ADV_PLANS_BreachersRoof.pdf

C o n s tr u c t

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N o r th C a r o li n a

IF

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IFB No. W912PM-16-B-0025

Fort Bragg, North Carolina

SF-00004-16

Building O19C3, SOTF

Breachers Roof Construct Raised proepnack Snapshot

A D

W

X

W

X

W12X26 W12X26

W12X26 W12X26

'�2

T/STL. BEAM +/� 15'�0"

T/STL. BEAM +/� 15'�6"

1/ 4"

P E

R F

T . S

LO

P

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S�301A�102

S�301A�102

S�301A�102

B W

X

39'�2" +/�

C

13'�0 11/16" 13'�0 11/16" 13'�0 11/16"

W

X

W

X

W12X26

W12X26

EXISTING CONC.

WALL BELOW, TYP.

6'�6 5/16" 6'�6 5/16" 6'�6 5/16" 6'�6 5/16" 6'�6 5/16" 6'�6 5/16"

'�1

'�1

HSS4"x4"x3/8"

COL., TYP.

HSS4"x4"x3/8"

COL., TYP.

W

X

W

X

W

X

W

X

(1 8)

(1 8)

(1 8)

(1 8)

(1 8)

(13) (13) (13)

(13) (13) (13)

(1 4)

(1 4)

(1 4)

(1 4)

3'�8"

2' �8

BID OPTION:

L6"x6"x5/16" FRAMING

TYP. AT ROOF HATCH

S�501S�101

S�501S�101

S�501S�101

S�501S�101

SIM

PRE�ENG. STL.

LADDER, SEE A�201

S�101 S�301 S�101 S�301

S�101 S�301

S�101 S�501

S�101 S�501

S�101 S�501 S�101 S�501

S�101 S�501

5.00 ABBREVIATIONS

A.B.

ALLOW.

APPR.

ARCH.

B/

BRG.

BOTT.

C/C C.J.

CLR.

COL.

CONC.

CONN.

CON'T.

COORD.

C.O.W.

CMU

DBL.

DIM.

DIA.

DIST.

DWGS.

EA.

EL.

E.F.

EMB.

ENG.

E.O.R.

EQ.

E.S.

E.W.

EXP.

EXT.

FABR.

F.F.

FFE

FTG.

GA.

GALV.

GR.

HK.

HORIZ.

H.S.

ANCHOR BOLT

ALLOWABLE

APPROVED

ARCHITECT

BOTTOM OF

BEARING

BOTTOM

CENTER�TO�CENTER

CONTROL JOINT

CLEAR

COLUMN

CONCRETE

CONNECTION

CONTINUOUS

COORDINATE

CENTERED ON WALL

CONCRETE MASONRY UNIT

DOUBLE

DIMENSION

DIAMETER

DISTANCE

DRAWINGS

EACH

ELEVATION

EACH FACE

EMBEDMENT

ENGINEER

ENGINEER OF RECORD

EQUAL

EACH SIDE

EACH WAY

EXPANSION

EXTERIOR

FABRICATOR

FINISHED FLOOR

FINISHED FLOOR ELEVATION

FOOTING

GAUGE

GALVANIZED

GRADE

HOOKED

HORIZONTAL

HEADED STUD

I.F.

IN.

INFO.

INT.

JST.

JNT.

K

KSI

LLH

LLV

L.W.

MANUF.

MAX.

MECH.

MIN.

MTL.

OH.

O.C.

O.F.

OPNG.

PL.

PSF

PSI

QTY

REF.

REINF.

REQ'D

REQ'MENTS

SCH.

S.F.

SQU.

STL.

S.W.

T/ T&B

TYP.

ULT.

U.N.O.

VCJ

VMCJ

W/ W/O

WWF

INSIDE FACE

INCHES

INFORMATION

INTERIOR

JOIST

JOINT

KIPS

KIPS PER SQUARE INCH

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LONG WAYS

MANUFACTURER

MAXIMUM

MECHANICAL

MINIMUM

METAL

OVERHANG

ON�CENTER

OUTSIDE FACE

OPENING

PLATE

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

QUANTITY

REFERENCE

REINFORCED

REQUIRED

REQUIREMENTS

SCHEDULE

STEPPED FOOTING

SQUARE

STEEL

SHORT WAYS

TOP OF

TOP AND BOTTOM

TYPICAL

ULTIMATE

UNLESS NOTED OTHERWISE

VERTICAL CONTROL JOINT

VERTICAL MASONRY CONTROL JOINT

WITH

WITHOUT

WELDED WIRE FABRIC

1. TOP OF STEEL BEAMS, SEE PLAN FOR REFERENCE

ELEVATION. FIELD VERIFY ELEVATIONS AND DIMENSIONS

SHOWN PRIOR TO FABRICATION.

2. ROOF DECK SHALL BE 2" � 20 GAUGE COMPOSITE METAL

DECK W/ 4" CONC. FOR TOTAL OF 6" THICKNESS (4000 PSI

MIN.) W/ 2.1 X 2.1 WWF IN 4"x4" PATTERN, MAINTAIN 2" OF

COVER.

3. DECK ANGLE SHALL BE 6" X 6" X 1/4" BENT PLATE TYPICAL

U.N.O.

4. ROOF SLOPE IS 1/4"/ft., TYP.

5. SEE PLAN FOR ALLOWABLE BEAM REACTIONS. DO NOT

DESIGN CONNECTION FOR LESS THAN 7 KIPS

ROOF SHEET NOTES:

W12X19 (18)

BEAM SIZE

No. OF 5/8" DIAM. X 4 1/2"

SHEAR STUDS

ROOF BEAM LEGEND

SheetSheetSheetSheet

GGGGFFFFEEEEDDDDCCCCBBBBAAAA HHHH

GGGGFFFFEEEEDDDDCCCCBBBBAAAA HHHH

BRAGG

PUBLIC WORKS

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D a te

D a te

D a te

D a te

D e s c ri p ti o n

D e s c ri p ti o n

D e s c ri p ti o n

D e s c ri p ti o n

R e v

R e v

R e v

R e v

D e s ig n e d

B y

D e s ig n e d

B y

D e s ig n e d

B y

D e s ig n e d

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D ra w n

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D ra w n

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D ra w n

B y

D ra w n

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C h e c k e d

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C h e c k e d

B y

C h e c k e d

B y

C h e c k e d

B y

R e v ie w e d

B y

R e v ie w e d

B y

R e v ie w e d

B y

R e v ie w e d

B y

D a te

D a te

D a te

D a te

D ra w in g

N u m b e r:

