RTA FOR BIDDING_06152020 Part 2.pdf

PDF 42 MB Posted Jun 19, 2020

Attached to: UNION STREET DAM FISH PASS
Solicitation number: W911XK20R0011
Issued by: Department of the Army Corps of Engineers Engineering District Detroit

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation is for a federal construction project to build a fish passage at the Union Street Dam. The Department of the Army Corps of Engineers Engineering District Detroit is seeking bids to construct a fish ladder and make related improvements. Offerors must submit proposals by June 30, 2020 addressing the specifications in the attached RTA FOR BIDDING_06152020 Part 2 document. The agency intends to award a firm fixed-price construction contract with an estimated value between $5-10 million. The project must be completed within 24 months of the award date. U.S.-based small businesses are encouraged to compete for this opportunity. The selected contractor will be responsible for constructing the fish ladder and ensuring compliance with all relevant environmental regulations.

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Other files

File	Type	Posted
W911XK20R0011 0004.pdf	PDF	Jul 30, 2020
W911XK20R0011- 0003.pdf	PDF	Jul 27, 2020
W911XK20R0011-0003.pdf	PDF	Jul 27, 2020
W911XK20R0011-0002.pdf	PDF	Jul 23, 2020
W911XK20R0011-0002.pdf	PDF	Jul 23, 2020
W911XK20R0011-0001.pdf	PDF	Jul 13, 2020
W911XK20R0011.pdf	PDF	Jun 22, 2020
State of Mich WRP019834 v1 Permit Final Signed.pdf	PDF	Jun 19, 2020
RTA FOR BIDDING_06152020 Part 1.pdf	PDF	Jun 19, 2020
W911XK20R0011.pdf	PDF	Jun 19, 2020
AllSpecs_FinalAsBid_06.15.2020.pdf	PDF	Jun 19, 2020
SOM Placard.pdf	PDF	Jun 19, 2020

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N S

S T

GRAND TRAVERSE BAY

(WEST ARM)

BOARDMAN

LAKE

BOARDMAN RIVER

INT3-4

PG-1

PG-2

PG-3

WR-2A

M-1

M-3

PW1-1

PW1-2

INT1-2

SID-1

INT1-3

INT3-6

INT3-5

INT3-3

INT1-1

INT3-2

INT3-1

INT3-9

PW1-3

INT3-7

INT3-8

IDENTITY TAG KEY:

SIGN TYPE

SIGN NUMBER

SID SITE IDENTITY

PG PEDESTRIAN GATEWAY

SIGN TYPE LEGEND:

WAYFINDING SIGN INFORMATION:

PW1 PEDESTRIAN WAYFINDING

M PEDESTRIAN MAP KIOSK

INT1 INTERPRETIVE SIGN

INT1-1

INT2 INTERPRETIVE SIGN

INT3 INTERPRETIVE SIGN

WR WARNING/RESTRICTION SIGN

M-4

M-2

WR-1A

PW1-4

EXISTING SIGN TO REMAIN (TYP.)

PW1-5

PW2 PEDESTRIAN WAYFINDING

PW2-2

PW2-1

WR-3

WR-1B

WR-2B

T R

A V

E R

S E

I T

R A

V E

R S

I T

I G

H W

A Y

S U

I T

E p h

NORTH

AG100

A D

N .R U

K .N O R B E R G

AG201

A G

P E

2”x 2”x 1/4” ALUMINUM SQUARE TUBING

PAINTED MP 59647 BLACK

FRONT SIDEALTERNATE LAYOUT

PLAN VIEW

1/4” ALUMINUM CUT LETTERING

WELDED TO FRAME ON CENTER

PAINTED MP 59647 BLACK

1/8” ALUMINUM SKIRT

PAINTED MP 59647 BLACK

SEE DETAIL 2/AG201

1½” x 1½”1/8”

ANGLE FRAMING

ROUTED OUT LETTERING

COUNTERSUNK SCREWS

1/8” ALUMINUM SKIRT

TOP AND SIDES

5/8" DIA HOLE FOR 1/2" DIA

ANCHOR BOLT, TYP

1½” x 1½”1/8”

ANGLE FRAMING

1/8” ALUMINUM SKIRT

TOP AND SIDES

1/4” ALUMINUM PLATE

ROUTED IN SHAPE OF FISH

PAINTED MP 59647 BLACK

WELDED TO ALUMINUM FRAME

TYPEFACE HELVETICA NEUE

LT 57 CONDENSED

BACK SIDE

2’0”x1’0”x1/2” ALUMINUM

WELDED BASEPLATE

(6) 1/2” DIA ANCHOR

BOLTS 6” DEEP, TYP

FRONT VIEW

(2) 1/2” DIA ANCHOR

BOLTS 6” DEEP, TYP

NOTE

NAME SHOWN IS A PLACEHOLDER

ONLY. NUMBER OF LETTERS COULD

INCREASE TO 14 MAXIMUM WITH A

MAXIMUM HEIGHT OF 15'-6".

SEE S117 FOR

FOUNDATION

DETAILS.

1' -0

'-6

2'-6"

1'-5"

'-8

SCALE: N.T.S.1 SIGN TYPE SID - SITE IDENTITY - FRONT & BACK ELEVATIONS

SCALE: 1"=1' SCALE: N.T.S.3 SIGN TYPE SID - SITE IDENTITY - SIDE ELEVATION

SCALE: 1"=1'

SCALE: N.T.S.2 SIGN TYPE SID - SITE IDENTITY - BASE DETAIL

SCALE: 1"=1'

2'-6"

1' -0

2'-6"

1' -6

1'-6"

1' -0

2' -1

2" 1'

-0

'-6

2'-6"

1'-5"

'-8

A D

N .R U

K .N O R B E R G

AG202

A G

P E

G UN

FRONT SIDE BACK SIDE

2”x 2” x 1/4” SQUARE

TUBING FRAME PAINTED

MP 59647 BLACK

8”x 15”x 1/2” ALUMINUM

BASEPLATE

1/4” ALUMINUM CUT LETTERING

WELDED TO FRAME ON CENTER

PAINTED MP 59647 BLACK WITH

MATTE FINISH CLEARCOAT

1/8” ALUMINUM FACE COVER

WELDED TO TUBING

SCALE: N.T.S.1 SIGN TYPE PG - PEDESTRIAN GATEWAY FRONT & BACK ELEVATIONS

SCALE: 1 1/2"=1' SCALE: N.T.S.2 SIGN TYPE PG - PEDESTRIAN GATEWAY SIDE ELEVATION

SCALE: 1 1/2"=1'

SEE S117 FOR

FOUNDATION DETAILS.

(2) 1/2” DIA ANCHOR

BOLTS 6” DEEP, TYP

1'-3"

9' -0

A D

N .R U

K .N O R B E R G

AG203

A G

P E

P W

FRONT SIDE BACK SIDE

Cass Street

Union Street

Kayak Launch

Cass Street

Union Street

Kayak Launch

SCALE: N.T.S.2 SIGN TYPE PW1 - PEDESTRIAN WAYFINDING FOOTER DETAIL

SCALE: 1 1/2"=1'

SCALE: N.T.S.1 SIGN TYPE PW1 - PEDESTRIAN WAYFINDING - FRONT & BACK ELEVATIONS

SCALE: 1 1/2"=1' SCALE: N.T.S.3 SIGN TYPE PW1 - PEDESTRIAN WAYFINDING - SIDE ELEVATION

SCALE: 1 1/2"=1'

2”x 2” x 1/4” SQUARE

TUBING INTERNAL FRAME

WELDED ALUMINUM ANGLE FRAME

2’3”x 6”x 1/2” THICK ALUMINUM BASEPLATE

1/8” THICK ALUMINUM SIGNFACE

1/8” ALUMINUM FACE COVER

PAINTED MP 59647 BLACK

1ST SURFACE HP CAST

VINYL 3M™ GRAPHIC

FILM WHITE & ORANGE

SEE S117 FOR

FOUNDATION DETAILS.

SEE DETAIL 2/AG203

(2) 3/4” DIA ANCHOR

BOLTS 6” DEEP MIN, TYP

9' -0

6"2'-3"

2" 2"

1 1/2" 1 1/2"

2" 2"

1'-3"

A D

N .R U

K .N O R B E R G

AG204

E M

A G

P E

FRONT SIDE BACK SIDE

Union Street Dam Park

FishPass

1'-3"

SCALE: N.T.S.1 SIGN TYPE INT1 - INTERPRETIVE SIGN - FRONT & BACK ELEVATIONS

SIGN TYPE M - PEDESTRIAN MAP KIOSK - FRONT & BACK ELEVATIONS

SCALE: 3/4"=1'

SCALE: N.T.S.3 SIGN TYPE INT1 - INTERPRETIVE SIGN - INTERNAL STRUCTURE

SIGN TYPE M - PEDESTRIAN MAP KIOSK - INTERNAL STRUCTURE

SCALE: 3/4"=1' SCALE: N.T.S.4 SIGN TYPE INT1 - INTERPRETIVE SIGN - BASE DETAIL

SIGN TYPE M - PEDESTRIAN MAP KIOSK - BASE DETAIL

SCALE: 1 1/2"=1'

SCALE: N.T.S.2

SCALE: 3/4"=1'

SIGN TYPE INT1 - INTERPRETIVE SIGN - SIDE ELEVATION

SIGN TYPE M - PEDESTRIAN MAP KIOSK - SIDE ELEVATION

2”x 2”x 1/8” WELDED

ALUMINUM ANGLE

INTERNAL FRAME (TYP)

1/8” ALUMINUM FACE

WELDED TO FRAME OR

BONDED W/ CONSTRUCTION

ADHESIVE

2”x 2”x 1/8” WELDED

ALUMINUM ANGLE

INTERNAL FRAME (TYP)

.090” ALUMINUM SIDE

SEE S117 FOR

FOUNDATION DETAILS.

REMOVEABLE PANEL WITH MAP OR

INTERPRETIVE INFORMATION, ARTWORK

WILL BE PROVIDED TO VENDOR BY OWNER.

REMOVEABLE PANEL TO BE FLUSH

WITH SIGN STRUCTURE WITH NO VISIBLE

FASTENERS.

