section 084513 - structured-polycarbonate-canopy systems
TRANSCRIPT
MEAD & HUNT, Inc. X:\23099-02\130075.01\MADISON TECH\specs \ 084513
084513 - 1 STRUCTURED-POLYCARBONATE-CANOPY
SYSTEMS
SECTION 084513 - STRUCTURED-POLYCARBONATE-CANOPY SYSTEMS
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section includes aluminum-framed assemblies glazed with structured-polycarbonate panels as follows:
1. Canopy assemblies.
1.3 ACTION SUBMITTALS
A. Product Data: For each type of product indicated. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for aluminum components of panel assemblies.
B. Shop Drawings: For panel assemblies. Include plans, elevations, sections, details, and attachments to other work.
1. Include details of provisions for assembly expansion and contraction and for draining moisture.
C. Samples for Verification: For each type of exposed finish required, in manufacturer's standard sizes.
D. Delegated-Design Submittal: For panel assemblies indicated to comply with performance requirements and design criteria, including analysis data signed and sealed by the qualified professional engineer responsible for their preparation.
1.4 INFORMATIONAL SUBMITTALS
A. Qualification Data: For qualified Installer.
B. Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing agency, for panel assemblies.
C. Warranties: Sample of special warranties.
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1.5 CLOSEOUT SUBMITTALS
A. Maintenance Data: For panel assemblies to include in maintenance manuals.
1.6 QUALITY ASSURANCE
A. Installer Qualifications: Manufacturer's authorized representative who is trained and approved for installation of panel assemblies required for this Project.
B. Product Options: Information on Drawings and in Specifications establishes requirements for panel assemblies' aesthetic effects and performance characteristics. Aesthetic effects are indicated by dimensions, arrangements, alignment, and profiles of components and assemblies as they relate to sightlines, to one another, and to adjoining construction. Performance characteristics are indicated by criteria subject to verification by one or more methods including testing conducted by an independent testing agency and in-service performance.
1. Do not modify intended aesthetic effects, as judged solely by Architect, except with Architect's approval. If modifications are proposed, submit comprehensive explanatory data to Architect for review.
C. Preinstallation Conference: Conduct conference at Project site.
1.7 WARRANTY
A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of panel assemblies that fail in materials or workmanship within specified warranty period.
1. Failures include, but are not limited to, the following:
a. Structural failures including, but not limited to, excessive deflection. b. Deterioration of metals, metal finishes, and other materials beyond
normal weathering. c. Water leakage.
2. Warranty Period: Five years from date of Substantial Completion.
B. Special Structured-Polycarbonate-Panel Warranty: Manufacturer's standard form in which manufacturer agrees to replace panels that exhibit defects in materials or workmanship..
1. Defects include, but are not limited to, the following:
a. Delamination. b. Color changes exceeding requirements. c. Losses in light transmission beyond 6 percent from original when
measured per ASTM D 1003.
2. Warranty Period: 10 years from date of Substantial Completion.
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084513 - 3 STRUCTURED-POLYCARBONATE-CANOPY
SYSTEMS
C. Special Aluminum-Finish Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components on which finishes fail within specified warranty period. Warranty does not include normal weathering.
1. Failures include, but are not limited to, checking, crazing, peeling, chalking, and fading of finishes.
2. Warranty Period: Five years from date of Substantial Completion.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Basis-of-Design Product: Subject to compliance with requirements, provide Super Sky Products, Inc.; “Edge” system or comparable product by one of the following:
1. Basis of Design: Super Sky Products Inc. 2. CPI Daylighting, Inc. 3. Duo-Gard Industries Inc.
2.2 PERFORMANCE REQUIREMENTS
A. General Performance: Structured-polycarbonate-panel assemblies shall withstand the effects of the following forces without failure due to defective manufacture, fabrication, installation, or other defects in construction:
1. Structural loads. 2. Thermal movements. 3. Movements of supporting structure. 4. Dimensional tolerances of building frame and other adjacent construction. 5. Failure includes, but is not limited to, the following:
a. Deflection exceeding specified limits. b. Water leakage. c. Thermal stresses transferred to building structure. d. Noise or vibration created by wind, thermal, or structural movements. e. Loosening or weakening of fasteners, attachments, and other
components.
B. Structural Loads:
1. 2. Wind Loads: As indicated on Drawings.
a. Basic Wind Speed: 90 mph (40 m/s). b. Exposure Category: C.
C. Deflection Limits: 1. Overhead Panel Assemblies: Limited to 1/100 of clear span for each assembly
component.
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D. Structural-Test Performance: Provide panel assemblies tested according to ASTM E 330, as follows:
1. When tested at positive and negative wind-load design pressures, assemblies do not show evidence of deflection exceeding specified limits.
E. Water Penetration under Static Pressure: Provide panel assemblies that do not evidence water penetration through fixed glazing and framing areas when tested according to ASTM E 331 at a minimum static-air-pressure difference of 20 percent of positive wind-load design pressure, but not less than 7 lbf/sq. ft..
F. Thermal Movements: Allow for thermal movements from ambient- and surface-temperature changes. Base calculations on surface temperatures of materials due to both solar heat gain and nighttime-sky heat loss.
1. Temperature Change (Range): 120 deg F (67 deg C), ambient; 180 deg F (100 deg C), material surfaces.
2.3 ALUMINUM FRAMING SYSTEMS
A. Components: Manufacturer's standard extruded-aluminum members of thickness required and reinforced as required to support imposed loads.
1. Construction: Thermally broken, extruded aluminum.
B. Aluminum: Alloy and temper recommended in writing by manufacturer for type of use and finish indicated.
1. Sheet and Plate: ASTM B 209 (ASTM B 209M). 2. Extruded Bars, Rods, Profiles, and Tubes: ASTM B 221 (ASTM B 221M). 3. Extruded Structural Pipe and Tubes: ASTM B 429/B 429M. 4. Structural Profiles: ASTM B 308/B 308M.
C. Brackets and Reinforcements: Manufacturer's standard high-strength aluminum with nonstaining, nonferrous shims for aligning skylight components.
D. Fasteners and Accessories: Manufacturer's standard, corrosion-resistant, nonstaining, and nonbleeding fasteners and accessories; compatible with adjacent materials.
1. At closures, retaining caps, or battens, use ASTM A 193/A 193M, 300 series stainless-steel screws.
2. Use self-locking devices where fasteners are subject to loosening or turning out from thermal and structural movements, wind loads, or vibration.
3. At movement joints, use slip-joint linings, spacers, and sleeves of material and type recommended in writing by manufacturer.
E. Anchor Bolts: ASTM A 307, Grade A (ASTM F 568M, Property Class 4.6), galvanized steel.
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084513 - 5 STRUCTURED-POLYCARBONATE-CANOPY
SYSTEMS
F. Concealed Flashing: Corrosion-resistant, nonstaining, nonbleeding flashing compatible with adjacent materials.
G. Exposed Flashing and Closures: Aluminum sheet not less than 0.040 inch (1.02 mm) thick, finished to match framing.
H. Framing Gaskets: Manufacturer's standard gasket system with low-friction surface treatment designed specifically for retaining structured-polycarbonate panels.
I. Framing Sealants: As recommended in writing by manufacturer.
J. Corrosion-Resistant Coating: Cold-applied asphalt mastic, compounded for 15-mil (0.4-mm) dry film thickness per coat. Provide inert-type noncorrosive compound free of asbestos fibers, sulfur components, and other deleterious impurities.
2.4 STRUCTURED-POLYCARBONATE PANELS
A. Description: Translucent, extruded-polycarbonate sheet with cellular cross section that provides isolated airspaces and that is coextruded with a UV-protective layer.
1. Plastic Self-Ignition Temperature: 650 deg F (343 deg C) or more per ASTM D 1929.
2. Smoke-Developed Index: 450 or less per ASTM E 84, or 75 or less per ASTM D 2843.
3. Flame-Spread Index: Not more than 25 per ASTM E 84. 4. Combustibility Classification: Class CC1 per ASTM D 635. 5. Color Change: Not more than 3.0 units Delta E when measured according to
ASTM D 2244 after outdoor weathering compliant with procedures in ASTM D 1435.
a. Outdoor Weathering Conditions: 60 months in Arizona or 120 months in a moderate North American climate.
6. Impact Resistance: No failure at impact of 200 ft. x lbf (271 J) according ASTM D-384/SPI.
B. Panel Thickness: As determined by manufacturer to meet structural load requirements but not less than 16mm.
C. Panel Color: Clear.
2.5 FABRICATION
A. Fabricate aluminum components before finishing.
B. Fabricate aluminum components that, when assembled, have the following characteristics:
1. Profiles that are sharp, straight, and free of defects or deformations. 2. Accurately fitted joints with ends coped or mitered.
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3. Internal guttering systems or other means to drain water passing through joints, condensation occurring within components, and moisture migrating within assembly to exterior.
C. Fabricate aluminum sill closures with weep holes and for installation as continuous component.
D. Reinforce aluminum components as required to receive fastener threads.
2.6 ALUMINUM FINISHES
A. Color Anodic Finish: AAMA 611, AA-M12C22A42/A44, Class I, 0.018 mm or thicker.
1. Color: Medium bronze.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine areas and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work.
B. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 INSTALLATION
A. General:
1. Comply with manufacturer's written instructions. 2. Do not install damaged components. 3. Fit joints between aluminum components to produce hairline joints free of burrs
and distortion. 4. Rigidly secure nonmovement joints. 5. Install anchors with separators and isolators to prevent metal corrosion,
electrolytic deterioration, and immobilization of moving joints. 6. Seal joints watertight unless otherwise indicated.
B. Metal Protection: Where aluminum components will contact dissimilar materials, protect against galvanic action by painting contact surfaces with corrosion-resistant coating or by installing nonconductive spacers as recommended in writing by manufacturer for this purpose.
C. Install continuous aluminum sill closures with weatherproof expansion joints and locked and sealed corners. Locate weep holes at rafters.
D. Install components to drain water passing through joints, condensation occurring within aluminum members, and moisture migrating within assembly to exterior.
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084513 - 7 STRUCTURED-POLYCARBONATE-CANOPY
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E. Install components plumb and true in alignment with established lines and elevations.
F. Erection Tolerances: Install panel assemblies to comply with the following maximum tolerances:
1. Alignment: Limit offset from true alignment to 1/32 inch (0.8 mm) where surfaces abut in line, edge to edge, at corners, or where a reveal or protruding element separates aligned surfaces by less than 3 inches (76 mm); otherwise, limit offset to 1/8 inch (3.2 mm).
2. Location and Plane: Limit variation from true location and plane to 1/8 inch in 12 feet (3.2 mm in 3.7 m), but no greater than 1/2 inch (13 mm) over total length.
3.3 FIELD QUALITY CONTROL
A. Water Leakage: Field check in accordance with AAMA 501.2 in proportionate areas. There shall be no uncontrolled water leakage as defined in AAMA 501.2. Water supply to the skylights, with adequate water pressure, is to be furnished by the General Contractor. Tests are to be conducted upon completion of the installation with no remobilization or down time included to accommodate either water supply availability or witness personnel schedules. Testing is to be performed by the manufacturer’s authorized personnel with a maximum of five (5) man-hours for set-up, testing and clean-up. Independent laboratory testing and reports, if required, are to be ordered and directed by the Owner and/or General Contractor.
B. Repair or remove work where test results and inspections indicate that it does not comply with specified requirements.
C. Additional testing and inspecting, at Contractor's expense, will be performed to determine compliance of replaced or additional work with specified requirements.
D. Prepare test and inspection reports.
END OF SECTION 084513
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3.8
3.1
2.4
1.7
0.5
0.3
23' - 2"
14' - 5" 8' - 9"
29
' - 0
"5
1' -
0"
4' -
0"
25
' - 0
"1
7' -
0"
17
' - 0
"1
7' -
0"
(8)
SP
AC
ES
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3' -
1 1
/2"
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5' -
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2' -
10
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PA
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S A
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14
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PA
CE
S A
T 2
' - 1
0"
= 1
7' -
0"
(6)
SP
AC
ES
AT
2' -
10
" =
17
' - 0
"
S-2541
3.6
01
W10X22
W1
2X
26
( 1
12
' - 9
1/2
" )
W1
2X
26
( 1
12
' - 9
1/2
" )
W1
2X
26
( 1
12
' - 9
1/2
" )
W10X22
W1
0X
22
( 1
13
' - 3
1/2
" )
W1
0X
22
( 1
13
' - 3
1/2
" )
W1
0X
22
( 1
13
' - 3
1/2
" )
W10X22
W10X22
16KCS2
16KCS2
W8
X1
8
( 1
12
' - 1
1 3
/4"
) W8X18
W1
6X
31
( 1
12
' - 9
1/2
" )
16KCS3
W10X22
16KCS2
16KCS2
16KCS2
16KCS2
16KCS2
16KCS2
16KCS2
16KCS2
16KCS2
16KCS2
W1
6X
31
( 1
13
' - 3
1/2
" )
W8X18
16KCS3
16KCS3
16KCS3
16KCS3
16KCS3
S-254
2
S-254
3
16KCS2
16KCS2
16KCS2
16KCS33.602
3.602
3.602
3.6033.6033.603
3.603
C E
4.9
3.8
29
' - 4
"
16KCS3(5" SEAT)
16KCS3(5" SEAT)
16KCS3(5" SEAT)
16KCS3(5" SEAT)
16KCS3(5" SEAT)
16KCS3(5" SEAT)
16KCS3(5" SEAT)
(8)
SP
AC
ES
AT
3' -
8"
= 2
9' -
4"
23' - 2"
W18X40
W8X18
W1
8X
40
( 1
14
' - 7
" )
W1
8X
40
( 1
18
' - 4
1/4
" )
3.6
01
S-254
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5.1
5.2
ROOF
FRAMING PLAN GENERAL NOTES:
1. SITE DATUM OF FINISHED FIRST FLOOR INDICATED ON CIVIL SITE PLAN =ELEVATION 100'-0" ON STRUCTURAL DRAWINGS.
2. FIELD VERIFY ALL DIMENSIONS, BRING ANY DISCREPANCIES TO THEATTENTION OF THE ARCHITECT/ENGINEER FOR FINAL DECISION.
3. REFER TO SHEET S-001 FOR STRUCTURAL LEGENDS, ABBREVIATIONS,AND SYMBOLOGY.
4. REFER TO DETAIL SHEETS FOR TYPICAL DETAILS NOT REFERENCED ONTHIS SHEET.
5. REFER TO SHEET S-601 FOR STRUCTURAL SCHEDULES.
6. MINIMUM JOIST BEARING LENGTH REQUIREMENTS ARE AS FOLLOWSUNLESS NOTED OR DETAILED OTHERWISE;
- AT STEEL BEAMS - "K" SERIES - MIN. 2 1/2"- "KCS" SERIES - MIN. 2 1/2"- "LH" SERIES - MIN. 4"- "DLH" SERIES - MIN. 4"
7. EXISTING HANGAR ROOF FRAMING TO REMAIN IN ORIGINAL POSITION.SIZES NOT CALLED OUT. FIELD VERIFY FRAMING SIZES AS NECESSARY.
8. ALL ROOF JOISTS SHALL BE DESIGNED FOR 13 PSF NET UPLIFT.
9. TOP CHORD AT ALL JOISTS SUPPORTING SCREEN WALL BRACES SHALLBE DESIGNED FOR A 400 LB CONCENTRATED LOAD ANYWHERE ALONGTHEIR LENGTH (400 LB TOP CHORD BEND CHECK).
1
A.5
S-254
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S-2549
S-254
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S-254 10
7' -
3"
1' -
9"
20' - 8"
8' - 8" 12' - 0"
3' -
7 1
/2"
3' -
7 1
/2"
W10X22
( 110' - 0" )
W10X22
( 110' - 0" )
W1
0X
22
( 1
10
' - 0
" )
W1
0X
22
( 1
10
' - 0
" )
W10X22
( 110' - 0" )3.5
01
S-254-01
7
S-254-02
8
S-254-039S-254-04 10
SHEET NO.:
SHEET CONTENTS
DO NOT SCALE DRAWINGS
ISSUED
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
© CopyrightThis document, or any portion thereof, shallnot be duplicated, disclosed, or used on anyother project or extension of this projectexcept by written agreement with Mead &Hunt, Inc. Mead & Hunt shall not beresponsible for any unauthorized use of, oralteration to these documents.
Mead & Hunt, Inc.7900 West 78th St.
Suite 370Minneapolis, MN 55439phone: 952-941-5619
meadhunt.com
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ENLARGED FRAMINGPLANS
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NORTH
3/16" = 1'-0"1ENLARGED ROOF FRAMING PLAN
NORTH
3/16" = 1'-0"2ENLARGED ROOF FRAMING PLAN 0 1284
0 1284
ROOF FRAMING PLAN KEYED NOTES
3.501 1 1/2" DEEP 20 GAUGE COMPOSITE DECK WITH 2 1/2" NORMAL WEIGHTCONCRETE (4" TOTAL THICKNESS).
3.601 1 1/2" DEEP 20 GAUGE WIDE-RIB STEEL DECK WITH #12 TEK SCREWS ATA 36/4 PATTERN AT ALL SUPPORTS, (2) #10 TEK SIDELAP FASTENERSPER SPAN AND #12 TEK SCREWS AT 6'-0" O.C. AT DECK PERIMETER.
3.602 STEEL PIPE POST WITH BRACE FOR SCREEN WALL SUPPORT, SEEDETAIL 10/S-541.
3.603 STEEL PIPE POST WITH BRACE AND HORIZONTAL MEMBER FORSCREEN WALL SUPPORT, SEE DETAIL 11/S-541.
NORTH
1/4" = 1'-0"3MAU SUPPORT FRAME
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09.13.13 ISSUE FOR BID &PERMIT
1 09.27.13 ADDENDUM 001
2 10.07.13 ADDENDUM 002
2
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A.8
1.7 1.7
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1.1
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4' - 11" 18' - 8"
1' - 5"
1' -
7"
34' -
6"
16' -
5"
18' -
1"
6' - 3" 6' - 2" 6' - 3"
3' - 6" 2' - 9" 1' - 5"
W14X
22
( 111' -
4"
)
W14X
22
( 111' -
4"
)
W16X31
( 111' - 4" )
W16X31
( 111' - 4" )
W14X26
( 111' - 4" )
W16X
31
( 111' -
4"
)
W10X
22
( 111' -
4"
)
W10X
22
( 111' -
4"
)
W10X
22
( 111' -
4"
)
W10X
22
( 111' -
4"
)
W10X
22
( 111' -
4"
)
3.501
W10X
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( 111' -
4"
)
18' -
0"
5
S-452
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ADDENDUM 002
S-452
2
2
2
2
2
2
22
2
2
1/4
1/4
STIFFENER PLATES EACH SIDETHICKNESS = LARGER OF1/4" OR WEB THICKNESS
WF BEAM(SEE PLANS AND DETAILS)
COPE INSIDE CORNERS ASREQUIRED FOR CLEARANCE
NOTE:ALL BEAMS SHALL HAVESTIFFENER PLATES INSTALLEDAT POINTS OF CONCENTRATEDLOADS AND WHERE BEAMCANTILEVERS OVER COLUMNS
W36
ROWS OF BOLTS (N) LENGTH OF PLATENOMINAL BEAM
DEPTH, INCHES
SINGLE PLATE SHEAR CONNECTION
1. ALL FRAMING CONNECTIONS SHALL CONFORM TO SCHEDULEUNLESS DETAILED OR NOTED OTHERWISE.
2. STANDARD HOLES OR HORIZONTAL SHORT SLOT HOLES MAY BE UTILIZEDAT CONTRACTORS OPTION IN EITHER THE CONNECTION ANGLE OR THEFRAMING MEMBERS.
