GENERAL INFORMATION - CBC Steel Buildings · 2006 Edition (MBMA, 2006). 4. Metal Building...
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CBC Steel Buildings 2) Slip critical connections are not required by design category "D", "E" or "F". connections if located in seismic performance/ primary framing, bolted bracing, and strut 1) Pre-tensioning of A325 bolts is required on (Made with A325 Bolts) Special Bolting Connection Inspection Req. the inspection process. administration or costs associated with Buildings shall not be responsible for A490 Bolts (AISC Thirteenth Edition). CBC Steel for Structural Joints Using ASTM A325 or may be used as permitted in the Specification laboratory. Alternate methods of tightening the supervision of an independent testing method of tightening is recommended, under strength bolts. The Turn of the Nut 2. Special inspection is required for high special inspection is required. required due to any field modifications, Buildings. However, if any field welding is No field welding is required by CBC Steel above Certifications. according to the approved status of the 1. Shop Welding inspection is not required Structural Welding Code (AWS D1.1, 2004). 5. American Welding Society, 2006 Edition (MBMA, 2006). 4. Metal Building Manufacturers Association, 2007 Edition (AISI 5100-2007). 3. American Iron and Steel Institute, Thirteenth Edition (AISC 360-05 & AISC 341-05). 2. American Institute of Steel Construction, 2009 Edition (IBC 2009). 1. International Building Code, recommendations of the following Codes. utilizing the pertinent provisions and with the CBC specifications and standards, The design of this structure is in compliance Codes & Specifications Steel Fabricator No. 404. 4. Clark County, Approved Type I Fabricator No. SP07-0091. 3. City of Riverside, CA. Approved Type I Fabricator No. 1436. 2. City of Los Angeles, CA. Approved Approved Fabricator AC-472, MB-152. 1. IAS International Accreditation Services, Inc. Product Certifications one shop coat. framing, cables, bolts and screws shall receive All Steel members except galvanized secondary 7. Shop Coating: A36 Material. Anchor Bolts (Not By CBC) Sized Based on turning element. Machine Bolts, ASTM A307. High Strength Bolts, ASTM A325-N, Washer under 6. Bolts: Rect. HSS, ASTM A500 Grade B, Min. Yield 46 ksi. Round HSS, ASTM A500 Grade B, Min. Yield 42 ksi. Pipe, ASTM A53 Grade B, Min. Yield 35 ksi. 5. Bracing and Columns: Rods , A529 Grade 50 Angles, ASTM A36, Min. Yield 36 ksi. Cables, ASTM A475 Extra High Strength Grade. 4. Bracing: 24Ga Painted Galvanized, ASTM A653 G90, AZ55 Grade 50 26Ga Painted Galvanized, ASTM A653 G90, AZ55 Grade 50 & 80 24Ga Painted and Unpainted ZA., ASTM A792 AZ50, Grade 50 26Ga Painted and Unpainted ZA., ASTM A792 AZ50, Grade 50 & 80 3. Roof & Wall Covering: Grade 55, Min. Yield 55 ksi. Galvanized 16Ga, 15Ga. 14Ga, 13Ga, 12Ga, ASTM A653 G90, 2. Secondary Framing: Flanges, ASTM A529, A572, Grade 55 Web Plates, ASTM A529, A572, A1011, Grade 55 1. Primary Framing: Material Specifications Wall Trim Color: Roof Trim Color: Wall Color: Roof Color: 26Ga. R-Panel Wall Panel Type: 26Ga. R-Panel Roof Panel Type: 16'-0 Back Eave Ht.: 16'-0 Front Eave Ht.: 40'-0 Building Length: 30'-0 Building Width: Building Information REV. BY DATE PLOT DATES: PLOT DATES: PLOT DATES: PLOT DATES: CUSTOMER: CUSTOMER: CUSTOMER: CUSTOMER: LOCATION: LOCATION: LOCATION: LOCATION: CBC JOB No. CBC JOB No. CBC JOB No. CBC JOB No. DEALER: DEALER: DEALER: DEALER: SHEET SHEET SHEET SHEET OF OF OF OF DATE DATE DATE DATE DRAWN DRAWN DRAWN DRAWN ENGR. APR. ENGR. APR. ENGR. APR. ENGR. APR. SCALE SCALE SCALE SCALE JEFF BELUOMINI JEFF BELUOMINI JEFF BELUOMINI JEFF BELUOMINI KENAI, AK KENAI, AK KENAI, AK KENAI, AK C15C0259 C15C0259 C15C0259 C15C0259 ARCTIC FOX SH GENERAL INFORMATION GENERAL INFORMATION GENERAL INFORMATION