COUNTERSUNK SCREWS

REMOVABLE BACK PANEL

ACCESS FOR INSTALLATION

2”x 2” x 1/8” ALUMINUM

ANGLE INTERNAL FRAME

1/8” ALUMINUM FACE COVER

PAINTED MP 59647 BLACK

PAINTED GRAPHICS

REMOVEABLE PANEL WITH MAP OR

INTERPRETIVE INFORMATION, ARTWORK

WILL BE PROVIDED TO VENDOR BY OWNER.

REMOVEABLE PANEL TO BE FLUSH

WITH SIGN STRUCTURE WITH NO VISIBLE

FASTENERS.

WELDED ALUMINUM ANGLE FRAME

2’3”x 6”x 1/2” THICK ALUMINUM BASEPLATE

1/8” THICK ALUMINUM SIGNFACE

(2) 3/4” DIA ANCHOR

BOLTS 6” DEEP MIN, TYP

SEE DETAIL 4/AG204

2'-3"

9' -0

5' -0

3 1 /2"

9 1/2"

1' -3

2'-4 1/4"

2'-5 3/4"

5' -4

A D

N .R U

K .N O R B E R G

AG205

A G

P E

Union Street Dam Park

FishPass

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Union Street Dam Park

FishPass

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SCALE: N.T.S.1 SIGN TYPE INT2 - INTERPRETIVE SIGN - FRONT & BACK ELEVATIONS

SCALE: 1 1/2"=1' SCALE: N.T.S.2 SIGN TYPE INT2 - INTERPRETIVE SIGN - SIDE ELEVATION

SCALE: 1 1/2"=1'

FRONT SIDE BACK SIDE

1/8” ALUM SIGN BACKER

PAINTED MP 59647 BLACK

4” ALUMINUM SQUARE TUBING

PAINTED MP 59647 BLACK

8”x8”x1/4” ALUMINUM PLATE

BRACKET PAINTED MP 59647 BLACK

4” GUSSET FOR BOLT

ATTACHMENT

COUNTERSUNK MACHINE SCREWS

ATTACHING GRAPHC PANEL

ALL CORNERS TO BE EASED

1/2" THICK PANEL WITH

INTERPRETIVE GRAPHICS

INFORMATION, ATTACHED

TO ALUMINUM SIGN BACKER

PANEL WITH NO VISIBLE

FASTENERS. ARTWORK WILL BE

PROVIDED TO VENDOR BY OWNER.

SEE S117 FOR

FOUNDATION DETAILS.

(2) 1/2” DIA ANCHOR

BOLTS 6” DEEP, TYP

1’0”x6”x 1/2”

ALUMINUM

BASEPLATE

4'-4"

2' -3

2'-3"

3' -3

4' -1

45°

A D

N .R U

K .N O R B E R G

AG206

A G

P E

1/4” ALUMINUM SIGN FACE

PAINTED MP 59647 BLACK

BOTH SIDES

CUSTOM FABRICATED

ALUMINUM BRACKET

(SEE BRACKET DETAIL 2/AG-206)

WELDED TO ALUMINUM

BACKER PANEL

Union Street Dam Park

FishPass

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Union Street Dam Park

FishPass

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CUSTOM FABRICATED

ALUMINUM BRACKET

WELDED TO BACKER PANEL

1/8” ALUMINUM PLATE

1/2” THICK PANEL

RAILING BY OTHERS SEE 1/L210 FOR DETAILS

1/2" THICK PANEL WITH

INTERPRETIVE GRAPHICS

INFORMATION, ATTACHED

TO ALUMINUM SIGN BACKER

PANEL. ARTWORK WILL BE

PROVIDED TO VENDOR BY

OWNER.

ALL CORNERS TO BE EASED

3” RAILING

45°

SCALE: N.T.S.1 SIGN TYPE INT3 - INTERPRETIVE SIGN - FRONT ELEVATION

SCALE: 1 1/2"=1' SCALE: N.T.S.3 SIGN TYPE INT3 - INTERPRETIVE SIGN - SECTION DETAIL

SCALE: 1 1/2"=1'

SCALE: N.T.S.2 BRACKET DETAIL

SCALE: 1 1/2"=1'

1'- 6"

5'-0"

2' -0

2'-3"

1 1/4"

1'-0"

5" 5"

1 1/2"

5'-0"

1' -6

FRONT SIDE

BACK SIDE

A D

N .R U

K .N O R B E R G

AG207

E W

A G

P E

W R

SCALE: N.T.S.1 SIGN TYPE WR - WARNING/RESTRICTION SIGN - FRONT & BACK ELEVATIONS

SCALE: 1 1/2"=1' SCALE: N.T.S.2 SIGN TYPE WR - WARNING/RESTRICTION SIGN - SIDE ELEVATION

SCALE: 1 1/2"=1'

SEE S117 FOR

FOUNDATION DETAILS.

MESSAGE AND

LAYOUT

TO BE

DETERMINED

SIGN NUMBER WR-1A

SIGN NUMBER WR-2A

(DOUBLE-SIDED)

By entering, visitors will be deemed to have accepted and be bound by the following rules and regulations:

All children under the age of 18 must be supervised by an adult at all times.

Running or any other wild behavior in the Park is strictly prohibited.

No visitor shall disturb or tease any animal by any means, including an attempt to pet, feed, handle or capture animals except under the supervision of a staff member.

The Park reserves the right to immediately evict from the premises any visitor exhibiting unruly behavior.

The film and photographic material taken by visitors may only be used for private purposes. The commercial use and sale of this material (or parts thereof) in any way is expressly prohibited.

The Park may photograph or film any visitor for any purpose, without prior approval or compensation, as permitted under applicable law, provided, however, that any visitor who objects to such usage is requested to promptly notify the Park office.

Visitors are liable for any damages, which result from negligence of the regulations or any other negligent behavior on their behalf or by the children for whom they are responsible.

The Park is not responsible for any damages to the visitor as a result of not adhering to these rules and regulations.

SIGN NUMBER WR-1B

SIGN NUMBER WR-2B

(DOUBLE-SIDED)

MESSAGE AND

LAYOUT

TO BE

DETERMINED

RIVER MAP

TO BE PROVIDED

BY OWNER

MESSAGE AND LAYOUT FOR EXAMPLE ONLY

EXACT MESSAGE TO BE PROVIDED BY THE OWNER

SIGN NUMBER WR-3

Union Street Dam Park

FishPass

Hazardous recirculating currents below this dam can trap and drown a victim

1/4” ALUMINUM SIGN FACE

PAINTED MP 59647 BACKSIDE

PAINTED BLACKBLACK

DIGITALLY PRINTED GRAPHICS

APPLIED TO ALUMINUM BACKER

4” ALUMINUM SQUARE TUBING

PAINTED MP 59647 BLACK

8”x8”x1/4” ALUMINUM PLATE

BRACKET PAINTED MP 59647 BLACK

4” GUSSET FOR BOLT

ATTACHMENT

ALL CORNERS TO BE EASED

(2) 1/2” DIA ANCHOR

BOLTS 6” DEEP, TYP

1’0”x6”x 1/2”

ALUMINUM

BASEPLATE

DANGER

FRONT SIDE BACK SIDE

3' -0

2'-0"

2' -6

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A D

N .R U

K .N O R B E R G

AG208

A G

P E

P W

SCALE: N.T.S.1 SIGN TYPE PW2 - PEDESTRIAN WAYFINDING - FRONT & BACK ELEVATIONS

SCALE: 1 1/2"=1' SCALE: N.T.S.2 SIGN TYPE PW2 - PEDESTRIAN WAYFINDING - SIDE ELEVATION

SCALE: 1 1/2"=1'

SEE S117 FOR

FOUNDATION DETAILS.

SIGN NUMBER PW2-1 SIGN NUMBER PW2-2

4” ALUMINUM SQUARE TUBING

PAINTED MP 59647 BLACK

8”x8”x1/4” ALUMINUM PLATE

BRACKET PAINTED MP 59647 BLACK

4” GUSSET FOR BOLT

ATTACHMENT

ALL CORNERS TO BE EASED

(2) 1/2” DIA ANCHOR

BOLTS 6” DEEP, TYP

1’0”x6”x 1/2”

ALUMINUM

BASEPLATE

Union Street

Boardwalk

Union Street

1/4” ALUMINUM SIGN FACE

PAINTED MP 59647 BACKSIDE

PAINTED BLACKBLACK

Kayak Launch

Amphitheater

Fishing

Union Street

Kayak Launch

Amphitheater

Fishing

2' -6

-0

2'-0"

FRONT SIDE BACK SIDE

A D

N .R U

K .N O R B E R G

AG301

A G

P E

P W

S ig n

Fa ce

La yo u ts

NORTH SIDE SOUTH SIDE NORTH SIDE SOUTH SIDE NORTH SIDE SOUTH SIDE

NORTH SIDE SOUTH SIDE NORTH SIDE SOUTH SIDE

Kayak Launch

Cass Street

Amphitheater

Parking

Fishing

Kayak Launch

Amphitheater

Parking

Fishing

Boardwalk

Restrooms

Union Street

Research Building

Restrooms

Research Building

Boardwalk

Union Street Up Stream Launch Cass Street

Union Street

Fishing

Research Building

Restrooms

Down Stream Launch

Cass Street

Up Stream Launch Down Stream Launch

Fishing

Research Building

Restrooms

Up Stream Launch Cass Street

Fishing

Research Building

Restrooms

Down Stream Launch

Fishing

Parking

SCALE: N.T.S.1 SIGN TYPE PW - SIGN FACE LAYOUT

SCALE: 3/4"=1'

SIGN NUMBER PW1-1 SIGN NUMBER PW1-2

SIGN NUMBER PW1-4 SIGN NUMBER PW1-5

SIGN NUMBER PW1-3

A D

RESEARCH

BUILDING

FENCED

STORAGE

AEREA

I D

OBSERVATION

AREA

EXISTING PUBLIC ALLEY

UPPER LEVEL

LOWER LEVEL

GENERATOR

ROOM

LINE OF ROOF

ABOVE

F.F. EL. = 110'-0"F.F. EL. = 110'-0"

F.F. EL. = 100'-0"

T R

A V

E R

R A

V E

R S

I T

I G

H W

A Y

S U

I T

E p h

L N

A-100

1. CONFLICTS, ERRORS OR OMISSIONS SHALL BE BROUGHT TO THE ATTENTION

OF THE ARCHITECT, IN WRITING, AND WRITTEN CLARIFICATION AND/OR

INFORMATION SHALL BE RECEIVED PRIOR TO PROCEEDING WITH ITEM

QUESTIONED. THE CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY

CONFLICTS, ERRORS OR OMISSIONS OF WHICH THE CONTRACTOR FAILED TO

NOTIFY THE ARCHITECT.

