A.01.13_Drawings_16R0012.pdf

PDF 33 MB Posted Jul 29, 2016

Attached to: Field Office Repairs & Additions Federal contract opportunity
Solicitation number: W9127S-16-R-0012
Issued by: Department of the Army Corps of Engineers Engineering District Little Rock

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Little Rock District

FAULKNER COUNTY, ARKANSAS

NAVIGATION SYSTEM

McCLELLAN-KERR ARKANSAS RIVER

TOAD SUCK FERRY FIELD OFFICE

FIELD OFFICE REPAIRS AND ADDITION

JUNE 2016

CONTRACT NO. W9127S-16-X-XXXX

SOLICITATION NO. W9127S-16-R-0012

PN 450618

US Army Corps of Engineers

Little Rock District

G-001

P R

O J E

C T L

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N A

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E X

PROJECT LOCATION

PROJECT LOCATION MAP

W P J

C A

N P

Drawing Ref. No.

10935-62/

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Serial No.

Drawing Code/

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N D

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C R I

P T I

O N

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T R

A C

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1 2 3 4 5 6

F A

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N A

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Y S

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F F

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S A

N D A

D D

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N E

CLEARWATER

Poplar Bluff

Rolla

OOLOGAH

Joplin

Springfield

MISSISSIPPITEXAS

KANSAS

Branson Forsyth

Texarkana

Red River

GREESON

MILLWOOD

DeQueen

DEQUEEN

GILLHAM

DIERKS

OUACHITA

Hot Springs

Dardanelle

WISTER

EUFAULA

Muskogee

FORT

GIBSON

TABLE ROCK

PENSACOLA

MARKHAM

FERRY

16O

Pocahontas

Newport

Greenwood

Helena

LOCK 2

LITTLE

ROCK

L&D 5

L&D 4

L&D 3

L&D 1DAM 2

Pine Bluff

McGehee

El Dorado

Camden

A N

(N E

O S

H O

TENN

BLUE MT

Russellville

OZARK L&D

L&D 13

DARDANELLE L&D

TENKILLER

FERRY

NIMROD

Conway

NORFORKMT

HOME

BULL

SHOALS

BEAVER

Harrison

Fayetteville

LAKE O'

THE OZARKS

POMME

DE TERRE

S T F

R A

N C

E R

Cape Girardeau

Clarksdale

West Plains

Memphis

Holly Springs

TOAD SUCK FERRY

L&D

MISSOURI

MURRAY

L&D

GREERS

FERRY

O u a h ita c

ARKANSAS

W H

E R

Batesville

DAVID D TERRY

Ft. Smith

WAPPAPELLO

SCALE OF MILES

50 100050

PROJECT VICINITY MAP

Little Rock District

G-002

W P J

N H

S C

O P

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N P

L A

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

SCOPE DEFINITION PLAN

12'

SCOPE BOUNDARY

6'3'

ADDITION

OFFICE STRUCTURE

EXISTING

ATRIUM

KEYED SCOPE DEFINITION NOTES:

W P J

WORK" SPECIFICATION, PARAGRAPH 1.1.1.

KEYED SCOPE DEFINITION NOTES THIS SHEET AND "THE SUMMARY OF

BOUNDARY INDICATED ON THE SCOPE DEFINITION PLAN THIS SHEET, THE

EXTENT OF THE CONTRACT SCOPE OF WORK IS DEFINED BY THE SCOPE 1.

CONTRACT SCOPE DEFINITION:

1210 11 12

STRUCTURE. REF DRAWING E-603.

EXTEND TELECOMMUNICATION SYSTEM TO OFFICE ADDITION FROM EXISTING

OFFICE ADDITION. REF DRAWING E-603.

PROVIDE ACCESS CONTROL SYSTEM IN EXISTING STRUCTURE AND EXTEND TO

EXTEND TO OFFICE ADDITION. REF DRAWING E-603.

PROVIDE FIRE DETECTION AND ALARM SYSTEM IN EXISTING STRUCTURE AND

ES-101.

PANELBOARD, OFFICE ADDITION AND EXISTING STRUCTURE. REF DRAWING

PROVIDE ELECTRICAL LINES FROM EXISTING PAD MOUNT TO NEW

DRAWING M-101 and CS-101.

PROVIDE GAS LINE FROM FROM EXISTING METER TO NEW ADDITION. REF

DEMOLISH EXISTING WINDOW AND INFILL OPENING. REF DRAWING A-101.

NEW DOOR. REF DRAWING A-101.

DEMOLISH EXISTING EXTERIOR DOOR, RELOCATE THE OPENING, AND PROVIDE

PROVIDE ROOF RIDGE VENT. REF DRAWING A-201

REF SHEET A-201.

DEMOLISH AND REPLACE EXISTING ROOF SHINGLES.

THE EXISTING STRUCTURE. REF DRAWING A-201.

DEMOLISH AND REPLACE EXISTING FASCIA AND SOFFIT ENTIRE PERIMETER OF

REF DRAWING A-201.

EXTEND ROOF RIDGE OF NEW ADDITION TO INTERSECTION OF EXISTING ROOF.

PROVIDE GABLE END ROOF. REF DRAWING A-201.

Drawing Ref. No.

10935-62/

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Serial No.

Drawing Code/

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Little Rock District

OFFICE

FIELD

EXISTING

REMAINS

SIDEWALK

EXISTING

ADDITION

OFFICE

PROPOSED

CS-101

E P

L A

M F

C A

SCALE: 1"=20'

CIVIL SITE PLAN

N A

1:12 MAX

A X

11 1/2 '

EXISTING FENCE REMAINS

REMOVE 2 TREES

M A

6 1/2 '

LOCATION

FLAGPOLE

NEW

SIDEWALK AND RAMP

SAW CUT AND REMOVE EXISTING

TO EXISTING

TO CONNECT

INSTALL TEE

SECTION 705

SYSTEM PER ICC A117.1,

DETECTABLE WARNING

GAS LINE

EXISTING 1"

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

DETAIL

CS101

4 1/2 '

PROVIDE NEW WHEEL STOPS

EXISTING SIDEWALK AND CURB

PROVIDE NEW WHEEL STOPS

40'0 20'10'

0 4' 8' 16'

NEW 3/4" GAS LINE

NEW TAPERED CURB WITH RAMP

SIDEWALK

DEMOLISH EXISTING

DRAIN

GRADE TO

KEYED NOTES:

GENERAL NOTES:

EXPANSION JOINT

JOINT

EXPANSION

EXPANSION JOINT

JOINT

EXPANSION

CONTRACTION JOINT (TYP)

CONTRACTION JOINT EVERY 6'

BEHIND EXISTING CURB.

CONSTRUCT NEW SIDEWALK

PROVIDE NEW SIDEWALK

BARRIER-FREE RAMP

SIDEWALK AND

PROVIDE NEW

RESTRIPING.

WITH THE EXCEPTION OF THE SIDEWALK/CURB WORK AND PARKING

4. CONSTRUCTION ACTIVITIES ARE TO BE LIMITED TO NON-PAVED AREAS,

FROM THE CONTRACTING OFFICER.

NECESSARY FOR CONSTRUCTION, ONLY UPON RECEIPT OF APPROVAL

3. THE CONTRACTOR MAY REMOVE ADDITIONAL TREES AND/OR LIMBS

AND RESODDED. 4" MINIMUM TOPSOIL THICKNESS REQUIRED.

ALL DISTURBED AREAS SHALL BE GRADED TO DRAIN, TOPSOIL PROVIDED 2.

SEE ES-001 FOR ELECTRICAL SITE PLAN.1.

MATCH EXISTING SIDEWALK WIDTH

SPECIFICATION.

POSTS. PAINT HANDICAP SYMBOL ON PAVEMENT MEETING ASHTD PAINT

PROVIDE TWO HANDICAP SIGNS (R7-8), ONE VAN ACCESSIBLE SIGN (R7-8A) AND

SEE SHEET C-502 FOR RAMP DETAIL.

BASE DETAILS SHEET C-501.

EXISTING FLAGPOLE TO BE REMOVED AND REINSTALLED IN NEW LOCATION SEE

SIDEWALKDS SHALL BE 6 FT. WIDE. SEE SHEET E-501 FOR DETAILS.

SHALL MATCH EXISTING WIDTH (ESTIMATED 6 FT. WIDE). ALL OTHER NEW

NEW SIDEWALK AND RAMPS ALONG THIS EXISTING SIDEWALK EXISTING AXIS

NEAR PARKING AREA.

TO INSTALL OTHER DRAINAGE MEASURES TO ENSURE POSITIVE DRAINAGE

GRADE TO DRAIN WITH SWALE AS REQUIRED. CONTRACTOR MAY BE REQUIRED

SLOPE AWAY FROM BUILDING 5% FOR 10 FEET ON ALL SIDES.

Drawing Ref. No.

10935-62/

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Serial No.

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Little Rock District

C-501

M C

C A

D a te

N P

G C

E T

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

FLAG POLE ELEVATION

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

FLAG POLE FOUNDATION

COMPOUND 2" DEEP

WATER PROOF

STEEL PLATE

1/4" WELDED

CONCRETE MIN.

B D

BALL FINIAL

REVOLVING TRUCK

MEAL FLAGSTAFF

TAPERED

APPROXIMATELY 25% OF AREA OF BASE PLATE.

SIZE OF SUPPORT PLATE ATTACHED TO GROUND SPIKE,

FOOTING EQUIVALENT TO FOOTING THICKNESS

BASE PLATE OF FOUNDATION TUBE, DEPTH BELOW

LENGTH OF LIGHTNING GROUND SPIKE ATTACHED TO

FOUNDATION TUBE.

6-INCH LARGER SQUARE THAN INSIDE DIAMETER OF

SIZE OF BASE PLATE OF FOUNDATION TUBE, AT LEAST

30 INCHES)

OUTSIDE BUTT DIAMETER OF POLE (MINIMUM DIAMETER,

DIAMETER OF FOUNDATION, TOP, AT LEAST FIVE TIMES

DIAMETER, 24 INCHES)

TIMES OUTSIDE BUTT DIAMETER OF POLE (MINIMUM

DIAMETER OF FOUNDATION, BOTTOM, AT LEAST FOUR

FOUNDATION PLUS THICKNESS OF FOOTING.