GENERAL INFORMATION BY 1 1 1 1 7 7 7 7 7 - 1 -1 5 7-1-15 Hunter Green Sandstone Sandstone Hunter Green Inspections as piece markings have not been identified, nor is it official or others. This set is not intended for construction, These drawings are Final and are for review by the building For Permit to be used for the permit or construction process. These drawings are conceptual only and are not Preliminary: Drawing Status N/A Special Notes Crane Load _______________ N/A Dead Load ______________ N/A Live Load _______________ N/A Mezzanine: Other Loads: Impt. Factor ______________ 1.0 Coeff. R = 3.25 for Braced Frames Omega = 2.0 Coeff. R = 3.5 for Moment Frames Omega = 3.0 Coeff. Ss = 150% S1 = 60% Seismic Site Class: D Seismic Design Category: D Earth Quake Load: Kzt _____________ 1.0 Impt. Factor _____________ 1.0 Exposure _____________ C Wind Load, Speed ____________ 110.0 mph (3-sec gust) Impt. Factor _____________ 1.0 Ce _____________ 1.0 Snow Load, Roof _____________ 50 psf Live Load Reduction Allowed ____ No Live Load ___________________ 20.0 psf Collateral Load ______________ 3.0 psf. Building Dead Load ___________ 5.2 psf the Engineer of Record for the entire project. department. CBC Steel Buildings and the undersigned are "NOT the following loads meet the requirements of the local building The Builder and/or the Engineer of Record must confirm that Codes and Specifications referenced on this page. accordance with the Wind Load provisions of the applicable Buildings, must be designed as Structural Components in All accessories such as doors, windows, etc. not by CBC Steel Building Code, 2009 Edition (IBC 2009). in compliance with the pertinent provisions of the International This steel building is designed utilizing the following loads, Design Loads X Erection drawings, identified as "Detailed for Fabrication". For Construction intended for the ANCHOR BOLT PLAN to be poured. 1 Detailed For Fabrication
Transcript of GENERAL INFORMATION - CBC Steel Buildings · 2006 Edition (MBMA, 2006). 4. Metal Building...
CBC Steel Buildings2) Slip critical connections are not required bydesign category "D", "E" or "F".connections if located in seismic performance/primary framing, bolted bracing, and strut1) Pre-tensioning of A325 bolts is required on
(Made with A325 Bolts)Special Bolting Connection Inspection Req.
the inspection process. administration or costs associated with Buildings shall not be responsible for A490 Bolts (AISC Thirteenth Edition). CBC Steel for Structural Joints Using ASTM A325 or may be used as permitted in the Specification laboratory. Alternate methods of tightening the supervision of an independent testing method of tightening is recommended, under strength bolts. The Turn of the Nut2. Special inspection is required for high special inspection is required. required due to any field modifications, Buildings. However, if any field welding is No field welding is required by CBC Steel above Certifications. according to the approved status of the1. Shop Welding inspection is not required
Structural Welding Code (AWS D1.1, 2004).5. American Welding Society,2006 Edition (MBMA, 2006).4. Metal Building Manufacturers Association,2007 Edition (AISI 5100-2007).3. American Iron and Steel Institute,Thirteenth Edition (AISC 360-05 & AISC 341-05).2. American Institute of Steel Construction,2009 Edition (IBC 2009).1. International Building Code,recommendations of the following Codes.utilizing the pertinent provisions andwith the CBC specifications and standards,The design of this structure is in compliance
Codes & SpecificationsSteel Fabricator No. 404.4. Clark County, ApprovedType I Fabricator No. SP07-0091.3. City of Riverside, CA. ApprovedType I Fabricator No. 1436.2. City of Los Angeles, CA. ApprovedApproved Fabricator AC-472, MB-152.1. IAS International Accreditation Services, Inc.
