HomeMy WebLinkAboutPlans.pdfSENTINEL BUILDING SYSTEMS
P. O. BOX 345
ALBION, NE 68620
(800) 327-0790
ERECTION DRAWINGS
FOR
TALLY HO CONSTRUCTION
145 COUNTY RD 225
RIFLE, CO 81650-9400
PROJECT:
HARTER �i. F..,r.•:: :;.' ., is'.
3728 COUNTY ROAD 219 8�..� ��� ���� • ,,
SILT, CO 81652 7 13Y.
B31577 P1�i fiN�7�' •'i; ft4:di:Pi
Page
of 141
,
BUILDING DATA: y`
Width (ft) = 50
Peak Offset (ft) = 25
Length (ft) = 40 O
Eave Height (ft) = 12
Roof Slope (rise/12) = 2.0:12
Dead Load (psf) = 2.500
Live Load (psf) = 20.00
Live Load Reduction = No
Frame Load (psf) = 20
Collateral Load (psf) = 1
Roof Snow Load (psf) = 40
Ground Snow Load (psf)= 47.62
Wind Load = 90 mph
IBC 09
near -
Wind Code
Designer = RRR
DATE:
1/ 6/14
FOUND REAR
IMPROVEMENT LOCATION CERTIFICATE
5 88'31117" E 478.25`
a'
50'
iao'
150'
1" 50'
a
c
FOUND Ream
N 88'31117" W 478.21'
0
0
PROPhRIY DESCRIPTION:
L07
PEACH13 VALLEY ACRES
COUNTY OF GARFlI:LO
STATE OF COLORADO
IbIPF1oVEl.IBJI' LdCAil01+1 CERTFICATE
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ri�,�,E� IXCFFtAS INDiCPTED.l!ND THATTHEAE IS ttO APPARH'lf EVIDH`ICEOFi BKiN OFAtJYEA99dEM
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THIS ILC IS BASED ON TTI1E COMMfTMENT0709014
AND PLAT OF PEACH VALLEY ACRES SUBDMCS=.
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prclrYadttM9n�pf
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sr�3a.+
HAPAOVDMENTI_DCA71oN CFRTIRCATE
3829 PEACH LANE
PEACt{ VALLEY AORES
OAFFIELo COUMY. fALORADO
38117, 2007 PRaJ. maes LOT1aPaAa aUM
TRIM TABLE
FRAME LINE 1 & 3
OID
2
3
4
5
6
7
QUAN
4
6
6
8
4
2
12
PART
SPCTRL
JMHD08
ETD
44
PBOXF
SE40RL
COLOR
T
LENGTH
14'-3'
14'-3"
4"
2'-0"
10'-3"
�8
ENDWALL SHEETING & TRIM: FRAME LINE 1
ACCESSORY TRIM TABLE
QTY
WALK DOORS
TYPE
WALOK
DORS
SIZE
3070
UAN
PART
SBHT10
LO R
T
LENGTH
10'-3"
ENDWALL SHEETING & TRIM: FRAME LINE 3
REVISIONS
R-Pnnel used ns reverse roll and covered with
wood panels by others. Use SESIRL, bnck-up Z
trim as needed. See details S1 & S2.
REV
w� IYITt II
237 SDUTN 4TH ST
A ION, NE 68620
800) 327-0790
HARTER
3728 COUNTY ROAD 214
SILT, CO 81652
D
APPROVED
JOB NUMBER:
831577
DES/GN RRR
ENGR: ✓,
DATE. 1/ 2/14
PAGE No.
9
DET.
n" j '3,06
12'-0'
4
C
1'_00
4 -0" OUT -TO OUT OF STEEL
E
3•-8"
3•-8"
N
20'-0"
20'-0"
01 -0"
x
6
E-1
- J,L tave txtenslon
i
N
i
N
WINDOW
BY OTHERS
N
G-7
Ora
t? 9
of 2
RFi-1
E-2
SIDEWALL FRAMING: FRAME LINE H
Eave Extension
i
N
G-7
xa
I6 E-4
e �
m
EC -6
FIELD SLOT GIRT WEBS FOR CABs
MULTIPLE SLOTS MRT HE REQUIRED NCROSS
SLOTS 1 1/2' VIDE Slot to
AND r LONG
�-ALIGN GIRT SLOTS) depth
V/ COLUMN SLOT(S> • A^tuch
e a.al
O - I
i
N
i
N
i
N
ti
N
i
N
SIDEWALL SHEETING & TRIM: FRAME LINE H
PANELS: 26 Ga. SR - Galvolume (CSS)
R -Panel used as reverse roll and covered with
wood panels by others. Use SESIRL, back-up Z
trip as needed. See details Sl & S2.
