225064_Kingspan Panel Shop Dwgs 6.pdf
PDF 6 MB Posted
- Attached to
- Wray Civic Center Construction
- Solicitation number
- 139-2025
- Issued by
- Kit Carson County, Weston CDP, Colorado
About this file
The documents are Kingspan shop drawings for the City of Wray Civic Center project located in Wray, Colorado, detailing the architectural panel system design and installation specifications. The project involves multiple buildings (labeled A, B, E, F) with various elevations, panel types, and configurations. The drawings, dated June 10, 2025, are erection drawings for approval, showing comprehensive details for panel installation, including panel types (Types 1-6), panel dimensions, wall elevations, floor plans, structural support heights, and framed opening specifications.
The drawings specify panel materials from Kingspan, using different panel configurations with varying thicknesses, colors, and surface treatments. The panels are primarily 3" and 5" thick, with colors including Imperial White Stucco Embossed and Shadow Line finishes. The technical drawings provide extensive installation guidelines, including fastening specifications, sealant requirements, trim details, and structural support recommendations. Each drawing includes precise measurements, panel quantities, and square footage calculations for different building sections, with specific notes about girt specifications and panel joint treatments. The documents are part of a comprehensive design and approval process for the civic center's construction.
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Text version
DATE
DRAWN
SCALE
JOB No.
SHEET
JOB NAME
E. NAVA
06/10/25
N.T.S.
3-10709
CITY OF WRAY CIVIC CENTER
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KIP 101
CITY OF WAY CIVIC CENTER
WRAY, CO. 80758
a. Non-exposed sealant shall be field applied gun grade non-skinning butyl.
b. Exposed sealant shall be field applied gun grade urethane or silicone sealant.
(Not By KINGSPAN INSULATED PANELS)
c. KINGSPAN INSULATED PANELS is not responsible for field installed vapor seal at joints and junctures.
d. KINGSPAN INSULATED PANELS is not responsible for vapor leaks caused by penetrations through the panels
e. Cuts or notches through joints may require additional support framing. The panel will require thru-fastening mending plates from top to bottom of elevation to maintain proper sealing procedure.
a. All trim shall be fabricated from G-90 or AZ50/Zincalume/Galvalume in gauge and finish to match panel face.
b. All trim is fastened at 8" o.c. unless otherwise noted in the details.
a. Holes in panels for other trades to be cut, sealed and flashed by the trade concerned unless otherwise noted on these drawings.
b. Openings which would reduce the structural strength of the panel are to be adequately reinforced by others.
a. The face of all steel must be free of bolt and rivet heads, built up welds or other obstruction which might interfere with bearing of panels on girts or purlins.
b. Girts for support of panels must extend to outer extremities of elevations and across face of columns to which panels are applied.
c. All panels supports are to be true and plumb prior to erecting panels. Recommended wall tolerance is 14" in any 20' direction. Recommend roof tolerance is 0" outward, 12" inward from plane
d. Assuming 16 ga. (Fy=50 ksi) steel supports. / 12 ga. (Fy=50 ksi) at R2
The following specifications appear on shop drawings prepared by KINGSPAN INSULATED PANELS.
They are intended to be a guide for minimum acceptable installation procedures and to indicate the quantity, size and materials specification of products furnished by KINGSPAN INSULATED PANELS, for the described project. They should not be used to replace or supplant specifications or notes on structural drawings. Materials shown on these drawings and specifications have been approved by KINGSPAN INSULATED PANELS for the purpose shown.
Exercise care to maintain uniform side joints on all panels at each elevation.
GENERAL NOTES:
SEALANTS:
TRIM:
WORK OF OTHER TRADES:
SUPPORTING STEEL AND GIRT SYSTEMS:
MODULE RETENTION:
FIELD-CUT PANELS:
a. Field cutting shall be performed in accordance with current Kingspan installation guides.
b. Field-cut panels where required at openings as shown on drawings. Cut edges are to be covered with trim.
c. Field-cut panels to slope at endwalls.
d. Some field cutting may be required.
TOUCH UP:
Use matching color touch up on material where damage consists of small chips, abrasions and field cut edges. Touch up paint may be obtained by contacting Kingspan customer service. For larger area paint repairs, consult the Kingspan Maintenance Manual for instructions. Each panel shall be covered until just prior to erection. Care should be taken not to allow panel facings to come in contact with dirt, oil, grease, standing water or any other material which could stain exposed surfaces. Carefully follow storage and handling instructions included with shipping documents.
ON-SITE STORAGE:
Panels and accessories are to be adequately protected from traffic and weather to ensure against physical damage or discoloration. Each panel shall be covered until just prior to erection. Care should be taken not to allow panel facings to come in contact with dirt, oil, grease, standing water or any other material which could stain exposed surfaces. Carefully follow storage and handling instructions included with shipping documents.
LEGEND:
GRID LINE DESTINATION
ELEVATION
DETAIL DESTINATION
ELEVATION VIEW
ABBREVIATIONS:
NOT ALL ABBREVIATIONS MAY BE USED ON THIS PROJECT
AFF
B.O.P.
BLDG.
CBC
CMU
F.F.
F.O.
GA.
GALV.
HORIZ.
IBC
NTS
O/O
PPH
SIM.
T.O.
T.O.P.
T.O.S.
TYP.
UBC
URE
W/
W/O
WSHR
SS
ABOVE FINISH FLOOR
BOTTOM OF PANEL
BUILDING
CALIFORNIA BUILDING CODE
CONCRETE MASONRY UNIT
FINISH FLOOR
FRAMED OPENING
GAUGE
GALVANIZED
HORIZONTAL
INTERNATIONAL BUILDING CODE
NOT TO SCALE
ON CENTER
OUT TO OUT
PHILIPS PANHEAD
SIMILAR
TOP OF
TOP OF PANEL
TOP OF STEEL
TYPICAL
UNIFORM BUILDING CODE
URETHANE
WITH
WITH OUT
WASHER
STANDING SEAM
O.C. OR O/C
X
X'-X"
AFF
KIP #
DTL #
KIP #
DTL #
CROSS SECTION
KIP #
DTL #
Kingspan does not recommend using vacuum type lifter.
MINERAL FIBRE PANEL:
F.I.P. FOAM IN PLACE
OUT TO FACEO/F
TERMS AND CONDITIONS:
Customer to verify that the provided specifications and drawings upon which the Panel layout and designs are based, are correct and accurately reflect the conditions necessary for design of all materials supplied by KINGSPAN. Customer must also verify that the project field conditions are representative of the specifications and drawings submitted, or that any and all varying conditions that may impact design, have been submitted to and confirmed by KINGSPAN, prior to the release of KINGSPAN's Panel drawings or calculations.
KINGSPAN is not responsible or liable for damage to Panels or incorrect Panel lengths as a result of field conditions varying from approved specification and drawings, or changes made after approved specifications and drawings are returned to the customer.
Drawings furnished by KINGSPAN show panel layouts, wall elevations, and fastening details only;
they do not replace structural calculations or drawings. The project engineer of record is solely responsible for determining if allowable panel and fastener loads meet the project design loads.
Kingspan is not responsible or liable for damage to Panels which may occur during the installation process which shall be the sole and exclusive responsibility of the installer. In no event will any consultations between the installer and KINGSPAN's technical assistance department be considered professional architectural or engineering advice on which installer may rely.
KINGSPAN is only responsible for showing items that are furnished by KINGSPAN in its specifications and drawings. KINGSPAN is not responsible for verifying reference dimensions shown in such specifications and drawings.
Any items shown, but not included in KINGSPAN's material bid package, are for informational purposes only. KINGSPAN will supply only those items specifically included in the Order Acknowledgement. It is the customer's responsibility to verify KINGSPAN's scope.
At the customer's option, KINGSPAN may provide an engineering seal on its drawings indicating that Panel spans and connections have been verified and approved for use as drawn. This approval pertains solely to the materials being supplied by KINGSPAN and does NOT apply to structural supports or any other components which may be shown on the drawings for clarification purposes only. These items must be reviewed and approved by the project engineer of record.
Placing an order with KINGSPAN constitutes acceptance of these terms and conditions.
APPROVAL SIGNATURE
PRINTED NAME & COMPANY SIGNATURE
FOR APPROVAL
These Approval Drawings are submitted for the above referenced project. Please review, sign, and return the Drawings marked either :
"Approved as Submitted" (if there are no corrections), "Approved as noted" (with correction(s) clearly noted on the returned Drawing set), or "Revise / Resubmit" (with correction(s) clearly noted on the returned Drawing set).
All dimensions, details and trims require approval/verification.
All "clouded areas" must be reviewed and addressed to the satisfaction of Kingspan, before materials will be released for Fabrication and/or Production Drawings will be issued.
Approval of the Kingspan Drawings and panel analysis indicates that Kingspan has correctly interpreted the project requirements, and the designs thereof. This approval constitutes the acceptance of Kingspan dimensions, layouts, materials, and designs unless clearly noted otherwise.
Kingspan is not responsible for checking the material and/or design compatibility of components that are not supplied by Kingspan.
□ APPROVED AS SUBMITTED
□ APPROVED AS NOTED
□ REVISE / RESUBMIT
APPROVAL SIGNATURE DATE:
PRINTED NAME & COMPANY OF SIGNATURE DATE:
CUSTOMER REVIEW CHECKLIST:
Panel Information:
□ Panel type and thickness
□ Gauge and color of the exterior/interior skins
□ If color is “To be determined”, please mark up the drawings with the chosen color and contact your project coordinator to confirm the color selection
□ On Designwall Horizontal panel, please select color of vertical joint gasket, Black or Gray.
Custom color gasket are also avaiable (with limitations, minimum quantity, and advance notice).
Please contact your project coordinator for color selection.
Floor Plans:
□ Grid lines on the plans are correct
□ Dimensions shown on the floor plan are correct with the latest structural/steel drawings
□ Floor plans are representative of where Kingspan materials are to be provided
□ If there are panel areas missing or not clearly shown, please mark up the drawings and contact your project coordinator to review
Roof Plans: (If applicable)
□ Roof dimensions are accurate
□ Roof panel lengths are correct with the latest structural/steel drawings
□ Endlaps (if present) are lined up with a roof purlin
□ Overhangs (if present) are properly shown
□ Canopy areas (if present) are properly shown
□ If there are missing panels, overlaps needed that are not shown, or wrong dimensions please mark up the drawings and contact your project coordinator
Elevations:
□ Elevation tags show the correct location of the bottom of panel and top of panel/parapet/steel
□ Framed opening sizes, locations, and quantities are correct
□ Wall length dimensions are correct and match the floor plan
□ Wall panel lengths are correct at each elevation shown
□ Detail called out corresponds to the correct condition at that location
□ Quantity and length of panels called out in panel lists correspond with that shown for each elevation
□ If multiple panel types, verify that the proper panel types are being used in the proper location
□ If panel areas are missing or not clearly shown, please identify on the drawings and contact your project coordinator to review
Details:
Please review each detail shown thoroughly, with special attention to the following:
□ Base condition(s) correct (flush mount or overhung?)
□ Slab edge shown is correct, matches concrete condition (squared off or keyway?)
□ Window details and flashings drawn correctly
□ Overhead door details and flashings drawn correctly
□ Trims necessary for proper installation shown in details (special attention should be paid to those marked “Not by Kingspan”)
□ Location and type of structural members shown in details reflect actual structural members present (note: please indicate on the drawings if there are any locations utilizing steel thicker than ¼” so that proper fasteners may be designated)
□ If any detail conditions are omitted or are incorrect, please clearly identify on the drawings
Trims:
□ Trims to be provided as shown
□ Gauge and color of each trim piece is correctly identified
□ Shapes and dimensions of each trim are correct
□ If a different trim shape/dimension or color is desired, please mark up the drawings as needed
AFTER COMPLETING THIS CHECKLIST, PLEASE CHECK THE APPROPRIATE BOX LOCATED IN
THE “FOR APPROVAL” SECTION OF THE TITLE BLOCK, THEN SIGN AND RETURN THE
DRAWINGS TO YOUR KINGSPAN PROJECT COORDINATOR.