Product Certifications
one shop coat.framing, cables, bolts and screws shall receiveAll Steel members except galvanized secondary7. Shop Coating:A36 Material.Anchor Bolts (Not By CBC) Sized Based onturning element. Machine Bolts, ASTM A307.High Strength Bolts, ASTM A325-N, Washer under6. Bolts:Rect. HSS, ASTM A500 Grade B, Min. Yield 46 ksi.Round HSS, ASTM A500 Grade B, Min. Yield 42 ksi.Pipe, ASTM A53 Grade B, Min. Yield 35 ksi.5. Bracing and Columns:
Rods , A529 Grade 50Angles, ASTM A36, Min. Yield 36 ksi.Cables, ASTM A475 Extra High Strength Grade.4. Bracing:24Ga Painted Galvanized, ASTM A653 G90, AZ55 Grade 5026Ga Painted Galvanized, ASTM A653 G90, AZ55 Grade 50 & 8024Ga Painted and Unpainted ZA., ASTM A792 AZ50, Grade 5026Ga Painted and Unpainted ZA., ASTM A792 AZ50, Grade 50 & 803. Roof & Wall Covering:Grade 55, Min. Yield 55 ksi.Galvanized 16Ga, 15Ga. 14Ga, 13Ga, 12Ga, ASTM A653 G90,2. Secondary Framing:Flanges, ASTM A529, A572, Grade 55Web Plates, ASTM A529, A572, A1011, Grade 551. Primary Framing:Material Specifications
Wall Trim Color:Roof Trim Color:Wall Color:Roof Color:
26Ga. R-PanelWall Panel Type:26Ga. R-PanelRoof Panel Type:
16'-0Back Eave Ht.:16'-0Front Eave Ht.:
40'-0Building Length:30'-0Building Width:
Building Information
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Hunter Green SandstoneSandstoneHunter Green
Inspections
as piece markings have not been identified, nor is itofficial or others. This set is not intended for construction,These drawings are Final and are for review by the buildingFor Permitto be used for the permit or construction process.These drawings are conceptual only and are notPreliminary:
Drawing Status
N/ASpecial Notes
Crane Load _______________ N/ADead Load ______________ N/ALive Load _______________ N/AMezzanine:Other Loads:Impt. Factor ______________ 1.0Coeff. R = 3.25 for Braced Frames Omega = 2.0Coeff. R = 3.5 for Moment Frames Omega = 3.0Coeff. Ss = 150% S1 = 60%Seismic Site Class: DSeismic Design Category: DEarth Quake Load:Kzt _____________ 1.0Impt. Factor _____________ 1.0Exposure _____________ CWind Load, Speed ____________ 110.0 mph (3-sec gust)Impt. Factor _____________ 1.0Ce _____________ 1.0Snow Load, Roof _____________ 50 psfLive Load Reduction Allowed ____ NoLive Load ___________________ 20.0 psfCollateral Load ______________ 3.0 psf.Building Dead Load ___________ 5.2 psf
the Engineer of Record for the entire project. department. CBC Steel Buildings and the undersigned are "NOTthe following loads meet the requirements of the local buildingThe Builder and/or the Engineer of Record must confirm thatCodes and Specifications referenced on this page.accordance with the Wind Load provisions of the applicableBuildings, must be designed as Structural Components inAll accessories such as doors, windows, etc. not by CBC SteelBuilding Code, 2009 Edition (IBC 2009).in compliance with the pertinent provisions of the InternationalThis steel building is designed utilizing the following loads,
Design Loads
X Erection drawings, identified as "Detailed for Fabrication".For Constructionintended for the ANCHOR BOLT PLAN to be poured.