REV
J
0
REVISIONS
MEMBER TABLE
FRAME LINE H
QUAN
2
2
2
1
1
MARK
E-1
E-2
E-4
G-6
G-7
CB -6
CB -7
PART
EAVL8220
EA IME
EAVL8420
PZE08256
PZE08356
1 /4" STR
1 /4" STR
TRIM E
FRAME TABLLINE H
OID
2
3
QUAN
2
3
PART
Mg`
i_
ANGLE TABLE
FRAME LINE H
OID
SENT/NE.rL�
2`37 SCUTN 4TX ST
Al6JOX, NE 68620
18001 927-G79C
DATE
APPROVED
QUAN
2
LENGTH
19'-321"1
18'-1 /2"
19' 1-7 37 3/8
19'/8
19'-10"
20'-3"
COLOR
PART
T
T
PNH08206
CRAME LONNECTINE ION HPLATES
F
D
PACE No.
HARTER
3728 COUNTY ROAD 214
SILT, CO 81652
QUAN
4
LENGTH
14'-3"
14'-3"
LENGTH
20'-0"
MARK/PART
PC8BLT
NN�•�
12'-0
C
1'-0'0
3,-8"
3'-8'
40'-0" OUT -TO OUT OF STEEL
20'-0"
011-0"
20'-0"
E-2
"Olio LidEDi3r
x
J7
x
16 E-4
EC -8
FIELD SLOT GIRT WEBS FOR CABLE/RODS
ULTIPLE SLDTS NAY BE REBUIRED ACROSS GIRT DEPTI
SLDTS 1 12• VIAE � Slot loc'olon �{
AND 3' LONG " olepth Corsbrpcin
i -ALIGN GIRT SLOTS) " pttpcNnp to
V\UMN SL07(S) coaunnls
N
SIDEWALL FRAMING: FRAME LINE A
i wlNDow �
BY OTHERS
4 o Q
Extension
SIDEWALL SHEETING & TRIM: FRAME LINE A
PANELS: 26 Ga. SR - Galvalume (CSS)
R -Panel used ns reverse roll and covered with
wood panels by others. Use SESIRL, back-up Z
trin ns needed. See detnlls Sl & S2.
REV
,SE T NEL
,a,_4g W4 MI
237 SOUTH 4TH ST
at�B✓a�; N6 si
800 927-0790
J
J
EC -1
REVISIONS
DESCRIPTION
MEMBER TABLE
FRAME LINE A
QUAN
2
2
2
D
MARK
E-1
E-2
E-4
G-6
G-7
CB -6
CB -7
PART
EAVL8220
EAVL8220
EAVL8420
PZE08256
gi
TRIM TABLE
FRAME LINE A
OID
2
3
QUAN
2
PART
SPCTRL
V208RL
ANGLE TABLE
FRAME LINE A
OID
QUAN
2
LENGTH
COLOR
PART
T
T
PNH08206
CONNECTION PLATES
FRAME LINE A
D
2
QUAN
4
2
LENGTH
14'-3"
14'-3"
LENGTH
20'-0"
MARK PART
PC8BLT
BRCLP
PAC1 No.
IIARTER
"les 3728 COUNTY ROAD 2f4
SILT, CO 81652
JOB NUMBER:
0 577
DESIGN: RRR
NCR ILS
DAM 1/ 2/14
ll
DET.
b
f:301 84.E SEAL
P�•0 R.EGIsi
LEp�(01-C
car
t7
� 27164 O "
1'-0"0
40'-0" OUT -TO -OUT OF STEEL
3
1'-0"
BOLT E TALINEBLE
FRAM
LOCATION
20'-0"
20'-0"
E
c
0
m
RF1 -2
0
N
E -3
I
o-
9,1
r° -E
RF1-1
N
LAP
E
1
EB -3 E-3
o
z -i
3/4
12._ 3/4'
ROOF FRAMING PLAN
r�j�1 E 4
Zt EB-4EB-1
ER -2
GENERAL NOTES:
-OTE: Refer to the d frame cross section drawing
for roof sheet placement and extension past eave strut.
