Drawings_Part_8_2018_06-01.pdf
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- Attached to
- INRC - Phase III
- Solicitation number
- 12034318R0017
About this file
This document is an award notice for construction of the Interagency Natural Resource Center - Phase III project in Coeur d'Alene, Idaho. The project will support 173 employees from the U.S. Fish & Wildlife Service, Bureau of Land Management, and U.S. Forest Service in a 29,000 square foot facility estimated to cost between $5-10 million. The notice states that the Forest Service anticipates awarding a construction contract and the solicitation is expected to be posted on June 5th with responses due 30 days later. The project will build out office space for interagency staff in three federal agencies located in the Northern Region of the Forest Service.
18 - J-3 Drawings Part 8
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UP
DN
C
A8.0
A8.0
A8.0
A8.0
JAN.
STG.
2' - 1"
11"
1'
4'
/4
3' - 10"
C
A8.0
A8.0
STAIR 1
A8.0
A8.0
A9.10
4'
/4
10' - 5 1/4"
/4
REF.
FOR ROUGH FRAMING
DIMENSION OF
OPENING IN FLOOR
4' - 0" 4' - 0"
4"
5'
4'
/4
2'
/2
9'
3" MIN.
/8 A8.0
A8.0
C
A8.0
A8.0
A8.0
A8.0
11"
5' - 6" 4' - 8 1/4"
3" TYP
1'
1 1/2"
1'
4'
4'
4' - 6 1/2"
4' - 0"
2' - 0"
CONTINUOUS HAND RAIL
ATTACH W/ ALTERNATE
HANDRAIL BRACKETS
REF. /12 A9.10
3'
4' - 2 1/4"
A8.0
C
3'
MIN.
1' - 11"
3'
17' - 5 3/4"
1' - 11"
A8.0
A8.0
6 T @ 11" = 5' - 6"
4' - 0 1/2"
R
/4
1/ 4"
R
/4
/4
1' - 11"
10' - 11 1/2"
4'-6" MIN.LANDING
ADJUST WALL AS NECESSARY
TO MAKE 4' 6" MIN LANDING
FIRST/GROUND LEVEL PLAN
100' - 0"
SECOND LEVEL
113' - 6"
LOWER LEVEL
90' - 0"
C
4'
7'
/4
2'
/4
LIGHTWELL ABOVE
GUARDRAIL
OPEN TO
CORRIDOR
OPEN TO
CORRIDOR
OPEN TO
CORRIDOR
STAIR LANDING
STAIR LANDING
5' - 0" MIN.
3'
6"
9 T @ 11" = 8' - 3"
A8.0
7'
1/ 2"
R
/4
/2
1'-11" MIN.
3'
ALIGN WOOD FINS
PARALLEL WITH WALL
A9.10
9"
1" 3" 1"
C
4'
/4
10' - 5 1/4"
/4
NOTE: OPENING IN
SECOND FLOOR FRAMING
FOR STAIR, DIMENSIONS
ARE TO FACE OF FRAMING
INDICATED BY DASHED
LINE
FINISHED EDGE
STEEL ANGLE TO WRAP
THE ENTIRE EDGE OF
STAIR WELL OPENING
REF. /5 A9.10
STEEL ANGLE BASE
PLATE @ COLUMN BASE
WELD ANGLE @ CORNER
AT 45 DEG. GRIND
SMOOTH
A8.0
FIRST/GROUND LEVEL PLAN
100' - 0"
SECOND LEVEL
113' - 6"
3'
A8.0
6 T @ 11" = 5' - 6"
R
/4
1/ 4"
4'
KEYNOTES - VERTICAL CIRCULATION
1. VERTICAL WOOD SLAT WOOD TO BE CONTINUOUS, HOLD 4" OFF OF
FLOOR ALL LOCATIONS
2. VERICAL WOOD SLATS WOOD RAILING, SEE DETAIL 12 / A9.10
3. PAINTED METAL HANDRAIL
4. WOOD TREADS
5. OPEN TREADS REF. 6/A9.10
6. CLOSED TREADS REF. 10/A9.10
7. WOOD STAIR W WOOD STRINGER REF. 13/A9.10
8. CAST METAL HANDRAIL BRACKETS
KEYNOTE IS DESIGNATED WITH THIS SYMBOL#
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 4:
P
M
A8.0
06.01.18C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
VERTICAL CIRCULATION - STAIR 1
13083
INRC OFFICE BUILDING - PHASE 3
USDA FOREST SERVICE
JB
BP
BP
: 1/4" = 1'-0"A8.0A2.0
4 STAIR 1 - LOWER LEVEL PLAN
: 1/4" = 1'-0"A8.0A2.2
6 STAIR 1 - SECOND LEVEL PLAN
: 1/4" = 1'-0"A8.0A2.1
5 STAIR 1 - FIRST/GROUND LEVEL PLAN
: 1/4" = 1'-0"A8.0A8.0
14 STAIR 1 - SECTION 2
: 1/4" = 1'-0"A8.0A8.0
13 STAIR 1 - SECTION 1
: 1 1/2" = 1'-0"A8.0A8.0
12 STAIR DETAIL - SECTION @ LANDING #2
: 1/4" = 1'-0"A8.0A8.0
8 STAIR 1 - SECOND LEVEL OPENING
: 1/4" = 1'-0"A8.0A8.0
11 STAIR 1 - SECTION 4
DN
UP
DN
A8.1
A8.1
A8.1
4' - 2"
4'
/2
4'
/2
6' - 6 1/4"
3' - 4"
A8.1
A8.1
A8.1
A8.1
A8.1
X
R
/4
A8.1
3'
3'
R
/4
11 T @ 11" = 10' -1"
7 T @ 11" = 6' - 5"
4' - 10"
4' - 7"
4' - 7 1/4"
4' - 10 3/4"
1' - 11"
13' - 5 1/4"
3'
3'
"1' - 11"
4' - 8"
1' - 8"4' - 10"
1' - 11"
8' - 7"
1' - 11"
WINDOW BEYOND
KEYNOTES - VERTICAL CIRCULATION
1. CAST METAL HANDRAIL BRACKETS
2. PAINTED METAL HANDRAIL WELDED, TO BRACKETS
3. CLOSED TREADS REF.
KEYNOTE IS DESIGNATED WITH THIS SYMBOL#
/13 A9.10
A8.1
A8.1
A8.1
FIRST/GROUND LEVEL PLAN
100' - 0"
SECOND LEVEL
113' - 6"
ATTIC LEVEL
124' - 6"
T.O. 1st-2nd FLOOR LANDING 106' - 9"
T.O. 2nd-ATTIC LANDING 118' - 0"
A8.1
R
/4
X
R
/2
3'
3'
3'
UNOCCUPIED SPACE
4' - 10 3/4"
4' - 8"
1' - 11"
6'
M
IN
4' - 7 1/4"
1' - 11" 11 T @ 11" = 10' 1"
23' - 2"
3'
4' - 10"
8' - 7"
7'
M
IN
8"
4' M
AX. A
LIGN W
/ S
TUDS
11 T @ 11" = 10' - 1"
1' - 11"
1' - 11"
FIRST/GROUND LEVEL PLAN
100' - 0"
SECOND LEVEL
113' - 6"
C
ATTIC LEVEL
124' - 6"
A8.1
T.O. 1st-2nd FLOOR LANDING 106' - 9"
T.O. 2nd-ATTIC LANDING 118' - 0"
A8.1
8'
3'
6'
/4
4'
1/ 4"
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 4:
P
M
A8.1
06.01.18C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
VERTICAL CIRCULATION - STAIR 2
13083
INRC OFFICE BUILDING - PHASE 3
USDA FOREST SERVICE
JB
BP
BP
: 1/4" = 1'-0"A8.1A2.1
14 STAIR 2 - FIRST/GROUND LEVEL PLAN
: 1/4" = 1'-0"A8.1A2.2
9 STAIR 2 - SECOND LEVEL PLAN
: 1/4" = 1'-0"A8.1A8.1
13 STAIR 2 - SECTION 2
: 1/4" = 1'-0"A8.1A2.3
4 STAIR 2 - ATTIC LEVEL PLAN
: 1/4" = 1'-0"A8.1A8.1
11 STAIR 2 - SECTION 1
: 1/4" = 1'-0"A8.1A8.1
10 STAIR 2 - SECTION 3
A B
C
A B
C
A B
C
C
A8.2
ELEV.
C
A8.2
ELEV.
6' - 11" CLEAR
9'
C
LE
A R
A8.0
C
A6.5
A8.2
ELEV
A8.0
FIRST/GROUND LEVEL PLAN
100' - 0"
SECOND LEVEL
113' - 6"
LOWER LEVEL
90' - 0"
C
UNDISTURBED EARTH
CONC SLAB AND FOOTING,
SEE STRUCTURAL SECTION
DETAIL.
1HR CONTINUOUS SHAFT WALL, SEE
WALL TYPES. DO NOT PENETRATE
SHAFT WALL WITHOUT TAKING
NECESSARY STEP TO ENSURE FIRE
RATING.
SLAB ON GRADE
WOOD FLOOR FRAMING
ELEVATOR CAB
ELEVATOR DOOR BEYOND
ELEVATOR DOOR BEYOND
SAFETY BEAM
/4
5'
STEEL LADDER TO PIT, PAINTED
SUMP PUMP, SEE
PLUMBING
ROOF ASSEMBLY, SEE BUILDING
SECTIONS AND WALL SECTIONS
ELEVATOR RAILS
9' - 8 3/4" CLEAR
A8.2
A8.2
WOOD FLOOR FRAMING
A8.0
SLAB & BASE/DRAINAGE COURSE
PER STRUCTURAL
PROTECTION BOARD
CONCRETE FOUNDATION REF.
STRUCTURAL DRAWINGS
ELEV. PIT
PROTECTION BOARD
WATERPROOFING MEMBRANE
COMPACTED SAND BED
FOOTING TO HAVE MEMBRANE WATER-
PROOFING (ELASTO-MERIC) WITH
ADHESIVE AND SPLICING CEMENT)
WATER-STOP
ELASTOMERIC SHEET
WATERPROOFING
TO SLAB
W4 INTERIOR WALL ASSEMBLY, SEE A0.2
FLOOR FINISH, SEE
FINISH SCHEDULE
ELEVATOR SHAFT
SUB FLOOR
RIM JOIST
FLOOR JOIST TO BEAR
ON 2X6 WALL
W4 INTERIOR WALL ASSEMBLY, SEE A0.2
ROOF TRUSSES, REF.