2. THE CONTRACTOR SHALL VISIT THE PROJECT SITE, INVESTIGATE AND BECOME

FAMILIAR WITH ALL EXISTING CONDITIONS PRIOR TO BIDDING THE PROJECT.

ADDITIONAL COSTS WILL NOT BE AWARDED FOR EXISTING CONDITIONS WHICH

ARE VISIBLE AND/OR CAN BE REASONABLY ANTICIPATED.

3. G.C. IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND ETC. PRIOR TO

CONSTRUCTION AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES THAT

COULD AFFECT THE DESIGN AND CONSTRUCTION OF THE PROJECT.

4. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE,

AND CITY CODES AND STANDARDS.

5. THE CONTRACTOR SHALL PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND

CERTIFICATES OF OCCUPANCY.

6. SUBSTANTIAL COMPLETION OF THE PROJECT WILL BE BASED UPON

COMPLETION OF THE WORK SET FORTH IN THE CONSTRUCTION DOCUMENTS

AND SPECIFICATIONS.

7. G.C. TO ALLOW ADEQUATE TIME FOR DELIVERY OF LONG LEAD TIME ITEMS.

G.C. IS ADVISED TO PLACE ORDERS AS SOON AS BID IS AWARDED TO AVOID

ANY UNNECESSARY DELAYS.

8. DO NOT SUPPORT NEW ITEMS FROM PIPING, CONDUITS OR ANY WORK BY

OTHER TRADES.

9. UNLESS OTHERWISE INDICATED, EACH SUBCONTRACTOR AND GENERAL

CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING & SUPPORTING

ALL ITEMS FROM THE STRUCTURE FOR GRAVITY LOADS AND TO RESIST

SEISMIC MOVEMENTS AS REQUIRED BY ALL APPLICABLE CODES. (ANY

BRACING W/ A SIGNIFICANT VISUAL IMPACT IS SUBJECT TO ARCHITECT

REVIEW & APPROVAL)

10. DO NOT SCALE DRAWINGS - USE DIMENSIONS ONLY.

11. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DISTRIBUTION OF

COMPLETE SETS OF CONTRACT DOCUMENTS TO ALL TRADES. EACH TRADE

SHALL REVIEW ALL CONTRACT DOCUMENTS SO AS TO BE AWARE OF ALL

ITEMS OF WORK AFFECTING THEIR RESPECTIVE TRADE. NO CLAIMS FOR

"EXTRAS" WILL BE HONORED DUE TO FAILURE TO REVIEW COMPLETE SET OF

DOCUMENTS.

12. GENERAL CONTRACTOR MUST KEEP THE APPROVED BID DOCUMENT STAMPED

SET ON SITE AT ALL TIMES.

13. ALL DIMENSIONS SHOWN ARE FROM FINISHED FACE TO FINISHED FACE,

UNLESS NOTED OTHERWISE.

14 ALL PENETRATIONS (HVAC DUCTWORK, WATER LINES, DRAINS, CONDUITS,

THERMOSTAT WIRING, ETC.) THROUGH ANY WALLS, SHALL BE SEALED TIGHT

TO PREVENT THE ACCUMULATION OF POTENTIALLY DANGEROUS GASES.

15. OFFICE 100 - FURNITURE SHOWN IS NOT IN CONTRACT.

16. SEE DRAWING A201 FOR RESTROOM BARRIER FREE STANDARDS AND

ACCESSORY NOTES.

17. COORDINATE THE INSTALLATION OF THE TV MONITOR, LIGHT FIXTURES, AND

OTHER ITEMS TO BE MOUNTED IN AREAS OF SPLIT-FACE CMU VENEER, WITH

THE MASONRY CONTRACTOR AND OTHER TRADES. PROVIDE AN AREA OF

BURNISHED CMU VENEER (COLOR TO MATCH SPLIT-FACE), SIZED

APPROPRIATELY FOR THE ITEM TO BE INSTALLED.

18. REFER TO THE REST OF THE DOCUMENTS FOR ADDITIONAL GENERAL NOTES.

ARCHITECTURAL GENERAL NOTES

APPLICABLE CODES:

CODE SUMMARY

SUMMARY: BUILDING

BUILDING USE GROUP

CONSTRUCTION TYPE

FIRE SUPPRESSION PROVIDED

USE GROUP SEPARATION

BUILDING HEIGHT:

ALLOWABLE BUILDING STORIES

GENERAL:

REFERENCE

ACTUAL BUILDING STORIES / HEIGHT

BUILDING AREA:

ALLOWABLE BUILDING AREA

ACTUAL BUILDING AREA

26,000

IIB

2,945

TABLE 503

TABLE 5033

2 / 27 FT

CHAPTER 3

SECTION 602

SECTION 903

MINIMUM FIRE RESISTANCE RATING:

STAIRWAYS 0 HR

TABLE 508.3NONE

PRIMARY STRUCTURAL FRAME 0 HR

BEARING WALLS 0 HR

NON-BEARING WALLS 0 HR

FLOOR CONSTRUCTION 0 HR

ROOF CONSTRUCTION 0 HR

TABLE 601

DESIGN OCCUPANT LOAD:

B - @ 100 SF/PERSON - TABLE 1004.1.2

EXIT TRAVEL DISTANCE:

MAXIMUM LENGTH OF EXIT ACCESS TRAVEL 300

ACTUAL LENGTH OF EXIT ACCESS TRAVEL

TABLE 1016.1

EGRESS WIDTH:

MINIMUM EGRESS CORRIDOR WIDTH

MINIMUM CORRIDOR WIDTH

44" SECTION 1005.1

44" SECTION 1018.2

MAXIMUM LENGTH OF DEAD END CORRIDOR 50' SECTION 1018.4

SEE PLANS

• 2015 MICHIGAN BUILDING CODE (MBC)

• BARRIER FREE CODE - 2012 MICHIGAN BUILDING CODE & ANSI 117.1

• 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN (ADOPTED MARCH 9, 2011)

• 2012 MICHIGAN PLUMBING CODE (MPC)

• 2012 MICHIGAN MECHANICAL CODE (MMC)

• 2011 MICHIGAN ELECTRIC CODE W/ PART 8 ELECTRICAL RULES

• ASHRAE 62.1-2007 STANDARD “VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY”

• INTERNATIONAL FIRE CODE (IFC) - 2012 EDITION

• 2009 MICHIGAN UNIFORM ENERGY CODE

TABLE 601

UNION STREET DAM - FISH PASS PROJECT

RESEARCH BUILDING

NO SCALE

PARTIAL SITE PLAN

NORTH

NOTES:

1. LOWER LEVEL FINISH FLOOR ELEVATION = 100'-0", IS BASED ON USGS,

NAVD 88 ELEVATION 590.50' = 100'-0. (UNO)

2 REFER TO LANDSCAPE & CIVIL DRAWINGS FOR

ADDITIONAL INFORMATION.

A D

ROOF PLAN

OUTLINE OF

BUILDING (BELOW)

6" GUTTER &

DOWNSPOUT

GREEN ROOF

SYSTEM VEGETATION

PRE-FINISHED

COPING AND

FASCIA (TYPICAL)

'-4

2 :

VTR

48'-8"

GREEN ROOF

SYSTEM - STONE

14'-4" 20'-0" 14'-4"

SLOPE TYP.

1/4" : 1FT.

PRE-FINISHED METAL

COPING AND FASCIA

BUILT-UP ROOF

ON TAPERED

INSULATION TYP.

'-4

19'-4"

'-0

" RD

6" GUTTER &

DOWNSPOUT

1'-8"1'-8"

PRE-FINISHED MET.

GRAVEL STOP AND

FASCIA (TYPICAL)

NOTE: SEE SHT. A402 FOR TYPICAL ROOF DETAILS.

UPPER LEVEL

ELEV

ACC

FLOOR PLAN

45'-4"

COMPRESSOR

11'-4"5'-4"2'-0"6'-0"2'-0"5'-4"

17'-4"3'-4"1'-8"6'-0"

GENERATOR

'-4

" O . to

O . O

18'-11 1/16"

'-8

6'- 0"

2'- 4"

SOLID SURFACE

COUNTER AND

S.S. SINK

1'-4" 11'-1"

4'- 0"

8'-

7'- 6"

5'-9" *

9'-

1'- 4"

4" 3'-

4" 5'-

6" 3'-

4" 6'-

6" 3'-

4" 4"

1'- 4"

8'- 0"

8'- 8"

8'-0"

1'-4"

UPPER & LOWER

CABINETS

UNI-SEX

BF TLT

OFFICE

UNI-SEX

BF TLT

STAIR

MECH

ELEC

107A

J.C.

COMPRESSOR /

GENERATOR

1" INSUL GLASS IN

ALUM. FRAME TYP.

M.O.

M.O. M.O. M.O.

LINE OF ROOF

OVERHANG TYP.

EDGE OF CONC.

FDN. & METAL

SIDING

4" 4"

EDGE OF METAL

SIDING

EDGE OF BRICK

LEDGE BELOW

I.T.

CAB.

PRE-FINISHED

METAL LOUVER

PRE-FINISHED

METAL LOUVER

2'- 8"

6'- 0"

6'-0" M.O.

2'-0"

A403

NOTE: COORDINATE WITH

ELEVATOR MANUFACTURER'S

REQUIREMENTS TYP.

FIRE DEPT. ACCESS

"KNOX-BOX" SERIES 3200

(OR EQUAL) - W/ RECESS

MOUNT @ (5' A.F.F.)

FENCED ENCLOSURE

WITH GATE - SEE

LANDSCAPE DRAWINGS

1 HR FIRE

RATED WALL

1 HR FIRE RATED WALL

2FURNITURE

N.I.C. TYP.

SEE SHT. A402 FOR

STAIR DETAILS TYP.

LINE OF 4'x4"

CONC.STOOP TYP,

- SEE DETAIL

# 5/S007A

LINE OF 4'x4' CONC.STOOP - SEE DETAIL # 5/S007A

LINE OF 7'x4' CONC.