REV
th=
EB-2
EB -3
EB -4
EB -5
QUAN
ROOMEMBER TABLE
F PLAN
QUAN
4
1
2
2
1
10
10
2
2
4
4
2
2
2
2
MARK
EB -1
EB -2
EB -3
EB -4
EB -5
P-1
P-2
E-1
E-2
E-3
E-4
CB -8
CB -9
CB -10
CB -11
=AM
OID
2
QUAN
4
6
4
4
6
PART
TYPE
A325
A325
A3255
A32
DIA
LENGTH
1;i
1 1 "
1 1 "
ilf
PZE08252
PZE08252
EAVL8220
EAVL8220
PCE08256
EAVL8420
1 /45TR
1/4 5TR
1 /4" STR
1 /4" STR
PART
SBFRC
ANGLE TABLEE
FRAME LIN
OID
QUAN
6
LENGTH
19'-4"
COLOR
T
LENGTH
3'-0"
PART
PAN04206
LENGTH
20'-0"
COOOF PNNECTIONLAN PLATES
R
D
2
QUAN
4
MARK PART
R88
7683
ROOF
SHEETING
PANEn (CSS)LS: 26 Ga. SR
Ta
REVISIONS
�Taking Pride In Building Excellence
riwrEc
NBHS
HARTER
3728 COUNTY ROAD 214
SILT. CO 81652
DATE
APPROVED
NIJOB NUMBER:
M77
DESIGN' ERR
:NCR J
PAC: Na.
DBT.a�
EgarizeLLY SEAL
27164 o
%i,.....LI;beitiitt„ 0
.
ri 3.�
50'-3" OUT TO OUT OF CONCRETE
>r
1
1
40'-3" OUT TO OUT OF CONCRETE
20' 0"
40'-0" OUT TO OUT OF STEEL
2
20' 0"
S1
TYPICAL #5
15' LONG
HAIRPINS
J
W
W
H
cn
OUT TO OUT OF
I
m
b
4" CONCRETE F.OG'R
W/ 6x6 W5x1W5 W.W M.
50'-0" OUT TO OUT OF STEEL
k
O
SIN
20'-0"
STEEL COLUMN
BY OTHERS
ALL A.B. & PLACEMENT
TO BE TAKEN FROM
STEEL BUILDING MANUF.
ANCHOR BOLT PLAN
4'-0"
3'-0"
8" WALL
BEHIND
j--1 '-4"
4"
✓ r
#/-5, g/ �?
1
C2/
0'-3" OUT TO OUT CF CONCRETE
FOU\DATION PLAN
SCALE 1/4" = V-0"
/-15' #5 HAIRPINS ® 45'
4" SLAB W
/6x6-W5xW5 W.W.M.
BASE OF STEEL
ELEV. = 100'
i ii fib re : ere re
ice-nme.740-O-WI:A:,
�(8) #5's VERT. W/
8" 90' BEND INTO FTG.
TIES 0 10" O.C.
+ (2) 0 TOP OF PIER
1 ' 6"—t
1'-
6" COMPACTED
GRANULAR FILL
#4 REBAR AT
8" O.C. E.W.
S'141-4' 6" x 4'-6" x 1 ' PA0-4
SIDE VIEW
TYPICAL SIDEWALL RIGID FRAME PIER DETAILS
SCALE 3/4' et
15' #5 HAIRPINS
0 45'
1'-
(8) #5 VERT.
BARS W/ 8"
BEND INTO
FOOTING
1' 4"
3 STIRRUPS
0 10" O.0 +
(2) 0 TOP
50'-3" OUT TO OUT OF CONCRETE
OPEN -HOLE SOILS REPORT
IS REQUIRED AT FOOTING
INS PECTION 150o PSF
REBAR NOT SHOWN
FOR SIMPLICITY
IN FOOTING
i
1'-6"
2'-6"
8.,
C #4's IDRIZ.
REBAR 4 12"
O.C. VERTIALLY
#4's VERT.
® 48" O.C.
r
SIDEWALL
8"
1'-8" 4.-6„
4' 6"
TOP VIEW
1'-4"
1 .
thiBASE OF STEEL / T.F.F.
ELEV. = 100'
1 )4" x 1 /i"
NOTCH
4" SLAB W/
6x6-W5xW5 W.W.M.
=yI ,ftezdazialz1
3'-0"
6" COMPACTED
GRANULAR FILL
#4 REBAR VERT. 0 48" O.C.