D ra w in g

N u m b e r:

D ra w in g

N u m b e r:

D ra w in g

N u m b e r:

P ro je c t N u m b e r:

P ro je c t N u m b e r:

P ro je c t N u m b e r:

P ro je c t N u m b e r:

S c a le

S c a le

S c a le

S c a le : A S

S H O W N

A S

S H O W N

A S

S H O W N

A S

S H O W N

Sheet Reference Number of 12of 12of 12of 12NOT FOR

CONSTRUCTION

FOR OFFICIAL USE ONLY

C O

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A

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B R

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S R

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F R A M

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P L A N

N E W

R O O F

F R A M

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P L A N

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R O O F

F R A M

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N E W

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S�101

J U L Y

J U L Y

J U L Y

J U L Y

J W K

J W K

J W K

J W K

100% SUBMITTAL

J W K

J W K

J W K

J W K

P M R

P M R

P M R

P M R

P M R

P M R

P M R

P M R

S F

S F

S F

S F

S�101 S�101 1/4" = 1'�0"

1 NEW ROOF FRAMING PLAN

1.00 STRUCTURAL STEEL

1.01 STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED ACCORDING TO AISC

"SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS", LATEST EDITION.

1.02 THIS STRUCTURE IS CONSIDERED A NON�SELF�SUPPORTING STRUCTURE. THE CONTRACTOR SHALL

PROVIDE ADEQUATE TEMPORARY SUPPORTS UNTIL ALL PERMANENT BRACING IS IN PLACE.

1.03 STRUCTURAL STEEL SHALL COMPLY WITH ASTM A36 AND ASTM A992. BEAMS SHALL COMPLY WITH ASTM

A992, 50 KSI YIELD. MISCELLANEOUS PLATES AND SHAPES MAY BE ASTM A36.

1.04 CONNECTION BOLTS SHALL CONFORM TO ASTM A325 (OR F1852 FOR TWIST�OFF TYPE BOLT ASSEMBLIES), 3/4 INCH DIAMETER MINIMUM, UNLESS NOTED OTHERWISE.

1.05 INSTALLATION OF A�325 HIGH STRENGTH BOLTS SHALL COMPLY WITH SECTION 8 OF THE RCSC SPECIFICATIONS FOR STRUCTURAL JOINTS USING A�325 OR A�490 BOLTS (RCSC SSJ.) UNLESS OTHERWISE SPECIFIED, ALL JOINTS SHALL BE "SNUG�TIGHTENED" OR "PRETENSIONED" PER RCSC SSJ.

ALL BOLTS SHALL BE TYPE "X" BEARING TYPE CONNECTIONS EXCLUDED FROM SHEAR PLANE.

1.06 USE PRE�QUALIFIED WELDED JOINTS AS PER AISC, AND AWS D1.1 "STRUCTURAL WELDING CODE." USE

ONLY CERTIFIED WELDERS. ALL ELECTRODES SHALL CONFORM TO AWS A5 GRADE E70XX.

1.07 CUTS, BOLTS, COPING, ETC. REQUIRED FOR WORK OR OTHER TRADES SHALL BE SHOWN ON THE SHOP DRAWINGS AND MADE IN THE SHOP. CUTS OR BURNING HOLES IN STRUCTURAL STEEL MEMBERS IN THE

FIELD WILL NOT BE PERMITTED.

1.08 PAINT STRUCTURAL STEEL IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. DO NOT PAINT STEEL SURFACES TO BE ENCASED IN CONCRETE, TO RECEIVE SPRAYED ON FIREPROOFING, TO BE WELDED, OR TO RECEIVE SLIP CRITICAL CONNECTIONS.

1.09 ANGLES USED AS SHEAR BEAM CONN. SHALL BE EITHER BOLTED TO SUPPORTING MEMBER, OR WELDED

ON THE SIDE OF THE PROTRUDING LEG AS WELL AS TOP AND BOTTOM.

GENERAL STRUCTURAL NOTES

2.00 METAL DECK

2.01 FABRICATION AND ERECTION OF STEEL DECKING SHALL CONFORM TO THE LATEST EDITION OF THE STEEL DECK INSTITUTES (SJI) SPECIFICATION AND COMMENTARY FOR COMPOSITE STEEL FLOOR DECK, NON�

COMPOSITE STEEL DECK AND STEEL ROOF DECK, AS APPLICABLE TO THIS PROJECT.

2.02 UNLESS NOTED OTHERWISE, ALL STEEL DECKING SHALL HAVE A GALVANIZED COATING CONFORMING TO

ASTM A653, GRADE 60.

2.03 WHERE METAL DECK IS REQUIRED TO BE PAINTED, PRIMER SHALL BE EITHER FIELD OR SHOP APPLIED. THE EXTENT OF THE DECK WHICH IS TO BE PRIMED AND PAINTED IS TO BE COORDINATED WITH AND THE

PROJECT PAINT SPECIFICATIONS.

2.04 PROVIDE DECKING CONTINUOUS OVER 3 SPANS MINIMUM WHERE SUPPORTING STRUCTURE PERMITS.

2.05 STEEL DECKING SHALL BE ERECTED IN STRICT COMPLIANCE WITH THE MANUF.'S RECOMMENDATIONS.

ATTACHMENT: REFER TO DETAIL ON S500 SERIES SHEETS FOR TYPICAL METAL DECK ATTACHMENT.