3. WELD "A" MAY BE USED IN LIEU OF "A" SIDE BOLTS AT CONTRACTORS OPTION.WELD SHALL BE ON ALL 3 SIDES.
4. FOR MISS-ALIGNED BOLT HOLES, PROVIDE FIELD WELDS. NOTIFY THEARCHITECT/ENGINEER OF LOCATIONS USING FIELD WELDED CONNECTION.
5. REFER TO TYPICAL COPING DETAIL 5/S-541 FOR CONNECTIONS WHERECOPING IS REQUIRED.
6. THIS DETAIL IS NOT INTENDED FOR EVERY WF SECTION. CHECK RIDING THEFILLET AND COPE DEPTH PRIOR TO FABRICATION.
SINGLE PLATE SHEAR CONNECTION NOTES
1 3
/4"
3"
SP
A
(N)
AT
3"
TY
PIC
AL
1 1
/4"
MIN
4"
1 3/4"
PL3/8x4xLENGTH OF PLATE
3/4" A325 BOLTS
W33
W30
W24 - W27
W21
W18
W16
W12 - W14
W8 - W10
10
9
8
7
6
5
4
3
2
29 1/2"
26 1/2"
23 1/2"
20 1/2"
17 1/2"
14 1/2"
11 1/2"
8 1/2"
5 1/2"
1/2"
1/4
1/4 WELD "A"SEE NOTE 3
1/4
1/4
PLAN VIEW
COLUMN FLANGE OMITTED FOR CLARITY ON ELEVATION VIEW.
COPE DEPTH = BEAM Kdet.
COPE LENGTH AS REQUIRED TO MAKE GAP, BUT NEVER MORE THAN 4".
BEAM TO COLUMN WEB
1/2" 1/2"
4" MAX. 1/2"
R 1/2"
1/2"
CO
PE
DE
PT
H
ELEVATION VIEW
COPE DEPTH = MAX Kdet FROMMEMBERS CONNECTED.
COPE LENGTH AS REQUIRED TO MAKEGAP, BUT NEVER MORE THAN 4".
COPE AS LITTLE AS POSSIBLE.EXAMPLE:FOR W12 TO W12 COPE TOP AND BOTTOM.FOR W12 TO W14 COPE TOP ONLY.
BEAM TO BEAM
COPE DEPTH = BEAM Kdet.
COPE LENGTH REQUIRED TO MAKEGAP BUT NEVER MORE THAN 4".
BEAM TO COLUMN FLANGE
1/2"
4" MAX.
CO
PE
DE
PT
HR 1/2"
R 1/2"
1/2"
4" MAX.
CO
PE
DE
PT
H
EQ EQ
2" 2"
SEE SCHEDULE
"G"
SCHED.
SEE
1/4
WF BEAM (SEE FRAMING PLAN)
(4) 3/4" DIAMETER A325 BOLTS
COLUMN TOP PLATE(SEE COLUMN SCHEDULE)
WF COLUMN(SEE COLUMN SCHEDULE)
WF COLUMN(SEE COLUMN SCHEDULE)
COLUMN TOP PLATE(SEE COLUMN SCHEDULE)
(4) 3/4" DIAMETER A325 BOLTS
WF BEAM (SEE FRAMING PLAN)
WORKABLE GAGE "G"PER AISC
STIFFENER PLATES AS SHOWN(SIMILAR TO 2/S-541, MATCHCOLUMN FLANGE THICKNESS)
STIFFENER PLATES AS SHOWN(SIMILAR TO 2/S-541, MATCHCOLUMN FLANGE THICKNESS)
FLOOR SLAB(SEE DETAIL 1/S-511)
BEAM TO COLUMN CONNECTION(SEE DETAIL 4/S-541, TYP OF 2)
L4x4x3/8 x CONTINUOUS
21.9 2.1
1' - 9" 1' - 9"
1' - 1" 8" 8" 1' - 1"
RELOCATED EXISTINGRIGID FRAME
SINGLE PLATE BEAM TO BEAMCONNECTION(SEE DETAIL 1/S-541, TYP OF 2)
STIFFENER PLATES, OPP SIDE,ALIGN WITH COLUMN FLANGES(SEE DETAIL 2/S-541, TYP)(4) 3/8" STIFFENER PLATES,
BOTH SIDES OF BEAM ATTHIS LOCATION.ALIGN MIDDLE (2) WITHCOLUMN FLANGES.(SIM TO DETAIL 2/S-541)
SINGLE PLATE CONNECTION,EXTENDED CONFIGURATION(SIMILAR TO DETAIL 1/S-541)
PL1/2x4x0'-6" STIFFENER PLATES,ALIGN WITH COLUMN WEB.WELD ALL AROUNDWITH 1/4" FILLETS.
4" 4"
1/4
1/4TYP
WF BEAM(SEE FRAMING PLAN)
SINGLE SHEAR PLATECONNECTION(SEE DETAIL 1/S-541)
PL1/2x6x0'-7" WITH(4) 3/4" A325 BOLTS
HSS COLUMN(SEE COLUMN SCHEDULE)
PL1/2x6x0'-7" WITH(4) 3/4" A325 BOLTS
3/16
3/16TYP
PL1/2 TOP PLATE
(4) L2x2x3/16 HORIZONTALFOR CLADDING SUPPORT.WELD TO POSTS.COORDINATE LOCATION WITHMETAL PANEL SUPPLIERPRIOR TO CONSTRUCTION.
PIPE 3 STD POSTS
L2x2x3/16
PL 1/2 BASE PLATE(TYPICAL)
ROOF JOIST(SEE FRAMING PLAN)
ALL STEEL SHALL BE GALVANIZED
1
1
3/16
3/16
PL1/2 TOP PLATE
(4) L2x2x3/16 HORIZONTALFOR CLADDING SUPPORT.WELD TO POSTS.COORDINATE LOCATION WITHMETAL PANEL SUPPLIERPRIOR TO CONSTRUCTION.
PIPE 3 STD POSTS
L2x2x3/16
PL1/2 BASEPLATE (TYP)
L2x2x3/16FASTEN TO STEELDECK AT 6" O.C.
ALL STEEL SHALL BE GALVANIZED
WF BEAM(SEE FRAMING PLAN)
3/16
3/16
1/4
1/4 FULL LENGTH,TYPICAL
WF BEAM(SEE FRAMING PLAN)
SINGLE SHEAR PLATECONNECTION(SEE DETAIL 1/S-541)
PL1/2x6x0'-7" WITH(4) 3/4" DIA A325 BOLTS
WF COLUMN(SEE COLUMN SCHEDULE)
PL1/2 TOP PLATEEXTENDED AS NECESSARYTO ACCOMODATE (4) 3/4" DIAA325 BOLTS AS INDICATED
1 1/2" 3" 2"
PL 1/2 STIFFENER PLATEBOTH SIDES OF COLUMN WEB.(SEE DETAIL 2/S-541)ALIGN WITH BEAM FLANGECONNECTION PLATE.
1/4
1/4
1/4
WF BEAM(SEE FRAMING PLAN)
SINGLE SHEAR PLATECONNECTION,EXTENDED CONFIGURATION(SIM TO DETAIL 1/S-541)
PL1/2 BOTTOM FLANGECONNECTION PLATE WITH(4) 3/4" DIA A325 BOLTS
WF COLUMN(SEE COLUMN SCHEDULE)
PL1/2 TOP PLATEEXTENDED AS NECESSARYTO ACCOMODATE (4) 3/4" DIAA325 BOLTS AS INDICATED
1 1/2" 3" 2"
STIFFENER PLATES FORMOMENT CONNECTIONIN TRANSVERSE DIRECTION.(SEE FRAMING PLAN AND DETAIL 7/541)
1/4
PL 1/2 STIFFENER PLATE.(SEE DETAIL 2/S-541)ALIGN WITH BEAM FLANGECONNECTION PLATE.
3/16
3/16TYP
HANGAR BUILDING GIRT (TYP)
CLIP ANGLE CONNECTION ACCEPTABLE AT CONTRACTOR'S OPTION.
L3x3x3/16 (2 PER FRAME)
6' -
0"
FIE
LD
VE
RIF
Y
EQUIPMENT SUPPLIER
COORDINATE WITH
3/16
3/16
3/16TYP
3/16TYP
L3x3x3/16
NOTE:VERIFY LOCATION, ELEVATION,AND ALL FRAME DIMENSIONSWITH EQUIPMENT SUPPLIERPRIOR TO FABRICATIONAND INSTALLATION.
SHEET NO.:
SHEET CONTENTS
DO NOT SCALE DRAWINGS
ISSUED
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
© CopyrightThis document, or any portion thereof, shallnot be duplicated, disclosed, or used on anyother project or extension of this projectexcept by written agreement with Mead &Hunt, Inc. Mead & Hunt shall not beresponsible for any unauthorized use of, oralteration to these documents.
Mead & Hunt, Inc.7900 West 78th St.
Suite 370Minneapolis, MN 55439phone: 952-941-5619
meadhunt.com
10
/4/2
01
3 4
:08
:30
PM
C:\R
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ocal\2
30
99
02
-130
07
5.0
1-A
S-C
en
tral_
454
mje
.rvt
S-541
STRUCTURALFRAMING DETAILS
Outa
gam
ie C
o. R
egio
nal A
irport
W6390 C
halle
nger
Drive
Apple
ton, W
isconsin
54914
AT
W C
orp
Hangar
Relo
cation
2309902-130075.01
MJE
ITN
September 13, 2013
ITN
2013
1 1/2" = 1'-0"2TYPICAL WF STIFFENER PLATE
1 1/2" = 1'-0"1
TYPICAL SINGLE PLATE
SHEAR FRAMING CONNECTION
1" = 1'-0"5TYPICAL COPING DETAIL
1 1/2" = 1'-0"4TYPICAL WF BEAM OVER WF COLUMN
1" = 1'-0"3ABI#1 - MEZZANINE DECK SUPPORT
1 1/2" = 1'-0"6
TYPICAL WF BEAM TO
HSS COLUMN MOMENT CONNECTION
1" = 1'-0"10
SCREEN WALL
SUPPORT COLUMN ANCHORAGE
1" = 1'-0"11
SCREEN WALL
SUPPORT COLUMN ANCHORAGE
1 1/2" = 1'-0"7
TYPICAL WF BEAM TO
WF COLUMN MOMENT CONNECTION
1 1/2" = 1'-0"8
TYPICAL WF BEAM TO
WF COLUMN MOMENT CONNECTION
1 1/2" = 1'-0"9
TYPICAL SUPPORT FRAME FOR
WALL-MOUNTED MECH EQUIPMENT
09.13.13 ISSUE FOR BID &PERMIT
2 10.07.13 ADDENDUM 002
2
2
2
2
(2) 3/4" DIA. A307THRU-BOLT (TYP.)AT 2" SPACING
SOLID SAWN TIMBERBRACE (SEE 10/TS-541)
ALL PLATES SHALL BE 3/8" THICKNESS AND WELDED TOGETHERWITH 1/4" FILLETS EACH SIDE.
WORKING POINT (WP)
3/4" DIA. A307THRU-BOLT
PL3/8x15x0'-7"BEARING PLATE
PL3/8x3 1/2x3 1/2"BEARING PLATE
2"
3"
± 33.3°
± 1
"2"
2"
1' - 3
"
3 1/2"
± 1
' - 2
5/8
"
PL3/8x3 1/2x0'-5" SIDEPLATES BOTH SIDES OFBEAM
SOLID SAWN TIMBERCOLUMN (SEE PLAN)
PL3/8x3 1/2x±0'-5 1/4"SIDE PLATE
3/4" DIA. A307 THRU-BOLT
SOLID SAWN TIMBERBRACE (SEE SECTION)
ALL PLATES SHALL BE 3/8" THICKNESS AND WELDED TOGETHERWITH 1/4" FILLETS EACH SIDE.
SOLID SAWN TIMBERFRAMING (SEE PLAN)
2" 3" 2"
5"
2"
3"
4"
9 7
/8"
3/4" DIA. A307THRU-BOLT
7"
PL3/8x7x0'-6 1/4"BEARING PLATE
PL3/8x3 1/2x0'-3 1/2"BEARING PLATE
3 1/2"
WORKING POINT(WP)
PL3/8x3 1/2" SIDE PLATE
PL3/8x7x5" SIDE PLATESBOTH SIDES OF BEAM
PL3/8x3 1/2x±0'-9 7/8" SIDEPLATES BOTH SIDES OF BEAM
3/4" DIA. A307THRU-BOLT
(3) 1/4" DIAMETER x 3 1/2"LONG GRK RSSSTRUCTURAL SCREWS(OR APPROVED EQUAL)EACH SIDE OF COL. AT 2"SPACING
SOLID SAWN TIMBERCOLUMN (SEE SECTION)
2"
3"
3"
6 1/2"
2"
4"
4"
3/4" DIA. A307THRU-BOLT
(2) 3/4" DIA. A307THRU-BOLT
2"2"
2"2"
4 3/8" 5 1/2" 4 3/8"
7 1/2"6 1/2"
ALL PLATES SHALL BE 3/8" THICKNESS AND WELDED TOGETHERWITH 1/4" FILLETS EACH SIDE.
SOLID SAWN TIMBERFRAMING (SEE PLAN)
2"
3"
2"
7 1/2"7 1/2"
8x8 SOLIDSAWN TIMBER
3/8" SIDE PLATES(DIV. 06)(GALV.)
1" CHAMFER
(2) 3/4" HEADEDANCHOR RODS.SEE 5/TS-531.(DIV. 06)(GALV.)
WORKING POINT (WP)
EQ EQ
FRONT SIDE
PL1/2x7 1/2x0'-7 1/2"BEARING PLATE(DIV. 06)(GALV.)
(4) 3/4" DIAMETERA307 THRU-BOLTS(DIV. 06)(GALV.)
2"
ALL PLATES WELDED TOGETHER WITH 3/16" FILLETS EACH SIDE.
1 1
/2"
3"
5 1
/2"
4"
2"
PL1/2x7 1/2x0'-9"BEARING PLATE(DIV. 06)(GALV.)
10 1
/2"
3"
3/4" DIA. A307THRU-BOLT
(3) 1/4" DIAMETER x3 1/2" LONG GRK RSSSTRUCTURAL SCREWS(OR APPROVED EQUAL)EACH SIDE OF COL. AT2" SPACING
SOLID SAWN TIMBERFRAMING (SEE PLAN)
3/4" DIA. A307THRU-BOLT
(2) 3/4" DIA. A307THRU-BOLT
ALL PLATES SHALL BE 3/8" THICKNESS AND WELDED TOGETHERWITH 1/4" FILLETS EACH SIDE.
2"
4"
4"
3"
2"
SOLID SAWN TIMBERCOLUMN (SEE SECTION)
2" 2"
4 3/8" 5 1/2" 4 3/8"
2" 2"
2"
3"
3"
6 1/2"
6 1/2"
MA
X.
2 1
/2"
7 1/2"
EQ EQ
7 1/2"
2"
8x8 SOLIDSAWN TIMBER
3/8" SIDE PLATE(DIV. 06)(GALV.)
1" CHAMFER
(2) 3/4" HEADEDANCHOR RODS.SEE 5/TS-531.(DIV. 06) (GALV.)
PL1/2x7 1/2x0'-9"BEARING PLATE(DIV. 06)(GALV.)
FRONT SIDE
ALL PLATES WELDED TOGETHER WITH 3/16" FILLETS EACH SIDE.
10
1/2
"4
"2
"
2"
1 1
/2"
3"
5 1
/2"
(4) 3/4" DIAMETERA307 THRU-BOLTS(DIV. 06)(GALV.)
PL1/2x7 1/2x0'-7 1/2"BEARING PLATE(DIV. 06)(GALV.)
3"
2' - 8"
8' -
11
"6
"8
"
FINISH FLOOR
WORKINGPOINT
EL. 100' - 0"
EQ
EQ
S-543
6
S-543
10
S-543
9
S-543
11
8x8 SOLID SAWN TIMBER(ALASKA CEDAR No. 1 ORBETTER)
4x4 SOLID SAWN TIMBER(ALASKA CEDAR No. 1 ORBETTER)
FINISH FLOOR
EL. 100' - 0"
8"
9' -
5"
S-543
8
S-543
7
8x8 SOLIDSAWN TIMBER(ALASKA CEDARNo. 1 OR BETTER)
0.10.2
1' - 0" 7' - 0" 1' - 0"
TY
PIC
AL
3' -
0"
TYP1' - 10"
4x4 SOLIDSAWN TIMBER(ALASKA CEDARNo. 1 OR BETTER)
5.15.2
ED
0.3
3S-543
6x10
6x10
7' -
0"
3' -
9"
4' - 1" 8' - 9" 5' - 2"
1' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 1' - 0"
8x8
( 1
09
' - 1
" )
8x8
( 1
09
' - 0
" )
3x8
SH
AP
ED
3x1
0
SH
AP
ED
3x8
SH
AP
ED
3x6
3x10
2' -
0"
2' -
0"
1' -
0"
7' -
0"
1' -
0"
0.2
0.1
4
S-543
ED
4.9
4' - 1" 8' - 9" 5' - 2"
1' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 1' - 0"
4' -
6"
7' -
0"
3S-543
2' -
0"
2' -
0"
1' -
0"
7' -
0"
1' -
0"
6x10
6x10
8x8
( 1
09
' - 1
" )
8x8
( 1
09
' - 0
" )
3x8
SH
AP
ED
3x1
0
SH
AP
ED
3x8
SH
AP
ED
3x6
3x10
5.1
5.2
4
S-543
8' - 9"
B.O. PIER
96' - 0"
FIRST FLOOR
100' - 0"
T.O. PIER
100' - 8"
B.O. TIMBER
109' - 5"
SHEET NO.:
SHEET CONTENTS
DO NOT SCALE DRAWINGS
ISSUED
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
© CopyrightThis document, or any portion thereof, shallnot be duplicated, disclosed, or used on anyother project or extension of this projectexcept by written agreement with Mead &Hunt, Inc. Mead & Hunt shall not beresponsible for any unauthorized use of, oralteration to these documents.
Mead & Hunt, Inc.7900 West 78th St.