STOOP - SEE DETAIL

# 5/S007A

REF. N.I.C.

S.S.

PRE-CAST

SPLASH BLOCK LINE OF 4'x4"

CONC.STOOP TYP,

- SEE DETAIL

# 5/S007A

(6x5') MAT - SEE RM.

FINISH SCHEDULE

TV MONITOR LOCATION -

PROVIDE BURNISHED CMU

FOR SURFACE MOUNT (50"

WIDE MAX.) ENCLOSURE UNIT.

- SEE ELECTRICAL

1'-4"4'-2"

PEDESTRIAN GUARDRAIL AND

GRAVITY RETAINING WALL -

SEE LANDSCAPE DWGS TYP.

MAX.

LOWER LEVEL

FLOOR PLAN

ELEV

45'-4"

'-4

PRECAST MODULAR

RETAINING WALL - SEE

LANDSCAPE PLANS

FRZ.

N.I.C.

STAINLESS STEEL

SINK - SEE MECH.

SPECS.

UN-EXCAVATED

FND WALL & FTGS - SEE BLDG.

STRUCTURAL PLANS (TYP)

4'- 0"

4'-8" 6'-5"

'-4

16'-0" 10'-0" 4'-8" 3'-4"

1'-4"

10'-0"

1'- 4"

8'-8" 1'-4"

5'- 4"

EQUIP. N.I.C

CHASE

32" W x 48"

ACCESS PANEL

UNI-SEX

BF TLT

FABRICATION

ROOM

STAIR

003 003

001001A

1'- 4"

4" 2'-

'-0

5'- 0"

4" BRICK LEDGE W/

CMU VENEER

LINE OF O.H.

COILING DOOR

ABOVE

8'-

7'- 6"

5'-9" *

NOTE: COORDINATE WITH

ELEVATOR MANUFACTURER'S

REQUIREMENTS TYP.

1 HR FIRE

RATED WALL

SEE SHT. A402 FOR

STAIR DETAILS TYP.

LINE OF 4'x4' CONC.

STOOP - SEE DETAIL

# 5/S007A

S.S. WORK SURFACE WITH

BACK SPLASH - (BY

S.S. SINK MANUFACTURER)

ON (3) 24" WIDE, BASE AND

WALL CABINETS. SEE

DETAIL 2 / A403 SIM.

6'-1"

4'- 1"

8'- 8"

2'- 8"

LOWER LEVEL

CEILING PLAN

ELEV

'-4

45'-4"

EXP.

CONST.

9'-2"A.F.F.

8'-0"A.F.F.SEE STRUCTURAL FOR

EXTENT OF PRECAST

CONCRETE PLANKS

UNI-SEX

BF TLT

FABRICATION

ROOM

STAIR

2x2 SURFACE MTD.

LED FIXTURE TYP.

- SEE ELECTRICAL

2x2 LAY IN LED

FIXTURE TYP. -

SEE ELECTRICAL

2x2 ACOUSTIC LAY-IN

CLG. PANELS AND GRID

TYP.

'-4

8'-8"

8'-0"A.F.F.

UPPER LEVEL

ELEV

CEILING PLAN

45'-4"

'-4

EXPOSED

CONST.

11'-4"A.F.F.

8'-0"A.F.F.

11'-4"A.F.F.

UNI-SEX

BF TLT

OFFICE

UNI-SEX

BF TLT

STAIR

J.C.

104COMPRESSOR /

GENERATOR

GYP. BD. CEILING TYP.

(PAINTED)

GYP. CEILING TYP.

(PAINTED)

2x2 SURFACE MTD.

LED FIXTURE TYP. (FOR 4)

SEE ELECTRICAL

COLD FORMED TRUSS ABOVE (TYP). BOT. OF

TRUSS @ 11'-4" A.F.F. (SEE STRUCTURAL)

2X2 SUSPENDED LED FIXT. (6)

TYP. SEE ELECTRICAL

PREFIINISHED LINEAR

METAL SOFFIT (VENTED)

MECH

ELEC

2'- 8"

3'- 8"

1'- 8"

3'- 8"

4'-0" 4'-0" 4'-0" 4'-0"

EQEQ

LIGHT FIXTURE TYP.

SEE ELECTRICAL

"WHISPER WAVE" (OR EQUAL) ACOUSTIC PANEL

(TYP FOR 10) - PROVIDE ALL ADDITIONAL METAL

FRAMING AND HARDWARE AS REQUIRED TO

INSTALL, PER MANUFACTURERS INSTRUCTIONS.

EXPOSED

CONSTRUCTION

DIFFUSER TYP. -

SEE MECHANICAL

T R

A V

E R

R A

V E

R S

I T

I G

H W

A Y

S U

I T

E p h

L P

A-101

NORTH

A D

A V

E R

R A

V E

R S

I T

I G

H W

A Y

S U

I T

E p h

A-201

DOOR SCHEDULE

DOOR FRAME DETAILS

HARDWARE

SETS

REFER TO

SECTION

08 71 00 NOTES

NO. ROOM NAME

TYPE SIZE MATERIAL MATERIAL TYPE HEAD JAMB

001 FABRICATION

ROOM C 3'-0" X 7'-2" HM HM 1 2/A201 SIM 2/A201 SIM 03 1, 2

001A FABRICATION

ROOM OHCD 3'-0" X 7'-2" SS GALV STRUC 3/A401 - - -

002 UNI-SEX

BF TOILET A 3'-0" X 7'-2" HM HM 1 1/A201 1/A201 05 -

003 STAIR A 3'-0" X 7'-2" HM HM 1 1/A201 1/A201 04 90 MIN. FIRE RATED

101 OFFICE C 3'-0" X 7'-2" HM HM 1 2/A201 2/A201 03 1, 2

102 MECH / ELEC A 3'-0" x 7'-2" HM HM 1 1/A201 1/A201 07 90 MIN. FIRE RATED

103 UNI-SEX

BF TOILET A 3'-0" x 7'-2" HM HM 1 2/A201 2/A201 06 1

104 J.C. A 3'-0" x 7'-2" HM HM 1 2/A201 2/A201 01 1

105 UNI-SEX

BF TOILET A 3'-0" x 7'-2" HM HM 1 2/A201 2/A201 06 1

107 COMPRESSOR /

GENERATOR A 3'-0" x 7'-2" HM HM 1 1/A201 SIM 1/A201 SIM 07 90 MIN. FIRE RATED

107A COMPRESSOR /

GENERATOR A (2) 3'-0" X 7'-2" HM HM 2 1/A201 SIM 1/A201 SIM 02 1

6" 6"TEMPERED GLASS (T)

DOOR TYPES

FLUSH DOOR

FLUSH DOOR W/ HALF LITE

FRAME TYPES

ROOM FINISH SCHEDULE

ROOM

NO. ROOM NAME

FLOOR WALL CEILING

REMARKSFLOOR BASE ALL NORTH SOUTH EAST WEST MTL/FIN

001 FAB. ROOM SEALER - PT1 - - - - EXP. CONSTR.

PT2

002 UNI-SEX

BF TOILET BBT1 RB PT3 - - - - GYP/ PT1

003 STAIR

RUBBER

TREAD &

RISER

RB PT1 - - - - EXP.CONSTR.

PT2

101 OFFICE

BBT1 &

BBT2

MAT

RB - PT1 PT1 PT4 PT1 EXP.CONSTR.

PT2 / ACP2 1, 2

102 MECH / ELEC RM. SEALER - PT1 - - - - GYP/ PT1

103 UNI-SEX

BF TOILET BBT1 RB PT3 - - - - GYP/ PT1

104 J.C. SEALER RB PT1 - - - - GYP/ PT1

105 UNI-SEX

BF TOILET BBT1 RB PT3 - - - - GYP / PT1

106 STAIR TR1 RB PT1 - - - - EXP.CONSTR.

PT2

107 COMPRESSOR /

GENERATOR SEALER - PT1 - - - - EXP.CONSTR.

PT2

60" MIN.

CLEAR

" M

36" MIN.

CLEAR

" M

16"-18"

"-1

42" MIN.

12" MAX.

"-1

25" MAX.

" M

NOTE 1

" M

"-3

24" MIN. 12" MIN.

"-3

ALT. LOCATION

9" M

39" - 41"

NOT TO SCALE

ADULT RESTROOM BARRIER FREE STANDARD ELEVATIONS

(REFER TO PLANS FOR ACTUAL LAYOUT)

7 1 1/2" MIN. CLR. BELOW

GRAB BAR, SEE NOTE

12" MIN. CLR. SEE NOTE 2.

1. DISPENSER OUTLET ABOVE THE GRAB BAR SHALL

BE 24" MIN. & 36" MAX. FROM REAR WALL.

BELOW THE GRAB BAR, DISPENSER OUTLET SHALL BE

24" MIN. & 42" MAX. FROM REAR WALL.

2. NO PART OF ANY ACCESSORY SHALL BE WITHIN A

ZONE 12" ABOVE AND 1 12" BELOW THE GRAB BAR.

EXCEPTION: RECESSED DISPENSERS EXTENDING NO

MORE THAN 14" BEYOND FACE OF WALL MAY CROSS

THIS ZONE. NO PORTION OF A RECESSED DISPENSER

SHALL BE BEHIND THE GRAB BAR ITSELF.

3. OUTLET OF DISPENSER SHALL BE 18" MIN. AND 48"

MAX. ABOVE FLOOR.

*WITH MAX. 0.5" REACH DEPTH. REFER TO

ICC A117.1-2009TABLE 603.6 FOR OTHER

REACH DEPTH CONDITIONS

54" MIN.

BASED ON ICC A117.1-2009

"-3

"-1

" M

. B

" M

30" MIN.

12" MIN.

16"-18"

60"MIN. TO LAV.

66" MIN. TO WALL

60"Ø MIN.

TURNAROUND

24" MIN.

" M

. C

" D

15" MIN.

7'-1 1/2" MIN. CLEAR

36" MIN. BAR

" M

"-4

NOT TO SCALE

ADULT RESTROOM BARRIER FREE STANDARDS

(REFER TO PLANS FOR ACTUAL ROOM LAYOUT)

18" VERT.

** MAY BE 0" UNLESS DOOR

HAS BOTH CLOSER & LATCH,

THEN 12" MIN. IS REQUIRED

TYPICAL LAVATORY/

SINK 21" W x 18" D9

1. DISPENSER OUTLET ABOVE THE GRAB BAR

SHALL BE 24" MIN. & 36" MAX. FROM REAR WALL.