2.06 OPENINGS IN DECKS:

CONTRACTOR SHALL ASSURE THAT ALL OPENINGS PENETRATING ROOF DECKS ARE SHOWN ON THE SHOP DRAWINGS PRIOR TO SUBMITTING FOR REVIEW. OPENINGS SHALL BE LOCATED TO CLEAR WALLS, STEEL JOISTS OR STEEL BEAMS, AND OPENINGS 12"x12" OR LARGER WILL REQUIRE STRUCTURAL FRAMES. IF OPENINGS REDUCE STRUCTURAL CAPACITY, ADJUST OPENINGS AND ADD STRUCTURAL ELEMENTS OR OTHER MEASURES AS DIRECTED BY CONTRACTING OFFICER'S REPRESENTATIVE. CARE SHALL BE EXERCISED IN CUTTING OPENINGS, WHEN APPROVED, TO PROVIDE A NEAT EDGE, FREE FROM SPILLS, SHARP FRAGMENTS OR OTHER DEFECTS.

2.07 FOR CONCRETE SLAB REINFORCING, REFER TO SECTIONS AND DETAILS.

3.00 REINFORCED CONCRETE

3.01 ALL CONCRETE WORK SHALL CONFORM TO ACI 301�05, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. DESIGN IS BASED ON ACI 318�05, BUILDING CODE REQUIREMENTS FOR REINF. CONCRETE.

3.02 UNLESS NOTED OTHERWISE, ALL CONCRETE SHALL BE NORMAL WEIGHT AND HAVE THE FOLLOWING

MINIMUM 28�DAY COMPRESSIVE STRENGTHS:

f'c

SUSPENDED ROOF SLAB . . . . . . . 4,000 PSI

PARAPET WALLS. . . . . . . . . . . . . . . . . .4,000 PSI

3.03 USE OF CALCIUM CHLORIDE, CHLORIDE IONS OR OTHER SALTS IN CONCRETE IS NOT PERMITTED.

3.04 CHAMFER OR ROUND ALL EXPOSED CORNERS MINIMUM 3/4".

3.05 DETAIL CONCRETE REINFORCEMENT AND ACCESSORIES IN ACCORDANCE WITH ACI 315�99, DETAILING MANUAL. SUBMIT SHOP DRAWINGS FOR APPROVAL, SHOWING ALL FABRICATION DIMENSIONS AND LOCATIONS FOR PLACING REINFORCING STEEL AND ACCESSORIES. DO NOT BEGIN FABRICATION UNTIL

SHOP DRAWINGS ARE COMPLETED AND REVIEWED.

3.06 REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, UNLESS NOTED OTHERWISE.

3.07 WELDED WIRE FABRIC (MESH) SHALL CONFORM TO ASTM A185 AND SHALL BE PROVIDED IN FLAT SHEETS.

LAP EDGES 3 CROSS WIRES MINIMUM.

3.08 PROVIDE CONTINUOUS REINFORCEMENT WHEREVER POSSIBLE; SPLICE ONLY AS SHOWN OR APPROVED;

STAGGER SPLICES WHERE POSSIBLE; USE FULL TENSION SPLICE (CLASS "B") FOR CONTINUOUS REINF. AND MATCHING DOWELS U.N.O. LAP SPLICES SHALL BE 57 BAR DIAMETERS FOR BARS SMALLER THAN #7 AND 72

BAR DIAMETERS FOR #7 & LARGER.

3.09 REINFORCING STEEL SHALL HAVE THE FOLLOWING CONCRETE COVER UNLESS NOTED OTHERWISE:

A. CONCRETE CAST AGAINST EARTH (NOT FORMED) . . 3"

B. FORMED CONCRETE EXPOSED TO THE EARTH OR WEATHER

#6 THROUGH #18 BARS . . . . . . . . . . . . . . . 2"

#5 BARS AND SMALLER . . . . . . . . . . . . . . . 1½"

C. CONCRETE NOT EXPOSED TO EARTH OR WEATHER

SUSPENDED SLABS AND WALLS

#14 THROUGH #18 BARS. . . . . . . . . . . . . . . 1½"

#11 BARS AND SMALLER. . . . . . . . . . . . . . . 1"

BEAMS (STIRRUPS) AND COLUMNS (TIES) . . . . . . . . 1½"

3.10 DO NOT PLACE PIPES OR DUCTS EXCEEDING ONE�THIRD THE SLAB OR WALL THICKNESS WITHIN THE SLAB OR WALL UNLESS SPECIFICALLY SHOWN AND DETAILED ON STRUCTURAL DRAWINGS. ANY PIPES SHALL BE

BETWEEN THE OUTER HORIZONTAL AND VERTICAL LAYERS OF REINF.

3.11 DO NOT WELD OR TACK WELD REINFORCING STEEL UNLESS APPROVED OR DIRECTED BY THE STRUCTURAL

ENGINEER.

3.12 ALL REINFORCING STEEL PLACEMENT SHALL BE INSPECTED PER IBC 2009 SEE SPECIFICATIONS FOR

ADDITIONAL INFORMATION.

3.13 WALLS AND OTHER INTERSECTING ELEMENTS SHALL HAVE CORNER BARS TO PROVIDE CONTINUITY. USE

CRSI STANDARDS OR AS SHOWN ON THE DRAWINGS.

4.00 DESIGN LOADS

4.01 ROOF SLAB DESIGNED FOR 100 PSF LIVE LOAD.

0 2' 4' 8'

SCALE: 1/4" = 1'�0"

N D P W

D P W

D P W

D P W

07.19.2016

FOR OFFICIAL USE ONLY

ISSUED FOR CONSTRUCTION

T/CONC. WALL

13'�0"

1 3

24'�2"

T/PARAPET 19'�0"

CONCRETE ROOF

DECK, SEE PLAN

1/4"/ft SLOPE

EXISTING CONC.

WALL

EXISTING CONC.

WALL

6" WIDE CONC.

PARAPET

T/PARAPET 19'�0"

S�301A�102

6"x6"x1/4" BENT

PLATE CON'T.

DECK ANGLE, TYP.

12'�1" 12'�1"

NEW PRE�ENG.

STL. LADDER,

INSTALL PER MANUF.'S

RECOMMENDATIONS

W12X26

6" WIDE CONC.

PARAPET

STL. BEAM,

SEE PLAN

STL. BEAM,

SEE PLAN

BID OPTION:

EMBASSY ROOF

HATCH

(FIELD VERIFY)

T/STL. BEAM +/� 15'�6"

T/STL. BEAM +/� 15'�0"

A�102 S�301 S�101

T/CONC. WALL

13'�0"

AD

S�301A�102

39'�2"

EXISTING CONC.