Suite 370Minneapolis, MN 55439phone: 952-941-5619
meadhunt.com
10
/4/2
01
3 4
:07
:59
PM
C:\R
evit L
ocal\2
30
99
02
-130
07
5.0
1-A
S-C
en
tral_
454
mje
.rvt
S-543
STRUCTURALFRAMING DETAILS -ABI#5 & ABI#6
Outa
gam
ie C
o. R
egio
nal A
irport
W6390 C
halle
nger
Drive
Apple
ton, W
isconsin
54914
AT
W C
orp
Hangar
Relo
cation
2309902-130075.01
MJE
ITN
September 13, 2013
ITN
2013
1 1/2" = 1'-0"10CANOPY BRACE CONNECTION
1 1/2" = 1'-0"6CANOPY BRACE CONNECTION
1" = 1'-0"7CANOPY FRAMING CONNECTION
1" = 1'-0"11CANOPY COLUMN BASE
1" = 1'-0"9CANOPY FRAMING CONNECTION
1" = 1'-0"8CANOPY COLUMN BASE
3/8" = 1'-0"5CANOPY COLUMN SECTION
3/8" = 1'-0"4CANOPY COLUMN SECTION
NORTH
1/4" = 1'-0"1NORTH CANOPY FRAMING PLAN
0 842
NORTH
1/4" = 1'-0"2SOUTH CANOPY FRAMING PLAN
0 842
1/4" = 1'-0"3CANOPY FRAMING SECTION
09.13.13 ISSUE FOR BID &PERMIT
2 10.07.13 ADDENDUM 002
ALL INFORMATION ON THIS SHEET IS ABI#5 AND ABI#6:REFER TO SPECIFICATIONS SECTION 012300 - ALTERNATESFOR ADDITIONAL INFORMATION ON ALTERNATES.
2
2
22
22
2
22
22
2
2
BA
1
5
2
3
4
A.9
A.8A.6A.5A.4A.2
A.7A.3A.1 C ED
4.9
3.8
3.1
2.4
1.4
1.7
4.5
0.5
0.3
A.98A.82
1.1
2.5
ACP9' - 0"
ACP9' - 0"
ACP9' - 0"
ACP9' - 0"
ACP11' - 0"
ACP8' - 0"
ACP11' - 3"
VACP8' - 0"
VACP8' - 0"
VACP8' - 0"
VACP8' - 0"
VACP8' - 0"
VACP8' - 0"
ACP11' - 3"
113
HANGAR
112
LOBBY /RECEPTION
111
CONFERENCE
106
COMM.
107
WOMEN'S
105
MEN'S
108
HALLWAY
110
HALLWAY
104
ENTRY HALL
103
MECHANICAL
102
PILOT/FLIGHTPLANNING
101
SCHEDULING
100
VESTIBULE
118
STORAGE
117
OFFICE
114
UNISEX
115
SHOWER
0.2
0.1
5.1
5.2
ABI #14
ABI #14
ABI #14
2
2
1. ALTERNATES (ABI): REFER TO SPECIFICATIONS SECTION012300 – ALTERNATES FOR ADDITIONAL INFORMATION ONALTERNATES NOTED ON THIS SHEET.
ALTERNATE BID ITEMS
GENERAL NOTES:
SHEET NO.:
SHEET CONTENTS
DO NOT SCALE DRAWINGS
ISSUED
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
© CopyrightThis document, or any portion thereof, shallnot be duplicated, disclosed, or used on anyother project or extension of this projectexcept by written agreement with Mead &Hunt, Inc. Mead & Hunt shall not beresponsible for any unauthorized use of, oralteration to these documents.
Mead & Hunt, Inc.7900 West 78th St.
Suite 370Minneapolis, MN 55439phone: 952-941-5619
meadhunt.com
10
/4/2
01
3 4
:23
:31
PM
C:\R
evit L
oca
l\2
309
902
-130
075
.01
-AS
-Cen
tral_
16
13
sw
j.rv
t
A-721
REFLECTED CEILINGPLANS
Outa
gam
ie C
o. R
egio
nal A
irport
W6390 C
halle
nger
Drive
Apple
ton, W
isconsin
54914
AT
W C
orp
Hangar
Relo
cation
2309902-130075.01
NJD
THM
September 13, 2013
MLW
2013
NORTH
1/8" = 1'-0"1First Floor
09.13.13 ISSUE FOR BID &PERMIT
2 10.07.13 ADDENDUM 002
4.9
3.8
3.1
2.4
1.4
1.7
4.5
4.2
4.8
0.5
0.3
1.1
2.5
2.1
1.9
0.2
5.1
CB-1
TD-1
4" SAN
4" SAN4" SAN
4" SAN (12 DFU)
4" SAN (4 DFU)
2" SAN (3 DFU)
4" SAN DN FROM TD-14" SAN DN FROM TD-1
4" SAN DN FROM TD-1
4" SAN DN FROM FCO2" SAN-V
2" SAN-V
4" FROM FCO
4" FROM FCO
SEE CIVIL PLANS FOR CONTINUATION
4" FROM FCO
APPROX. IE = 94.5'
APPROX. IE = 95.83'
APPROX. IE = 96'-6"
APPROX. IE = 96'-6"
APPROX. IE = 96'-6"
4"
4"
4"
3"
3"
2"
3" SANDN FROM FCO
2" SANDN FROM LAV
3" SANDN FROM FD
1 1/2" SAN-V
4" SANDN FROM WC
4" SANDN FROM SR
4" SANDN FROM FCO
2" SAN-V
2" SANDN FROM LAV
3" SANDN FROM FD
3" SANDN FROM FCO
4" SANDN FROM WC
2" SAN-V
2" SANDN FROM FD
1 1/2" SAN-V
2" SANDN FROM LAV 3" SAN
DN FROM WC1 1/2" SAN-V
2" SANDN FROM SK-1
3" SANDN FROM LT
3" SANDN FROM FD
2" SANDN FROM HD
4" SAN
2" SANDN FROM FD
1 1/2" SAN-V
COLLECTION TANKINTERCEPTOR
3" SAN-V3" SAN-V
3" SAN-V
2" SAN-V2" SAN-V
SLEEVE (TYP)
APPROX. IE = 94.6'
APPROX. IE = 95.63'
APPROX. IE = 96.0'
4" SAN (66 DFU)
APPROX. IE = 95.46'
3" SANDN FROM 3"HD-1
3" CIRCUIT VENT
4" SAN (7 DFU)
1 1/2" SAN-V
(12 DFU)(25 DFU)
4" SAN (11 DFU)
4" SAN (47 DFU)
4" SAN (54 DFU)
APPROX. IE = 95.32'
1 1/2" SAN-V
2"
1 1/2"CIRCVENT
OI-1 (AB1 #15)
GENERAL NOTE
1. ALTERNATES (ABI): REFER TO SPECIFICATIONS SECTION012300 - ALTERNATES FOR ADDITIONALINFORMATION ON ALTERNATES NOTED ON THIS SHEET
SHEET NO.:
SHEET CONTENTS
DO NOT SCALE DRAWINGS
ISSUED
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
© CopyrightThis document, or any portion thereof, shallnot be duplicated, disclosed, or used on anyother project or extension of this projectexcept by written agreement with Mead &Hunt, Inc. Mead & Hunt shall not beresponsible for any unauthorized use of, oralteration to these documents.
Mead & Hunt, Inc.7900 West 78th St.
Suite 370Minneapolis, MN 55439phone: 952-941-5619
meadhunt.com
10
/7/2
01
3 1
0:1
8:4
2 A
MC
:\R
evit L
oca
l\23
09
90
2-1
30
07
5.0
1-M
EP
-Cen
tra
l-20
13
_1
53
5ca
h.r
vt
P-100
UNDERGROUNDDRAIN AND VENTPLUMBING PLAN
Outa
gam
ie C
o. R
egio
nal A
irport
W6390 C
halle
nger
Drive
Apple
ton, W
isconsin
54914
AT
W C
orp
Hanger
Relo
cation
ISSUE FOR BID
2309902-130075.01
CAH
MFP
September 13, 2013
CAH
NORTH
1/8" = 1'-0"1UNDERGROUND DRAIN AND VENT PLUMBING PLAN
09.13.13 ISSUE FOR BID &PERMIT
2 10.04.13 ADDENDUM 002
2
2
BA
1
5
2
3
4
A.9
A.8A.6A.5A.4A.2
A.7A.3A.1 C ED
4.9
3.8
3.1
2.4
1.4
1.7
4.5
4.2
4.8
0.5
0.3
A.98A.82
1.1
2.5
2.1
1.9
0.2
5.1
HANGAR
113
STORAGE
118
OFFICE
117
UNISEX
114
SHOWER
115
MEN'S
105
WOMEN'S
107
MECHANICAL
103
PILOT/FLIGHTPLANNING
102
SCHEDULING
101
VESTIBULE
100
OFFICE
109
HALLWAY
110
CONFERENCE
111
LOBBY /RECEPTION
112
4" FCO
4"FD-2
4" BCO
2"FD-1
3"FD-1 3"FD-1
4" FCO
3"2"
SH-1WC-1
L-1
WC-1
L-1 L-1
SR-1
SK-1
WC-1
4" FCO
4" FCO
TD-1TD-1
TD-1
3" SAN TO4" VTR
3" FCO3" FCO
2"HD
3"FD-1
ICE MAKER(BY OWNER)
3"
2" 3"
LT-1
1 1/2"
1 1/2"
2"
1 1/2" 2" 2"
1 1
/2"
2"
2"
1 1
/2"
1 1
/2"
2"FD-1
3"HD
3" SAN-VUP TO 4"VTR
3" SAN-VUP TO 4"VTR
3" SAN-VUP TO 4"VTR
3" SAN-VUP TO 4"VTR
1 1/2" SAN-V
2" SAN-V
2" SAN-V
2" WCO BELOW SINK
24"Ø, H-20 RATED COVER FOR OIL SEPARATOR
24"Ø, H-20 RATED COVER FOR OIL TANK
H-20 RATED GRATE FOR CB-1
2" SAN-VUP TO 4"VTR
CB-1
3"HD
ABI #2 ABI #2
ABI #2
GENERAL NOTE
1. ALTERNATES (ABI): REFER TO SPECIFICATIONS SECTION012300 - ALTERNATES FOR ADDITIONALINFORMATION ON ALTERNATES NOTED ON THIS SHEET
SHEET NO.:
SHEET CONTENTS
DO NOT SCALE DRAWINGS
ISSUED
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
© CopyrightThis document, or any portion thereof, shallnot be duplicated, disclosed, or used on anyother project or extension of this projectexcept by written agreement with Mead &Hunt, Inc. Mead & Hunt shall not beresponsible for any unauthorized use of, oralteration to these documents.
Mead & Hunt, Inc.7900 West 78th St.
Suite 370Minneapolis, MN 55439phone: 952-941-5619
meadhunt.com
10
/7/2
01
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P-101
ABOVE GROUNDDRAIN AND VENTPLUMBING PLAN
Outa
gam
ie C
o. R
egio
nal A
irport
W6390 C
halle
nger
Drive
Apple
ton, W
isconsin
54914
AT
W C
orp
Hanger
Relo
cation
ISSUE FOR BID
2309902-130075.01
CAH
MFP
September 13, 2013
CAH
NORTH
1/8" = 1'-0"1ABOVE GROUND DRAIN AND VENT PLUMBING PLAN
09.13.13 ISSUE FOR BID &PERMIT
2 10.04.13 ADDENDUM 002
2
2
M
TGB
BA
1
5
2
3
4
A.9
A.8A.6A.5A.4A.2
A.7A.3A.1 C ED
4.9
3.8
3.1
2.4
1.4
1.7
4.5
4.2
4.8
0.5
0.3
A.98A.82
1.1
2.5
2.1
1.9
0.2
5.1
HANGAR
113
VESTIBULE
100
SCHEDULING
101
PILOT/FLIGHTPLANNING
102
STORAGE
118
OFFICE
117
UNISEX
114
MECHANICAL
103
MEN'S
105
WOMEN'S
107
HALLWAY
110
OFFICE
109
CONFERENCE
111
LOBBY /RECEPTION
112
WH-1
WH-1
3/4
" H
W
1"
3/4"
1"
1 1/4"3/4"
2"
8"
TO FIRE PUMP
L-1WC-1
SR-1
WC-1WC-1
L-1L-1
SK-1
AC-1 (BY OWNER)BELOW STAIRS
3/4" ADN TO SHOP
3/4" ADN TO SHOP
1"
1"
3/4" A3/4" A
3/4" AHB-1
HB-1
3/4" 3/4"
1/2" DCW TO WB-1
1 1/2"
1" HW(13 WSFU)
3/4
"
SEE SITE UTILITY DRAWINGFOR CONTINUATION
LT-1
TP-1
GWH-1
HOLD PIPING TIGHT TO STRUCTURE
HOLD PIPING TIGHT TO STRUCTURE
ICE MAKER(BY OWNER)
3/4" A
1/2" CW TOCOFFEEMAKER
1/2" CW TOREFRIGERATOR
1/2" HWTO DW
3/4
"
1/2" CW TOHD'S AND FD'S
HOLD PIPING TIGHT TO STRUCTURE
4" COMBUSTION AIRFLUE UTR, TERMINATEWITH SCREEN
4" COMBUSTION AIR INTAKEUTR, TERMINATE WITHGOOSENECK AND SCREEN
3/4" A3/4" A
1"
1 1
/2"
A
3/4" A
1/2" HWCP-1
ET-1
3/4" CW(3.5 WSFU)
(4 WSFU)
1" CW (7.5 WSFU)
1" CW(12.5 WSFU)
1" CW(18.5 WSFU)
1 1/4" CW(24 WSFU)
1 1/2" CW(31.5 WSFU)
3/4" CW(5.5 WSFU)
1 1/2" CW(37 WSFU)
BALANCETO 2 GPM
1/2
" H
WR
(3 WSFU)
3/4" HW(7.5 WSFU)
1" HW(10 WSFU)
ABI #16
ABI #16ABI #17
ABI #17ABI #17
ABI #17ABI #17
ABI #17
1" A BLOWDOWN
PIT
CH
PIT
CHPITCH
1" A BLOWDOWN
PIT
CH
1/2" CW FOR FUTURECOFFEE MAKER
GENERAL NOTE
1. ALTERNATES (ABI): REFER TO SPECIFICATIONS SECTION012300 - ALTERNATES FOR ADDITIONALINFORMATION ON ALTERNATES NOTED ON THIS SHEET
SHEET NO.:
SHEET CONTENTS
DO NOT SCALE DRAWINGS
ISSUED
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
© CopyrightThis document, or any portion thereof, shallnot be duplicated, disclosed, or used on anyother project or extension of this projectexcept by written agreement with Mead &Hunt, Inc. Mead & Hunt shall not beresponsible for any unauthorized use of, oralteration to these documents.
Mead & Hunt, Inc.7900 West 78th St.
Suite 370Minneapolis, MN 55439phone: 952-941-5619
meadhunt.com
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P-131
FLOOR PLAN -SUPPLY
Outa
gam
ie C
o. R
egio
nal A
irport
W6390 C
halle
nger
Drive
Apple
ton, W
isconsin
54914
AT
W C
orp
Hanger
Relo
cation
ISSUE FOR BID
2309902-130075.01
CAH
MFP
September 13, 2013
CAH
NORTH
1/8" = 1'-0"1FLOOR PLAN - SUPPLY
09.13.13 ISSUE FOR BID &PERMIT
1 09.27.13 ADDENDUM 001
2 10.04.13 ADDENDUM 002
2
2
2
2
2
22
2
2
2
2
2
IN-LINE CIRCULATINGPUMP (WITH STRAINER)
2NO SCALE
4'-0"
(STATE CODE MIN.)
INSULATED PIPE SUPPORTS16
NO SCALE
SEALED COMBUSTIONGAS WATER HEATER - TANK TYPE
15NO SCALE
OIL INTERCEPTOR (OI-1) - ALTERNATE #154
NO SCALE
COMPRESSED AIR DROP17
NO SCALE
AIR BLOWDOWN (AB)18
NO SCALE
HOSE BIBB (HB-1)19
NO SCALE
BALANCEVALVE
CHECK VALVE
PRESSUREGAUGE
STRAINER WITHBLOWDOWN VALVEAND NIPPLE
NOTES:
SUPPORT PUMP INDEPENDANTLY FROM PIPING
SHUT-OFFVALVE (TYP)
REDUCER-WHEREREQUIRED(TYP)
UNION (TYP)VERTICALCIRCULATING PUMP 1
1
HOTWATER
COLDWATER
4" CONCRETE PAD
FINISHEDFLOOR
COMBUSTION AIR PIPES. SIZE,MATERIAL, AND ROUTING TOEXTERIOR IAW WATER HEATERMANUFACTURER'SLITERATURE.
GASWATERHEATER
T & P RELIEFVALVE. EXTENT TO6" AFF.PVC INDIRECT
CONDENSATEDRAIN. SIZE IAWWATER HEATERMANUFACTURER'SLITERATURE.ROUTE TO DRAIN.
ET-1HOTWATER RETURN
1
1
NOTES:
1. CASING PIPE NOT REQUIRED
WHERE "D" IS MORE THAN 2TIMES DIAMETER OF PIPE AND18" MIN.
FLOOR
ABOVE GROUND:
SUPPORT AT THIS POINT
TO IN-FLOORDRAIN
TRAP
UNDERGROUND:2" MIN.
WITHOUT CONCRETE TOPPING
FINISHED FLOOR
WITH CONCRETE TOPPING
CONCRETE TOPPING
1/2" TO 1"CLEARANCEALL SIDES
PIPE INSULATION
AND JACKETING
WHERE CALLED FOR
ESCUTCHEON
WHERE SPECIFIED
INTERIOR WALL
WALL SLEEVE, OF
SPECIFIED MATERIAL
TIGHTLY CAULK WITH
SILICONE SEALANT
FOR MIN. 2" EACH END
PIPE - MUST BEFREE OF STRAIN
TIGHTLY PACKED WITH
FOAMED-IN-PLACE
INSULATION
PLUMBINGVENT STACK
ROOFING
INCREASER WHENREQUIRED
ROOF CONSTRUCTION
SLEEVE ROOFCONSTRUCTIONAS REQUIRED
VENT STACK
12"
MIN
.
CONCRETE
FLOOR CONCRETE
FLOOR
EXTEND WATERPROOFING
MEMBRANE INTO SEEPAGEPAN & SECURE WITH
CLAMPING COLLAR.
WATERPROOFINGMEMBRANE. EXTEND
MIN. 12" FROM DRAIN
IN ALL DIRECTIONS
TO TRAP
ABOVEGROUND:
PROVIDE UNDER
SLAB INSTALLATIONS
OF 5" OR LESS
CASING ENDSEAL (TYP.)
"D"
EXTEND CASING
BEYOND FOOTING
BEARING REGION
FOOTING BEARING REGION
PIPE
FOUNDATION WALL
BOTTOM OF FOOTING
TOP OF FOOTING
2" MIN.
PIPE
PENETRATION IAW
SPECIFICATIONS
FOUNDATION WALL
VENT THRU ROOF (VTR)8
NO SCALE
FLOOR DRAIN - CAST IN PLACE1
NO SCALE
WALL PENETRATION (TYP)9
NO SCALE
PIPE UNDER FOOTING6
NO SCALE
PIPE THRU FOUNDATION WALL5
NO SCALE
TRAP3
NO SCALE
NON-FIRE RATED
45°MAX.