DEPTH OF EXCAVATION, DISTANCE OF POLE IN

THICKNESS, 4 INCHES)

15% IN INCHES OF POLE HEIGHT IN FEET (MINIMUM

THICKNESS OF FOOTING UNDER BASE PLATE, AT LEAST

HEIGHT OF POLE

DISTANCE OF POLE IN FOUNDATION, 10% OF EXPOSED

DIAMETER OF FLAGPOLE

APPROXIMATELY 3 INCHES LARGER THAN OUTSIDE BUTT

INSIDE DIAMETER OF FOUNDATION TUBE,

WELDED TO SPIKE

PLATE SUPPORT

STEEL WEDGES

FOUR WELDED

STEEL TUBE

CORRUGATED

16 GAUGE GALV.

PACKED DRY SAND

FILL SPACE WITH

WEDGES

FOUR HARDWOOD

SCALE: NTS

SIDEWALK DETAIL

KEYED NOTES

SEE DETAIL B

NEW SIDEWALK

Drawing Ref. No.

10935-62/

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D ra w n b y

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C -5

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Serial No.

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IN TURF AREAS

3/4" CHAMFER

TURF AREAS

FINISH GRADE

6"x6" W2.9xW2.9 WWF

PAVED AREAS

FLUSH AT

NOTES:

JOINT AND FINISH

FLUSH WITH PAVEMENT AREAS

CONCRETE SIDEWALK @ TURF OR

JOINT FILLER

PREMOLDED

SEE PLANS

WIDTH VARIES

1/2"

1/2" R

3/8" T O

1/8" TO 1/4"

1/2" R

3/8" T O

TROWELED PERIMETER

4" WIDE, SMOOTH

BROOMED FINISH

SIDEW

ALK

(SIDEWALK)

EXPANSION JOINT

(SIDEWALK)

CONTRACTION JOINT

JOINT SEALANT

IN SIDEWALK

EXPANSION JOINT

IN SIDEWALK

CONTRACTION JOINT

1. PROVIDE CONTRACTION (SAWED)

JOINTS AT INTERVALS NOT IN

EXCESS OF 6' O.C. OR AS SHOWN

ON PLAN.

2. EXPANSION JOINTS SHALL BE

PLACED AS SHOWN ON THE

PLANS.

3. SIDEWALK ADJACENT TO

BUILDING TO HAVE MINIMUM

TRANSVERSE SLOPE OF 1%

AWAY FROM BUILDING.

4. 1/2 " EXPANSION JOINT MATERIAL

AT ALL LOCATIONS WHERE NEW

CONCRETE ABUTS EXISTING OR

NEW STRUCTURES AND AT ALL

CHANGES IN DIRECTION OF

SIDEWALK.

DENSITY (ASTM D 1557)

TO 95% OF LABORATORY MAXIMUM

6" RAW SUBGRADE COMPACTED

CONCRETE PAD.

THAN THE SIDEWALK OR

COURSE, PLACE 4" WIDER

CLASS 7, AGGREGATE BASE

4" ASHTD, SECTION 303,

Little Rock District

C-502

M C

C A

D a te

N P

SCALE: NTS

PEDESTRIAN CURB RAMP DETAILS

P E

D E

S T

N C

U R

B R

A M

P D

E T

Drawing Ref. No.

10935-62/

S u b m it te d b y

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Serial No.

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5%5%

THE PATH CROSSES A ROAD.

DETECTABLE WARNING ACROSS THE ENTIRE WIDTH OF PATH WHEN

IN THE PATH OF TRAVEL. SHARED USE PATHS SHALL HAVE

WARNINGS SHALL CONTINUOUSLY EXTEND FOR A MINIMUM OF 24" 4.

RAMPS.

4' MINIMUM WIDTH OF DETECTABLE WARNING IS REQUIRED FOR ALL 3.

TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE.2.

SIDEWALK/ROADWAY GRADES.

ALL SLOPES ARE ABSOLUTE, RATHER THAN RELATIVE TO 1.

SETBACK 3" MINIMUM TO 6" MAXIMUM FROM THE BACK OF CURB.

THE BACK OF CURB. RADIAL DETECTABLE WARNINGS SHALL BE

RECTANGULAR DETECTABLE WARNINGS SHALL BE SETBACK 3" FROM

ADJACENT SIDEWALK. JOINT SHALL BE FREE OF DEBRIS.

FILLER SHALL BE PLACED FLUSH WITH THE BACK OF CURB AND

1/2" PREFORMED JOINT FILLER MATERIAL AASHTO M 213. JOINT

AREA.

DETECTABLE WARNINGS SHALL BE PART OF THE 4' X 4' LANDING

FULL CURB HEIGHT.

GUTTER AND REPLACED AT REQUIRED SLOPE, FLUSH WITH GUTTER.

0" CURB HEIGHT. EXISTING CURB WILL BE REMOVED SEPERATE FROM

PARALLEL

4' MIN.

REQUIRED LANDING

1/4" R

GUTTER

CURB AND

CURB OR

SECTION C-C

PARALLEL

0.02 FT./FT. MAX.

GENERAL NOTES:

KEYED NOTES:

WALK

CONCRETE

Little Rock District

A-101

OFFICE

WOMEN

108 107

KITCHEN

JANITOR

MEN

SUPPLY/COMM

W P J

D e s ig n e d b y

D a te

MECH

K R I

A-301

PLAN

NORTH

OFFICE

WOMEN

108 107

KITCHEN

CONFERENCE/BREAK RM

JANITOR

MEN

SUPPLY/COMM

CORRIDOR

MECH

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

FLOOR PLAN - BUILDING UPGRADE

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

41'-6"

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

FLOOR PLAN - DEMOLITION

RANGER'S OFFICE

A-301

D E

M O

N A

N D U

P G

R A

D E P

L A

N S

R .O

D O

O R

101 102 103

110 108 107

(O U

T T

O O

U T O

F V

E S

U L E

6'-0"2'-8"18'-10"3'-4"10'-8"

CORRIDOR

S-503

A-502

S-503

4' 8'0 2'

PLAN

NORTH

A-502

GENERAL DEMOLITION NOTES

AND SOFFIT.

PERIMETER OF BUILDING. PREPARE FOR NEW METAL FASCIA

DEMOLISH EXISTING WOOD FASCIA AND SOFFIT AT ENTIRE 2.

DOWN TO THE BARE WOOD DECK.

DEMOLISH EXISTING ROOF SHINGLES, FELTS AND FLASHINGS 1.

ROOF ENDS. REF STRUCTURAL.

OF BUILDING AS REQUIRED FOR NEW GABLE

FACE OF BRICK ON NORTH AND SOUTH SIDES

CUT OVERHANG DECK AND RAFTERS BACK TO

CUT OPENING AS REQUIRED FOR NEW DOOR

ALUMINUM DOOR FRAME.

ENLARGE OPENING AS REQUIRED FOR

DEMOLISH EXISTING WINDOW AND TRIM.

KEYED DEMOLITION NOTES

REF SHT A-301 FOR DETAILS.

PERFORATED METAL SOFFIT ON EXTERIOR AS INDICATED.

2. PROVIDE PREFINISHED METAL FASCIA AND PREFINISHED

DETAILS E & F ON SHT A-301 FOR DETAILS.

1. PROVIDE SHINGLE ROOF SYSTEM AS INDICATED. REF

GENERAL UPGRADE NOTES

MASONRY.

IN FILL WITH 11" THICK STUD WALL. DO NOT IN FILL WITH

PROVIDE ALUMINUM DOOR AND FRAME AS INDICATED.

KEYED UPGRADE NOTES

Drawing Ref. No.

10935-62/

S u b m it te d b y

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Serial No.

Drawing Code/

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1 2 3 4 5 6

F A

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A-502

A-502 of Engineers

US Army Corps

Little Rock District

6"3" 3"

2" 2"

1'-0"

5 1/2"5 1/2"

27'-8"

1'-0"

10'-0"5'-4"10'-4"1'-0"

27'-8"

1'-0"

10'-0"5'-4"10'-4"1'-0"

12'-0"

12'-4"3'-4"12'-0"

4'-0"4'-0" 4'-0" 4'-0"

4'-0"12'-0"4'-0"4'-0" 4'-0"

1'-3"

C L

18" CLR

A-102

F L

O O

R P

L A

N A

N D S

C H

E D

U L E

SQUARE FOOTAGE

OFFICE

ATRIUM

MECH RM

ELEC RM

W P J

D e s ig n e d b y

D a te

ROOM FINISH SCHEDULE

NAME

ROOM

NO.

ROOM

OFFICE

FLOOR

FINISH BASE FINISH

CEILING

COMMENTS

CONF/BREAK RM

OFFICE

JANITOR

CORRIDOR

SUPPLY/COMM

MEN'S TOILET

WOMEN'S TOILET

KITCHEN

MECHANICAL

OFFICE111

ATRIUM

CORRIDOR

OFFICE

C.T.

C.C.T

FINISH

WALL

PGB PGB

PGB

PGB PGB

C.T.

C.T. C.T.

E.C.

VCT

PGB

NO.

DOOR

DOOR SCHEDULE

SIZE

DOOR

TYPE

MATERIAL

DOOR FRAME

3'-0" X 7'-0"

3'-0" X 6'-8"

NESS

THICK-

G.A.

WOOD

ALUM

METAL

SET

HDWARE

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

DOOR TYPES

1 3

205 208

K R I

A-301

VCT

E.C.

METAL

METAL3'-0" X 6'-8"

STOR RM

OFFICE

CORRIDOR

209204

A-201

PLAN

NORTH

PGB

OFFICE

MECHANICAL RM

STORAGE RM

ELECTRICAL RM

C.T.

PGB N & S WALL, GLAZED E &W WALLS

3'-0" X 6'-8"

WOOD

METALH.M.