(3) - #4 REBAR HORIZ.
(HORIZ. REBAR TO BE CONT.
THROUGH PIER AREAS)
T
6"
(2)-#4 REBAR CONTINUOUS
TYPICAL
n FROST WALL SECTION
�`� SCALE 3/4' s.
#4's VERT.
0 48" O.C.
#4's HORIZ.
REBAR 0 12"
O.C. VERTICALLY
#3 TIES 12" O.C.
+i
8" FND.
WALL
(4) #5 BARS VERTICAL
1:31=1
6"x16"
FOOTING
#4's VERT.
O 48" O.C.
#4's HORIZ.
REBAR 0 12"
O.C. VERTICALLY
3'-6"
TOP VIEW
8" FND.
WALL
(4) #5 BARS VERTICAL
1 '-0"
d
#3 TIES ® 12" O.C.
TOP VIEW
1'-0"
GEN. NOTES & SPECIFICATIONS:
BUILDING CODES:
-2009 INTERNATIONAL BUILDING CODE
DESIGN LOADS:
- FOUNDATION DESIGN LOADS BASED ON LOADS PROVIDE BY
STEEL BUILDING MANUFACTURER.
FOOTINGS & FOUNDATIONS:
A
B.
C.
D.
MINIMUM FROST COVER FROM GRADE TO BOTTOM OF FOOTINGS
IS 42" UNLESS NOTED OTHERWISE.
ASSUMED SOIL DESIGN BEARING CAPACITY OF 1500 PSF,
CODE DEFAULT VALUE.
FOOTINGS SHALL BEAR ON SUITABLE NATURAL SOIL OR
COMPACTED FILL IN ACCORDANCE WITH THE RECOMMEND
OF THE SOILS ENGINEER.
OPEN -HOLE SOILS REPORT
IS REQUIRED AT FOOTING
TTDNsINSPECTION 1500 PSF
FILL SHALL BE COM°ACTED TO THE FOLLOWING MINIMUM STANDARD
PROCTOR VALUES (ASTM D698):
SLAB ON GRADE: 95%
FOOTINGS: 98%
FROST FOUNDATION BACK FILL: 95%
BASEMENT BACK FILL: 80%
E. ALL COLUMN FOOTINGS SHALL BE CENTERED ON THE COLUMNS;
AND WALL FOOTINGS SHALL BE CENTERED ON THE WALLS UNLESS
SHOWN OTHERWISE.
CAST - IN - PLACE CONCRETE:
A. DESIGN CODE: ACI -318 "BUILDING CODE REQUIREMENT FOR
REINFORCED CONCRETE"
B. CONCRETE 28 DAY COMPRESSIVE STRENGTH (f'c)
FOOTINGS: Vc=3000 PSI, 4" SLUMP, 1 1/2" MAX. AGR.
W/C RATIO OF 0.47, 5%-7% ENTRAINED AIR
INTERIOR SLABS ON GRAD: f'c=4000 PSI, 4" SLUMP, 3/4" MAX AGR.
W/C RATIO OF 0.51, 4%-6% ENTRAINED AIR
WALLS: f'c=3000 PSI, 4" SLUMP, 3/4" MAX. AGR.
W/C RATIO OF 0.50, 3%-5% ENTRAINED AIR
ALL EXTERIOR CONCRETE SLABS: f c=4000 PSI, 4" SLUMP, 3/4" MAX. AGR.
W/C RATIO OF 0.45. 5%-7% ENTRAINED AIR
ALL EXTERIOR CONCRETE SHALL BE AIR ENTRAINED 5% TO 7% BY VOLUME.
C. REINFORCING STEEI.: (NEW, DEFORMED AND CLEAN)
ASTM A185 FOR WELDED WIRE FABRIC.
ASTM A615 GRADE 60.
CLEARANCES FOR THE REINFORCEMENT:
CONCRETE PLACED DIRECTLY ON EARTH, FOOTINGS............3"
SLABS ON EARTH ........................................................SLAB MID -DEPTH
GRADE BEAMS/WALL; BOTTOM...........................................................3"
GRADE BEAM/WALLS; 'OP AND SIDES........... ....... . ................ ........2"
WALLS, COLUMNS, BEAMS: OUTSIDE FACE...... ....... ....... ........ ...1 1/2"
WALLS: INSIDE FACE..........................................................................1 1/2„
FORMED SURFACES EXPOSED TO WEATHER OR EARTH:
#5 BARS AND SMALLER__ 1/2"
#6 BARS AND LARGER 2"
EXCEPT AS INDICATED., 3/4"
REINFORCING SPLICES SHALL BE THE GREATER OF 24" OF 48 BAR DIAMETERS.
