20252030_A1_Attachment B_Drawings.pdf

PROJECT INFORMATION

G100 GENERAL INFORMATION

A100 PLANS

A200 ELEVATIONS & SECTION

A300 DETAILS

SHEET LIST

SITE ADDRESS

1820 ROOSEVELT BLVD.

EUGENE, OREGON 97405

MAP + TAXLOT

MAP:17042530

TAXLOT: 100

SIZE: 10.53 ACRES

OWNER

CITY OF EUGENE

1820 ROOSEVELT BLVD.

EUGENE, OREGON 97405

ARCHITECT

ROBERT NICHOLLS ARCHITECTURE & DESIGN

999 S. 71ST STREET

SPRINGFIELD, OREGON 97478

POC: ROBERT J. NICHOLLS, AIA

EMAIL: bnicholls@rnarchdesign.com

PHONE: 530.613.5580

COPYRIGHT ROBERT NICHOLLS

ARCHITECTURE & DESIGN INC

C

IT

Y O

F

EU

G

EN

E

- P

U

BL

IC

W

O R

KS

R O

O

SE

VE

LT

B

LV

D . E

U G

EN

E, O R

REVISIONS

NO. DATE TITLE

ISSUE DATE:

PROJECT NO:

PROJECT PHASE:

PERMIT DOCUMENTS

FI

TN

ES

S

R O

O M

R

EM

O D

EL

G100

GENERAL

INFORMATION

07 APR 2025

PROPERTY LINE

EXISTING WALL TO REMAIN

NEW WALL ASSEMBLY

NEW WINDOW, SEE ALSO WINDOW SCHEDULE

NEW DOOR, SEE ALSO DOOR SCHEDULE

(E) 6" SANITARY SEWER LINE

TYPE 2A10BC BRACKET MOUNT FIRE EXTINGUISHER

-MOUNT HANDLE @ 48" AFF MAX

(N) DUPLEX RECEPTACLE, 18" AFF, UON

(N) DATA RECEPTACLE, 18" AFF, UON

-PROVIDE CONDUIT PATHWAY & ROUGH-IN BOX ONLY

-CABELING AND TERMINATION BY OWNER

GENERAL NOTES

1. DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE

PROPERTY OF THE ARCHITECT. THEY ARE NOT TO BE USED ON EXTENSIONS OF THE PROJECT,

OR OTHER PROJECTS, EXCEPT BY AGREEMENT IN WRITING WITH THE ARCHITECT. THE

GENERAL CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING DIMENSIONS

AT THE JOB SITE. THE ARCHITECT WILL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS,

METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND

PROGRAMS IN CONNECTION WITH THE ARCHITECT

2. FIELD VERIFY EXISTING CONDITIONS & DIMENSIONS

3. BRING CONFLICTS & INCONSISTENCIES WITHIN PROJECT DOCUMENTS AND/OR FIELD

CONDITIONS TO ATTENTION OF ARCHITECT BEFORE PROCEEDING WITH WORK

4. DO NOT SCALE DRAWINGS. COORDINATE DIMENSIONS SHOWN ON DRAWINGS WITH ACTUAL

FIELD MEASUREMENTS. NOTIFY ARCHITECT OF DISCREPANCIES

5. CLEAN CONSTRUCTION CAVITIES PRIOR TO ENCLOSING, INCLUDING ABOVE CEILING GRID AND

WITHIN WALL CAVITIES

6. PROTECT (E) ITEMS TO REMAIN FOR DURATION OF WORK

7. DIMENSIONS ARE TO FACE OF FINISH, UON

8. VERIFY LOCATIONS AND MOUNTING HEIGHT FOR ELECTRICAL DEVICES PRIOR TO ROUGH-IN

9. PROVIDE SOLID BLOCKING AT CASEWORK, ACCESSORIES, EQUIPMENT, AND FIXTURES AS

REQUIRED

SITE PLAN

1/64" = 1'-0"1 NORTH

CITY OF EUGENE, PUBLIC WORKS - FITNESS ROOM REMODEL

SCOPE OF WORK:

RENOVATE EXISTING TOOL STORAGE ROOM INTO NEW EXERCISE

ROOM FOR EMPLOYEE USE. WORK GENERALLY INCLUDES NEW

THIN SET CEMENTITIOUS FLOORING, INSULATED FURRING WALL @

PERIMETER OF BUILDING, NEW OPENINGS, NEW SUSPENDED

CEILING ASSEMBLY, AND FINISHES.