METAL

METAL3'-0" X 6'-8"

FLOOR AREA OF NEW ADDITION - 1,094 SQ FT

FLOOR AREA OF BUILDING UPGRADE - 1,328 SQ FT

GLASS

" SAFETY4

101 3'-0" X 6'-8" "4 31 4

3'-0" X 6'-8" G.A. ALUM

WOOD

210 3'-0" X 6'-8" "4

31 METALH.M.

203A 4'-0" X 6'-8" WOOD6 METAL

204A 4'-0" X 6'-8" METALWOOD6

203A204A

GLASS

" SAFETY4

5 6

SILL

DETAIL NO.

JAMB HEAD

SMST ----

---- AHAJ

EJ EH

IT IJ IH

IJ IH

IT IJ IH

IJ IH----

EJ EHET

102 "4 31 4

103 "4 31 4

104 "4 31 4

3'-0" X 6'-8"

105 3'-0" X 7'-0" "4 31 3

106 "4

107 "4

108 "4

3'-0" X 6'-8"

109 "4

110 "4 31 5

111 "4

3'-0" X 7'-0"

3'-0" X 6'-8"

WOOD WOOD

G.A. ALUM ---- AHAJ

METALH.M.

"4 31 4

3'-0" X 6'-8"

WOOD WOOD

WOOD

METALH.M.

WOOD WOOD ---- ---- ---- ETR

PLAN

SECTION WIRE MESH

6/6 X 10/10

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

SPLASH BLOCK DETAIL

OF ROOF

PERIMETER

OF ROOF

PERIMETER

CPT RB

C.T. C.T.

CPT RB

C.T.

RBCPT

EXISTING ROOM FINISHES TO REMAIN

SCHEDULE OF HARDWARE SETS

ETR

HW-2

HW-1

HW-2

HW-5

HW-8

HW-5

HW-8

HW-5

HW-4

HW-6

HW-7

HW-3

HATCH

CEILING

30" X 30"

A-301

C.C.T.

PGB PGB

IS OPEN TO ATTIC.

THERE IS NO CEILING IN MECHANICAL ROOM, IT B.

BE SUBMITTED FOR APPROVAL.

QUALITY FROM OTHER MANUFACTURES MAY

FOR REFERENCE ONLY. PRODUCTS OF EQUAL

MANUFACTURERS CALLED OUT HEREIN ARE A.

FINISH NOTES:

REF. FINISH NOTE "B"

1' 2'0 6"4' 8'0 2'

4' 8'0 2'

A-301

A-502

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

FLOOR PLAN - ADDITION

GLAZING

INSUL. LOW E

W/ DOUBLE PANE

GLAZED DOOR

ALUM MED STILE

PLATE

METAL KICK

VISION LITE AND

H.M. DOOR W/

INSULATED

WOOD DOOR

SOLID CORE

DOUBLE

KICK PLATE

W/ METAL

WOOD DOOR

SOLID CORE

KICK PLATE

AND METAL

W/ VISION LITE

WOOD DOOR

SOLID CORE

BUILDING

EXISTING

CPT

SP - SPLASH BLOCK

RECOMMENDED STANDARD

MANUF REC STD - MANUFACTURER'S

RB - RUBBER WALL BASE

CPT - CARPET TILES

F.F. - FACTORY FINISH

E.C. - SEALED EXPOSED CONC

VCT - VINYL COMPOSITION TILE

C.C.T. - COVED CERAMIC TILE

C.T. - CERAMIC TILE

PGB - PAINTED GYPSUM BOARD

H.M. - HOLLOW METAL DOOR

G.A. - GLAZED ALUMINUM DOOR

ETR - EXISTING TO REMAIN

ABBREVIATIONS

SP SP

SPSP

SP SP

KICK PLATE

AND METAL

W/ MTL LOUVER

H.M. DOOR

INSULATED

THRESHOLD - BHMA J32120

PERIMETER INSULATION - BHMA R5Y155

SWEEP - BHMA R0Y536

RAIN DRIP - BHMA R0Y976

KICK PLATE - BHMA J102

SILENCER - BHMA L03011

DOOR STOP - BHMA LO2262

CLOSER - BHMA C02012

DEAD BOLT - BHMA E2151

LOCKSET - BHMA F81

EXIT DEVICE - BHMA TYPE 01, FUNCTON 08

PR - BHMA NRP A5112 2

1HINGES - 1

HW-3 (DOOR 210)

EXTRUDED ALUM W/ RIBBED SURF

THRESHOLD (DR 111 ONLY) -

DOOR STOP - PER MANUF REC STD

PERIMETER INSULATION - REF SPEC 08 41 13

CYLINDER/THUMB TURN - PER MANUF REC STD

EXIT DEVICE - PER MANUF REC STD

PULL - PER MANUF REC STD

CLOSER - PER ANSI/BHMA A156.4

PR - BHMA A51112

1HINGES - 1

HW-2 (DOOR 111, 202)

THRESHOLD - EXTR ALUM W/ RIBBED SURF

DOOR STOP - PER MANUF REC STD

RAIN DRIP - REF SPEC 08 41 13

PERIMETER INSULATION - REF SPEC 08 41 13

DEAD LOCK - REF SPEC 08 41 13

CYLINDER/THUMB TURN - PER MANUF REC STD

EXIT DEVICE - PER MANUF REC STD

PULL - PER MANUF REC STD

CLOSER - PER ANSI/BHMA A156.4

PR - BHMA NRP A51112

1HINGES - 1

HW-1 (DOOR 201)

A-502

A-201

METAL HW-5

NOTE: DOORS AND FRAMES No.101-110 ARE EXISTING.

LEVER HADLES.

HARDWARE SHALL RECIEVE ADA COMPLIANT

ALL INTERIOR DOORS NOT RECEIVING PANIC

NOTE:

(A D

(ADA)

(A D

THESE DOORS AND ASSOCIATED DOOR HARDWARE

ARE NOT IN THE SCOPE OF WORK.

MAGNETIC CATCH - 1 EA - BHMA E09011

DOOR STOP - 1 PR - BHMA LO2262

NO KNOB INSIDE, NO LATCH

KNOB - 2 EA - RIGID KNOB OUTSIDE,

HINGES - 3 PR - BHMA A5113

HW-8 (DOUBLE DOOR 203A, 204A)

KICK PLATE - BHMA J102

SILENCER - 3 EA - BHMA L03011

DOOR STOP - BHMA L02262

LOCKSET - BHMA F86

PR - BHMA A5112 2

1PAIR HINGES - 1

HW-7 (DOOR 209)

KICK PLATE - BHMA J102

SILENCER - 3 EA - BHMA L03011

DOOR STOP - BHMA L02262

LOCKSET - BHMA F75

PR - BHMA A5112 2

1HINGES - 1

HW-6 (DOOR 208)

KICK PLATE - BHMA J102

SILENCER - 3 EA - BHMA L03011

DOOR STOP - BHMA L02261

LOCKSET - BHMA F82

PR - BHMA A51122

1HINGES - 1

HW-5 (DOOR 203, 204, 205, 206)

THRESHOLD - BHMA J32120

PERIMETER INSULATION - BHMA R5Y155

SWEEP - BHMA R0Y536

RAIN DRIP - BHMA R0Y976

KICK PLATE - BHMA J102

SILENCER - 3 EA - BHMA L03011

DOOR STOP - BHMA L02262

LOCKSET - BHMA F86

PR - BHMA NRP A51122

1HINGES - 1

HW-4 (DOOR 207)

NOTE: ROOMS 101-111 ARE EXISTING AND NOT IN THE SCOPE OF WORK.

MINERAL FIBER BLANKET INSULATION.

ALL NEW INTERIOR WALLS SHALL RECEIVE E.

ARE NOMINAL.

BRICK OR TO FACE OF STUD. ALL DIMENSIONS

ALL FLOOR PLAN DIMENSIONS ARE TO FACE OF D.

FLOOR PLAN OF EXISTING BUILDING.

REFERENCE FLOOR PLAN ON SHT A-101 FOR C.

EXISTING BUILDING.

DRAWINGS FOR FURTHER DESCRIPTION OF

HEREIN AS WELL AS ATTACHED AS-BUILT

B. REFERENCE PHOTOGRAPHS CONTAINED

COMMENCEMENT OF CONSTRUCTION.

DIMENSIONS SHALL BE VERIFIED PRIOR TO

A. ALL EXISTING SITE CONDITIONS AND

GENERAL NOTES:

Drawing Ref. No.

10935-62/

S u b m it te d b y

R e v ie w e d b y

D ra w n b y

D e s ig n e d b y

D a te

S o li c it a ti o n N o

W S -1

-R -0

C o n tr a c t

N o

-J

U L -2

H c iv il \a q \a q a \4

\a q a

A -1

.d g n

M E

D D

C Y

C h ie f, G e n e ra l E n g in e e ri n g S e c ti o n

Serial No.

Drawing Code/

T L E R

O C

A R

K A

N S

A S

T L E R

O C

K D

T R

U S A

R M

Y C

O R

P S O

F E

N G

E E

R S

D A

T E

A C

N D

E S

C R I

P T I

O N

M A

R K

T R

A C

G N

1 2 3 4 5 6

F A

U L

K N

E R C

O U

N T

A R

K A

N S

A S

N A

A T

N S

Y S

T E

M c C

L E

L L

A N -K

E R

R A

R K

A N

S A

S R

E R

T O

A D S

U C

K F

E R

R Y

L D O

F F

E R

E P

S A

N D A

D D

J U

N E

FINISH FLOOR

CEILING ELEVATION

FINISH FLOOR

CEILING ELEVATION

1 1

A-3016 10

EAST ELEVATION

SCALE 1/4"=1'-0"

WEST ELEVATION

SCALE 1/4"=1'-0"

SOUTH ELEVATION

SCALE 1/4"=1'-0"

1 1

GLAZING

EFFICIENT STOREFRONT

NEW ATRIUM W/ ENERGYOFFICE ADDITION UPGRADE EXISTING OFFICE

11 11 11 11

A-201

SECTION AT ATRIUM

SCALE 1/4"=1'-0"

A-301

FINISH FLOOR

CEILING ELEVATION

A-502

4' 8'0 2'

SCALE: 1/4"=1'0"

A-501

A-301

ROOF MANUF

PRE-FABRICATED CONT RIDGE VENTILATOR BY

FACE BRICK TO MATCH EXISTING

MATCH NEW CONSTRUCTION SHINGLES.