STRUCTURAL
ELEVATOR SHAFT
1-HR RATED ROOF/CEILING ASSEMBLY.
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 4:
P
M
A8.2
06.01.18C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
VERT. CIRC. - ELEVATOR
13083
INRC OFFICE BUILDING - PHASE 3
USDA FOREST SERVICE
JB
BP
BP
: 1/4" = 1'-0"A8.2A2.0
4 ELEVATOR - LOWER LEVEL PLAN
: 1/4" = 1'-0"A8.2A3.0
8 ELEVATOR - FIRST LEVEL PLAN
: 1/4" = 1'-0"A8.2A2.2
12 ELEVATOR - SECOND LEVEL PLAN
: 1/4" = 1'-0"A8.2A2.0
11 ELEVATOR SECTION
: 3/4" = 1'-0"A8.2A8.2
10 ELEVATOR PIT DETAIL
: 3" = 1'-0"A8.2A8.2
6 ELEVATOR SHAFT WALL @ FLOOR DECK
: 3" = 1'-0"A8.2A8.2
2 ELEVATOR SHAFT WALL @ ROOF DECK
CODE DESCRIPTION MANUFACTURER MFGR. REFERENCE COLOR APPLICATION
COLOR AND FINISH SCHEDULE
FLOOR FINISHES
CARPET TILE, FIELD, 24" X 24"
CARPET TILE, FIELD, 24" X 24", ACCENT
STAINLESS STEEL, RECESSED WALK OFF GRATE
BASALT TILE, 12" X 24"
FLOOR TILE, HEXAGONAL, 24" X 20"
RESILIENT FLOORING, LINOLEUM
CORRIDORS, PATHS
OFFICES, OPEN OFFICES,
CONFERENCE ROOMS
ENTRY
LOBBY, REF.
RESTROOMS, REF.
BREAKROOMS
EXPOSED CONCRETE, TROWEL SMOOTH, SEALED MECHANICAL, MISC.
WALL BASE FINISHES
WALL BASE, RUBBER ALL
WALL FINISHES
WALL TILE, ACCENT - 12" X 24", CUT PER. DRAWINGS
WALL PAINT, FIELD
WALL PAINT, ACCENT #1
WALL TILE, FIELD - 12" X 24"
RESTROOMSRESTROOMS REF.
CEILING FINISHES
ACOUSTICAL CEILING TILE, W/ 2' X 2' METAL
SUSPENSION SYSTEM, TEGULAR
CEILING PAINT, BODY
ALL
ALL GWB
CASEWORK FINISHES
CUSTOM TRIMWORK
LAMINATE, LOWER CABINETS
LOBBY, STAIR 1, MISC, ALL
INTERIOR WOOD ELEMENTS
VERTICAL P-LAM SURFACES @
COUNTERTOPS AND CASEWORK
SHAW-CONTRACT GROUP
DALTILE
DALTILE
FORBO
SHAW-CONTRACT GROUP
SHERWIN WILLIAMS
SHERWIN WILLIAMS
SHERWIN WILLIAMS
ARMSTRONG
CPT - 1
CPT - 2
FT - 2
FT - 1
SSG - 1
RF - 1
CONC - 1
WB - 1
WP - 1
WP - 2
WT - 1
WT - 2
ACT - 1
CP - 1
CF - 1
CF - 3
MISC. ACCESSORIES
FOLDING PANEL PARTITION HUFCORAC - 2
PER SPECIFICATION
DALTILE
DALTILE
ARMSTRONG
CUSTOM
FORMICA
PER SPECIFICATION
PER SPECIFICATION
WOOD, DOUG FIR, CLEAR VERTICAL
GRAIN, CLEAR OIL STAIN FINISH
CARPET TILE, 24" X 24", WALK OFF BACK HALL AND STAIR 2SHAW-CONTRACT GROUPCPT - 3
DIGITAL WALL GRAPHIC / WALL COVERING, (TREE SCENE
AT DUSK)
LIGHT WELL, LOBBY AND LARGE
MEETING ROOM
WG - 1 LEVEL WALL COVERINGS
LOBBY/EXTERIORNATURAL STONE VENEER, 2" THICKNS - 1 MUTUAL MATERIALS
ACOUSTICAL CEILING TILE, 4 X 4 METAL
SUSPENSION SYSTEM, 1'-0" ZONE WITH LIGHTING
AND SLOT DIFFUSERS. DIAGONAL INDICATES AREA
FOR LIGHTING AND HVAC GRILLES.
LOBBY AND LARGE CONF.ACT - 2 ARMSTRONG
NATURAL MICA
NATIONAL WALL COVERING
KADEEE INDUSTRIES
BASALT TILE, 12" X 24" CUT TO 4" X 12" LOBBY / PUBLIC RESTROOM / CONF.DALTILEWB - 3
LOON LAKE
TECHZONE
FOG
-KD98 - SSS CLEAN TREAD
GREY P010BEEHIVE
FIELD TILE, 5T079
78597 DISTANCE (DARK GREY)FIELD TILE, 5T079
78530 GAZE (GREY)
ENTREE TILE, 5T033 31557 (GREY)
MARMOLEUM, WALTON CIRRUS 3355 ROSEMARY GREEN
NO PIGMENT
13 SHALE (GREY)STRAIGHT 4"
NATURAL MICA
L402801 SUNSET
NATURAL STONE VENEER
AC - 3
TEFLON STRAUS CASARINA 39-26SERIES 631
LAMINATE, UPPER CABINETSCF - 2 FORMICA 928-58
ROLLER SHADES, MANUAL OPERATION ALLAC - 1
AC - 3
HUNTER DOUGLAS RAIN
WHITEBOARD / PROJECTION / MAGNETIC BOARD KOROSEAL MAG-RITE M2PR-00 WHITE
COUNTERTOPCF - 4 PAPERSTONE SLATE (BLACK) RECEPTION DESKSSOLID COLOR COMPOSITE
MOUSE
UPPER CABINETS
PER SPECIFICATION
ULTIMA
WHITE
WHITE
FORMULA COLOR BODY, PORCELAIN
FORMULA COLOR BODY, PORCELAIN EQUATION GREY FM96, UNPOLISHED
AXIOM SILVER FM94, UNPOLISHED
RESTROOMS REF.
GREENSCREEN EVOLVE HD3501, RAIN 1%
OPENESS
COORDINATE ROOM FINISH
SCHEDULE W/ INTERIOR
ELEVATIONS
WALL PAINT, ACCENT #2 SHERWIN WILLIAMSWP - 3 PER SPECIFICATION SW7727 KOI
POND
SW7000 IBIS WHITE
LARGE MEETING ROOM
LARGE MEETING ROOM
WALL BASE, RUBBER BREAKROOMS / CONC.ARMSTRONGWB - 2 13 SHALE (GREY)COVE 4"
ACOUSTICAL WALL COVERING, FABRIC 2' X 8'WC - 1 ARMSTRONG SOUNDSOAK, PER SPEC. NRC. 80 BLUE PAIER PRIVACY ROOM
AC - 4 12' X 4' WHITEBOARD W/ 1" CORK TACK STRIP AT TOP - WHITE CONFERENCE
COUNTERTOPCF - 5 CORIAN WHITE RESTROOMS
KOROSEAL
OPEN OFFICECUSTOM ACCENT WOOD WALLS (OPEN FRAMING)WW - 1 CUSTOM CVG DOUG FIRMISC. CARPENTRY
SW7726 LEMON
VERBENA
"WP - 4
WALL PAINT, INTERIOR WINDOW TRIM SHERWIN WILLIAMS PER SPECIFICATION SW7008 ALABASTER
VERTICAL SURFACE: 961 MC (MICRODOT)
COUNTERTOP: 961-58
/2 A9.6
/6 A9.6
PLYWOOD, PAINTED ATTICPLYWD - 1 S.W. PER. SPEC.
RECEPTION DESK / LOBBYCUSTOM ACCENT WOOD WALLS (END GRAIN)WW - 2 CUSTOM CVG DOUG FIRMISC. CARPENTRY
LIGHT WELLACCENT T&G WOOD WALLWW - 3 CUSTOM DOUG FIR VENEERMISC. CARPENTRY
WALL TILE, COVE - 6" X 12" RESTROOMS REF.WT - 3 DALTILE FORMULA COLOR BODY, PORCELAIN EQUATION GREY FM96, UNPOLISHED
/6 A9.7
/11 A9.8
/14 A9.4
/12 A5.0
DESIGNER WHITE
SW6119 ANTIQUE WHITE
BASALT 4"
BASALT
SW6119 ANTIQUE WHITE
GLULAM TREADS 3-1/4" STAIR 1 STAIR TREADS / LANDINGSWD - 1 CUSTOM PER. SPEC.
COORDINATE EXTERIOR FINISHES
W/ EXTERIOR ELEVATIONS
FS1 - 1 EXTERIOR WALL PAINT, FIELD SHERWIN WILLIAMS PER SPECIFICATION SW7065 ARGOS
(LIGHT GREY)
COORDINATE EXTERIOR FINISHES
W/ EXTERIOR ELEVATIONS
FS2 - 1 EXTERIOR WALL PAINT, ACCENT SHERWIN WILLIAMS PER SPECIFICATION SW7067 CITYSCAPE
(DARK GREY)
/6 A9.7
/6 A9.7
CLEAR
RESILIENT FLOORING, RUBBER LOWER LEVEL STAIR/ LANDINGSARMSTRONGRF - 2 STAIR TREADS, RUBBER TILES & RISERS GRAPHITE GRAY R4C61
COORDINATE EXTERIOR FINISHES
W/ EXTERIOR ELEVATIONS
FS3 - 1 EXTERIOR WALL PAINT, TRIM SHERWIN WILLIAMS PER SPECIFICATION SW7069 IRON ORE
1. 3 TYPES OF GYPSUM WALL BOARD ARE MARKED AS FOLLOWS
GWB = 5/8" TYPE X GB
MR-GWB = 5/8" MOLD-RESISTANT, TYPE X GB
GM-GWB = 5/8" GLASS-MAT, WATER-RESISTANT, TYPE X GB
2. GL REFERS TO STOREFRONT GLAZING
GENERAL NOTES
COORDINATE AT MATERIAL SELECTIONS WITH GREEN GLOBES
CERTIFICATION AND SURVEY.
