Drawings_Part_9_2018_06-01.pdf

1/

2" 1/

4"

INT. WOODTRIM

NATURAL STONE (NS)

REF. 11/A5.2

BLOCKING BEHIND PRECAST AS

REQ. FOR PROPER ALIGNMENT

PRECAST STONE HEADER SLOPED TO

DRAIN ATTACHED WITH PINSTRAPS

EITHER SIDE REF. FIG. 1/A9.12

MORTAR JOINT BETWEEN STONE

VENEER AND PRECAST HEADER,

SEALING METAL FLASHING INTO

MORTAR JOINT ALLOW "WEEP- GAP" @

EVERY 48"

3/4" X 3/4" X 1/8" STEEL ANGLE. WELDED

TO LEDGER ANGLE, ALIGN WITH KEY-

SLOT IN BOTTOM OF PRE-CAST HEADER.

LEAVE A "WEEP-GAP" EVERY 48".

COMPOSITE SHIM, AS REQUIRED FOR

PROPER ALIGNMENT

3" x 4" x 1/4" STEEL LEDGER ANGLE

3/8" LAG SCREW & FLAT WASHER, FASTEN TO

STUD WALL, SPACE @ EVERY-OTHER STUD.

PRE-DRILL EACH SCREW.

KEY-SLOT, TO ACCEPT VERTICAL

LEG OF ANGLE. WIDTH OF SLOT TO

BE 1/8" WIDER THAN LEG OF

ANGLE. CHAMFER @ MOUTH OF

OPENING TO EASE INSTALLATION.

SLOP HORIZ. FACE,

TO DRAIN AWAY

FROM BUILDING

M

IN

1"

2" 3"

6"

3/4" 4 1/4"

1/ 4"

MIN.

1"

1"

1/

4"

3 1/2"

1/

2"

HEAVY DUTY, CORROSION

RESISTANT "PIN STRAP",

EPOXY ANCHOR INTO EITHER

SIDE OF PRECAST HEADER

1/ 4"

FIG. 1

B

ALIGN EDGE OF STONE VENEER

W/ OUTSIDE EDGE OF FRAMING

ALUM. CLAD FIXED WINDOW

BACKER ROD & SEALANT

SELF-ADHERED FLEXIBLE

FLASHING OVER NAILER FIN, 3"

OF OVERLAP MIN. ON TO

WEATHER BARRIER

2 X WOOD BLOCKING

AIR BARRIER WRAPPED

TO INTERIOR

NATURAL STONE (NS)

REF. 11/A5.2

INT. WOOD TRIM

3 1/2" 1/4"

ALUM. CLAD FIXED WINDOW

BACKER ROD & SEALANT

INT. WOOD TRIM

1/

2"

3/4"

AIR BARRIER WRAPPED

TO INTERIOR

PRECAST STONE HEADER SLOPED TO

DRAIN ATTACHED WITH PINSTRAPS

EITHER SIDE REF. FIG. 2 /A9.12

3/4" X 3/4" X 1/8" STEEL ANGLE. WELDED

TO LEDGER ANGLE, ALIGN WITH KEY-

SLOT IN BOTTOM OF PRE-CAST HEADER.

LEAVE A "WEEP-GAP" EVERY 48".

COMPOSITE SHIM, AS REQUIRED FOR

PROPER ALIGNMENT

3" x 4" x 1/4" STEEL LEDGER ANGLE

3/8" LAG SCREW & FLAT WASHER, FASTEN

TO STUD WALL, SPACE @ EVERY-OTHER

STUD. PRE-DRILL EACH SCREW. FLEXIBLE

FLASHING OVER LAG.

NATURAL STONE (NS)

REF. 11/A5.2

KEY-SLOT, TO ACCEPT VERTICAL

LEG OF ANGLE. WIDTH OF SLOT TO

BE 1/8" WIDER THAN LEG OF

ANGLE. CHAMFER @ MOUTH OF

OPENING TO EASE INSTALLATION.