This checklist is provided as a guide when reviewing Kingspan shop drawings. Please take a moment to verify that the following information presented in these drawings is correct:
Wall Sections:
□ Wall construction/materials/panel thickness are correct
□ Elevations of support members are correct
□ Wall panel lengths are correct
CALCULATIONS
PREPARED BY:
SIGNATURE
DATE:
KINGSPAN
TECHNICAL SERVICE
ENGINEER
SCALE
JOB No.
SHEET
JOB NAME
E. NAVA
06/10/25
N.T.S.
3-10709
CITY OF WRAY CIVIC CENTER
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3'-6" COVERAGE
3"
SHADOW LINE
MICRO RIB
FEMALE JOINT MALE JOINT
KS MICRO RIB (MR)
8" REVEAL
3'-6" COVERAGE
3"
SHADOW LINE
MICRO RIB
FEMALE JOINT MALE JOINT
KS MICRO RIB (MR)
8" REVEAL
3'-6" COVERAGE
3"
SHADOW LINE
MICRO RIB
FEMALE JOINT MALE JOINT
KS MICRO RIB (MR)
8" REVEAL
3'-6" COVERAGE
3"
SHADOW LINE
MICRO RIB
FEMALE JOINT MALE JOINT
KS MICRO RIB (MR)
8" REVEAL
3'-0" COVERAGE
5"
SHADOW LINE
AZTECO
FEMALE JOINT MALE JOINT
8" REVEAL
KS AZTECO (AZ)
3'-0" COVERAGE
5"
SHADOW LINE
AZTECO
FEMALE JOINT MALE JOINT
KS AZTECO (AZ)
8" REVEAL
3'-0" COVERAGE
3"
SHADOW LINE
MICRO RIB
FEMALE JOINT MALE JOINT
KS MICRO RIB (MR)
8" REVEAL
KIP 102
SHEET INDEX
SHEET NUMBER DESCRIPTION REVISION NOTES
KIP 101 GENERAL INFORMATION 0
KIP 102 SHEET INDEX / PANEL CONFIGURATIONS 0
KIP 201 FLOOR PLAN 0
KIP 301 SECTION 0
KIP 401-414 ELEVATIONS 0
KIP 601-607 DETAILS 0
KIP 701-705 TRIMS AND/OR EXTRUSIONS 0
EXTERIOR FACE
Coverage
Profile Material
Texture
Gauge Paint System Color
Core Thickness Core Material Panel Type
INTERIOR FACE
Reveal
Caulking
Orientation
WALL PANEL CONFIGURATION: (TYPE 1)
TYPE 1
KSMR
QUADCORE
3" 42" 1/8"
MICRO RIB
AZ50
ZZZ
ZZZ
STUCCO EMBOSSED
N/A
SHADOW LINE
AZ50
PMW33973
IMPERIAL WHITE
STUCCO EMBOSSED
N/A
VERTICAL
EXTERIOR FACE
Coverage
Profile Material
Texture
Gauge Paint System Color
Core Thickness Core Material Panel Type
INTERIOR FACE
Reveal
Caulking
Orientation
WALL PANEL CONFIGURATION: (TYPE 5)
TYPE 5
KSAZ
QUADCORE
5" 36" 1/8"
FLAT
AZ50
431R444
REGAL WHITE
AZTECO EMBOSSED
N/A
SHADOW LINE
AZ50
PMW33973
IMPERIAL WHITE
STUCCO EMBOSSED
N/A
VERTICAL
EXTERIOR FACE
Coverage
Profile Material
Texture
Gauge Paint System Color
Core Thickness Core Material Panel Type
INTERIOR FACE
Reveal
Caulking
Orientation
WALL PANEL CONFIGURATION: (TYPE 2)
TYPE 2
KSMR
QUADCORE
3" 42" 1/8"
MICRO RIB
AZ50
ZZZ
ZZZ
STUCCO EMBOSSED
N/A
SHADOW LINE
AZ50
PMW33973
IMPERIAL WHITE
STUCCO EMBOSSED
N/A
VERTICAL
EXTERIOR FACE
Coverage
Profile Material
Texture
Gauge Paint System Color
Core Thickness Core Material Panel Type
INTERIOR FACE
Reveal
Caulking
Orientation
WALL PANEL CONFIGURATION: (TYPE 3)
TYPE 3
KSMR
QUADCORE
3" 42" 1/8"
MICRO RIB
AZ50
ZZZ
ZZZ
STUCCO EMBOSSED
N/A
SHADOW LINE
AZ50
PMW33973
IMPERIAL WHITE
STUCCO EMBOSSED
N/A
VERTICAL
EXTERIOR FACE
Coverage
Profile Material
Texture
Gauge Paint System Color
Core Thickness Core Material Panel Type
INTERIOR FACE
Reveal
Caulking
Orientation
WALL PANEL CONFIGURATION: (TYPE 4)
TYPE 4
KSMR
QUADCORE
3" 42" 1/8"
MICRO RIB
AZ50
ZZZ
ZZZ
STUCCO EMBOSSED
N/A
SHADOW LINE
AZ50
PMW33973
IMPERIAL WHITE
STUCCO EMBOSSED
N/A
HORIZONTAL
EXTERIOR FACE
Coverage
Profile Material
Texture
Gauge Paint System Color
Core Thickness Core Material Panel Type
INTERIOR FACE
Reveal
Caulking
Orientation
WALL PANEL CONFIGURATION: (TYPE 6)
TYPE 6
KSAZ
QUADCORE
5" 36" 1/8"
FLAT
AZ50
431R444
REGAL WHITE
AZTECO EMBOSSED
N/A
SHADOW LINE
AZ50
PMW33973
IMPERIAL WHITE
STUCCO EMBOSSED
N/A
HORIZONTAL
EXTERIOR FACE
Coverage
Profile Material
Texture
Gauge Paint System Color
Core Thickness Core Material Panel Type
INTERIOR FACE
Reveal
Caulking
Orientation
WALL PANEL CONFIGURATION: (TYPE 7)
TYPE 7
KSMR
QUADCORE
3" 36" 1/8"
MICRO RIB
AZ50
ZZZ
ZZZ
STUCCO EMBOSSED
N/A
SHADOW LINE
AZ50
PMW33973
IMPERIAL WHITE
STUCCO EMBOSSED
N/A
VERTICAL
SCALE
JOB No.
SHEET
JOB NAME
E. NAVA
06/10/25
N.T.S.
3-10709
CITY OF WRAY CIVIC CENTER
D R
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CORRECT ALIGNMENT MIS- ALIGNMENT
(AVOID THESE CONDITIONS)
EX
TE
R
IO
R
IN
TE
R
IO
R
BUILDING WIDTH
OR LENGTH
SL
SL
Steel must be "ALIGNED" before installation begin. Recommended wall tolerance is 14" in any 20' direction. Recommend roof tolerance is 0" outward, 12" inward from plane.
¼” diameter self drilling, self tapping TEK type and B point self tapping type:
Carbon and 410 stainless 1,800 rpm
304 stainless 1,000 rpm
Note: Proper tools are required to produce consistent drilling and minimize potential fastener or application failures due to over or under driven fasteners. A torque control or depth sensing nose piece for the screw gun is recommended for proper installation.
SL SL
Suggested Fastener Driving Speeds
Steel Thickness TEK Threads/inch 16 Ga. (.060) #2, 3 14 14 Ga. (.075) #2, 3 14 12 Ga. (.105) #3 14 1/8" (.125) #3 14 10 Ga. (.134) #3 14 3/16" (.187) #3 14 ¼" (.250) #3, 5 14 (#3), 20 minimum (#5) 3/8" (.375) #5 20 minimum ½" (.500) #5 20 minimum
Recommended TEK type for 1/4" diameter (self-drilling, self tapping) fasteners:
Steel Thickness Drill Size 16 Ga. (.060) #8 (.199) 14 Ga. (.075) #7 (.201) 12 Ga. (.105) #7 (.201) 1/8" (.125) #2 (.221) 10 Ga. (.134) #2 (.221) 3/16" (.187) #2 (.221) ¼" (.250) #2 (.221) 3/8" (.375) #2 (.221) ½" (.500) #1 (.228)
Chart based on data from fastener manufacturers laboratory test results.
Since actual job site conditions will vary, chart is a basic guideline. If in doubt, field drilling and pull tests are recommended.
Pilot Hole Chart for 1/4" diameter B Point Fasteners (self tapping)
KIP 103
Exposed fasteners shall have painted heads to match the color of the metal siding where they are used. Fasteners to attach panels to the building shall be as detailed on the drawings. See drawings for trim fastener types and spacing
FASTENER INFORMATION:
FASTENER CALCULATIONS AND SCHEDULE:
Panel analysis and fastening patterns are based on design pressures that were:
□ Provided by the customer
□ Developed by Kingspan Insulated Panels and must be verified by the Engineer of Record
Panel spans and suggested fastening layouts are based on full scale tests performed by an independent testing facility in accordance with the vacuum chamber method of ASTM E72. The Engineer or Designer of Record must verify that the support structure to which the panel clips and fasteners are attached is capable of resisting the noted reactions based on the given design criteria.
PLEASE NOTE:
THESE APPROVAL DRAWINGS HAVE BEEN
SUBMITTED WITHOUT PERFORMING A PANEL
DEFLECTION/FASTENING ANALYSIS. PLEASE
PROVIDE THE APPLICABLE DESIGN CRITERIA
(BUILDING CODE, WIND SPEED,EXPOSURE,
IMPORTANCE FACTOR, ETC) OR THE APPLICABLE
POSITIVE/NEGATIVE WIND PRESSURES FOR THE
COMPONENTS & CLADDING SO THAT A PANEL
DEFLECTION/FASTENING ANALYSIS MAY BE
COMPLETED. PANEL ANALYSIS WILL BE
REQUIRED PRIOR TO THE RELEASE OF THE
FINAL PRODUCTION DRAWINGS.
PLEASE NOTE:
A PANEL DEFLECTION/FASTENING ANALYSIS HAS NOT BEEN COMPLETED.
SHOP DRAWINGS ARE SUBJECT TO CHANGE UPON COMPLETION OF ANALYSIS.
