-0"

4'-0" 4'-0"

4' -4

4'

-4

SP

AC

ES

6'

-0 "O

C

2'

-0

(J

AC

K

TR

U

SS

ES

SD

T

SD

T

TRUSSES AT 6 EQUAL SPACES

G T

/ S D

T

SD

T

SD

T

SF102

SF102

SF102

4x10

1 1/2"x20ga. METAL DECK, 3 SPAN CONT., (TYP.)

RE: 4/S-001 FOR DECK

FASTENERS AND PROPERTIES

HEADER BELOW

RE: 3/SF102

SHEARWALL

BELOW

ALIGN TRUSS

OVER SHEARWALL

SHEARWALL

BELOW

ALIGN TRUSS

OVER SHEARWALL

SF102

SF102

SF102

2x WOOD DECK TO RAFTERS (TYP.)

2x8 @ 24"O.C. (TYP)

6x

6x

6x12

6x

2x

4" O

.C

TY

P)

2x

4" O

.C

TY

P)

6x6 POST W/BC POST

CAP ABOVE AND BELOW

2x10 AT VALLEYS

(TYP EACH SIDE)

APPROVED DRAWING TITLE

DATE

LOCATION

CHECKED PROJECT NUMBER

DRAWING NUMBER

DESCRIPTION DATE

DESIGN CONSULTANTS: ARCHITECT / ENGINEER OF RECORD:

C

Office of Construction and Facilities Management

1 3 4 5 6

B

A

D

E

C

B

A

D

E

BUILDING NUMBER

DRAWN

SEAL:

MARK

DALLAS, TEXAS

DALLAS - FORT WORTH

NATIONAL CEMETERY

Calibre 9090 South Ridgeline Boulevard, Suite 105 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

BID DOCUMENTS

PHASE 4 DEVELOPMENT

916CM2012

OF 246

Cemetery Expertise:

MKEC Engineering Ken Kallenbach

(316) 684-9600

Architect:

TK Architecture Tom Kapels

(719) 325-9303

Irrigation:

Aqua Engineering Bob Beccard

(970) 372-6104

RCDD:

APOGEE Consulting Jim Ezekiel

(919) 535-3878

MEP:

Miller Remick MEP Tom Chapman

(856) 429-4000

Cost Estimating:

MOCA Cost Engineering Todd Waddle

(850) 389-8131

Surveying, Water Wells & Treatment:

Fabre Engineering & Surveying Frank Fabre

(850) 433-6438

Geotechnical Engineering:

Terracon Consultants Jennifer Peters

(210) 907-7648

ADMINISTRATION BUILDING

ROOF FRAMING PLAN

03-31-2020 JJB GR

SF101

NOTES:

1. COORDINATE WITH ARCH ROOF PLAN.

2. GT DENOTES GIRDER TRUSS.

3. HT DENOTES HIP TRUSS.

4. SDT DENOTES STEP DOWN TRUSS.

0 2 4 8Scale: 1/4" = 1'-0"1 ROOF FRAMING PLAN

PL

A

N N

O R

TH

MASONRY VENEER

6" STUDS

12GA. TRACK

LIGHT GAGE

STEEL TRUSSES

RE: PLAN

TRUSS TO GIRDER TRUSS CONN.

BY TRUSS FABRICATOR (TYP.)

METAL DECK

METAL DECK

LIGHT GAGE

STEEL TRUSS

RE: PLAN

Scale: 3/4" = 1'-0"1 SECTION Scale: 3/4" = 1'-0"2 SECTION

GIRDER TRUSS

HSS6x2x1 4 *

12ga BLOCKING

BETWEEN TRUSSES

W/#12 TEK SCREWS

@8"O.C. TO HSS

STAGGERED

6" 1-12

12ga BENT CLOSURE AT EAVE.