GREEN GLOBES FINISHES NOTE
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 4:
P
M
A9.0
06.01.18C O
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T R
U C
T
IO
N D
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U M
E N
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SCHEDULES - ROOM FINISHES
13083
INRC OFFICE BUILDING - PHASE 3
USDA FOREST SERVICE
JB
AN
BP
ROOM FINISH SCHEDULE
ROOM
NO. ROOM NAME AREA
FLOOR BASE WALLS CEILING
REMARKSFINISH FINISH
NORTH EAST SOUTH WEST
SUBSTRATE FINISHSUBSTRATE
FINISH
SUBSTRAT
E FINISH SUBSTRATE FINISH SUBSTRATE FINISH
001 BUILDING STORAGE 670.94 SF CONC - 1 WB - 2 CONC - 1 - CONC - 1 - CONC - 1 - GWB WP - 1 GWB CP - 1
002 TEL/COMM 326.82 SF CONC - 1 WB - 2 GWB WP -1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB CP - 1
003 MECHANICAL ROOM 347.8 SF CONC - 1 WB - 2 CONC - 1 - MR-GWB WP - 1 CONC - 1 - CONC - 1 - MR-GWB CP - 1
003A EMR 63.05 SF CONC - 1 WB - 2 MR-GWB WP -1 MR-GWB WP - 1 MR-GWB WP - 1 MR-GWB WP - 1 MR-GWB CP - 1
004 ELEV. 73.58 SF PER SPEC. PER SPEC. PER SPEC. PER SPEC. PER SPEC. PER SPEC. PER SPEC. PER SPEC. PER SPEC. PER SPEC. PER SPEC. PER SPEC.
005 STAIR 1 37.34 SF RF-2 RF-2 GWB WP -1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB CP - 1
006 JAN. STG. 20.31 SF CONC - 1 WB - 2 MR-GWB WP -1 MR-GWB WP - 1 MR-GWB WP - 1 MR-GWB WP - 1 MR-GWB CP - 1
007 FOYER 172.59 SF CONC - 1 WB - 2 GWB WP -1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB CP - 1
008 STORAGE 19.23 SF CONC - 1 WB - 2 GWB WP -1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB CP - 1
101 ENTRY VEST. 150.55 SF SSG - 1 / CONC - 1 SEALANT GL / GWB WP -1 GL / GWB WP - 1 GL / GWB WP - 1 VARIES NS - 1 GWB CP - 1 REF. 1,2,3,4/A6.1
102 LOBBY 649.24 SF FT - 1 WB - 3 GL / GWB WP -1 GWB WP - 1 / WG - 1 GWB WP - 1 / WW - 2 GWB WP - 1 - ACT - 2 REF. 5,7,9,11/A6.1
103 RECEPTION 261.42 SF CPT - 1 WB - 1 GWB WP - 1 GWB WP - 1 / WP - 3 GWB WP - 1 / WG - 1 GWB WP - 1 - ACT - 2 REF. 1,2,3,4/A6.2
103A MAIL ROOM 122.96 SF CPT - 1 WB - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 - ACT - 1
104 MEDIUM CONFERENCE ROOM 228.95 SF FT - 1 WB - 3 GWB WP - 1 VARIES NS - 1 GWB WP - 1 GWB WP - 1 - ACT - 2 REF. 9,10,11,12/A6.2
105 LARGE MEETING ROOM 1713.41 SF CPT - 1 WB - 1 GLZ / GWB WP - 1 GWB WP - 1 / WG - 1 GWB WP - 3 GL / GWB WP - 1 - ACT - 2 REF. 1,3,5,7/A6.3
105A STORAGE 102.52 SF CPT - 1 WB - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 - ACT - 1
106 VESTIBULE/ BREAKOUT 199.36 SF CPT - 3 WB - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 - ACT - 1
107 JAN. CLOS. 35.99 SF CONC - 1 WB - 2 MR-GWB WP - 1 MR-GWB WP - 1 MR-GWB WP - 1 MR-GWB WP - 1 MR-GWB CP - 1
108 MENS PUBLIC RESTROOM 153.06 SF FT - 1 WT - 3 GM-GWB WT - 1 / WT - 2 / WP -1 GM-GWB WT - 1 / WT - 2 / WP -1 GM-GWB WT - 1 / WT - 2 / WP -1 GM-GWB WT - 1 / WT - 2 / WP -1 MR-GWB CP - 1 REF. 1,2,3,4/A6.4
109 WOMENS PUBLIC RESTROOM 152.53 SF FT - 1 WT - 3 GM-GWB WT - 1 / WT - 2 / WP -1 GM-GWB WT - 1 / WT - 2 / WP -1 GM-GWB WT - 1 / WT - 2 / WP -1 GM-GWB WT - 1 / WT - 2 / WP -1 MR-GWB CP - 1 REF. 5,6,7,8/A6.4
110 ELEC. CLOS. 25.03 SF CONC - 1 WB - 2 GWB WP -1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB CP - 1
112 ELEV. 72.67 SF PER SPEC. PER SPEC. PER SPEC. PER SPEC. PER SPEC. PER SPEC. PER SPEC. PER SPEC. PER SPEC. PER SPEC. PER SPEC. PER SPEC.
113A CORRIDOR 209.57 SF CPT - 2 WB - 1 GWB VARIES GWB VARIES GWB VARIES GWB VARIES GWB / - CP - 1 / ACT - 1 REF. 7/A9.9
114 MEDIUM CONFERENCE ROOM 262.78 SF CPT - 1 WB - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 - ACT - 1 REF. 9,10,11,12/A6.5
115 BLM OFFICE 128.92 SF CPT - 1 WB - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 - ACT - 1
116 BLM OFFICE 130.81 SF CPT - 1 WB - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 - ACT - 1
117 BLM OFFICE 204.61 SF CPT - 1 WB - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 - ACT - 1
118 BLM OFFICE 129.39 SF CPT - 1 WB - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 - ACT - 1
119 BLM OFFICE 131.29 SF CPT - 1 WB - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 - ACT - 1
120 BLM OFFICE 131.29 SF CPT - 1 WB - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 - ACT - 1
121 PRIVACY ROOM 69.56 SF CPT - 1 WB - 1 GWB WP - 1 / WC - 1 GWB WP - 1 / WC - 1 GWB WP - 1 / WC - 1 GWB WP - 1 / WC - 1 - ACT - 1 REF. 1,2,3,4/A6.6
122 BLM OPEN OFFICE 1807.59 SF CPT - 1 WB - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 / WP - 2 GWB WP - 1 - ACT - 1 REF. 7/A9.9
123 FMO OPEN OFFICE 456.99 SF CPT - 1 WB - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 - ACT - 1 REF. 5,6,7,8/A6.6