8' -0
'-6
'-0
'-0
'-0
3'
-0
'-0
9'
-8
6' -0
9'
-4
'-0
25'-0" 25'-0" 25'-0"
7'-0"
25'-0"
9'-0"
25'-0" 16'-6" 31'-0" 29'-2" 31'-0" 26'-8" 23'-4" 22'-0" 16'-0"
1 2 3 4
6 7 9 10 11 12 13 14 15 16 17 18
A
B
C
C.1
D
E
F
G
H
J
K
9.1
E.1
H.1
N
E
S
W
KIP 401
A
KIP 402
B
KIP 403
C
KIP 405
E
KIP 407
G
KIP 414
O
KIP 413
R
KIP 409
J
KIP 404
D
KIP 406
F
KIP 408
H
KIP 412
N
0'
-7 1 2"
O U
T
TO
O U
T O
F
PA
N
EL
0'
-0 " O
U T
TO
O
U T
O F
ST
EE
L
160'-0" OUT TO OUT OF STEEL
160'-71
2" OUT TO OUT OF PANEL
68'-0" OUT TO OUT OF STEEL
68'-3" OUT TO OUT OF PANEL
'-0
" O U
T
TO
O U
T O
F
ST
EE
L
'-3
" O U
T
TO
O U
T O
F
PA
N
EL
92'-0" OUT TO OUT OF STEEL
92'-71
2" OUT TO OUT OF PANEL
'-6
4"
O U
T
TO
O U
T O
F
PA
N
EL
'-3
" O U
T
TO
O U
T O
F
ST
EE
L
120'-11
4" OUT TO OUT OF STEEL
120'-5" OUT TO OUT OF PANEL
'-0
" O U
T
TO
O U
T O
F
ST
EE
L
'-3
" O U
T
TO
O U
T O
F
PA
N
EL
88'-0" OUT TO OUT OF STEEL
88'-71
2" OUT TO OUT OF PANEL
'-8
" O U
T
TO
O U
T O
F
ST
EE
L
'-3
1 2" O
U T
TO
O
U T
O F
PA
N
EL
88'-0" OUT TO OUT OF STEEL
88'-71
2" OUT TO OUT OF PANEL
'-5
8"
O U
T
TO
O U
T O
F
ST
EE
L
'-5
8"
O U
T
TO
O U
T O
F
PA
N
EL
38'-0" OUT TO OUT OF STEEL
37'-111
4" OUT TO OUT OF PANEL
37'-111
4" OUT TO OUT OF STEEL
37'-111
4" OUT TO OUT OF PANEL
'-0
" O U
T
TO
O U
T O
F
ST
EE
L
'-3
4"
O U
T
TO
O U
T O
F
PA
N
EL
KIP 410
K
KIP 411
M
KIP 301
A-A
KIP 301
B-B
KIP 301
C-C
KIP 410
P
'-3
" O U
T
TO
O U
T O
F
ST
EE
L
'-6
4"
O U
T
TO
O U
T O
F
PA
N
EL
KIP 411
L
FLOOR PLAN
11'-0" 2'-8"
9.2
4"
18'-6"
10.1 12.9
11"
12.1
14'-0"
11"
1' -6
3.9
2'-4"
DATE
DRAWN
SCALE
JOB No.
SHEET
JOB NAME
E. NAVA
06/10/25
N.T.S.
3-10709
CITY OF WRAY CIVIC CENTER
D R
AF
TS
M
AN
C
O N
TA
C
T N
U M
BE
R
C
O N
TA
C
T N
AM
E:
SH
O
PS
C
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EC
KE
D
B Y:
JO
B
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AM
E:
C U
ST
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M
ER
N
AM
E:
JO
B
LO
C
AT
IO
N
PR
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C
T C
O O
R D
IN
AT
O R
BY
C
IT
Y O
F W
R A
Y C
IV
IC
C E
N T
E R
W R
A Y
C
O
B U
IL
D
IN
G
S B
Y D
E S
IG
N
E R
IC
V
A N
S O
E A
S T
-6 -8
E
N A
V A
J E
N N
IF
E
R M
O R
A L
E S
P
H E
R N
A N
D E
Z R
EV
IS
IO
N
S
TH
ES
E
SH
O P
D
RA
W
IN
G S
W
ER
E
CR
EA
TE
D U
SI
N
G
TH
E
FO
LL
O
W
IN
G I
N
FO
RM
AT
IO
N
S U
PP
LI
ED
B
Y
CU
ST
O
M
ER
A S
TH
E
BA
SI
S O
F D
ES
IG
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D
AT
E:
PL
AN
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D el an d
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M od es to
C A.
, C ol um bu s O
H w w w .k in gs pa np an el s.
us
Fa x:
(3
) 7
-9
5, T el
6)
-6
R
/2
4/
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TI
O
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R
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IN
G
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FO
R A
PP
R
O
VA
L
/2
4/
C O
N
ST
R U
C
TI
O N
D O
C U
M
EN
TS
KIP 201
100'-0"
BASE ML
107'-6"
SUPPORT HT.
112'-0"
SUPPORT HT. / STACK JOINT
117'-0"
SUPPORT HT.
119'-9 3/8"
T.O. PANEL
119'-10"
T.O. STEEL
100'-0"
B.O. PANEL
SECTION CUT - A-A
STRUCTURAL SUPPORT ELEVATIONS
F
3" PANEL
KIP 601
KIP 601
KIP 603
KIP 603
SECTION CUT - B-B
STRUCTURAL SUPPORT ELEVATIONS
100'-0"
BASE ML
103'-6"
SUPPORT HT.
112'-0"
SUPPORT HT. / STACK JOINT
119'-9 3/8"
T.O. PANEL
119'-10"
T.O. STEEL
100'-0"
B.O. PANEL
3" PANEL
KIP 601
KIP 601
KIP 603
107'-11"
SUPPORT HT.
KIP 603
SECTION CUT - C-C
STRUCTURAL SUPPORT ELEVATIONS
100'-0"
BASE ML
103'-0"
SUPPORT HT.
112'-0"
SUPPORT HT. / STACK JOINT
VARIES
T.O. PANEL
VARIES
T.O. STEEL
100'-0"
B.O. PANEL
J
3" PANEL
KIP 601
KIP 606
KIP 604
107'-11"
SUPPORT HT.
KIP 601
11'-0"
SUPPORT HT.
1107'-0"
SUPPORT HT.
20'-6"
SUPPORT HT.
KIP 606
EOR
PLEASE PROVIDE 12GA, FY=50KSI
STEEL GIRT AT R2 INSTEAD OF 16 GA
DATE
DRAWN
SCALE
JOB No.
SHEET
JOB NAME
E. NAVA
06/10/25
N.T.S.
3-10709
CITY OF WRAY CIVIC CENTER
D R
AF
TS
M
AN
C
O N
TA
C
T N
U M
BE
R
C
O N
TA
C
T N
AM
E:
SH
O
PS
C
H
EC
KE
D
B Y:
JO
B
N
AM
E:
C U
ST
O
M
ER
N
AM
E:
JO
B
LO
C
AT
IO
N
PR
O
JE
C
T C
O O
R D
IN
AT
O R
BY
C
IT
Y O
F W
R A
Y C
IV
IC
C E
N T
E R
W R
A Y
C
O
B U
IL
D
IN
G
S B
Y D
E S
IG
N
E R
IC
V
A N
S O
E A
S T
-6 -8
E
N A
V A
J E
N N
IF
E
R M
O R
A L
E S
P
H E
R N
A N
D E
Z R
EV
IS
IO
N
S
TH
ES
E
SH
O P
D
RA
W
IN
G S
W
ER
E
CR
EA
TE
D U
SI
N
G
TH
E
FO
LL
O
W
IN
G I
N
FO
RM
AT
IO
N
S U
PP
LI
ED
B
Y
CU
ST
O
M
ER
A S
TH
E
BA
SI
S O
F D
ES
IG
N
D
AT
E:
PL
AN
S
D el an d
FL
M od es to
C A.
, C ol um bu s O
H w w w .k in gs pa np an el s.
us
Fa x:
(3
) 7
-9
5, T el
6)
-6
R
/2
4/
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EC
TI
O
N D
R
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IN
G
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FO
R A
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L
/2
4/
C O
N
ST
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C
TI
O N
D O
C U
M
EN
KIP 301
25'-0" 25'-0" 18'-0"
ELEVATION A - BUILDING 'A' - GRIDLINE F
1 2 3 4
68'-3" OUT TO OUT OF PANEL
100'-0"
BASE ML
107'-6" A.F.F.
SUPPORT HT.
112'-0" A.F.F.
SUPPORT HT. / STACK JOINT
117'-0" A.F.F.
SUPPORT HT.
119'-9 3/8" A.F.F.
T.O. PANEL
119'-10" A.F.F.
T.O. STEEL
100'-0"
B.O. PANEL
KIP 603
KIP 601
KIP 601
KIP 602
KIP 603
3'-0"
A1 -1
'-9
8" A2
-1
2'
-0
KIP 603
KIP 602
KIP 603
KIP 603
F.O.-1 12'-0" x 12'-0"
3 SIDED OPENING
F.O.-1
ELEVATION A TYPE 2
PANEL QTY MODULE LENGTH NOTES SF
A2-1 17 3'-6" 12'-0" FIELD CUT TO FIT 714 SQ. FT.
TOTAL SF = 714 SQ. FT.
ELEVATION A TYPE 1
PANEL QTY MODULE LENGTH NOTES SF
A1-1 1 3'-6" 15'-6 7/8"
FIELD CUT TO FIT
(2) @ 7'-9 3/8" 55 SQ. FT.
TOTAL SF = 55 SQ. FT.
PLEASE CONFIRM PANEL TYPE AND LOCATION
100'-0"
BASE ML
107'-6" A.F.F.
SUPPORT HT.
112'-0" A.F.F.
SUPPORT HT. / STACK JOINT
117'-0" A.F.F.
SUPPORT HT.
119'-9 3/8" A.F.F.
T.O. PANEL
119'-10" A.F.F.
T.O. STEEL
100'-0"
B.O. PANEL
EOR
PLEASE PROVIDE 12GA, FY=50KSI
STEEL GIRT AT R2 INSTEAD OF 16 GA
A7 -1
'-9
8"
ELEVATION A TYPE 2
PANEL QTY MODULE LENGTH NOTES SF
A2-1 11 3'-0" 15'-6 7/8"
FIELD CUT TO FIT
(2) @ 7'-9 3/8" 514 SQ. FT.
TOTAL SF = 514 SQ. FT.
A1 -1
'-9
8"
63'-0"
DATE
DRAWN
SCALE
JOB No.
SHEET
JOB NAME
E. NAVA
06/10/25
N.T.S.
3-10709
CITY OF WRAY CIVIC CENTER
D R
AF
TS
M
AN
C
O N
TA
C
T N
U M
BE
R
C
O N
TA
C
T N
AM
E:
SH
O
PS
C
H
EC
KE
D
B Y:
JO
B
N
AM
E:
C U
ST
O
M
ER
N
AM
E:
JO
B
LO
C
AT
IO
N
PR
O
JE
C
T C
O O
R D
IN
AT
O R
BY
C
IT
Y O
F W
R A
Y C
IV
IC
C E
N T
E R
W R
A Y
C
O
B U
IL
D
IN
G
S B
Y D
E S
IG
N
E R
IC
V
A N
S O
E A
S T
-6 -8
E
N A
V A
J E
N N
IF
E
R M
O R
A L
E S
P
H E
R N
A N
D E
Z R
EV
IS
IO
N
S
TH
ES
E
SH
O P
D
RA
W
IN
G S
W
ER
E
CR
EA
TE
D U
SI
N
G
TH
E
FO
LL
O
W
IN
G I
N
FO
RM
AT
IO
N
S U
PP
LI
ED
B
Y
CU
ST
O
M
ER
A S
TH
E
BA
SI
S O
F D
ES
IG
N
D
AT
E:
PL
AN
S
D el an d
FL
M od es to
C A.
, C ol um bu s O
H w w w .k in gs pa np an el s.
us
Fa x:
(3
) 7
-9
5, T el
6)
-6
R
/2
4/
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EC
TI
O
N D
R
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IN
G
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FO
R A
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R
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VA
L
/2
4/
C O
N
ST
R U
C
TI
O N
D O
C U
M
EN
TS
PANEL LEGEND
TYPE 1
TYPE 2
TYPE 3
TYPE 4
TYPE 5
TYPE 6
3" x 42" - KSMR COLOR 1
3" x 42" - KSMR COLOR 2
3" x 42" - KSMR COLOR 3
3" x 42" - KSMR COLOR 4
5" x 36" - KSAZ COLOR 5
5" x 36" - KSAZ COLOR 6
KIP 401
103'-6" A.F.F.
SUPPORT HT.
112'-0" A.F.F.
SUPPORT HT. / STACK JOINT
119'-9 3/8" A.F.F.
T.O. PANEL
119'-10" A.F.F.
T.O. STEEL
100'-0"
B.O. PANEL
107'-11" A.F.F.
