red rocks cc arvada campus 10280 west 55th avenue reroof 10280... · 2020-07-21 · index to...

Index to Drawings:

RED ROCKS CC ARVADA CAMPUS

Wiss, Janney, Elstner Associates, Inc.

ARVADA CAMPUSProject:

Consultant:

Client:

3609 South Wadsworth Blvd. Suite 400Lakewood, Colorado303.914.4300 tel | 303.914.3000 fax

CONT CONTINUOUS

(E) EXISTING

EA EACH

FRT FIRE RETARDANT TREATED

FV FIELD VERIFY

lT. WT. LIGHT WEIGHT INSULATING FILL

MAX MAXIMUM

MFR MANUFACTURER

MIN MINIMUM

(N) NEW

NTS NOT TO SCALE

OC ON CENTER

POLYISO POLYISOCYANURATE

RE REFER TO

REF REFERENCE

REQ'D REQUIRED

RTU ROOF TOP UNIT

SIM SIMILAR

TERM TERMINATION

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

w/ WITH

Abbreviations:

R000 COVER SHEET & GENERAL NOTES

R100 ROOF PLAN

R500 ROOF DETAILS

R501 ROOF DETAILS

R502 ROOF DETAILS

R503 ROOF DETAILS

Project Location

N

Red Rocks Community College13300 W. 6th AvenueLakewood, Colorado 80228

10280 West 55th Avenue 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN FIELD. DO NOT SCALE DRAWINGS. DIMENSIONS SHOWN ON THE

DRAWINGS ARE PROVIDED FOR INFORMATION ONLY.

2. CONTRACTOR SHALL VERIFY ALL QUANTITIES. QUANTITIES SHOWN ARE FOR ESTIMATING PURPOSES ONLY.

3. THERE SHALL BE COMPLETE COOPERATION BETWEEN THE OWNER AND SUB-CONTRACTORS TO ENSURE SATISFACTORY PROGRESS AND

PERFORMANCE OF THE WORK.

4. THE CONTRACTOR SHALL VERIFY EXISTING PLUMBING AND ELECTRICAL LINES AND EQUIPMENT THAT WILL BE ACCESSED AS PART OF WORK

PERFORMED. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY EQUIPMENT, LABOR, MATERIALS, AND COMPONENTS REQUIRED FOR THE

TEMPORARY RELOCATION OF MECHANICAL/ELECTRICAL EQUIPMENT AND PLUMBING LINES DURING THE REPAIR WORK.

5. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, LICENSES AND GOVERNMENT FEES AS REQUIRED. THE CONTRACTOR SHALL

COMPLY WITH CODES, ORDINANCES, RULES, REGULATIONS, ORDERS AND OTHER LEGAL REQUIREMENTS OF PUBLIC AUTHORITY, WHICH

BEAR ON THE PERFORMANCE OF THE WORK.

6. CONTRACTOR SHALL PROMPTLY SUBMIT VERBAL AND WRITTEN NOTICE TO THE CONSULTANT (DESIGNER-OF-RECORD) OF OBSERVED

VARIANCE OF THE CONTRACT DOCUMENTS FROM ACTUAL ON-SITE CONDITIONS.

7. CONTRACTOR SHALL SUPPLY THE OWNER WITH MATERIAL SAFETY DATA SHEETS (MSDS) FOR EACH MATERIAL THAT WILL BE BROUGHT ONTO

THE JOB SITE AND SHALL COMPLY WITH THE REQUIREMENTS OF THE OSHA HAZARD COMMUNICATION STANDARD.

8. THE CONTRACTOR MUST SUBMIT DEMOLITION AND CONSTRUCTION SCHEDULES TO THE OWNER AND CONSULTANT FOR APPROVAL PRIOR

TO BEGINNING DEMOLITION.

9. THE PRODUCTS SPECIFIED ARE BELIEVED TO HAVE PROPERTIES ADEQUATE FOR SUCCESSFUL COMPLETION OF THE WORK. IF THE

CONTRACTOR HAS FOUND THESE PRODUCTS TO BE UNACCEPTABLE OR HAS HAD DIFFICULTY USING THESE MATERIALS, THE CONTRACTOR

SHALL IMMEDIATELY INFORM THE CONSULTANT.

10. WISS, JANNEY, ELSTNER ASSOCIATES, INC. (WJE) OR THE OWNER SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT BE

RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND

SAFETY PROGRAMS IN CONNECTION WITH THE PROJECT. SINCE THESE ARE THE RESPONSIBILITY OF OTHERS, WJE SHALL NOT BE

RESPONSIBLE FOR THE CONTRACTOR'S SCHEDULES OR FAILURE TO CARRY OUT THE PROJECT IN ACCORDANCE WITH CONTRACT

DOCUMENTS. WJE SHALL NOT HAVE CONTROL OVER OR CHARGE OF ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS, OR

THEIR AGENTS OR EMPLOYEES, OR OF ANY OTHER NON-WJE PERSONS PERFORMING PORTIONS OF THE PROJECT.

11. CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL JOB SAFETY DURING THE EXECUTION OF THE DEFINED SCOPE OF WORK.

12. DO NOT STOCKPILE CONSTRUCTION MATERIAL IN A MANNER THAT WILL OVERLOAD OR EXCEED THE CAPACITY OF THE STRUCTURAL

MEMBERS.

13. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE PROTECTION AND SAFEKEEPING OF PRODUCTS STORED ON PREMISES PER

THE SPECIFICATIONS AND MANUFACTURER'S REQUIREMENTS. CONTRACTOR SHALL MOVE ANY STORED MATERIAL OR PRODUCTS WHICH

INTERFERE WITH OPERATIONS OF THE OWNER. CONTRACTOR SHALL STORE MATERIAL ONLY IN AREAS PROVIDED BY THE OWNER.