WALL

EXISTING CONC.

WALL

W12X26 W12X26

STL. BEAM,

SEE PLAN

CONCRETE DECK,

SEE PLAN

EXISTING CONC. WALL

6" WIDE CONC.

PARAPET

T/STL. BEAM +/� 15'�6"

HSS 4"x4"x3/8" COL., TYP. HSS 4"x4"x3/8" COL., TYP.

T/PARAPET 19'�0"

S�301A�102

BC

13'�0 11/16"13'�0 11/16"13'�0 11/16"

W12X26

STL. BEAM,

SEE PLAN

S�301 S�501

T/STL. BEAM +/� 15'�6"

(FIELD VERIFY)

6 Sim

S�301 S�501

NEW PRE�ENG.

STL. LADDER,

INSTALL PER MANUF.'S

RECOMMENDATIONS

A�102 S�301 A�102 S�301

S�301 S�501

S�301 S�501

S�101 S�101

T/CONC. WALL

13'�0"

1 3

S�301A�102

T/STL. BEAM +/� 15'�6"

T/PARAPET 19'�0"

T/STL. BEAM +/� 15'�0"

HSS 4"x4"x3/8" COL., TYP. HSS 4"x4"x3/8" COL., TYP.

EXISTING CONC. WALL

6"x6"x1/4" BENT PLATE

CON'T. DECK ANGLE, TYP.

6" WIDE CONC.

PARAPET

24'�2"

12'�1" 12'�1"

6 Sim

S�301 S�501 NOTE: DIAGONAL BRACE

ALSO REQUIRED AT

OPPOSITE CORNER

(GRID 3/D)

FIELD VERIFY

S�301 S�501

A�102 S�301 S�101

SheetSheetSheetSheet

GGGGFFFFEEEEDDDDCCCCBBBBAAAA HHHH

GGGGFFFFEEEEDDDDCCCCBBBBAAAA HHHH

BRAGG

PUBLIC WORKS

D E

P A

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B L

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W

O R

K S

F O

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B R

A G

G N

O R

T H

C A

R O

L

IN

A

D a te

D a te

D a te

D a te

D e s c ri p ti o n

D e s c ri p ti o n

D e s c ri p ti o n

D e s c ri p ti o n

R e v

R e v

R e v

R e v

D e s ig n e d

B y

D e s ig n e d

B y

D e s ig n e d

B y

D e s ig n e d

B y

D ra w n

B y

D ra w n

B y

D ra w n

B y

D ra w n

B y

C h e c k e d

B y

C h e c k e d

B y

C h e c k e d

B y

C h e c k e d

B y

R e v ie w e d

B y

R e v ie w e d

B y

R e v ie w e d

B y

R e v ie w e d

B y

D a te

D a te

D a te

D a te

D ra w in g

N u m b e r:

D ra w in g

N u m b e r:

D ra w in g

N u m b e r:

D ra w in g

N u m b e r:

P ro je c t N u m b e r:

P ro je c t N u m b e r:

P ro je c t N u m b e r:

P ro je c t N u m b e r:

S c a le

S c a le

S c a le

S c a le : A S

S H O W N

A S

S H O W N

A S

S H O W N

A S

S H O W N

Sheet Reference Number of 12of 12of 12of 12NOT FOR

CONSTRUCTION

FOR OFFICIAL USE ONLY

C O

N S

T R

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B R

E A

C H

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S R

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S O

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S T R U C T U R A L

S E C T

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N S

S T R U C T U R A L

S E C T

IO

N S

S T R U C T U R A L

S E C T

IO

N S

S T R U C T U R A L

S E C T

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N S

S�301

J U L Y

J U L Y

J U L Y

J U L Y

J W K

J W K

J W K

J W K

100% SUBMITTAL

J W K

J W K

J W K

J W K

P M R

P M R

P M R

P M R

P M R

P M R

P M R

P M R

S F

S F

S F

S F

S�301 S�301 3/8" = 1'�0"

1 STRUCTURAL SECTION 1

S�301 S�301 3/8" = 1'�0"

2 STRUCTURAL SECTION 2

S�301 S�301 3/8" = 1'�0"

3 STRUCTURAL SECTION 3

0 1'�4" 2'�8" 5'�4"

SCALE: 3/8" = 1'�0"

D P W

D P W

D P W

D P W

07.19.2016

T/PARAPET

SEE PLAN

STEEL BEAM,

SEE PLAN

EXISTING

CONC. WALL

T/STL. BEAM

SEE PLAN

COMPOSITE

ROOF DECK,

SEE PLAN

CON'T. DECK ANGLE (GALV.)

6"x6"x1/4" BENT PLATE

6" WIDE CONC. PARAPET

W/ #4 VERT. AND HORIZ. (HKD.

AT CORNERS) BARS AT 8" C/C

0' &6

STL. COLUMN,

SEE PLAN

5/8"x8"x12" PL

(2) 3/4" DIAM. EPOXY

DOWELED ANCHOR BOLT

(6" MIN. EMBEDMENT)

1/4

FIELD VERIFY

0'&8"

L4"x4"x1/4"x0'&6"

W/ (2) 1/2" DIAM.

BOLTS, TYP. EA. SIDE

T/CONC. DECK

VARIES

4" SQU. x 3" TALL x 3/8" THICK

RECESSED TIE&DOWN

BOX, HOT DIPPED GALV.

1/2" STL. BAR, HOT DIPPED

GALVANIZED

3/8" DIAM. x 2"

HEADED STUD

(4 TOTAL)

1/4

0' &3

0'&4"

PLAN VIEW

0'&4"

0' &4

3/8" DIAM. x 2"

HEADED STUD

(4 TOTAL)

1/2" STL. BAR, HOT DIPPED

GALVANIZED

4" SQU. x 3" TALL x 3/8" THICK

RECESSED TIE&DOWN

BOX, HOT DIPPED GALV.