SUPPORT HT.
16'-6"1'-6"20'-0"20'-0"
F G H JH.1
58'-3" OUT TO OUT OF PANEL
F.O.-2 6'-0" x 10'-0"
8" 3'-6"
B1 -1
'-9
8" B2
-1
2'
-0
KIP 603
KIP 601
KIP 602
KIP 601
KIP 603
KIP 602
KIP 602
KIP 603
KIP 603
KIP 602
4 SIDED OPENING
F.O.-2
F.O.-2 7'-9 3/4" x 2'-1"
ELEVATION B - BUILDING 'F' - GRIDLINE 4
ELEVATION B TYPE 2
PANEL QTY MODULE LENGTH NOTES SF
B2-1 17 3'-6" 12'-0" FIELD CUT TO FIT 714 SQ. FT.
TOTAL SF = 714 SQ. FT.
ELEVATION B TYPE 1
PANEL QTY MODULE LENGTH NOTES SF
B1-1 17 3'-6" 15'-6 7/8"
FIELD CUT TO FIT
(2) @ 7'-9 3/8" 927 SQ. FT.
TOTAL SF = 927 SQ. FT.
3'-6"
PLEASE CONFIRM PANEL TYPE AND LOCATION
5'-0"
DATE
DRAWN
SCALE
JOB No.
SHEET
JOB NAME
E. NAVA
06/10/25
N.T.S.
3-10709
CITY OF WRAY CIVIC CENTER
D R
AF
TS
M
AN
C
O N
TA
C
T N
U M
BE
R
C
O N
TA
C
T N
AM
E:
SH
O
PS
C
H
EC
KE
D
B Y:
JO
B
N
AM
E:
C U
ST
O
M
ER
N
AM
E:
JO
B
LO
C
AT
IO
N
PR
O
JE
C
T C
O O
R D
IN
AT
O R
BY
C
IT
Y O
F W
R A
Y C
IV
IC
C E
N T
E R
W R
A Y
C
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B U
IL
D
IN
G
S B
Y D
E S
IG
N
E R
IC
V
A N
S O
E A
S T
-6 -8
E
N A
V A
J E
N N
IF
E
R M
O R
A L
E S
P
H E
R N
A N
D E
Z R
EV
IS
IO
N
S
TH
ES
E
SH
O P
D
RA
W
IN
G S
W
ER
E
CR
EA
TE
D U
SI
N
G
TH
E
FO
LL
O
W
IN
G I
N
FO
RM
AT
IO
N
S U
PP
LI
ED
B
Y
CU
ST
O
M
ER
A S
TH
E
BA
SI
S O
F D
ES
IG
N
D
AT
E:
PL
AN
S
D el an d
FL
M od es to
C A.
, C ol um bu s O
H w w w .k in gs pa np an el s.
us
Fa x:
(3
) 7
-9
5, T el
6)
-6
R
/2
4/
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EC
TI
O
N D
R
AW
IN
G
S
FO
R A
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R
O
VA
L
/2
4/
C O
N
ST
R U
C
TI
O N
D O
C U
M
EN
TS
PANEL LEGEND
TYPE 1
TYPE 2
TYPE 3
TYPE 4
TYPE 5
TYPE 6
3" x 42" - KSMR COLOR 1
3" x 42" - KSMR COLOR 2
3" x 42" - KSMR COLOR 3
3" x 42" - KSMR COLOR 4
5" x 36" - KSAZ COLOR 5
KIP 402
7'-0" 16'-0" 9'-0" 15'-0" 10'-0" 2'-8" 15'-10" 16'-6"
4 5 6 7 7.8 8 9 108.1
92'-71
2" OUT TO OUT OF PANEL
F.O.-2 8'-0" x 2'-1"
F.O.-2 8'-0" x 2'-1"
F.O.-2 8'-0" x 2'-1"
F.O.-2 8'-0" x 2'-1"
F.O.-2 5'-4" x 7'-0"
10'-0"4'-6"2'-6" 2'-6"
KIP 602
KIP 602
KIP 603
KIP 603
KIP 602
4 SIDED OPENING
F.O.-2
ELEVATION C - BUILDING 'F' - GRIDLINE J
ELEVATION C TYPE 2
PANEL QTY MODULE LENGTH NOTES SF
C2-1 4 3'-6" 12'-0" FIELD CUT TO FIT 168 SQ. FT.
TOTAL SF = 168 SQ. FT.
ELEVATION C TYPE 1
PANEL QTY MODULE LENGTH NOTES SF
C1-1 4 3'-6" 10'-4" FIELD CUT TO FIT 145 SQ. FT.
C1-2 5 3'-6" 13'-3" FIELD CUT TO FIT 232 SQ. FT.
C1-3 8 3'-6" 15'-9" FIELD CUT TO FIT 441 SQ. FT.
C1-4 1 3'-6" 16'-1" FIELD CUT TO FIT 56 SQ. FT.
C1-5 1 3'-6" 12'-10" FIELD CUT TO FIT 45 SQ. FT.
C1-6 1 3'-6" 12'-3" FIELD CUT TO FIT 43 SQ. FT.
C1-7 1 3'-6" 11'-8" FIELD CUT TO FIT 41 SQ. FT.
C1-8 1 3'-6" 11'-1" FIELD CUT TO FIT 39 SQ. FT.
C1-9 5 3'-6" 8'-9" FIELD CUT TO FIT 153 SQ. FT.
TOTAL SF = 1194 SQ. FT.
C 1-
'-4
C
2-
'-0
KIP 601
KIP 601
KIP 603
100'-0"
BASE ML
103'-0" A.F.F.
SUPPORT HT.
112'-0" A.F.F.
SUPPORT HT. / STACK JOINT
100'-0"
B.O. PANEL
107'-11" A.F.F.
SUPPORT HT.
11'-0" A.F.F.
SUPPORT HT.
117'-0" A.F.F.
SUPPORT HT.
120'-6" A.F.F.
SUPPORT HT. (GL 6-9)
119'-10" A.F.F.
T.O. STEEL
KIP 604
KIP 407
KIP 603
KIP 602
KIP 601
100'-0"
BASE ML
103'-0" A.F.F.
SUPPORT HT.
112'-0" A.F.F.
SUPPORT HT. / STACK JOINT
100'-0"
B.O. PANEL
107'-11" A.F.F.
SUPPORT HT.
11'-0" A.F.F.
SUPPORT HT.
117'-0" A.F.F.
SUPPORT HT.
120'-6" A.F.F.
SUPPORT HT. (GL 6-9)
119'-10" A.F.F.
T.O. STEEL
KIP 602
KIP 606
KIP 606
KIP 606
KIP 606
KIP 606
KIP 604
KIP 606
KIP 606
C 3-
'-0
C
1-
'-3 " C
1-
'-9
C 1-
'-1
0"
C 1-
8' -9
C 1-
'-1
C 1-
'-3
C 1-
'-8
C 1-
'-1
C 3-
'-1
C 3-
'-8
C 3-
'-3
C 3-
'-1
0"
C 3-
'-5
C 3-
'-0
ELEVATION C TYPE 3
PANEL QTY MODULE LENGTH NOTES SF
C3-1 12 3'-6" 11'-0" FIELD CUT TO FIT 462 SQ. FT.
C3-2 1 3'-6" 12'-1" FIELD CUT TO FIT 42 SQ. FT.
C3-3 1 3'-6" 12'-8" FIELD CUT TO FIT 44 SQ. FT.
C3-4 1 3'-6" 13'-3" FIELD CUT TO FIT 46 SQ. FT.
C3-5 1 3'-6" 13'-10" FIELD CUT TO FIT 48 SQ. FT.
C3-6 1 3'-6" 14'-5" FIELD CUT TO FIT 50 SQ. FT.
C3-7 1 3'-6" 15'-0" FIELD CUT TO FIT 53 SQ. FT.
TOTAL SF = 746 SQ. FT.
ELEVATION C TYPE 6
PANEL QTY MODULE LENGTH TE-L TE-R NOTES SF
C6-1 1 3'-6" 20'-4 1/8" NA NA 0 71 SQ. FT.
C6-2 1 3'-6" 23'-9 3/8" NA NA 0 83 SQ. FT.
TOTAL 0 TOTAL SF = 154 SQ. FT.
ELEVATION C TYPE 5
PANEL QTY MODULE LENGTH NOTES SF
C5-1 1 3'-6" 12'-0" FIELD CUT TO FIT 42 SQ. FT.
TOTAL SF = 42 SQ. FT.
PLEASE CONFIRM PANEL
TYPE AND LOCATION
C 5-
'-0
" C6-1 = 20'-41 8"
2'-6"
F.O.-2 8'-0" x 2'-1"
3' -0
C6-2 = 23'-93 8"
DATE
DRAWN
SCALE
JOB No.
SHEET
JOB NAME
E. NAVA
06/10/25
N.T.S.
3-10709
CITY OF WRAY CIVIC CENTER
D R
AF
TS
M
AN
C
O N
TA
C
T N
U M
BE
R
C
O N
TA
C
T N
AM
E:
SH
O
PS
C
H
EC
KE
D
B Y:
JO
B
N
AM
E:
C U
ST
O
M
ER
N
AM
E:
JO
B
LO
C
AT
IO
N
PR
O
JE
C
T C
O O
R D
IN
AT
O R
BY
C
IT
Y O
F W
R A
Y C
IV
IC
C E
N T
E R
W R
A Y
C
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B U
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D
IN
G
S B
Y D
E S
IG
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IC
V
A N
S O
E A
S T
-6 -8
E
N A
V A
J E
N N
IF
E
R M
O R
A L
E S
P
H E
R N
A N
D E
Z R
EV
IS
IO
N
S
TH
ES
E
SH
O P
D
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IN
G S
W
ER
E
CR
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D U
SI
N
G
TH
E
FO
LL
O
W
IN
G I
N
FO
RM
AT
IO
N
S U
PP
LI
ED
B
Y
CU
ST
O
M
ER
A S
TH
E
BA
SI
S O
F D
ES
IG
N
D
AT
E:
PL
AN
S
D el an d
FL
M od es to
C A.
, C ol um bu s O
H w w w .k in gs pa np an el s.
us
Fa x:
(3
) 7
-9
5, T el
6)
-6
R
/2
4/
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TI
O
N D
R
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IN
G
S
FO
R A
PP
R
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VA
L
/2
4/
C O
N
ST
R U
C
TI
O N
D O
C U
M
EN
TS
PANEL LEGEND
TYPE 1
TYPE 2
TYPE 3
TYPE 4
TYPE 5
TYPE 6
3" x 42" - KSMR COLOR 1
3" x 42" - KSMR COLOR 2
3" x 42" - KSMR COLOR 3
3" x 42" - KSMR COLOR 4
5" x 36" - KSAZ COLOR 5
KIP 403
104'-0" A.F.F.
SUPPORT HT.
112'-0" A.F.F.
SUPPORT HT. / STACK JOINT
100'-0"
B.O. PANEL
107'-6" A.F.F.
SUPPORT HT.
117'-0" A.F.F.
SUPPORT HT.
119'-10" A.F.F.
T.O. STEEL
16'-0" 1'-6" 20'-0" 20'-0"
FGHJ H.1
49'-03
4" OUT TO OUT OF PANEL
119'-9 3/8" A.F.F.
T.O. PANEL
KIP 601
KIP 601
KIP 603
16 KIP 603
KIP 603
KIP 602
KIP 603
KIP 604
ELEVATION D - BUILDING 'F' - GRIDLINE 10
ELEVATION D TYPE 2
PANEL QTY MODULE LENGTH NOTES SF
D2-1 6 3'-6" 12'-0" FIELD CUT TO FIT 252 SQ. FT.
TOTAL SF = 252 SQ. FT.