14. WATER AND ELECTRICITY MAY BE TAKEN FROM BUILDING FOR CONSTRUCTION PURPOSES ONLY AT AREAS IDENTIFIED ACCEPTABLE BY THE

OWNER. TOILET FACILITIES IN BUILDING SHALL NOT BE USED BY THE CONTRACTOR.

15. CONTRACTOR SHALL PROVIDE AND MAINTAIN REQUIRED DUST BARRIERS, CANOPIES, BARRICADES, PROTECTION AND WARNING LIGHTS IN

GOOD CONDITION UNTIL THE COMPLETION OF THE WORK REQUIRING SUCH PROTECTION AND THEN REMOVE THE SAME. ALL CANOPIES AND

BARRICADES SHALL COMPLY WITH FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS.

16. THE CONTRACTOR SHALL MAINTAIN PREMISES FREE FROM ACCUMULATION OF WASTE MATERIAL AND RUBBISH.

17. THE CONTRACTOR IS TO RETURN AREAS DAMAGED DURING CONSTRUCTION ACTIVITIES TO ORIGINAL OR BETTER CONDITION.

18. THE CONTRACTOR SHALL PROTECT GROUNDS AND LANDSCAPING WHEN PERFORMING WORK. THE CONTRACTOR WILL BE RESPONSIBLE

FOR DAMAGE TO GROUNDS AND LANDSCAPING AND BE REQUIRED TO REPAIR OR REPLACE AS NECESSARY.

19. CONTRACTOR SHALL COMPLY WITH ALL SECURITY PROCEDURES.

20. COSTS CAUSED BY ILL-TIMED WORK, DEFECTIVE WORK OR WORK NOT CONFORMING TO THE CONTRACT DOCUMENTS, ARE THE

RESPONSIBILITY OF THE CONTRACTOR.

21. ENFORCE STRICT DISCIPLINE AND GOOD ORDER AMONG EMPLOYEES. DO NOT EMPLOY UNFIT PERSONS OR PERSONS NOT SKILLED IN THE

ASSIGNED TASK.

22. WHERE A DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL LIKE OR SIMILAR CONDITIONS, EVEN THOUGH NOT SPECIFICALLY

MARKED ON THE DRAWINGS. IF UNSURE, SUBMIT AN RFI.

23. ALL CONSTRUCTION SHALL BE SUBJECT TO REVIEW BY THE CONSULTANT BEFORE IT IS CONCEALED FROM VIEW. COORDINATE EXPECTED

REVIEW ITEMS WITH THE CONSULTANT PRIOR TO THE START OF CONSTRUCTION AND PROVIDE REASONABLE NOTIFICATION TO THE

CONSULTANT TO ALLOW FOR SUCH REVIEW AS THE WORK PROCEEDS.

24. REMOVE AND DISPOSE OF IN A PROPER MANNER ALL EXISTING MATERIAL REMOVED FROM THE BUILDING DURING THE COURSE OF THE

WORK ON A DAILY BASIS. REMOVAL AND DISPOSAL SHALL BE SATISFACTORY TO THE CONSULTANT AND OWNER. CONSTRUCTION DEBRIS

SHALL BE REMOVED IN A MANNER THAT AVOIDS OVERLOADING STRUCTURAL MEMBERS.

25. CONTRACTOR SHALL COORDINATE USE OF PREMISES UNDER THE DIRECTION OF THE OWNER. TEMPORARY DISRUPTIONS TO THE USE OF

THE BUILDING BY EMPLOYEES AND PUBLIC, INCLUDING NOISE, DUST AND DISRUPTION OF UTILITIES, SHALL BE COORDINATED A MINIUMUM OF

48 HOURS IN ADVANCE AND APPROVED BY THE OWNER. CONTRACTOR WORK NOT COORDINATED IN ADVANCE WHICH CAUSES DISRUPTIONS

TO THE USE OF THE BUILDING BY EMPLOYEES AND PUBLIC MAY BE STOPPED BY THE OWNER AND SHALL NOT BE COMMENCED AGAIN UNTIL

PROPER COORDINATION IS ACHIEVED. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS RESULTING FROM WORK STOPPAGES OR

DELAYS CAUSED BY CONTRACTORS LACK OF COORDINATION WITH THE OWNER.

26. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE WATER TIGHTNESS OF THE AREAS OF THE STRUCTURE BEING WORKED ON

DURING THE COURSE OF THE WORK. PROVIDE TEMPORARY PROTECTION OF THE EXISTING CONSTRUCTION FROM THE WEATHER UNTIL

REMOVED PORTIONS ARE COMPLETELY REPLACE WITH NEW CONSTRUCTION. THE COST OF DAMAGE AND REPAIRS SHALL BE MADE AT NO

COST TO THE OWNER.

27. THESE DRAWINGS AND SPECIFICATIONS APPLY TO THE PROJECT IDENTIFIED IN THE TITLEBLOCK ONLY AND SHALL NOT BE USED FOR ANY

OTHER PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF WJE.

28. IN THE EVENT OF CONFLICT BETWEEN THE DRAWINGS AND THE SPECIFICATIONS, THE MORE STRINGENT REQUIREMENT AND BETTER

QUALITY SHALL GOVERN UNLESS WRITTEN NOTIFICATION IS PROVIDED BY THE CONSULTANT.

29. COVER OR PLUG ROOF DRAINS DURING DAILY CONSTRUCTION TO PREVENT DEBRIS FROM FALLING INTO DRAINS. REMOVE STOPS OR

BLOCKAGE PRIOR TO RAIN AND AT THE END OF THE DAY TO PERMIT FREE FLOW OF DRAINS. AT END OF PROJECT, CONTRACTOR SHALL

FLUSH DRAINS WITH WATER TO ENSURE FREE FLOW OF THE DRAINS.