SLOP HORIZ. FACE,

TO DRAIN AWAY

FROM BUILDING

M

IN

1"

3" 3"

6"

1" 6"

1/ 2"

1"

1/ 4"

2"1"

3"

3 1/2"

1/

2"

HEAVY DUTY, CORROSION

RESISTANT "PIN STRAP",

EPOXY ANCHOR INTO EITHER

SIDE OF PRECAST HEADER

1/

4"

FIG. 2

NAILING FIN OF WINDOW

AIR BARRIER LAP OVER

FLASHING

2 X BLOCKING

ALUM. CLAD FIXED WINDOW

1-1/2" FIBER CEMENT TRIM

SELF-ADHERED FLEXIBLE

FLASHING EXTEND 3" PAST

METAL FLASHING

5/8" FIBER CEMENT FRAMING

FIBERS CEMENT STARTER TYP.

INT. WD TRIM

BACKER ROD & SEALANT TYP.

FIBER CEMENT LAP SIDING (FS 1)

REF.

1/

2"

1/

4" NAILING FIN TYP.

SPRAY FOAM INSULATION @

JAMBS AND HEAD TYP.

/12 A5.2

1/

2"

2"

HEADER, SEE STRUCTURAL

A

1/ 4"

INT. WD TRIM

AIR BARRIER WRAPPED

TO INTERIOR

1-1/2" FIBER CEMENT TRIM

2X WOOD BLOCKING

BACKER ROD & SEALANT

EITHER SIDE

1/4"

3 1/2"

3 1/2" 1/4"

1/ 4"

SELF-ADHERED FLEXIBLE

FLASHING OVER NAILER FIN, 3" OF

OVERLAP MIN. ON TO WEATHER

BARRIER

3/4" FIBER CEMENT FRAMING

FIBERS CEMENT LAP SIDING (FS-1)

REF. /12 A5.2

AIR BARRIER WRAPPED

TO INTERIOR

1-1/2" FIBER CEMENT TRIM

2X BLOCKING, SILL SUPPORT

BACKER ROD AND SEALANT

3 1/2"

FIBER CEMENT LAP SIDING (FS1)

REF.

1/

2"

3/4"

INT. WOODTRIM

/12 A5.2

C

ALUM. CLAD WINDOW

BACKER ROD & SEALANT

T.O. BANDING

116' - 3"

WINDOW SILL, TYP.

116' - 4"

AIR BARRIER WRAP

TO INTERIOR, UNDER

SILL FLASHING

FLASHING, TO MATCH

FIBER CEMENT TRIM.

OVERLAP AIR BARRIER

PRE-CAST WALL

BANDING, REF.

3/4" THICK FIBER CEMENT TRIM

/14 A5.5

2x BLOCKING, SILL SUPPORT

3 1/2"

1-1/4" INT. WOODTRIM

1/

2"

3/4"

D

1/

2"

1/ 4"

3 1/2"

5"

3/4"

VARIES

3/4"

WP-4

TYP.

WD TRIM PAINT

GRADE PINE TYP.

1/

2"

3 1/2"

2 1/4"

REF. WINDOW TYPES

2 1/4"

5"

FS3-1 TYP ALL ALL

WINDOW TRIM

TRIM @ HEADER HEAD IS

+0.25" PROUD OF SIDE

TRIM

REF. WINDOW TYPES

6"

4 1/2"

4 1/2"

6"

PRECAST

PRECAST

0 1 2 3 4 5 6 7 8 9 10 inches

DRAWING NO.

PKG

NO.