ELEVATION D TYPE 1
PANEL QTY MODULE LENGTH NOTES SF
D1-1 3 3'-6" 15'-6 7/8"
FIELD CUT TO FIT
(2) @ 7'-9 3/8" 164 SQ. FT.
D1-2 1 3'-6" 19'-10 3/8"
FIELD CUT TO FIT
(3) @ 6'-7 3/8" 70 SQ. FT.
D1-3 1 3'-6" 13'-2 7/8"
FIELD CUT TO FIT
(2) @ 6'-7 3/8" 46 SQ. FT.
D1-4 1 3'-6" 11'-1 7/8"
FIELD CUT TO FIT
(4) @ 2'-9 3/8" 39 SQ. FT.
TOTAL SF = 318 SQ. FT.
D 1-
7' -9
8"
D 2-
'-0
D 1-
6' -7
8"
D 1-
2' -9
8"
100'-0"
BASE ML
104'-0" A.F.F.
SUPPORT HT.
112'-0" A.F.F.
SUPPORT HT. / STACK JOINT
100'-0"
B.O. PANEL
107'-6" A.F.F.
SUPPORT HT.
117'-0" A.F.F.
SUPPORT HT.
119'-10" A.F.F.
T.O. STEEL
119'-9 3/8" A.F.F.
T.O. PANEL
KIP 602
D 1-
6' -7
8"
PLEASE CONFIRM PANEL
TYPE AND LOCATION
DATE
DRAWN
SCALE
JOB No.
SHEET
JOB NAME
E. NAVA
06/10/25
N.T.S.
3-10709
CITY OF WRAY CIVIC CENTER
D R
AF
TS
M
AN
C
O N
TA
C
T N
U M
BE
R
C
O N
TA
C
T N
AM
E:
SH
O
PS
C
H
EC
KE
D
B Y:
JO
B
N
AM
E:
C U
ST
O
M
ER
N
AM
E:
JO
B
LO
C
AT
IO
N
PR
O
JE
C
T C
O O
R D
IN
AT
O R
BY
C
IT
Y O
F W
R A
Y C
IV
IC
C E
N T
E R
W R
A Y
C
O
B U
IL
D
IN
G
S B
Y D
E S
IG
N
E R
IC
V
A N
S O
E A
S T
-6 -8
E
N A
V A
J E
N N
IF
E
R M
O R
A L
E S
P
H E
R N
A N
D E
Z R
EV
IS
IO
N
S
TH
ES
E
SH
O P
D
RA
W
IN
G S
W
ER
E
CR
EA
TE
D U
SI
N
G
TH
E
FO
LL
O
W
IN
G I
N
FO
RM
AT
IO
N
S U
PP
LI
ED
B
Y
CU
ST
O
M
ER
A S
TH
E
BA
SI
S O
F D
ES
IG
N
D
AT
E:
PL
AN
S
D el an d
FL
M od es to
C A.
, C ol um bu s O
H w w w .k in gs pa np an el s.
us
Fa x:
(3
) 7
-9
5, T el
6)
-6
R
/2
4/
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EC
TI
O
N D
R
AW
IN
G
S
FO
R A
PP
R
O
VA
L
/2
4/
C O
N
ST
R U
C
TI
O N
D O
C U
M
EN
TS
PANEL LEGEND
TYPE 1
TYPE 2
TYPE 3
TYPE 4
TYPE 5
TYPE 6
3" x 42" - KSMR COLOR 1
3" x 42" - KSMR COLOR 2
3" x 42" - KSMR COLOR 3
3" x 42" - KSMR COLOR 4
5" x 36" - KSAZ COLOR 5
KIP 404
31'-0" 31'-0" 31'-0" 27'-0"
10 11 12 13 14
120'-3" OUT TO OUT OF PANEL
ELEVATION E - BUILDING 'B' - GRIDLINE H
ELEVATION E TYPE 3
PANEL QTY MODULE LENGTH NOTES SF
E3-1 35 3'-6" 13'-1 3/8" FIELD CUT TO FIT 1607 SQ. FT.
TOTAL SF = 1607 SQ. FT.
100'-0"
BASE ML
110'-0" A.F.F.
SUPPORT HT. (GL 10-13)
100'-0"
B.O. PANEL
107'-6" A.F.F.
SUPPORT HT.
113'-2" A.F.F.
T.O. STEEL
113'-1 3/8" A.F.F.
T.O. PANEL
F.O.-2 6'-0" x 10'-0"
4 SIDED OPENING
F.O.-2
KIP 602
KIP 602
KIP 603
KIP 603
KIP 602
F.O.-2 5'-4" x 7'-0"
F.O.-2 3'-4" x 7'-2"
F.O.-2 5'-4" x 7'-0"
F.O.-2 5'-4" x 7'-0"
F.O.-2 5'-4" x 7'-0"
F.O.-2 5'-4" x 7'-0"
F.O.-2 5'-4" x 7'-0"
100'-0"
BASE ML
100'-0"
B.O. PANEL
107'-6" A.F.F.
SUPPORT HT.
113'-2" A.F.F.
T.O. STEEL
113'-1 3/8" A.F.F.
T.O. PANEL
E3 -1
3' -1
8"
KIP 603
KIP 601
KIP 601
KIP 602
PLEASE CONFIRM PANEL
TYPE AND LOCATION
EOR
PLEASE PROVIDE 12GA, FY=50KSI
STEEL GIRT AT R2 INSTEAD OF 16 GA
6'-0"
F.O.-2 5'-4" x 7'-0"
DATE
DRAWN
SCALE
JOB No.
SHEET
JOB NAME
E. NAVA
06/10/25
N.T.S.
3-10709
CITY OF WRAY CIVIC CENTER
D R
AF
TS
M
AN
C
O N
TA
C
T N
U M
BE
R
C
O N
TA
C
T N
AM
E:
SH
O
PS
C
H
EC
KE
D
B Y:
JO
B
N
AM
E:
C U
ST
O
M
ER
N
AM
E:
JO
B
LO
C
AT
IO
N
PR
O
JE
C
T C
O O
R D
IN
AT
O R
BY
C
IT
Y O
F W
R A
Y C
IV
IC
C E
N T
E R
W R
A Y
C
O
B U
IL
D
IN
G
S B
Y D
E S
IG
N
E R
IC
V
A N
S O
E A
S T
-6 -8
E
N A
V A
J E
N N
IF
E
R M
O R
A L
E S
P
H E
R N
A N
D E
Z R
EV
IS
IO
N
S
TH
ES
E
SH
O P
D
RA
W
IN
G S
W
ER
E
CR
EA
TE
D U
SI
N
G
TH
E
FO
LL
O
W
IN
G I
N
FO
RM
AT
IO
N
S U
PP
LI
ED
B
Y
CU
ST
O
M
ER
A S
TH
E
BA
SI
S O
F D
ES
IG
N
D
AT
E:
PL
AN
S
D el an d
FL
M od es to
C A.
, C ol um bu s O
H w w w .k in gs pa np an el s.
us
Fa x:
(3
) 7
-9
5, T el
6)
-6
R
/2
4/
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EC
TI
O
N D
R
AW
IN
G
S
FO
R A
PP
R
O
VA
L
/2
4/
C O
N
ST
R U
C
TI
O N
D O
C U
M
EN
TS
PANEL LEGEND
TYPE 1
TYPE 2
TYPE 3
TYPE 4
TYPE 5
TYPE 6
3" x 42" - KSMR COLOR 1
3" x 42" - KSMR COLOR 2
3" x 42" - KSMR COLOR 3
3" x 42" - KSMR COLOR 4
5" x 36" - KSAZ COLOR 5
KIP 405
20'-3" OUT TO
OUT OF PANEL
100'-0"
BASE ML
107'-6" A.F.F.
SUPPORT HT.
113'-2" A.F.F.
T.O. STEEL
KIP 604
KIP 601
5 KIP 602
KIP 601
ELEVATION F - BUILDING 'D' - GRIDLINE 14
H G
20'-0"
F.O.-2 6'-4" x 7'-2"
ELEVATION F TYPE 3
PANEL QTY MODULE LENGTH NOTES SF
F3-1 2 3'-6" 14'-7" FIELD CUT TO FIT 102 SQ. FT.
F3-2 4 3'-6" 16'-9" FIELD CUT TO FIT 235 SQ. FT.
TOTAL SF = 337 SQ. FT.
F3 -1
4' -7
F3 -2
6' -9
KIP 602
KIP 602
KIP 603
KIP 603
KIP 602
3 SIDED OPENING
F.O.-2
PLEASE CONFIRM PANEL
TYPE AND LOCATION
EOR
PLEASE PROVIDE 12GA, FY=50KSI
STEEL GIRT AT R2 INSTEAD OF 16 GA
DATE
DRAWN
SCALE
JOB No.
SHEET
JOB NAME
E. NAVA
06/10/25
N.T.S.
3-10709
CITY OF WRAY CIVIC CENTER
D R
AF
TS
M
AN
C
O N
TA
C
T N
U M
BE
R
C
O N
TA
C
T N
AM
E:
SH
O
PS
C
H
EC
KE
D
B Y:
JO
B
N
AM
E:
C U
ST
O
M
ER
N
AM
E:
JO
B
LO
C
AT
IO
N
PR
O
JE
C
T C
O O
R D
IN
AT
O R
BY
C
IT
Y O
F W
R A
Y C
IV
IC
C E
N T
E R
W R
A Y
C
O
B U
IL
D
IN
G
S B
Y D
E S
IG
N
E R
IC
V
A N
S O
E A
S T
-6 -8
E
N A
V A
J E
N N
IF
E
R M
O R
A L
E S
P
H E
R N
A N
D E
Z R
EV
IS
IO
N
S
TH
ES
E
SH
O P
D
RA
W
IN
G S
W
ER
E
CR
EA
TE
D U
SI
N
G
TH
E
FO
LL
O
W
IN
G I
N
FO
RM
AT
IO
N
S U
PP
LI
ED
B
Y
CU
ST
O
M
ER
A S
TH
E
BA
SI
S O
F D
ES
IG
N
D
AT
E:
PL
AN
S
D el an d
FL
M od es to
C A.
, C ol um bu s O
H w w w .k in gs pa np an el s.
us
Fa x:
(3
) 7
-9
5, T el
6)
-6
R
/2
4/
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TI
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N D
R
AW
IN
G
S
FO
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VA
L
/2
4/
C O
N
ST
R U
C
TI
O N
D O
C U
M
EN
TS
PANEL LEGEND
TYPE 1
TYPE 2
TYPE 3
TYPE 4
TYPE 5
TYPE 6
3" x 42" - KSMR COLOR 1
3" x 42" - KSMR COLOR 2
3" x 42" - KSMR COLOR 3
3" x 42" - KSMR COLOR 4
5" x 36" - KSAZ COLOR 5
KIP 406
26'-8" 23'-4" 22'-0" 16'-0"
14 15 16 17 18
88'-71
2" OUT TO OUT OF PANEL
ELEVATION G - BUILDING 'E' - GRIDLINE G
100'-0"
BASE ML
107'-6" A.F.F.
SUPPORT HT.
112'-0" A.F.F.
SUPPORT HT. / STACK JOINT
117'-3 7/8" A.F.F.
SUPPORT HT. (GL 13-14)
118'-6" A.F.F.
T.O. STEEL
100'-0"
B.O. PANEL
121'-0" A.F.F.
SUPPORT HT. (GL 14-15)
100'-0"
BASE ML
107'-6" A.F.F.
SUPPORT HT.
112'-0" A.F.F.
SUPPORT HT. / STACK JOINT
114'-6" A.F.F.
T.O. STEEL
116'-0" A.F.F.
SUPPORT HT. (GL 15-16)
100'-0"
B.O. PANEL
121'-0" A.F.F.