General Notes:

General Scope of Work:

The scope of work for the removal of the existing roofing and installation of a new watertight roof system shall include,

but is not limited to the following:

ARVADA CAMPUS - 5240 MILLER REROOF (RECOVER):

1. PREPARE EXISTING EPDM FOR RECOVER BY CUTTING INTO 4 FT. X 4 FT. GRID LEAVING A 1 INCH GAP BETWEEN EACH

PIECE.

2. REMOVE EXISTING MEMBRANE & EPDM FLASHINGS AT PARAPET WALL, CURBS, PIPES, AND DRAINS.

3. REMOVE EXISTING PRE-FINISHED SHEET METAL COPING

4. CONTRACTOR SHALL PROVIDE AN EXPERIENCED LICENSED WINDOW/CURTAIN WALL CONTRACTOR TO REMOVE AND

REINSTALL EXISTING ALUMINUM COPING ABOVE SOUTH CURTAIN WALL

5. INSPECT AND REPLACE ANY WET, DETERIORATED OR DAMAGED POLYISO INSULATION

6. CONTRACTOR SHALL PROVIDE CERTIFIED LIGHTNING PROTECTION CONTRACTOR TO REMOVE, REINSTALL, AND

RECERTIFY EXISTING LIGHTNING PROTECTION SYSTEM

5. FURNISH AND INSTALL NEW 1 INCH POLYISO OVER EXISTING INSULATION, LOOSE LAID

6. FURNISH AND INSTALL NEW

1

2

INCH HIGH-DENSITY COVER BOARD, MECHANICALLY ATTACHED WITH SCREWS AND

METAL PLATES

7. FURNISH AND INSTALL NEW 60 MIL EPDM, ADHERED

8. FURNISH AND INSTALL NEW SHEET METAL COPING, THROUGH-WALL SCUPPERS, OVERFLOW SCUPPERS AND

COUNTER FLASHINGS

9. PAINT GAS LINES SAFETY YELLOW

10. FURNISH AND INSTALL 2 NEW WALL LADDERS AS INDICATED ON ROOF PLAN.

Arvada, Colorado 80002

10280 West 55th Ave.

10280 West 55th Avenue ReroofWiss, Janney, Elstner Associates, Inc.

3609 South Wadsworth Boulevard, Suite 400

Lakewood, Colorado 80235

303.914.4300 tel | 303.914.3000 fax

www.wje.com

ENGINEERSARCHITECTSMATERIALS SCIENTISTS

ARVADA CAMPUS

REROOF

10280 WEST 55TH AVENUE

ARVADA, COLORADO

80002

RED ROCKS COMMUNITY

COLLEGE

LAKEWOOD, COLORADO

Constr. Documents

2019.1483.2

06/24/2020

dds

06/24/2020

AS INDICATED

srs

COVER SHEET &

GENERAL NOTES

R000

1

A

1

2

2

3

3

4

4

5

5

6

6

7

7

8

8

B

C

D

E

F

A

B

C

D

E

F

Project

DescriptionMark Date

Project No.

Date

Drawn

Checked

Scale

Sheet Title

Sheet No.

Headquarters & Laboratories : Northbrook, IllinoisAtlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | DetroitHonolulu | Houston | Los Angeles | Minneapolis | New Haven | New York

Philadelphia | Princeton | San Francisco | Seattle | South Florida | Washington, D.C.

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Consultants

Client

Applicable Codes:

2018 INTERNATIONAL EXISTING BUILDING CODE

2018 INTERNATIONAL BUILDING CODE

2018 INTERNATIONAL ENERGY CONSERVATION CODE

2018 INTERNATIONAL MECHANICAL CODE

2018 INTERNATIONAL PLUMBING CODE

Design Criteria:

Wind Speed: 136 mph V

ult

Terrain Classification: Exposure C

Existing Construction Type: 2B

Risk Category: II

LEGEND

S.I.D.

- DIRECTION OF SLOPE

(SLOPE IN DECK)

- HEAT FLUE VENT PIPE

- CONDUIT / PIPE

- EXHAUSTER

- GAS LINE

- ROOF TOP UNIT UNIT

-PLUMBING VENT PIPE

- PITCH PAN

- ELECTRICAL CONDUIT

- ROOF HATCH

- GAS OR VENT PIPE

PVP

-ROOF DRAIN

-THROUGH-WALL SCUPPER

RTU

S.I.D

.

S.I.D

.

S.I.D

.

S

.

I

.

D

.

S

.I.D

.

S.I.D

.

PVP

RTU

RTU

S.I.D

.

- CONCRETE SPLASH BLOCK

X#

- ROOF INDENTIFICATION

A

B

C

N.I.C.

- LIGHTNING ARREST ARRAY




303.914.4300 tel | 303.914.3000 fax

www.wje.com


ARVADA CAMPUS

REROOF


ARVADA, COLORADO

80002

RED ROCKS COMMUNITY

COLLEGE

LAKEWOOD, COLORADO

Constr. Documents

2019.1483.2

06/24/2020

dds

06/24/2020

As Indicated

srs

ROOF PLAN

R100

1

A

1

2

2

3

3

4

4

5

5

6

6

7

7

8

8

B

C

D

E

F

A

B

C

D

E

F

Project


Project No.

Date

Drawn

Checked

Scale

Sheet Title

Sheet No.