BELOW THE GRAB BAR, DISPENSER OUTLET

SHALL BE 24" MIN. & 42" MAX. FROM REAR WALL.

BASED ON ICC A117.1-2009

TOILET/SHOWER

ACCESSORY NOTES

1 UNFRAMED MIRROR

FRAMED MIRROR

PAPER TOWEL DISPENSER UNIT

PAPER TOWEL DISPOSAL UNIT

PAPER TOWEL DISP.-DISP.

DISPENSER UNIT

SANITARY NAPKIN DISPOSAL UNIT

TOILET PAPER HOLDER

GRAB BARS

SOAP DISPENSER

PURSE SHELF

HAND DRYER

HAIR DRYER

ROBE HOOK

ROD AND CURTAIN

SHOWER SEAT

SOAP DISH

MOP RACK AND SHELF

BABY CHANGING TABLE

NOT ALL ACCESSORY NOTES USED, REFER TO PLANS

(SOLID SURFACE MATERIAL)

MAT

EXP

(FLOOR MAT)

(EXPOSED)

CONC

SSM

(RUBBER WALL BASE)

(CONCRETE)

(PAINT EXPOXY)

(PLASTIC LAMINATE)

(GYPSUM DRYWALL)

(CONCRETE MASONRY UNIT)

CMU

(PAINT)

GPDW

PLAM

ACOUSTICAL TREATMENT 09500

COLOR SCHEDULE

WINDOW ROLLER SHADES 12 24 13

ACP1

WT1

MAT

ENTRANCE MATS 09651

MECHOSHADE THERMOVEIL 15O4 BLACK/BROWN (OR EQUAL)

DECORATIVE LAMINATE FACED CASEWORK 06200 & 123039

RB1 4"H.- JOHNSONITE #40 BLACK (OR EQUAL)

NEVAMAR COPPER FUSION 2 TEXTURED FN002TPLAM1

GENERAL NOTES

A. ACCEPTABLE MANUFACTURERS ARE DEFINED IN THE PROJECT MANUAL SPECIFICATIONS AND ARE

NOT LIMITED TO THOSE LISTED BELOW. COLORS AND FINISHES OF SELECTED MANUFACTURERS SHALL

MATCH THOSE COLORS AND FINISHES LISTED IN THE COLOR SCHEDULE.

B. DISCREPANCIES IN FINISH DESIGNATIONS MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT

FOR RESOLUTION PRIOR TO FABRICATION/INSTALLATION.

C. MILLWORK FILLER PANELS FINISHED WITH PATTERNED LAMINATE SHALL HAVE THE PATTERN

INSTALLED IN THE SAME DIRECTION AS THE ADJACENT CABINET.

D. CABINET UNIT HEATERS, WIREWAYS, ACCESS PANELS, GRILLES, LOUVERS, FIRE EXTINGUISHER CABINETS, ELECTRICAL PANELS, MECHANICAL DEVICES, ETC, SHALL BE FINISHED TO MATCH THE

ADJACENT WALL OR SURFACE, UNO.

E. SEE SPECIFICATION - 099000 FOR PAINTING SCHEDULE, PAINT TYPES, & APPLICATION INFORMATION.

F. CASEWORK UPPER AND LOWER CABINETS TO BE 'PLAM1', UON.

G. COUNTERTOPS, BACKS AND SIDE SPLASHES TO BE 'SSM1', UON.

H. EXTRA MATERIALS: FURNISH EXTRA MATERIALS DESCRIBED BELOW, BEFORE INSTALLATION BEGINS, THAT MATCH PRODUCTS INSTALLED AND THAT ARE PACKAGED WITH PROTECTIVE COVERING FOR

STORAGE AND IDENTIFIED WITH LABELS DESCRIBING CONTENTS.

- ACOUSTICAL TREATMENT (ACP1): 5%, BUT NOT LESS THAN FULL BOXES

- RESILIENT FLOORING (NCT1, NCT2): 5% EACH, BUT NOT LESS THAN FULL BOXES

ROOM SPECIFIC FINISH NOTES

1. ACCENT FLOOR PATTERNS AND/OR ACCENT PAINT COLORS OCCUR IN THIS ROOM. REFER TO

COLOR SCHEDULE AND PATTERN DETAIL THIS SHEET.

2. WINDOW SHADES (ALL WINDOWS): WT1: MESH FABRIC; MOUNT BETWEEN JAMBS.

(RUBBER TREAD AND RISER)TR

SSM1

COUNTER TOPS 066116 & 12305

SOLID SURFACE MATERIAL CORIAN COCOA BROWN (OR EQUAL)

CONCRETE FLOOR SEALER 09900

SEALER

(WINDOW TREATMENT)WT

(UNLESS OTHERWISE NOTED)UON

WALL BASE 09652 & 09300

SHERWIN WILLIAMS (OR EQUAL) - COLOR TBD

PT2

SHERWIN WILLIAMS (OR EQUAL) - COLOR TBDPT3

SHERWIN WILLIAMS (OR EQUAL) - COLOR TBD

ACP2

USG ECLIPSE 2X4 SQUARE EDGE (OR EQUAL) WITH 15/16 GRID

ABBREVIATIONS: COLORS/FINISHES

FINISH NOTES

RUBBER TREAD 09652

MATS INC; SUPREME NOP ROLL GOODS W/ FACTORY EDGING

(OR EQUAL) - COLOR: TO BE SELECTED BY ARCHITECT

JOHNSONITE - HTR HAMMERED TREAD, WITH INTEGRATED

RISER (OR EQUAL) - COLOR: TO BE SELECTED BY ARCHITECT

BBT1 ARMSTRONG MIGRATIONS BBT 12 x12" (OR EQUAL)

COLOR: TO BE SELECTED BY ARCHITECT

BBT2 ARMSTRONG STRIATIONS BBT 12 X 24" (OR EQUAL)

COLOR: TO BE SELECTED BY ARCHITECT

CLEAR SEALER

"WHISPER WAVE" - (OR EQUAL) - SMOOTH, CURVED, SOUND -

ABSORPTIVE CEILING CLOUDS. MANUFACTURED BY "PINTA

ACOUSTIC INC." - 2601 49TH N #400 MINNEAPOLIS, MN 55430

PT1

SHERWIN WILLIAMS (OR EQUAL) - COLOR TBD

PAINT 099000 - COLORS

NOTE: SEE SPECIFICATIONS FOR PAINTING SCHEDULE, PAINT TYPES, AND APPLICATION INFORMATION

PT4

RESILIENT FLOORING 09650

(ACOUSTICAL CEILING PANELS)ACP

(ACOUSTIC WALL PANEL)AWP

(BIO-BASED TILE, NON-PVC)BBT

(STAINLESS STEEL)SS

RT JOHNSONITE - HAMMERED TEXTURE, 24 x 24, RUBBER TILE

(OR EQUAL) - COLOR: TO BE SELECTED BY ARCHITECT

RT (RUBBER TILE)

S.S. STAINLESS STEEL @ RM 001

5 3 /4"

3/8

0 1" 1 1/2" 2"1/2"1

A201

GROUT CORES SOLID

@ REINFORCING - SEE

STRUCT.

CMU

BULLNOSE CMU TYP.

SEALANT @ PERIMETER

BOTH SIDES

H.M. FRAME - MIN. 3

ANCHORS PER JAMB

(FILL W/ GROUT)

SEE DOOR

SCHEDULE

5 3/4"

3/8"

SEE PLANS

2" 3/8

CMU

MASONRY LINTEL - SEE

STRUCT.

SEALANT & BACKER

ROD @ PERIMETER

(BOTH SIDES)

H.M. FRAME - MIN. 3

ANCHORS PER JAMB

(FILL W/ GROUT)

HEAD

JAMB

A201

--- ALL HOLLOW METAL FRAMES TO BE FILLED WITH GROUT - COORDINATE WITH WORK OF

ALL OTHER TRADES.

--- DOOR OPENING SIZE REFERS TO THE CLEAR INSIDE FRAME DIMENSION.

--- ALL HM FRAMES ARE TO BE 2" IN WIDTH, UNLESS NOTED OTHERWISE.

--- ALL DOORS ARE 1 3/4" THICK U.N.O.

--- ALL WIRING TO BE INSTALLED WITHIN DOOR FRAMES. SURFACE MOUNTED CONDUIT IS

NOT AN ACCEPTABLE INSTALLATION. COORDINATE WITH ALL OTHER TRADES.

--- REFER TO ELECTRICAL DRAWINGS FOR DOORS TO BE EQUIPPED WITH CONTACT

SWITCHES/DOOR POSITION SWITCHES.

DOOR SCHEDULE GENERAL NOTES

DOOR SCHEDULE REMARKS

1. DOOR INCLUDES SECURITY SYSTEM ELECTRIC DOOR CONTACTS. REFER TO

SPECIFICATIONS AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.

2. DOOR INCLUDES SECURITY ACCESS CONTROLS (CARD READER). REFER TO ELECTRICAL

DRAWINGS FOR ADDITIONAL INFORMATION.

5 3 /4"

GROUT CORES SOLID

FOR REINFORCING SEE

STRUCT.

CMU

BULLNOSE CMU TYP.

SEALANT @ PERIMETER

BOTH SIDES

H.M. FRAME - MIN. 3

ANCHORS PER JAMB

PREP FRAME FOR DOOR

HARDWARE AND

ACCESSORIES (FILL W/

GROUT)

SEE DOOR

SCHEDULEJAMB

SELF-ADHERING MEMBRANE

FLASHING - EXTEND UP THE

WALL 12" AND OVERLAP S.S.

FLASHING 2" MIN. (TYP)

STAINLESS STEEL FLASHING

W/ END DAMS (TYP)

WEEP/VENT AT 24" O.C. (TYP)

MASONRY LINTEL - SEE

STRUCTURAL. TYPICAL

SEALANT AT PERIMETER BOTH

SIDES TYP.

3/8"- GALV. BENT PLATE (CONT.) -

SEE STRUCTURAL. TYPICAL

CMU VENEER (TYP)3" RIGID CAVITY INSUL. TYP.

0 1" 1 1/2" 2"1/2"1

A201

3" RIGID CAVITY INSUL. TYP.