124 FMO OFFICE 123.05 SF CPT - 1 WB - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 - ACT - 1
125 BLM STG. 123.98 SF CONC - 1 WB - 2 GWB WP -1 GWB WP - 1 GWB WP - 1 GWB WP - 1 - ACT - 1 REF. 9,10,11,12/A6.6
126 STAIR 2 71.82 SF CPT - 3 WB - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB CP - 1
127 CIO OFFICE 324.88 SF CPT - 1 WB - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 - ACT - 1
128 VESTIBULE 84.21 SF CPT - 3 WB - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 - ACT - 1
129 MECH. ROOM 183.96 SF CONC - 1 WB - 2 MR-GWB WP -1 MR-GWB WP - 1 MR-GWB WP - 1 MR-GWB WP - 1 MR-GWB CP - 1
130 LAW EVIDENCE ROOM 124.81 SF CONC - 1 WB - 2 GWB WP -1 GWB WP - 1 GWB WP - 1 GWB WP - 1 - ACT - 1
131 LAW ENFORCEMENT OPEN OFFICE 316.09 SF CPT - 1 WB - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 - ACT - 1
131A STORAGE 21.72 SF CPT - 1 WB - 1 GWB WP -1 GWB WP - 1 GWB WP - 1 GWB WP - 1 - ACT - 1
132 LAW OFFICE (USFS) 128.44 SF CPT - 1 WB - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 - ACT - 1
133 LAW OFFICE (USFS) 130.33 SF CPT - 1 WB - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 - ACT - 1
134 LAW OFFICE (USFS) 128.28 SF CPT - 1 WB - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 - ACT - 1
135 LAW OFFICE (BLM) 128.54 SF CPT - 1 WB - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 - ACT - 1
136 BLM OPEN OFFICE 923.49 SF CPT - 1 WB - 1 GWB WP -2 GWB WP - 1 GWB WP - 1 GWB WP - 1 - ACT - 1 REF. 7/A9.9
136 STAIR 1 57.47 SF WD - 1 - GWB WP - 1 GWB WP - 2 GWB WP - 1 GWB WP - 1 - - REF.
137 PRINT ROOM 235.06 SF CPT - 1 WB - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 - ACT - 1 REF. 1,2,3,4/A6.7
138 SMALL CONFERENCE ROOM / LACTATION 130.5 SF CPT - 1 WB - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 - ACT - 1 REF. 5,6,7,8/A6.7
139 BREAKROOM 326.61 SF RF - 1 WB - 2 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 - ACT - 1 REF. 9,10,11,12/A6.7
140 WOMENS RESTROOM 180.92 SF FT - 2 WT - 3 GM-GWB WT - 1 / WT - 2 / WP -1 GM-GWB WT - 1 / WT - 2 / WP -1 GM-GWB WT - 1 / WT - 2 / WP -1 GM-GWB WT - 1 / WT - 2 / WP -1 MR-GWB CP - 1 REF. 1,2,3,4,5/A6.8
141 MENS RESTROOM 167.92 SF FT - 2 WT - 3 GM-GWB WT - 1 / WT - 2 / WP -1 GM-GWB WT - 1 / WT - 2 / WP -1 GM-GWB WT - 1 / WT - 2 / WP -1 GM-GWB WT - 1 / WT - 2 / WP -1 MR-GWB CP - 1 REF. 6,7,8,9,10/A6.8
142 FHP/BLM STORAGE 203.5 SF CONC - 1 WB - 2 GWB WP -1 GWB WP - 1 GWB WP - 1 GWB WP - 1 - ACT - 1
143 FHP OPEN OFFICE 669.73 SF CPT - 1 WB - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 - ACT - 1
144 FHP OFFICE 130.35 SF CPT - 1 WB - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 - ACT - 1
201 LARGE CONFERENCE ROOM 363.93 SF CPT - 1 WB - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 - ACT - 1 REF. 1,2,3,4/A6.9
202 NEPA PLANNER OPEN OFFICE 527.12 SF CPT - 1 WB - 1 GWB WP - 1 GWB WP - 2 GWB WP - 1 GWB WP - 1 - ACT - 1 REF. 11/A9.9
203 FWS OFFICE 166.8 SF CPT - 1 WB - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 - ACT - 1
204 FWS OFFICE 166.8 SF CPT - 1 WB - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 - ACT - 1
205 FWS OPEN OFFICE 1102.76 SF CPT - 1 WB - 1 GWB WP - 1 GWB WP - 1 GWB WP - 2 GWB WP - 1 - ACT - 1 REF.11/A9.9
206 FWS OFFICE 129.76 SF CPT - 1 WB - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 - ACT - 1
207 STORAGE 48.14 SF RF - 1 WB - 2 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB CP - 1
209 ELEV 72.67 SF PER SPEC. PER SPEC. PER SPEC. PER SPEC. PER SPEC. PER SPEC. PER SPEC. PER SPEC. PER SPEC. PER SPEC. PER SPEC. PER SPEC.
210A CORRIDOR 558.65 SF CPT - 2 WB - 1 GWB WP - 1 / WP - 2 GWB WP - 1 / WP - 2 GWB WP - 1 / WP - 2 GWB WP - 2 / WG -2 GWB / - CP - 1 / ACT - 1 REF. 5,7,8/A6.9
211 FWS ASST. STATE SUPERINTENDENT OFFICE 230.95 SF CPT - 1 WB - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 - ACT - 1
212 DEPUTY SUP. OFFICE 128.74 SF CPT - 1 WB - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 - ACT - 1
213 EXECUTIVE ASSISTANT/ WAITING 233.08 SF CPT - 2 WB - 1 GWB WP -1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB CP - 1
214 SUPERVISORS OFFICE 292.95 SF CPT - 1 WB - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 - ACT - 1
215 SUPERVISOR FILING 87.33 SF CPT - 1 WB - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 - ACT - 1 REF. 1,2,3,4/A6.10
216 FWS OFFICE 128.91 SF CPT - 1 WB - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 - ACT - 1
217 PUBLIC AFFAIRS OFFICER 125.1 SF CPT - 1 WB - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 - ACT - 1
218 HRM OFFICE 126.05 SF CPT - 1 WB - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 - ACT - 1
219 NIZ OFFICE 124.14 SF CPT - 1 WB - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 - ACT - 1
220 SECURITY OFFICE 128.26 SF CPT - 1 WB - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 - ACT - 1
221 ECO OFFICE 126.46 SF CPT - 1 WB - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 - ACT - 1
222 VEG OFFICE 127.43 SF CPT - 1 WB - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 - ACT - 1
223 TEC OFFICE 125.5 SF CPT - 1 WB - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 - ACT - 1
224 MEDIUM CONFERENCE ROOM 261.38 SF CPT - 1 WB - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 - ACT - 1 REF. 5,6,7,8/A6.10
225 MEDIUM CONFERENCE ROOM 300.88 SF CPT - 1 WB - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 - ACT - 1 REF. 9,10,11,12/A6.10
226 HRM OPEN OFFICE 427.23 SF CPT - 1 WB - 1 GWB WP - 1 - - GWB WP - 2 GWB WP - 1 - ACT - 1 REF. 11/A9.9
227 NIZ OPEN OFFICE 419.86 SF CPT - 1 WB - 1 GWB WP - 1 - - GWB WP - 2 - - - ACT - 1 REF. 11/A9.9
228 TEC OPEN OFFICE 1245.91 SF CPT - 1 WB - 1 GWB WP - 1 GWB WP - 1 GWB WP - 2 GWB WP - 1 - ACT - 1
229 STAIR 2 198.62 SF CPT - 3 WB - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB CP - 1
230 AQM OPEN OFFICE 1601.59 SF CPT - 1 WB - 1 GWB WP - 2 GWB WP - 1 GWB WP - 1 GWB WP - 1 - ACT - 1
231 VEG OPEN OFFICE 926.52 SF CPT - 1 WB - 1 GWB WP -2 - - GWB WP - 1 GWB WP - 1 - ACT - 1 REF. 11/A9.9
232 PRINT ROOM 234.65 SF CPT - 1 WB - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 - ACT - 1 REF. 1,2,3,4/A6.11
233 SMALL CONFERENCE ROOM 130.81 SF CPT - 1 WB - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 - ACT - 1 REF. 5,6,7,8/A6.11
234 BREAK ROOM 328.16 SF RF - 1 WB - 2 GWB WP - 1 GWB WP - 1 GWB WP - 1 GWB WP - 1 - ACT - 1 REF. 9,10,11,12/A6.11
235 WOMENS RESTROOM 181.65 SF FT - 2 WT - 3 GM-GWB WT - 1 / WT - 2 / WP -1 GM-GWB WT - 1 / WT - 2 / WP -1 GM-GWB WT - 1 / WT - 2 / WP -1 GM-GWB WT - 1 / WT - 2 / WP -1 MR-GWB CP - 1 REF. 1,2,3,4,5/A6.12
236 MENS RESTROOM 180.83 SF FT - 2 WT - 3 GM-GWB WT - 1 / WT - 2 / WP -1 GM-GWB WT - 1 / WT - 2 / WP -1 GM-GWB WT - 1 / WT - 2 / WP -1 GM-GWB WT - 1 / WT - 2 / WP -1 MR-GWB CP - 1 REF.6,7,8,9,10/A6.12
237 ECO OPEN OFFICE 1322.07 SF CPT - 1 WB - 1 GWB WP -2 GWB WP - 1 GWB WP - 1 GWB WP - 1 - ACT - 1 REF. 11/A9.9
238 STAIR 1 221.78 SF WD - 1 - GWB WP - 1 GWB WP - 2 GWB WP - 1 GWB WG - 1 - - REF.7,8/A6.9 & 11,12/A5.0
301 ATTIC 793.37 SF PLYWD - 1 - PLYWD -1 WP -1 PLYWD -1 WP - 1 PLYWD - 1 WP - 1 PLYWD - 1 WP - 1 GWB CP-1 REF. 9/A2.3
302 MECH. 479.57 SF PLYWD - 1 - PLYWD - 1 WP -1 PLYWD -1 WP - 1 PLYWD - 1 WP - 1 PLYWD - 1 WP - 1 GWB CP-1 REF. 9/A2.3
ROOM FINISH SCHEDULE
1. GLAZING @ INTERIOR DOOR AND @ SIDELITES/TRANSOMS TO BE 1" INSULATED GLAZING
2. PROVIDE BLOCKING IN WALL CAVITY @ WALL STOP / DOOR HOLDER LOCATIONS
3. ALL FIRE-RATED DOORS TO HAVE AUTOMATIC CLOSING DEVICES.
4. ALL EGRESS DOOR OPERATING MECHANISMS WITH LOCKS MUST RELEASE THE LOCKING MECHANISM WHEN OPERATED FROM THE
EGRESS SIDE OF THE DOOR OF OCCUPIED SPACES.
5. ENTIRE DOOR ASSEMBLY SHALL BE FIRE RATED DOOR, 60 MIN.
6. ALUMINUM DOORS ARE PART OF STOREFRONT ASSEMBLY. REF. SHEET A9.2 FOR STOREFRONT TYPES
DOOR SCHEDULE REMARKS
DOOR SCHEDULE LEGEND
HM HOLLOW METAL, PTD
PTD PAINT, DARK GREY, FINAL TBD BY CONTRACTING OFFICER
WD WOOD, SOLID CORE, CLEAR VERTICAL GRAIN DOUGLAS FIR VENEER, UNLESS NOTED OTHERWISE
CL CLEAR FINISH
AL ALUMINUM, CLEAR
BLK ANODIZED, BLACK
1. LOWER SASH OF WINDOW SHALL BE OPERABLE
2. BLAST-RESISTANT WINDOW FILM (FOR LEVEL II SECURITY REQUIREMENTS)
3. TEMPERED GLASS
WINDOW SCHEDULE REMARKS
WINDOW SCHEDULE LEGEND
INSUL INSULATED GLASS, SEE SPEC.
1. ALL WINDOWS/GLAZING SHALL HAVE BLAST-RESISTANT WINDOW FILM, TYPICAL. THIS IS TO
MEET USFS LEVEL II SECURITY REQUIREMENTS.