BUILDING AND REPLACE WITH SHINGLES TO

DEMOLISH ROOF SHINGLES ON EXISTING

TIMBERLINE ARMORSHIELD II OR EQUAL)

SHINGLES W/ LIFE TIME WARRANTY. (GAF

CLASS H, TYPE 1 FIBERGLASS ASPHALT

HARDWARE SHALL BE ADA COMPLIANT.

METAL FRAME AND HARDWARE. DOORS AND

ENERGY EFFICIENT HOLLOW METAL DOOR WITH

FRAME AND LOW E INSULATED GLAZING

ENERGY EFFICIENT WINDOW WITH ALUMINUM

A-301

REF ELECTRICAL

UP-LIGHTS -

PLACE FOAM INSULATION.

SHALL BE FULLY FILLED WITH SPRAYED IN

ALL CAVITIES BETWEEN JOISTS ABOVE ATRIUM

PROVIDE EXTERIOR LIGHTING. REF ELECTRICAL.

NOT USED

DOWNWPOUTS AND PROVIDE NEW.

DEMOLISH EXISTING GUTTER AND

EXISTING METAL DOOR TO REMAIN

EXISTING WINDOW TO REMAIN

CONSTRUCT GABLE END ROOF

ALUMINUM GLAZED DOOR.

PANE ENERGY EFFICIENT GLAZING WITH

ALUMINUM STOREFRONT FRAME AND DOUBLE

DOWNSPOUTS W/ SPLASH BLOCKS.

METAL GUTTERS

of Engineers

US Army Corps

Little Rock District

KEYED NEW CONSTRUCTION NOTES

A-201

B U

G E

L E

V A

N S

W P J

K R I

Drawing Ref. No.

10935-62/

S u b m it te d b y

R e v ie w e d b y

D ra w n b y

D e s ig n e d b y

D a te

S o li c it a ti o n N o

W S -1

-R -0

C o n tr a c t

N o

-J

U L -2

H c iv il \a q \a q a \4

\a q a

A -2

.d g n

M E

D D

C Y

Serial No.

Drawing Code/

T L E R

O C

A R

K A

N S

A S

T L E R

O C

K D

T R

U S A

R M

Y C

O R

P S O

F E

N G

E E

R S

D A

T E

A C

N D

E S

C R I

P T I

O N

M A

R K

T R

A C

G N

1 2 3 4 5 6

F A

U L

K N

E R C

O U

N T

A R

K A

N S

A S

N A

A T

N S

Y S

T E

M c C

L E

L L

A N -K

E R

R A

R K

A N

S A

S R

E R

T O

A D S

U C

K F

E R

R Y

L D O

F F

E R

E P

S A

N D A

D D

J U

N E

12'-0"

17'-0"

6'-0"4'-10

5'-0"

REF ELEC

CEILING FAN -

1'-8" 11'-0"

4'-0"

1'-8"

4'-0"

9'-10"

FOR INSTALLATION OF ROOF AT NEW ADDITION

ASSOCIATED TRUSSES ONLY WHERE REQUIRED

DEMOLISH EXISTING ROOF DECK AND

OTHERWISE

DEMOLISH FLOOR FINISH UNLESS INDICATED

BLOCK.

DEMOLISH GUTTER, DOWNSPOUT, AND SPLASH

SHINGLES.

SHINGLES TO MATCH NEW CONSTRUCTION

DEMOLISH ROOF SHINGLES AND REPLACE WITH

OTHERWISE.

EXISTING BRICK TO REMAIN UNLESS INDICATED

DEMOLISH WOOD SOFFIT AND FASCIA .

DEMOLISH WOOD BASE.

INSULATION TO REMAIN.

EXISTING WOOD STUD WALL AND BLANKET

WALLBOARD TO REMAIN.

DEMOLISH WOOD PANELING. GYPSUM

DEMOLISH BLANKET INSULATION

GYPSUM BOARD CEILING TO REMAIN.

A-301

S-503

GYP BD CEILING.

NO AIR POCKETS BETWEEN ROOF DECK AND

CAVITES SHALL BE ENTIRELY FILLED LEAVING

WALL BOARD TO SECURE THE INSULATION.

SIDE FLUSH WITH JOISTS, THEN FASTEN THE

INSULATION FROM BENEATH. SCREED BOTTOM

ATRIUM TO BE FILLED W/ FOAMED IN PLACE

CAVITIES BETWEEN ROOF JOISTS ABOVE

INSULATED GLAZING

ALUM SINGLE HUNG WINDOW WITH LOW E

2X4 WOOD STUDS AT 16" O.C.

WOOD BEAMS. REF STRUCT.

LONG SPAN WOOD JOISTS SUPPORTED BY

SCHEDULED FLOOR FINISH

WOOD ROOF DECK (REF STRUCT)

BUILDING WRAP OVER 1/2" GYPSUM SHEATHING

WOOD TRUSSES (REF STRUCT)

OUTRIGGERS (REF STRUCT)

CONCRETE SPLASH BLOCK

METAL GUTTER AND DOWNSPOUT

RUBBER BASE OR CERAMIC TILE COVE BASE

2X6 WOOD STUDS AT 16" O.C.

30" E.W.

FACE BRICK WITH ADJUSTABLE METAL TIES AT

R-19 BLANKET INSULATION

SUBSTRATE

METAL FASCIA OVER TREATED WOOD

TREATED WOOD BLOCKING

PERFORATED METAL SOFFIT SUPPORTED BY

WOOD INSULATION STOP

R-38 BLANKET INSULATION

5/8" GYPSUM WALLBOARD

TIMBERLINE ARMORSHIELD II OR EQUAL)

SHINGLES W/ LIFE TIME WARRANTY. (GAF

CLASS H, TYPE 1 FIBERGLASS ASPHALT

S-503 of Engineers

US Army Corps

Little Rock District

KEYED NEW CONSTRUCTION NOTES

KEYED DEMOLITOIN NOTES

2'-0"

A-301

A-501

A-301

W A

L L S

E C

N S

D E

T A

FINISH FLOOR ELEV

FINISH CEILING ELEV

W P J

K R I

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

GABLE WALL SECTION

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

ATRIUM AT EXIST. WALLEXISTING WALL SECTION

2'-0"

D10

TYPICAL WALL SECTION

D11

D10

2'-0"

TYPICAL FASCIA

SCALE: 3"=1'-0"

TYP WALL FLASH

TYPICAL GABLE

SCALE: 3"=1'-0"

F MOLD

METAL EDGE STRIP

24 GA METAL WRAP

TREATED 1X6

30lb FELT W/ 19" OVERLAPS

INVERTED SHINGLE OVER

W/ 9" STARTER STRIP OF

COMPOSITION SHINGLES

MTL GUTTER

METAL SOFFIT

RIBBED

24 GA PERFORATED

30lb FELT W/ 19" OVERLAPS

INVERTED SHINGLE OVER

W/ 9" STARTER STRIP OF

COMPOSITION SHINGLES

TREATED 1X6

TREATED 1X2

METAL SOFFIT

RIBBED

24 GA PERFORATED

F MOLD

24 GA METAL WRAP

w/ DRIP

METAL EDGE STRIP

FACE BRICK

EACH WAY

AT 16" O.C

METAL TIES

ADJUSTABLE

EXTEND 8" A.F.F

FLASHING TO

THRU WALL METAL

(DO NOT BURY)

AT 32" O.C.

WEEP HOLES

SHEATHING

1/2" EXT GYPSUM

2X6 WOOD BASE

TREATED

FILL W/ GROUT

FOR FOOTING

REF STRUCT

INSULATION

R-19 BLANKET

5/8 IN GYP BD

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

FIN GRADE

R O

U G

H O

P E

0 1' 2' 3'

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

0 3" 6" 9" 12"

SCALE: 3"=1'-0"

1' 2'0 6"

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

BLDG. WRAP

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

WALL FLASH @ ATRIUM

FACE BRICK

FOR FOOTING

REF STRUC

FRAME

WINDODW

" ALUM2

12" X 4

SLAB EDGE

TURNS DOWN

METAL FLASHING

FRONT DOOR

W/ EXCEPTION OF

STOREFRONT LOCATIONS

AT ALL ALUM

8" BRICK SHELF

EA SIDE OF FRAME

BACKER ROD

SEALANT W/

1 1/2 "

AND NEW FTG

FACE OF EXIST FTG

"" MIN CLR BTWN2

SCALE: 3"=1'-0"

RIDGE VENT

REF ELEC

CEILING FAN -

ROOF SHINGLE MANUF

A STD PRODUCT OF THE

RIDGE VENT SHALL BE

PRE-MANUF CONT

AT 2'-0" O.C.

LATERAL BLOCKING

5/8 IN GYP BD

30lb FELT W/ 19" OVERLAPS

INVERTED SHINGLE OVER

W/ 9" STARTER STRIP OF

COMPOSITION SHINGLES

WOOD ROOF JOISTS

REF STRUC FOR

Drawing Ref. No.

10935-62/

S u b m it te d b y

R e v ie w e d b y

D ra w n b y

D e s ig n e d b y

D a te

S o li c it a ti o n N o

W S -1

-R -0

C o n tr a c t

N o

-J

U N -2

H c iv il \a q \a q a \4

\a q a

A -3

.d g n

M E

D D

C Y

C h ie f, G e n e ra l E n g in e e ri n g S e c ti o n

Serial No.