CMU VENEER (TYP)

A201

HEAD

5 3/4" 3"

BBT 1 - 12 x12"

(TYPICAL)

BBT 2 - 12 x 24"

(TYPICAL)

FLOOR PATTERN @ RM 101

NO SCALE

A D

NORTH ELEVATION

A101

UPPER LEVEL

EL. = 110'

1" INSUL GLASS IN

ALUM. FRAME

VEGETATIVE GREEN ROOF ON

5 1/2" RIGID INSUL ON 1 1/2"

METAL DECK (TYP)

FIRE DEPARTMENT ACCESS -

"KNOX-BOX" SERIES 3200 (OR

EQUAL)- W/ RECESS MOUNT @

THIS LOCATION (5' +/- A.F.F.)

H.M. DOOR & FRAME -

SEE DOOR SCHEDULE

PRE-FINISHED INSULATED

METAL SIDING SYSTEM W/

MITERED OUTSIDE CORNERS

SPLIT FACE CMU #2

VENEER (SHADED TYP)

BURNISHED CMU #1

VENEER TYP.

CONCRETE FOOTINGS

- SEE SHEET S008.

PRE- FINISHED METAL

COPING, FASCIA,

GUTTER AND

DOWNSPOUT TYP)

FINISH GRADE

A301

9'- 4"

1'-4"

1'- 2"

FINISH GRADE

LOWER LEVEL

= 100'-0"

T.O.M.

EL. = 119'-4"

UPPER LEVEL

= 110'-0"

2'- 4"

EAST ELEVATION

A101

LOWER LEVEL

= 100'-0"

VEGETATIVE GREEN ROOF ON

5 1/2" RIGID INSUL ON 1 1/2"

METAL DECK (TYP)

H.M. DOOR & FRAME -

SEE DOOR SCHEDULE

CONCRETE BLDG.

FOUNDATION - SEE

STRUCTURAL DWGS.

PRE-FINISHED INSULATED

MET. SIDING

T.O.M.

= 121'-4"

UPPER LEVEL

= 110'-0"

GRAVITY RETAINING

WALL AND GUARDRAIL -

SEE LANDSCAPE DWGS.

FINISH GRADE - SEE CIVIL

SPLIT FACE CMU #2

VENEER (SHADED TYP)

BURNISHED CMU #1

VENEER TYP.

GUTTER AND

DOWNSPOUT TYP)

PRE-FINISHED METAL

FASCIA

A301

UPPER LEVEL

9'- 2"

'-8

'-0

5'- 0"

SUMP

4'-0" @ENTRY

'-4

SECTION

18" CONCRETE

MAT - SEE BLDG.

STRUCTURAL

DWGS.

4" CONCRETE WALK

2" RIGID INSULATION

OVER WATER PROOFING

MEMBRANE

4' WIDE 8" PRECAST

CONCRETE PLANKS

W/ 2" CONC. TOPPING

16" CAVITY WALL - 4"

CMU VENEER, 1" AIR

SPACE, 3" RIGID

INSUL. & 8" CMU (TYP)

VEGETATIVE GREEN

ROOF ON 5 1/2" RIGID

INSUL ON 1 1/2" METAL

DECK (TYP)

8" CMU ELEVATOR

SHAFT (BEYOND TYP)

3'- 8" X 1'-6" CONCRETE

FTG. @ SOUTH WALL

ONLY

INSULATED O.H. COILING

DOOR

16" CAVITY WALL -

4" CMU VENEER, 1" AIR

SPACE, 3" RIGID INSUL. &

8" CMU (TYP)

1" INSUL GLASS IN ALUM.

FRAME

PRE-FINISHED MET.

SIDING OVER 3"

INSULATED METAL

PANEL SYSTEM.

1" INSUL GLASS IN

ALUM. FRAME

3'- 6"

A301

PRE-FINISHED LINEAR

MET. SOFFIT

8" CMU ELEVATOR SHAFT

(BEYOND TYP) SEE

STRUCTURAL

4'-8"

UPPER LEVEL

ELEV. = 100'-0"

LOWER LEVEL

ELEV. = 100'-0"

"WHISPER WAVE" (OR

EQUAL) ACOUSTIC

PANEL (TYP FOR 10) -

PROVIDE ALL

ADDITIONAL METAL

FRAMING AND

HARDWARE AS

REQUIRED TO INSTALL,

PER MANUFACTURERS

INSTRUCTIONS.

2'-0" (GRAVEL @PERIMETER) TYP.

2'- 8"

4'- 8"

1'- 8"

2'-

2 3/4"

1'- 8"

2'-0"

A401

9'- 4"

DIFFUSER BEYOND

SEE MECHANICAL

2'- 8"

4'- 8"

LIT

SOUTH ELEVATION

A301

ELEVATOR SHAFT (BEYOND )

PRE-FINISHED INSULATED

METAL SIDING SYSTEM W/

MITERED OUTSIDE

CORNERS

VEGETATIVE GREEN ROOF ON

5 1/2" RIGID INSUL ON 1 1/2"

METAL DECK (TYP)

16" CAVITY WALL - 4" CMU

VENEER, 1" AIR SPACE, 3"

RIGID INSUL. & 8" CMU (TYP)

GRAVITY RETAINING WALL AND

GUARDRAIL - SEE LANDSCAPE DWGS.

FINISH GRADE

CONCRETE BLDG. FOUNDATION - SEE

STRUCTURAL DWGS.

1" INSUL GLASS IN

ALUM. FRAME TYP.

FINISH GRADE

LOWER LEVEL

EL. = 100'

UPPER LEVEL

EL. = 110'

T.O.M. (LOW ROOF)

= 119'-4"

T.O.M.

= 121'-4"

1'-4"1'-4"

'-2

'-8

A301

PRE-FINISHED MET.

COPING

STEPPED FOOTING (BEYOND )

PRE-FINISHED METAL

FLASHING TYP.

A401

STONE SILL

STONE SILL TYP.

PRE-FINISHED METAL

LOUVER

7'- 4" 5'-

TV MONITOR LOCATION - PROVIDE

BURNISHED CMU FOR SURFACE

MOUNT (50" WIDE MAX.) ENCLOSURE

UNIT. - SEE ELECTRICAL

4'- 8"

A401

11'-8"

4'-2" MAX 1'-4"

4'- 8"

SPLIT FACE CMU #2

VENEER (SHADED TYP)

BURNISHED #1 CMU

VENEER

5'- 6"

WEST ELEVATION

A101

T.O.M.

= 121'-4"

GRAVITY RETAINING WALL

AND GUARDRAIL (BEYOND)

- SEE LANDSCAPE DWGS.

PRE-FINISHED INSULATED

METAL SIDING SYSTEM W/

MITERED OUTSIDE CORNERS

UPPER LEVEL

EL. = 110'-0"

LOWER LEVEL

EL. = 100'

T.O.M. (LOW ROOF)

= 119'-4"

SPLIT FACE CMU #2

VENEER (SHADED

TYP)

BURNISHED #1 CMU

VENEER

FINISH GRADE

GUTTER AND

DOWNSPOUT

(TYP)

VEGETATIVE GREEN ROOF

SYSTEM ON 5 1/2" RIGID INSUL

ON 1 1/2" METAL DECK (TYP)

FINISH GRADE

'-0

2'- 8"

A301

PRE-FINISHED MET. LOUVER

7'- 4" 5'-

LOWER LEVEL

= 100'-0"

T.O.M.

= 121'-4"

UPPER LEVEL

= 110'-0"

18" CONCRETE MAT - SEE

BLDG. STRUCTURAL DWGS.

16" CONCRETE WALL

2" RIGID INSULATION OVER

WATER PROOFING MEMBRANE

4' WIDE 8" PRECAST CONCRETE

PLANKS

16" CMU WALL - SEE

STRUCTURAL DRAWINGS

(TYP)

1'-4"

VEGETATIVE GREEN ROOF

SYSTEM ON 5 1/2" RIGID INSUL

ON 1 1/2" METAL DECK (TYP)

2'- 8"

4'- 8"

LIT

-F

2'- 8"

SUMP

9'- 2"

'-8

'-0

'-4

8" CMU ELEVATOR SHAFT

(BEYOND TYP)

COLD FORMED METAL TRUSSES TYP. -

SEE STRUCTURSL DWGS.

5/8' TYPE 'X' GYP. ON EA.

SIDE OF 3 5/8" MET.

STUDS @ 16" O.C.

EXTEND FROM T.O.M.

TO B.O.D. TYP. AT

INTERIOR CMU WALLS

8" CMU WALLS - EXTEND TO

PRECAST PLANKS

2" CONCRETE TOPPING ON 8"

PRECAST PLANK FLOOR TYP.

5'- 0"

SECTION

A301

CONC. FILLED METAL PAN STAIR

ALUM. HANDRAILS (EA. SIDE)

'-0

5'- 0"

2'- 4"

LOUVER BEYOND -

SEE MECHANICAL

8" CMU ELEVATOR SHAFT

(BEYOND TYP) SEE

STRUCTURAL

"WHISPER WAVE" (OR EQUAL)

ACOUSTIC PANEL (TYP FOR 10) -

PROVIDE ALL ADDITIONAL METAL

FRAMING AND HARDWARE AS

REQUIRED TO INSTALL, PER

MANUFACTURER'S INSTRUCTIONS.

ROOF DRAIN

SBS MODIFIED ROOFING ON

TAPERED INSULATION (1/4"/FT) ON

PRECAST CONCRETE PLANKS

A401

SIM

LIGHT FIXTURE - SEE

ELECTRICAL TYP.

9'- 4"

DIFFUSER (BEYOND) - SEE

MECHANICAL

2" RIGID INSULATION OVER

WATER PROOFING MEMBRANE

4" CONCRETE WALK

- SEE LANDSCAPING

T R

A V

E R

R A

V E

R S

I T

I G

H W

A Y

S U

I T

E p h

A-301

READY TO

ADVERTISE

A D

SBS MODIFIED ROOFING SYSTEM

ON TAPERED INSULATION (1/4"/FT)

ON PRECAST CONCRETE PLANKS

A401

CMU WALL - SEE

STRUCTURAL DRAWINGS

(TYP)

PRE-FINISHED ALUMINUM

LOUVER - SEE MECHANICAL

2'- 4"

CONCRETE FLOOR SEALER -

SEE ROOM FINISH SCHEDULE

PRE-FINISHED MET. SIDING

OVER 3" INSULATED METAL

PANEL SYSTEM. - INSTALL

PER MANUFACTURERS

RECOMMENDATIONS AND

INSTRUCTIONS. TYP.