DRAIN PIPE
REDUCING LONG
SWEEP Y- FITTING
UNDERGROUND VENT-SIZE AS INDICATED
ON DRAWINGS
PITCH MINIMUM
1/8"/FOOT
TO VENT ABOVE FLOOR
FINISHED FLOOR
(BY OTHERS)
UNDERGROUND VENT SECTION10
NO SCALE
STAINLESS STEEL COVER PLATEWITH SECURING SCREW
FINISHED FLOOR
UNDERGROUND PIPING
28"-
60"
FINISHED WALL SURFACE
MECHANICAL CONNECTOR
(IF REQUIRED)
CLEANOUT TEE
WALL CLEANOUT (WCO)11
NO SCALE
DECK CLAMP ON THIN
M
NC
ELEVATION VIEW
BPD
4" MIN.
PLAN VIEW
BPD
BPD
*DRAIN
4" 4"
2"-3"
<2"
3"
2"
ON
AS
SE
-1013
ON
LY
4" MIN.4" MIN.
(ASSE 1019)FREEZELESS WALL HYDRANT.
4" MIN.
3/4" CW SUPPLY
2'-4"
MIN
.2
'-10
" M
AX
.
FINISHED FLOOR
FINISHED GRADE/FLOOR
PIPE SUPPORT
LOCKABLE WALL BOX.
WATER SERVICE
*FLOOR/HUB DRAIN
PITCHED DRAIN
AIR GAP FITTING
FINISHED FLOOR
LOW POINT
HIGH POINT
ISOLATION VALVE
OBSTRUCTIONS
VALVE HANDLE SIDE24" MIN.
12" - 84"
18" MIN.
MAIN
WATER METER PIPING13
NO SCALE
WALL HYDRANT (WH-1)
ASSE-1013 AND ASSE-1015 BPD14
NO SCALE
HOSE BIB
PRESSURE GAGE
12NO SCALE
3'-0" MAX. TOISOLATION VALVE
1 1/2"
BYPASSMAIN
1 1/4"
2" 1 1/2"
3" 2 1/2"
4" 3"
5" 4"
6" 5"
8" 6"
10" 8"
WATER METER
THREADED ROD
PIPE DIAMETER LONGITUDINAL SHIELD LENGTH
UP TO 3"
4"
6"
8" & LARGER *
21"
15"
12"
CLEVIS TYPE HANGER
INSULATION
UNISTRUT HANGER
CLAMP
SHEET METALINSULATION SHIELD (18GAUGE) ORMANUFACTURED HANGERSHIELD PERSPECIFICATIONS
* INCOMPRESSIBLEINSULATING BLOCK ATHANGER WITH 24" SHIELD.
DOUBLELOCK NUT
INSTALL RUBBER GASKETBETWEEN CLAMP AND PIPE (TOPREVENT DIELECTRICCORROSION AND THERMALBREAK.).
TRAP PRIMERCONNECTION
OIL INTERCEPTORINLET OUTLET
'2-0"MAX.
SANITARYSEWER3" MIN. ID
NOTE:
1. VENTS SHOWN MUST TERMINATE INDEPENDENTLY/ CODE.
2. VENT PER STATE CODES & MANUFACTURES REQUIREMENT.
CATCH BASIN7
NO SCALE
TO FIRE PUMPCA
CEILING
COMPRESSED AIR MAIN
SHUT-OFF VALVE
PRESSURE REGULATING VALVE
COALESCING FILTER
QUICK CONNECT
FINISHED FLOOR SLAB
42"
PRE-FILTER (OIL/WATER/PARTICULET)
WITH PRESSURE GAUGE.
REMOVAL.)
6" DIRT LEG.
1/4" DRAIN VALVE ATBOTTOM OF DIRTLEG.
FINISHED FLOOR
NIPPLE
SHUT-OFFVALVE
WATER LEG, MINIMUM2" DIA. BY 12" LONG
CLAMPS AND BRACKETS-MIN1" OFFSET FROM WALL
WALL OR COLUMN
COMPRESSED AIR PIPE -SEE PLANS FOR SIZE
OUTLET
3'-0" DIA.
2'-0"
6'-0"
MIN
.
2" MIN.
VENT
6" WATERTRAP SEAL
CLEANOUT
PROVIDE AND INSTALL HEAVYDUTY FRAME & OPEN GRATE
COVER, H-20 RATED. TRENCH DRAIN,
SEE STRUCTURAL
VENT
WATTS NO. 8AWATTS NO. 8PWITH 3/4" HT.
HOSE BIBB(HB-1)
BALL VALVE
UNISTRUT -WHEREPIPE IS EXPOSED
PIPE CLAMPS W/RUBBERPIPE CUSHION BETWEENPIPE & CLAMP
PROVIDE PIPE FLANGEON HOSE BIBB WHENPIPE IS CONCEALED INWALL
3/4" NPT
SHEET NO.:
SHEET CONTENTS
DO NOT SCALE DRAWINGS
ISSUED
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
© CopyrightThis document, or any portion thereof, shallnot be duplicated, disclosed, or used on anyother project or extension of this projectexcept by written agreement with Mead &Hunt, Inc. Mead & Hunt shall not beresponsible for any unauthorized use of, oralteration to these documents.
Mead & Hunt, Inc.7900 West 78th St.
Suite 370Minneapolis, MN 55439phone: 952-941-5619
meadhunt.com
10
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P-501
PLUMBING DETAILS
Outa
gam
ie C
o. R
egio
nal A
irport
W6390 C
halle
nger
Drive
Apple
ton, W
isconsin
54914
AT
W C
orp
Hanger
Relo
cation
ISSUE FOR BID
2309902-130075.01
CAH
MFP
September 13, 2013
CAH
09.13.13 ISSUE FOR BID &PERMIT
2 10.04.13 ADDENDUM 002
2
PLUMBING FIXTURE SCHEDULE (1)
ELECTRICAL
MARK EQUIPMENT TYPE MANUFACTURER, MODEL NUMBER DESCRIPTION SUMMARY (VOLT / PH) (FLA) REMARKS
L-1(ADA)
LAVATORY BOWL ( INTEGRAL IN VANITY) SEE ARCHITECTURAL PLANS SEE ARCHITECTURAL PLANS N/A N/A (4)
LAVATORY FAUCET MOAN (COMMERCIAL) MODEL 8416F05
ADA SINGLE LEVER SOLID BRASS CONSTRUCTION, CHROME LAVATORY FAUCET, 0.5 GPM FLOW AERATOR,TEMPERATURE LIMIT STOP, CERAMIC DISC CARTRIDGE, OFFSET GRID STRAINER DRAIN, LESS POP UP.THERMOSTATIC MIXING VALVE, AND SUPPLYS, PROVIDE ALL COMPONENTS FOR COMPLETE AND PROPEROPERATION OF FIXTURE.
N/A N/A
WC-1 (ADA)WATER CLOSET BOWL KOHLER, K-3609 ADA. FLOOR MOUNT, BOTTOM OUTLET, 1.28 GPF. VITREOUS CHINA. N/A N/A
SEAT KOHLER, K-4670-CA ELONGATED OPEN FRONT SEAT WITH ANTI-MICROBIAL AGENT AND WITHOUT COVER. N/A N/A
SH-1(ADA)
SHOWER (ADA) FIELD BUILT SEE ARCHITECTURAL PLANS SEE ARCHITECTURAL PLANS N/A N/A
SHOWER MIXING VALVESYMMONS SAFETYMIX SHOWER VALVE: MODEL -4-500-X-3/4
PRESSURE BALANCING SHOWER VALVE WITH INTEGRAL CHECK/SERVICE STOPS, AND ALL COMPONENTSFOR COMPLETE OPERATION.
N/A N/A
SHOWER HEAD LEONARD MODEL 515P(G)-30WALL MOUNTED 1.5 GPM HAND SHOWER FITTING, CHROME PLATED SOLID BRASS CONSTRUCTION, 1/2"THREADED INLET, 30" WALL BAR W/ ADJUSTABLE HAND HELD SHOWER HEAD WITH WHITE VINYL HOSE,SUPPLY ELBOW AND FLANGE, AND STATE APPROVED BACK FLOW PREVENTER (ASSE 1014).
N/A N/A
FD-1 FLOOR DRAIN (PUBLIC AND STAFF AREA'S) ZURN Z-415-B-VPCAST IRON BODY, COMBINATION INVERTIBLE MEMBRANE CLAMP, ADJUSTABLE COLLAR WITH HEEL PROOFPOLISHED NICKEL BRONZE STRAINER, TRAP PRIMER CONNECTION AND VANDAL PROOF TOP.
N/A N/A
FD-2 FLOOR DRAIN (MECH. AND MAINT. AREA'S) ZURN Z-556-Y-VPCAST IRON BODY, 9" DIAMETER TOP DRAIN, COMBINATION MEMBRANE FLASHING CLAMP AND FRAME FORHEAVY DUTY CAST IRON DEEP FLANGE, SLOTTED GRATE, TRAP PRIMER CONNECTION AND SEDIMENTBUCKET.
N/A N/A
SK-1
SINK BOWL (ADA) ELKAY LRAD2219SINGLE BASIN, 18 GUAGE STAINLESS STEEL, COUNTERTOP MOUNT. 6" DEPTH. PROVIDE CHROME PLATEDCAST BRASS "P" TRAP, TAIL PIECE, LOOSE KEY ANGLE STOPS WITH SHIELD CAPS, SUPPLIES ANDESCUTCHEON PLATES ON SUPPLIES AND DRAIN PIPES.
N/A N/A (4)
SINK FAUCET MOEN: MODEL 8225SMF1.5DECK MOUNTED, ADA COMPLIANT, CHROME PLATED, HEAVY DUTY RIGID/SWING GOOSENECK KITCHENFAUCET WITH WRIST BLADE INDEXED HANDLES AND 1.5 GPM AERATOR.
N/A N/A
SR-1
SERVICE RECEPTOR BOWL MUSTEE 63MFLOOR MOUNTED, GLASS-REINFORCED MOLDED POLYESTER, 24"X24"X10" WITH 3" DRAIN, STAINLESS STEELSTRAINER AND RIM GUARDS.
N/A N/A
SINK FAUCET CHICAGO FAUCETS - 911-IS SERVICE SINK FAUCET WITH ELEVATED VAUUM BREAKER. N/A N/A
LT-1
LAUNDRY TUB MUSTEE 19W WALL MOUNTED, THERMOPLASTIC RESIN, 34"X20"X24" WITH 1 1/2" DRAIN, HEAVY GAUGE STEEL LEGS. N/A N/A
FAUCET CHICAGO FAUCETS - 891-CP DECK MOUNTED, CHROME PLATED, SWING SPOUT WITH 369 LEVER HANDLES AND E3 AERATOR. N/A N/A
HB-1 HOSE BIBB WOODFORD MODEL 24 STANDARD CHROME FINISH, WITH ASSE 1011 VACUUM BREAKER N/A N/A
CB-1 CATCH BASIN SEE DETAILS AND SPECIFICATION PLUMBING CONTRACTOR TO PROVIDE AND INSTALL N/A N/A
OI-1 OIL INTERCEPTOR (PROVIDE AS ALTERNATE) SCHIER OS-50, OCT-50HEAVY DUTY POLYETHYLENE OIL SEPARATOR, 52 GAL HOLDING CAPACITY AND HEAVY DUTYPOLYETHYLENE OIL COLLECTION TANK, 52 GAL HOLDING CAPACITY.
N/A N/A
TD-1 TRENCH DRAIN BY OTHERS (SEE STRUCTURAL DRAWINGS) PLUMBING CONTRACTOR TO MAKE CONNECTIONS AND EXTEND PIPING TO CB. N/A N/A
TP-1 TRAP PRIMERPRECISION PLUMBING PRIME TIME ELECTRONICTRAP PRIMING MANIFOLD, MODEL PT-8
EXTEND TRAP PRIMER PIPING TO ALL HUB AND FLOOR DRAINS IN JANITORS CLOSETS, MECHANICAL ROOMSAND REST ROOMS
120/1 33A
WB-1 WALL BOX (ICE MACHINE) GUY GREY, SERIES FR12 ICE MACHINE CONNECTION WALL BOX WITH INTEGRAL WATER HAMMER ARRESTOR. N/A N/A
AC-1 AIR COMPRESSOR PROVIDED BY OWNER
WH-1 WALL HYDRANT ZURN, Z1321-CPOLISHED NICKEL BRONZE, COMBINATION INLET, WITH INTEGRAL BACKFLOW PREVENTOR AND OPERATINGKEY.
N/A N/A
REMARKS:
(1) SEE SPECIFICATIONS
(2) DISCONNECT INCLUDED
(3) OWNER FURNISHED, CONTRACTOR INSTALLED
(4) EXPOSED PIPING TO BE CHROME PLATED
(5) FINISH AND COLOR BY ARCHITECT
GAS WATER HEATER (GWH) SCHEDULE
STORAGECAPACITY
THERMALEFFICIENCY
EMPTY OPER.WATEROUTLET
TEMP
PIPE SIZE (IN) FLUE SIZE (IN)
INPUT ELECTRICAL WEIGHT WEIGHT DEGREE RISE RECOVERY
MARK MFR, MODEL NUMBER TYPE (GAL) FUEL (BTUH) (%) (VOLT/PH) (FLA) (LBS) (LBS) (FAHRENHEIT) (GAL/HOUR) (FAHRENHEIT) CW HW INTAKE EXHAUST LOCATION REMARKS
GWH-1 A.O. SMITH, BTH-120A TANK 60 GAS 120,000 95.0 115/1 5 490 991 80 138 120 0.75 0.75 3 3 MECH ROOM (1)
TYPE
REMARKS: TANK STORAGE TANK
(1) FLUE LENGTH AND SIZE PER MANUFACTURER'S WRITTEN RECOMMENDATIONS INST INSTANTANEOUS
28.0
68.0
10.0
1.5
150.0
2.0 1
5.20
25.0
2
0.0
230.0
ATW Hangar Relocation
2309902-130075.01
WATER CALCULATION WORKSHEET
Project:
Information Needed for Water Sizing. Project #
1. gpm. Demand of building in gallons per minute.
2. psi. Low pressure at main in street (or at external pressure tank).
3. ft. Difference in elevation from main to meter (or external pressure tank to building
control valve).
4. in. Size of water meter (if applicable).
5. ft. Developed length from main to meter (or external pressure tank to building
control valve).
You Must First Find the Available Pressure After the Water Meter
(or at building control valve). To obtain this pressure, you must:
6. 0.65 psi. Find pressure loss due to friction in inch water service. ft./100ft.
7. 4.34 psi. Find pressure loss due to elevation, main to meter (or external pressure tank to
building control valve). (difference in elevation)
10.0 x .434 psi/ft.
8. psi. Find pressure loss due to meter. (from manufacturer or AWWA).
9. 57.8 psi. Subtract the loss due to friction (step 6), loss due to elevation (step 7), and loss
due to meter (step 8) from the low main pressure ( or low pressure at external
pressure tank). This calculation is the available pressure after the water meter ( or
at the building control valve). This answer is entered in Line B, below.
Information Needed for Water Distribution Sizing
Using the following formula, find the pressure available for uniform loss ( psi / 100' of pipe).
A = B - ( C + D + E ) x 100
F
WHERE:
A. 9.26 psi. Pressure available for uniform loss (psi / 100 ft. of pipe).
B. 57.81 psi. Available pressure after water meter ( at the building control valve or low pressure
at internal pressure tank). ( see item 9, above).
C. psi. Pressure needed at controlling fixture.
D. 0.87 psi. Difference in elevation between water meter ( building control valve or internal
pressure tank) and controlling fixture in feet
ft.
E. psi. Pressure loss due to water softeners, water treatment devices, instantaneous
water heaters and backflow preventers. Conventional water heaters usually do not
have a pressure loss.
F. 345.0 ft. Developed length from water meter ( building control valve or internal pressure
tank) to controlling fixture in feet x 1.5.
With Pressure available for uniform loss, go to applicable table for distribution sizing.
PUMP SCHEDULE (1)FLOW MOTOR PUMP MAX. FLUID FLANGE SIZE AUTO
SYSTEM RATE TDH VOLTS/ F.L. EFF. TEMP. SUCTION DISCHARGE PUMP WEIGHT
MARK MFR, MODEL NUMBER TYPE SERVED (GPM) (FT) HP WATTS RPM PHASE AMPS (%) (F) (IN) (IN) CONTROL (LBS) LOCATION REMARKS
CP-1 BELL & GOSSETT NRF-9 IC GWH-1 2 6 .05 37 2,800 115 / 1 0.3 N/A 120 3/4 3/4 YES 9 (2,3)
TYPEREMARKS:
IC IN-LINE CIRCULATOR(1) SEE GENERAL NOTES P-001
VT VERTICAL TURBINE(2) LEAD-FREE BRONZE OR STAINLESS STEEL BODY
CCES CLOSE COUPLED END SUCTION(3) PROVIDE THERMOSTATIC PUMP CONTROL.
FMES FRAME MOUNTED END SUCTION
DS DOUBLE SUCTION
EXPANSION TANK (ET) SCHEDULE (1)
MINIMAL DIMENSIONS AIR
TANK ACCEPTANCE SYSTEM CHARGE EMPTY OPER.
VOLUME VOLUME DIA. LENGTH CONNECTION PRESSURE WEIGHT WEIGHT
MARK MANUFACTURER, MODEL NUMBER SYSTEM (GAL) (GAL) (MAX.) (IN) (IN) (IN) (PSIG) (LBS) (LBS) LOCATION REMARKS
ET-1 WATTS, DETA-12 EWH-1 5.0 3.1 12 14 0.75 40 28 53 WATER ROOM ASME RATED
REMARKS:
(1) SEE GENERAL NOTES P-001
WATER ROOM
SHEET NO.:
SHEET CONTENTS
DO NOT SCALE DRAWINGS
ISSUED
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
© CopyrightThis document, or any portion thereof, shallnot be duplicated, disclosed, or used on anyother project or extension of this projectexcept by written agreement with Mead &Hunt, Inc. Mead & Hunt shall not beresponsible for any unauthorized use of, oralteration to these documents.
Mead & Hunt, Inc.7900 West 78th St.
Suite 370Minneapolis, MN 55439phone: 952-941-5619
meadhunt.com
10
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P-601
PLUMBINGSHCEDULES
Outa
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egio
nal A
irport
W6390 C
halle
nger
Drive
Apple
ton, W
isconsin
54914
AT
W C
orp
Hanger
Relo
cation
ISSUE FOR BID
2309902-130075.01
CAH
MFP
September 13, 2013
CAH
09.13.13 ISSUE FOR BID &PERMIT
2 10.04.13 ADDENDUM 002
2
S
S3
ST
SLV
SWBK
TC
PE
OC x
OS x
DS
LCPx
A
S
M
K
N
C
L
Y
E
DL
P
CXX
S
S
B
S
S
H
S
H
TS
RTS/I
FS
MM
CM
IM
KNOX
FSS
FAAP
FACP
ID
IM
IC
DB
B
TV
RCV
AP
W
COM
FO
TGB
TSE
PB
TABLE - MINIMUM WIRE SIZE 120V 1PH
MAXIMUM
CIRCUIT
AMPACITY
MAXIMUM BRANCH CIRCUIT LENGTH
<65' <100' <160' <250' >250'
20A 12 10 8 6 4
30A 10 8 6 4 2
50A 8 6 4 2 1 / 0
65A 6 4 2 1 / 0 3 / 0
85A 4 3 1 3 / 0 4 / 0
NOTE:1. THE WIRE SIZES SHOW IN THIS TABLE ARE THEMINIMUM SIZE UNLESS A LARGER SIZE IS EXPLICITLYSHOWN ELSEWHERE.