NO NEW BUILDING AREA

MEP SCOPE NOTE:

PLUMBING, MECHANICAL, AND ELECTRICAL SCOPE IS UNDER A

SEPARATE DESIGN-BUILD AGREEMENT WITH THE GENERAL

CONTRACTOR. INDIVIDUAL TRADES ARE RESPONSIBLE FOR

ASSOCIATED DESIGN, ENGINEERING, PERMITS, AND PERMIT

REQUIREMENTS.

ABATEMENT:

ANY NECESSARY ABATEMENT OF HAZARDOUS MATERIALS IN THE

AFFECTED SPACES TO BE COMPLETED BY OWNER PRIOR TO THE

COMMENCEMENT OF THIS PROJECT.

SUMMARY OF WORK

CODES:

2022 OREGON STRUCTURAL SPECIALTY CODE

ENERGY CODE: ASHRAE STANDARD 90.1, 2022

2017 ANSI A117.1 ACCESSIBILITY STANDARDS

CHAPTER 3: USE AND OCCUPANCY

OCCUPANCY: ASSEMBLY (GYMNASIUM WITHOUT FIXED SEATS)

USE: EXERCISE ROOM

CHAPTER 5: GENERAL BUILDING HEIGHTS AND AREAS

NO PROPOSED CHANGE TO BUILDING HEIGHT OR AREA

CHAPTER 6: TYPES OF CONSTRUCTION

CONSTRUCTION TYPE: 5B

CHAPTER 10: MEANS OF EGRESS

COMMON PATH OF EGRESS TRAVEL, PER TABLE 1006.2.1

REQUIRED: 75' MAX (ASSEMBLY SPACE W/ LESS THAN 30 OCCS)

PROPOSED: 60'

EXIT ACCESS TRAVEL DISTANCE, PER TABLE 1017.2

REQUIRED: 200' MAX (ASSEMBLY SPACE W/OUT SPRINKLERS)

PROPOSED: 60'

EXIT SIGN PROVIDED IN THE DIRECTION OF EGRESS TRAVEL

OCCUPANT LOAD PER 1004

EXERCISE ROOM

1,085 SF / 50 GROSS = 22 OCCS

ONE EXIT REQ'D, ONE EXIT PROVIDED

ENERGY CODE (ASHRAE STANDARD 90.1)

CLIMATE ZONE: 4C

INSULATION VALUES:

CEILING: R-19 EXISTING, ADDING R-30 FOR TOTAL OF R-49

WALL: R-9 EXISTING, ADDING R-11 FOR TOTAL OF R-21

R-21 AT NEW EXTERIOR WALL INFILL

FLOOR: EXISTING SLAB ON GRADE

OPAQUE DOORS - SWINGING: U-0.37

OPAQUE DOORS - NON-SWINGING: U-0.31

FENESTRATIONS - FIXED: U-0.36, SHGC-0.36

FENESTRATIONS - OPERABLE: U-0.45, SHGC-0.33

ENTRANCE DOOR: U-0.63, SHGC-0.33

ANSI A117.1 ACCESSIBILITY CODE:

SEE DRAWINGS FOR COMPLIANCE WITH ANSI A117.1 ACCESSIBILITY

CODE ANALYSIS

AREA OF WORK

VICINITY MAP

NTSA NORTH

PROJECT SITE

1820 ROOSEVELT

BLVD.

W. 6TH AVE.

W. 7TH AVE.

HWY 99

ROOSEVELT

BLVD

CHAMBERS ST.

