Drawings_Part_10_2018_06-01.pdf

16" I-JOIST @ 16" OC

16" I-JOIST @ 16" OC

16" I-JOIST @ 16" OC

16" I-JOIST @ 16" OC

16" I-JOIST @ 16" OC

16" I-JOIST @ 16" OC

16" I-JOIST @ 16" OC

16" I-JOIST @ 16" OC

TAPERED 2x10 @ 24" OC

11 7/8" I-JOIST @ 16" OC

4x14 @ 24" OC

2x8 @ 16" OC

/4 x L

V L

O C

3/

4x

L V L

4" O

C

T A

P E

R E

D x

O C

TAPERED 2x10 AWNING

JOIST @ 16" OC, LAP STUDS

HSS 4x4x3/16 @

3'-3" OC

A A

E E

D D

B B

B

B

B

B5 B5

B

B1 B3

B1 B3

B

B 5 C4

ABVB

LOW ROOF FRAMING

C4

C4

ABV

ABV

C4

ABV

C4

C4

ABV

ABV

B

B

C4

C4

ABV

ABV

B12

B

B2

B2

S9.2

S9.2

S9.2

S9.2

B9

WALL ABOVE

S9.2

S9.2

C5

C5

1 1/8" -2/4/1- T&G OSB

TO SUBFLOOR 113' - 6"

C C

TYP

C4

ABV

C4

TYP

ABV

B2

B

S9.3

WOOD FRAMED STAIRS,

SEE DETAILS

B3

B6

S9.3

S9.3

10x16 & TRIPLE 1 3/4x16

LVL CANTILEVERED

ALONG WALL

S9.3

STAIRS,

SEE

NOT TO

LEFT

METAL

FASCIA

HATCHING INDICATES EXTENDED 2ND

FLOOR

B3 B3

C4

BLW

S9.3

S9.3

SIM

B12

B

HATCHING

INDICATES

LOW ROOF

FRAMING

B

B

C4

C4

C4

BLW

BLW

BLW

C4 BLW

2' - 8 1/2" 22' - 7 3/8" 2' - 8 1/8"

TAPERED 2x10

AWNING JOIST

@ 16" OC, LAP

STUDS

S2.1

S E

E A

R C

H

D B

L

D B

L

MECH OPENING TBD

1/2" OSB 'FLOOR'

SEE 15/S2.2

FOR ROOF

FRAMING

ABOVE

B7

( 112' - 2 5/8" )

B7

( 112' - 2 5/8" )

B7

( 112' - 2 5/8" )

C4

BLW

B

/8

S2.1

S2.1

3 1/2x16

LVL RIM

HATCH

INDICATES

'APPLIED'

TAPERED

FRAME

DBL

DBL

S9.3

3 1/2x16

LVL RIM

HATCH INDICATES

'APPLIED' TAPERED

FRAME

1 3/4x16 LVL AWNING

FRAMING @ 24" OC,

SEE 16/S9.3

B

B1

B

B

B9

S9.4

CLOSED RISER

WOOD FRAMED

STAIR ASSEMBLY,

SEE A8.1 & SEE 9/S9.1

FOR STRINGER TO

SLAB, USE SHAPED 1

3/4x11 7/8 LVL

STRINGERS (SINGLE

EDGE / DBL CENTER) -

1 1/8" OSB TREADS.

USE 2x8 @ 16" OC @

LANDING

SEE A7.1 FOR EXTENT

OF TIMBER JOIST

3-1 3/4x16 LVL

ALONG WALL

W/ BACKSPAN

B11

S9.3

FLOOR JOIST

I-JOIST SHALL BE ENGINEERED WOOD JOIST

WITH THE FOLLOWING REQUIREMENTS:

MIN FLANGE WIDTH:

0'-20' - 2 1/4" FLANGE

20'-25' - 3 1/2" FLANGE

DEFLECTION

LL = L/480

TL = L/360

C

HSS 4x4x3/16

HSS 4x4x1/2

HSS 4x4x1/2

1 1/2x22GA 'B'

DECKING

CEILING FRAMING BELOW

S9.3

S9.3

S9.3

TOP 116' - 1"

TOP 116' - 1"

(V)

(V)

TOS = 115'-2"± (V)

© 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.