TABLE - MINIMUM WIRE SIZE 208V AND 240V 1PH
MAXIMUM
CIRCUIT
AMPACITY
MAXIMUM BRANCH CIRCUIT LENGTH
<115' <175' <280' <430' >430'
20A 12 10 8 6 4
30A 10 8 6 4 2
50A 8 6 4 2 1 / 0
65A 6 4 2 1 / 0 3 / 0
85A 4 3 1 3 / 0 4 / 0
NOTE:1. THE WIRE SIZES SHOW IN THIS TABLE ARE THEMINIMUM SIZE UNLESS A LARGER SIZE IS EXPLICITLYSHOWN ELSEWHERE.
TABLE - MINIMUM WIRE SIZE 208V AND 240V 3PH
MAXIMUM
CIRCUIT
AMPACITY
MAXIMUM BRANCH CIRCUIT LENGTH
<130' <205' <320' <500' >500'
20A 12 10 8 6 4
30A 10 8 6 4 2
50A 8 6 4 2 1 / 0
65A 6 4 2 1 / 0 3 / 0
85A 4 3 1 3 / 0 4 / 0
NOTE:1. THE WIRE SIZES SHOW IN THIS TABLE ARE THEMINIMUM SIZE UNLESS A LARGER SIZE IS EXPLICITLYSHOWN ELSEWHERE.
TABLE - MINIMUM WIRE SIZE 277V 1PH
MAXIMUM
CIRCUIT
AMPACITY
MAXIMUM BRANCH CIRCUIT LENGTH
<150' <235' <370' <580' >580'
20A 12 10 8 6 4
30A 10 8 6 4 2
50A 8 6 4 2 1 / 0
65A 6 4 2 1 / 0 3 / 0
85A 4 3 1 3 / 0 4 / 0
NOTE:1. THE WIRE SIZES SHOW IN THIS TABLE ARE THEMINIMUM SIZE UNLESS A LARGER SIZE IS EXPLICITLYSHOWN ELSEWHERE.
TABLE - MINIMUM WIRE SIZE 480V 3PH
MAXIMUM
CIRCUIT
AMPACITY
MAXIMUM BRANCH CIRCUIT LENGTH
<305' <475' <740' <1150' >1150'
20A 12 10 8 6 4
30A 10 8 6 4 2
50A 8 6 4 2 1 / 0
65A 6 4 2 1 / 0 3 / 0
85A 4 3 1 3 / 0 4 / 0
NOTE:1. THE WIRE SIZES SHOW IN THIS TABLE ARE THEMINIMUM SIZE UNLESS A LARGER SIZE IS EXPLICITLYSHOWN ELSEWHERE.
MOTOR AND EQUIPMENTCONNECTION SYMBOLS
1 PHASE MOTOR CONNECTION
EQUIPMENT CONNECTION
SERVICE AND DISTRIBUTION SYMBOLS
RECEPTACLE SYMBOLS
3 PHASE MOTOR CONNECTION
SPECIFICATION GRADE DUPLEX RECEPTACLE
SPECIFICATION GRADE WEATHERPROOF DUPLEX RECEPTACLE
SPECIFICATION GRADE QUADRUPLEX RECEPTACLE
SPECIFICATION GRADE GROUND FAULT INTERRUPTERDUPLEX RECEPTACLE
SPECIFICATION GRADE SPECIAL PURPOSE RECEPTACLE,SIZE AND TYPE ON DRAWING
SPECIFICATION GRADE FLOOR MOUNTED DUPLEX RECEPTACLE
WP
GFCI
DISCONNECT SWITCH
FUSED DISCONNECT SWITCH
GENERAL LIGHTING AND POWER PANELBOARD120/208V-3PH OR 120/240V-1PH
GENERAL LIGHTING AND POWER PANELBOARD277/480V-3PH
DISTRIBUTION PANELBOARD240V-3PH, 480V-3PH, OR 277/480V-3PH
ELECTRIC METERM
SWITCH SYMBOLS
LOW VOLTAGE SWITCH
SPECIFICATION GRADE 3-WAY SWITCH
TIMER SWITCH
SPECIFICATION GRADE SINGLE POLE SWITCH
LIGHTING CONTROL SYMBOLS
OCCUPANCY SENSOR WALL MOUNT(x REPRESENTS SCHEDULE DESIGNATION)
PHOTO-EYE
OCCUPANCY SENSOR CEILING MOUNT(x REPRESENTS SCHEDULE DESIGNATION)
DAYLIGHT SENSOR
ELECTRONIC TIME CLOCK
SWITCHBANK (LOW VOLTAGE SWITCHES)
LIGHTING CONTROL PANEL(x REPRESENTS PANEL DESIGNATION)
LIGHTING FIXTURE SYMBOLS
#
#
SURFACE OR STEM MOUNTED LINEAR FIXTURE
WALL BRACKET MOUNTED LINEAR FIXTURE
WALL MOUNTED EXIT FIXTURE (FRONT SIDED)
#
#
RECESSED 2x4 FIXTURE
RECESSED 2x2 FIXTURE
# RECESSED FIXTURE
RACEWAY SYMBOLS
UNDERGROUND CONDUIT
SURFACE MOUNTED CONDUIT
CONCEALED CONDUIT IN CEILING OR WALL
WIREWAY, SIZE AND TYPEAS INDICATED ON DRAWINGS
CARDREADER
KEY PAD
MAGNETIC LOCK
KEY SHUNT
CARDREADER-PINPAD
MOTION DETECTOR
STATUS SENSOR / MONITOR
AUDIBLE ALARM
ELECTRIC STRIKE
DELAY EGRESS SYSTEM
ABBREVIATIONSF FIXEDPTZ PAN-TILT-ZOOM
V VANDAL-RESISTANTE ENVIRONMENTAL CONFIG (WEATHERPROOF, HEATER, FAN)
VIDEO SURVEILLANCE CAMERA
##
DIRECTION OF VIEW.# = APPROX. ANGLEOF VIEW CAMERA TYPE (PTZ OR FIXED)
CAMERA NUMBER
XVM VIDEO MONITORING LOCATION;
"X" DESIGNATES LOCATION IF MORE THAN 1
ACCESS CONTROL SYSTEM SYMBOLS VIDEO SURVEILLANCE SYMBOLS
PUSH BUTTON
ACCESS CONTROL AND VIDEO SURVEILLANCE SYSTEMS NOTE: SYMBOLS ABOVE ARE INDICATED FOR REFERENCE ONLY.
ALL ACCESS CONTROL AND VIDEO SURVEILLANCE SYSTEM DEVICES AND WIRING WILL BE FURNISHED AND INSTALLED BY OWNER.
SCOPE OF WORK FOR THIS PROJECT INCLUDES INSTALLATION OF RACEWAYS AND PATHWAYS ONLY.
FIRE ALARM CONTROL PANEL
FIRE ALARM SYSTEM SYMBOLS
FIRE ALARM PULL STATION
FIRE ALARM ANNUNCIATOR PANEL
FIRE ALARM HORN
SUPERVISED FIRE ALARM HORN LOUDSPEAKER
NEW CONTROL MODULE
FIRE ALARM SPEAKER
FIRE ALARM HORN/STROBE, (##) IS CANDELA RATING
FIRE ALARM SPEAKER/STROBE, (##) IS CANDELA RATING
FIRE ALARM STROBE, (##) IS CANDELA RATING
FIRE ALARM BELL
INTELLIGENT PHOTOELECTRIC SMOKE DETECTOR
##
##
##
CEILING MOUNTED FIRE ALARM STROBE,(##) IS CANDELA RATING
##
##CEILING MOUNTED FIRE ALARM SPEAKER/STROBE,(##) IS CANDELA RATING
CEILING MOUNTED FIRE ALARM SPEAKER
NEW SPRINKLER FLOW SWITCH
NEW ISOLATOR MODULE
NEW MONITOR MODULE
NEW REMOTE TEST SWITCH WITH INDICATOR
NEW SPRINKLER TAMPER SWITCH
FIRE SUPPRESSION SYSTEM PANEL
CABINET FOR HOLDING FIRE DEPARTMENT DOCUMENTS &KEYS WITH INTEGRAL TAMPER SWITCH. KNOX BRAND #4400 OR APPROVED EQUAL.
SPECIAL SYSTEMS SYMBOLS
INTERCOM - DOOR STATION
INTERCOM - MASTER STATION (PORTABLE)
INTERCOM - CONTROLLER
DOOR BELL PUSHBUTTON
DOOR BELL SOUNDER
DATA OUTLET (# = QTY. CONNECTORS IF OTHER THAN 2)
VOICE OUTLET (# = QTY. CONNECTORS IF OTHER THAN 1)
VOICE/DATA OUTLET(#/# = QTY. V/D CONNECTORS IF OTHER THAN 1 VOICE / 2 DATA)
COMMUNICATIONS GROUND BUS BAR
COMMUNICATIONS CABINET
FIBER OPTIC CABINET - MOUNTING AS INDICATED
ANTENNA (LOCATION ONLY, ANTENNA AND CABLING BY OWNER)
FLOOR MOUNTED VOICE/DATA OUTLET(#/# = QTY. V/D CONNECTORS IF OTHER THAN 1 VOICE / 2 DATA)
TELEPHONE SERVICE ENTRANCE PROTECTION DEVICE(BY SERVICE PROVIDER)
VOICE OUTLET FOR WALL MOUNTED TELEPHONE
DATA OUTLET FOR WIRELESS ACCESS POINT (WAP)(# = QTY. CONNECTORS IF OTHER THAN 1). WAP BY OWNER U.N.O.
#
#
#/#
TELEVISION OUTLET - (1) DATA AND (1) VIDEO CABLE
#/#
VIDEO RECEIVER OUTLET - (1) DATA AND (1) VIDEO CABLE
COMMUNICATIONS PUNCH-DOWN BLOCK
SHEET NO.:
SHEET CONTENTS
DO NOT SCALE DRAWINGS
ISSUED
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
© CopyrightThis document, or any portion thereof, shallnot be duplicated, disclosed, or used on anyother project or extension of this projectexcept by written agreement with Mead &Hunt, Inc. Mead & Hunt shall not beresponsible for any unauthorized use of, oralteration to these documents.
Mead & Hunt, Inc.7900 West 78th St.
Suite 370Minneapolis, MN 55439phone: 952-941-5619
meadhunt.com
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vt
E-001
ELECTRICAL NOTES& SYMBOLS
Outa
gam
ie C
o. R
egio
nal A
irport
W6390 C
halle
nger
Drive
Apple
ton, W
isconsin
54914
AT
W C
orp
Hanger
Relo
cation
ISSUE FOR BID
2309902-130075.01
JDM
MAM
September 13, 2013
JDM
ELECTRICAL ABBREVIATIONS
& AND
3R NEMA 3R RATING
4X NEMA 4X RATING
@ AT
A/E ARCHITECT / ENGINEER
ACCU AIR COOLED CONDENSING UNIT
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
AHU AIR HANDLING UNIT
ALT ALTERNATE
APE AIRCRAFT PROCESS EQUIPMENT
BLDG BUILDING
C CONDUIT
CF CIRCULATION FAN
CHWP CHILLED WATER PUMP
CP CIRCULATION PUMP
CUH CABINET UNIT HEATER
DH DUCT HEATER
DISC DISCONNECT
DO DOOR OPERATOR
DWG DRAWING
E/O ELECTRICAL-TO-OPTICAL CONVERTER
EC ELECTRICAL CONTRACTOR
EF EXHAUST FAN
EM EMERGENCY LIGHT
EMT ELECTRICAL METALLIC TUBING
ES EQUIPMENT SUPPLIER
ETR EXISTING TO REMAIN
EWC ELECTRICAL WATER COOLER
EWH ELECTRICAL WATER HEATER
FA FIRE ALARM
FAF FORCED AIR FURNACE
FO FIBER OPTIC
FVNR FULL VOLTAGE NON-REVERSING
GC GENERAL CONTRACTOR
GFI GROUND FAULT INTERRUPTER
GWH GAS WATER HEATER
HD HAND DRYER
HP HORSEPOWER
HVAC HEATING, VENTILATION, AIR CONDITIONING
HWB HOT WATER BOILER
HWP HOT WATER PUMP
IDF INTERMEDIATE DISTRIBUTION FRAME
IEWH INSTANTANEOUS ELECTRIC WATER HEATER
IH INFRARED HEATER
IMC INTERMEDIATE METALLIC CONDUIT
IT INFORMATION TECHNOLOGY
IWH INSTANTANEOUS WATER HEATER
J-BOX JUNCTION BOX
LBS POUNDS
LFS LIGHTING FIXTURE SCHEDULE
MAU MAKE-UP AIR UNIT
MAX MAXIMUM
MC MECHANICAL CONTRACTOR
MDF MAIN DISTRIBUTION FRAME
MDP MAIN DISTRIBUTION PANEL
MM MULTI-MODE FIBER OPTIC CABLE
MNS MASS NOTIFICATION SYSTEM
NIC NOT IN CONTRACT
NL NIGHT LIGHT
NL/EL NIGHT LIGHT AND EMERGENCY LIGHT
NTS NOT TO SCALE
NTWK NETWORK (DATA)
O/E OPTICAL-TO-ELECTRICAL CONVERTER
OC ON CENTER
PVC POLYVINYL CHLORIDE
RCP RADIATE CEILING PANEL
REQ'D REQUIRED
RF RETURN FAN
RGS RIGID GALVANIZED STEEL
SE SERVICE ENTRANCE
SEC-P SECURITY PANEL
SF SUPPLY FAN
SM SINGLE-MODE FIBER OPTIC CABLE
SP SUMP PUMP
SS STAINLESS STEEL
SW SWITCH
SWBK SWITCH BANK
TBR TO BE REMOVED
TYP TYPICAL
UC UNIT COOLER
UG UNDERGROUND
UH UNIT HEATER
UNO UNLESS NOTED OTHERWISE
VER VEHICLE EXHAUST REEL
VS VERSUS
WFE WELDING FUME EXTRACTOR
WL WET LOCATION LISTED
WP WEATHERPROOF
XFMR TRANSFORMER
09.13.13 ISSUE FOR BID &PERMIT
2 10.04.13 ADDENDUM 002
ELECTRICAL GENERAL NOTES
1 WORK PERFORMED INCLUDES ALL LABOR, MATERIALS,AND EQUIPMENT REQUIRED TO INSTALL A COMPLETEELECTRICAL SYSTEM AS INDICATED ON THESEDRAWINGS AND AS SPECIFIED.
2 ALL POWER RECEPTACLES, LIGHT SWITCHES,TELEPHONE/DATA OUTLETS, AND EMERGENCY LIGHTINGUNITS SHALL BE AT HEIGHTS ABOVE FINISHED FLOOR ASSHOWN IN THE DEVICE MOUNTING DETAIL ON SHEETE-501 - UNLESS OTHERWISE NOTED.
3 SEE ELECTRICAL SPECIFICATIONS FOR LOCATIONSWHERE RMC, IMC, EMT, PVC CONDUIT, OR STAINLESSSTEEL PIPE SHALL BE USED.
4 PROVIDE FUSED/NONFUSED DISCONNECT SWITCHESAND MOTOR STARTERS AS NOTED ON THE FLOOR PLANSAND/OR SCHEDULES. WHERE CONTRACTOR SUPPLIESBOTH FUSED DISCONNECT SWITCH AND MOTORSTARTER, CONTRACTOR SHALL PROVIDE A FUSEDCOMBINATION UNIT AND SUBMIT BOTH SPECIFICATIONSECTIONS.
5 CONTRACTOR SHALL VERIFY ALL EQUIPMENT SIZES ANDPOWER REQUIREMENTS FOR EQUIPMENT SUPPLIED BYOTHERS.
6 EXTERIOR WEATHERPROOF RECEPTACLE COVERSSHALL BE LEVITON 5997-DGY OR ENGINEER APPROVEDEQUAL.
7 INTERIOR WEATHERPROOF RECEPTACLE COVERS SHALLBE LEVITON 86597-CGY OR ENGINEER APPROVED EQUAL.
8 ALL ELECTRICAL CONDUITS AND JUNCTION BOXES SHALLBE CONCEALED WHEN IN SPACES WITH STUD ANDDRYWALL PARTITIONS OR ABOVE ACCESSIBLE CEILINGS.CONTRACTOR SHALL COORDINATE WITH OTHER TRADESAND USE CHASES AND CEILING SPACE PROVIDED.
9 ALL TRENCHING AND BACKFILL FOR BURIED ELECTRICALCONDUITS SHALL BE BY THE CONTRACTOR UNLESSOTHERWISE NOTED.
10 PROVIDE METALLIC TAPE ABOVE BURIED PVC CONDUITFOR FUTURE LOCATING.
11 ALL FLUORESCENT EMERGENCY LIGHT FIXTURESINDICATED ON PLANS SHALL BE INSTALLED WITHEMERGENCY BALLASTS. EC SHALL PROVIDE A SWITCHEDAND UNSWITCHED HOT TO EACH EMERGENCY FIXTURETO ALLOW PROPER INSTALLATION OF EMERGENCYBALLAST.
12 CONTRACTOR SHALL VERIFY ALL FIXTURE CATALOGNUMBERS FOR ACCURACY. FIXTURE CATALOG NUMBERSARE SUBJECT TO CHANGE BY MANUFACTURE.
13 ALL SUSPENDED LIGHTING FIXTURES SHALL BE CORDAND PLUG CONNECTED.
14 ALL DRAWINGS AND GENERAL PROVISIONS OF THECONTRACT, INCLUDING GENERAL AND SUPPLEMENTARYCONDITIONS AND OTHER SPECIFICATION SECTIONS,APPLY TO THIS SHEET AND ALL OTHER SHEETS.
15 COORDINATE WORK SHOWN ON THIS SHEET WITH WORKSHOWN ON ALL OTHER SHEETS.
16 CONTRACTOR SHALL VERIFY THAT RATINGS(VOLTAGES/PHASE) AND TYPE OF ALL SPECIAL PURPOSERECEPTACLES ARE COMPATIBLE WITH OWNERUTILIZED/SUPPLIED EQUIPMENT BEFORE INSTALLATION.
17 EC TO COORDINATE WITH ARCHITECTURAL SHEET AD101FOR DEMOLITION REQUIREMENTS.
18 FINAL OUTLET BOX LOCATIONS IN OFFICE AREA SHALL BECOORDINATED WITH OWNER PRIOR TO INSTALLATION.
19 EMT CONDUIT MAY BE USED IN THE HANGAR BAY ANDMECHANICAL ROOMS. IN HANGAR BAY, EMT IS ONLYALLOWED 10'-0" ABOVE FINISHED FLOOR.