LEGEND

NEW

SS

FE

ACT ACOUSTICAL CEILING TILE

ADJ ADJUSTABLE

AFF ABOVE FINISH FLOOR

APPROX APPROXIMATE

ARCH ARCHITECTURAL

AVG AVERAGE

BD BOARD

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BLW BELOW

BOT BOTTOM

CAB CABINET

CB CEMENT BOARD

CLR CLEAR

CPT CARPET

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

DBL DOUBLE

DET DETAIL

DIA DIAMETER

DIM DIMENSION

DN DOWN

DWG DRAWING

E EXISTING

EA EACH

ELEC ELECTRICAL

ELEV ELEVATION

EP ELECTRICAL PANEL

EQ EQUAL

EQUIP EQUIPMENT

EXT EXTERIOR

FA FIRE ALARM

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FACTORY FINISH

FIN FINISH

FLR FLOOR

F.O. FACE OF

FR FIRE RATED

FRP FIBERGLASS REINFORCED

PLASTIC

FT FOOT OR FEET

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GB GYPSUM BOARD

HDWE HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT

ID INSIDE DIAMETER

INSUL INSULATION

INT INTERIOR

JT JOINT

LAM LAMINATE

LAV LAVATORY

LT LIGHT

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

N NEW

N.I.C. NOT IN CONTRACT

NO. NUMBER

NOM NOMINAL

NTS NOT TO SCALE

O.C. ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER-FURNISHED,

CONTRACTOR- INSTALLED

OFOI OWNER FURNISHED, OWNER

INSTALLED

OPP OPPOSITE

OSSC OREGON STRUCTURAL

SPECIALTY CODE

PERP PERPENDICULAR

PL PLATE

PLAM PLASTIC LAMINATE

PLYWD PLYWOOD

PS PAINT SYSTEM

R RELOCATE

RB RUBBER BASE

RCP REFLECTED CEILING PLAN

REQ'D REQUIRED

RM ROOM

SCWD SOLID CORE WOOD

SECT SECTION

SIM SIMILAR

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STRUCT STRUCTURAL

SUSP SUSPENDED

T TEMPERED GLAZING

THK THICK

T.O. TOP OF

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

VERT VERTICAL

VFY VERIFY

W/ WITH

WD WOOD

W/O WITHOUT

WRGB WATER-RESISTANT GYPSUM

BOARD

WB WOOD BASE

ABBREVIATIONS

ROOSEVELT BLVD.

RAILROAD

7.

TAX LOT: 100

10.53 ACRES

FE

EX

IT

SSS

T

COPYRIGHT ROBERT NICHOLLS

ARCHITECTURE & DESIGN INC

C

IT

Y O

F

EU

G

EN

E

- P

U

BL

IC

W

O R

KS

R O

O

SE

VE

LT

B

LV

D . E

U G

EN

E, O R

REVISIONS

NO. DATE TITLE

ISSUE DATE:

PROJECT NO:

PROJECT PHASE:

PERMIT DOCUMENTS

FI

TN

ES

S

R O

O M

R

EM

O D

EL

A100

PLANS

07 APR 2025

FLOOR PLAN - DEMOLITION

1/4" = 1'-0"1

0 1 2 4

NORTH FLOOR PLAN - NEW

1/4" = 1'-0"2 NORTH REFLECTED CEILING PLAN - NEW

1/4" = 1'-0"3 NORTH

DEMOLISH INTERIOR NON-LOAD BEARING WALL

DEMOLISH DOOR, FRAME, AND HARDWARE

DEMOLISH OVERHEAD DOOR, FRAME, AND HARDWARE

DEMOLISH WINDOW ASSEMBLY

DEMOLISH WALL AS REQ'D FOR NEW WORK

DEMOLISH CASEWORK

DEMOLISH WD RAMP

DEMOLISH ELECTRICAL PANEL

DEMOLISH FIRE HEAT SENSOR, SALVAGE FOR

RELOCATION

D1

DEMOLITION KEYNOTES

(N) SELF LEVELING THIN-SET CEMENTITIOUS FLOOR

COATING

-AVERAGE DEPTH OF MATERIAL = 1"