LOCATIONS OF SIZES OF ALL PENETRATIONS, HOLES, SLEEVES, ETC. SHALL
BE COORDINATED W1'H ALL TRADE.
FURNISH AND INSTAL ALL CHAIRS, TIES, AND OTHER ACCESSORIES IN
ACCORDANCE WITH THE CONCRETE REINFORCING INSTITUTE (CRSI)
"MANUAL OF STANDARD PRACTICES"
CONSOLIDATE ALL CONCRETE BY VIBRATING.
ALL CONCRETE AND MASONRY CONSTRUCTION DURING HOT OR COLD WEATHER
SHALL COMPLY WITH ACI 305R "HOT WEATHER CONCRETING" OR ACI 306R
"COLD WEATHER CONCRETING" RESPECTIVELY.
ALL REINFORCED CONCRETE SHALL CONTAIN LESS THAN 0.30% WATER SOLUBLE
CHLORIDE ION IN COdCRETE, BY WEIGHT.
J. CONTROL JOINTS AS 'ER ACI -318-05. SAW JOINTS TO BE CUT AT A MAXIMUM SPACING
(IN INCHES) OF 36 TI'AES THE FLOOR THICKNESS (IN INCHES) EACH WAY. SAWN JOINTS
ARE TO BE CUT AT A DEPTH OF 25% OF THE SLAB DEPTH AND CUT AS SOON AS
POSSIBLE WITHOUT FRAYING THE CONCRETE SURFACE.
U
4" SLAB W/
6x6-W5xW5 W.W.M.
8" WALL
BEHIND
#4 REBAR VERT.
O 48" O.C. &
(3) #4'S HORIZ.
6"
i
1-1 '-4"4'
SIDE VIEW
BASE OF STEEL / T.F.F.
ELEV. = 100'
6" COMPACTED
GRANULAR FILL
(4) #5 BARS VERTICAL
#3 TIES AT 12" O.C.
(2)-#4 REBAR
CONTINUOUS
TYPICAL ENDWALL & CORNER PIER DETAILS
SCALE 3/4'
S� p479/93/4t%inen/ >Ge
/e /iyiy e eyL ,
APPROVED
SUBJECT TO NOTED
EXCEI [ONS & INSPECTIONS
. GARFIELD COUNTY
'BUILD I G EP
By
i LD COPY
NO INSPECTION WITHOUT
THESE PLANS ON SITE
LOCATION: SILT,
SHEET TITLE:
AS NOTED
/ \
U
Z
ENGINEERING & TECHNICAL SERVICES,INC.
STRUCTURAL ENGINEERING & DESIGN
COPYRIGHT, 2014, ENGINEERING AND TECHNICAL SERVICES,
DATE: 2-3-14
DWN BY: CLS
DESIGN BY: CLS
CHK. BY: D.D.B.
REV:
FlLE: 1:\CURINDS\2014\Talley Mn Cone \HARTER
SHEET NO.:
k\ i
ENGINEERING DATA
BUILDING
CODE:
IBC 09
Job Number: B31577
Job Name: HARTER
Job Location: SILT, CO 81652
Builder: TALLY HO CONSTRUCTION
DATE:
4
DES1/ 2/1IGNED BY:
RRR
STATE
CODE:
IBC 09
BUILDING DESCRIPTION
BUILDING FRAMING
WIDTH: 50 feet
LENGTH: 40 feet
EAVE HEIGHT: 12 feet
ROOF SLOPE: 2.0:12
DESIGN LOADS
LIVE LOAD: 20.00 psf ROOF SNOW LOAD l°: ): 40 psf
RIGID FRAME LIVE LOAD: 20 psf sR00F SNOW LOAD FACTORS
COLLATERAL LOAD: 1 psf GROUND SNOW LOAD: 47.62 psf
ROOF DEAD LOAD: 2.500 psf I = 1.00 Ce = 1 Ct = 1.20 Cs = 1.00
FRAME SELF WEIGHT: INCLUDED Slippery/Unobstructed Roof: Y
WIND LOAD: 90 mph Rain—on—Snow Surcharge = 0.0
EXPOSURE: C
WIND IMPORTANCE FACTOR: 1.00
INTERNAL PRESSURE COEFFICIENT:8
SEISMIC IMPORTANCE FACTOR: 1.00 SEISMIC DESIGN CATEGORY: B
SEISMIC COEFFICIENT: 0.482 (Ss*Fa) ASSUMED SITE CLASS: D
OCCUPANCY CATEGORY: II — Normal
55= 0.31 S�= 0.08 SDS= 0.32 Sai= 0.13
SEISMIC RESISTING SYSTEM: Structural Steel System Not
Specifically Detailed for Seismic Resistance
0 psf
ANALYSIS PROCEDURE: Equivalent Lateral Force Procedure
The index force analysis procedure is used for buildings located
in seismic design category A [Eqn 11.7-1, ASCE7—O5 (IBC06/IBC09)],
in which case Cs and R do not apply and are not used to
calculate the base shear, V.