Drawing Code/

T L E R

O C

A R

K A

N S

A S

T L E R

O C

K D

T R

U S A

R M

Y C

O R

P S O

F E

N G

E E

R S

D A

T E

A C

N D

E S

C R I

P T I

O N

M A

R K

T R

A C

G N

1 2 3 4 5 6

F A

U L

K N

E R C

O U

N T

A R

K A

N S

A S

N A

A T

N S

Y S

T E

M c C

L E

L L

A N -K

E R

R A

R K

A N

S A

S R

E R

T O

A D S

U C

K F

E R

R Y

L D O

F F

E R

E P

S A

N D A

D D

J U

N E

6" (M

STRIP

6" (METAL STRIP)

BITUMINOUS FILL

INSULATED GLAZING

W/ LOW E

ALUM DOOR

SWEEP

INSULATED GLAZING

W/ LOW E

ALUM DOOR

OF SEALANT

SET IN FULL BED

ALUM THRESHOLD

5/8" GYP BD

2x6 STUD

DOUBLE

BARRIER

VAPOR

BACKER ROD

SEALANT W/

VAPOR BARRIER

WRAP 2X4 WITH

"F" MOLD

BACKER ROD

SEALANT W/2

5 1/2"

1/2"

7 3/4"

1/2"

5 3/4"

3 1/2"

CAULK

PER JAMB

3 ANCHORS

SEALANT

CAULK

PER JAMB

3 ANCHORS

3 1/2 "

BEYOND

FACE BRICK

THERMAL WINDOW

DOUBLE PANE

BEYOND

FACE BRICK

FRAME

ALUMINUM

FACE BRICK

SEALANT

of Engineers

US Army Corps

Little Rock District

A-501

W P J

K R

IEH

SCALE: 3"=1'-0"

FINISH FLOOR

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

EXTERIOR DOOR FRAME DTLS

HEAD

JAMB

THRESHOLD

A B C

INT DR FRAME DTLS

SCALE: 3"=1'-0"

HEAD

SCALE: 3"=1'-0"

JAMB

ALUM DR FRAME DTLS

SCALE: 3"=1'-0"

JAMB

SCALE: 3"=1'-0"

HEAD

SCALE: 3"=1'-0"

SILL

WINDOW DETAILS

SCALE: 3"=1'-0"

JAMB

SCALE: 3"=1'-0"

HEAD

SCALE: 3"=1'-0"

STOREFRONT DETAILS

SCALE: 3"=1'-0"

SILL

SCALE: 3"=1'-0"

JAMB

SCALE: 3"=1'-0"

HEAD

MULLION

THRESHOLD

H. M. FRAME

BOX LINTEL

INSUL H.M. DOOR

1/2 SHEATHING

2X6 STUD

DOUBLE

5/8" GYP BD

H M. FRAME

FACE BRICK

INSUL H.M. DOOR

SEALANT

SET IN FULL BED

ALUM THRESHOLD

BITUMINOUS FILL

H M. FRAME

HEADER

DBL 2X6

5/8" GYB BD

5/8" GYP BD

DOOR

GLAZED ALUM

HEADER

DBL 2X6

H M. FRAME

2X4 STUD

DOUBLE

DBL 2X6 STUD

VAPOR BARIER

WRAPPED W/

1/2" EXT SHEATHING

OF 2X'S

CONSTRUCTED

WOOD BEAM

BENT PLATE

24 GA

D O

O R A

N D W

O W D

E T

4 1/2"

SH SM

WITH LOW E INSULATED GLAZING

ALUMINUM STOREFRONT FRAME

WITH LOW E INSULATED GLAZING

ALUMINUM STOREFRONT FRAME

WINDOW W/ LOW E GLAZING

ALUMINUM SINGLE HUNG

SSSSST

4'-0"

FRAME

EA SIDE OF

BACKER ROD

SEALANT W/

FRAME

EA SIDE OF

BACKER ROD

SEALANT W/

ALUM FRAME

5/8" GYP BD

BACKER ROD

SEALANT W/

WINDOW FRAME

ALUMINUM

3/4" WOOD SILL

BEAD

CORNER

BOX LINTEL

WOOD

5/8" GYP BD

METAL SOFFIT

PERFORATED

WINDOW FRAME

AS REQ'D FOR

2X6 STUB OUT

MANUF

TRIM BY SOFFIT

PREFINISHED METAL

10'-11" 10'-11"

0 3" 6" 9" 12"

4' 8'0 2'

SCALE: 3"=1'-0"

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

WOOD SILL

3/4" STAINED

ALUM FRAME

FLASHING

SWEEP

FACE OF FRAME

SILL

BRICK ROWLOCK

SILL BELOW

BRICK ROWLOCK

ALUM SUB FRAME

SOFFIT TRIM

METAL

4 1/2"

FACE BRICK

1/2" SHEATHING

5/8" GYP BD

WOOD SHIM

SOFFIT TRIM

METAL

Drawing Ref. No.

10935-62/

S u b m it te d b y

R e v ie w e d b y

D ra w n b y

D e s ig n e d b y

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-R -0

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C h ie f, G e n e ra l E n g in e e ri n g S e c ti o n

Serial No.

Drawing Code/

T L E R

O C

A R

K A

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A S

T L E R

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F E

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1 2 3 4 5 6

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4 7/8"

1/4"

4 1/2 "

EA SIDE

CORNER BEAD

EA SIDE

BACKER ROD

SEALANT W/

FRAME

ALUM

BEAD

CORNER

5/8" GYP BD

BACKER ROD

SEALANT W/

ALUM FRAME

4 1/2 "

EDGE OF FRAME

TURNS UP AT

METAL FLASHING

2 1/4 "

GLAZING

LOW E INSULATED

ALUM DOOR W/

5/8" GYB BD

3 1/2 "

1/4 "

ALUM FRAME

WINDOW FRAME

ALUMINUM

TRIM

WOOD

STAINED

WALL FRAMING

SHT A-502 FOR

REF DTLS A & B WOOD SHIM

SEALANT

5 1/2"

HP FLASHING

EA FACE

BACKER ROD

SEALANT W/

TURN DOWN

FLASHING

Little Rock District

EA SIDE OF FRAME

SEALANT W/BACKER

DOOR FRAME

DEMOLISH EXIST

2X6 STUB OUT

DBL STUD @ JAMB

EA SIDE OF FRAME

SEALANT W/BACKER

5 1/2" 12" +/-6"6"

12-5 1/2"

5 1/2"

1/4"

"2 11'-7 "8

1/2"

2"1/4 "

" MIN CLR2

11'-0"

BACKER ROD

SEALANT W/

FLASHING

A-502

W P J

K R I

D E

T A

ATRIUM DETIALS

E SCALE: 3"=1'-0"

WINDOW ROUGH OPNG

FACE OF STUD TO FACE OF EXISTING BRICK

AT NEW WALL AT EXISTING WALL

STOREFRONT WINDOW JAMBS

2X6 STUD WALL

2X4 STUD WALL

5/8" GYP BD

1/2" SHEATHING BRICK AND SHEATHING

1" BLDG SEPARATION BTWN

MASONRY OPNG

INFILL AT EXIST

WOOD FRMNG

C D

ALUM DOOR JAMBS @ EXIST WALL

HINGE SIDE LATCH SIDE

EXISTING WALL

MATCH WINDOW FRAME

" EA SIDE - FINISH TO2

1IN 1

PLATE AND TURN EDGES

PRE-FINISHED 24 GA

WRAP 1/2" SHEATHING W/

2X4 STUB OUT

BACKER ROD

SEALANT W/

TRIPLE 2X4

"=1'-0"2

1SCALE: 1 "=1'-0"2

1SCALE: 1

"=1'-0"2

1SCALE: 1 "=1'-0"2

1SCALE: 1

ROOF SOFFIT DETAIL

BY "JOINTMASTER"

MANUF

EXP JOINT AS

WALL/CORNER

TYPE 491-A09

MILLWORK SECTIONS

F G

"=1'-0"2

1SCALE:

WOOD

STAINED

AS SCHEDULED

BASE

HOOKS

FOR ADJUST

METAL TRACKS

WOOD

STAINED

AS SCHEDULED

BASE

HOOKS

FOR ADJUST

METAL TRACKS

DOOR FRAME DOOR FRAME

5/8" GYP BD

2x4 FURRING

METAL EXP JNT

CASING BEAD

" CAVITY2

ALUM FRAME

LOW E INSUL GLAZING

ALUM DOOR W/ THRESHOLD

9" WIDE ALUM

EXISTING BRICK

FIBER INSUL

R19 MINERAL

CASING BEAD

EXIST 2X6 STUD WALL

NEW DBL STUD @

OPENING

EXIST WINDOW

2 BY INFILL @

FOR FRAMING

REF STRUCTURAL

5/8" GYP BD

EACH EDGE.

TURN DOWN

"2 1 W/ 1

PLYWD SHELVES

3 STAINED

EACH EDGE.

TURN DOWN

"2 1 W/ 1

PLYWD SHELVES

4 STAINED

5/8" GYP BD

FLASHING TURNS UP

GLAZING

LOW E INSUL

METAL SOFIT

PERFORATED

24 GA PREFINISHED

FOR ROOF DTL

ON SHEET A-301

REF DETAIL "E"

FRAME

WINDOW

ALUMINUM

OFFICE STORAGE STORAGE ROOM

Drawing Ref. No.

10935-62/

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D ra w n b y

D e s ig n e d b y

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-R -0

C o n tr a c t

N o

-J

U L -2

H c iv il \a q \a q a \4

\a q a

A -5

.d g n

M E

D D

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C h ie f, G e n e ra l E n g in e e ri n g S e c ti o n

Serial No.

Drawing Code/

T L E R

O C

A R

K A

N S

A S

T L E R

O C

K D

T R

U S A

R M

Y C

O R

P S O

F E

N G

E E

R S

D A

T E

A C

N D

E S

C R I

P T I

O N

M A

R K

T R

A C

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1 2 3 4 5 6

F A

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K N

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N T

A R

K A

N S

A S

N A

A T

N S

Y S

T E

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L E

L L

A N -K

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R A

R K

A N

S A

S R

E R

T O

A D S

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K F

E R

R Y

L D O

F F

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E P

S A

N D A

D D

J U

N E

1'-5"

9" 2'-7"2'-5"

2'-6"

"2 12'-6

1'-5"

FOR GUTTER DTL

SHEET A-301

REF DETAIL "E" ON

Little Rock District

S-001

R B

D e s ig n e d b y

D a te

FLOORS OR ROOF.

INFORMED OF LOADING RESTRICTIONS. AVOID IMPACT WHEN PLACING MATERIALS ON POURED OR ERECTED

PERCENT OF LIVE LOAD. GENERAL CONTRACTOR SHALL ENSURE THAT ALL SUB-CONTRACTORS ARE

DO NOT STORE OR STACK CONSTRUCTION MATERIALS ON ERECTED FLOORS/ROOFS IN EXCESS OF 80 7.