SHEET

OF

PROJECT NO.:

REVISIONS:

DESIGNED

TECH. REVIEW

CADD

DESIGNED SUB SHEET NO. TITLE OF SHEET

06.01.2018

5/

/2

:1 5:

P

M

A9.12

06.01.18C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

DETAILS - WINDOW

13083

INRC OFFICE BUILDING - PHASE 3

USDA FOREST SERVICE

JB

AN

AN

: 3" = 1'-0"A9.12

3 WINDOW DETAIL_PRECAST @ HEAD

: 3" = 1'-0"A9.12

7 WINDOW DETAIL__STONE @ JAMB

: 3" = 1'-0"A9.12

11 WINDOW DETAIL_PRECAST @ SILL

: 3" = 1'-0"A9.12

2 WINDOW DETAIL_FIBER CEMENT @ HEAD

: 3" = 1'-0"A9.12

6 WINDOW DETAIL_FIBER CEMENT @ JAMB

: 3" = 1'-0"A9.12

10 WINDOW DETAIL_FIBER CEMENT @ SILL

: 3" = 1'-0"A9.12A5.5

14 WINDOW DTL. _FIBER CEMENT SILL @ WALL BANDING

: 1/2" = 1'-0"A9.12

8 INTERIOR WINDOW TRIM DETAIL TYPICAL

: 1/2" = 1'-0"A9.12

5 EXTERIOR WINDOW TRIM @ FS-1 TYPICAL

: 1/2" = 1'-0"A9.12

9 EXTERIOR WINDOW TRIM @ SW-1 TYPICAL

BACKER ROD & SEALANT,

EACH SIDE

PRECAST CONCRETE COLUMN

SPACER NON-STRUCTURAL,

ALIGNED WITH EDGES OF

STOREFRONT

VENTILATED METAL "J"

TERMINATION PLATE

AIR BARRIER WRAPPED TO

INTERIOR

SIM. NATURAL STONE (NS)

REF. 11/A5.2

2 1/2"

SEALANT

BACKER ROD & SEALANT,

EACH SIDE

AIR BARRIER WRAPPED TO

INTERIOR

2X WD BLOCKING AS REQ.

NATURAL STONE (NS)

REF. 11/A5.2

ALUM. STOREFRONT

ALIGN CORNERING STONE

VENEER, WITH LEADING EDGE

OF STOREFRONT

SEALANT EITHER SIDE

3"

ALUM. STOREFRONT

BACKER ROD &

SEALANT, EACH SIDE

NATURAL STONE (NS)

REF. 11/A5.2

SELF-ADHERED FLEXIBLE

FLASHING 3" MIN OVERLAP

OVER AIR BARRIER

MORTAR JOINT BETWEEN STONE

VENEER AND BREAK METAL, WRAP

BREAK METAL UP WALL TO ACT AS

FLASHING, ALLOW "WEEP- GAP" @

EVERY 48" IN THE MORTAR JOINT

WRAP AIR BARRIER TO

INTERIOR

WOOD FRAMED W/ 2X FRAMING,

BRACE AS REQ.

3/4" LAG SCREW & FLAT WASHER,

FASTEN TO STUD WALL, SPACE @

EVERY OTHER STUD. PREDRILL

EACH SCREW

SPRAY FOAM INSULATION

1/2" CDX PLYWOOD

CONCEALED FASTENER, AND CLIP

FASTENED THROUGH PREVIOUSLY

APPLIED PIECE OF BREAK METAL.

22 GA. BREAK METAL ASSEMBLY

COLOR TO MATCH STOREFRONT

1/ 2"

1/

2"

1/ 2"

1' - 0" 1"

1/4"- 1' SLOPE

WD BLOCKING UNDER BREAK METAL,

SLOPED TO DRAIN

NOTE: ALL BREAK METAL SHALL BE

SECURED IN SUCH A WAY THAT THE

METAL LAYS FLUSH AND TIGHT WITH

THE SUBSTRATE MATERIAL, USE

BLOCKING AND/OR COUNTER SINK

FASTENERS AS NECESSARY

SELF-ADHERED FLEXIBLE

FLASHING 3" MIN OVERLAP

OVER AIR BARRIER

D

USE BLOCKING IN WALL ATTACHED TO W FLANGE

WHERE REQUIRED TO CREATE FLUSH SURFACE TO

ATTACH BREAK METAL ASSEMBLY

HEADER VARIES REF. STRUCT

NATURAL STONE (NS)