1D
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(1) AC-1 Clip W/(2) 12/ " Dia. A.B.'s
Detail - J
Plate : 38/ " x 8" x 8" W/ 34/ " Dia. A.B.'s
Detail - H
Plate : 38/ " x 8" x 1'-0" W/ 34/ " Dia. A.B.'s
Detail - G
Plate : 38/ " x 8" x 1'-0" W/ 34/ " Dia. A.B.'s
Detail - F
Plate : 38/ " x 8" x 8" W/ 34/ " Dia. A.B.'s
Detail - E
Plate : 38/ " x 8" x 8" W/ 34/ " Dia. A.B.'s
Detail - D
Plate : 38/ " x 8" x 8" W/ 34/ " Dia. A.B.'s
Detail - C
Plate : 38/ " x 8" x 1'-0" W/ 34/ " Dia. A.B.'s
Detail - B
Plate : 38/ " x 8" x 1'-0" W/ 34/ " Dia. A.B.'s
Detail - A
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19'-8
1'-0
427
'-44
1'-0
4
20'-0
30'-0
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40'-0Out to Out of Bldg Line
B
A
12'-0
15'-0
(2) 12/ " dia. bolts @ 4 Places See Details(2) 34/ " dia. bolts @ 12 Places See Details
ANCHOR BOLT PLAN
3'-0
10'-0
8 8
J
J
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CB
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1'-0
44
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SW4
2 2
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44
8
EW
SW
22
4 4
EW
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4 4
EW
4
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1'-0
84
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2 2
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84
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112/
4
2 2
EW
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(1) ROWSAG BLKG(1) ROWSAG BLKG
B
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15'-0
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19'-8
30'-0
Out to
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40'-0Out to Out of Bldg Line
ROOF FRAMING PLAN
(2) AC-13(See Detail 7 on Sheet 5)
(4) ZS-3
(4) ZS-1
13'-8
SS-1
GE8-1
SS-1
SS-1
SS-1
SS-1
RB-1
FR-1
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4
SS-1
1
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( 2 ) R 6 - 2 9 4
( 2 ) R 6 - 2 9 4
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SS-1
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SS-1 FR-4
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2'-8LAP
2'-8LAP
19'-8 4
SS-1
32
GE8-1
(HUNTER GREEN)
TR-1
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(3) TR-3
ROOF SHEETING PLAN
(14) P
A-15
'-1
TR-1
TR-1
(3) TR-3
(14) PM-2
(14) P
A-15
'-1
FIELD CUT BEVELED PANELS AS REQ'D.
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16'-0
Eave
Ht.
3'-8
19'-8
40'-0Out to Out of Bldg Line
SIDEWALL ELEVATION AT LINE A
3'-6
3'-10
5'-0
4
R 6 -3 0 0
CZ-3
(3) ZW-2
3
19'-8
(1) 3070 Special InsulatedKnockdown Walkdoor (Field Locate)
CZ-3
(3) ZW-3
R6 - 2 9 6
4
1'-0LAP
1'-0LAP
12
16'-0
Eave
Ht.
3'-8
19'-8
40'-0Out to Out of Bldg Line
SIDEWALL ELEVATION AT LINE B
3'-6
3'-10
5'-0
4
CZ-3
(3) ZW-2
1
19'-8 4
R 6-300R 6-296
CZ-3
(3) ZW-3
1'-0LAP
1'-0LAP
323'-
63'-
105'-
03'-
8
16'-0
Eave
Ht.
3'-8
F4
(1) AC-275w/ (4) 12/ "Ø Fin Hds & (6) 12/ "Ø H.S.B.s
(2) WA-26
(2) WA-28
(2) WA-31
End Post: 8" B.U. W/ 5" x 316/ "FLG.'s & 10 Ga. WEB PL.
5'-0
1'-32
'-5
10'-0
13'-8
30'-0Out to Out of Bldg Line
(3) AC-3 w/(8) 12/ "Ø H.S.B.s
(6) AC-152w/ (2) 12/ "Ø Fin Hds& (2) 12/ "Ø H.S.B.s
ENDWALL ELEVATION AT LINE 1
ZT-3 ZT-8
12'-0 88
16'-4
CZ-4
12'-0"x14'-0 10'-0"x10'-0
(16) AC-1
CS-1ZT-1
ZT-2
CZ-2
CS-2
CX-1
(1) AC-150w/ (2) 12/ "Ø Fin Hds.
A2
122
12
ZT-8CZ-1
3'-6
3'-10
3'-0
CZ-5
ZT-6
ZT-7
CX-2
AC-151w/ (4) 12/ "Ø H.S.B.s
B
16'-0
Eave
Ht.
3'-6
3'-10
5'-0
2'-0
1'-8
E4
Left Corner Column: 8" B.U. W/ 5" x 316/ "FLG.'s & 10 Ga. WEB PL.
Right Corner Column: 8" B.U. W/ 5" x 316/ "FLG.'s & 10 Ga. WEB PL.End Post: 8" B.U. W/ 5" x 316/ "FLG.'s & 10 Ga. WEB PL.
15'-0
30'-0Out to Out of Bldg Line
Rake Beam: 8" B.U. W/ 5" x 14/ "FLG.'s & 10 Ga. WEB PL.ENDWALL ELEVATION AT LINE 3
ZT-4 ZT-4
15'-0
R6- 2 2
9
CZ-6CZ-6ZT-4
ZT-4
ZT-4
ZT-4
R6-254
G4B
12
2
12
ZT-4 ZT-4
FIELD SLOT GIRTS TO ALLOW BRACING TO PASS THRU.