SUPPORT PLAN FOR SLABS PRIOR TO COMMENCING WORK.

THICKNESS AND/OR REINFORCEMENT. OBTAIN CONTRACTING OFFICER APPROVAL ON PROPOSED CRANE

EQUIPMENT. THE SLABS HAVE NOT BEEN DESIGNED FOR CRANE LOADS AND WILL REQUIRE AN INCREASE IN

DO NOT LOAD THE SLAB ON GRADE OR SUPPORTED SLAB WITH ERECTION CRANES OR ERECTION 6.

TYPICAL DETAILS.""CONFLICTS REGARDING APPLICABILITY OF

WHETHER OR NOT DETAILS ARE REFERENCED AT EACH LOCATION. NOTIFY CONTRACTING OFFICER OF

PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. SUCH DETAILS APPLY

TYPICAL DETAILS" ON DRAWINGS APPLY TO SITUATIONS OCCURRING ON THE "DETAILS LABELED 5.

DO NOT SCALE DRAWINGS FOR THE PURPOSE OF ESTABLISHING DIMENSIONS.4.

AND WALL OPENINGS.

VERIFY THE LOCATION OF CHASES, INSERTS, OPENINGS, SLEEVES, FINISHES, DEPRESSIONS, PADS, 3.

WORK.

MATERIALS. NOTIFY CONTRACTING OFFICER OF DISCREPANCIES BEFORE PROCEEDING WITH ANY PHASE

VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO BEGINNING WORK OR FABRICATING 2.

WITH THE DRAWINGS.

SPECIFICATIONS ARE PART OF THE CONSTRUCTION DOCUMENTS AND MUST BE USED IN CONJUNCTION 1.

GENERAL REQUIREMENTS:C.

ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCEp.

DELFECTION AMPLIFICATION FACTOR, CD = 4.0o.

OVERSTRENGTH FACTOR, OMEGA O = 3.0n.

RESPONSE MODIFICATION COEFFICIENT, R = 6.5m.

SEISMIC RESPONSE COEFFICIENT, CS = 0.06l.

DESIGN BASE SHEAR: 11.0 KIPk.

BASIC SEISMIC-FORCE RESISTING SYSTEM: LIGHT-FRAMED WOOD WITH WOOD PANELSj.

BASIC STRUCTURAL SYSTEM: BEARING WALLi.

SEISMIC DESIGN CATEGORY = Dh.

DESIGN SPECTRAL RESPONSE ACCELERATION FOR 1-SECOND PERIODS, SD1 = 0.229g.

DESIGN SPECTRAL RESPONSE ACCELERATION FOR SHORT PERIODS, SDS = 0.393f.

SITE CLASS = De.

SPECTRAL RESPONSE ACCELERATION FOR 1-SECOND PERIODS, S1 = 0.159d.

SPECTRAL RESPONSE ACCELERATION FOR SHORT PERIODS, SS = 0.397c.

SEISMIC IMPORTANCE FACTOR = 1.0b.

OCCUPANCY CATEGORY = IIa.

SEISMIC LOADS5.

COMPONENT AND CLADDING PRESSURES: AS SCHEDULED ON DRAWINGSe.

INTERNAL PRESSURE COEFFICIENT, GCpi = +/- 0.18d.

EXPOSURE = Cc.

WIND IMPORTANCE FACTOR, Iw=1.0b.

BASIC WIND SPEED = 115 MPHa.

WIND LOADS: 4.

THERMAL FACTOR, Ct = 1.1e.

SNOW LOAD IMPORTANCE FACTOR, Is = 1.0d.

SNOW EXPOSURE FACTOR, Ce = 1.0c.

FLAT ROOF SNOW LOAD, Pf = 8 PSFb.

GROUND SNOW LOAD, Pg = 10 PSFa.

SNOW LOADS3.

-CONCENTRATED LOADS GREATER THAN 300 LBS ARE INDICATED ON FRAMING PLANS.

-LIVE LOAD REDUCTION ON SUPPORTING ELEMENTS SHALL BE IN ACCORDANCE WITH 2012 IBC.

2000 LBS100 PSFSLAB ON GRADEc.

10 PSFATTIC (BOTTOM CHORD)b.

300 LBS 20 PSFROOF (TOP CHORD)a.

MINIMUM LIVE LOADS:2.

3 PSFCEILING6)

4 PSFMECH/ELEC/PLUMBING5)

3 PSFFRAMING4)

3 PSFSTRUCTUAL DECK3)

5 PSFINSULATION2)

3 PSFROOFING1)

21 PSFROOF DEAD LOADSa.

DEAD LOADS: 1.

CONCENTRATED LOADUNIFORM LOAD

DESIGN LOADS:B.

WOOD CONSTRUCTION" 2012.

NDS-12 NATIONAL DESIGN SPECIFICATION FOR “AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) 9.

CONCRETE REINFORCING STEEL INSTITUTE (CRSI) "MANUAL OF STANDARD PRACTICE," 28TH EDITION.8.

2004.

347-04 GUIDE TO FORMWORK FOR CONCRETE" 15 OCTOBER “AMERICAN CONCRETE INSTITUTE (ACI) 7.

CONCRETE" OCTOBER 2004.

318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL “AMERICAN CONCRETE INSTITUTE (ACI) 6.

. 31 AUGUST 1999”REINFORCEMENT

315-99 DETAILS AND DETAILING OF CONCRETE “AMERICAN CONCRETE INSTITUTE (ACI) 5.

CONCRETE CONSTRUCTION AND MATERIALS" 15 AUGUST 2006.

117-06 STANDARD SPECIFICATIONS FOR TOLERANCES FOR “AMERICAN CONCRETE INSTITUTE (ACI) 4.

OTHER STRUCTURES" 2010.

7-10 MINIMUM DESIGN LOADS FOR BUILDING AND “ )ASCE(AMERICAN SOCIETY OF CIVIL ENGINEERS 3.

INTERNATIONAL BUILDING CODE" SEPTEMBER 2011.“INTERNATIONAL CODE COUNCIL 2.

CHANGE 3 1 AUGUST 2015.

1 JULY 2013 WITH ”1-200-01 GENERAL BUILDING REQUIREMENTS“UNIFIED FACILITIES CRITERIA (UFC) 1.

BUILDING AND DESIGN CODES:A.

GENERAL NOTESI.

RECEIVE A SANDBLAST FINISH.

FOR CONCRETE EXPOSED TO VIEW. PROVIDE STAINLESS STEEL BAR SUPPORTS FOR CONCRETE TO

PROVIDE BAR SUPPORTS WITH PLASTIC COATED LEGS OR HOT DIP GALVANIZING AFTER FABRICATION L.

BOLSTERS SPACED NOT MORE THAN 4 FEET ON CENTER.

PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES. SUPPORT BEAM REINFORCING ON BEAM

PROVIDE BAR SUPPORT ACCESSORIES IN ACCORDANCE WITH THE LATEST ACI MANUAL OF STANDARD K.

WHERE REQUIRED, PROVIDE DOWELS TO MATCH SIZE AND SPACING OF MAIN REINFORCING.J.

BE WELDED TO A STEEL SECTION.

WELDING SOCIETY, AWS D1.4. PROVIDE ASTM GRADE 40 REINFORCING BARS WHERE DETAILED BARS ARE TO

, AMERICAN ”STRUCTURAL WELDING CODE - REINFORCING STEEL“REINFORCEMENT IN CONFORMANCE WITH

706 GRADE 60 OR ASTM A 615 GRADE 60 TYPE SW. USE LOW HYDROGEN ELECTRODES FOR WELDING OF

WHEN SPECIFICALLY APPROVED, PROVIDE WELDED REINFORCEMENT IN ACCORDANCE WITH ASTM A I.

BY STRUCTURAL ENGINEER.

DO NOT WELD OR BEND REINFORCEMENT IN THE FIELD UNLESS SPECIFICALLY SHOWN OR APPROVED H.

SLABS AND WALLS: 3/4"a.

CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND:3.

NO. 5 AND SMALLER: 1-1/2"b.

NO. 6 AND LARGER: 2"a.

CONCRETE EXPOSED TO WEATHER2.

CONCRETE CAST AGAINST EARTH: 3"1.

NOTED:

MAINTAIN THE FOLLOWING CONCRETE COVERAGE FOR REINFORCING STEEL UNLESS OTHERWISE G.

SPLICES UNLESS SPECIFICALLY NOTED.

STANDARD 90-DEGREE HOOKS IN ACCORDANCE WITH ACI 318, UNLESS NOTED OTHERWISE. STAGGER

PROVIDE CLASS "B" REINFORCEMENT SPLICES FOR CONTINUOUS REINFORCEMENT. PROVIDE F.

A TEMPLATE. SECURELY ATTACH EMBED ITEMS TO FORMWORK OR REINFORCING.

COORDINATE PLACEMENT OF CAST-IN-PLACE EMBEDS AND ANCHOR BOLTS. SET ANCHOR BOLTS WITH E.

OTHERWISE NOTED.

PROVIDE ANCHOR BOLTS CONFORMING TO THE STANDARDS OF ASTM F 1554 GR 36 UNLESS D.

FABRIC TWO FULL MESH PANELS AND TIE SECURELY.

PROVIDE DEFORMED WELDED WIRE FABRIC IN ACCORDANCE WITH ASTM A 497. LAP WELDED WIRE C.

DEFORMED.

PROVIDE NEW BILLET STEEL REINFORCING BARS IN ACCORDANCE WITH ASTM A 615, GRADE 60, B.

ACCORDANCE WITH ACI 315 AND ACI 318.

PROVIDE DETAILING, FABRICATION, AND INSTALLATION OF REINFORCING AND ACCESSORIES IN A.

REINFORCING STEEL NOTES: III.

BACKFILLING.

GRADE BEAMS AS SOON AS PRACTICAL. PUMP WATER OUT OF OPEN EXCAVATIONS, IF FLOODED PRIOR TO

KEEP OPEN EXCAVATIONS AROUND BUILDING PERIMETER DRY. BACKFILL AGAINST FOUNDATIONS AND J.