REF. 11/A5.2

INT. WDTRIM

BACKER ROD & SEALANT

AIR BARRIER WRAPPED TO

INTERIOR

PRECAST STONE HEADER

SLOPED TO DRAIN ATTACHED

WITH PINSTRAPS EITHER SIDE

REF. FIG 2 / A9.12

3/4" X 3/4" X 1/8" STEEL ANGLE. WELDED

TO LEDGER ANGLE, ALIGN WITH KEY-

SLOT IN BOTTOM OF PRE-CAST HEADER.

LEAVE A "WEEP-GAP" EVERY 48".

COMPOSITE SHIM, AS REQUIRED FOR

PROPER ALIGNMENT

3" x 4" x 1/4" STEEL LEDGER ANGLE

3/8" LAG SCREW & FLAT WASHER, FASTEN

TO STUD WALL, SPACE @ EVERY-OTHER

STUD. PRE-DRILL EACH SCREW. FLEXIBLE

FLASHING OVER LAG.

3/4"

1/

2"

1/ 4"

AIR BARRIER WRAPPED TO

INTERIOR

2X BLOCKING AS REQ

ALUM. STOREFRONT

5/8" FIBER CEMENT TRIM

BACKER ROD & SEALANT,

EACH SIDE

3 1/2"

FIBER CEMENT LAP SIDING (FS 1)

REF.

1/4"

1-1/2" FIBER CEMENT TRIM BOARD

/12 A5.2

1/ 2"

2"

AIR BARRIER WRAPPED TO

INTERIOR

1 X WD BLOCKING AS REQ.

ALIGN FACE STOREFRONT

WITH OUTSIDE FACE OF

PLYWOOD SHEATHING TYP.

FIBER CEMENT STARTER BLOCK

BACKER ROD & SEALANT

EITHER SIDE

FIBER CEMENT LAP SIDING (FS 1)

REF.

1-1/2" FIBER CEMENT TRIM

5/8" FIBER CEMENT TRIM

SPRAY FOAM INSULATION @

JAMBS AND HEAD TYP.

WRAP GWB BEHIND

STOREFRONT, SEALANT

@TRANSITION TYP.

/12 A5.2

GWB

1/

2"

2"

1/ 4"

A

GLULAM HEADER

REF. STRUCT.

ALUM. STOREFRONT

FIBROUS EXPANSION JOINT

FILLER

RIGID INSULATION @

PERIMETER TYP.

BACKER ROD & SEALANT,

EACH SIDE

LEADING EDGE OF

STOREFRONT EXTENDS

BEYOND FOUNDATION TO

ALIGN VERT. W/ PLYWOOD

SHEATHING

FOUNDATION VARIES

REF. STRUCT.

FLOORING MATERIAL

VARIES REF. FIRST FLOOR

FINISH PLAN 9/A2.1F

1/

2"

BEVEL SLAB AND INSULATION

1/2"

SEALANT

ALIGN EDGE OF STORE

FRONT WITH OUTSIDE EDGE

OF GWB

BACKER ROD & SEALANT

EACH SIDE

STONE VENEER WALL (###)

REF. ##/A##

TERMINATE GWB BEHIND

STOREFRONT

HEADER REF STRUCT.

0 1 2 3 4 5 6 7 8 9 10 inches

DRAWING NO.

PKG

NO.