2
2
2B
2B
2B
2B
2B
2B
2B
2B
2B
1H 1H
2B2B
2B
2B
2B
2B
2B
2B
2B
2B
2B
2B
2B
2B
2J
2J
2J
2J
2J
2B
2B
1D
1H
1H 1H
1H
1H 1H
2B
SWBK
SWBK
DS
OS
1
OS1
OS1
ST
OS
1
OS
1O
S1
SL
V1
SL
V2
OS
1
9A
OS1
OS1
1C 1C SL
V3
SLV4
DS
DS
DS
DS
SL
V5
SL
V6
SLV7
1C
9A
S
1D 1D
2D
1D 1D
1D
1D
1D
1D
1D
1D 1D
1DPP
SF
D
SF
D
SF
D
SL
V8
S
9A
PP
PP
BA
1
5
2
3
4
A.9
A.8A.6A.5A.4A.2
A.7A.3A.1 C ED
4.9
3.8
3.1
2.4
1.4
1.7
4.5
4.2
4.8
0.5
0.3
A.98A.82
1.1
2.5
2.1
1.9
0.2
5.1
HANGAR
113
STORAGE
118
OFFICE
117
UNISEX
114
CLOSET
116
SHOWER
115
MEN'S
105
WOMEN'S
107
MECHANICAL
103
PILOT/FLIGHTPLANNING
102
SCHEDULING
101
VESTIBULE
100
HALLWAY
110
OFFICE
109
CONFERENCE
111
LOBBY /RECEPTION
112
1X
1X1X
1X
2E2E
2E
1E
1E
1E
1E
1E
1E
1E
1E
1E
1E
EM
EM
EM
EM
9.105
9.105
9.104
9.107
9.107
9.107
9.107
9.109
9.109
MDP1-38
MDP1-38
MDP1-38
MDP1-38 MDP1-43
MDP1-43
MDP1-43
MDP1-43
MDP1-45
MDP1-45
MDP1-45
MDP1-45 MDP1-45
MDP1-45 MDP1-42
MDP1-42
MDP1-42LCP1-7
MDP1-42
MDP1-44LCP1-6
MDP1-44
MDP1-44
MDP1-44
MDP1-44
MDP1-44
MDP1-44 MDP1-44MDP1-44
MDP1-44LCP1-6
LCP1
LCP1
LCP1
LCP1
LCP1
MDP1-44
MDP1-44
LCP1
LCP1
LCP1
LCP1
DL
DL
DL
DL
DL
DL
DL
DL
9.110
LCP1
LCP1
LCP1
MDP1-44
EM
2E
MDP1-44
MDP1-42
EM
LCP1
LCP1
LCP1
LCP1-11MDP1-42
LCP1-8
LCP1-9
LCP1-10
LCP1-13MDP1-42
LCP1-12MDP1-42
2
2
9.115
KEYED NOTES
9.104 COORDINATE LIGHTING LAYOUT WITH OTHER TRADES AND CEILING TILE PLACEMENTFOR RECESSED LIGHT FIXTURES. (TYP OF ALL LIGHTING IN PROJECT)
9.105 FIXTURES TO BE MOUNTED WITH CHAIN HANGER SET OPTION. (TYP OF ROOM)
9.107 MOUNT EXIT SIGN ABOVE DOOR
9.109 SWITCHBANK TO HAVE ONE 4 BUTTON LOW VOLTAGE SWITCH. THE 4 BUTTONSWITCH SHALL CONTROL HANGAR LIGHTING; BUTTONS ONE AND TWO TO CONTROLINBOARD (A) AND OUTBOARD (B) LAMPS FOR CIRCUIT MDP1-43 AND BUTTON THREEAND FOUR TO CONTROL INBOARD (C) AND OUTBOARD (D) LAMPS FOR CIRCUITMDP1-45.
9.110 FIXTURES MARKED AS "DL" SHALL BE CONTROLED BY DAYLIGHT SENSOR. (TYP)
9.115 MOUNT LIGHT FIXTURES AT 11'-0" AFF (TYP).
SHEET NO.:
SHEET CONTENTS
DO NOT SCALE DRAWINGS
ISSUED
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
© CopyrightThis document, or any portion thereof, shallnot be duplicated, disclosed, or used on anyother project or extension of this projectexcept by written agreement with Mead &Hunt, Inc. Mead & Hunt shall not beresponsible for any unauthorized use of, oralteration to these documents.
Mead & Hunt, Inc.7900 West 78th St.
Suite 370Minneapolis, MN 55439phone: 952-941-5619
meadhunt.com
10
/4/2
01
3 2
:59
:21
PM
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5.0
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l-20
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6jd
m.r
vt
E-101
FLOOR PLAN -LIGHTING
Outa
gam
ie C
o. R
egio
nal A
irport
W6390 C
halle
nger
Drive
Apple
ton, W
isconsin
54914
AT
W C
orp
Hanger
Relo
cation
ISSUE FOR BID
2309902-130075.01
JDM
MAM
September 13, 2013
JDM
NORTH
1/8" = 1'-0"1FLOOR PLAN - LIGHTING
09.13.13 ISSUE FOR BID &PERMIT
1 09.27.13 ADDENDUM 001
2 10.04.13 ADDENDUM 002
LIGHTING GENERAL NOTES
1. ALL EMERGENCY LIGHTING UNITS SHALL BE WIRED WITH #10 AWG MIN AND MOUNTED 9'-0" AFFUNLESS OTHERWISE NOTED.
2. ALL DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL ANDSUPPLEMENTARY CONDITIONS AND OTHER SPECIFICATION SECTIONS, APPLY TO THIS SHEETAND ALL OTHER SHEETS
3. COORDINATE WORK SHOWN ON THIS SHEET WITH WORK SHOWN ON ALL OTHER SHEETS
4. EC TO ABIDE BY ALL REQUIREMENTS OF NEC ARTICLE 513
5. ALL OCCUPANCY SENSORS SHALL BE FIELD SET TO TURN LIGHTING OFF WITHIN 30 MINUTES OFNOT SENSING OCCUPANTS
6. ALL BUILDING MOUNTED LIGHTS TO BE WEATHERTIGHT PENETRATIONS/INSTALLATIONS
7. REFER TO SHEET E-001 FOR ELECTRICAL LEGENDS, ABBREVIATIONS & SYMBOLOGY
8. SEE E-601 FOR LIGHTING FIXTURE, CONTROL DEVICE SCHEDULES AND LCP SCHEDULE
2
6H
6H
6H
6H
3S 2S 2S
2S 2S 2S
6H
6H
6H
6H
6H
6H
6H
6H
6H
6H
6H
6H
6H
6H
6H
6H
6H
6H
6H
6H
PE
BA
1
5
2
3
4
A.9
A.8A.6A.5A.4A.2
A.7A.3A.1
C ED
4.9
3.8
3.1
2.4
1.4
1.7
4.5
0.5
0.3
A.98A.82
1.1
2.5
2.1
1.9
0.2
0.1
5.1
5.2
MDP1-40LCP1MOUNT 16'-0" AFG
MDP1-40LCP1 MOUNT 25'-0" AFG MOUNT 25'-0" AFG
MDP1-40LCP1
MDP1-40LCP1
MOUNT 28'-0" AFG
MDP1-40LCP1
MOUNT 28'-0" AFG
MDP1-40LCP1
MOUNT 28'-0" AFG
a,b a,b a,b a,b a,b a,b
a,ba,b
a,ba,ba,ba,b
c,dc,d c,d c,d c,d c,d
c,dc,dc,dc,dc,dc,d
MDP1-44MOUNT AT 15'-0" AFG
9.113
9.103
2222
2
2
2
2
9.1082
2
LCP1-1LCP1-2
LCP1-3LCP1-4
2
2
SHEET NO.:
SHEET CONTENTS
DO NOT SCALE DRAWINGS
ISSUED
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
© CopyrightThis document, or any portion thereof, shallnot be duplicated, disclosed, or used on anyother project or extension of this projectexcept by written agreement with Mead &Hunt, Inc. Mead & Hunt shall not beresponsible for any unauthorized use of, oralteration to these documents.
Mead & Hunt, Inc.7900 West 78th St.
Suite 370Minneapolis, MN 55439phone: 952-941-5619
meadhunt.com
10
/4/2
01
3 2
:59
:21
PM
C:\R
evit L
oca
l\23
09
90
2-1
30
07
5.0
1-M
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l-20
13
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51
6jd
m.r
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E-102
MEZZANINE FLOORPLAN - LIGHTING
Outa
gam
ie C
o. R
egio
nal A
irport
W6390 C
halle
nger
Drive
Apple
ton, W
isconsin
54914
AT
W C
orp
Hanger
Relo
cation
ISSUE FOR BID
2309902-130075.01
JDM
MAM
September 13, 2013
JDM
09.13.13 ISSUE FOR BID &PERMIT
2 10.04.13 ADDENDUM 002
NORTH
1/8" = 1'-0"1MEZZANINE FLOOR PLAN - LIGHTING
KEYED NOTES
9.103 MOUNT LIGHT FIXTURES 28'-0" AFF (TYP OF HANGAR)
9.108 SWIVEL MOUNT ON WALL AND FACE NORTH. FINAL ADJUST FOR BEST COVERAGE.
9.113 EXTERIOR LIGHT FIXTURES CONTROLLED BY TIME CLOCK. (TYP)
INSERTION POINTFOR FURNITURE
RC
/P/4
2
RC/P/42
RC
/P/7
2
RC
/P/4
8
RC
/P/4
2R
C/P
/42
RC
/P/4
2R
C/P
/42
PD
30
30
EP
K50SNW
K50SNW
K50SNW
K50SNW
SE
PA
RA
TE
S
50
50
4896
24120
3072
24
42
30
72
2442
3072
2442
3072
24
72
30
72
24
48
2D LFFF
SQ/WD/4216
BB
F 3666 BC 3666 BC
BBF
BB
F
5H SC
5H SC
5H SC
5H SC
BB
F
BB
FB
BF
BB
FB
BF
84T84T84T
84T84T
84W 1H FAB42W 2H FAB 42W 2H SLT
42
W 2
H F
AB
42W 2H FAB72T
72T72T
72
T
72
T7
2T
72W 1H FAB
72
W 1
H F
AB
30
W 2
H S
LA
T
30W 2H SLAT
72
T
72
T7
2T
72
W 1
H F
AB
72
W 2
H F
AB
42
W 2
H F
AB
72
T
72
T7
2T
72
W 1
H F
AB
30
W 2
H S
LA
T
3H SC
BC 36W
SB
23 23
SB
SB
SB
SB
BBF
CAB BRKT
CAB BRKT
CAB BRKT
FND1836LFSHFND1836LFSH
30LF
APOLLO
APOLLO
PT
1836
2448
2448
2448
2448
40
40
40
40
40
40
40" WIRE MGR
PENCIL
PENCIL
PENCIL
PENCIL
4D LF
4D LF
4D LF
WBSAWBSA
WB
SA
WB
SA
WBSAWBSA
WBSAWBSA
WB
SA
WB
SA
AW
BP
1
AW
BP
1
AW
BP
1
AW
BP
1
AWBP1
AWBP1
AWBP1
AWBP1
AW
BP
1
AW
BP
1
LSET-4102
LSET-3102
LSET-3102
LS
ET
-3102
LSET-3102
MULTI-FUNCTION
COPIER
FIRE FILE4-DRAWER
TRAXX
TRAXX
TRAXX
2472
SET OF SIX
FUND
1836
BINGO
BINGO
BINGO
BINGO
55
53
55
53
5551
5551
TRAY
TRAY
TRAY
FUND
1842
FUND
1842
FUND
1842
FUND
1842
FU
ND
18
36
FU
ND
18
36
TRAY
FUND
1836
BA
1
5
2
3
4
A.9
A.8A.6A.5A.4A.2
A.7A.3A.1 C ED
4.9
3.8
3.1
2.4
1.4
1.7
4.5
0.5
0.3
A.98A.82
1.1
2.5
2.1
1.9
0.2
5.1
STORAGE
118
OFFICE
117
UNISEX
114
SHOWER
115
MECHANICAL
103
PILOT/FLIGHTPLANNING
102
MEN'S
105
WOMEN'S
107
OFFICE
109
HALLWAY
110
CONFERENCE
111
LOBBY /RECEPTION
112
HANGAR
113
M MDP1
XFMR-1
A
LCP1OH DOORA-61,63,65
GFCIA-34
GFCIA-34
GFCIA-35
GFCIA-35
GFCIA-35
GFCIA-35
GPU-2B-7,9,11
GFCIA-35
FAF-1A-5
GFCIA-35
GFCIA-34
GPU-1, WPA-18,20,22
GPU-3B-1,3,5
GFCIA-34
WP, GFCIA-34
WP, GFCIA-35
WP, GFCIA-50
FAF-2A-7
EF-6A-59
EF-5A-9
GFCI, 44" AFFA-47
GFCI, 44" AFFA-47
HWB-2A-13
HWB-1A-12
GFCI, ICE MAKERA-30
9.2019.201
9.204
9.203
9.203
HANGAR DOOR CONTROLMDP1-7,9,11
F-4, FIRE PUMP
9.205
72" AFF TVA-41
72" AFFA-42
GWH-1A-17
ARC-1A-2,4,6
TP-1A-52
9.207
P-1 P-2
P-3MDP1-46,48,50
P-4MDP1-47,49,51
P-5A-16
P-7A-19
P-10A-58
P-9A-57
P-8A-21
P-6A-23
GFT-1A-72
9.203
9.205
A-36 A-36 A-36
A-36
A-37A-37A-37A-37
A-39
A-39
A-50
A-50
A-50 A-50
A-51
A-51
A-51
A-38
A-38
A-38 A-38
HARGER SGRX OR EQUALGROUND RECEPTACLEEXOTHERMICALLY WELDEDTO TOP OF GROUND ROD.(TYPICAL)
GROUND RING SHALL BE BONDED TOBUILDING STEEL AND FLOORREINFORCING STEEL. (TYPICAL)
#2/0 GROUND RING, MINIMUM 6' FROM BUILDING. (TYPICAL)
BOND GROUND RINGTO ELECTRICALSERVICE
BOND FENCE TO GROUND RING. SEECIVIL SHEETS FOR FENCE LOCATION.
BOND FENCE TO GROUND RING. SEECIVIL SHEETS FOR FENCE LOCATION.
ACCU-3A-53
A-49
A-49
A-49
A-49
GFCI, 44" AFFA-47 A-44
A-45
A-46
A-41
A-43
A-43A-43
A-43
A-42
A-42
A-42
A-42
A-42
COPIERA-40
9.210
9.211
9.2019.201
9.209
A-62A-62
A-41
A-62
A-41
A-62
REFA-32
FACPA-64
MDP1-20,22,24
MDP1-31,33,35
GPU-4B-2,4,6
WP, GFCIA-71
WP, GFCIA-69
WP, GFCIA-679.2069.2069.206
GFCIA-3362" AFF
GFCIA-31
A-68A-70 A-70 A-68
B 9.203
XFMR-2 9.204
ALT. #19 ALT. #19 ALT. #19
ALT. #18
9.213
9.213
9.213
9.213
ALT. #18
ALT. #8
9.214
A-43
A-51
A-50
A-39 A-39
A-39
A-43
A-50
2 2
GFCIA-3044"AFF
2
2
GENERAL NOTE
1. FINAL OFFICE OUTLET LOCATIONS TO BE COORDINATED WITH OWNER, TENANT, AND ARCHITECT, PRIOR TO ROUGH-IN.
2. ALTERNATES (ABI): REFER TO SPECIFICATIONS SECTION 012300 - ALTERNATES FOR ADDITIONAL INFORMATION ON ALTERNATES NOTED ON THIS SHEET.
SHEET NO.:
SHEET CONTENTS
DO NOT SCALE DRAWINGS
ISSUED
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
© CopyrightThis document, or any portion thereof, shallnot be duplicated, disclosed, or used on anyother project or extension of this projectexcept by written agreement with Mead &Hunt, Inc. Mead & Hunt shall not beresponsible for any unauthorized use of, oralteration to these documents.
Mead & Hunt, Inc.7900 West 78th St.
Suite 370Minneapolis, MN 55439phone: 952-941-5619
meadhunt.com
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E-131
FLOOR PLAN -POWER
Outa
gam
ie C
o. R
egio
nal A
irport
W6390 C
halle
nger
Drive
Apple
ton, W
isconsin
54914
AT
W C
orp
Hanger
Relo
cation
ISSUE FOR BID
2309902-130075.01
JDM
MAM
September 13, 2013
JDM
KEYED NOTES
9.211 CONCRETE PAD AND LOCATION SHALL MEET WE ENERGIES ELECTRICAL SERVICERULES. SEE CIVIL SHEETS FOR GENERAL LOCATION.
9.213 PROVIDE HBL4100R12W WATERTIGHT IEC PIN AND SLEEVE RECEPTACLE, 3P4W, 100A,125/250V FOR GPU.
9.214 FUTURE DISHWASHER RECEPTACLE.
KEYED NOTES
9.207 BOND TELECOMMUNICATIONS GROUND BAR TO MAIN SERVICE GROUND WITH #6MINIMUM. SEE SHEET E-161 FOR GROUND BAR LOCATION.
9.209 ELECTRIC UTILITY SERVICE CONNECTION. COMPLY WITH THE REQUIREMENTS IN NECARTICLE 695 FOR FIRE PUMP INSTALLATION.
9.210 METER SHALL BE MOUNTED ON CHANNEL SUPPORT. FABRICATE CHANNEL SUPPORTFOR FINAL METERING CABINET SELECTION. COORDINATE ELECTRICAL SERVICEREQUIREMENTS AND UTILITY PRIMARY LOCATION WITH WE ENERGIES AND INCLUDEALL FEES.
KEYED NOTES
9.201 MOUNT RECEPTACLES 44" AFF. GFCI TYPE (TYP)
9.203 MOUNT ELECTRICAL EQUIPMENT TO BACKER BOARD AT A MINIMUM OF 20" AFF
9.204 PROVIDE UNISTRUT ASSEMBLY FOR SUPPORT
9.205 PROVIDE HUBBEL ROUND MULTI-SERVICE PVC FLOOR BOX, CATALOG NUMBER:S1PFB, WITH HUBBEL SIDE BY SIDE DIVIDER, CATALOG NUMBER: S1DIV1, AND HUBBELFURNITURE FEED SUB-PLATE, CATALOG NUMBER:S1SPFFAL.
9.206 RECEPTACLE DEDICATED FOR AUTOMOBILE ENGINE BLOCK HEATERS.
NORTH
1/8" = 1'-0"1FLOOR PLAN - POWER
09.13.13 ISSUE FOR BID &PERMIT
1 09.27.13 ADDENDUM 001
2 10.04.13 ADDENDUM 002
2
EF-1MDP1-8,10,12
EF-2MDP1-19,21,23
GFCIA-66
WP, GFCIA-66
GFCIA-66
EF-3MDP1-14,16,18
EF-4MDP1-25,27,29
DF-1MDP1-26,28,30
DF-2MDP1-32,34,36
L-2A-55
L-3MDP1-14,16,18
L-4MDP1-25,27,29
UH-1A-10
L-5A-56
L-6A-56
L-7A-56
UH-2A-11
L-1A-55
ACCU-2MDP1-2,4,6
ACCU-1A-1,3
ROOF MOUNTED
CUH-1A-60
FAF-3A-8
HEAT TRACEA-24,26,28
9.212
ALT. #20
ALT. #20
MAU-1MDP1-13,15,17
2
2
2
22
2
2
ALT. #1
ALT. #1
2
2
GENERAL NOTE
1. FINAL OFFICE OUTLET LOCATIONS TO BE COORDINATED WITH OWNER, TENANT, AND ARCHITECT, PRIOR TO ROUGH-IN.
2. ALTERNATES (ABI): REFER TO SPECIFICATIONS SECTION 012300 - ALTERNATES FOR ADDITIONAL INFORMATION ON ALTERNATES NOTED ON THIS SHEET.
