SECTION 084513 - STRUCTURED-POLYCARBONATE-CANOPY SYSTEMS ...

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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.

STRUCTURED-POLYCARBONATE-CANOPY SYSTEMS

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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.



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.



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.



SYSTEMS

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

AT

3' -

1 1

/2"

= 2

5' -

0"

2' -

10

"(4

) S

PA

CE

S A

T 3

' - 5

" =

14

' - 2

"(6

) S

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

3

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

8

S-2549

S-254

7

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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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

0 842

1

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09.13.13 ISSUE FOR BID &PERMIT

1 09.27.13 ADDENDUM 001

2 10.07.13 ADDENDUM 002

2

2

2

2

2

2

2

22

2

B

11

2

A.8

1.7 1.7

A.98A.82

1.1

2.52.5

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

22

( 111' -

4"

)

18' -

0"

5

S-452

4

S-452

7

S-452

6

S-452

3

S-541

3.502

M&H NO.:

Project Title:

DRN By:

CKD By:Date:

DrawingReferenceSheet No.:

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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)


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


3/16

3/16

1/4

1/4 FULL LENGTH,TYPICAL


SINGLE SHEAR PLATECONNECTION(SEE DETAIL 1/S-541)

PL1/2x6x0'-7" WITH(4) 3/4" DIA A325 BOLTS


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


SINGLE SHEAR PLATECONNECTION,EXTENDED CONFIGURATION(SIM TO DETAIL 1/S-541)

PL1/2 BOTTOM FLANGECONNECTION PLATE WITH(4) 3/4" DIA A325 BOLTS


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


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STRUCTURALFRAMING DETAILS

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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


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)


SOLID SAWN TIMBERFRAMING (SEE PLAN)

2" 3" 2"

5"

2"

3"

4"

9 7

/8"


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) 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"


(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"



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) 1/4" DIAMETER x3 1/2" LONG GRK RSSSTRUCTURAL SCREWS(OR APPROVED EQUAL)EACH SIDE OF COL. AT2" SPACING



(2) 3/4" DIA. A307THRU-BOLT


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


ISSUED

M&H NO.:

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STRUCTURALFRAMING DETAILS -ABI#5 & ABI#6

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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


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


ISSUED

M&H NO.:

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A-721

REFLECTED CEILINGPLANS

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2309902-130075.01

NJD

THM

September 13, 2013

MLW

2013

NORTH

1/8" = 1'-0"1First Floor


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


ISSUED

M&H NO.:

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UNDERGROUNDDRAIN AND VENTPLUMBING PLAN

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ISSUE FOR BID

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September 13, 2013

CAH

NORTH

1/8" = 1'-0"1UNDERGROUND DRAIN AND VENT PLUMBING PLAN


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


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


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SHEET CONTENTS


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ABOVE GROUNDDRAIN AND VENTPLUMBING PLAN

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2309902-130075.01

CAH

MFP

September 13, 2013

CAH

NORTH

1/8" = 1'-0"1ABOVE GROUND DRAIN AND VENT PLUMBING PLAN


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


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


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


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


SHEET NO.:

SHEET CONTENTS


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FLOOR PLAN -SUPPLY

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2309902-130075.01

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September 13, 2013

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NORTH

1/8" = 1'-0"1FLOOR PLAN - SUPPLY


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


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DATE:

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P-501

PLUMBING DETAILS

Outa

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o. R

egio

nal A

irport

W6390 C

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isconsin

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CAH

MFP

September 13, 2013

CAH


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


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DATE:

DESIGNED BY:

DRAWN BY:

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PLUMBINGSHCEDULES

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


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


<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


TABLE - MINIMUM WIRE SIZE 208V AND 240V 3PH

MAXIMUM

CIRCUIT

AMPACITY


<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



MAXIMUM

CIRCUIT

AMPACITY


<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



MAXIMUM

CIRCUIT

AMPACITY


<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


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


ISSUED

M&H NO.:

DATE:

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E-001

ELECTRICAL NOTES& SYMBOLS

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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


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


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).

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FLOOR PLAN -LIGHTING

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NORTH

1/8" = 1'-0"1FLOOR PLAN - LIGHTING


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.:

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E-102

MEZZANINE FLOORPLAN - LIGHTING

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September 13, 2013

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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


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


ISSUED

M&H NO.:

DATE:

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DRAWN BY:

CHECKED BY:




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E-131

FLOOR PLAN -POWER

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2309902-130075.01

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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


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


ISSUED

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DATE:

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CHECKED BY:




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E-132

MEZZANINE FLOORPLAN - POWER

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ISSUE FOR BID

2309902-130075.01

JDM

MAM

September 13, 2013

JDM


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



GFT-1 120 1 1 A - - - - - - DIRECT CONNECTION

P-1 480 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


ISSUED

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DATE:

DESIGNED BY:

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E-601

ELECTRICALSCHEDULES

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ISSUE FOR BID

2309902-130075.01

JDM

MAM

September 13, 2013

JDM


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















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


Insulation: THWN


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


Neutral (AWG/kcmil): 250


Insulation: THWN




BKR-208

Trip: 250.0 A

Frame: 250.0 A PANEL-A-BUS208.0 V





MDP1

A

FDR-FIRE

1 Run(s) of

4-1/C+G

Phase (AWG/kcmil): 3/0

Neutral (AWG/kcmil): 3/0


Insulation: THWN


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




Insulation: THWN



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


Neutral (AWG/kcmil): NA


Insulation: THWN




FDR-SEC-XFMR2

1 Run(s) of

4/C+G




Insulation: THWN




BKR-208-2

Trip: 250.0 A

Frame: 250.0 A BUS-0040208.0 V





GPU-2

BKR-GPU0

Trip: 100.0 A

Frame: 100.0 A

FDR-AC01 Run(s) of

3/C+G




Insulation: THWN



Conduit Size: 1"

B

GPU-3

BKR-GPU1

Trip: 100.0 A

Frame: 100.0 A

FDR-AC11 Run(s) of

3/C+G




Insulation: THWN



Conduit Size: 1"

GPU-4

BKR-GPU2

Trip: 100.0 A

Frame: 100.0 A

FDR-AC21 Run(s) of

3/C+G




Insulation: THWN



Conduit Size: 1"

PANEL: MDP1 OC DEVICE TYPE: Breaker ENCLOSURE: NEMA 1 MAINS(A): BKR CONTINUOUS(A): 400


FED FROM: UTILITY VOLTAGE: 480/277 FAULT CURRENT(A): 7623



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


"" "" - 57 0 58 - "" ""

"" "" - 59 0 60 - "" ""


"" "" - 63 0 64 - "" ""

"" "" - 65 0 66 - "" ""














PANEL: A OC DEVICE TYPE: Breaker ENCLOSURE: NEMA 1 MAINS(A): BKR CONTINUOUS(A): 250


FED FROM: XFMR-1 VOLTAGE: 208/120 FAULT CURRENT(A): 5069



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











SHEET NO.:

SHEET CONTENTS


ISSUED

M&H NO.:

DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:




meadhunt.com

10

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ELECTRICALONE-LINE DIAGRAM

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Apple

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ISSUE FOR BID

2309902-130075.01

JDM

MAM

September 13, 2013

JDM


2 10.04.13 ADDENDUM 002

2

22

22

2

2

22 2

SECTION 084513 - STRUCTURED-POLYCARBONATE-CANOPY SYSTEMS ...

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Transcript of SECTION 084513 - STRUCTURED-POLYCARBONATE-CANOPY SYSTEMS ...