GENERAL WINDOW SCHEDULE NOTES
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 4:
P
M
A9.1
06.01.18C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
SCHEDULES - DOOR & WINDOW
13083
INRC OFFICE BUILDING - PHASE 3
USDA FOREST SERVICE
JB
BP
BP
DOOR SCHEDULE
DOOR FRAME
FIRE
RATING
HARDWARE
GROUP REMARKS
DOOR
NO. TYPE WIDTH HEIGHT MATERIAL FINISH THICKNESS GLAZING TYPE MATERIAL FINISH
001.1 D 3' - 0" 7' - 0" HM PTD 0' - 1 3/4" - A HM PTD - SEE SPEC
002.1 D 3' - 0" 7' - 0" HM PTD 0' - 1 3/4" - A HM PTD - "
002.2 D 3' - 0" 7' - 0" HM PTD 0' - 1 3/4" - A HM PTD - "
003.1 D 3' - 0" 7' - 0" HM PTD 0' - 1 3/4" - A HM PTD - "
003A.1 D 3' - 0" 7' - 0" HM PTD 0' - 1 3/4" - A HM PTD - "
005.1 D 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - A AL CL - "
007.1 D 3' - 0" 7' - 0" HM PTD 0' - 1 3/4" - A HM PTD - "
101.1 - 6' - 0" 8' - 0" AL BLK 0' - 1 3/4" T - AL BLK - " 6
101.2 - 6' - 0" 8' - 0" AL BLK 0' - 1 3/4" T - AL BLK - " 6
102.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - D AL CL - "
102.3 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - C AL CL - "
102.4 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - C AL CL - "
103.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - B AL CL - "
103A.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - B AL CL - "
105.4 A 3' - 0" 7' - 0" HM PTD 0' - 1 3/4" - A HM PTD - "
105A.1 C 6' - 0" 7' - 0" WD CL 0' - 1 3/4" - E AL CL - "
106.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - B AL CL - "
106.2 A 3' - 0" 7' - 0" HM PTD 0' - 1 3/4" - A HM PTD - "
106.3 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - B AL CL - "
107.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - B AL CL - "
108.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - B AL CL - "
109.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - B AL CL - "
110.1 D 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - A AL CL - "
113B.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - B AL CL - "
114.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - B AL CL - "
114.2 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - B AL CL - "
115.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - D AL CL - "
116.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - D AL CL - "
117.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - D AL CL - "
118.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - D AL CL - "
119.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - D AL CL - "
120.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - D AL CL - "
121.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - B AL CL - "
123.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - D AL CL - "
124.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - B AL CL - "
125.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - B AL CL - "
127.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - D AL CL - "
128.1 A 3' - 0" 7' - 0" HM PTD 0' - 1 3/4" - A HM PTD - "
128.2 D 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - A AL CL YES " 3,5
129.1 A 3' - 0" 7' - 0" HM PTD 0' - 1 3/4" - A HM PTD - "
130.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - B AL CL - "
131.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - B AL CL - "
131A.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - B AL CL - "
132.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - D AL CL - "
133.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - D AL CL - "
134.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - D AL CL - "
135.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - D AL CL - "
137.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - D AL CL - "
138.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - D AL CL - "
139.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - C AL CL - "
139.2 M 3' - 0" 7' - 0" AL BLK 0' - 1 3/4" T - AL BLK - " 6
140.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - B AL CL - "
141.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - B AL CL - "
142.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - B AL CL - "
143.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - B AL CL - "
144.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - D AL CL - "
201.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - D AL CL - "
203.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - D AL CL - "
204.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - D AL CL - "
206.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - D AL CL - "
207.1 C 6' - 0" 7' - 0" WD CL 0' - 1 3/4" - E AL CL - "
211.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - D AL CL - "
212.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - D AL CL - "
214.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - D AL CL - "
215.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - B AL CL - "
216.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - D AL CL - "
217.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - D AL CL - "
218.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - D AL CL - "
219.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - D AL CL - "
220.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - D AL CL - "
221.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - D AL CL - "
222.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - D AL CL - "
223.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - D AL CL - "
224.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - D AL CL - "
224.2 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - D AL CL - "
225.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - D AL CL - "
229.1 D 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - A AL CL YES " 3,5
232.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - D AL CL - "
233.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - D AL CL - "
234.1 B 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - C AL CL - "
235.1 D 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - A AL CL - "
236.1 D 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - A AL CL - "
301.1 D 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - A AL CL - "
302.1 D 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - A AL CL - "
303.1 D 3' - 0" 7' - 0" WD CL 0' - 1 3/4" - A AL CL - "
WINDOW SCHEDULE
NO. TYPE WIDTH HEIGHT TYPE FRAME FINISH GLAZING REMARK
216 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
217 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
218 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
219 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
220 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
221 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
222 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
223 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
224 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
225 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
226 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
227 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
228 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
229 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
230 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 1,2
231 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 1,2
232 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 1,2
233 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 1,2
234 W3 2' - 0" 4' - 0" AL CL WD PTD INSUL 2
235 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
236 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
237 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
238 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
239 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
240 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
241 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
242 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
243 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
244 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
245 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
246 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
247 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
248 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
249 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
250 W3 2' - 0" 4' - 0" AL CL WD PTD INSUL 2,3
251 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
252 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
253 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
254 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
255 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
256 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
257 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
258 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
259 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
260 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
261 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
262 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
263 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
264 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
265 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
266 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
WINDOW SCHEDULE
NO. TYPE WIDTH HEIGHT TYPE FRAME FINISH GLAZING REMARK
101 W2 3' - 0" 5' - 8" AL CL WD PTD INSUL 2
102 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
103 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
104 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
105 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
106 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
107 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
108 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
109 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
110 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
111 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
112 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
113 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
114 W3 2' - 0" 4' - 0" AL CL WD PTD INSUL 2
115 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
116 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
117 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
118 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
119 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
120 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
121 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
122 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
123 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
124 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
125 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
126 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
127 W3 2' - 0" 4' - 0" AL CL WD PTD INSUL 2,3
127.5 W3 2' - 0" 4' - 0" AL CL WD PTD INSUL 2,3
128 W4 4' - 0" 5' - 8" AL CL WD PTD INSUL 2
129 W4 4' - 0" 5' - 8" AL CL WD PTD INSUL 2
130 W4 4' - 0" 5' - 8" AL CL WD PTD INSUL 2
131 W4 4' - 0" 5' - 8" AL CL WD PTD INSUL 2
132 W4 4' - 0" 5' - 8" AL CL WD PTD INSUL 2
133 W4 4' - 0" 5' - 8" AL CL WD PTD INSUL 2
134 W4 4' - 0" 5' - 8" AL CL WD PTD INSUL 2
135 W4 4' - 0" 5' - 8" AL CL WD PTD INSUL 2
136 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
137 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
138 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
139 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
140 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
141 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
201 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
202 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
203 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
204 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
205 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
206 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
207 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
208 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
209 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
210 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
211 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
212 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
213 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
214 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
215 W1 3' - 8" 5' - 8" AL CL WD PTD INSUL 2
TYPE 'W1' TYPE 'W2' TYPE 'W4'TYPE 'W3'
WINDOW TYPES
8'
FINISH FLOOR
HEAD OF WINDOW
9'
3' - 8"
5'
3' - 0"
3'
5'
2'
0"
8'
/4
2' - 0"
4'
/4
4'
8'
4' - 0"
5'
2'
0"
1'
1/ 4"
F
F F
F
F
F
F
F F
T
T
T
TYPE 'A' TYPE 'B' TYPE 'C'
EXTERIOR INSULATED,
HOLLOW METAL
7'
3' - 0"
7'
3' - 0"
INTERIOR, WOOD
VENEER, SOLID CORE
7'
6' - 0"
INTERIOR, WOOD
VENEER, SOLID CORE
INTERIOR, HOLLOW
METAL
DOOR TYPES
TYPE 'D'
7'
3' - 0"
6'
9' - 0 1/2"24' - 8 1/2"
6'
2" 2'
2"
5'
2"
S T
O N
E W
A L L
EQ EQ
STOREFRONT TYPES
EQ EQ EQ EQ EQ EQ
T
2" 2'
2"
5'
2"
2" 2'
2"
5'
2"
2" 2'
2"
5'
2"
S1 S2 S3 S4 S5 S6
S7
2" 2' - 4 1/4" 2" 6' - 0" 2" 4' - 7 3/4" 5 3/4"
F
F TF
F F F
TF TF TF
F F F
TF TF TF
4 1/2" 3' - 1" 2" 3' - 1" 2" 3' - 1" 2"
F F F F F F F F
3'
3'
F
TF
R
TF
F
F
A9.2
F
F
2" 4' - 8" 2" 3' - 0" 2"
2" 6'
0" 2"
1'
2"
F
A9.2
1E
10' - 1 1/4"
13' - 11 3/4"
5' - 8 1/4" 7' - 11" 11' - 1 1/2"
INSIDE CORNERING
OUTSIDE
CORNERING @
EXTERIOR (F)
A9.2
INSIDE
CORNERING @
INTERIOR (G)
G A9.2
1G
A9.2
1G
A9.2
1D TYP.
TYP.
A9.2
1F A9.2
1F
A9.2
1F
8'
8'
8'
8'
8' - 0"
8'
8' - 2"
EQ EQ
ALUM. DOOR TO
MATCH STORE FRONT
REF. SPEC.
ALUM. DOOR TO
MATCH STORE FRONT
REF. SPEC.
TF
F
F F
STOREFRONT GENERAL NOTES:
1. FINISH:BLACK, ANODIZED ALUMINUM STOREFRONT
2. HARDWARE: STAINLESS, BRUSHED OR SATIN.
FR
5 3/4" 3' - 3 3/4" 2" 3' - 3 3/4" 2" 3' - 3 3/4" 4 1/2"
2'
2'
2'
2'
T
TF TF
T F T
F T F T
TYPE 'A' TYPE 'B' TYPE 'C' TYPE 'D' TYPE 'E'
HOLLOW METAL INTERIOR, ALUMINUM INTERIOR, ALUMINUM
W/ SIDELITE
INTERIOR, ALUMINUM W/
SIDELITE
INTERIOR, ALUMINUM
DOOR FRAME TYPES
3' - 0"
7'
2"
2" 2" 3' - 0"
7'
2"
2" 2" 1' - 2" 3' - 0"2" 2" 2"
3' - 4" 3' - 4" 4' - 8"
2" 2' - 8" 2" 3' - 0" 2"
6' - 2"
2" 6'
0" 2"
7'
2" 6'
0" 2"
7'
7'
7'
2" 6' - 0" 2"
6' - 4"
2" 7'
7'
TT
A9.11
A9.11
NOTE: COORDINATE WITH
PLANS AND ELEVATIONS FOR
SPECIFIC JAMB AND HEAD
DETAILS AT EACH LOCATION,
FOR TRIM DETAILS REF. A9.11
A9.11
A9.11
A9.11
6A9.11
TYP.
TYP.