SHEET NO.:
SHEET CONTENTS
DO NOT SCALE DRAWINGS
ISSUED
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
© CopyrightThis document, or any portion thereof, shallnot be duplicated, disclosed, or used on anyother project or extension of this projectexcept by written agreement with Mead &Hunt, Inc. Mead & Hunt shall not beresponsible for any unauthorized use of, oralteration to these documents.
Mead & Hunt, Inc.7900 West 78th St.
Suite 370Minneapolis, MN 55439phone: 952-941-5619
meadhunt.com
10
/4/2
01
3 2
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:22
PM
C:\R
evit L
oca
l\23
09
90
2-1
30
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5.0
1-M
EP
-Cen
tra
l-20
13
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51
6jd
m.r
vt
E-132
MEZZANINE FLOORPLAN - POWER
Outa
gam
ie C
o. R
egio
nal A
irport
W6390 C
halle
nger
Drive
Apple
ton, W
isconsin
54914
AT
W C
orp
Hanger
Relo
cation
ISSUE FOR BID
2309902-130075.01
JDM
MAM
September 13, 2013
JDM
09.13.13 ISSUE FOR BID &PERMIT
1 09.27.13 ADDENDUM 001
2 10.04.13 ADDENDUM 002
NORTH
1/8" = 1'-0"1MEZZANINE FLOOR PLAN - POWER
KEYED NOTES
9.212 AS ALTERNATE NO. 20, PROVIDE HEAT TRACE AND DE-ICING/SNOW MELT SYSTEM ATSTANDING SEAM METAL ROOFING. COORDINATE HEAT TRACE AND DE-ICING/SNOWMELT SYSTEM CIRCUITING WITH HEAT TRACE AND DE-ICING/SNOW MELT SYSTEMMANUFACTURER FOR VOLTAGE AND CIRCUIT SIZE. MOUNT CONTROLLERS ON EASTWALL OF HANGAR 113 WHERE INDICATED. DE-ICING/SNOW MELT SYSTEM AT ROOFEDGE SHALL RUN FULL LENGTH OF STANDING SEAM METAL ROOF. PROVIDE HEATTRACE IN GUTTER FOR FULL LENGTH OF STANDING SEAM METAL ROOFING AND INDOWN- SPOUT TO STORM SEWER LINE BELOW.
2
FIXTURE SCHEDULE
NO. MANUFACTURER CATALOG NUMBER Voltage LAMPS MIN. BALLASTFACTOR
MAXIMUM LAMPS / BALLASTCOMBINATION INPUTWATTAGE
REMARKS
9A LITHONIA LB-2-32-277-GEB10RS-PAF
MVOLT 2-F32T8 0.88 59
4-FOOT, 2-LAMP, T-8 FLUORESCENT LOW-PROFILE SURFACE WRAPAROUND WITH MVOLT PROGRAM START<10%THD ELECTRONIC BALLAST, AND PAINTED AFTER FABRICATION. PROVIDE 1350 LUMEN BATTERYBACKUP WHERE DESIGNATED AS "EM" ON THE DRAWINGS.
METALUX WS-232A-277V-ER81-PAF-U
2B LITHONIA 2RT8S-232-MVOLT-BINP
MVOLT 2-F32T8 0.88 59
2X4 FOOT, 2-LAMP, T-8 FLUORESCENT VOLUMETRIC RECESSED FIXTURE WITH MVOLT PROGRAM START<10%THD ELECTRONIC BALLAST, AND PAINTED AFTER FABRICATION. PROVIDE 1350 LUMEN BATTERYBACKUP WHERE DESIGNATED AS "EM" ON THE DRAWINGS.OR EQUAL
1C LITHONIA N2S-17-MVOLT-GEB10IS
MVOLT 1-F17T8 0.88 10
2 FOOT, 1-LAMP, FLUORESCENT SOLID FRONT UNDERCABINET LIGHT WITH MVOLT PROGRAM START<10%THD ELECTRONIC BALLAST, AND PAINTED AFTER FABRICATION.
OR EQUAL
1D LITHONIA AFV 26TRT 6AR 277 GEBIS10
277 1-26TRT 0.88 29
26 WATT, COMPACT FLUORESCENT RECESSED DOWNLIGHT WITH 277V PROGRAM START <10%THDELECTRONIC BALLAST, NON-IC RECESSED MOUNTING. PROVIDE EMERGENCY BATTERY BACKUP WHEREDESIGNATED AS "EM" ON THE DRAWINGS.PORTFOLIO C6042-E-6001-LI
2D LITHONIA AFVW 1/26TRT 6AR 277 GEB10277 1-26TRT
0.8829
26 WATT, COMPACT FLUORESCENT RECESSED WALL-WASH FIXTURE WITH 277V PROGRAM START <10%THDELECTRONIC BALLAST, NON-IC RECESSED MOUNTING.
PORTFOLIO C6042-E-6011-LI
1E LITHONIA ELM654-H1206-TD-RT
277 INCLUDED NA NA
COMMERCIAL 2 HEAD, 6 VOLT, EMERGENCY LIGHTING UNIT WITH MAINTENANCE FREE LEAD CALCIUMBATTERY PACK WITH REMOTE TEST FEATURE, PUSH TO TEST 6V HALOGEN LAMPS, WHITE FINISH, ANDDUAL 120/277V INPUT.OR EQUAL
2E LITHONIA AFN AFNR DB-EXT
277 INCLUDED NA NA
EXTERIOR REMOTE EMERGENCY LIGHT. POWERED FROM 6VDC BATTERY EQUIPMENT. PROVIDE EXTOPTION.
OR EQUAL
1H METALUX DIVM-232-120-ER81-AYC-CHAIN/SET-PAF-U
MVOLT 2-F32T8 0.88 59
4-FOOT, T-8, 2-LAMP INDUSTRIAL FLUORESCENT FIXTURE WITH 277V PROGRAM START <10%THDELECTRONIC BALLAST, 36" CHAIN HANGER SET, AND PAINTED AFTER FABRICATION. PROVIDE 1350 LUMENBATTERY BACKUP WHERE DESIGNATED "EM" ON THE DRAWINGS.LITHONIA AFST-2-32-MVOLT-GEB10IS-HC36-PAF
DAY-BRITE 2F-2-32-PP-277-FL123-PAF
6H METALUX HBI-632-N-CL-UNV-ER82/PLUS-HBAYC-CHAIN/SET/U
277 6-F32T8 1.12 218
4-FOOT, T8, 6-LAMP HIGH BAY INDUSTRIAL FLUORESCENT WITH 3-LAMP AND 3-LAMP PROGRAMMED START<10% THD HIGH BALLAST FACTOR ELECTRONIC BALLAST, HANGER SET, NARROW OPTICS, CORD AND PLUGCONNECTION, AND CLEAR LENS.DAY-BRITE ALD632-UNV-1/42-EBH-ALU-LENS
OR EQUAL
2J PEERLESS 10CRM4-2-32-20/80-PPL-4FT-277-GEB10-LP835
277 2-F32T8 0.88 62
4-FOOT, T8, 2-LAMP SUSPENDED INDIRECT/DIRECT LUMINAIRE WITH 277V PROGRAM START <10% THDELECTRONIC BALLAST. 80% DOWN, 20%UP LIGHT DISTRTIBUTION AND WHITE PERFORATED STEEL BAFFLE.PROVIDE 1350 BATTERY BACKUP WHERE DESIGNATED "EM" ON DRAWINGS.
OR EQUAL
2S LITHONIA DSX2-80C-700-40K-T4M-MVOLT-WBA-DDBXD
277 LED NA 188
188W LED OUTDOOR LIGHT WITH TYPE 4 MEDIUM OPTICS,80 LEDS, 4000K COLOR TEMPERATURE, 17,200LUMENS AND 700MA DRIVE CURRENT. PROVIDE WALL BRACKET MOUNTING OPTION AND DARK BRONZEFINISH.OR EQUAL
3S LSI INDUSTRIES XAWS3-FT-LED-63-350-CW-UE-XXX
120-277 LED NA 75
LED FULL CUTOFF WALL MOUNTED FIXTURE WITH TYPE FT OPTICS, 350mA DRIVER, MINIMUM 4900LUMENS,MAXIMUM 75 WATTS, 120-277 UNIVERSAL VOLTAGE, FUSED, WET LISTED, AND FINISH COLOR AS SELECTEDBY OWNER.OR EQUAL
1X SURE-LITES CX-7-1-WH-R
277 INCLUDED NA NA
LED CAST ALUMINUM SINGLE STENCIL FACED EXIT WITH WHITE HOUSING, RED LETTERS, SELF-POWEREDDUAL 120/277V OPERATION, NICKEL CADMIUM BATTERY PACK WITH SELF DIAGNOSTIC FEATURE, ANDARROWS SHOWN ON DRAWINGS.OR EQUAL
NOTES:
1. CONTRACTOR SHALL VERIFY ALL FIXTURE CATALOG NUMBERS FOR ACCURACY. FIXTURE CATALOG NUMBERS ARE SUBJECT TO CHANGE BY MANUFACTURER.
2. REFER TO SPEC SECTIONS 265100 AND 265600 FOR ADDITIONAL INFORMATION.
3. PROVIDE 0-10V DIMMING BALLASTS FOR ALL FIXTURES THAT ARE CONNECTED TO DIMMER SWITCHES AND/OR DIMMING RELAYS ON THE DRAWINGS.
OCCUPANCY/PHOTO SENSOR SCHEDULE
SYMBOL MANUFACTURER MODEL NO. VOLTAGE TECHNOLOGY PATTERN COVERAGE DESCRIPTION MOUNTING REMARKS
PIR US AREA
OS1 LEVITON OSSMT-MDx 277V X X 180 2400 SINGLE POLE, WALL MOUNT SWITCH STYLE OCCUPANCY SENSOR SWITCH (2)
DS LEVITON ODCOP 24V 0FC (MIN) TO 70FC (MAX) PHOTOCELL CEILING (4) (1)
PE LEVITON PCOUT 24V 0FC (MIN) TO 50-750FC (MAX) OUTDOOR PHOTOCELL JBOX (3)
NOTES:
1. GENERAL NOTES:
A. PROVIDE 8' OF ADDITIONAL WIRING ABOVE ACCESSIBLE CEILING.
B. PROVIDE ADEQUATE SUPPORT FOR CONTROL WIRING.
2. MANUFACTURER SHOWN AS A BASIS OF DESIGN.
REMARKS:(1) PROVIDE 20A RATED POWER PACKS WITH ZERO CROSS SWITCHING TECHNOLOGY AND MANUAL ON MODE.
(2) COLOR TO BE SELECTED FROM STANDARD COLORS
(3) EXTERIOR PHOTOSENSOR WIRED TO LIGHTING CONTROL PANEL LCP1.
(4) PROVIDE WITH MZB02-102 MINIZ CONTROLLER.
LIGHTING CONTROL PANEL 1 (LCP1)
RELAY
FEED FROM
CONTROL DEVICE CONTROL SEQUENCE LOCATION DESCRIPTION NOTESPANEL CKT
1 MDP1 43 SWBK, DS, TC ON/OFF HANGAR BAY 113 INBOARD (a)
2 MDP1 43 SWBK, DS, TC ON/OFF HANGAR BAY 113 OUTBOARD (b)
3 MDP1 45 SWBK, DS, TC ON/OFF HANGAR BAY 113 INBOARD (c)
4 MDP1 45 SWBK, DS, TC ON/OFF HANGAR BAY 113 OUTBOARD (d)
5 MDP1 40 PE, TC ON/OFF EXTERIOR LIGHTING
6 MDP1 44 DS, SLV5, SLV6, SLV7, TC ON/OFF HALLWAY LIGHTING 110 DAYLIGHTING
7 MDP1 42 DS, SLV3, SLV4, TC ON/OFF LOBBY/RECEPTION 112, (2X4'S) DAYLIGHTING
8 MDP1 44 SLV1, TC ON/OFF STORAGE 118
9 MDP1 44 SLV2, TC ON/OFF MECHANICAL 103
10 MDP1 42 SLV8, TC ON/OFF CONFERENCE 111
11 MDP1 42 SFD, TC ON/OFF CONFERENCE 111 0-10V DIMMING
12 MDP1 42 SFD, DS, TC ON/OFF LOBBY/RECEPTION 112, EAST WALL 0-10V DIMMING, DAYLIGHTING
13 MDP1 42 SFD, TC ON/OFF LOBBY/RECEPTION 112, WEST WALL 0-10V DIMMING
14 SPARE SPARE
15 SPARE SPARE
16
LIGHTING CONTROL PANEL NOTES
1. SEE FLOOR PLANS FOR DEVICE TYPE, QUANTITY, AND LOCATIONS
2. ROOM SWITCH MANUAL ON/OFF, OCCUPANCY SENSOR OVERRIDE OF ROOM SWITCH AFTER 30 MINS. OF VACANCY
3. INTERIIOR BUILDING LIGHTING TO TURN OFF AT CLOSE OF BUSINESS, UNLESS OVERIDDEN BY SWITCH. COORDINATE OFF TIME WITH OWNER. LIGHTS SHALL BLINK 5 MINUTESPRIOR TO AUTO SHUTOFF. LOW VOLTAGE SWITCHES ALWAYS OVERRIDE.
4. EXTERIOR LIGHTING TO BE CONTROLLED BY PHOTO EYE AND ASTRONOMIC TIME CLOCK SCHEDULE. ON PHOTOEYE, OFF AT CLOSE OF BUSINESS. COORDINATE TIME WITH OWNER.
5. PROVIDE 0-10V DIMMING BALLASTS OR DRIVERS FOR ALL FIXTURES THAT ARE CONNECTED TO DIMMER SWITCHES OR DIMMING RELAYS ON THE DRAWINGS.
LIGHTING CONTROL PANEL ABBREVIATIONS
SLVx. = LOW VOLTAGE ROOM SWITCH
PE = PHOTOEYE
TC = TIME SCHEDULE BY CONTROL PANEL
OS = OCCUPANCY SENSOR
SWBK AREA SWITCH BANK
DS = DAYLIGHT SENSOR [0-10V]
EQUIPMENT SCHEDULE
EQUIPMENT VOLTAGE PHASE QUANTITY PANELSTARTER DISCONNECT
COMMENT(S)TYPE SIZE BY TYPE SIZE BY
GWH-1 120 1 1 A - - - - - - DIRECT CONNECTION
TP-1 120 1 1 A - - ES - - ES
ACCU-1 208 1 1 A - - ES FUSED 30A EC
ACCU-2 480 3 1 MDP1 - - ES FUSED 30A EC
ACCU-3 120 1 1 A - - ES FUSED 30A EC
HWB-1 120 1 1 A - - ES - - ES
HWB-2 120 1 1 A - - ES - - ES
CUH-1 120 1 1 A - - ES - - ES
DF-1 480 3 1 MDP1 - - ES - - ESCONTROL PANEL WITH DISC.FURNISHED BY SUPPLIER, INSTALLEDAND WIRED BY EC
DF-2 480 3 1 MDP1 - - ES - - ESCONTROL PANEL WITH DISC.FURNISHED BY SUPPLIER, INSTALLEDAND WIRED BY EC
EF-1 480 3 1 MDP1 FVNR 0 EC - - ES
EF-2 480 3 1 MDP1 FVNR 0 EC - - ES
EF-3 480 3 1 MDP1 FVNR 0 EC - - ES
EF-4 480 3 1 MDP1 FVNR 0 EC - - ES
EF-5 120 1 1 A FVNR 0 EC - - ES
EF-6 120 1 1 A FVNR 0 EC - - ES WALL SWITCH
FAF-1 120 1 1 A - - ES NON-FUSED 30A EC
FAF-2 120 1 1 A - - ES NON-FUSED 30A EC
FAF-3 120 1 1 A - - ES NON-FUSED 30A EC
GFT-1 120 1 1 A - - - - - - DIRECT CONNECTION
P-1 480 3 1 MDP1 FVNR 0 EC FUSED 30A EC
P-2 480 3 1 MDP1 FVNR 0 EC FUSED 30A EC
P-3 480 3 1 MDP1 FVNR 0 EC FUSED 30A EC
P-4 480 3 1 MDP1 FVNR 0 EC FUSED 30A EC
P-5 120 1 1 A - - ES - - ES
P-6 120 1 1 A - - ES - - ES
P-7 120 1 1 A - - ES - - ES
P-8 120 1 1 A - - ES - - ES
P-9 120 1 1 A - - ES - - ES
P-10 120 1 1 A - - ES - - ES
L-1 120 1 1 A - - - - - - HVAC DAMPERS
L-2 120 1 1 A - - - - - - HVAC DAMPERS
L-3 480 3 1 MDP1 - - - - - - HVAC DAMPERS (EF POWERED)
L-4 480 3 1 MDP1 - - - - - - HVAC DAMPERS (EF POWERED)
L-5 120 1 1 A - - - - - - HVAC DAMPERS
L-6 120 1 1 A - - - - - - HVAC DAMPERS
L-7 120 1 1 A - - - - - - HVAC DAMPERS
MAU-1 480 3 1 MDP1 - - ES - - ES
UH-1 120 1 1 A - - ES - - ES
UH-2 120 1 1 A - - ES - - ES
F-4, FIRE PUMP 480 3 1 - - - ES - - ES
OH-1 208 3 1 A - - ES - - ES
HANGAR DOOR 480 3 1 MDP1 - - ES - - ES EXISTING (RELOCATED)
GPU 208 3 4 A - - - - - - OWNER EQUIPMENT
AIR COMPRESSOR (ARC-1) 208 3 1 A - - - - - - OWNER EQUIPMENT
NOTES: (1) WHERE COMBINATION STARTER/DISCONNECT IS REQUIRED, SEE GENERAL NOTES ON SHEET E-001
(2) REFER TO SHEETS E-131/E-132 FOR EQUIPMENT LOCATIONS
(3) SEE PANEL SCHEDULES ON SHEET E-701 FOR EQUIPMENT OCP RATINGS
(4) SEE ELECTRICAL ONE-LINE ON SHEET E-701 FOR WIRE SIZES
(4) SEE SHEET E-001 FOR WIRE SIZES <#4
SHEET NO.:
SHEET CONTENTS
DO NOT SCALE DRAWINGS
ISSUED
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
© CopyrightThis document, or any portion thereof, shallnot be duplicated, disclosed, or used on anyother project or extension of this projectexcept by written agreement with Mead &Hunt, Inc. Mead & Hunt shall not beresponsible for any unauthorized use of, oralteration to these documents.