CONCRETE SLAB AND

FOUNDATION - SEE

STRUCTURAL DWGS. (TYP)

PRE-FINISHED METAL

GRAVEL STOP W/ CONT.

HOOK STRIP

8" PRECAST CONCRETE

PLANKS - SEE STRUCTURAL

DRAWINGS

UPPER LEVEL

ELEV. = 110'-0"

T.O.M.

ELEV. = 119'-4"

5'- 0"

M .O

2'-

4" 1-

SEE STRUCTURAL

DRAWINGS FOR LINTLE

SIZE (TYP)

SOLID CMU W/ 1"

BULLNOSE AT SILL (TYP)

CMU W/ 1" BULLNOSE AT

JAMB (TYP)

0 6" 1'-0" 2'-0"

LINE OF WALL AT SOUTH

SIDE OF GEN. ROOM

VEGETATIVE GREEN ROOF

SYSTEM ON 5 1/2" RIGID INSUL

ON 1 1/2" METAL DECK (TYP)

CMU WALL - SEE

STRUCTURAL DRAWINGS

(TYP)

PRE-FINISHED MET. SIDING

OVER 3" INSULATED METAL

PANEL SYSTEM. TYP.

PRE-FINISHED METAL

GRAVEL STOP W/ CONT.

HOOK STRIP

8" PRECAST CONCRETE

PLANKS - SEE STRUCTURAL

DRAWINGS

PRE-FINISHED MET.

SOFFIT TYP.1'-2"

PRE-FINISHED BREAK

METAL WRAPPED OVER

TREATED WD. BLOCKING

& SHEATHING.

GRAVEL AT PERIMETER

TYP.

COLD FORMED METAL

TRUSSES & FRAMING - SEE

STRUCTURAL DRAWINGS

T.O.M.

ELEV. = 121'-4"

2-PIECE FLASHING TYP.

SBS MODIFIED ROOFING

SYSTEM ON TAPERED

INSULATION (1/4"/FT) ON

PRECAST CONCRETE

PLANKS

" M

5/8" GYP. BD. ON THE

INTERIOR AND 5/8" EXT.

GYP. SHEATHING ON THE

EXTERIOR OF THE CFM

FRAMED GABLE END WALL

A401

FILL VOIDS IN DECK

WITH BATT INSUL.TYP.

8" M

EXTEND SELF-ADHERED

FLASHING UP OVER WD.

BLOCKING ONTO WALL

SHEATHING TYP.

BOND BEAM - SEE

STRUCTURAL (TYP)

GROUT AND REINFORCING -

SEE STRUCTURAL (TYP)

HORIZ. MAS. REINF. @ 16" O.C.

VERTICAL TYPICAL

0 6" 1'-0" 2'-0"

2'- 0"

T.O.M.

ELEV. = 121'-4"

VEGETATIVE GREEN ROOF

SYSTEM ON 5 1/2" RIGID INSUL

ON 1 1/2" METAL DECK (TYP)

PRE-FINISHED MET. SIDING

OVER 3" INSULATED METAL

PANEL SYSTEM. - INSTALL

PER MANUFACTURERS

RECOMMENDATIONS AND

INSTRUCTIONS. TYP.

PRE-FINISHED METAL

GRAVEL STOP W/ CONT.

HOOK STRIP

PRE-FINISHED MET.

SOFFIT TYP.

PRE-FINISHED BREAK METAL

WRAPPED OVER TREATED

1 1/2" WD. BLOCKING & 1/2 "

WD. SHEATHING. (TYP. @

FASCIA)

GRAVEL AT PERIMETER

TYP.

COLD FORMED METAL

TRUSSES & FRAMING - SEE

STRUCTURAL DRAWINGS

5/8" GYP. BD. ON THE

INTERIOR AND 5/8" EXT.

GYP. SHEATHING ON THE

EXTERIOR OF THE CFM

FRAMED GABLE END WALL

FILL VOIDS IN DECK

WITH BATT INSUL.TYP.

BOND BEAM - SEE

STRUCTURAL (TYP)

2 3/4"

PROVIDE VAPOR BARRIER

FROM CMU TO MET. DECK TYP.

HORIZ. REINF. @ 16" O.C.

VERTICAL (TYP)

16" CAVITY WALL - 4" CMU

VENEER, 1" AIR SPACE, 3"

RIGID INSUL. & 8" CMU (TYP)

PROVIDE STANDARD SMOOTH

FINISH FOR CMU VENEER BEHIND

SIDING OR BELOW GRADE, ETC.

PROVIDE BURNISHED OR SPLIT

FACED CMU VENEER. - SEE

SECTIONS AND ELEVATIONS

FOR LOCATIONS

PROVIDE CONTINUOUS CLIP

ANGLE FOR FASTENING

SIDING TO CFM (TYP)

PROVIDE METAL FRAMING AS

REQUIRED TO SUPPORT

SIDING SYSTEM TYP.

2'-0"

A401

0 6" 1'-0" 2'-0"

SELF-ADHERING MEMBRANE

FLASHING - EXTEND UP THE

WALL 12" AND OVERLAP S.S.

FLASHING 2" MIN. (TYP)

2'- 8"

A401

4' WIDE 8" PRECAST

CONCRETE PLANKS W/ 2"

CONC. TOPPING - SEE

BUILDING STRUCTURAL

DWGS.

16" CAVITY WALL - 4" CMU

VENEER, 1" AIR SPACE, 3"

RIGID INSUL. ON BITUMINOUS

DAMPROOFING, ON 8" CMU

(TYP)

SOLID CMU W/1" BULLNOSE AT

SILL. TYPICAL

GALVANIZED STEEL PLATE &

ANGLE , JAMB ASSEMBLY. -

BOTH SIDES OF OPENING

CUT STONE SILL - PROFILE #2

ANCHOR TO MASONRY. TYP.

EXTERIOR MOUNT, STAINLESS

STEEL, INSULATED OHCD, WITH

MANUAL CHAIN OPERATOR. -

PROVIDE KEYED DOOR LOCK.

INSTALL PER MANUFACTURERS

REQUIREMENTS. TYPICAL

VINYL BASE - TYPICAL

1" INSUL GLASS IN ALUM.

FRAME W/ PERIMETER

SEALANT AND BACKER ROD

(BOTH SIDES) TYP.

3 x 2 1/2 x 1/4" GALV. STL.

ANGLE TYPICAL (CONT.)

STEEL LINTEL - SEE

SRTUCTURAL. TYPICAL

CMU -GROUT CORES AND

VOIDS SOLID - TYPICAL

16" CAVITY WALL - 4" CMU

VENEER, 1" AIR SPACE, 3" RIGID

INSUL. ON BITUMINOUS

DAMPROOFING, ON 8" CMU (TYP)

STAINLESS STEEL FLASHING

W/ END DAMS (TYP)

WEEP/VENT AT 24" O.C. (TYP)

HORIZ. MAS. REINF. W/ VENEER

TIES @ 16" O.C. VERTICAL TYP.

PROVIDE BURNISHED CMU

UNITS BEHIND OHCD MOUNTING

LOCATION.

1/2

3 1 /8"

3 5 /8"

4 3/8" 1 5/8"

STONE PROFILE #2

DRIP

GROOVE

0 6" 1'-0" 2'-0"

1'- 8"

2'-

A401

HORIZ. MAS. REINF. @ 16" O.C.

VERTICAL TYPICAL

PROVIDE METAL FRAMING

AS REQUIRED TO SUPPORT

SIDING SYSTEM TYP.

COLD FORMED METAL

TRUSSES & FRAMING - SEE

STRUCTURAL DRAWINGS

1" INSUL GLASS IN ALUM.

FRAME W/ BACKER ROD &

SEALANT @ PERIMETER

BOTH SIDES TYP.

1" INSUL GLASS IN ALUM.

FRAME W/ BACKER ROD &

SEALANT @ PERIMETER

BOTH SIDES TYP.

SELF-ADHERING MEMBRANE

FLASHING - EXTEND UP THE

WALL 12" AND OVERLAP S.S.

FLASHING 2" MIN. (TYP)

STAINLESS STEEL FLASHING

W/ END DAMS (TYP)

WEEP/VENT AT 24" O.C. (TYP)

BATT INSULATION

PRE-FINISHED MET. SIDING

OVER 3" INSULATED METAL

PANEL SYSTEM. - INSTALL

PER MANUFACTURERS

RECOMMENDATIONS AND

INSTRUCTIONS. TYP.

HSS GIRT - SEE STRUCTURAL

DRAWINGS

BOND BEAM - SEE

STRUCTURAL TYP.

MASONRY LINTEL - SEE

STRUCTURAL. TYPICAL

1" BULLNOSE CMU AT JAMB

TYP.

3/8"- GALV. BENT PLATE (CONT.) -

SEE STRUCTURAL. TYPICAL

1'-4"

0 6" 1'-0" 2'-0"

6" BATT. INSUL

PRE-FINISHED LINEAR

MET. SOFFIT

4'-8"

2 3/4"

1'- 8"

2'-0"

A401

PRE-FINISHED MET. SIDING

OVER 3" INSULATED METAL

PANEL SYSTEM. - INSTALL

PER MANUFACTURERS

RECOMMENDATIONS AND

INSTRUCTIONS. TYP.

PRE-FINISHED METAL

GRAVEL STOP W/ CONT.

HOOK STRIP

PRE-FINISHED BREAK METAL

WRAPPED OVER TREATED

1 1/2" WD. BLOCKING & 1/2 "

WD. SHEATHING. (TYP. @

FASCIA)

GRAVEL AT PERIMETER

TYP.

VEGETATIVE GREEN ROOF

SYSTEM ON 5 1/2" RIGID INSUL

ON 1 1/2" METAL DECK (TYP)

COLD FORMED METAL

TRUSSES & FRAMING

- SEE STRUCTURAL

DRAWINGS

PROVIDE METAL FRAMING

AS REQUIRED TO SUPPORT

SIDING SYSTEM TYP.

5/8" GYP. BD. ON THE

INTERIOR AND 5/8" EXT.