STRUCTURES AND TO PREVENT PONDING OF SURFACE RUNOFF NEAR THE STRUCTURES.

MAINTAIN PROPER SITE DRAINAGE DURING CONSTRUCTION TO ENSURE SURFACE RUNOFF AWAY FROM I.

DO NOT PLACE FOOTINGS OR SLABS AGAINST SUBGRADE CONTAINING FREE WATER, FROST, OR ICE.H.

SUBGRADES PRIOR TO PLACING CONCRETE.

PERFORM FIELD DENSITY AND MOISTURE CONTENT TESTS TO VERIFY COMPACTION AND APPROVE FOOTING

ARRANGE FOR AN INDEPENDENT TESTING AGENCY TO MONITOR CUT AND FILL OPERATIONS AND G.

MAINTAIN SUBGRADE AND FILL MOISTURE CONTENT UNTIL FOUNDATIONS ARE PLACED.F.

TRENCH EXCAVATIONS.

LOWER FOOTINGS AND GRADE BEAMS PARALLEL TO PIPE RUNS TO AVOID SURCHARGE ONTO ADJACENT

CONCRETE JACKET IF PIPES ARE LOW ENOUGH TO BE PLACED BELOW THE FOOTINGS AND GRADE BEAMS.

PIPES TO PASS ABOVE THE FOOTINGS OR THROUGH THE GRADE BEAMS. ALTERNATIVELY, PROVIDE A

MATERIAL. LOWER CONTINUOUS FOOTINGS AND GRADE BEAMS PERPENDICULAR TO PIPE RUNS TO ALLOW

PROTECT PIPES AND CONDUITS RUNNING THROUGH WALLS AND SLABS WITH 1/2 INCH EXPANSION E.

FOOTINGS FOUNDED APPROXIMATELY 1.5 FEET BELOW FINAL GRADE.

FOUNDATIONS ARE DESIGNED FOR AN ALLOWABLE NET BEARING PRESSURE OF 1500 PSF, FOR D.

SECTION 1806 TABLE 1806.2.

FOUNDATION DESIGN IS BASED UPON PRESUMPTIVE LOAD BEARING VALUES TABULATED IN IBC 2012 C.

AND APPROVED BY THE SPECIAL INSPECTOR PRIOR TO PLACING SUBSEQUENT LIFTS.

PLACED IN NOMINAL 6-INCH TO 8-INCH LOOSE LIFTS. EACH LIFT SHALL BE PROPERLY COMPACTED, TESTED, DENSITY, WITH A WATER CONTENT RANGE OF MINUS 2 TO PLUS 3 PERCENT OF OPTIMUM. FILL SHALL BE

COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM MODIFIED PROCTOR (ASTM D 1557) DRY

ALL FILL MATERIALS SHALL BE FREE OF ORGANICS AND DEBRIS. FILL AND BACKFILL SOILS SHALL BE

GRAVELY CLAY (GC) WITH A LIQUID LIMIT LESS THAN 40, OR AN ALTERNATE APPROVED BY THE ENGINEER.

FILL OR BACKFILL SHALL CONSIST OF LOW-PLASTICITY CLAYEY SAND (SC), SANDY CLAY (CL), OR B.

REQUIREMENTS AND INFORMATION.

SUBGRADE PREPARATION, FILL AND COMPACTION, WATERPROOFING AND OTHER PERTINENT

REFER TO THE SPECIFICATIONS FOR GENERAL REQUIREMENTS OF EARTHWORK, OVEREXCAVATION, A.

FOUNDATION NOTESII.

STRUCTURAL DRAWINGS MUST BE APPROVED PRIOR TO IMPLEMENTING THE CHANGES.

OPENINGS WITH THE MECHANICAL CONTRACTOR. DEVIATIONS FROM THE OPENINGS SHOWN ON THE

OPENINGS WHETHER SHOWN ON THE STRUCTURAL DRAWINGS OR NOT, VERIFY SIZE AND LOCATION OF

ARCHITECTURAL AND MECHANICAL DRAWINGS FOR THE REQUIRED OPENINGS AND PROVIDE FOR REQUIRED

PRINCIPAL OPENINGS THROUGH THE FRAMING ARE SHOWN ON DRAWINGS. EXAMINE THE 9.

SCAFFOLDING, SHORING OF RETAINING WALLS AND OTHER TEMPORARY SUPPORTS AS REQUIRED.

BRACING, SHORING FOR CONSTRUCTION EQUIPMENT, SHORING FOR THE BUILDING, FORMS AND

TO PROTECT THE STRUCTURE, WORKMEN, AND OTHER PERSONS DURING CONSTRUCTION; INCLUDING

IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION. PROVIDE ALL MEASURES REQUIRED

THE CONTRACT STRUCTURAL DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THE CONTRACTOR 8.

S T

R U

C T

U R

A L G

E N

E R

A L N

O T

E S

R B

LINTEL ANGLES.2.

SHELF ANGLES.1.

FOR ITEMS THAT REQUIRE HOT DIPPED GALVANIZATION. SUCH ITEMS INCLUDE BUT ARE NOT LIMITED TO:

PERMANENTLY EXPOSED TO THE OUTSIDE. EXAMINE THE ARCHITECTURAL AND STRUCTURAL DRAWINGS

HOT DIP GALVANIZE AFTER FABRICATION STRUCTURAL STEEL AND THEIR CONNECTIONS L.

STRUCTURAL STEEL SHAPES EXCEPT W-SHAPES: ASTM A 361.

PROVIDE STRUCTURAL STEEL OF THE FOLLOWING ASTM DESIGNATIONS UNLESS NOTED OTHERWISE:A.

STRUCTURAL STEEL NOTES:VI.

CONNECTION PLATE TO TRANSFER THE BOLT LOAD.

IF LARGER HOLES ARE NEEDED FOR ERECTION PURPOSES, PROVIDE PLATE WASHERS WELDED TO

PROVIDE HOLES IN CONNECTION PLATES NO MORE THAN 1/16 INCH LARGER THAN THE BOLT DIAMETER. H.

MANUFACTURER.

HOLE. TIGHTEN NUTS AGAINST SMOOTH WASHERS TO MINIMUM TORQUE RECOMMENDED BY

AIM WEDGES AWAY FROM CONCRETE EDGES LESS THAN 9 INCHES FROM THE CENTER LINE OF THE G.

FILL ABANDONED HOLES WITH EPOXY GROUT.F.

DRILL HOLES IN CONTINUOUS OPERATION. BLOW DUST FROM THE HOLE USING COMPRESSED AIR.E.

LENGTH OF BOLT.

DRILL HOLES SAME NOMINAL DIAMETER OF BOLT. DO NOT ENLARGE OR REDIRECT HOLES ALONG D.

REPOSITION BOLTS A MAXIMUM OF 1-1/2 INCHES TO AVOID CONFLICTS WITH EXISTING REINFORCING.

HOLES IN CONNECTION PLATES. MAKE TEMPLATE BY LOCATING EXISTING REBAR WITH A PACHOMETER.

CREATE A TEMPLATE AT EACH EXPANSION BOLT CONNECTION LOCATION PRIOR TO FABRICATING C.

GREATER THAN 10 DEGREES WILL NOT BE ACCEPTABLE.

INSTALL BOLTS PERPENDICULAR TO THE FACE OF CONCRETE. DEVIATION FROM PERPENDICULAR B.

RECOMMENDATIONS OF THE MANUFACTURER, ONLY WHEN APPROVED BY THE CONTRACTING OFFICER.

INSTALL BOLTS IN ACCORDANCE WITH CURRENT ICC-ES REPORT FOR THE BOLT, AND A.

FIELD INSTALLED EXPANSION BOLTS:V.

THREE DIAMETERS OR WIDTHS ON CENTER.

REINFORCEMENT WITHIN THE CENTER THIRD OF THE SLAB. DO NOT SPACE CONDUITS OR PIPE CLOSER

PERCENT OF THE SLAB THICKNESS. PLACE CONDUIT OR PIPE BETWEEN THE TOP AND BOTTOM LAYERS OF

FOR PIPE INSTALLED HORIZONTALLY WITHIN SLAB, PROVIDE MAXIMUM OUTSIDE DIAMETER OF 30 I.

THROUGH BEAMS UNLESS SPECIFICALLY DETAILED.

MECHANICAL OPENINGS THROUGH THE SLABS, WALLS AND FLOOR DECK. OPENINGS WILL NOT BE PERMITTED

PROVIDE ADEQUATE STRUCTURAL FRAMING AS APPROVED BY CONTRACTING OFFICER FOR H.

AND WALL PENETRATIONS.

REFERENCE THE APPROPRIATE DISCIPLINE DRAWINGS FOR SUBSLAB PIPING, FLOOR DRAINS AND SLAB G.

WIRE BRUSH AND CLEAN CONSTRUCTION JOINTS PRIOR TO POURING NEW CONCRETE.F.

CHAMFER EXPOSED EDGES 3/4 INCH UNLESS NOTED OTHERWISE.E.

EQUAL TO TWICE THE WIDTH OF THE BEAM.

GIRDER WITHIN THE MIDDLE 1/3 OF THE GIRDERS SPAN, OFFSET THE JOINT IN THE GIRDER A DISTANCE

PROVIDE GRADE BEAM CONSTRUCTION JOINTS IN MIDDLE 1/3 OF THE SPAN. WHEN A BEAM INTERSECTS A

CONSTRUCTION JOINTS. PROVIDE 75-FOOT MAXIMUM SPACING OF CONSTRUCTION JOINTS IN GRADE BEAMS.

PROVIDE 6,000-SQUARE FOOT MAXIMUM AREA OF CONCRETE PLACEMENT IN THE SLAB BETWEEN

CONTROL JOINT LOCATIONS WHICH ARE DIFFERENT OR IN ADDITION TO JOINTS INDICATED ON DRAWINGS.

CONTRACTING OFFICER. NOTIFY CONTRACTING OFFICER OF PROPOSED CONSTRUCTION JOINT OR

CONSTRUCTION JOINTS ARE NOT ALLOWED UNLESS SPECIFICALLY NOTED OR APPROVED BY THE

PROVIDE CONSTRUCTION AND CONTROL JOINTS AS INDICATED ON DRAWINGS. HORIZONTAL D.