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UPPER FLOOR PLAN

13083

INRC OFFICE BUILDING - PHASE 3

USDA FOREST SERVICE

TRB

JRM

TRB

: 1/8" = 1'-0"S2.2

11 UPPER 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

: 1/8" = 1'-0"S2.2

15 ROOF FRAMING PLAN

MAIN STAIR ASSEMBLY

-CLOSED RISER / WOOD

FRAMED STAIRS FROM MAIN

TO MASEMENT, SEE NOTES AT

FAR RIGHT OF SHEET.

-C10x20 STRINGERS & 3 1/8x12

GL TREADS FROM MAIN TO

UPPER LEVEL, SEE A8.1 & A9.0

& 3/S2.1.

-CONNECTION TREADS TO

STRINGERS W/ L2x2x1/4x0'-7"

ANGLE, WELD TO STRINGERS,

3-3/8"Øx2 1/2" LAGS TO

TREADS

-SEE DETAILS 9/S9.1 & 3/S2.1

FOR REFERENCE FRAMING

CONDITIONS

-PROVIDE 1 3/4x9 1/4 LVL'S @

16" OC @ CANTILEVERED

INTERMEDIATE LANDING

(TRIPLE @ STRINGERS) W/ 3/4"

T&G OSB SHEATHING

S2.2

A A

E E

D D

B B

B

B

6:12

:1

:1

:1

:1

4:12

:1

RIDGE

R

ID

G E

SKYLIGHT

B

B

C4

C4

C4 C4

C4

C4

S9.2

S9.4

STRUCTURAL FASCIA

STRUCTURAL FASCIA

:1

6:12 :1

:1

:1

:1

R

ID

G E

C C

:1

5/8" -32/16- OSB,

SEE GENERAL

NOTES

TB 124' - 0"

TB 124' - 0"

B11

B11

S9.4

WS WS

MT

MT

G

IR

S9.4

TB 124' - 0"

G T

S H

T

JT

SHGT

TB 124' - 0"

GT

SHT

A T

SHGT

S9.4

S9.4

TB 124' - 0"

JT

SHGT

S H T

S H T

S9.4

S9.4

J T

S H

G T

S H

T

G

IR

M T

M T

A T

A T

M T

SHT

SHT

M T

G

IR G

IR

GIR

GIR

SHGT

JT

4' - 0" 4' - 0"

4' - 0"

4' - 0"

4' - 0"

4' - 0" 4' - 0"

6:12

6:12

TB 123' - 0"

TB 123' - 0"

RIDGE

S9.4

S9.4

S9.4

S9.4

S9.4

S9.4

6:12

6:12

JT

A T

GIR

GIR

GIR

S9.4

S9.4

MIN

8' - 4"

TYP OVERHANG,

COORDIANTE WITH

ARCH SECTIONS

B2

B2

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

TRUSS REFERENCE SCHEDULE

GT

MARK TRUSS TYPE

GABLE TRUSS

MT MONO TRUSS

AT ATTIC TRUSS

JT JACK TRUSS

SHT STEPPED HIP TRUSS

SHGT STEPPED HIP GIRDER TRUSS

GIR GIRDER TRUSS

HT HIP TRUSS

ALL TRUSSES @ 24" OC, UNO

© 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.

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ROOF FRAMING PLAN

13083

INRC OFFICE BUILDING - PHASE 3

USDA FOREST SERVICE

TRB

JRM

TRB

: 1/8" = 1'-0"S2.3

11 ROOF FRAMING PLAN

COLUMN SCHEDULE

TYPE MARK TYPE BASE PLATE

C3 3-2x6 STUD PACK

C4 4-2x6 STUD PACK

C5 HSS4X4X3/8

C6 10x10

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

NOTE:

ALL HEADERS NOT DESIGNATED SHALL BE

CONSIDERED 'B1'

B1 2-2x10

S2.3

1S

1S

AS AS

BS BS

TOP 100' - 11 1/2" TOF 97' - 0"

12"x20" CONC PIER

(2 PLACES)

3'-0" SQ x 12" DEEP

FOOTING W/ 5-#5 EA

WAY (2 PLACES)

100'-0"

REF GRADE

2-8x TAPERED COLUMNS

(2 PLACES)

S2.5

1S

1S

AS AS

BS BS

16' - 8 1/2"

"6x12 TAPERED

BEAMS

(2 PLACES)

SEE ARCH

FOR ROOF

TRRUSS

OVERFRAMIN

G

/2

/2

S2.6

S2.6

FULL LENGTH DF

2x6 T&G 'LID'

TO DECKING

108'-6 1/2"

SEE PLAN

TOP

2 1/2"