ATTACH TO TRUSS

W/2-4-#12 TEK SCREWS

2x FASCIA

RE: ARCH TRUSS TO TUBE CONNECTION

BY TRUSS FABRICATOR SHALL

RESIST UPLIFT AND PROVIDE

LATERAL SUPPORT FOR WALL

* BUTT WELD TUBES (4 SIDES)

AT SPLICES. INSTALL BACKING

BAR AROUND INSIDE PERIMETER

OF TUBE

6" BLOCKING

WALL

SHEATHING

TEK SCREWS TO

BLOCKING

RE: 4/S-001

TRUSS NOTES:

1. TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING APPLIED LOADS IN ADDITION TO THE WEIGHT OF THE TRUSS SYSTEM.

DEAD LOAD: 15 PSF

LIVE LOAD: 20 PSF

BOTTOM CHORD DEAD LOAD = 10 PSF

RE: PLAN FOR MECH. UNIT WEIGHTS AND LOCATIONS.

WIND LOAD:

DESIGN FOR WIND LOAD SHALL BE IN ACCORDANCE WITH ASCE 7-10 AND UFC 3-310-04. APPLICATION OF WIND FORCES SHALL CONSIDER WIND PRESSURES FOR THE MAIN WIND FORCE RESISTING SYSTEMS AND FOR COMPONENTS AND

CLADDING.

2. TRUSSES SHALL BE TEMPORARILY BRACED UNTIL ALL PERMANENT BRACING AND ROOF DECK IS INSTALLED.

3. TRUSSES SHALL BE DESIGNED TO WITHSTAND THE DEAD, LIVE AND WIND LOADS INDICATED. THE CONTRACTOR SHALL BE RESPONSIBLE TO HAVE THE TRUSSES DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF TEXAS. ALL DESIGN CALCULATIONS AND DRAWINGS SHALL BE SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF TEXAS. DATA SHALL BE SUBMITTED FOR REVIEW.

4. TRUSS BRACING, BRIDGING, ETC. SHALL BE PROVIDED AS REQUIRED BY THE TRUSS DESIGNER. IN ADDITION, TRUSS BOTTOM CHORDS SHALL BE

BRACED WITH BOTTOM CHORD BRIDGING NOT EXCEEDING 8'-0" ON CENTER.

5. FOR TRUSS DIMENSIONS, ELEVATIONS, ETC., REFER TO RELEVANT STRUCTURAL AND ARCHITECTURAL DETAILS.

6. WEB CONFIGURATIONS SHALL BE DESIGNED BY MFGR. AND COORDINATED WITH ARCHITECTURAL AND MECHANICAL REQUIREMENTS PRIOR TO

FABRICATION.

7. METAL CONNECTORS, WHERE USED, SHALL BE OF SIZE TO FIT MEMBERS AND OF SUFFICIENT STRENGTH TO DEVELOP THE FULL STRENGTH OF THE

SUPPORTED MEMBER, COMPLETE WITH SPECIAL FASTENERS AS REQUIRED.

8. TRUSS DESIGNER SHALL DESIGN STRUCTURAL FASCIA MEMBERS AT CORNERS OF BUILDINGS AS NOTED ON DRAWINGS.

9. TRUSS FABRICATOR SHALL BE RESPONSIBLE FOR PROVIDING PANEL BLOCKING BETWEEN TRUSSES FOR TRANSFER OF DIAPHRAGM SHEAR TO MASONRY BELOW. BLOCKING SHALL BE DESIGNED FOR A LOAD OF 200 POUNDS PER LINEAR FOOT. TRUSS FABRICATOR SHALL PROVIDE

CONNECTIONS BETWEEN PANEL BLOCKING AT EMBED PLATES AT TRUSSES.

LIGHT GAGE STEEL TRUSSES:

1. PROVIDE AND INSTALL ALL MANUFACTURER'S STANDARD STEEL TRUSS COMPONENTS AND

ACCESSORIES AS REQUIRED BY THE MANUFACTURER.

2. FABRICATION SHALL BE PERFORMED BY A COLD-FORMED STEEL TRUSS FABRICATOR

WITH EXPERIENCE DESIGNING AND FABRICATING TRUSS SYSTEMS EQUAL IN MATERIAL,

DESIGN AND EXTENT TO THE SYSTEMS REQUIRED FOR THIS PROJECT.