APPROVAL BY THE CONTRACTING OFFICER.

PROVIDE CONCRETE MIXES DESIGNED BY A QUALIFIED TESTING LABORATORY FOR REVIEW AND C.

OPERATIONS WILL NOT DAMAGE CONCRETE.

FORMWORK NOT SUPPORTING THE WEIGHT OF CONCRETE MEMBERS MAY OCCUR AS SOON AS LOOSENING

WEIGHT OF BEAMS, SLABS, AND IN-PLACE STRUCTURAL MEMBERS MAY BE REMOVED. REMOVAL OF

c) BEFORE FORMS SUPPORTING THE ’CONCRETE MUST REACH ITS 28 DAY COMPRESSIVE STRENGTH (FB.

IN STRUCTURAL DOCUMENTS.

REFER TO ARCHITECTURAL AND CIVIL DRAWINGS AND SPECIFICATIONS FOR CONCRETE NOT SPECIFIED 2.

ALL CONCRETE NOT SPECIFICALLY COVERED.c.

FOOTINGS.b.

ALL CONCRETE GRADE SUPPORTED SLABS AND GRADE BEAMS.a.

c = 4,000 PSI CONCRETE AT 28 DAYS.’NORMAL WEIGHT (150 PCF), f1.

SPECIAL REQUIREMENTS AS SPECIFIED.

301 AND ACI 318. USE TYPE I PORTLAND CEMENT UNLESS NOTED OTHERWISE. PROVIDE ADMIXTURES AND

TRANSPORTATION, PLACING AND CURING OF CONCRETE IN ACCORDANCE WITH RECOMMENDATIONS OF ACI

PROVIDE DIFFERENT CLASSES OF CONCRETE AS SHOWN BELOW. PROVIDE BATCH MIXING, A.

CONCRETE NOTES:IV.

Drawing Ref. No.

10935-62/

S u b m it te d b y

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Little Rock District

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PROFESSIONAL ENGINEER REGISTERED IN THE UNITED STATES OF AMERICA OR IT'S TERRITORIES.

S REVIEW BEARING THE SEAL OF A ’AND SHALL PROVIDE SHOP DRAWINGS FOR THE CONTRACTING OFFICER

AND SHALL SUBMIT COMPLETE DESIGN CALCULATIONS CONFORMING TO DESIGN STANDARDS REFERENCED

SUPPLIER SHALL BE RESPONSIBLE FOR DESIGN AND FABRICATION OF ALL COMPONENTS OF TRUSSES 3.

APPLICABLE LOCAL AND NATIONAL BUILDING CODES.d.

INSTITUTE.

DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY TRUSS PLATE c.

TIMBER CONSTRUCTION STANDARDS BY AMERICAN INSTITUTE OF TIMBER CONSTRUCTION.b.

FOREST PRODUCTS ASSOCIATION.

NATIONAL DESIGN SPECIFICATIONS FOR STRESSGRADE LUMBER AND ITS FASTENING BY NATIONAL a.

SPECIFICATIONS:

THE DESIGN AND FABRICATION OF ALL TRUSSES SHALL CONFORM TO THE FOLLOWING REFERENCE 2.

RESULT IN THE REJECTION OF THE TRUSSES.

SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD TRUSSES. DEVIATION FROM THIS STANDARD WILL

WOOD TRUSSES ARE TO BE FABRICATED IN ACCORDANCE WITH THE TRUSS PLATE INSTITUTE DESIGN 1.

PRE-FABRICATED WOOD TRUSSESE.

SOLID BLOCKING AT EDGES REQUED FOR PLYWOOD ONLY WHERE CALLED FOR ON DRAWINGS.3.

BUILDING INSPECTOR PRIOR TO COVERING WITH FLOORING OR ROOFING MATERIAL.

ALL PLYWOOD SHEATHING AT FLOOR, WALLS AND ROOF SHALL BE INSPECTED AND APPROVED BY 2.

CENTER AT SUPPORT EDGES, AND AT 12" CENTER TO CENTER AT FIELD, UNBLOCKED EDGES.

SHEATHING, OR BETTER, WITH 10d NAILS (COMMON OR BOX) AT 6" CENTER TO 16

3215/32" APA RATED1)

SHEAR WALLS:b.

BUTT PANEL END JOINTS TIGHT, ALLOW RECOMMENDED SPACE FOR PANELS TO EXPAND.

SPACE AT ALL PANELS EDGES UNLESS RECOMMENDED OTHERWISE BY PANLE MANUFACTURER. DO NOT

MINIMUM OPEN ”THE SIDE JOINTS MIDSPAN BETWEEN SUPPORTS AS PANELS ARE BEING PLACED. LEAVE 1/8

IN A MANNER TO STAGGER ALL END JOINTS FROM ADJACENT PANELS. INSTALL METAL PANEL CLIPS ALONG

CENTER AT SUPPORT EDGES, AND AT 12" CENTER TO CENTER AT FIELD, UNBLOCKED EDGES. PLACE PANELS

APA RATED 40/20 SHEATHING, OR BETTER, WITH 10d NAILS (COMMON OR BOX) AT 6" CENTER TO ”19/321)

ROOF SHEATHING:a.

SUPPORTS. USE COMMON NAILS ONLY UNLESS OTHERWISE APPROVED BY THE CONTRACTING OFFICER.

SPECIFIED AND STAMPED WITH APA RATING MARK. LAY PANELS WITH FACE GRAIN PERPENDICULAR TO

PLYWOOD SHALL BE INTERIOR TYPE WITH EXTERIOR GLUE CONFORMING TO PS-2 OF GRADE AS 1.

PLYWOOD:B.

PRESSERVATIVE-TREATED WOOD SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 153.

SHALL BE DRILLED NO MORE THAN 1/16" GREATER THAN BOLT DIAMETER. BOLTS IN CONTACT WITH

BOLTS SHALL BE UNFINISHED BOLTS CONFORMING TO ASTM A307. BOLTS HOLES THROUGH THE WOOD 10.

ACCORDANCE WITH ASTM A 153.

SCHEDULE). NAILS IN CONTACT WITH PRESSERVATIVE-TREATED WOOD SHALL BE GALVANIZED IN

NAILS UNLESS ANOTHER TYPE OF NAIL IS ALLOWED BY THE INTERNATIONAL BUILDING CODE. (RE: NAILING

INTERNATIONAL BUILDING CODE, EXCEPT AS OTHERWISE SHOWN, AND SHALL BE DONE WITH COMMON WIRE

ALL NAILING SHALL BE DONE IN ACCORDANCE WITH THE MINIMUM REQUIREMENTS OF THE 8.

CORNERS.

CORNER, AND JOINTS IN UPPER AND LOWER MEMBERS SHALL BE AT LEAST 4 FEET APART, EXCEPT AT

THE TOP OF EVERY BEARING PARTITION OR EXTERIOR WALL. SUCH DOUBLE PLATES SHALL BE LAPPED AT

A DOUBLE PLATE MADE OF TWO MEMBERS OF THE SAME WIDTH AS THE STUDS SHALL BE PLACED AT 7.

CAPACITY AND HAVING ICBO APPROVAL.

ALL HARDWARE USED IN THE WORK SHALL BE SIMPSON STRONG-TIE OR OTHER HARDWARE OF EQUAL 6.

ASTM A 153.

BOLTS IN CONTACT WITH PRESSERVATIVE-TREATED WOOD SHALL BE GALVANIZED IN ACCORDANCE WITH

CENTER OR TWO 1/2" DIAMETER x 6" LONG CONCRETE EXPANSION ANCHORS AT 32" ON CENTER. ANCHOR

FASTENED TO THE FOUNDATION WITH EITHER ONE 5/8" DIAMETER x 12" LONG ANCHOR BOLT AT 48" ON

ANCHOR BOLTS A MAXIMUM OF 9" FROM EACH END OF PLATE. SILL PLATES AT INTERIOR WALLS SHALL BE

THE FOUNDATION WITH 5/8" DIAMETER x 12" LONG ANCHOR BOLTS SPACED AT 48" ON CENTER. LOCATE

FASTENED TO THE FOUNDATION AS SCHEDULED. SILL PLATES AT EXTERIOR WALLS SHALL BE FASTENED TO

SILL PLATES SHALL BE 2 x (STUD WIDTH) TREATED SP. SILL PLATES AT ALL SHEAR WALLS SHALL BE 5.

MEMBERS.

S APPROVAL FOR ANY HOLES THROUGH OR NOTCHES IN THE TOP OF HORIZONTAL ’CONTRACTING OFFICER

JOISTS, RAFTERS AND BEAMS SHALL NOT BE NOTCHED, EXCEPT WHERE SHOWN IN DETAILS. OBTAIN 4.

SPECIFICATION.

PRESERVATIVE-TREAT ALL WOOD PRODUCTS IN DIRECT CONTACT WITH THE FOUNDATION PER 3.

BEAMS AND STRINGERS: NO. 2e.

HEADERS AND LEDGERS: NO. 2d.

JOISTS AND RAFTERS: NO. 2c.

BLOCKING: STUDb.

STUDS: NO. 2 a.

DRIED TO 19% MAXIMUM MOISTURE CONTENT. THE GRADES OF LUMBER TO BE USED ARE AS FOLLOWS:

ALL DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE STAMPED BY A MEMBER OF THE SPIB AND KILN 2.

SPECIFICATION FOR WOOD CONSTRUCTION BY THE NATIONAL FOREST PRODUCTS ASSOCIATION.

ALL WOOD STRUCTURES HAVE BEEN DESIGNED IN ACCORDANCE WITH THE NATIONAL DESIGN 1.

WOOD FRAMING:A.

STRUCTURAL WOOD NOTESVII.

DIAGIONAL BRACING CAN BE USED TO PROVIDE TEMPOPARY AND/ OR PERMANENT BRACING.

HAS BEEN COMPLETED. GABLE END OR FIRST TRUSS BRACING, LATERAL BRACING, CROSS BRACING AND

SPACING. BRACING SHALL BE PROVIDED BOTH DURING ERECTION AND AFTER PERMANENT…

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File details come from the government source that posted it. Updated Nov 14, 2017.