Terrain Category: C
LEFT ENDWALL FRAME TYPE: Bearing
RIGHT ENDWALL FRAME TYPE: Bearing
INTERIOR FRAME TYPE: 1 rigid frame, clear span
ROOF BRACING: Cable Diagonal Bracing
LEFT ENDWALL BRACING: Cable Diagonal Bracing
RIGHT ENDWALL BRACING: Cable Diagonal Bracing
FRONT SIDEWALL BRACING: Cable Diagonal Bracing
BACK SIDEWALL BRACING: Coble Diagonal Bracing
LEFT ENDWALL GIRT TYPE: Inset
RIGHT ENDWALL GIRT TYPE: Inset
FRONT SIDEWALL GIRT TYPE: Inset
BACK SIDEWALL GIRT TYPE: Inset
ROOF PANEL: 26 ga. R—Panel
ROOF PANEL COLOR: Tan (CSS)
ROOF TRIM COLOR: Tan (CSS)
WALL PANEL: 26 ga. R—Panel
WALL PANEL COLOR: Galvalume (CSS)
WALL TRIM COLOR: Tan (CSS)
SEISMIC DATA
CS R
INTERIOR FRAME: 0.11 3.00
ROOF: 0.11 3.00
LEFT ENDWALL• 0.11 3.00
RIGHT ENDWALL: 0.11 3.00
FRONT SIDEWALL 0.11 3.00
BACK SIDEWALL: 0.11 3.00 V (k)
LONGITUDINAL BASE SHEAR: 3.37
TRANSVERSE BASE SHEAR: 3.90
DEFINITIONS/ABBREVIATIONS
COMMENTS
Definition of Loading Conditions on Anchor Bolt Reactions Page:
DL: Dead Load LL: Live Load C0: Collateral Load WP: Wind Pressure
WS: Wind Suction LLR: Live Load Right WL Wind from Left WR: Wind from Right
Definition of other abbreviations on Anchor Bolt Reactions Page & Anchor Bolt Details:
EWA
iEraz
DRAWING
DESCRIPTION
COVER SHEET
ANCHOR BOLT PLAN
;1/FME
D SECTD ELEVATIOEELEVATIOSOOAMING PLAN
ADDITIONAL DETAILS
INDEX
PAGE(S)
010
DESCRIPTION
GENERAL DETAILS
ACCESSORY DRAWINGS
ggBF = Ordinary Steel Concentrically Braced Frame
= Cantilevered Column System
PLAINSMAN
PREFORMED PEAK CAPS
26 GAUGE ROOF PANELS
MASTIC SEALANT
ROOF SEAMS
HEAD TRI
01111111110111111111100
CLOSURES
6 GAUCE
WALL PANELS
OAM CLOSURES
AKE TRIM
AMBS AND HEADER FULLY FLASHED
JAMB
Y
ORNER TRIM
ASE TRIM
(OPITIONAL)
FASTENER COLOR CROSS REFERENCES
Rustic —Autumn Red
Hunter — Evergreen
Gray - Ash
Burnished SlateGray - Patrician
Brown -Tudor Brown
Hawaiian - Roman Blue
NOTE: FOAM CLOSURES MAY DIFFER DUE TO INSULATION AND/OR
OTHER BUILDING OPTIONS
Desert -
Matt Clay
Black - Black
Brilliant - Brite - SP - Regal
Polar White - Oyster White
Burgandy - Brandywine
White
IT.
wEY
T o� 17
-17
1
•
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1-
A
•