SHEET

OF

PROJECT NO.:

REVISIONS:

DESIGNED

TECH. REVIEW

CADD

DESIGNED SUB SHEET NO. TITLE OF SHEET

06.01.2018

5/

/2

:1 5:

P

M

A9.13

06.01.18C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

DETAILS - STOREFRONT

13083

INRC OFFICE BUILDING - PHASE 3

USDA FOREST SERVICE

JB

AN

AN

: 3" = 1'-0"A9.13A6.1

11 STOREFRONT DETAIL _ INT STONE @ JAMB

: 3" = 1'-0"A9.13A6.1

14 STOREFRONT DETAIL _STONE @ JAMB

: 6" = 1'-0"A9.13A4.1

6 STOREFRONT DETAIL_STONE @ HEAD

: 3" = 1'-0"A9.13A6.3

10 STOREFRONT DETAIL_STONE @ SILL

: 3" = 1'-0"A9.13A6.2

13 STOREFRONT DETAIL_FIBER CEMENT @ JAMB

: 3" = 1'-0"A9.13A6.1

5 STOREFRONT DETAIL_FIBER CEMENT @ HEAD

: 3" = 1'-0"A9.13A6.1

9 STOREFRONT DETAIL_FOUNDATION @ SILL

: 3" = 1'-0"A9.13A6.1

1 STOREFRONT DETAIL W/ ACT INT - HEADER

0 1 2 3 4 5 6 7 8 9 10 inches

DRAWING NO.

PKG

NO.

SHEET

OF

PROJECT NO.:

REVISIONS:

DESIGNED

TECH. REVIEW

CADD

DESIGNED SUB SHEET NO. TITLE OF SHEET

06.01.2018

5/

/2

:1 5:

P

M

F2.1

06.01.18C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

FIRST/GROUND LEVEL FURNITURE

PLAN

13083

INRC OFFICE BUILDING - PHASE 3

USDA FOREST SERVICE

MG

MG

PKG

NO.

SHEET

OF

PROJECT NO.:

REVISIONS:

DESIGNED

TECH. REVIEW

CADD

DESIGNED SUB SHEET NO. TITLE OF SHEET

06.01.2018

5/

/2

:1 5:

P

M

F2.2

06.01.18C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

SECOND LEVEL FURNITURE PLAN

13083

INRC OFFICE BUILDING - PHASE 3

USDA FOREST SERVICE

MG

PKG

NO.

SHEET

OF

PROJECT NO.:

REVISIONS:

DESIGNED

TECH. REVIEW

CADD

DESIGNED SUB SHEET NO. TITLE OF SHEET

06.01.2018

5/

/2

:1 5:

P

M

F9.1

06.01.18C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

FURNITURE - DETAILS

13083

INRC OFFICE BUILDING - PHASE 3

USDA FOREST SERVICE

MG

A A

E E

D D

B B

TOC 90' - 0"

TOC 100' - 0"

F2

F1

F2

F4

HSS 4x4x1/4

F2

4" CONC SLAB ON

GRADE W/ FIBERMESH

F2

F2

F3F2

F2

S J

S J

3' - 0" 1' - 2"

/4

/4

F2

S J S

J

S J

4" CONC SLAB

ON GRADE W/

FIBERMESH

F2

F2

TO PIT 86' - 0"

F2

F1

F1F1

F1

F1

F1

F1

F1

F1

F1

F1

F1

180' - 0"

4'

1/

2" 8'

0"

8'

0"

F2

F2

/2

14' - 3 1/2"

1'-5" WIDE x 12'-5" LONG CONC

WALLS W/ 2'-0" WIDE PRECAST

CONC CAP (3 PLACES)

S9.2

S9.2

S9.2

S9.2

S9.1

S9.2

S9.1

S9.2

S9.1

S9.2

S9.2

C C

36' - 0" 16' - 0" 92' - 0" 36' - 0"

F1

5' - 0"

/4

/2

C5

C5

C4

C4

C5

C4

C5

F4

F4

F4

F4F4

F4

16' - 0" 36' - 0" 12' - 0" 28' - 0" 52' - 0" 36' - 0"

F1

8' - 0 3/16"

16' - 0"

S J

S J

TOW 99' - 9 3/8"

TOW 99' - 9 3/8"

S9.2

S9.1

TOF 89' - 8"

TOF 89' - 8"

C3 F3

TOW 100' - 0"

TOF 96' - 0"

TOF 96' - 0"

TOF 96' - 0"