0' &2

A

METAL ROOF DECK FASTENING SCHEDULE

LABEL SUPPORT

PATTERN

SIDE LAP

(WELDED)

TYPE & GAUGE

(GALV. ROOF DECK)

A

ROOF FASTENING DIAGRAM

36/4&5/8" PUDDLE

WELDS

(7) 20 GAUGE&2" VLI

T/PARAPET

SEE PLAN

STEEL BEAM,

SEE PLAN

T/STL. BEAM

SEE PLAN

COMPOSITE

ROOF DECK,

SEE PLAN CON'T. DECK ANGLE (GALV.)

6"x6"x1/4" BENT PLATE

6" WIDE CONC. PARAPET

W/ #4 VERT. AND HORIZ. (HKD.

AT CORNERS) BARS AT 8" C/C

EXISTING

CONC. WALL

SHEAR PLATE CONNECTION

PER STEEL FABRICATOR,

DESIGN FOR MIN. 16K

UNFACTORED LOAD

FIELD VERIFY

0'&8"

T/PARAPET

SEE PLAN

STEEL BEAM,

SEE PLAN

T/STL. BEAM

SEE PLAN

COMPOSITE

ROOF DECK,

SEE PLAN CON'T. DECK ANGLE (GALV.)

6"x6"x1/4" BENT PLATE

6" WIDE CONC. PARAPET

W/ #4 VERT. AND HORIZ. (HKD.

AT CORNERS) BARS AT 8" C/C

EXISTING

CONC. WALL

SHEAR PLATE CONNECTION

PER STEEL FABRICATOR,

DESIGN FOR MIN. 16K

UNFACTORED LOAD

5/8"x8"x12" PL

(2) 3/4" DIAM. EPOXY

DOWELED ANCHOR BOLT

(6" MIN. EMBEDMENT)

1/4

1/4

L4"x4"x1/4"x0'&6" W/ (2) 1/2"

DIAM. BOLTS

T/CONC. WALL

13'�0"

D

6"x8"x1/4" PL

(2) L3"x3"x1/4"

SEE BASE

PLATE DETAILS, 7/S501

AT CORNER

AT BRACED CORNER

1' &2

F

IE

LD

V

E R

IF

Y

0' &8

STL. COLUMN,

SEE PLAN

5/8" PLATE

1/4

(4) 3/4" DIAM. EPOXY

DOWLED ANCHOR BOLTS

(6" MIN. EMBEDMENT)

6"x8"x1/4" PLATE

1/4

AT INTERIOR

STL. COLUMN,

SEE PLAN 1/4

0'&2" 0'&8" 0'&2"

1'&0"

0' &4

0'

&4

(2) 3/4" DIAM. EPOXY

DOWLED ANCHOR BOLTS

(6" MIN. EMBEDMENT)

0' &4

0'

&2

0'&4" 0'&4"

0' &4

0'

&2

1' &2

TYP.

0'&2 3/4"

T Y

P

0' &2

/4

(4) 3/4" DIAM. EPOXY

DOWLED ANCHOR BOLTS

(6" MIN. EMBEDMENT)

NEW CONC.

ROOF DECK,

SEE PLAN

EMBASSY ROOF HATCH,

PROVIDED BY FT. BRAGG

INSTALLED BY GC

STEEL BEAM,

SEE PLAN

L6"x6"x5/16" FRAMING, TYP.

COORDINATE OPENING

SIZE WITH ROOF HATCH

DIMENSIONS

ROOF HATCH FLANGE

PER MANUF., MOUNT

FLUSH W/ SLAB

3/16

6"

CONC. FILL

NOTE:

EMBASSY ROOF HATCH PROVIDED BY FORT BRAGG AND

INSTALLED BY GC, COORDINATE W/ FORT BRAGG RANGE

PERSONNEL AND ROOF HATCH MANUFACTURER

EMBASSY ROOF HATCH,

PROVIDED BY FT. BRAGG

INSTALLED BY GC

L6"x6"x5/16" FRAMING, TYP.

COORDINATE OPENING

SIZE WITH ROOF HATCH

DIMENSIONS

3/16

ROOF HATCH FLANGE

PER MANUF., MOUNT

FLUSH W/ SLAB

NOTE: CONSTRUCT TURN DOWN AT

PERIMETER OF OPENING IF ROOF

HATCH BID OPTION IS AWARDED

SECTION 1

ELEVATION

WHERE METAL DECK CROSSES COMPOSITE BEAM,

SHEAR STUDS SHALL BE PLACED IN DECK RIBS. TWO

STUDS PER RIB SHALL BE PROVIDED STARTING

FROM EACH END OF BEAM.

(WHERE NUMBER OF SHEAR STUDS

EXCEEDS NUMBER OF RIBS IN DECK)

PLAN PLAN

WHERE METAL DECK CROSSES COMPOSITE BEAMS, SHEAR

STUDS SHALL BE PLACED AT RIBS, ONE STUD PER RIB SHALL

BE PROVIDED AT ENDS OF BEAM AS SHOWN WITH THE

REMAINDER EQUALLY SPACED AT 24" MAX. SPACING.

ELEVATION

ELEVATION

(WHERE NUMBER OF SHEAR STUDS IS

LESS THAN NUMBER OF RIBS IN DECK)

(WHERE BEAMS FRAME INTO GIRDER)

CASE 1 CASE 2 CASE 3

CENTER OF BEAM

(8) (6)

(6)