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Consultants

Client

1

SCALE: 3/32" = 1' - 0"

ROOF PLAN

N

EXISTING GUTTER &

DOWNSPOUTS TO BE

REUSED. RE: DETAIL 1/501

EXISTING SKYLIGHT

R500

2

R501

1

R503

3

R502

3

R503

2

R500

6

R

5

0

0

2

R

500

2

R

5

0

0

3

R500

4

R500

4

R502

5

R501

5

R501

5

R503

1

R502

3

R500

5

R501

4

R

5

0

0

2

R

5

X

X

x

ROOF SYSTEM WIND RESISTANT ZONES

ZONE TYPE

PERIMETER ZONE

WIDTH

WIND SPEED (Vult)

FACTORED UPLIFT SERVICE LEVEL UPLIFT

I FIELD

15 FEET 136 MPH

62 PSF 37 PSF

II PERIMETER 82 PSF 49 PSF

III CORNER 122 PSF 67 PSF

NOTE: BASIS OF DESIGN IS ASCE 7-16

KEYNOTES

EXISTING TAPERED CRICKETS TO REMAIN. REPLACE IF

WET OR DETERIORATED.

PAINT GAS LINES SAFETY YELLOW

REMOVE AND DISCARD WOOD STEPS

INSTALL NEW MANUFACTURED WALL LADDERS. THE

NEW LADDERS SHALL MEET THE REQUIREMENTS OF

THE 2018 INTERNATIONAL MECHANICAL CODE 306.5

EXISTING LIGHTNING ARREST ARRAY TO REMAIN.

CONTRACTOR SHALL PROVIDE CERTIFIED LIGHTNING

PROTECTION CONTRACTOR TO REMOVE AS REQUIRED

TO ALLOW FOR INSTALLATION OF THE NEW ROOFING.

IF REMOVAL IS NECESSARY, LIGHTNING EQUIPMENT

SHALL BE RE-CERTIFIED BY LIGHTNING PROTECTION

CONTRACTOR

LIGHTNING ARREST GROUND TERMINAL. DISCONNECT

AND RECONNECT AS REQUIRED TO ALLOW FOR

INSTALLATION OF NEW ROOFING.

SECURE EXISTING LIGHTNING PROTECTION GROUND

CABLE WITH CABLE ATTACHMENT PLATES TO THE NEW

ROOF MEMBRANE WITH MANUFACTURER'S APPROVED

SEALANT.

ROOFING CONTRACTOR SHALL PROVIDE A LICENSED

ELECTRICIAN TO REPLACE EXISTING FLEXIBLE

CONDUITS PENETRATING THROUGH THE ROOF WITH

NEW RIGID CONDUIT.

NEW MANUFACTURER'S WALK PADS.

CONTRACTOR TO PROVIDE LICENSED AND EXPERIENCED

WINDOW/CURTAINWALL CONTRACTOR TO REMOVE AND

REINSTALL EXISTING ALUMINUM COPING AT THE TOP OF

THE SOUTH CURTAINWALL.

B

C

D

D

D

C

C

B

B

E

E

F

F

ROOF ASSEMBLY

DETAIL 1/R500

DETAIL 1/R500

ROOF ASSEMBLY

DETAIL 1/R500

R501

2

T.O.ROOF

ELEV.= 15.00'

T.O.ROOF

ELEV.= 16.00'

T.O.ROOF

ELEV.= 20.00'

T.O.ROOF

ELEV.= 20.50'

T.O.PARAPET

ELEV.= 21.00'

1st LEVEL

ELEV.= 00.00'

R502

6

R502

1

R501

1

A

A

A

A

A

A

A

A

A

A

A

A

A

AA

A

A

A

SIM.

R

5

0

0

2

R503

1

R502

2

R502

2

R500

4

G

H

A

G

H

R503

2

R501

3

R501

3

I

I

I

TYP. AT NORTH

WALL SCUPPERS

TYP. AT ROOF

DRAINS

R500

6

J

J

J

J

R500

4

(N)

1

2

" HIGH-DENSITY POLYISO

INSULATION, MECH. ATTACHED

(N) PRE-MOLDED PIPE

FLASHING

(N) CONTINUOUS BEAD

OF LAP SEALANT

(N) STAINLESS STEEL

CLAMPING RING

STRIP-IN FLANGES OF PIPE FLASHING

W/ UNCURED EPDM FLASHING

(N) 60 MIL EPDM MEMBRANE,

ADHERED

(N) GALVANIZED

STORM COLLAR

(N) HIGH GRADE

SILICONE SEALANT

(E) METAL DECK

(N) POLYISO INSULATION

(E) POLYISO INSULATION, REPLACE IF

WET OR DETERIORATED

(E) METAL DECK

(N) 60 MIL EPDM, ADHERED

(E) POLYISO INSULATION (R-22.4),

REPLACE IF WET OR DETERIORATED.

(N)

1

2


INSULATION (R-2.5), MECH.

ATTACHED


(R-5.6)

(E) EPDM MEMBRANE,

PREPARED FOR RECOVER

(E) MTL DECK

(E) POLYISO INSULATION,

REPLACE IF WET,

DETERIORATED OR DAMAGED

(E) EPDM


(N)

1

2


COVER BOARD, MECH.

ATTACHED

(N) 60 MIL EPDM, ADHERED.

EXTEND UP & OVER TOP OF

PARAPET

(N) REINFORCED EPDM

PERIMETER ATTACHMENT

STRIP, SECURE W/ SCREWS

W/ MTL PLATES PER MFR

(E) EPDM, ADHERED

(E) ALUMINUM COPING. ROOFING

CONTRACTOR TO PROVIDE LICENSED

CURTAINWALL/WINDOW CONTRACTOR

TO REMOVE & REINSTALL. REPLACE

SECTIONS THAT ARE DAMAGED DURING

REMOVAL

(N) REINFORCED EPDM


STRIP, SECURE W/ SCREWS

W/ MTL PLATE PER MFR


& COVER BOARD, MECH.