SUPPORT HT. (GL 14-15)
F.O.-3 10'-0" x 8'-0"
F.O.-2 6'-4" x 7'-2"
F.O.-2 6'-4" x 7'-2"
5'-01 2" 4'-91
2"
ELEVATION G TYPE 1
PANEL QTY MODULE LENGTH NOTES SF
G1-1 2 3'-6" 9'-2 1/8"
FIELD CUT TO FIT
(2) @ 4'-7" 64 SQ. FT.
G1-2 4 3'-6" 8'-1" FIELD CUT TO FIT 113 SQ. FT.
G1-3 5 3'-6" 15'-9" FIELD CUT TO FIT 276 SQ. FT.
G1-4 4 3'-6" 13'-10" FIELD CUT TO FIT 194 SQ. FT.
G1-5 4 3'-6" 10'-4" FIELD CUT TO FIT 145 SQ. FT.
G1-6 1 3'-6" 20'-6 1/4"
FIELD CUT TO FIT
(3) @ 6'-10" 72 SQ. FT.
G1-7 1 3'-6" 13'-8 1/8"
FIELD CUT TO FIT
(2) @ 6'-10" 48 SQ. FT.
TOTAL SF = 911 SQ. FT.
G 2-
'-0
G
1-
'-9
ELEVATION G TYPE 2
PANEL QTY MODULE LENGTH NOTES SF
G2-1 18 3'-6" 12'-0" FIELD CUT TO FIT 756 SQ. FT.
TOTAL SF = 756 SQ. FT.
KIP 601
KIP 601
KIP 604
KIP 601
KIP 602
KIP 602
KIP 603
KIP 603
4 SIDED OPENING
F.O.-2
KIP 602
KIP 602
KIP 603
KIP 603
KIP 604
4 SIDED OPENING
F.O.-3
KIP 602
KIP 602
KIP 603
KIP 603
KIP 604
G 1-
1= 4'
-7 " G
1-
8'
-1 " G
1-
'-1 0"
G 1-
'-4
G 1-
6' -1
0"
G 1-
6' -1
0"
PLEASE CONFIRM PANEL
TYPE AND LOCATION
EOR
PLEASE PROVIDE 12GA, FY=50KSI
STEEL GIRT AT R2 INSTEAD OF 16 GA
DATE
DRAWN
SCALE
JOB No.
SHEET
JOB NAME
E. NAVA
06/10/25
N.T.S.
3-10709
CITY OF WRAY CIVIC CENTER
D R
AF
TS
M
AN
C
O N
TA
C
T N
U M
BE
R
C
O N
TA
C
T N
AM
E:
SH
O
PS
C
H
EC
KE
D
B Y:
JO
B
N
AM
E:
C U
ST
O
M
ER
N
AM
E:
JO
B
LO
C
AT
IO
N
PR
O
JE
C
T C
O O
R D
IN
AT
O R
BY
C
IT
Y O
F W
R A
Y C
IV
IC
C E
N T
E R
W R
A Y
C
O
B U
IL
D
IN
G
S B
Y D
E S
IG
N
E R
IC
V
A N
S O
E A
S T
-6 -8
E
N A
V A
J E
N N
IF
E
R M
O R
A L
E S
P
H E
R N
A N
D E
Z R
EV
IS
IO
N
S
TH
ES
E
SH
O P
D
RA
W
IN
G S
W
ER
E
CR
EA
TE
D U
SI
N
G
TH
E
FO
LL
O
W
IN
G I
N
FO
RM
AT
IO
N
S U
PP
LI
ED
B
Y
CU
ST
O
M
ER
A S
TH
E
BA
SI
S O
F D
ES
IG
N
D
AT
E:
PL
AN
S
D el an d
FL
M od es to
C A.
, C ol um bu s O
H w w w .k in gs pa np an el s.
us
Fa x:
(3
) 7
-9
5, T el
6)
-6
R
/2
4/
ER
EC
TI
O
N D
R
AW
IN
G
S
FO
R A
PP
R
O
VA
L
/2
4/
C O
N
ST
R U
C
TI
O N
D O
C U
M
EN
TS
PANEL LEGEND
TYPE 1
TYPE 2
TYPE 3
TYPE 4
TYPE 5
TYPE 6
3" x 42" - KSMR COLOR 1
3" x 42" - KSMR COLOR 2
3" x 42" - KSMR COLOR 3
3" x 42" - KSMR COLOR 4
5" x 36" - KSAZ COLOR 5
KIP 407
20'-0" 22'-0" 3'-0" 25'-0" 9'-8" 6'-0"
CC.1DEFG E.1
86'-31
2" OUT TO OUT OF PANEL
100'-0"
BASE ML
107'-6" A.F.F.
SUPPORT HT.
114'-6" A.F.F.
T.O. STEEL
100'-0"
B.O. PANEL
113'-5 1/4" A.F.F.
T.O. STEEL
100'-0"
BASE ML
107'-6" A.F.F.
SUPPORT HT.
114'-6" A.F.F.
T.O. STEEL
100'-0"
B.O. PANEL
113'-5 1/4" A.F.F.
T.O. STEEL
ELEVATION H - BUILDING 'E' - GRIDLINE 17
ELEVATION H TYPE 2
PANEL QTY MODULE LENGTH NOTES SF
H2-1 25 3'-6" 14'-5 1/4" FIELD CUT TO FIT 1263 SQ. FT.
TOTAL SF = 1263 SQ. FT.
KIP 603
KIP 601
KIP 601
5KIP 601
H 2-
'-5
1 4"
PLEASE CONFIRM PANEL
TYPE AND LOCATION
EOR
PLEASE PROVIDE 12GA, FY=50KSI
STEEL GIRT AT R2 INSTEAD OF 16 GA
(3) FAB-LOCKS ARE REQUIRED
FASTENING PATTER:
(2) ADDITIONAL FAB-LOKS REQUIRED.*
DATE
DRAWN
SCALE
JOB No.
SHEET
JOB NAME
E. NAVA
06/10/25
N.T.S.
3-10709
CITY OF WRAY CIVIC CENTER
D R
AF
TS
M
AN
C
O N
TA
C
T N
U M
BE
R
C
O N
TA
C
T N
AM
E:
SH
O
PS
C
H
EC
KE
D
B Y:
JO
B
N
AM
E:
C U
ST
O
M
ER
N
AM
E:
JO
B
LO
C
AT
IO
N
PR
O
JE
C
T C
O O
R D
IN
AT
O R
BY
C
IT
Y O
F W
R A
Y C
IV
IC
C E
N T
E R
W R
A Y
C
O
B U
IL
D
IN
G
S B
Y D
E S
IG
N
E R
IC
V
A N
S O
E A
S T
-6 -8
E
N A
V A
J E
N N
IF
E
R M
O R
A L
E S
P
H E
R N
A N
D E
Z R
EV
IS
IO
N
S
TH
ES
E
SH
O P
D
RA
W
IN
G S
W
ER
E
CR
EA
TE
D U
SI
N
G
TH
E
FO
LL
O
W
IN
G I
N
FO
RM
AT
IO
N
S U
PP
LI
ED
B
Y
CU
ST
O
M
ER
A S
TH
E
BA
SI
S O
F D
ES
IG
N
D
AT
E:
PL
AN
S
D el an d
FL
M od es to
C A.
, C ol um bu s O
H w w w .k in gs pa np an el s.
us
Fa x:
(3
) 7
-9
5, T el
6)
-6
R
/2
4/
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TI
O
N D
R
AW
IN
G
S
FO
R A
PP
R
O
VA
L
/2
4/
C O
N
ST
R U
C
TI
O N
D O
C U
M
EN
TS
PANEL LEGEND
TYPE 1
TYPE 2
TYPE 3
TYPE 4
TYPE 5
TYPE 6
3" x 42" - KSMR COLOR 1
3" x 42" - KSMR COLOR 2
3" x 42" - KSMR COLOR 3
3" x 42" - KSMR COLOR 4
5" x 36" - KSAZ COLOR 5
KIP 408
27'-0"23'-0"22'-0"16'-0"
1314151617
88'-71
2" OUT TO OUT OF PANEL
ELEVATION J - BUILDING 'E' - GRIDLINE C
100'-0"
BASE ML
107'-6" A.F.F.
SUPPORT HT.
112'-1" A.F.F.
SUPPORT HT. / STACK JOINT
114'-6" A.F.F.
T.O. STEEL
116'-0" A.F.F.
SUPPORT HT. (GL 16-15)
100'-0"
B.O. PANEL
121'-1" A.F.F.
SUPPORT HT. (GL 15-14)
ELEVATION J TYPE 2
PANEL QTY MODULE LENGTH NOTES SF
J2-1 5 3'-6" 12'-1" FIELD CUT TO FIT 211 SQ. FT.
TOTAL SF = 211 SQ. FT.
ELEVATION J TYPE 1
PANEL QTY MODULE LENGTH NOTES SF
J1-1 1 3'-6" 15'-9 1/4"
FIELD CUT TO FIT
(3) @ 5'-3" 55 SQ. FT.
J1-2 2 3'-6" 8'-9" FIELD CUT TO FIT 61 SQ. FT.
J1-3 1 3'-6" 15'-6 1/8"
FIELD CUT TO FIT
(2) @ 7'-9" 54 SQ. FT.
J1-4 8 3'-6" 11'-3" FIELD CUT TO FIT 315 SQ. FT.
J1-5 6 3'-6" 14'-8" FIELD CUT TO FIT 308 SQ. FT.
J1-6 1 3'-6" 23'-3 1/4"
FIELD CUT TO FIT
(3) @ 7'-9" 81 SQ. FT.
TOTAL SF = 875 SQ. FT.
KIP 601
113'-1" A.F.F.
SUPPORT HT.
100'-0"
BASE ML
107'-6" A.F.F.
SUPPORT HT.
112'-1" A.F.F.
SUPPORT HT. / STACK JOINT
114'-6" A.F.F.
T.O. STEEL
116'-0" A.F.F.
SUPPORT HT. (GL 14-13)
100'-0"
B.O. PANEL
121'-1" A.F.F.
SUPPORT HT. (GL 15-14)
113'-1" A.F.F.
SUPPORT HT.
F.O.-4 10'-0" x 8'-0"
F.O.-2 10'-0" x 10'-0"
KIP 602
KIP 602
KIP 603
KIP 603
4 SIDED OPENING
F.O.-2
KIP 602
KIP 607
KIP 603
KIP 603
KIP 606
4 SIDED OPENING
F.O.-4
F.O.-2 9'-0" x 10'-0"
F.O.-2 9'-0" x 10'-0"
3'-81 2"
3'-9" 11'-8"
J2 -1
2' -1
J1 -1
'-3
KIP 604
KIP 601
KIP 601
KIP 603
KIP 606
KIP 606
KIP 606
KIP 606
KIP 606
KIP 606
KIP 604
KIP 607
KIP 604
KIP 604
KIP 604
J1 -2
'-9
J1 -3
'-9
J1 -4
1' -3
J1 -5
4' -8
J1 -4
1' -3
J1 -6
'-9
J3 -1
2' -1
ELEVATION J TYPE 6
PANEL QTY MODULE LENGTH TE-L TE-R NOTES SF
J6-1 1 3'-6" 34'-10" NA NA 0 122 SQ. FT.
J6-2 1 3'-6" 36'-3" NA NA 0 127 SQ. FT.
TOTAL 0 TOTAL SF = 249 SQ. FT.
ELEVATION J TYPE 3
PANEL QTY MODULE LENGTH NOTES SF
J3-1 21 3'-6" 12'-1" FIELD CUT TO FIT 888 SQ. FT.
TOTAL SF = 888 SQ. FT.
ELEVATION J TYPE 5
PANEL QTY MODULE LENGTH NOTES SF
J5-1 1 3'-6" 13'-1" FIELD CUT TO FIT 46 SQ. FT.