INTERSECTING BEAM

INTERSECTING

BEAM

EXAMPLE OF SHEAR STUD

QTY TO BE PLACED

BETWEEN BEAMS

CENTER OF

INTERSECTING BEAMS

PLAN

TYP STUDS TO BEAM PLACEMENT FOR COMPOSITE BEAMS

(2) STUDS PER RIB

REMAINDER

(1) STUD PER RIB (2) STUDS PER RIB

(2) STUDS PER RIB

REMAINDER

(1) STUD PER RIB (2) STUDS PER RIB

STUDS EQUALLY

SPACED ABOUT ~C OF BEAM

STUDS EQUALLY

SPACED ABOUT ~C OF BEAM

STUDS SPACED

EQUALLY

STUDS

SPACED EQUALLY STUDS SPACED EQUALLY

SheetSheetSheetSheet

GGGGFFFFEEEEDDDDCCCCBBBBAAAA HHHH

GGGGFFFFEEEEDDDDCCCCBBBBAAAA HHHH

BRAGG

PUBLIC WORKS

D E

P A

R T

M E

N T

O F

T H

E A

R M

Y

D

IR

E C

T O

R A

T E

O F

P U

B L

IC

W

O R

K S

F O

R T

B R

A G

G N

O R

T H

C A

R O

L

IN

A

D a te

D a te

D a te

D a te

D e s c ri p ti o n

D e s c ri p ti o n

D e s c ri p ti o n

D e s c ri p ti o n

R e v

R e v

R e v

R e v

D e s ig n e d

B y

D e s ig n e d

B y

D e s ig n e d

B y

D e s ig n e d

B y

D ra w n

B y

D ra w n

B y

D ra w n

B y

D ra w n

B y

C h e c k e d

B y

C h e c k e d

B y

C h e c k e d

B y

C h e c k e d

B y

R e v ie w e d

B y

R e v ie w e d

B y

R e v ie w e d

B y

R e v ie w e d

B y

D a te

D a te

D a te

D a te

D ra w in g

N u m b e r:

D ra w in g

N u m b e r:

D ra w in g

N u m b e r:

D ra w in g

N u m b e r:

P ro je c t N u m b e r:

P ro je c t N u m b e r:

P ro je c t N u m b e r:

P ro je c t N u m b e r:

S c a le

S c a le

S c a le

S c a le : A S

S H O W N

A S

S H O W N

A S

S H O W N

A S

S H O W N

Sheet Reference Number of 12of 12of 12of 12NOT FOR

CONSTRUCTION

FOR OFFICIAL USE ONLY

C O

N S

T R

U C

T R

A

IS

E D

B R

E A

C H

E R

S R

O O

F

B U

IL

D

IN

G

O

C

S O

T F

T Y P

IC

A L

D E T A

IL

S

T Y P

IC

A L

D E T A

IL

S

T Y P

IC

A L

D E T A

IL

S

T Y P

IC

A L

D E T A

IL

S

S�501

J U L Y

J U L Y

J U L Y

J U L Y

J W K

J W K

J W K

J W K

100% SUBMITTAL

J W K

J W K

J W K

J W K

P M R

P M R

P M R

P M R

P M R

P M R

P M R

P M R

S F

S F

S F

S F

S&501 S&501 3/4" = 1'&0"

1 PARAPET WALL SECTION

S&501 S&501 1 1/2" = 1'&0"

2 ROOF TIE&DOWNS

0 0'&4" 0'&8" 1'&4"

SCALE: 1 1/2" = 1'&0"

0 0'&8" 1'&4" 2'&8"

SCALE: 3/4" = 1'&0"

NOT TO SCALES&501 S&501

3 METAL ROOF DECK ATTACHMENT

S&501 S&501 3/4" = 1'&0"

4 BEAM TO BEAM CONNECTION

S&501 S&501 3/4" = 1'&0"

5 BEAM TO COLUMN CONNECTION

S&501 S&501 3/4" = 1'&0"

6 BRACING ALONG GRID 3 AT CORNER

S&501 S&501 1 1/2" = 1'&0"

8 CORNER COLUMN BASE PLATE DETAIL

D P W

D P W

D P W

D P W

S&501 S&501 1" = 1'&0"

7 BID OPTION&ROOF HATCH DETAIL

0 0'&6" 1' 2'

SCALE: 1" = 1'&0"

S&501 S&501 3/4" = 1'&0"

9 COMPOSITE BEAM STUD PLACEMENT DETAIL

07.19.2016

A�201

A�201

A�201

A�201

A D

'�1

39'�10"

5'�9"

EXISTING EXTERIOR

CONC. WALLS, TYP.

EXISTING CONC.

STAIRS & LANDING

EXISTING

CONC.

STAIRS &

LANDING

EXISTING CONC.

STAIRS & LANDING

EXISTING CONC.

SITEWALL

39'�2"

'�2

13'�9" 26'�1"

'�9

/2

'�3

'�9

/2

'�0

'�2

B C

'�1

'�2

EXISTING INTERIOR NON�LOAD

BRG. WALLS, TYP.

A D

39'�2"

'�2

DEMO EXISTING WOOD FRAMED

ASPHALT SHINGLED ROOF

B C

13'�0 11/16" 13'�0 11/16" 13'�0 11/16"

'�1

'�1

SheetSheetSheetSheet

GGGGFFFFEEEEDDDDCCCCBBBBAAAA HHHH

GGGGFFFFEEEEDDDDCCCCBBBBAAAA HHHH

BRAGG

PUBLIC WORKS

D E

P A

R T

M E

N T

O F

T H

E A

R M

Y

D

IR

E C

T O

R A

T E

O F

P U

B L

IC

W

O R

K S

F O

R T

B R

A G

G N

O R

T H

C A

R O

L

IN

A

D a te

D a te

D a te

D a te

D e s c ri p ti o n

D e s c ri p ti o n

D e s c ri p ti o n

D e s c ri p ti o n

R e v

R e v

R e v

R e v

D e s ig n e d

B y

D e s ig n e d

B y

D e s ig n e d

B y

D e s ig n e d

B y

D ra w n

B y

D ra w n

B y

D ra w n

B y

D ra w n

B y

C h e c k e d

B y

C h e c k e d

B y

C h e c k e d

B y

C h e c k e d

B y

R e v ie w e d

B y

R e v ie w e d

B y

R e v ie w e d

B y

R e v ie w e d

B y

D a te

D a te

D a te

D a te

D ra w in g

N u m b e r:

D ra w in g

N u m b e r:

D ra w in g

N u m b e r:

D ra w in g

N u m b e r:

P ro je c t N u m b e r:

P ro je c t N u m b e r:

P ro je c t N u m b e r:

P ro je c t N u m b e r:

S c a le

S c a le

S c a le

S c a le : A S

S H O W N

A S

S H O W N

A S

S H O W N

A S

S H O W N

Sheet Reference Number of 12of 12of 12of 12NOT FOR

CONSTRUCTION

FOR OFFICIAL USE ONLY

C O

N S

T R

U C

T R

A

IS

E D

B R

E A

C H

E R

S R

O O

F

B U

IL

D

IN

G

O

C

S O

T F

D E M O L

IT

IO

N

A N D

P R O T E C T

IO

N

P L A N S

D E M O L

IT

IO

N

A N D

P R O T E C T

IO

N

P L A N S

D E M O L

IT

IO

N

A N D

P R O T E C T

IO

N

P L A N S

D E M O L

IT

IO

N

A N D

P R O T E C T

IO

N

P L A N S

AD�101

J U L Y

J U L Y

J U L Y

J U L Y

J W K

J W K

J W K

J W K

100% SUBMITTAL

J W K

J W K

J W K

J W K

P M R

P M R

P M R

P M R

P M R

P M R

P M R

P M R

S F

S F

S F

S F

AD�101 AD�101 1/4" = 1'�0"

2 EXISTING FLOOR PLAN

GENERAL NOTES

1.01 VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS PRIOR TO START OF WORK.

1.02 CONTRACTOR TO NOTIFY GOVT. IF EXISTING STRUCTURAL COMPONENTS ARE NOT CONSISTENT

WITH THE DESIGN INTENT/CONCEPT.

1.03 GRIDLINES ARE SHOWN ON THE STRUCTURAL DRAWINGS AND THESE REFLECT ASSUMED

ARCHITECTURAL AND STRUCTURAL DIMENSIONS. IF ACTUAL FIELD DIMENSIONS VARY, NOTIFY

GOVT.

1.04 CONTRACTOR TO VERIFY EXACT LOCATION OF ALL EXISTING STRUCTURAL COMPONENTS TO BE

CONNECTED TO NEW FRAMING PRIOR TO FABRICATION. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO VERIFY ALL EXISTING DIMENSIONS AND COORDINATE THESE DIMENSIONS

WITH THE FABRICATOR TO ENSURE COMPLIANCE WITH THE STRUCTURAL DESIGN CONCEPT.

CONTRACTOR SHALL NOTIFY GOVT. OF ANY DISCREPANCIES.

1.00 EXISTING CONDITIONS

2.01 DEMO EXISTING WOOD FRAMED ASPHALT SHINGLED ROOF TO THE TOP OF THE EXISTING WALLS.

2.00 DEMOLITION

AD�101 AD�101 1/4" = 1'�0"

1 EXISTING ROOF PLAN

0 2' 4' 8'

SCALE: 1/4" = 1'�0"

3.01 EXTERIOR AND INTERIOR PARTITION WALLS SHALL BE CLEANED AND PAINTED PER SPECIFICATION

REQUIREMENTS, REPAIR AS NEEDED.

3.00 EXISTING BUILDING

N D P W

D P W

D P W

D P W

07.19.2016

S�301A�102

S�301A�102

S�301A�102

B C

'�2

39'�2"

13'�0 11/16" 13'�0 11/16" 13'�0 11/16"

6" WIDE CONC.

PARAPET, TYP.

'�1

'�1

1/ 4"

P E

R F

T . S

LO

P

E

ROOF CRICKET, TYP.

TIE�DOWN POINTS, TYP.

(10 TOTAL AT PERIMETER),

SEE STRUCTURAL

EMBASSY STYLE

ROOF HATCH,

INCLUDE AS

BID OPTION

COLLECTOR BOX W/

4"x4" DOWNSPOUT

VERIFY

3'�8"

V E

R

IF

Y

2' �8

COLLECTOR BOX W/

4"x4" DOWNSPOUT

NEW PRE�ENG.

STEEL LADDER

4' �6

7'

�5

7' �7

4'

�4

4'�5" 10'�0" 10'�0" 10'�0" 4'�5"

S�501A�102

S�501A�102

'�4

14'�4" +/�

A�102 S�301 A�102 S�301

A�102 S�301

A�102 S�501

A�102 S�501

1. VERIFY EXISTING BUILDING DIMENSIONS AND ELEVATIONS PRIOR TO

CONSTRUCTION.

2. ALL EXISTING BUILDING COMPONENTS NOT SCHEDULED FOR

DEMOLITION SHALL BE PROTECTED DURING DEMOLITION AND

CONSTRUCTION. CONTRACTOR SHALL REPAIR OR REPLACE ANY

EXISTING BUILDING COMPONENT DAMAGED DURING CONSTRUCTION

AT NO ADDITIONAL COST TO THE GOVERNMENT.

3. COORDINATE EXACT LOCATION OF EMBASSY STYLE ROOF HATCH.

ROOF SHEET NOTES:

SheetSheetSheetSheet

GGGGFFFFEEEEDDDDCCCCBBBBAAAA HHHH

GGGGFFFFEEEEDDDDCCCCBBBBAAAA HHHH

BRAGG

PUBLIC WORKS

D E

P A

R T

M E

N T

O F

T H

E A

R M

Y

D

IR

E C

T O

R A

T E

O F

P U

B L

IC

W

O R

K S

F O

R T

B R

A G

G N

O R

T H

C A

R O

L

IN

A

D a te

D a te

D a te

D a te

D e s c ri p ti o n

D e s c ri p ti o n

D e s c ri p ti o n

D e s c ri p ti o n

R e v

R e v

R e v

R e v

D e s ig n e d

B y

D e s ig n e d

B y

D e s ig n e d

B y

D e s ig n e d

B y

D ra w n

B y

D ra w n

B y

D ra w n

B y

D ra w n

B y

C h e c k e d

B y

C h e c k e d

B y

C h e c k e d

B y

C h e c k e d

B y

R e v ie w e d

B y

R e v ie w e d

B y

R e v ie w e d

B y

R e v ie w e d

B y

D a te

D a te

D a te

D a te

D ra w in g

N u m b e r:

D ra w in g

N u m b e r:

D ra w in g

N u m b e r:

D ra w in g

N u m b e r:

P ro je c t N u m b e r:

P ro je c t N u m b e r:

P ro je c t N u m b e r:

P ro je c t N u m b e r:

S c a le

S c a le

S c a le

S c a le : A S

S H O W N

A S

S H O W N

A S

S H O W N

A S

S H O W N

Sheet Reference Number of 12of 12of 12of 12NOT FOR

CONSTRUCTION

FOR OFFICIAL USE ONLY

C O

N S

T R

U C

T R

A

IS

E D

B R

E A

C H

E R

S R

O O

F

B U

IL

D

IN

G

O

C

S O

T F

N E W

R O O F

P L A N

N E W

R O O F

P L A N

N E W

R O O F

P L A N

N E W

R O O F

P L A N

A�102

J U L Y

J U L Y

J U L Y

J U L Y

J W K

J W K

J W K

J W K

100% SUBMITTAL

J W K

J W K

J W K

J W K

P M R

P M R

P M R

P M R

P M R

P M R

P M R

P M R

S F

S F

S F

S F

A�102 A�102 1/4" = 1'�0"

1 NEW ROOF PLAN

0 2' 4' 8'

SCALE: 1/4" = 1'�0"

0 0'�6" 1' 2'

SCALE: 1" = 1'�0"

N D P W

D P W

D P W

D P W

07.19.2016

BID OPTION:

ROOF HATCH

GROUND

ELEVATION

0'�0"

T/CONC. WALL

13'�0"

AD BC

39'�2"

13'�0 11/16"13'�0 11/16"13'�0 11/16"

T/PARAPET 19'�0"

EXISTING BLDG.

TO REMAIN

NEW ROOF

SYSTEM

(FIELD VERIFY)

GROUND

ELEVATION

0'�0"

T/CONC. WALL

13'�0"

A DB C

39'�2"

13'�0 11/16" 13'�0 11/16" 13'�0 11/16"

T/PARAPET 19'�0"

NEW ROOF

SYSTEM

EXISTING BLDG.

TO REMAIN

NEW PRE�ENG.

STL. LADDER, INSTALL PER

MANUF.'S RECOMMENDATIONS

4' �0

'�0

(FIELD VERIFY)

GROUND

ELEVATION

0'�0"

T/CONC. WALL

13'�0"

13 2

24'�2"

T/PARAPET 19'�0"

3' �0

EXISTING BLDG.

TO REMAIN

NEW ROOF

SYSTEM

12'�1" 12'�1"

1/4"/ft SLOPE

(FIELD VERIFY)

GROUND

ELEVATION

0'�0"

T/CONC. WALL

13'�0"

1 32

24'�2"

12'�1" 12'�1"

T/PARAPET 19'�0"

EXISTING BLDG.

TO REMAIN

NEW ROOF

SYSTEM

1/4"/ft SLOPE

TOP OF

LANDING

(FIELD VERIFY)

SheetSheetSheetSheet

GGGGFFFFEEEEDDDDCCCCBBBBAAAA HHHH

GGGGFFFFEEEEDDDDCCCCBBBBAAAA HHHH

BRAGG

PUBLIC WORKS

D E

P A

R T

M E

N T

O F

T H

E A

R M

Y

D

IR

E C

T O

R A

T E

O F

P U

B L

IC

W

O R

K S

F O

R T

B R

A G

G N

O R

T H

C A

R O

L

IN

A

D a te

D a te

D a te

D a te

D e s c ri p ti o n

D e s c ri p ti o n

D e s c ri p ti o n

D e s c ri p ti o n

R e v

R e v

R e v

R e v

D e s ig n e d

B y

D e s ig n e d

B y

D e s ig n e d

B y

D e s ig n e d

B y

D ra w n

B y

D ra w n

B y

D ra w n

B y

D ra w n

B y

C h e c k e d

B y

C h e c k e d

B y

C h e c k e d

B y

C h e c k e d

B y

R e v ie w e d

B y

R e v ie w e d

B y

R e v ie w e d

B y

R e v ie w e d

B y

D a te

D a te

D a te

D a te

D ra w in g

N u m b e r:

D ra w in g

N u m b e r:

D ra w in g

N u m b e r:

D ra w in g

N u m b e r:

P ro je c t N u m b e r:

P ro je c t N u m b e r:

P ro je c t N u m b e r:

P ro je c t N u m b e r:

S c a le

S c a le

S c a le

S c a le : A S

S H O W N

A S

S H O W N

A S

S H O W N

A S

S H O W N

Sheet Reference Number of 12of 12of 12of 12NOT FOR

CONSTRUCTION

FOR OFFICIAL USE ONLY

C O

N S

T R

U C

T R

A

IS

E D

B R

E A

C H

E R

S R

O O

F

B U

IL

D

IN

G

O

C

S O

T F

E L E V A T

IO

N S

E L E V A T

IO

N S

E L E V A T

IO

N S

E L E V A T

IO

N S

A�201

J U L Y

J U L Y

J U L Y

J U L Y

J W K

J W K

J W K

J W K

100% SUBMITTAL

10101010

J W K

J W K

J W K

J W K

P M R

P M R

P M R

P M R

P M R

P M R

P M R

P M R

S F

S F

S F

S F

A�201 A�201

1 ISOMETRIC VIEW�PROPOSED ROOF

NOT TO SCALE

A�201 A�201 3/16" = 1'�0"

2 NORTH ELEVATION

A�201 A�201 3/16" = 1'�0"

4 SOUTH ELEVATION

A�201 A�201 3/16" = 1'�0"

3 EAST ELEVATION

A�201 A�201 3/16" = 1'�0"

5 WEST ELEVATION

0 2'�8" 5'�4" 10'�8"

SCALE: 3/16" = 1'�0"

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07.19.2016

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Sheet Reference Number of 12

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16090

705 EAST MOREHEAD STREET

CHARLOTTE, NC 28202 | 704.295.4263

NC LICENSE NO: C-2848

AME PROJECT NO:

E-001

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Sheet Reference Number of 12

FOR OFFICIAL USE ONLY

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FOR OFFICIAL USE ONLY

ISSUED FOR CONSTRUCTION

16090

705 EAST MOREHEAD STREET

CHARLOTTE, NC 28202 | 704.295.4263

NC LICENSE NO: C-2848

AME PROJECT NO:

E-101

LE

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E-101 3/16" = 1'-0"

1 ELECTRICAL - FLOOR PLAN - DEMOLITION

3/16" = 1'-0"

2 ELECTRICAL - FLOOR PLAN - NEW

0 2'-8" 5'-4" 10'-8"

SCALE: 3/16" = 1'-0"

E-101 12