TIGHT 3/4"x4"

KERF COL

BASE

HSS

4x4x3/8x1'-0" W/

1/4" CAP

SEE PLAN

TOP

TAPERED 8x

COLUMNS

2-1"Ø THRU

BOLTS W/

BRIDGE

WASHERS

BASE PL 3/4x6x1'-2" W/ 6-3/4"Øx6" HAS (3"x5 1/2" GA)

HSS

4x4x3/8x1'-0" W/

1/4" CAP

SEE PLAN

TOP

SEE PLAN

TOF

2 1/2"

SEE PLAN

DBL 8x

TAPERED DF

COL

3/4" CHAMFER

#3 TIES @ 10" OC,

3 @ 4" OC @ TOP

6-#5 VERTS

S2.5

A A

B B

TYP PIER

GRID

GRID

1' - 10"

2" CLR, TYP

SECTION B-B - BASE PL

GRID

GRID

BASE PL 3/4x6x1'-2" W/ 6-3/4"Øx6" HAS (3"x5 1/2" GA)

HSS

4x4x3/8x1'-0" W/

1/4" CAP

1/412x20 PIER

SECTION A-A - COLUMN BASE

GRID

GRID

7 1/2" 2 1/2"

/2

2-1"Ø THRU BOLTS

W/ BRIDGE

WASHERS

TIGHT 3/4"x4" KERF

AROUND COL

6-#5 VERTS

#3 TIES @ 10" OC,

3 @ 4" OC @ TOP

12x20

PIER

SEE ARCH FOR

HANDSCAPE

© 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.

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SMOKING STRUCTURE PLANS - ALT

#2

13083

INRC OFFICE BUILDING - PHASE 3

USDA FOREST SERVICE

Checker

Author

Designer

: 1/4" = 1'-0"S2.5

5 FOUNDATION PLAN - SMOKING STRUCTURE

: 1/4" = 1'-0"S2.5

7 ROOF FRAMING PLAN - SMOKING STRUCTURE

: 3/4" = 1'-0"S2.5

11 BASE DETAIL

: 1" = 1'-0"S2.5S2.5

13 TYPICAL PIER

AP

AP

BP

BP

1P 1P

2P 2P

12"x20" CONC PIER

(4 PLACES)

2-8x TAPERED

COLUMNS (4

PLACES)

3'-6"x4'-6"x12" DEEP

COOTING W/ 5-#5 EA

WAY (4 PLACES)

100'-0"

REF GRADE

TOF 97' - 0"

TOP 100' - 11 1/2"

TYP

TYP

S2.5

AP

AP

BP

BP

1P 1P

2P 2P

/2

/2

(TOJ 109'-0")

1' - 1 1/2" 28' - 10" 1' - 1 1/2"

8' - 4 1/4" 14' - 5" 8' - 3 3/4"

31' - 1"

/2

/2

13A

S2.6

13B

S2.6

6x12 TAPERED BEAMS

(TOB = 8'-4 1/2")

SEE ARCH FOR ROOF

TRUSS OVERFRAMING

S2.6

S2.6

FULL LENGTH DF

2x6 T&G 'LID'

TO DECKING

108'-6 1/2"

GRID

/4

SEE ARCH

3' - 9"

PREFAB TRUSS

OVERFRAMING

NOTCHED & TAPERED

3x12, SEE PLAN FOR

SPACING

2-8" TIMBERLOK

TOE SCREWS,

EA SIDE

6x12

INSTALL FINAL

SOFFIT BOARDS

AFTER

TRUSSES

INSTALLED

SEE ARCH

PREFAB TRUSS

OVERFRAMING

3x12

2-8" TIMBERLOK

TOE SCREWS,

EA SIDE,

RECESS & PLUG

1' - 1 1/2" SEE PLAN

SEE ARCH

TAPERED 6x12

2x6 T&G

6x12, SEE ARCH

FOR END TAPER

2-1"Ø THRU BOLTS,

EA COL W/ BRIDGE

WASHERS

TAPERED 8x

COL (8 1/2 BASE

TO 13 1/2)

3x12 JOIST @ PAVILION, SEE 11/S2.6 FOR CONN

5 1/2" 8"

/2

/2

2 1/2"

A B

FULL LENGTH

2x6 T&G

/4

SEE ARCH FOR ROOF

TRUSSES ATOP

© 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.