A9.11
10 TYP.
GLASS LEGEND
L = LAMINATED GLASS
TO BE LOCATED @ DOUBLE PANE GLASS CONFIGURATION
T = TEMPERED GLASS
TO BE LOCATED @ SINGLE PANE GLASS CONFIGURATION
F = WINDOW FILM
BLAST-RESISTANT WINDOW FILM, SEE SCHEDULE (LEVEL II SECURITY REQUIREMENT)
R = FROSTED GLASS
TRANSLUCENT GLASS
2"
1/
2"
4 1/2"
2"
JAMB, PLANHEAD-SECTION SILL-SECTION
2"
4 1/2" 2" 2"
1/
2"
VERTICAL MULLION,
PLAN
4 1/2"
HORIZONTAL MULLION ,
SECTION
OUTSIDE CORNERING,
PLAN
3/
4"
5 3/4"
INSIDE CORNERING @ INTERSECTION
OF 3 PANES. SIM. PLAN
A B C D E F G
4 1/2"
1/
2"
FOR SILL, JAMB AND HEAD DETAILS REF. INT ELEVATION AND
STOREFRONT DETAILS A9.13
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 4:
P
M
A9.2
06.01.18C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
DOOR AND WINDOW TYPES
13083
INRC OFFICE BUILDING - PHASE 3
USDA FOREST SERVICE
JB
BP
BP
: 3" = 1'-0"A9.2A9.2
1 STOREFRONT DETAILS
METAL SOFFIT PANEL ASSEMBLY (MP-1)
REF. -
LOW SLOPE MEMBRANE ROOF
REF. -
FIBER CEMENT SIDING (FS-1 OR FS-2)
REF. A5.2 & EXTERIOR ELEVATIONS
WOOD BEAM, REF.
STRUCTURAL DRAWINGS
TAPERED WOOD TRUSS, REF.
STRUCTURAL DRAWINGS
HI-FLEX EPDM LAP SEALANT
FASTENER AT 8" O.C.
26 GA. PRE-FINISHED
METAL FLASHING
CLEAT
FASTENER AT 8" O.C.
6" EPDM HI-FLEX
OVERLAY TAPE
BACKER ROCK & SEALANT
HI-FLEX EPDM
LAP SEALANT
26 GA. PRE-FINISHED
METAL CLOSE CAP
1 1/4"
1/ 2" 3"
3"
5"
LOW SLOPED ROOF MEMBRANE
26 GA. PRE-FINISHED METAL FLASHING
HARDIE TRIM BOARD
BUILDING WRAP
/11 A5.3
/11 A5.3
HARDIE TRIM BOARD
26 GA PRE-FINISHED
MTL FLASHING
BACKER ROD & SEALANT
26 GA MTL CLOSE CAP
BACKER ROD & SEALANT
1/ 2"
1 1/4"
3"2X6 TIMBER (DOUG FIR) TO
MATCH LOOK-OUTS
A9.3
REF, STR'L FOR CONNECTION DETAIL
FIBER CEMENT SIDING (FS-1 OR FS-2)
REF. A5.2 & EXTERIOR ELEVATIONS
REF.
FOR FULL ANNOTATION
/5 A9.3
TIMBER (DOUG FIR) TO
MATCH LOOKOUT BEAMS
METAL SOFFIT PANEL ASSEMBLY
REF. -/11 A5.3
REF. A2.5
6"
TIMBER TO MATCH LOOK-
OUTS, TAPER CUT TO
DIMENSIONS INDICATED
REF. A2.5
4"
8"
DIMENSIONED LUMBER,
TAPER CUT TO DIMENSIONS
INDICATED
TYPE A
TYPE B
REF. A2.5
6"
TYPE C
TIMBER TO MATCH LOOK-OUTS
REF. A2.5
4'
EXTERIOR FINISH PER PLANS
BUILDING STRUCTURE, REF.
STRUCTURAL DRAWINGS
TIMBER, FRAMING TYPE 'A'
REF. -
LUMBER, FRAMING TYPE 'B'
@ 16" O.C. TYP.
REF. -
TIMBER, FRAMING TYPE 'C'
REF. -
/3 A9.3
/3 A9.3
/3 A9.3
SECOND LEVEL
113' - 6"
A9.3
PERIMETER BEAM, REF. STRUCTURAL
BUILT-UP TRUSS, TOP BEAM SLOPED UP
1/2" COVER BOARD, SLOPED UP WITH TRUSS
1/4" PER FOOT
4' - 0"
METAL SOFFIT PANEL ASSEMBLY
REF. -/11 A5.3
A2.6
SECOND LEVEL
113' - 6"
CANOPY FRAMING, REF. STRUCTURAL
HEADER, REF. STRUCTURAL
STOREFRONT ENTRANCE, REF. A9.12
LOW SLOPE MEMBRANE ROOF
REF. A5.3
A9.13
5 SIM
CUT BEAM POCKET AROUND
STRUCTURE, SHEATH WALL FULL-
HEIGHT, CAULK JOINT BETWEEN WALL
SHEATHING AND BEAM
METAL SOFFIT RECEIVER PIECE, REF.
MFGR INSTALLATION INSTRUCTIONS
ARCHITECTURAL TIMBER BEAM(S),
REF. STRUCTURAL FOR SIZE,
SPACING, & CONNECTION DETAILS
BEAM, REF. STRUCTURAL FOR
SIZE & CONNECTION DETAILS
CEILING CAVITY
(ABOVE ACT)
SECOND LEVEL
113' - 6"
B
CANOPY FRAMING, REF. STRUCTURAL
BEAM, REF. STRUCTURAL FOR SIZE
& CONNECTION DETAILS
A9.13
1 SIM
HEADER, REF. STRUCTURAL
A9.3
5 SIM
CEILING CAVITY
(ABOVE ACT)
SECOND LEVEL
113' - 6"
METAL SOFFIT PANEL ASSEMBLY
REF. A/5.3
HI-FLEX EPDM LAP SEALANT
MIN.
3"
FASTENER AT 8" O.C.
PRE-FINISHED METAL
FLASHING
CLEAT
FASTENER AT 8" O.C.
NOTCH END OF TOP
TRUSS MEMBER
6" EPDM HI-FLEX OVERLAY TAPE
BACKER ROCK & SEALANT
HI-FLEX EPDM LAP SEALANT
PRE-FINISHED METAL
CLOSE CAP
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 4:
P
M
A9.3
06.01.18C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
DETAILS - CANOPIES
13083
INRC OFFICE BUILDING - PHASE 3
USDA FOREST SERVICE
JB
JM
JM
: 1 1/2" = 1'-0"A9.3A2.5
5 SECONDARY CANOPY AT SHINGLE SIDING
: 1 1/2" = 1'-0"A9.3A2.6
6 SECONDARY PARAPET EDGE
: 3/4" = 1'-0"A9.3A9.3
3 SECONDARY CANOPY FRAMING TYPES
: 3/4" = 1'-0"A9.3A9.3
4 SECONDARY CANOPY FRAMING
: 1 1/2" = 1'-0"A9.3A5.3
1 CANOPY AT PERIMETER TRUSS
: 1 1/2" = 1'-0"A9.3A5.3
12 CANOPY AT VESTIBULE HEAD
: 1 1/2" = 1'-0"A9.3A5.3
11 CANOPY AT WALL
: 3" = 1'-0"A9.3A9.3
2 CANOPY PERIMETER DETAIL
2-0" MIN & 2-1/2" MAX
DEPTH OF END GRAIN
WOOD BLOCKS WITH
VARIED DEPTHS AT 1/8"
INTERVALS WITH MIN.
1/8" VARIED DEPTH
BETWEEN ANY TWO
ADJACENT BLOCKS TYP.
6"
2"
2 1/2"
ALIGN ALL PULLER
HARDWARE TO CENTER
OF DRAWER TYP. ALIGN
HORIZONTALLY WITH
OTHER CASEWORK
HARDWARE
CF-4
1/ 4"
CF-3
3'
1' - 2"
1/
4"
1/ 4"
6" 4"
CF-4
2'
CF-3
WRAP DESK AROUND CORNER
REF. PLAN
AND ELEVATION
1/2" PLYWOOD TYP.
A9.4
5 TYP.
FINISH FLOOR
/9 A2.1 /7 A6.1
2' - 11"
2' - 0 3/4"
WB-1
WB-1
4"
WW-2
3' - 1 1/4"
1 1/4"
3/4"
CF-4
DESK TOP @ CORNER
EAST/WEST
1' - 0"
4" 4"
T Y
P
4"
CF-3
CF-3
WB-3
FINISH FLOOR
CF-4
CF-3
1/
2"
2' - 11"
2'
WB-1
WW-2
CONTINUOUS CVG
DOUG FIR WD TRIM
1/
2"
1/ 2"
3 1/4"
1-1/4" MIN & 2-1/2" MAX HEIGHT OF
END GRAIN WOOD BLOCKS WITH
HEIGHTS VARIED @ 1/2" INTERVALS
3-1/4" MIN & 8 1/2" MAX LENGTH OF
END GRAIN WOOD BLOCKS WITH
LENGTHS VARIED @ 1/2" INTERVALS
HEIGHT OF END GRAIN WOOD
BLOCKS TO REMAIN CONSISTENT
ACROSS EACH ROW
E Q
E Q
E Q
WHEN WW-2 TERMINATES AT AN OPEN
EDGE ALLOW BLOCK TO RUN PROUD
OF FRAMING IN A RANDOM PATTERN
WITH IN 1" OF FINISHED TRIM
1"
WW-2.
FINISH FLOOR
BASE MATERIAL VARIES
END GRAIN DOUG FIR TYP. REF. /15 A9.4
8 1/2"
WW-2
ACT-2
2" X 2" STEEL ANGLE
ALONG ENTIRE BASE OF
ACCENT WALL WITH 1/2"
LAG BOLT AT EVERY
OTHER STUD
FRAMING TO JOISTS
1/ 2"
1/2" PLYWOOD
MFR RECOMMENDED
WALL ANGLE AT EDGE
2" X 2" STEEL ANGLE
ALONG ENTIRE BASE OF
ACCENT WALL WITH 1/2"
LAG BOLT AT EVERY
OTHER STUD
WW-2
4"
WB-3
2"
2"
LAST ROW OF WW-2
SHOULD EXTEND
BEYOND STEEL ANGLE
GROUT TO FLUSH
FT-1
SLAB ON GRADE
2 1/2"
1/2" PLYWOOD
WW-2
GWB
CONTINUOUS WOOD
TRIM
3/4"
3/
4"CONTINUOUS WOOD TRIM
ALIGN WITH DOOR FRAME,
WRAP ENTIRE DOOR FRAME
ALUM. DOOR FRAME
CAULKING
1/4" 3/4"
3/
4"
WB-3
STEEL BRACKET
MOUNTED @ CENTER
POINT BETWEEN
CASEWORK. TYP.