GYP. SHEATHING ON THE

EXTERIOR OF 6" METAL

STUD FRAMING @ 16" O.C.

1" INSUL GLASS IN ALUM.

FRAME W/ BACKER ROD &

SEALANT @ PERIMETER

BOTH SIDES TYP.

VAPOR BARRIER

0 6" 1'-0" 2'-0"

16" CAVITY WALL - 4"

CMU VENEER, 1" AIR

SPACE, 3" RIGID INSUL.

ON BITUMINOUS

DAMPROOFING, ON 8"

CMU (TYP)

VEGETATIVE GREEN

ROOF ON 5 1/2" RIGID

INSUL ON 1 1/2" METAL

DECK (TYP)

2'-0" (GRAVEL @PERIMETER) TYP.

1'- 8"

A401

PRE-FINISHED MET. SIDING

OVER 3" INSULATED METAL

PANEL SYSTEM. - INSTALL

PER MANUFACTURERS

RECOMMENDATIONS AND

INSTRUCTIONS. TYP.

PRE-FINISHED MET. SOFFIT

5/8" EXT. SHEATHING

PRE-FINISHED MET. GUTTER

2'-0" OR

4'-0" BEYOND

(SEE PLANS)

PRE-FINISHED METAL

DOWNSPOUT TYP.

9'- 0"

A .F

PROVIDE METAL FRAMING

AS REQUIRED TO SUPPORT

SIDING SYSTEM TYP.

COLD FORMED METAL

TRUSSES & FRAMING - SEE

STRUCTURAL DRAWINGS

CABLE TRAY SEE

ELECTRICAL DRAWINGS

5/8" GYP.BOARD ON MET.

STUDS @ 16" O.C. W/ 6"

BATT INSUL.

HORIZ. MAS. REINF. @ 16" O.C.

VERTICAL TYPICAL

0 6" 1'-0" 2'-0"

SELF-ADHERING MEMBRANE

FLASHING - EXTEND UP THE

WALL 12" AND OVERLAP S.S.

FLASHING 2" MIN. (TYP)

STAINLESS STEEL FLASHING

W/ END DAMS (TYP)

WEEP/VENT AT 24" O.C. (TYP)

PROVIDE HORIZONTAL MAS.

REINFORCING AT 16" O.C.

VERT. (TYP)

4" CONCRETE WALK

2" RIGID INSULATION

OVER WATER PROOFING

MEMBRANE16" CONCRETE WALL -

SEE STRUCTURAL

2" CONCRETE TOPPING ON 8"

PRECAST PLANK FLOOR TYP.

GROUT - SEE

STRUCTURAL

PRE-FINISHED BREAK METAL

WRAPPED OVER TREATED 1 -

1/2" WD. BLOCKING & 1/2 " WD.

SHEATHING. (TYP. @ FASCIA)

A401

SELF-ADHERING MEMBRANE

FLASHING - EXTEND UP THE

WALL 12" AND OVERLAP S.S.

FLASHING 2" MIN. (TYP)

STAINLESS STEEL FLASHING

W/ END DAMS (TYP)

WEEP/VENT AT 24" O.C. (TYP)

100'-0"

SEE PLAN

104' - 8"

110' - 0" - TOP

CUT STONE SILL -

PROFILE #1 (TYP)

PROVIDE BURNISHED CMU

VENEER (ABOVE GRADE) AND

SOLID CMU VENEER BELOW

GRADE TYP.

PROVIDE BURNISHED OR SPLIT

FACED CMU VENEER. - SEE

SECTIONS AND ELEVATIONS

FOR LOCATIONS

CONC.WALL

HORIZ. REINF. @ 16" O.C.

VERTICAL (TYP)

PROVIDE MAS. VENEER TIES

AT 16" O.C. EA. WAY (TYP)

PROVIDE MAS. VENEER TIES

AT 16" O.C. EA. WAY @

CONCRETE WALL (TYP)

CONCRETE FOUNDATION

WALL SEE - STRUCTURAL

(TYP)

CONCRETE FOUNDATION

SEE - STRUCTURAL (TYP)

3 5 /8"

1'-0 5/8"

5" 7 5/8"

1/2

3 1 /8"

STONE PROFILE #1

DRIP

GROOVE

0 6" 1'-0" 2'-0"

T R

A V

E R

R A

V E

R S

I T

I G

H W

A Y

S U

I T

E p h

A-401

A D

A V

E R

R A

V E

R S

I T

I G

H W

A Y

S U

I T

E p h

. A

A402

TYP

GREEN ROOF

MULTI-PLY MODIFIED BITUMEN

ROOF SYSTEM

ROOF DECK

DRAINAGE AND

FILTER LAYER

SOIL MEDIUM

VEGETATION

ROOT REINFORCEMENT

LAYER

INSULATION STAGGER ALL JOINTS FASTEN

ACCORDING TO SPECIFICATION

NO SCALE

TYP

ROOF EDGE

2 1 /2"

HPR MODIFIED MEMBRANE FLASHING PLY

9" MIN ON FIELD

EXTEND PLIES OVER BLOCKING

FASTEN 8" O.C. [203mm]

BASE FLASHING PLY 6" MIN. ON FIELD

INSULATIONS STAGGER ALL JOINTS FASTEN

ACCORDING TO SPECIFICATION

MULTI-PLY MODIFIED BITUMEN

ROOF SYSTEM

ROOF DECK

DRAINAGE AND FILTER

LAYER

SOIL MEDIUM

ROOT REINFORCEMENT LAYER

WOOD, STEEL OR CEMENT CURB 6" MIN.

22 GA. CANT DAM

EXTRUDED ALUMINUM FASCIA COVER

VEGETATION

PAVERS OR GRAVEL

- NO SCALE

TYP

VTR

4" MIN.

HPR MODIFIED MEMBRANE

FLASHING PLY 9" MIN ON

FIELD

- NO SCALE

NOTE:

L OF DRAIN

ROOF DRAIN, INCLUDING

DOME, STRAINER, FLASHING,

RING & DECK CLAMP BY

PLUMBING CONTR.

NOT TO SCALE

TYPICAL ROOF DRAIN

TAPERED EDGE STRIP

075400.A

053100.A

051200.A SEE

STRUCTURAL

DRAWINGS FOR ROOF

OPENING FRAME

061053.B OR 061000.D NAILING STRIP.

SAME THICKNESS AS FIRST LAYER OF

INSULATION. ANCHOR TO DECK W/ 3/8"Ø

BOLTS (6 PER DRAIN) INSTALL 073113.C

OVER DECK AT BLOCKING

SQUARE OR HEX.

OPTIONAL

INSULATION BY

PLUMBING CONTR.

WATER TIGHT SEAL BY

PLUMBING CONTR.

SET MEMBRANE

FLASHING IN MASTIC

14 GAUGE FLAT SUMP

PAN WELDED TO

METAL DECK BY DECK

SUPPLIER

18" MIN.

1'-0"

2'-

FIN. FLR.

EL.=100'-0"

A402

GALVANIZED - C12

X 20.7 STRINGER

RUBBER TREADS AND

RISERS (TYP.)

HOT DIP GALVANIZED

3x4x3x1/8" CLIP ANGLE, WELD TO EA. STRINGER

& ANCHOR TO CONC

SLAB W/ 3/4"Ø BOLT.

055100.A - 14GA.

STRINGER, CLOSURE

PLATE, WELD CONT. &

GRIND SMOOTH

1 1/2" Ø ALUMINUM

HAND RAIL. - PROVIDE

BRACKET TO WALL @

48" O.C. RETURN TO

WALL AT BOTTOM

0 6" 1' 2'

CONC. FILLED METAL

PAN STAIR TYP.

4" 4"

11"

2'-

A402

1 1/2" Ø ALUMINUM

HAND RAIL. - PROVIDE

BRACKET TO WALL @

4'-0" OC. MAX RETURN

TO WALL AT TOP

(CONTINUE TO NEXT

FLIGHT IF LANDING IS

4'- 0" LONG OR LESS)

CONCRETE ON METAL

DECK

RUBBER TREADS AND

RISERS (TYP.)

CONC. FILLED METAL

PAN STAIR TYP.

GALV. C12 X 20.7

STRINGER6.6

FIN. FLR.

EL.=105'-7"

RUBBER TILE AT

LANDING (TYP.)

0 6" 1' 2'

4" 2"

11"

2'-

1'-0"

FIN. FLR.

EL.=110'-0"

A402

1 1/2" Ø ALUMINUM

HAND RAIL. - PROVIDE

BRACKET TO WALL @

48" O.C. RETURN TO

WALL AT END.

CONC. TOPPING ON

PRECAST PLANK

RUBBER TREADS AND

RISERS (TYP.)

CONC. FILLED METAL

PAN TYP.

GALV. C12 X 20.7

STRINGER8"

BBT TILE AT UPPER

LEVEL (TYP.)

6.6 7"

RUBBER BASE AT

UPPER LEVEL

14GA. STRINGER,

CLOSURE PLATE,

WELD CONT. &

GRIND SMOOTH

ATTACH STRINGER TO

BEAM

W 8 GALV. BEAM - SEE

STRUCTURAL

22 GA. GALV. CLOSURE

PLATE IN GAP BETWEEN

PLANK & STAIR PAN

0 6" 1' 2'

ELEV

4'- 0"

STAIR

003 003

3'-9" 7 T @ 11" = 6'-5"

3'- 9"

8'-

8R @ 6.67" = 4'-5 3/8"

5' -6

5/ 8"

A402

NORTH

STAIR PLAN

1 1/2" Ø ALUMINUM . HAND

RAIL. - EA.SIDE TYP.

A402

11"

2'-

11" TO

START OF TURN

2'-

A402

055213.A - 1 1/2"Ø NPS

HAND RAIL BRACKET

TO WALL @ 48" O.C.

MAX. RETURN TO WALL

AT END (CONTINUE

FROM PREVIOUS

FLIGHT IF LANDING IS

4'-0" LONG OR LESS)

CONCRETE ON 22GA.

HOT-DIP GALV. FORM

DECK W/ 2 1/2" MIN.

BEARING {TYP}.W 8 GALV. STL. BEAM -

SEE STRUCTURAL

RUBBER TREADS &

RISERS (TYP.)

CONC. FILLED METAL

PAN TREADS TYP.

055100.A - C12 X…

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File details come from the government source that posted it. Updated Jul 13, 2020.