ATTACHED



PARAPET

(E) (E) ALUMINUM COPING. ROOFING

CONTRACTOR TO PROVIDE

LICENSED CURTAINWALL/WINDOW

CONTRACTOR TO REMOVE &

REINSTALL. REPLACE SECTIONS

THAT ARE DAMAGED DURING

REMOVAL

(E) MTL DECK


REPLACE IF WET, DETERIORATED

OR DAMAGED


(N) HIGH-DENSITY POLY ISO,

MECH. ATTACHED


(N) REINFORCED EPDM PERIMETER

ATTACHMENT STRIP, SECURE W/

SCREW & PLATES PER MFR

(N) 60 MIL EPDM MEMBRANE

FULLY ADHERED TO CURB

(E) EXHAUSTER, RAISE & RESET. SECURE

W/ (N) FASTENERS (2 PER SIDE MIN. )

(N) FRT WOOD NAILER(S)

TO MATCH HEIGHT OF

INSULATION

(E) CURB, RAISE AS

NEEDED TO ACHIEVE 8"

ABOVE ROOF SURFACE

(E) MTL. DECK

(N) 5" SELF-ADHERED

UNCURED EPDM FLASHING

(N) 3" SPLICE TAPE

(N)

1

2

" HIGH DENSITY POLYISO




PARAPET WALL

(N) 22 GA. METAL SUB-FLASHING,

SECURE W/ SCREWS @ 12" O.C.

(N) 24 GA. PRE-FINISHED METAL

COPING, SECURE TO SUB-FLASHING

CLEAT & W/ SCREWS W/ RUBBER

GASKETED WASHERS @ 18" O.C.

RE: DETAIL 8/R500



(N) 24 GA. PRE-FINISHED METAL COPING,

SECURE TO SUB-FLASHING CLEAT & W/

SCREWS W/ RUBBER GASKETED

WASHERS @ 18" O.C.

RE: DETAIL 8/R500

(N) 24 GA. PRE-FINISHED METAL SCUPPER,

SET FLANGE IN SOLID BEDS OF WATER

CUT-OFF MASTIC & SECURE W/

FASTENERS.

(N) UNCURED EPDM FLASHING


(N) FRT BLOCKING, EXTEND 6" PAST SCUPPER

OPENING & SECURE W/ SCREWS @ 12" STAGGERED


(N)

1

2

" HIGH-DENSITY POLYISO, MECH. ATTACHED

(E) POLYISO, REPLACE IF WET OR DETERIORATED

(E) MTL. DECK

(N) 22 GA. SUB-FLASHING. FABRICATE TO

PROVIDE SLOPE & SUPPORT FOR (N)

COPING. SECURE OUTER FLANGE W/

SCREWS @ 12" O.C.

(N) 24 GA. PRE-FINISHED COPING. ENGAGE OUTER

FLANGE TO SUB-FLASHING & SECURE INNER FLANGE

W/ SCREWS W/ RUBBER GASKETED WASHERS @ 18"

O.C.

(N) 3" WIDE 24 GA. PRE-FINISHED MTL DOUBLE

S-LOCK JOINT SPLICE. SET ENDS OF COPING IN

SEALANT BEFORE ENGAGING INTO JOINT SPLICE

(N) SILICONE SEALANT (i.e. DOW CORNING 795),

INSTALLED BY CURTAINWALL/WINDOW CONTRACTOR

(E) GYPSUM SHEATHING,

REPLACE IF DAMAGED OR

DETERIORATED

(E) SHEATHING, REPLACE IF

DETERIORATED OR

DAMAGED

3"

SET BOTTOM OUTER END IN SOLID BED

OF URETHANE SEALANT




303.914.4300 tel | 303.914.3000 fax

www.wje.com


ARVADA CAMPUS

REROOF


ARVADA, COLORADO

80002

RED ROCKS COMMUNITY

COLLEGE

LAKEWOOD, COLORADO

Constr. Documents

2019.1483.2

06/24/2020

dds

06/24/2020

AS INDICATED

srs

ROOF DETAILS

R500

1

A

1

2

2

3

3

4

4

5

5

6

6

7

7

8

8

B

C

D

E

F

A

B

C

D

E

F

Project


Project No.

Date

Drawn

Checked

Scale

Sheet Title

Sheet No.



© C

opyr

ight

201

9. A

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No

part

of th

is d

ocum

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prod

uced

in a

ny fo

rm o

r by

any

mea

ns w

ithou

tpe

rmis

sion

from

Wis

s, Ja

nney

, Els

tner

Ass

ocia

tes,

Inc.

(WJE

). W

JE d

iscl

aim

s any

resp

onsi

bilit

y fo

r its

una

utho

rized

use

.Pl

otte

d: 7

/16/

2020

3:5

3 PM

by

Stru

tt, D

ale

File

Nam

e: P

:\201

9\20

19.1

xxx\

2019

.148

3.2

- 542

0 M

ILLE

R S

TREE

T (D

DS)

\Dra

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gs\A

rvad

a R

oof D

etai

ls.d

wg


AT 24x36 (INCHES)

0 1/2" 1" 2"

Consultants

Client

1

SCALE: 3" = 1'-0"

New Roof Assembly (Recover)

2

SCALE: 3" = 1'-0"

Parapet Wall Detail

3

SCALE: 3" = 1'-0"

Overflow Scupper Detail

4

SCALE: 3" = 1'-0"

Parapet Wall Detail @ Curtain Wall

7SCALE: 3" = 1'-0"

Parapet Wall Detail @ Curtain Wall (Isometric)

5SCALE: 3" = 1'-0"

Pipe Flashing Detail

6

SCALE: 3" = 1'-0"

Exhauster Fan Detail

8SCALE: N.T.S.

NEW COPING SYSTEM

8A

8A

8A

SCALE: N.T.S.