TOW 100' - 0"

TOW 100' - 0"

TOF 96' - 0"

TOW 100' - 0"

C4

TOW 100' - 0"

TOW 100' - 0"

TOF 96' - 0"

S9.1

S9.2

S9.2

S J

S J

S J

S J

S J

S J

S J

S J

S9.1

C4

S J

S J

S J

S J

S J

S J

S J

S J

S J

S J

S J

S J

S J

S J

S J

TOF 96' - 0"

TOW 100' - 0"

S9.3

F3

C4

C4

F3

S J

S J

S J

S J S J

S J S J

S J

S J

S J

S J

S J

S J

S J

/2

F1 F1

S J

S J S J

S J

S J

F4

S J

S9.3

C3

F4

TOW 100' - 0"

18' - 0" 18' - 0"

/4

S J

/4

/2

/4

S J

S J

F5

S9.1

S9.4

/4

8' - 1 1/4"

/2

F6

C6 C6 C6

C6

(2 PLACES)(2 PLACES)

(2 PLACES)

(2 PLACES)

1'-5" WIDE x 5'-0" LONG

CONC WALL W/ 2'-0"

WIDE PRECAST CONC

CAP

S9.4

C4

TRUSS BEARING ELEVATION

INDICATES AREA OF ROOF OVERFRAMING

ROOF FRAMING NOTES:

XX'-XX"TB

TOP OF WALL ELEVATION

XX'-XX"TOW

- ALL TRUSSES @ 24" UNO

-USE 2-2x8 BOX HEADER, TYP UNO ON THIS PLAN

WS STEP IN WALL PLATE HEIGHT

INDICATES ATTIC SPACE BELOW

© Copyright D'Amato Conversano Inc. All Rights Reserved This document, and the ideas and designs may not be reused, in whole or in part, without written permission from D'Amato Conversano Inc.

D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use.

www.dci-engineers.com

CIVIL / STRUCTURAL

BILLINGS | BOZEMAN | MISSOULA

0 1 2 3 4 5 6 7 8 9 1 inches

DRAWING NO.

PKG

NO.

SHEET

OF

PROJECT NO.:

REVISIONS:

DESIGNED

TECH. REVIEW

CADD

DESIGNED SUB SHEET NO. TITLE OF SHEET

05/2018

5/

/2

2:

:1

P

M

S1.1

06.01.18C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

FOUNDATION PLAN

13083

INRC OFFICE BUILDING - PHASE 3

USDA FOREST SERVICE

Checker

Author

Designer

: 1/8" = 1'-0"S1.1

16 FOUNDATION PLAN

FOOTING SCHEDULE

TYPE

MARK WIDTH LENGTH THICKNESS FOOTING REINF COMMENTS

F1 1' - 8" CONT 10" 2-#4

F2 2' - 0" CONT 10" 3-#4 & #4 @ 18" OC,

SHORT

F3 3' - 0" 3'-0" 10" 5-#4 EA WAY

F4 4' - 0" 4'-0" 10" 6-#4 EA WAY

F5 3' - 0" 14'-0" 10" 5-#4 LONG, 13-#4 SHORT

F6 3' - 0" 7'-0" 10" 5-#4 LONG, 7-#4 SHORT

COLUMN SCHEDULE

TYPE MARK TYPE BASE PLATE

C3 3-2x6 STUD PACK

C4 4-2x6 STUD PACK

C5 HSS4X4X3/8

C6 10x10

S1.1

1 3/4x11 7/8 LVL @ 16" OC

1 3/4x11 7/8 LVL @ 16" OC

59' - 11"

8' - 8" 12' - 0" 28' - 0" 11' - 3"

39' - 3"

B6

S9.2

S9.2

S9.2

S9.2

C C

B12

/4

/4

S9.1

B

B

B

B

C4

C4

C4

C4

B

HATCHED WALLS

INDICATED 2x6 BEARING

WALLS ABOVE

HATCHED WALLS

INDICATED 2x6 BEARING

WALLS ABOVE

B

C4

ABV

S9.1

FLOOR JOIST

I-JOIST SHALL BE ENGINEERED WOOD JOIST

WITH THE FOLLOWING REQUIREMENTS:

MIN FLANGE WIDTH:

0'-16' - 2 1/4" FLANGE

16'-24' - 3 1/2" FLANGE

DEFLECTION

LL = L/480

TL = L/360

1/4

11 7/8" RAFTERS

@ 16" OC W/ TYP

FACE HANGER

2x12 LEDGER W/ 3-# 12x3 1/2" SCREWS

@ 16" OC

8d @ 4" OC

2x6 @ 16" OC

W/ 1/2" OSB

TO PARA

SEE PLAN

2x6 @ 16" OC

W/ 1/2" OSB

TO PARA

SEE PLAN

4x10 @

24" OC

1x T&G W/

5/8" OSB

10d @ 6" OC

8d @ 4" OC

TAPERED 2x10

@ 16" OC

SEAT TIGHT

BLOCKING

8d @ 3" OC

/2

/4

TYP 2-2x10

HEADER

LAP EA STUD

& SCREW W/

4-#12x3", TOP

& BOTTOM

S E

E A

R C

H

C10x20

STRINGER

3 1/8x12 GL

TREAD, TYP

3/8"x4" BASE PLATE W/ 3-5/8"Øx4" LAGS TO

BLOCKING BEAMS

BLW

1/4" END

CAP PL

(V)

4" 4"

SEE A8.0 FOR

RAILING

1" 2 1/2"

BEAM,

SEE PLAN

L2x2x1/4x0'-7" W/ 3- 3/8"Øx2 1/2"

LAGS TO TREAD

1/4" TOP &

BOTTOM PLATE'S

& REQUIRED

3/16

FACE PLATE 3/8"x4"

W/ 3-5/8"Ø THRU

BOLTS

© Copyright D'Amato Conversano Inc. All Rights Reserved This document, and the ideas and designs may not be reused, in whole or in part, without written permission from D'Amato Conversano Inc.

D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use.

www.dci-engineers.com

CIVIL / STRUCTURAL

BILLINGS | BOZEMAN | MISSOULA

0 1 2 3 4 5 6 7 8 9 1 inches

DRAWING NO.

PKG

NO.

SHEET

OF

PROJECT NO.:

REVISIONS:

DESIGNED

TECH. REVIEW

CADD

DESIGNED SUB SHEET NO. TITLE OF SHEET

05/2018

5/

/2

2:

:1

P

M

S2.1

06.01.18C O

N S

T R

U C

T

IO

N D

O C

U M

E N

T S

MAIN FLOOR PLAN

13083

INRC OFFICE BUILDING - PHASE 3

USDA FOREST SERVICE

TRB

JRM

TRB

: 1/8" = 1'-0"S2.1

11 MAIN FLOOR FRAMING PLAN

BEAM / HEADER SCHEDULE

Type Mark Type

B2 2-1 3/4x11 7/8 LVL

B3 3-1 3/4x11 7/8 LVL

B5 3-1 3/4x16 LVL

B6 W14X38

B7 W24X68

B9 10x16 DF

B10 W10X33

B11 5 1/8x18 GL

B12 W14X26

COLUMN SCHEDULE

TYPE MARK TYPE BASE PLATE

C3 3-2x6 STUD PACK

C4 4-2x6 STUD PACK

C5 HSS4X4X3/8

C6 10x10

NOTE:

ALL HEADERS NOT DESIGNATED SHALL BE

CONSIDERED 'B1'

B1 2-2x10

: 3/4" = 1'-0"S2.1

5 DETAIL

: 3/4" = 1'-0"S2.1

10 DETAIL

: 3/4" = 1'-0"S2.1

15 DETAIL

S2.1

S2.1

S2.2S1.0

: 3/4" = 1'-0"S2.1

3 DETAIL

S2.2