TOTAL SF = 46 SQ. FT.
ELEVATION J TYPE 4
PANEL QTY MODULE LENGTH TE-L TE-R NOTES SF
J4-1 2 3'-6" 9'-9 1/2" NA NA 0 69 SQ. FT.
TOTAL 0 TOTAL SF = 69 SQ. FT.
PLEASE CONFIRM PANEL
TYPE AND LOCATION
J1 -5
4' -8
"J4-1 = 9'-91 2"
J5 -1
3' -1
" J6-1 = 34'-10" J6-2 = 36'-3"
EOR
PLEASE PROVIDE 12GA, FY=50KSI
STEEL GIRT AT R2 INSTEAD OF 16 GA
DATE
DRAWN
SCALE
JOB No.
SHEET
JOB NAME
E. NAVA
06/10/25
N.T.S.
3-10709
CITY OF WRAY CIVIC CENTER
D R
AF
TS
M
AN
C
O N
TA
C
T N
U M
BE
R
C
O N
TA
C
T N
AM
E:
SH
O
PS
C
H
EC
KE
D
B Y:
JO
B
N
AM
E:
C U
ST
O
M
ER
N
AM
E:
JO
B
LO
C
AT
IO
N
PR
O
JE
C
T C
O O
R D
IN
AT
O R
BY
C
IT
Y O
F W
R A
Y C
IV
IC
C E
N T
E R
W R
A Y
C
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B U
IL
D
IN
G
S B
Y D
E S
IG
N
E R
IC
V
A N
S O
E A
S T
-6 -8
E
N A
V A
J E
N N
IF
E
R M
O R
A L
E S
P
H E
R N
A N
D E
Z R
EV
IS
IO
N
S
TH
ES
E
SH
O P
D
RA
W
IN
G S
W
ER
E
CR
EA
TE
D U
SI
N
G
TH
E
FO
LL
O
W
IN
G I
N
FO
RM
AT
IO
N
S U
PP
LI
ED
B
Y
CU
ST
O
M
ER
A S
TH
E
BA
SI
S O
F D
ES
IG
N
D
AT
E:
PL
AN
S
D el an d
FL
M od es to
C A.
, C ol um bu s O
H w w w .k in gs pa np an el s.
us
Fa x:
(3
) 7
-9
5, T el
6)
-6
R
/2
4/
ER
EC
TI
O
N D
R
AW
IN
G
S
FO
R A
PP
R
O
VA
L
/2
4/
C O
N
ST
R U
C
TI
O N
D O
C U
M
EN
TS
PANEL LEGEND
TYPE 1
TYPE 2
TYPE 3
TYPE 4
TYPE 5
TYPE 6
3" x 42" - KSMR COLOR 1
3" x 42" - KSMR COLOR 2
3" x 42" - KSMR COLOR 3
3" x 42" - KSMR COLOR 4
5" x 36" - KSAZ COLOR 5
KIP 409
3'-0"25'-0"9'-8"6'-0"
C C.1 D E E.1
44'-57
8" OUT TO OUT OF PANEL
ELEVATION K - BUILDING 'E' - GRIDLINE 13
100'-0"
BASE ML
107'-6" A.F.F.
SUPPORT HT.
118'-5 3/4" A.F.F.
T.O. PANEL
118'-6" A.F.F.
T.O. STEEL
100'-0"
B.O. PANEL
113'-1" A.F.F.
SUPPORT HT.
K3 -1
8' -5
1 4"
K3 -2
'-5
K3 -3
'-7
8"
ELEVATION K TYPE 3
PANEL QTY MODULE LENGTH NOTES SF
K3-1 5 3'-6" 18'-5 1/4" FIELD CUT TO FIT 323 SQ. FT.
K3-1 2 3'-6" 10'-10 1/8"
FIELD CUT TO FIT
(2) @ 5'-5" 76 SQ. FT.
K3-1 1 3'-6" 10'-5 197/256"
FIELD CUT TO FIT
(4) @ 2'-7 89/256" 37 SQ. FT.
TOTAL SF = 435 SQ. FT.
KIP 602
KIP 603
KIP 601
KIP 407
KIP 602
KIP 604
100'-0"
BASE ML
107'-6" A.F.F.
SUPPORT HT.
118'-5 3/4" A.F.F.
T.O. PANEL
118'-6" A.F.F.
T.O. STEEL
100'-0"
B.O. PANEL
113'-1" A.F.F.
SUPPORT HT.
11'-63
4" OUT TO
OUT OF PANEL
G
ELEVATION P - BUILDING 'E' - GRIDLINE 13
P3 -1
=2 '-3
ELEVATION K TYPE 3
PANEL QTY MODULE LENGTH NOTES SF
K3-1 1 3'-6" 9'-0 3/8"
FIELD CUT TO FIT
(4) @ 2'-3" 32 SQ. FT.
TOTAL SF = 32 SQ. FT.
KIP 603
KIP 601
KIP 602
KIP 407
KIP 603
KIP 602
KIP 601
PLEASE CONFIRM PANEL TYPE AND LOCATION
EOR
PLEASE PROVIDE 12GA, FY=50KSI
STEEL GIRT AT R2 INSTEAD OF 16 GA
DATE
DRAWN
SCALE
JOB No.
SHEET
JOB NAME
E. NAVA
06/10/25
N.T.S.
3-10709
CITY OF WRAY CIVIC CENTER
D R
AF
TS
M
AN
C
O N
TA
C
T N
U M
BE
R
C
O N
TA
C
T N
AM
E:
SH
O
PS
C
H
EC
KE
D
B Y:
JO
B
N
AM
E:
C U
ST
O
M
ER
N
AM
E:
JO
B
LO
C
AT
IO
N
PR
O
JE
C
T C
O O
R D
IN
AT
O R
BY
C
IT
Y O
F W
R A
Y C
IV
IC
C E
N T
E R
W R
A Y
C
O
B U
IL
D
IN
G
S B
Y D
E S
IG
N
E R
IC
V
A N
S O
E A
S T
-6 -8
E
N A
V A
J E
N N
IF
E
R M
O R
A L
E S
P
H E
R N
A N
D E
Z R
EV
IS
IO
N
S
TH
ES
E
SH
O P
D
RA
W
IN
G S
W
ER
E
CR
EA
TE
D U
SI
N
G
TH
E
FO
LL
O
W
IN
G I
N
FO
RM
AT
IO
N
S U
PP
LI
ED
B
Y
CU
ST
O
M
ER
A S
TH
E
BA
SI
S O
F D
ES
IG
N
D
AT
E:
PL
AN
S
D el an d
FL
M od es to
C A.
, C ol um bu s O
H w w w .k in gs pa np an el s.
us
Fa x:
(3
) 7
-9
5, T el
6)
-6
R
/2
4/
ER
EC
TI
O
N D
R
AW
IN
G
S
FO
R A
PP
R
O
VA
L
/2
4/
C O
N
ST
R U
C
TI
O N
D O
C U
M
EN
TS
PANEL LEGEND
TYPE 1
TYPE 2
TYPE 3
TYPE 4
TYPE 5
TYPE 6
3" x 42" - KSMR COLOR 1
3" x 42" - KSMR COLOR 2
3" x 42" - KSMR COLOR 3
3" x 42" - KSMR COLOR 4
5" x 36" - KSAZ COLOR 5
KIP 410
31'-0"31'-0"31'-0"
10111213
37'-111
4" OUT TO OUT OF PANEL 37'-111
4" OUT TO OUT OF PANEL
100'-0"
BASE ML
110'-0" A.F.F.
SUPPORT HT.
100'-0"
B.O. PANEL
107'-6" A.F.F.
SUPPORT HT.
113'-2" A.F.F.
T.O. STEEL
113'-1 3/8" A.F.F.
T.O. PANEL
F.O.-7 7'-4" x 10'-0"
F.O.-7 7'-4" x 10'-0"
F.O.-7 7'-4" x 10'-0"
F.O.-7 7'-4" x 10'-0"
F.O.-7 7'-4" x 10'-0"
F.O.-7 7'-4" x 10'-0"
L4-1 = 7'-11 2"
M 3-
'-1
8"
M4-3 = 6'-1"
M4-1 = 7'-11 2"
L4-3 = 6'-1"
KIP 602
KIP 607
KIP 603
KIP 603
3 SIDED OPENING
F.O.-7
ELEVATION M - BUILDING 'B' - GRIDLINE DELEVATION L - BUILDING 'B' - GRIDLINE D
ELEVATION L TYPE 3
PANEL QTY MODULE LENGTH NOTES SF
L3-1 4 3'-6" 13'-1 3/8" FIELD CUT TO FIT 184 SQ. FT.
TOTAL SF = 184 SQ. FT.
ELEVATION M TYPE 3
PANEL QTY MODULE LENGTH NOTES SF
M3-1 4 3'-6" 13'-1 3/8" FIELD CUT TO FIT 184 SQ. FT.
TOTAL SF = 184 SQ. FT.
KIP 602
KIP 602
KIP 607
KIP 607
KIP 607
L4-1 = 7'-11 2" M4-1 = 7'-11
2"L4-1 = 7'-11 2" M4-1 = 7'-11
2"
KIP 607
KIP 607
KIP 607
KIP 604
KIP 604
21TYP. TYP.
TYP.
TYP.
TYP.
TYP. TYP.
TYP.
KIP 602
KIP 607
KIP 603
KIP 603
3 SIDED OPENING
F.O.-7
KIP 604
TYP.
KIP 604
TYP.
ELEVATION L TYPE 4
PANEL QTY MODULE LENGTH TE-L TE-R NOTES SF
L4-1 1 3'-6" 21'-4 3/4" NA NA 0
FIELD CUT TO FIT
(3) @ 7'-1 1/2" 75 SQ. FT.
L4-2 1 3'-6" 18'-3 1/4" NA NA 0
FIELD CUT TO FIT
(3) @ 6'-1" 64 SQ. FT.
L4-3 1 3'-6" 12'-2 1/8" NA NA 0
FIELD CUT TO FIT
(2) @ 6'-1" 43 SQ. FT.
TOTAL 0 TOTAL SF = 181 SQ. FT.
ELEVATION L TYPE 4
PANEL QTY MODULE LENGTH TE-L TE-R NOTES SF
M4-1 1 3'-6" 21'-4 3/4" NA NA 0
FIELD CUT TO FIT
(3) @ 7'-1 1/2" 75 SQ. FT.
M4-2 1 3'-6" 18'-3 1/4" NA NA 0
FIELD CUT TO FIT
(3) @ 6'-1" 64 SQ. FT.
M4-3 1 3'-6" 12'-2 1/8" NA NA 0
FIELD CUT TO FIT
(2) @ 6'-1" 43 SQ. FT.
TOTAL 0 TOTAL SF = 181 SQ. FT.
M4-2 = 6'-1"L4-2 = 6'-1"
PLEASE CONFIRM PANEL
TYPE AND LOCATION
L3 -1
3' -1
8"
L3 -1
3' -1
8"
L3 -1
3' -1
8"
L3 -1
3' -1
8"
M 3-
'-1
8"
M 3-
'-1
8"
M 3-
'-1
8"
DATE
DRAWN
SCALE
JOB No.
SHEET
JOB NAME
E. NAVA
06/10/25
N.T.S.