D4
SIM.D4
(6) WA-20
A
2
(SANDSTONE)
TR-39
TR-5
TR-5
SIDEWALL SHEETINGAT LINES A & B
(14) P
A-16
'-0
(SANDSTONE)
TR-41
TR-4
0
ENDWALL SHEETING AT LINE 1
PA-1
6'-7
PA-1
6'-7
TR-4
0
TR-39
TR-41
PA-3
'-5
PA-1
7'-1
PA-4
'-5
PA-3
'-11
TR-4
0
TR-4
0PA
-6'-1
1
PA-7
'-5
PA-7
'-11
PA-1
8'-7
(SANDSTONE)
TR-39
ENDWALL SHEETING AT LINE 3
PA-1
6'-7'
PA-1
7'-1
PA-1
7'-7
PA-1
8'-1
PA-1
8'-7
PA-1
7'-1
PA-1
7'-7
PA-1
8'-1
PA-1
8'-7
PA-1
6'-7'
B.U. Column
34/ "Ø Rod Bracing38/ x3" Plate w/(1) 34/ "Ø H.S.B.
14/ x4 Welded Plate
Connection Detail D4
16'-0
Eave
Ht.
3'-8
5'-0
3'-10
3'-6
B4
A4
2
FB-36
FB-36
8815'-0
Bldg Line to Ridge30'-0
Out to Out of Bldg Line
1 5 ' - 2 12/
Clear
Ht14
'-07 16/
FB-36
Base Plate:8" x 38/ " x 1'-0
Column: 12" to 20" B.U.Flanges: 14/ " x 5Web 316/
Base Plate:8" x 38/ " x 1'-015'-0
Bldg Line to Ridge
CROSS SECTION AT LINES 1 & 2
Clear
Ht14
'-07 16/
1 5 '-2 1 2/
Column: 12" to 20" B.U.Flanges: 14/ " x 5Web 316/
Rafter: 20" to 20" B.U.Flanges: 14/ " x 5Web 316/
3 @3 '-63 '-8 1 2/
FB-36FB-36
B1 '-0 3 @ 3 ' - 6
1 ' - 0
FB-36 FB-36FB-36
Rafter: 20" to 20" B.U.Flanges: 14/ " x 5Web 316/
5'-0
3'-10
3'-6
FB-36
3'-8
3 ' - 8 12/ C4
FB-36
A
12 122
212/
310
1 4/3
212/
(2) 12/ " x 5" x 1'-9 14/Bolting Plates W/ (8)34/ " Dia. x 2 34/ " H.S.B.'s (A325N)Bolts @ 3Ga. (Typ.)14/ " Stiff. PL. B.S.
14/ " Stiff. (Typ.)
Connection Detail A4
112/
41'
-41 4/
411
2/
(2) 12/ " x 5" x 2'-3 14/Bolting Plates W/ (8)34/ " Dia. x 2 34/ " H.S.B.'s (A325N)Bolts @ 3Ga. (Typ.)
Connection Detail B4
212/
310
1 4/3
212/
(2) 12/ " x 5" x 1'-9 14/Bolting Plates W/ (8)34/ " Dia. x 2 34/ " H.S.B.'s (A325N)Bolts @ 3Ga. (Typ.)
14/ " Stiff. PL. B.S.
14/ " Stiff. (Typ.)
Connection Detail C4
14/ " End Plate w/(4) 12/ "Ø M.B.s
14/ " Stiff Pl(B.S.)
Connection Detail E4
AC-150 W/ (2) 12/ " X 1FINHEAD BOLTS & (2)12/ " X 2" H.S.B.'S
AC-275 W/ (4) 12/ " X 1FINHEAD BOLTS & (6)12/ " X 2" H.S.B.'S
SPECIAL CLIP DETAILF4
(4) 12/ " X 2" H.S.B.'S
CONNECTION DETAILG4
28272625242322
98
7654321
REV.
BYDA
TE
PLOT
DAT
ES:
PLOT
DAT
ES:
PLOT
DAT
ES:
PLOT
DAT
ES:
CUST
OMER
:CU
STOM
ER:
CUST
OMER
:CU
STOM
ER:
LOCA
TION:
LOCA
TION:
LOCA
TION:
LOCA
TION:
CBC
JOB
No.