DOUBLE S-LOCK JOINT

SPLICE PROFILE

R-3

0 T

OT

AL

(E) METAL DECK

(E) POLYISO

INSULATION, REPLACE

IF WET OR

DETERIORATED

(N)POLYISO INSULATION,

MECH. ATTACHED

(N) HIGH-DENSITY POLYISO,

SECURE W/ FOAM ADHESIVE


(N) REINFORCED PERIMETER

ATTACHMENT STRIP,

SECURE W/ SCREWS &

PLATES PER MFR.

(E) DOWNSPOUT, REMOVE &

REINSTALL TO ALLOW FOR

INSTALLATION OF (N) EPDM

(E) DOWNSPOUT STRAP,

REMOVE & INSTALL TO INSTALL

(N) EPDM

(E) SHEATHING, REPLACE

IF DAMAGED

(E) GUTTER & SUPPORTS, REMOVE

TO INSTALL (N) EPDM MEMBRANE,

SEAL ALL JOINTS W/ MFR

FLUID-APPLIED FLASHING (PMMA)

(N) 24 GA. PREFINISHED MTL

FLASHING, SECURE W/ 22

GA. CONT. MTL. CLEAT &

FASTENERS @ 3" O.C.

(N) FRT WOOD BLOCKING TO MATCH

THICKNESS OF (N) INSULATION, SECURE

W/ FASTENERS @ 12" O.C STAGGERED

(N) EPDM STRIP-IN FLASHING


(N)

1

2

" HIGH-DENSITY

POLYISO INSULATION, MECH.

ATTACHED

(N) POLYISO

(E) POLYISO, REPLACE IF WET,



REPLACE IF WET,


(E) EPDM


(N) HIGH-DENSITY POLYISO

COVER BOARD, MECH. ATTACH

(N) REINFORCED EPDM


STRIP, SECURE W/ SCREWS W/

MTL. PLATES PER MFR


(E) SHEATHING REPAIR IF


(N) 3" SPLICE TAPE

(E) EPDM

(N) 24 GA. GALV. COUNTER FLASHING,


(E) COUNTER FLASHING. DO NOT

SPLIT OUTSIDE CORNERS

(E) SKYLIGHT

(N) CONTINUOUS BEAD OF BUTYL SEALANT,

1 TUBE PER DRAIN

(E) DRAIN COMPRESSION RING

(E) METAL STRAINER BASKET


REPLACE IF WET,


(E) EPDM




SECURE (N) EPDM W/ SCREWS

W/ MTL. PLATES PER MFR


(E) TAPERED INSULATION

CRICKET. REPLACE IF WET,


(N) 24 S.S. 1" WIDE WIND CLIPS @ 48" O.C.

SET IN MFR. APPROVED SEALANT & SECURE

W/ MASONRY ANCHOR

(N) TERMIMATION BAR, SECURE W/

MASONRY ANCHORS @ 6" O.C.

APPLY WATER CUT-OFF BETWEEN

TOP 1" OF EPDM & MASONRY&

SEAL TOP EDGE PER MFR

(N) 24 GA. GALV. COUNTER

FLASHING. FABRICATE TO

ENGAGE INTO (E) REGLET.


REPLACE IF WET,


(E) EPDM









W/ MASONRY ANCHOR

(N) TERMIMATION BAR, SECURE

W/ MASONRY ANCHORS @ 6"

O.C. APPLY WATER CUT-OFF

BETWEEN TOP 1" OF EPDM &

MASONRY. SEAL TOP EDGE PER

MFR.




(N) CONCRETE SPLASH PAN. SET

ON (N) PROTECTION LAYER (i.e.

60 MIL EPDM)

(E) POLYISO INSULATION, REPLACE

IF WET,DETERIORATED OR

DAMAGED

(N) TAPERED POLYISO INSULATION SUMP

(N)

1

2

" HIGH-DENSITY POLYISO, MECH. ATTACH

(N) 24 GA. PRE-FINISHED SADDLE

FLASHING

(N) 24 GA. PRE-FINISHED COPING

(E) CMU

(N) 24 GA. PRE-FINISHED COPING

(N) SEALANT

(E) CMU

2' - 0"




303.914.4300 tel | 303.914.3000 fax

www.wje.com


ARVADA CAMPUS

REROOF


ARVADA, COLORADO

80002

RED ROCKS COMMUNITY

COLLEGE

LAKEWOOD, COLORADO

Constr. Documents

2019.1483.2

06/24/2020

dds

06/24/2020

AS INDICATED

srs

ROOF DETAILS

R501

1

A

1

2

2

3

3

4

4

5

5

6

6

7

7

8

8

B

C

D

E

F

A

B

C

D

E

F

Project


Project No.

Date

Drawn

Checked

Scale

Sheet Title

Sheet No.



© C

opyr

ight

201

9. A

ll rig

hts r

eser

ved.

No

part

of th

is d

ocum

ent m

ay b

e re

prod

uced

in a

ny fo

rm o

r by

any

mea

ns w

ithou

tpe

rmis

sion

from

Wis

s, Ja

nney

, Els

tner

Ass

ocia

tes,

Inc.

(WJE

). W

JE d

iscl

aim

s any

resp

onsi

bilit

y fo

r its

una

utho

rized

use

.Pl

otte

d: 7

/16/

2020

3:5

5 PM

by

Stru

tt, D

ale

File

Nam

e: P

:\201

9\20

19.1

xxx\

2019

.148

3.2

- 542

0 M

ILLE

R S

TREE

T (D

DS)

\Dra

win

gs\A

rvad

a R

oof D

etai

ls.d

wg


AT 24x36 (INCHES)

0 1/2" 1" 2"

Consultants

Client

1

SCALE: 3" = 1'-0"

Wall/Gutter Detail

2

SCALE: 3" = 1'-0"

Wall Flashing Detail @ Skylight

5

SCALE: 3" = 1'-0"

Wall Flashing Detail

4SCALE: 3" = 1'-0"

Roof Drain Detail

3SCALE: NOT TO SCALE

Parapet Intersection Detail

CONTINUOUS BEAD OF

MANUFACTURER'S

APPROVED SEALANT

(N)

1

2

" HIGH DENSITY POLYISO,

MECH. ATTACHED


CONTINUOUS BEAD OF

MANUFACTURER'S

APPROVED SEALANT

(E) ROOF PENETRATION

(E) POLYISO INSULATION, REPLACE

IF WET OR DETERIORATED

(E) METAL DECK

(N) 24 GA. GALV. STORM COLLAR

(N) HIGH GRADE SILICONE

SEALANT

(E) SKYLIGHT FLASHING TO

REMAIN

(E) WOOD BLOCKING

(N) 22 GA. MTL. SUB-FLASHING,

SECURE W/ FASTENERS @ 6" O.C.