3. FABRICATE TRUSS FRAMING SYSTEMS AND COMPONENTS OF STRUCTURAL QUALITY STEEL

SHEET IN ACCORDANCE TO ASTM A653 WITH A MINIMUM YIELD STRENGTH OF 50 KSI.

4. BRACING, BRIDGING AND BLOCKING MEMBERS MAY BE FABRICATED OF COMMERCIAL

QUALITY STEEL SHEET IN ACCORDANCE TO ASTM A653 WITH A MINIMUM YIELD STRENGTH

OF 33 KSI.

5. MINIMUM MATERIAL THICKNESS FOR ALL MEMBERS AND COMPONENTS SHALL BE 16 GAGE

UNCOATED THICKNESS.

6. ALL MEMBERS AND COMPONENTS SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A653,

MINIMUM G60 COATING.

7. WELDING SHALL BE DONE IN ACCORDANCE WITH AWS D1.1, "STRUCTURAL WELDING CODE -

STEEL", AND AWS D1.3, "STRUCTURAL WELDING CODE - SHEET STEEL".

8. WELDERS SHALL BE QUALIFIED IN ACCORDANCE WITH AWS "STANDARD QUALIFICATION

PROCEDURE".

9. VERTICAL DEFLECTION OF TRUSSES SHALL BE LESS THAN OR EQUAL TO 1/240 OF THE SPAN FOR TOTAL LOAD.

10. FRAMING SYSTEMS SHALL BE DESIGNED TO PROVIDE FOR MOVEMENT OF FRAMING MEMBERS

WITHOUT DAMAGE OR OVERSTRESSING, SHEATHING FAILURE, CONNECTION FAILURE, UNDUE

STRAIN ON FASTENERS AND ANCHORS, OR DETRIMENTAL EFFECTS CAUSED BY A MAXIMUM

AMBIENT TEMPERATURE CHANGE OF 153 DEGREES FAHRENHEIT.

11. MEMBERS AND COMPONENTS OF THE TRUSS FRAMING SYSTEMS SHALL BE CUT SQUARELY,

OR AS REQUIRED FOR AN ANGULAR FIT AGAINST ABUTTING MEMBERS.

12. FRAMING MEMBERS SHALL BE HELD POSITIVELY IN PLACE AND PROPERLY FASTENED.

13. ERECTION OF TRUSSES, INCLUDING PROPER HANDLING, SAFETY PRECAUTIONS, TEMPORARY

BRACING AND OTHER SAFEGUARDS AND PROCEDURES ARE THE RESPONSIBILITY OF THE

CONTRACTOR AND THE CONTRACTOR'S INSTALLER.

14. ERECT TRUSSES WITH THE PLANE OF THE WEBS VERTICAL AND PARALLEL TO EACH OTHER

AND ACCURATELY LOCATED AS INDICATED ON THESE DRAWINGS.

15. SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED BY A LICENSE TEXAS

PROFESSIONAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION.

TYPICAL END JACK TRUSS

NO SCALE

TYPICAL STEP-DOWN TRUSS

TYPICAL TRUSS

NO SCALE

NO SCALE

STEP DOWN TRUSS RIDGE,

HEIGHT VARIES

FOR TRUSS DETAIL AT

EXTERIOR SUPPORT, REFER TO

PLANS AND DETAILS

F.O. BLDG.

FOR TRUSS DETAIL AT

EXTERIOR SUPPORT, REFER TO

PLANS AND DETAILS

FOR TRUSS DETAIL AT

SUPPORT, REFER TO PLANS

AND DETAILS

F.O. BLDG.

TRUSS GIRDER

F.O. BLDG.

F.O. BLDG. F.O. BLDG.

STEEL BEAM (TYP.)