CBC
JOB
No.
CBC
JOB
No.
CBC
JOB
No.
DEAL
ER:
DEAL
ER:
DEAL
ER:
DEAL
ER:
SHEE
TSH
EET
SHEE
TSH
EET
OFOF OFOF
DATE
DATE
DATE
DATE
DRAW
NDR
AWN
DRAW
NDR
AWN
ENGR
. APR
.EN
GR. A
PR.
ENGR
. APR
.EN
GR. A
PR.
SCAL
ESC
ALE
SCAL
ESC
ALE
JEFF
BEL
UOMI
NIJE
FF B
ELUO
MINI
JEFF
BEL
UOMI
NIJE
FF B
ELUO
MINI
KENA
I, AK
KENA
I, AK
KENA
I, AK
KENA
I, AK
C15C
0259
C15C
0259
C15C
0259
C15C
0259
ARCT
IC FO
XSH
GENE
RAL D
ETAIL
SGE
NERA
L DET
AILS
GENE
RAL D
ETAIL
SGE
NERA
L DET
AILS
BY55 55
77 77
7-1-1 5
7-1-15
19171615
121110
2120
1413
1D
eta
ile
d F
or
Fa
bri
ca
tio
n
2622
98
7654321
REV.
BYDA
TE
PLOT
DAT
ES:
PLOT
DAT
ES:
PLOT
DAT
ES:
PLOT
DAT
ES:
CUST
OMER
:CU
STOM
ER:
CUST
OMER
:CU
STOM
ER:
LOCA
TION:
LOCA
TION:
LOCA
TION:
LOCA
TION:
CBC
JOB
No.
CBC
JOB
No.
CBC
JOB
No.
CBC
JOB
No.
DEAL
ER:
DEAL
ER:
DEAL
ER:
DEAL
ER:
SHEE
TSH
EET
SHEE
TSH
EET
OFOF OFOF
DATE
DATE
DATE
DATE
DRAW
NDR
AWN
DRAW
NDR
AWN
ENGR
. APR
.EN
GR. A
PR.
ENGR
. APR
.EN
GR. A
PR.
SCAL
ESC
ALE
SCAL
ESC
ALE
JEFF
BEL
UOMI
NIJE
FF B
ELUO
MINI
JEFF
BEL
UOMI
NIJE
FF B
ELUO
MINI
KENA
I, AK
KENA
I, AK
KENA
I, AK
KENA
I, AK
C15C
0259
C15C
0259
C15C
0259
C15C
0259
ARCT
IC FO
XSH
GENE
RAL D
ETAIL
SGE
NERA
L DET
AILS
GENE
RAL D
ETAIL
SGE
NERA
L DET
AILS
BY66 66
77 77
7-1-1 5
7-1-15
1615
121110 1413
1D
eta
ile
d F
or
Fa
bri
ca
tio
n
REV.
BYDA
TE
PLOT
DAT
ES:
PLOT
DAT
ES:
PLOT
DAT
ES:
PLOT
DAT
ES:
CUST
OMER
:CU
STOM
ER:
CUST
OMER
:CU
STOM
ER:
LOCA
TION:
LOCA
TION:
LOCA
TION:
LOCA
TION:
CBC
JOB
No.
CBC
JOB
No.
CBC
JOB
No.
CBC
JOB
No.
DEAL
ER:
DEAL
ER:
DEAL
ER:
DEAL
ER:
SHEE
TSH
EET
SHEE
TSH
EET
OFOF OFOF
DATE
DATE
DATE
DATE
DRAW
NDR
AWN
DRAW
NDR
AWN
ENGR
. APR
.EN
GR. A
PR.
ENGR
. APR
.EN
GR. A
PR.
SCAL
ESC
ALE
SCAL
ESC
ALE
JEFF
BEL
UOMI
NIJE
FF B
ELUO
MINI
JEFF
BEL
UOMI
NIJE
FF B
ELUO
MINI
KENA
I, AK
KENA
I, AK
KENA
I, AK
KENA
I, AK
C15C
0259
C15C
0259
C15C
0259
C15C
0259
ARCT
IC FO
XSH
GENE
RAL D
ETAIL
SGE
NERA
L DET
AILS
GENE
RAL D
ETAIL
SGE
NERA
L DET
AILS
BY77 77
77 77
7-1-1 5
7-1-15
1D
eta
ile
d F
or
Fa
bri
ca
tio
n