3-10709
CITY OF WRAY CIVIC CENTER
D R
AF
TS
M
AN
C
O N
TA
C
T N
U M
BE
R
C
O N
TA
C
T N
AM
E:
SH
O
PS
C
H
EC
KE
D
B Y:
JO
B
N
AM
E:
C U
ST
O
M
ER
N
AM
E:
JO
B
LO
C
AT
IO
N
PR
O
JE
C
T C
O O
R D
IN
AT
O R
BY
C
IT
Y O
F W
R A
Y C
IV
IC
C E
N T
E R
W R
A Y
C
O
B U
IL
D
IN
G
S B
Y D
E S
IG
N
E R
IC
V
A N
S O
E A
S T
-6 -8
E
N A
V A
J E
N N
IF
E
R M
O R
A L
E S
P
H E
R N
A N
D E
Z R
EV
IS
IO
N
S
TH
ES
E
SH
O P
D
RA
W
IN
G S
W
ER
E
CR
EA
TE
D U
SI
N
G
TH
E
FO
LL
O
W
IN
G I
N
FO
RM
AT
IO
N
S U
PP
LI
ED
B
Y
CU
ST
O
M
ER
A S
TH
E
BA
SI
S O
F D
ES
IG
N
D
AT
E:
PL
AN
S
D el an d
FL
M od es to
C A.
, C ol um bu s O
H w w w .k in gs pa np an el s.
us
Fa x:
(3
) 7
-9
5, T el
6)
-6
R
/2
4/
ER
EC
TI
O
N D
R
AW
IN
G
S
FO
R A
PP
R
O
VA
L
/2
4/
C O
N
ST
R U
C
TI
O N
D O
C U
M
EN
TS
PANEL LEGEND
TYPE 1
TYPE 2
TYPE 3
TYPE 4
TYPE 5
TYPE 6
3" x 42" - KSMR COLOR 1
3" x 42" - KSMR COLOR 2
3" x 42" - KSMR COLOR 3
3" x 42" - KSMR COLOR 4
5" x 36" - KSAZ COLOR 5
KIP 411
3'-0" 25'-0" 9'-8" 6'-0" 9'-4" 25'-0"
ABCC.1DEE.1
100'-0"
BASE ML
112'-0" A.F.F.
SUPPORT HT. / STACK JOINT
100'-0"
B.O. PANEL
117'-0" A.F.F.
SUPPORT HT. (GL D-A)
119'-10" A.F.F.
T.O. STEEL
121'-0" A.F.F.
SUPPORT HT. (GL E-B)
107'-6" A.F.F.
SUPPORT HT.
100'-0"
BASE ML
112'-0" A.F.F.
SUPPORT HT. / STACK JOINT
100'-0"
B.O. PANEL
117'-0" A.F.F.
SUPPORT HT. (GL D-A)
119'-10" A.F.F.
T.O. STEEL
121'-0" A.F.F.
SUPPORT HT. (GL E-B)
107'-6" A.F.F.
SUPPORT HT.
116'-0" A.F.F.
SUPPORT HT. (GL B-A)F.O.-2
9'-0" x 5'-0"
KIP 602
KIP 607
KIP 603
KIP 603
KIP 602
4 SIDED OPENING
F.O.-6
ELEVATION N - BUILDING 'A' - GRIDLINE 10
ELEVATION N TYPE 1
PANEL QTY MODULE LENGTH NOTES SF
N1-1 1 3'-6" 13'-3 1/4"
FIELD CUT TO FIT
(3) @ 4'-5" 46 SQ. FT.
N1-2 2 3'-6" 15'-10 1/8"
FIELD CUT TO FIT
(2) @ 7'-11" 111 SQ. FT.
N1-3 4 3'-6" 12'-7" FIELD CUT TO FIT 176 SQ. FT.
N1-4 5 3'-6" 16'-5" FIELD CUT TO FIT 287 SQ. FT.
N1-5 4 3'-6" 15'-0" FIELD CUT TO FIT 210 SQ. FT.
N1-6 4 3'-6" 12'-8" FIELD CUT TO FIT 177 SQ. FT.
N1-7 2 3'-6" 10'-8 1/8"
FIELD CUT TO FIT
(2) @ 5'-4" 75 SQ. FT.
TOTAL SF = 1083 SQ. FT.
N 2-
'-0
N 1-
'-5
95'-33
4" OUT TO OUT OF PANEL
KIP 601
KIP 603
KIP 407
KIP 604
F.O.-6 9'-0" x 14'-0"
KIP 602
KIP 602
KIP 603
KIP 603
KIP 602
4 SIDED OPENING
F.O.-2
KIP 605
KIP 606
KIP 606
KIP 606
KIP 606
KIP 601
KIP 607
N 1-
4' -5
N 1-
2= 7'
-1 1"
N 1-
'-7
N 1-
'-0
N 1-
'-8
N 1-
5' -4
ELEVATION N TYPE 2
PANEL QTY MODULE LENGTH NOTES SF
N2-1 11 3'-6" 12'-0" FIELD CUT TO FIT 462 SQ. FT.
TOTAL SF = 462 SQ. FT.
ELEVATION N TYPE 6
PANEL QTY MODULE LENGTH TE-L TE-R NOTES SF
N6-1 1 3'-6" 13'-9 1/2" NA NA 0 48 SQ. FT.
TOTAL 0 TOTAL SF = 48 SQ. FT.
ELEVATION N TYPE 5
PANEL QTY MODULE LENGTH NOTES SF
N5-1 1 3'-6" 17'-0" FIELD CUT TO FIT 60 SQ. FT.
TOTAL SF = 60 SQ. FT.
KIP 602
PLEASE CONFIRM PANEL
TYPE AND LOCATION
ELEVATION N TYPE 4
PANEL QTY MODULE LENGTH NOTES SF
N4-1 1 3'-6" 8'-0"
FIELD CUT TO FIT
(3) @ 2'-0" 28 SQ. FT.
N4-2 2 3'-6" 16'-0" FIELD CUT TO FIT 112 SQ. FT.
TOTAL SF = 140 SQ. FT.
N 5-
'-0
N6-1 = 13'-91 2"
EOR
PLEASE PROVIDE 12GA,
FY=50KSI STEEL GIRT AT R2
INSTEAD OF 16 GA
N 4-
'-0
KIP 606
N 4-
2' -0
DATE
DRAWN
SCALE
JOB No.
SHEET
JOB NAME
E. NAVA
06/10/25
N.T.S.
3-10709
CITY OF WRAY CIVIC CENTER
D R
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AM
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N
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E:
JO
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N
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-6 -8
E
N A
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A L
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P
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N
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G S
W
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CR
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D U
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N
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FO
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G I
N
FO
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B
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A S
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BA
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M od es to
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M
EN
TS
PANEL LEGEND
TYPE 1
TYPE 2
TYPE 3
TYPE 4
TYPE 5
TYPE 6
3" x 42" - KSMR COLOR 1
3" x 42" - KSMR COLOR 2
3" x 42" - KSMR COLOR 3
3" x 42" - KSMR COLOR 4
5" x 36" - KSAZ COLOR 5
KIP 412
18'-0"7'-0"16'-0"9'-0"15'-0"10'-0"2'-8"15'-10"16'-6"
345677.88910 8.1
160'-71
2" OUT TO OUT OF PANEL
100'-0"
BASE ML
100'-0"
B.O. PANEL
107'-6" A.F.F.
SUPPORT HT.
119'-10" A.F.F.
T.O. STEEL
119'-9 3/8" A.F.F.
T.O. PANEL
M
AT
C H
L
IN
E
F.O.-5 9'-0" x 14'-0"
F.O.-6 9'-0" x 14'-0"
F.O.-2 4'-0" x 2'-0"
112'-0" A.F.F.
SUPPORT HT. / STACK JOINT
113'-1" A.F.F.
SUPPORT HT.
116'-0" A.F.F.
SUPPORT HT.
117'-0" A.F.F.
SUPPORT HT.
F.O.-2 4'-0" x 2'-0"
F.O.-2 4'-0" x 2'-0"
F.O.-2 4'-0" x 2'-0"
F.O.-2 4'-0" x 2'-0"
F.O.-6 4'-0" x 2'-0"
F.O.-5 4'-0" x 2'-0"
KIP 603
KIP 607
KIP 601
KIP 604
KIP 606
KIP 606
KIP 604
KIP 607
KIP 606
KIP 607
ELEVATION R - BUILDING 'A' - GRIDLINE A
KIP 607
KIP 606
KIP 607
KIP 606
R 1-
1= 2'
-9
8" R
3-
'-0
R 1-
7' -9
8"
R 1-
1= 2'
-9
8" R
3-
'-0
PLEASE CONFIRM PANEL
TYPE AND LOCATION
R 5-
'-0
R 5-
'-0
R6-2 = 28'-81 2"R6-1 = 28'-41
2"
R4-1 = 35'-91 4" R4-2 = 36'-61
4"
DATE
DRAWN
SCALE
JOB No.
SHEET
JOB NAME
E. NAVA
06/10/25
N.T.S.
3-10709
CITY OF WRAY CIVIC CENTER
D R
AF
TS
M
AN
C
O N
TA
C
T N
U M
BE
R
C
O N
TA
C
T N
AM
E:
SH
O
PS
C
H
EC
KE
D
B Y:
JO
B
N
AM
E:
C U
ST
O
M
ER
N
AM
E:
JO
B
LO
C
AT
IO
N
PR
O
JE
C
T C
O O
R D
IN
AT
O R
BY
C
IT
Y O
F W
R A
Y C
IV
IC
C E
N T
E R
W R
A Y
C
O
B U
IL
D
IN
G
S B
Y D
E S
IG
N
E R
IC
V
A N
S O
E A
S T
-6 -8
E
N A
V A
J E
N N
IF
E
R M
O R
A L
E S
P
H E
R N
A N
D E
Z R
EV
IS
IO
N
S
TH
ES
E
SH
O P
D
RA
W
IN
G S
W
ER
E
CR
EA
TE
D U
SI
N
G
TH
E
FO
LL
O
W
IN
G I
N
FO
RM
AT
IO
N
S U
PP
LI
ED
B
Y
CU
ST
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M
ER
A S
TH
E
BA
SI
S O
F D
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IG
N
D
AT
E:
PL
AN
S
D el an d
FL
M od es to
C A.
, C ol um bu s O
H w w w .k in gs pa np an el s.
us
Fa x:
(3
) 7
-9
5, T el
6)
-6
R
/2
4/
ER
EC
TI
O
N D
R
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IN
G
S
FO
R A
PP
R
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VA
L
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4/
C O
N
ST
R U
C
TI
O N
D O
C U
M
EN
TS
PANEL LEGEND
TYPE 1
TYPE 2
TYPE 3
TYPE 4
TYPE 5
TYPE 6
3" x 42" - KSMR COLOR 1
3" x 42" - KSMR COLOR 2
3" x 42" - KSMR COLOR 3
3" x 42" - KSMR COLOR 4
5" x 36" - KSAZ COLOR 5
5" x 36" - KSAZ COLOR 6
25'-0"25'-0"18'-0"
M
AT
C H
L
IN
E
2'-0" F.O.-6
4'-0" x 2'-0" F.O.-5
4'-0" x 2'-0" F.O.-5
4'-0" x 2'-0" F.O.-5
4'-0" x 2'-0"
KIP 601
KIP 601
KIP 606
KIP 607
100'-0"
BASE ML
100'-0"
B.O. PANEL
107'-6" A.F.F.
SUPPORT HT.
119'-10" A.F.F.
T.O. STEEL
119'-9 3/8" A.F.F.
T.O. PANEL
112'-0" A.F.F.
SUPPORT HT. / STACK JOINT
113'-1" A.F.F.
SUPPORT HT.
116'-0" A.F.F.
SUPPORT HT.
117'-0" A.F.F.
SUPPORT HT.
KIP 607
4 SIDED OPENING
F.O.-2
KIP 602
KIP 602
KIP 603
KIP 603
KIP 602
4 SIDED OPENING
F.O.-5
KIP 602
KIP 602
KIP 603
KIP 603
KIP 602
4 SIDED OPENING
F.O.-6
KIP 602
KIP 602
KIP 603
KIP 603
KIP…
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