6"
CF-4
CF-3
3'
FINISH FLOOR
CF-4
1' - 2"
2' - 11"
MFGR RECOMMENDED LAG
BOLTED TO STUD, OR USE
BLOCKING IN WALL ALIGNED
WITH BRACKET FASTENERS
1-1/2" FINISHED TRIM LEDGER TO
SUPPORT ALL AREAS WITH OPEN
COUNTER TOP
2' - 0 3/4"
CF-3
1/2" PLYWOOD SUPPORT
1/
4"4"
1/
4"
WB-1
WW-2
2'
6"
1' - 2"
3'
WB-1
WW-2
A9.4
5 SIM.
4"
WOOD TRIM WITH
BLOCKING BEHIND
TO MAKE FLUSH @
UPPER RECEPTION
DESK
FINISH FLOOR
1/2" PLYWOOD SUPPORT
REF. SECOND
LEVEL FURNITURE
PLAN FOR DESK
GWB
1/
4"
CF-4
WW-2
WB-1
FINISH FLOOR
6"
CF-4
1' - 2"
2'
CVG DOUG FIR WD
TRIM WITH
BLOCKING BEHIND
TO MAKE FLUSH @
UPPER RECEPTION
DESK
1/4" STEEL STRAP
ATTACHED WITH 3
COUNTERSUNK 3/4" LAG
SCREWS TO JOIST
BELOW TO STIFFEN
WW-2 @ END OF WALL
3"
1/
4"
A9.4
5 SIM.
1. ALL WOOD USED IN THE CONSTRUCTION OF THE WOOD
ACCENT WALLS AND RECEPTION DESK FRONTS IS TO BE
CLEAR VERTICAL GRAIN DOUGLAS FIR.
2. ALL DOUG FIR SHALL BE PLANED AND JOINED TO
CREATE A SEAMLESS APPEARANCE.
3. ADHERE WOOD END GRAIN VENEER WITH WOOD GLUE
AND FACE PIN NAILED
4. A MOCK UP OF WOOD WALL DETAIL 2 (WW-2) IS TO BE
CONSTRUCTED AND PRESENTED TO ARCHITECT FOR
APPROVAL PRIOR TO BEGINNING INSTALLATION.
5. STAINLESS STEEL WIRE PULLS, SATIN FINISH
6. FULL EXTENSION DRAWER GLIDES TYPICAL ALL
DRAWERS.
GENERAL CASEWORK NOTES
45°
E Q
EQ.
1"
CUT ALL CORNERING END
GRAIN PIECES AT A 45 DEG.
ANGLE , MAINTAIN THE SAME
DEPTH DIMENSION ON EITHER
SIDE OF A CORNER
APPLY WOOD ADHESIVE
BETWEEN CORNERING PIECES
1/2" PLYWOOD
ALLOW END OF WW-2
TO RUN PROUD OF
DESK REF. /14 A9.4
WW-2.
CF-3
CONTINUOUS CVG
DOUG FIR WD TRIM
3/4"
5"
NOTE: OFFSET THE
RECEPTION DESK WALL, 2-1/2"
TO ALLOW END GRAIN VENEER
TO TERMINATE AT CORNER
AND NOT PROTRUDE GWB
WALL
2 1/2"
WW-2 TO BE SIMILAR TO IMAGE IN TEXTURE, END GRAIN
AND BLOCK VARIATION. THE DESIGN DIFFERS IN THAT
THE BLOCKS VARY IN LENGTH AND HEIGHT REF. /14 A9.4
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 4:
P
M
A9.4
06.01.18C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
DETAILS - CASEWORK
13083
INRC OFFICE BUILDING - PHASE 3
USDA FOREST SERVICE
JB
AN
AN
: 1 1/2" = 1'-0"A9.4A6.1
10 CASEWORK DETAIL_LOBBY RECEPTION DESK
: 1 1/2" = 1'-0"A9.4A6.1
12 CASEWORK DETAIL_LOBBY RECEPTION DESK ADA
: 1 1/2" = 1'-0"A9.4A6.1
14 CASEWORK DETAIL- RECEPTION / LOBBY WALL
: 3" = 1'-0"A9.4A6.1
1 WOOD WALL- LOBBY W/ ATC
: 3" = 1'-0"A9.4A6.1
5 WOOD WALL- LOBBY W/ FLOOR
: 3" = 1'-0"A9.4A6.1
9 WOOD WALL- LOBBY W/ GWB.
: 1 1/2" = 1'-0"A9.4A6.2
11 CASEWORK DETAIL_LOBBY RECEPTION DESK OPEN
: 1 1/2" = 1'-0"A9.4A2.2
2 CASEWORK DETAIL_LVL2 RECEPTION DESK
: 1 1/2" = 1'-0"A9.4A6.4
3 CASEWORK DETAIL_LVL2 RECEPTION DESK ADA
: 3" = 1'-0"A9.4A6.1
13 WOOD WALL- CORNERING DETAIL @ DESK
: N.T.S.A9.4
15 WW-2 B.O.D. IMAGE
CF-3
CF-3
LAMINATE AND DRAWER
DOOR FRONTS; FULL
EXTENSION, SOFT-
CLOSE GLIDES TYP.
6"
ALIGN ALL PULLER
HARDWARE TO CENTER OF
DRAWER FACE TYP. ALIGN
HORIZONTALLY WITH OTHER
CASEWORK HARDWARE TYP.
T Y
P
4"
VARIES REF. FINISH
SCHEDULE/ ELEVATIONS
4"
ALIGN ALL CASEWORK
HARDWARE PER FIG. 4, ALIGN
HORIZONTALLY WITH OTHER
CASEWORK HARDWARE.
1/
4"
1/
4"
2 1/4"
FIG. 4
PLAM SHELVING EDGE
BANDED TYP.
3"
3'
BEVEL CUT CORNERING
TYP. REF. FIG 3
T Y
P
1/ 4"
T Y
P
1/
2"
FIG. 3
4"
BEVEL CUTLAMINATE
2' - 0" 3/4"
CF-3
CF-3
T Y
P
4"
VARIES REF. FINISH
SCHEDULE/ELEVATIONS
CF-3
6"
3'
4"
2' - 0" 3/4"
CF-3
CF-3
LAMINATE AND DRAWER
DOOR FRONTS; FULL
EXTENSION, SOFT-
CLOSE GLIDES
VARIES REF. FINISH
SCHEDULE/ELEVATIONS
CF-3
CF-3
3'
/4
4"
2' - 0" 3/4"
E Q
E Q
1'
1' - 4"
ALIGN ALL CASEWORK
HARDWARE PER FIG. 1, ALIGN
HORIZONTALLY WITH OTHER
CASEWORK HARDWARE.
CF-2
CF-2
/9 A9.5REF.
1'
1/
2" 1/
4"
3/ 4"
PLYWOOD 1/8" DADO FOR
SHELVING
9"
3'
1'
1/
4"
1/ 4"
FIG. 2
CF-2
EVERY THIRD MAIL SLOT CASEWORK
SUPPORTS TERMINATING AT
COUNTERTOP REF. FIG. 2
COUNTER TOP
HAVE EVERY 3RD
VERTICAL SUPPORT
TERMINATE @ COUNTER
FOR SUPPORT
3/4"
1/ 4"
3/ 4"
CF-2
CF-2
CF-2
3'
CF-3 4"
WB-1
1/2"3/4"
1/
2"
1' - 3" 1 1/4"
EDGE BANDED
CF-2
ADJ. SHELVING EDGE BANDED
T Y
P
4"
CF-2
1' - 3 1/2"
CF-2
3'
2" 2"
2"
CF-2
CF-2
CF-2
EDGE STIFFENER
3'
CF-2
CF-2
ALIGN ALL CASEWORK
HARDWARE PER FIG. 1, ALIGN
HORIZONTALLY WITH OTHER
CASEWORK HARDWARE.
1/
4"
2 1/4"FIG. 1
CF-2
1' - 4"
CF-3
V A
R
IE
S R
E F
. E
LE
V A
T
IO
N S
STEEL BRACKETS
MOUNTED AT AN EQUAL
DISTANCES PER MFR.
RECOMMENDATION
MFGR RECOMMENDED LAG
BOLTS, BLOCKING IN WALL TO
ALIGN WITH BRACKET
FASTENERS
1-1/2" FINISHED TRIM LEDGER TO
SUPPORT ALL AREAS WITH OPEN
COUNTER TOP
3"
PLYWOOD SUPPORT W/
BLOCKING AT NOSE
ATTACH AT STUD, OR PROVIDE
BLOCKING IN THE WALL CAVITY
BACKSPLASH
CF-5 USE BLOCKING AS NEEDED
A9.5
2' - 0"
6"
2' -1
0" T
Y P
UNDERLAVATORY
GUARD
C
LE
A R
M
IN
CF-3
REF. FURNITURE PLANS
FOR STORAGE CASEWORK
BELOW, 2 CABINETS PER
WORKSURFACE PLACED
BACK TO BACK
1/
2"
3/4"
3'-2 1/2" VERIFY WITH FURNITURE PLAN
V .I.
F
ATTACH COUNTER
FROM INTERIOR
WITH WD FASTENER
AND WASHER, 4
FASTENERS PER
CABINET
3'-3/8" V.I.F.1/4" MAX.