Mead & Hunt, Inc.7900 West 78th St.
Suite 370Minneapolis, MN 55439phone: 952-941-5619
meadhunt.com
10
/4/2
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3 2
:59
:22
PM
C:\R
evit L
oca
l\23
09
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E-601
ELECTRICALSCHEDULES
Outa
gam
ie C
o. R
egio
nal A
irport
W6390 C
halle
nger
Drive
Apple
ton, W
isconsin
54914
AT
W C
orp
Hanger
Relo
cation
ISSUE FOR BID
2309902-130075.01
JDM
MAM
September 13, 2013
JDM
09.13.13 ISSUE FOR BID &PERMIT
2 10.04.13 ADDENDUM 002
PANEL: B OC DEVICE TYPE: Breaker ENCLOSURE: NEMA 1 MAINS(A): BKR CONTINUOUS(A): 250
LOCATION: HANGAR 113 DEVICE FAMILY: Bolt On MOUNTING: Surface WIRING: 3-Phase 4-Wire BUS SC RATING(A) 10000
FED FROM: XFMR-2 VOLTAGE: 208/120 FAULT CURRENT(A): 5069
OC NOTES DESCRIPTION DEMAND VA CKT PHASE LOADS VA CKT VA DEMAND DESCRIPTION NOTES OC
AMPS P CODE A B C CODE AMPS P
100 3 GPU-3 RECEPTA 25219 1 16812 2 25219 RECEPTA GPU-4 100 3
"" "" - 3 16812 4 - "" ""
"" "" - 5 16812 6 - "" ""
100 3 GPU-2 RECEPTA 25219 7 8473 8 200 RECEPTA RECEPTACLE 20 3
"" "" - 9 8473 10 - "" ""
"" "" - 11 8473 12 - "" ""
0 1 SPACE SPACE 0 13 0 14 0 SPACE SPACE 0 1
0 1 SPACE SPACE 0 15 0 16 0 SPACE SPACE 0 1
0 1 SPACE SPACE 0 17 0 18 0 SPACE SPACE 0 1
0 1 SPACE SPACE 0 19 0 20 0 SPACE SPACE 0 1
0 1 SPACE SPACE 0 21 0 22 0 SPACE SPACE 0 1
0 1 SPACE SPACE 0 23 0 24 0 SPACE SPACE 0 1
0 1 SPACE SPACE 0 25 0 26 0 SPACE SPACE 0 1
0 1 SPACE SPACE 0 27 0 28 0 SPACE SPACE 0 1
0 1 SPACE SPACE 0 29 0 30 0 SPACE SPACE 0 1
0 1 SPACE SPACE 0 31 0 32 0 SPACE SPACE 0 1
0 1 SPACE SPACE 0 33 0 34 0 SPACE SPACE 0 1
0 1 SPACE SPACE 0 35 0 36 0 SPACE SPACE 0 1
0 1 SPACE SPACE 0 37 0 38 0 SPACE SPACE 0 1
0 1 SPACE SPACE 0 39 0 40 0 SPACE SPACE 0 1
0 1 SPACE SPACE 0 41 0 42 0 SPACE SPACE 0 1
ALL CONNECTED KVA MAX PH AMPS * PHASE TOTALS VA AMPS BUS TOTALS KVA
TOTAL CONNECTED 75.86 210.6 * A-N 25285.3 210.6 CONNECTED 173.34
TOTAL DEMAND 42.93 119.2 * B-N 25285.3 210.6 DEMAND 141.11
TOTAL DESIGN 42.93 119.2 * C-N 25285.3 210.6 DESIGN 141.11
PROVIDE AND INSTALL FEEDER. COMPLY WITH NEC ARTICLE 695 AND WE ENERGIES ELECTRIC SERVICE RULES.
UTIL-0001
S
P UTIL-TRANSFORMER
SIZED PER UTILITY
FDR-MDP1
2 Run(s) of
4/C+G
Phase (AWG/kcmil): 3/0
Neutral (AWG/kcmil): 3/0
ConductorType: Copper
Insulation: THWN
Ground (AWG/kcmil): 3
Conduit Type: Non-Magnetic
Conduit Size: 2"
MB-MDP1
Trip: 400.0 A
Frame: 400.0 A
BUS- MDP1
480.0 V
Avail Fault: 7623.31 A
Connected Load: 483.41 kVA
Demand Load: 347.18 kVA
Design Load: 349.74 kVA
BKR-XFMR-208V
Trip: 125.0 A
Frame: 125.0 A
FDR-PRI-XFMR1
1 Run(s) of
3/C+G
Phase (AWG/kcmil): 1
Neutral (AWG/kcmil): NA
ConductorType: Copper
Insulation: THWN
Ground (AWG/kcmil): 6
Conduit Type: Magnetic
Conduit Size: 1 1/4"
S
P
XFMR-208V
75.0 kVA
Pri Voltage 480 V
Sec Voltage 208 V
Type Dry Type
FDR-SEC-XFMR1
1 Run(s) of
4/C+G
Phase (AWG/kcmil): 250
Neutral (AWG/kcmil): 250
ConductorType: Copper
Insulation: THWN
Ground (AWG/kcmil): 2
Conduit Type: Magnetic
Conduit Size: 2 1/2"
BKR-208
Trip: 250.0 A
Frame: 250.0 A PANEL-A-BUS208.0 V
Avail Fault: 4675.30 A
Connected Load: 114.93 kVA
Demand Load: 95.82 kVA
Design Load: 95.82 kVA
MDP1
A
FDR-FIRE
1 Run(s) of
4-1/C+G
Phase (AWG/kcmil): 3/0
Neutral (AWG/kcmil): 3/0
ConductorType: Copper
Insulation: THWN
Ground (AWG/kcmil): 6
Conduit Type: Non-Magnetic
Conduit Size: 2"
FIRE PUMP- 125HP
GPU-1
BKR-GPU
Trip: 100.0 A
Frame: 100.0 A
FDR-AC1 Run(s) of
3/C+G
Phase (AWG/kcmil): 4
Neutral (AWG/kcmil): 4
ConductorType: Copper
Insulation: THWN
Ground (AWG/kcmil): 8
Conduit Type: Magnetic
Conduit Size: 1"
CONTROL
S
P
XFMR-208V0
75.0 kVA
Pri Voltage 480 V
Sec Voltage 208 V
Type Dry Type
BKR-XFMR-208V0
Trip: 125.0 A
Frame: 125.0 A
FDR-PRI-XFMR2
1 Run(s) of
3/C+G
Phase (AWG/kcmil): 1
Neutral (AWG/kcmil): NA
ConductorType: Copper
Insulation: THWN
Ground (AWG/kcmil): 6
Conduit Type: Magnetic
Conduit Size: 1 1/4"
FDR-SEC-XFMR2
1 Run(s) of
4/C+G
Phase (AWG/kcmil): 250
Neutral (AWG/kcmil): 250
ConductorType: Copper
Insulation: THWN
Ground (AWG/kcmil): 2
Conduit Type: Magnetic
Conduit Size: 2 1/2"
BKR-208-2
Trip: 250.0 A
Frame: 250.0 A BUS-0040208.0 V
Avail Fault: 4675.30 A
Connected Load: 173.34 kVA
Demand Load: 141.11 kVA
Design Load: 141.11 kVA
GPU-2
BKR-GPU0
Trip: 100.0 A
Frame: 100.0 A
FDR-AC01 Run(s) of
3/C+G
Phase (AWG/kcmil): 4
Neutral (AWG/kcmil): 4
ConductorType: Copper
Insulation: THWN
Ground (AWG/kcmil): 8
Conduit Type: Magnetic
Conduit Size: 1"
B
GPU-3
BKR-GPU1
Trip: 100.0 A
Frame: 100.0 A
FDR-AC11 Run(s) of
3/C+G
Phase (AWG/kcmil): 4
Neutral (AWG/kcmil): 4
ConductorType: Copper
Insulation: THWN
Ground (AWG/kcmil): 8
Conduit Type: Magnetic
Conduit Size: 1"
GPU-4
BKR-GPU2
Trip: 100.0 A
Frame: 100.0 A
FDR-AC21 Run(s) of
3/C+G
Phase (AWG/kcmil): 4
Neutral (AWG/kcmil): 4
ConductorType: Copper
Insulation: THWN
Ground (AWG/kcmil): 8
Conduit Type: Magnetic
Conduit Size: 1"
PANEL: MDP1 OC DEVICE TYPE: Breaker ENCLOSURE: NEMA 1 MAINS(A): BKR CONTINUOUS(A): 400
LOCATION: HANGAR 113 DEVICE FAMILY: Bolt On MOUNTING: Surface WIRING: 3-Phase 4-Wire BUS SC RATING(A) 22000
FED FROM: UTILITY VOLTAGE: 480/277 FAULT CURRENT(A): 7623
OC NOTES DESCRIPTION DEMAND VA CKT PHASE LOADS VA CKT VA DEMAND DESCRIPTION NOTES OC
AMPS P CODE A B C CODE AMPS P
125 3 XFMR-1 GENERAL 75000 1 27439 2 7316 H.V.A.C ACCU-2 15 3
"" "" - 3 27439 4 - "" ""
"" "" - 5 27439 6 - "" ""
15 3 HANGAR DOOR GENERAL 933 7 1142 8 2494 H.V.A.C EF-1 15 3
"" "" - 9 1142 10 - "" ""
"" "" - 11 1142 12 - "" ""
20 3 MAU-1 H.V.A.C 5737 13 2744 14 2494 H.V.A.C EF-3 15 3
"" "" - 15 2744 16 - "" ""
"" "" - 17 2744 18 - "" ""
15 3 EF-2 H.V.A.C 2494 19 1663 20 2494 H.V.A.C P-1 15 3
"" "" - 21 1663 22 - "" ""
"" "" - 23 1663 24 - "" ""
15 3 EF-4 H.V.A.C 2494 25 1663 26 2494 H.V.A.C DF-1 15 3
"" "" - 27 1663 28 - "" ""
"" "" - 29 1663 30 - "" ""
15 3 P-2 H.V.A.C 2494 31 1663 32 2494 H.V.A.C DF-2 15 3
"" "" - 33 1663 34 - "" ""
"" "" - 35 1663 36 - "" ""
125 3 XFMR-2 GENERAL 75000 37 25000 38 0 SPARE SPARE 20 1
"" "" - 39 25921 40 1015 LIGHTIN EXT LGHTING 20 1
"" "" - 41 25963 42 1062 LIGHTIN S OFFICE LGHTS 20 1
20 1 HANGER N LGHTS LIGHTIN 3559 43 5361 44 1802 LIGHTIN N OFFICE LGHTS 20 1
20 1 HANGAR S LGHTS LIGHTIN 3559 45 3842 46 933 H.V.A.C P-3 20 3
20 3 P-4 H.V.A.C 933 47 622 48 - "" ""
"" "" - 49 622 50 - "" ""
"" "" - 51 311 52 0 SPARE SPARE 20 1
20 1 SPARE SPARE 0 53 0 54 0 SPARE SPARE 20 1
15 3 SPARE SPARE 0 55 0 56 0 SPARE SPARE 15 3
"" "" - 57 0 58 - "" ""
"" "" - 59 0 60 - "" ""
15 3 SPARE SPARE 0 61 0 62 0 SPARE SPARE 15 3
"" "" - 63 0 64 - "" ""
"" "" - 65 0 66 - "" ""
0 1 SPACE SPACE 0 67 0 68 0 SPACE SPACE 0 1
0 1 SPACE SPACE 0 69 0 70 0 SPACE SPACE 0 1
0 1 SPACE SPACE 0 71 0 72 0 SPACE SPACE 0 1
0 1 SPACE SPACE 0 73 0 74 0 SPACE SPACE 0 1
0 1 SPACE SPACE 0 75 0 76 0 SPACE SPACE 0 1
0 1 SPACE SPACE 0 77 0 78 0 SPACE SPACE 0 1
0 1 SPACE SPACE 0 79 0 80 0 SPACE SPACE 0 1
0 1 SPACE SPACE 0 81 0 82 0 SPACE SPACE 0 1
0 1 SPACE SPACE 0 83 0 84 0 SPACE SPACE 0 1
ALL CONNECTED KVA MAX PH AMPS * PHASE TOTALS VA AMPS BUS TOTALS KVA
TOTAL CONNECTED 195.80 241.1 * A-N 66817.3 241.1 CONNECTED 483.41
TOTAL DEMAND 118.39 148.0 * B-N 66095.9 238.5 DEMAND 347.18
TOTAL DESIGN 120.93 152.5 * C-N 62895.5 227.0 DESIGN 349.74
PANEL: A OC DEVICE TYPE: Breaker ENCLOSURE: NEMA 1 MAINS(A): BKR CONTINUOUS(A): 250
LOCATION: HANGAR 113 DEVICE FAMILY: Bolt On MOUNTING: Surface WIRING: 3-Phase 4-Wire BUS SC RATING(A) 10000
FED FROM: XFMR-1 VOLTAGE: 208/120 FAULT CURRENT(A): 5069
OC NOTES DESCRIPTION DEMAND VA CKT PHASE LOADS VA CKT VA DEMAND DESCRIPTION NOTES OC
AMPS P CODE A B C CODE AMPS P
30 2 ACCU-1 H.V.A.C 3744 1 3073 2 3603 GENERAL ARC-1 15 3
"" "" - 3 3073 4 - "" ""
15 1 FAF-1 H.V.A.C 697 5 1897 6 - "" ""
15 1 FAF-2 H.V.A.C 697 7 1393 8 697 H.V.A.C FAF-3 15 1
15 1 EF-5 H.V.A.C 360 9 1057 10 697 HEATING UH-1 15 1
15 1 UH-2 HEATING 697 11 1417 12 721 H.V.A.C HWB-1 15 1
15 1 HWB-2 H.V.A.C 721 13 721 14 0 SPARE SPARE 15 1
15 1 SPARE SPARE 0 15 120 16 120 HEATING P-5 15 1
20 1 GWH-1 PLUMBIN 1201 17 8952 18 23417 RECEPTA GPU-1 100 3
15 1 P-7 H.V.A.C 120 19 7920 20 - "" ""
20 1 P-8 H.V.A.C 120 21 7920 22 - "" ""
15 1 P-6 H.V.A.C 120 23 1681 24 4683 HEATING HEAT TRACE UPPER 30 3
20 3 SPARE SPARE 0 25 1561 26 - "" ""
"" "" - 27 1561 28 - "" ""
"" "" - 29 240 30 240 RECEPTA ICE MACH 15 1
20 1 DW RECEPTA 600 31 841 32 240 RECEPTA REF 20 1
20 1 MICROWAVE RECEPTA 600 33 1500 34 900 RECEPTA HANGAR W WALL 20 1
20 1 HANGAR E WALL RECEPTA 1080 35 1800 36 720 RECEPTA STORAGE RCPTS N 20 1
20 1 STORAGE RCPTS S RECEPTA 1080 37 1800 38 720 RECEPTA PILOT RCPTS S 20 1
20 1 SHOP OFFICE RECEPTA 900 39 2074 40 1201 GENERAL COPIER 20 1
20 1 LOBBY/RECP RCPTS RECEPTA 540 41 1620 42 1080 RECEPTA CONFERENCE RCPTS 20 1
20 1 OFFICE RCPTS RECEPTA 1080 43 1426 44 360 GENERAL COMM ROOM 20 1
20 1 COMM ROOM GENERAL 360 45 720 46 360 GENERAL COMM ROOM 20 1
20 1 RESTROOM RCPTS RECEPTA 540 47 655 48 120 H.V.A.C EF-6 20 1
20 1 MECH RCPTS RECEPTA 720 49 1800 50 1080 RECEPTA SCHEDULING/VEST RCPT 20 1
20 1 PILOT RCPTS N RECEPTA 720 51 4651 52 3963 PLUMBIN TP-1 50 1
15 1 ACCU-3 H.V.A.C 1681 53 2042 54 360 H.V.A.C GAS DETECTION 15 1
15 1 LOUVER MODS N H.V.A.C 240 55 600 56 360 H.V.A.C LOUVER MODS S 15 1
15 1 P-9 H.V.A.C 120 57 240 58 120 H.V.A.C P-10 15 1
15 1 EF-6 H.V.A.C 120 59 240 60 120 H.V.A.C CUH-1 15 1
15 3 OH-1 GENERAL 466 61 869 62 720 RECEPTA LOBBY/RECP RCPTS 20 1
"" "" - 63 516 64 360 GENERAL FACP 20 1
"" "" - 65 689 66 540 RECEPTA MEZZ/ROOF RCPTS 15 1
30 1 BLOCK HEATER HEATING 1201 67 1546 68 360 RECEPTA KITCHEN AREA 1 15 1
30 1 BLOCK HEATER HEATING 1201 69 1546 70 360 RECEPTA KITCHEN AREA 2 15 1
30 1 BLOCK HEATER HEATING 1201 71 1201 72 0 PLUMBIN GFT-1 15 1
15 1 SPARE SPARE 0 73 0 74 0 SPARE SPARE 15 1
15 1 SPARE SPARE 0 75 0 76 0 SPARE SPARE 15 1
15 1 SPARE SPARE 0 77 0 78 0 SPARE SPARE 15 1
15 1 SPARE SPARE 0 79 0 80 0 SPARE SPARE 15 1
15 1 SPARE SPARE 0 81 0 82 0 SPARE SPARE 15 1
15 1 SPARE SPARE 0 83 0 84 0 SPARE SPARE 15 1
ALL CONNECTED KVA MAX PH AMPS * PHASE TOTALS VA AMPS BUS TOTALS KVA
TOTAL CONNECTED 70.21 205.9 * A-N 23293.7 194.0 CONNECTED 114.93
TOTAL DEMAND 50.96 155.4 * B-N 24729.1 205.9 DEMAND 95.82
TOTAL DESIGN 50.96 155.4 * C-N 22206.5 184.9 DESIGN 95.82
SHEET NO.:
SHEET CONTENTS
DO NOT SCALE DRAWINGS
ISSUED
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
© CopyrightThis document, or any portion thereof, shallnot be duplicated, disclosed, or used on anyother project or extension of this projectexcept by written agreement with Mead &Hunt, Inc. Mead & Hunt shall not beresponsible for any unauthorized use of, oralteration to these documents.
Mead & Hunt, Inc.7900 West 78th St.
Suite 370Minneapolis, MN 55439phone: 952-941-5619
meadhunt.com
10
/4/2
01
3 2
:59
:23
PM
C:\R
evit L
oca
l\23
09
90
2-1
30
07
5.0
1-M
EP
-Cen
tra
l-20
13
_1
51
6jd
m.r
vt
E-701
ELECTRICALONE-LINE DIAGRAM
Outa
gam
ie C
o. R
egio
nal A
irport
W6390 C
halle
nger
Drive
Apple
ton, W
isconsin
54914
AT
W C
orp
Hanger
Relo
cation
ISSUE FOR BID
2309902-130075.01
JDM
MAM
September 13, 2013
JDM
09.13.13 ISSUE FOR BID &PERMIT
2 10.04.13 ADDENDUM 002
2
22
22
2
2
22 2