-COORDINATE WITH OWNER FOR OFCI RUBBER MAT

FLOOR FINISH AND SUBSTRATE REQUIREMENTS

INFILL WALL, MATCH ADJACENT ASSEMBLY AND FINISH @

OFFICE SIDE

WATER BOTTLE FILLER

-MFR: ELKAY, MODEL: LZS8WS1F

-CONNECT TO (E) ADJACENT WATER SUPPLY LINE

-CONNECT TO (E) 6" SANITARY SEWER LINE AS SHOWN

-PATCH ASSEMBLIES AS REQ'D BY NEW WORK AND

PLUMBING CONNECTIONS

-PROVIDE POWER AS REQ'D

-INSTALL PER MFR INSTRUCTIONS

APPROX LOCATION OF DRAIN LINE CONNECTION TO (E) 6"

SANITARY SEWER LINE

PLAM CLAD WD CUBBIES, SEE ALSO ELEVATIONS

6' LONG FIXED WD BENCH, SEE ALSO ELEVATIONS

(N) SUSPENDED CEILING ASSEMBLY

2X4 LED LAY-IN LIGHT FIXTURE

-MATCH BLDG STANDARD W/ COLOR SELECT, COORD W/

OWNER

(N) CEILING CASSETTE

-BASIS-OF-DESIGN: MITSUBISHI PLFY-EP-NEMU 48K BTU,

OR EQUAL AND AS REQ'D BY CODE

-PROVIDE POWER AS REQ'D

KEYNOTES

FITNESS RM

FITNESS RM

100 100

8' -1

1"

'-5

'-5

8'

-1 1"

5'-11 2"

26'-71 4"

'-8

8' -0

6'

-1 0"

9' -1

0"

D2

D3

D4

D5

D6

D1

D1

D2

D2

D7

D7

D3

D4

D5

D5

D5

D2 D5

D6

D6

D6

±11'-0" AFF

(N) CEILING

A200

B

B

A

C

B

N100A

N

0B

C

(N) MINI-SPLIT OUTDOOR UNIT

-BASIS-OF-DESIGN: MITSUBISHI 48K, OR EQUAL AND AS

REQ'D BY CODE

-PROVIDE HOUSEKEEPING PAD PER MFR REQ'S

-PROVIDE POWER AS REQ'D, INCLUDE 60 AMP

DISCONNECT

(N) THERMOSTAT

-BASIS-OF-DESIGN: MITSUBISHI MHK2, OR EQUAL AND AS

REQ'D BY CODE

-MOUNT ON WALL @ 48" AFF MAX

(N) CEILING FAN

-MFR: BIG ASS FANS, MODEL: i6 84" INDOOR

-MOUNT TO (E) I-BEAM ABV (N) SUSPENDED CEILING ASSY

-MOUNT FAN PER MFR INSTRUCTIONS

-PROVIDE POWER AS REQ'D

-INSTALL PER MFR INSTRUCTIONS

(R) CEILING MOUNT FIRE HEAT SENSOR

(R) EMERGENCY EGRESS LIGHT

(R) EMERGENCY EGRESS STROBE

SAFETY LIGHT, CONSTANT ON

PROVIDE (2) 3 4" CONDUITS FOR PROXY ACCESS CONTROL

AND DOOR SECURITY SENSOR

-TERMINATE CONDUIT ABOVE CEILING GRID & @ CARD

READER LOCATION

-CARD READER OFOI

(N) 200 AMP SUB PANEL

-FEED FROM PANEL 2, 120/208V, COORD W/ OWNER

MOUNT DEVICE @ ±6'-0" AFF, COORDINATE W/ OFCI

MONITOR AND BRACKET

(E) I-BEAM ABOVE, DASHED FOR REFERENCE

TYP

A2002

D8

D8

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

DEMOLISH EMERGENCY EGRESS LIGHT, SALVAGE FOR

RELOCATION

DEMOILSH EMERGENCY EGRESS STROBE, SALVAGE FOR

RELOCATION

DEMOLISH WALL HUNG FIRE EXTINGUISHER, SALVAGE

FOR RELOCATION

DEMOLISH WATER LINE AND PLYWOOD SURROUND BACK

TO (N) WATER BOTTLE FILLER LOCATION

D9

D10

D11

D9

ABV

D10

D11

D12

D12

±6'-0" AFF

±6'-0" AFF

D13

D13

1' -1

01 2" ±5

'-7 1 2"