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 4:
P
M
A9.5
06.01.18C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
DETAILS - CASEWORK
13083
INRC OFFICE BUILDING - PHASE 3
USDA FOREST SERVICE
Checker
Author
Designer
: 1 1/2" = 1'-0"A9.5A2.1
9 CASEWORK DETAIL_LOWER CLOSED
: 1 1/2" = 1'-0"A9.5A6.2
10 CASEWORK DETAIL_LOWER OPEN
: 1 1/2" = 1'-0"A9.5A6.2
11 CASEWORK DETAIL_LOWER FILING
: 1 1/2" = 1'-0"A9.5A6.7
3 CASEWORK DETAIL_UPPER CLOSED SM
: 1 1/2" = 1'-0"A9.5A6.2
12 CASEWORK DETAIL MAIL ROOM
: 1 1/2" = 1'-0"A9.5A6.2
1 CASEWORK DETAIL_UPPER OPEN
: 1 1/2" = 1'-0"A9.5A6.2
2 CASEWORK DETAIL_UPPER CLOSED
: 1 1/2" = 1'-0"A9.5A2.1
13 CASEWORK DETAIL_COUNTER SEATING
: 1 1/2" = 1'-0"A9.5A2.2
14 CASEWORK DETAIL_RESTROOM COUNTER
: 1 1/2" = 1'-0"A9.5A9.5
15 WORKSURFACE
TO FIRST
BRACING
8" M
A X
F
IR
S T
B R
A C
IN
G
8" MAX
2' -0
2'
-0
2' -0
2'
-0
2' -0
2'
-0
4'-0"4'-0"6'-0"MAX 4'-0" 4'-0"
FIRST BRACING POINT FROM WALL
4 WAY-45° DIAGONAL W/ VERTICAL STRUT 12 GA
WIRE BRACING @ 8'-0"x12'-0" (10 GA IF CLG IS
SUPPORTING PARTITIONS)
MAIN T BAR
WALL LINE
WALL LINE
12 GA VERTICAL HANGER
WIRES @ 4'-0" OC EACH WAY
CONFORMS TO TITLE 24 1991 UBC
4' -0
M
A X
T O
CROSS T BAR
2" MAX
CROSS TEE OR HAT CHANNEL
MAIN RUNNER TEE OR
HOT ROLLED CHANNEL
45° MAX
TYPICAL FOR 4
GENERAL NOTE
1. HANGING WIRES SHALL BE ATTACHED TO SUSPENDED
MEMBERS WITH A MINIMUM OF THREE TIGHT TURNS IN
1 1/2". BOTH ENDS OF WIRE.
2. BRACING WIRES SHALL BE ATTACHED TO SUSPENDED
MEMBERS WITH A MINIMUM OF FOUR TIGHT TURNS IN
1 1/2". BOTH ENDS OF WIRE.
3. COMPLY WITH CCR TITLE 24 REQUIREMENTS.
12 GA SPLAY BRACING WIRE
IN LINE WITH RUNNER.
TYPICAL FOR 4
SPLAY BRACING WIRES
12 GA HANGER WIRE @ 4'-0" OC
WRAP DRYWALL TO
CONCEAL STUD
5/8" GWB
4 3/4"
2 X 4 PONY WALL
ATTACHED TO
STRUCTURE ABOVE
ACT TILE
FINISH CEILING
WIRE HANGER TYP.
REF.
SUSPENSION SYSTEM TYP.
/12 A9.6
MFG RECOMMENDED
WALL ANGLE @ EDGE
FINISH CEILING
4"
J MOLD
BLOCKING AS NEEDED
1' - 0" 1' - 0" 2' - 0"
/2
/2
/2
TYPICAL PATTERN
AT CORNER
FT-2
2'
2'
2'
STAGGER JOINTS
TYPICAL PATTERN
AT CORNER
FT-1
6"
1'
6"
1' - 0" 1' - 0" 1' - 0"
STAINLESS STEEL
TRANSITION STRIP
SET IN MORTAR OR
SIMILAR APPROVED
ADHESIVE
CARPET TILE
GENERAL NOTE:
ALL FLOOR TRANSITION SHALL BE ADA
COMPLIANT TYP.
WALK-OFF CARPET TILE
STAINLESS STEEL
TRANSITION STRIP B.O.D.
SCHLUTER - SCHIENE,
MATCH DIMENSION OF
CARPET TILE
CARPET TILE
STAINLESS STEEL TRANSITION STRIP
B.O.D. SCHLUTER RENO-U, MATCH
DIM. OF CARPET TILE AND RESILIENT
FLOORING EITHER SIDE
RESILIENT FLOOR
STAINLESS STEEL TRANSITION
STRIP SET IN THIN SET
MORTAR OR SIMILAR APPROVED
ADHESIVE
1"
GENERAL NOTE:
ALL FLOOR TRANSITION SHALL BE ADA
COMPLIANT TYP.
FLOOR TILE
STAINLESS STEEL
TRANSITION STRIP B.O.D
RENO-TK, MATCH DIM. OF
CARPET TILE AND FLOOR
TILE EITHER SIDECARPET FLOOR TILE
STAINLESS STEEL
TRANSITION STRIP SET
IN MORTAR OR SIMILAR
APPROVED ADHESIVEGENERAL NOTE:
ALL FLOOR TRANSITION SHALL BE ADA
COMPLIANT TYP.
5/8" GWB
FINISH CEILING
FINISH CEILING
ACT GRID SYSTEM
SUPPORT
BRACE @ 45 DEG.
MFR. RECOMMENDED
CORNERING BRACE
ACT PANEL
MFR. RECOMMENDED
CORNERING SUPPORTS TYP.
USE ADDITIONAL WIRE
HANGERS AS NEEDEDCHANNEL MOLDING
5/8" GWB
FINISH CEILING
FINISH CEILING
GWB SUPPORT CHANNEL
WRAPPING OVER ACT
STRUCTURE SYSTEM
ACT PANEL
USE ADDITIONAL WIRE
HANGERS AS NEEDED
MFR RECOMMENDED SUPPORT
FOR ATTACHING GWB
MFR RECOMMENDED CHANNEL
MOLDING
MFR RECOMMENDED
GWB CAP
EDGE TRIM, PAINT TO MATCH
GWB
FINISH CEILING
NOTE: EXTEND NS-1
NATURAL STONE
VENEER ABOVE CEILING
1'-6" MIN. TYP.
2"M
IN
6"
2 X 4 PONY WALL TO
SUPPORT DRY WALL @ EDGE
OF DRYWALL ATTACHED TO
STRUCTURE ABOVE, WRAP
GWB TO CONCEAL STUD
2"
10'-0"
MFGR RECOMMENDED
PERIMETER TRIM TO MATCH
IN KIND TO ACT GRID SYSTEM
NS -1
2"
2"2"
EDGE OF ACOUSTICAL
CEILING TILES
A9.6
10 SIM.
MFR RECOMMENDED
PERIMETER TRIM
NOTE: 2" MIN. REVEAL
AT ALL INTERIOR
STONE @ CEILING
TRANSITIONS TYP.
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 4:
P
M
A9.6
06.01.18C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
DETAILS - CEILINGS / FLOORS
13083
INRC OFFICE BUILDING - PHASE 3
USDA FOREST SERVICE
JB
AN
AN
: 3" = 1'-0"A9.6A9.6
11 DIAGRAM ACOUSTICAL CEILING DETAIL
: 3" = 1'-0"A9.6A9.6
12 ACOUSTICAL CEILING TILE CROSS BRACING
: 3" = 1'-0"A9.6A7.1
3 ACOUSTICAL CEILING TILE W/GWB #1
: 1/2" = 1'-0"A9.6A9.6
2 FLOOR TILE PATTERN - HEXAGONAL
: 1/2" = 1'-0"A9.6A9.6
6 FLOOR TILE PATTERN - LINEAR
: N.T.S.A9.6A2.1F
1 FLOOR TRANSITION CARPET TILE - WALK-OFF CARPET
: N.T.S.A9.6A2.1F
9 FLOOR TRANSITION CARPET TILE - RESILIENT FLOOR
: N.T.S.A9.6A2.1F
5 FLOOR TRANSITION CARPET TILE - FLOOR TILE
: 3" = 1'-0"A9.6A7.1
4 CEILING TRANSITION_ACT @ GWB CH CHANGE
: 3" = 1'-0"A9.6A7.1
8 CEILING TRANSITION_ACT @ GWB LEVEL
: 3" = 1'-0"A9.6A7.1
10 CEILING TRANSITION_GWB @ STONE
: 3" = 1'-0"A9.6A7.1
13 CEILING TRANSITION_ACT @ STONE_PLAN
INTERIOR WALL ASSEMBLY @ WOOD WALL
3/4" FURRING STRIPS AS
NEEDED TYP.
DOUG FIR TRIM TO ALIGN
FLUSH WITH CEILING,
1 3/4"
3/ 4"
WW-3
REF. /11 A5.0
1/4"
J MOLD
1/2"
INTERIOR WALL ASSEMBLY @ WOOD WALL
REF. /11 A5.0
3/4" FURRING STRIPS AS
NEEDED TYP.
STOP FURRING STRIPS
SHORT @ EDGE OF T&G
WW-3
2-1/2" MAX.
REF. /12 A5.0
3/ 4"
4"
1/ 2"
1/2"
4" 3/
4"
1/ 4"
1/
2"
SOLID DOUG FIR
SIM. NATURAL STONE (NS)
REF.
1/2" DOUG FIR GRADE
'A' PLYWOOD
1/4" DADO CUT INTO
TRIM AND BASE TO
SUPPORT BROCHURE
DIVIDERS @ EVERY
4-1/2" ON CENTER
DOUG FIR FRENCH
CLEAT ANCHORED TO
STONE WALL
MOUNT LIGHT
FIXTURE TO TOP
OF CASEWORK
4"
DIVIDER
MASONRY BOLTS ANCHORED THROUGH STONE
VENNER INTO FRAMING
/11 A5.2
CORNER GUARD REF. SPEC.
FINISH FLOOR
4'
CORNER GUARD TO
END @ TOP OF BASE
WALL TYPE
VARIES
S E
E F
IN
IS
H S
C H
E D
U
LE
ACOUSTICAL WALL PANEL
FURRING STRIP
3/4" 1"
ATTACH WITH MFR RECOMMENDED
STAINLESS STEEL FASTENERS AND
STAINLESS…
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