Scale: 3/4" = 1'-0"5 SECTION Scale: 3/4" = 1'-0"6 SECTION

2x DECKING

RE: SECTION 1 FOR

ITEMS NOT NOTED

2x DECKING

2x RAFTERS

RE: PLAN

COLUMN

CCO COLUMN

CAP

3/16

PLATE

LINE

H2.5 TIE

6" STUDSSLOPE U

HANGER

2x RAFTERS

RE: PLAN

2x10 LEDGER W/

#12 TEK SCREWS @12"O.C.

TOP & BOTTOM (2 ROWS)

TO CLOSURE AND TUBE

12ga BENT CLOSURE AT EAVE.

ATTACH TO EACH TRUSS

W/3"x3"x12ga CLIP ANGLE W/

4-#12 TEK SCREWS EACH LEG

6" CLOSURE

WALL

SHEATHING

#12 TEK SCREWS @8"O.C.

TEK SCREWS TO CLOSURE

RE: 4/S-001

1 1/2x1 1/2x16ga. x5"

LONG CLIP EACH

END W/ 4- #8

SCREWS EACH LEG

FORM HEADER

FROM 2- 6" 12ga.

TRACK AND 2- 8"

12ga. METAL

STUDS W/#8

SCREWS @ 12"O.C.

2"Ø ANCHOR BOLTS

@32"O.C.~EMBED 6"

EL. RE: ARCH.

FORM JAMB FROM

6" 16ga. TRACK AND 2- 6" 16ga. METAL

STUDS

#8 SCREWS

@ 12"O.C.

L4x4x1/4 (LOOSE)

Scale: 1" = 1'-0"3 SECTION

VENEER

PLY. SHEATHING

EN

RE: 3/S-001

FOR FASTENERS 35

8" STUDS

ALIGN TRUSS

OVER WALL

A35 CLIP * (FLAT)

@ 24"O.C. W/

12-#8 TEK SCREWS

3"x3"x12ga CLIP ANGLE W/

3-#10 TEK SCREWS EACH LEG

8" (STUD) BRACE @

4'-0"OC

3-#10 TEK SCREWS

8" STUD @ 4'-0"O.C.

TEK SCREWS

RE: 4/S-001

12ga TRACK

A35 CLIP *

3"x3"x12ga CLIP ANGLE W/

3-#10 TEK SCREWS EACH LEG

* INSTALL W/ 6-#8

TEK SCREWS

EACH LEG

Scale: 3/4" = 1'-0"4 SECTION

METAL DECK

APPROVED DRAWING TITLE

DATE

LOCATION

CHECKED PROJECT NUMBER

DRAWING NUMBER

DESCRIPTION DATE

DESIGN CONSULTANTS: ARCHITECT / ENGINEER OF RECORD:

C

Office of Construction and Facilities Management

1 3 4 5 6

B

A

D

E

C

B

A

D

E

BUILDING NUMBER

DRAWN

SEAL:

MARK

DALLAS, TEXAS

DALLAS - FORT WORTH

NATIONAL CEMETERY

Calibre 9090 South Ridgeline Boulevard, Suite 105 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying

Calibre Engineering, Inc.

BID DOCUMENTS

PHASE 4 DEVELOPMENT

916CM2003

OF 246

Cemetery Expertise:

MKEC Engineering Ken Kallenbach

(316) 684-9600

Architect:

TK Architecture Tom Kapels

(719) 325-9303

Irrigation:

Aqua Engineering Bob Beccard

(970) 372-6104

RCDD:

APOGEE Consulting Jim Ezekiel

(919) 535-3878

MEP:

Miller Remick MEP Tom Chapman

(856) 429-4000

Cost Estimating:

MOCA Cost Engineering Todd Waddle

(850) 389-8131

Surveying, Water Wells & Treatment:

Fabre Engineering & Surveying Frank Fabre

(850) 433-6438

Geotechnical Engineering:

Terracon Consultants Jennifer Peters

(210) 907-7648

ADMINISTRATION BUILDING

ROOF TRUSSES AND DETAILS

03-31-2020 JJB GR

SF102

PROJECT NU

916CM2012