(N) 24 GA. PREFINISHED MTL. ENGAGE TO

SUB-FLASHING & SCREWS W/ RUBBER


(E) ROOF HATCH

ADD WOOD BLOCKING TO MATCH

THICKNESS OF (N) INSULATION

(E) POLYISO INSULATION

(N) EPDM, ADHERED

(N) 24 GA. GALV. SLIP FLASHING,

SECURE W/ RUBBER-GASKETED

SCREWS @ 12" O.C.

SECURE EPDM W/ SCREWS &

SEAM PLATES PER MFR.

(E) MTL DECK

(N) HIGH TEMPERATURE

SELF-ADHERED UNDERLAYMENT (

i.e. GRACE ULTRA)

(E) 60 MIL EPDM


(N) HIGH DENSITY POLYISO INSULATION,

MECH ATTACHED

(N) GA. GALV. STORM COLLAR

(N) HIGH TEMPERATURE SEALANT

(E) FLUE (EXTEND PIPE IF NECESSARY

TO ACHIEVE PROPER HEIGHT)

2" MIN

2" MIN

12

" M

IN

.

(E) MTL. DECK

(N) 12" SELF-ADHERED


(N) 5" SELF-ADHERED


(N) 60 MIL EPDM

MEMBRANE, ADHERED

(N) 24 GA GALV. METAL PIPE

FLASHING, SET IN WATER CUT-OFF

MASTIC AND FASTEN

(N) FRT WOOD BLOCKING ATTACHED TO

METAL DECK W/ FASTENERS TO MEET WIND

UPLIFT REQUIREMENTS, MATCH HEIGHT OF

COVER BOARD & INSULATION

(N)

1

2

" HIGH DENSITY POLYISO

COVER BOARD, MECH. ATTACHED

(N) CONTINUOUS BEAD OF LAP

SEALANT


REPLACE IF WET,


(E) EPDM




EXTEND (N) INSULATION,

COVER BOARD & EPDM

THROUGH SCUPPER OPENING




W/ MASONRY ANCHOR





MASONRY & SEAL TOP EDGE

PER MFR.




(N) 24 S.S. 1" WIDE WIND CLIPS @

48" O.C. SET IN MFR. APPROVED

SEALANT & SECURE W/

MASONRY ANCHOR

(N) TERMIMATION BAR, SECURE W/

MASONRY ANCHORS @ 6" O.C.


TOP 1" OF EPDM & MASONRY &

SEAL TOP EDGE PER MFR




(E) REGLET TO REMAIN

(N) 60 MIL EPDM MEMBRANE

FULLY ADHERED TO CURB

(N) 5" SELF-ADHERED


(N) 3" SPLICE TAPE

(E) SHEET METAL CAP TO REMAIN

(N)

1

2

" HIGH-DENSITY POLYISO, SECURE W/

SCREW & PLATES


(E) WOOD NAILER(S)

(E) CURB

METAL DECK


WET OR DETERIORATED

(E) EPDM UNDER CAP TO REMAIN. LEAVE

3" BELOW LOWER EDGE OF CAP.


(N) 24 GA. GALV. SLIP FLASHING, SECURE

W/ SCREWS W/ RUBBER GASKETED

WASHERS @ 12" O.C.

(N) 3" SEAM TAPE BETWEEN (E) &

(N) EPDM

(N) 60 MIL EPDM, ADHERED,

EXTEND THROUGH (E) SCUPPER

OPENING, ALL 4 SIDES




303.914.4300 tel | 303.914.3000 fax

www.wje.com


ARVADA CAMPUS

REROOF


ARVADA, COLORADO

80002

RED ROCKS COMMUNITY

COLLEGE

LAKEWOOD, COLORADO

Constr. Documents

2019.1483.2

06/24/2020

dds

06/24/2020

AS INDICATED

srs

ROOF DETAILS

R502

1

A

1

2

2

3

3

4

4

5

5

6

6

7

7

8

8

B

C

D

E

F

A

B

C

D

E

F

Project


Project No.

Date

Drawn

Checked

Scale

Sheet Title

Sheet No.



© C

opyr

ight

201

9. A

ll rig

hts r

eser

ved.

No

part

of th

is d

ocum

ent m

ay b

e re

prod

uced

in a

ny fo

rm o

r by

any

mea

ns w

ithou

tpe

rmis

sion

from

Wis

s, Ja

nney

, Els

tner

Ass

ocia

tes,

Inc.