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06.01.18C O

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PAVILION PLANS - ALT #1

13083

INRC OFFICE BUILDING - PHASE 3

USDA FOREST SERVICE

TRB

JRM

TRB

: 1/4" = 1'-0"S2.6

5 FOUNDATION PLAN - PAVILION

: 1/4" = 1'-0"S2.6

7 ROOF FRAMING PLAN - PAVILION

: 3/4" = 1'-0"S2.6S2.6

11 EAVE DETAIL

: 3/4" = 1'-0"S2.6S2.6

15 EAVE DETAIL

: 3/4" = 1'-0"S2.6S2.5

13 TYP TOP CONNECTION

A A

E E

D D

B B

C C

A

TYP @ PERIMETER

A

A

A

B

B B

B

B B

B

B

B

A

SHEAR WALL SCHEDULE

MARK

ADDITIONAL REMARKS:

WALL

SHEATHING

EDGE

NAILING

FIELD

NAILING

FND ANCHOR REMARKS

BOT PL TO RIM

(SOLE NAILING)

1/2" SHTHG,

ONE SIDE OF

WALL

8d @ 6" OC

10d COOLER

NAILS @ 4" OC

8d @ 12" OC -

5/8" DIA AR @ 48" OC

7" EMBED

5/8" GYP BOARD

EA SIDE

16d @ 6" OC

16d @ 4" OC

(1,2,3,4,5)

INDICATES SPECIAL SHEAR WALL TYPE, ALL EXT WALLS ARE TO BE 2x6 @ 16" OC (UNO) W/ 8d NAILS @ 6" OC, EDGE NAILING AND 12" OC, FIELD

NAILING, W/ 5/8" DIA AR @ 48" OC, UNLESS DESIGNATED SPECIAL,

'SIMPSON' MASAPZ ANCHORS MAY BE USED IN LIEU OF 5/8" DIA AR AT

CONTR OPTION WITH EQUIVALENT SPACING

1. ALL WD SHEATHED WALLS SHALL BE BLOCKED AT ALL SHTHG EDGES,

EDGE NAILING APPLIED TO ALL T&B PLS, VERT JOINTS, HORIZ BLOCKED

JOINTS, WALL CORNERS AND HOLDOWN ANCHOR STUDS

2. PROVIDE 3x3x1/4 PL WASHERS AT ALL ANCHOR RODS

3. EMBED ALL ANCHOR RODS 7" MIN, UNO

4. ANCHOR RODS & WASHERS IN CONTACT W/ PT PLS SHALL BE

GALVANIZED OR STAINLESS STEEL

5. PROVIDE PT 3x SILL PLATES WHERE INDICATED

6. STUD LAYOUT SHALL MATCH FRAMING MEMBER LAYOUT ABOVE WHERE

APPLICABLE

7. DBL TOP PLS SHALL BE ATTACHED PER 'TYP MIN DOUBLE PLATE LAP & MIN

NAILING'

8. SEE 'ALLOWABLE PENETRATIONS FOR LIGHT FRAMED LUMBER 2x

LUMBER' FOR ALLOWABLE FRAMING PENETRATIONS

9. SEE 'TYPICAL FLOOR & ROOF SHEATHING ATTACHMENT' FOR HORIZ

DIAPHRAGM NAILING, BLOCKING AT UNSUPPORTED PANEL EDGES NOT

REQUIRED UNLESS SPECIFICALLY INDICATED ON PLAN

10. SEE 'TYP WALL SHTHG ATTACHMENT' FOR SHEAR WALL NAILING,

BLOCKING, & FOUNDATION ANCHOR SPACING

11. RIM / BLOCKING TO TOP PL ATTACHMENT SHALL BE BASED ON SHEAR

WALL TYPE BELOW

5/8" DIA AR @ 48" OC

7" EMBED

10d COOLER

NAILS @ 12" OC

A A

E E

D D

B B

C C

A

A

A

B

B

B

B

A

B

TYP @ PERIMETER

© 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.

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S3.1

06.01.18C O

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T R

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T

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O C

U M

E N

T S

SHEAR WALL PLANS

13083

INRC OFFICE BUILDING - PHASE 3

USDA FOREST SERVICE

Checker

Author

Designer

: 1/16" = 1'-0"S3.1

5 MAIN FLOOR SHEAR WALL PLAN

: 12" = 1'-0"S3.1

7 SHEARWALL SCHEDULE

: 1/16" = 1'-0"S3.1

13 UPPER FLOOR SHEAR WALL PLAN