(WJE

). W

JE d

iscl

aim

s any

resp

onsi

bilit

y fo

r its

una

utho

rized

use

.Pl

otte

d: 7

/16/

2020

3:5

6 PM

by

Stru

tt, D

ale

File

Nam

e: P

:\201

9\20

19.1

xxx\

2019

.148

3.2

- 542

0 M

ILLE

R S

TREE

T (D

DS)

\Dra

win

gs\A

rvad

a R

oof D

etai

ls.d

wg


AT 24x36 (INCHES)

0 1/2" 1" 2"

Consultants

Client

1

SCALE: 3" = 1'-0"

New Roof Assembly

2SCALE: 3" = 1'-0"

Pipe/Conduit Flashing Detail

3SCALE: 3" = 1'-0"

Vent Pipe Flashing Detail (HOT)

4

SCALE: 3" = 1'-0"

Roof Hatch Detail

5

SCALE: 3" = 1'-0"

Thru-Wall Scupper Detail

6

SCALE: 3" = 1'-0"

A/C Curb Detail

(N) TERMINATION BAR, SECURE

W/ SCREWS @12" O.C.

(N) 5" SELF-ADHERED


(N) 3" SPLICE TAPE

(N)

1

2

" HIGH-DENSITY POLYISO, SECURE W/

SCREW & PLATES


(E) WOOD NAILER(S),

THICKNESS VARIES

(E) CURB

METAL DECK


WET OR DETERIORATED



REPLACE IF WET,


(E) EPDM

(N) TAPERED POLYISO

INSULATION SUMP





(N) 24 S.S. 1" WIDE WIND CLIPS @ 48"

O.C. SET IN MFR. APPROVED SEALANT

& SECURE W/ MASONRY ANCHOR


W/ MASONRY ANCHORS @ 6" O.C.


TOP 1" OF EPDM & MASONRY.

SEAL TOP EDGE PER MFR.





REPLACE IF WET,


(E) EPDM








O.C. SET IN MFR. APPROVED SEALANT &

SECURE W/ MASONRY ANCHOR





MASONRY




(N) CONCRETE SPLASH PAN ON (N)

PROTECTION SHEET (i.e. 60 MIL EPDM)

(E) DOWNSPOUT STRAP,

REMOVE AS NECESSARY TO

INSTALL (N) ROOFING &

FLASHINGS

(E) COLLECTOR HEAD, REMOVE

& REINSTALL

(N) 24 GA. PRE-FINISHED COVER

PLATE, SET IN SEALANT &

SECURE W/ MASONRY

ANCHORS

(N) SEALANT

(E) MASONRY WALL




COPING, SECURE TO SUB-FLASHING

CLEAT & W/ SCREWS W/ RUBBER


RE: DETAIL 8/R500

(N) HIGH-TEMPERATURE

SELF-ADHERED UNDERLAYMENT

(i.e. GRACE ULTRA).

(E) MTL. DECK

(N) FRT WOOD BLOCKING,

EXTEND 6" PAST SCUPPER

OPENING. SECURE W/ SCREWS

@ 12" O.C. STAGGERED


(N) 24 GA. GALV. SCUPPER TUBE.

SOLDER ALL LAPS & JOINTS. SET IN

SOLID BEADS OF WATER CUT-OFF

MASTIC & SECURE FLANGE W/

FASTENERS

(E) MTL. DECK


O.C. SET IN MFR. APPROVED SEALANT &

SECURE W/ MASONRY ANCHOR


W/ MASONRY ANCHORS @ 6" O.C.


TOP 1" OF EPDM & MASONRY.

SEAL TOP EDGE PER MFR.





REPLACE IF WET,


(E) EPDM




(N) EPDM REINFORCED

PERIMETER ATTACHMENT STRIP

SECURED W/ SCREWS W/ MTL.

PLATES PER MFR




PARAPET WALL




COPING, SECURE TO

SUB-FLASHING CLEAT & W/

SCREWS W/ RUBBER GASKETED

WASHERS @ 18" O.C.

RE: DETAIL 8/R500

(E) MTL. DECK


REPLACE IF WET,


(E) EPDM




(N) EPDM REINFORCED

PERIMETER ATTACHMENT STRIP

SECURED W/ SCREWS W/ MTL.

PLATES PER MFR


(N) 60 MIL EPDM

(E) MTL. DECK

(E) CMU MASONRY WALL

(E) REGLET RECEIVER

(N) 24 GA. COUNTER FLASHING,

SECURE W/ SCREWS W/

GASKETED WASHERS @ 12" O.C

(E) ROOF TOP UNIT




303.914.4300 tel | 303.914.3000 fax

www.wje.com


ARVADA CAMPUS

REROOF


ARVADA, COLORADO

80002

RED ROCKS COMMUNITY

COLLEGE

LAKEWOOD, COLORADO

Constr. Docs

2019.1483.2

06/24/2020

dds

06/24/2020

AS INDICATED

srs

ROOF DETAILS

R503

1

A

1

2

2

3

3

4

4

5

5

6

6

7

7

8

8

B

C

D

E

F

A

B

C

D

E

F

Project


Project No.

Date

Drawn

Checked

Scale

Sheet Title

Sheet No.



© C

opyr

ight

201

9. A

ll rig

hts r

eser

ved.

No

part

of th

is d

ocum

ent m

ay b

e re

prod

uced

in a

ny fo

rm o

r by

any

mea

ns w

ithou

tpe

rmis

sion

from

Wis

s, Ja

nney

, Els

tner

Ass

ocia

tes,

Inc.

(WJE

). W

JE d

iscl

aim

s any

resp

onsi

bilit

y fo

r its

una

utho

rized

use

.Pl

otte

d: 7

/16/

2020

3:5

7 PM

by

Stru

tt, D

ale

File

Nam

e: P

:\201

9\20

19.1

xxx\

2019

.148

3.2

- 542

0 M

ILLE

R S

TREE

T (D

DS)

\Dra

win

gs\A

rvad

a R

oof D

etai

ls.d

wg


AT 24x36 (INCHES)

0 1/2" 1" 2"

Consultants

Client

1SCALE: 3" = 1'-0"

Scupper/Wall Detail

2SCALE: 3" = 1'-0"

Wall Section Detail

3

SCALE: 3" = 1'-0"

RTU Curb Detail