M 6'x3' M 6'x3' M 6'x3'

COPYRIGHT ROBERT NICHOLLS

ARCHITECTURE & DESIGN INC

C

IT

Y O

F

EU

G

EN

E

- P

U

BL

IC

W

O R

KS

R O

O

SE

VE

LT

B

LV

D . E

U G

EN

E, O R

REVISIONS

NO. DATE TITLE

ISSUE DATE:

PROJECT NO:

PROJECT PHASE:

PERMIT DOCUMENTS

FI

TN

ES

S

R O

O M

R

EM

O D

EL

A200

ELEVATIONS

& SECTION

07 APR 2025

ELEVATION - NORTH

1/4" = 1'-0"1 ELEVATION - WEST

1/4" = 1'-0"2

ELEVATION - SOUTH

1/4" = 1'-0"4ELEVATION - EAST

1/4" = 1'-0"3

T T

T T

T T

T 1 1

N100A N100B

T 2 T 2 T

HATCH INDICATES APPROX

AREA OF (N) INFILL WALL

(WITHIN (E) OVERHEAD DR

BAY)

PLAM CLAD WOOD CUBBIES

BOTTLE FILLER & DRINKING

FOUNTAIN

6' -0

3' -0

4" FRAMELESS MIRROR

T = TEMPERED GLAZING

6' -0

6' -0

4' -0

4' -0

OFCI 84" MONITOR

-PROVIDE POWER AS REQ'D

-PROVIDE ADDITIONAL

CONDUIT PATHWAY FOR OFOI

DATA CABLING AND

TERMINATION

-PROVIDE BACKING AS REQ'D

T T

BUILDING SECTION

1/4" = 1'-0"5

FITNESS RM

100 11

'-0

(E) STRUCTURE TO REMAIN

ROOF ASSEMBLY

-(E) SM ROOF PANEL, WEATHER BARRIER, SUBSTRATE, &

STRUCTURE TO REMAIN

-(E) R-19 BATT INSULATION W/ VAPOR BARRIER (CUT EACH

BAY PRIOR TO COVERING)

-(N) R-30 FIBERGLASS BATT INSULATION. HOLD TIGHT TO (E)

INSULATION W/ FSK PAPER, OR APPROVED EQUAL

-TOTAL R-49 ROOF ASSEMBLY

(N) SUSPENDED CEILING

ASSEMBLY

A300

A300

OFCI 84" MONITOR

-PROVIDE POWER AS REQ'D

-PROVIDE ADDITIONAL

CONDUIT PATHWAY FOR OFOI

DATA CABLING AND

TERMINATION

-PROVIDE BACKING AS REQ'D

T T

HATCH INDICATES FROSTED

GLAZING FILM

6'W WOODEN BENCH

COPYRIGHT ROBERT NICHOLLS

ARCHITECTURE & DESIGN INC

C

IT

Y O

F

EU

G

EN

E

- P

U

BL

IC

W

O R

KS

R O

O

SE

VE

LT

B

LV

D . E

U G

EN

E, O R

REVISIONS

NO. DATE TITLE

ISSUE DATE:

PROJECT NO:

PROJECT PHASE:

PERMIT DOCUMENTS

FI

TN

ES

S

R O

O M

R

EM

O D

EL

A300

DETAILS

07 APR 2025

MARK SIZE

WIDTH HEIGHT THICKNESS

DOOR

TYPE MATERIAL FINISH

FRAME

TYPE MATERIAL FINISH

HDWR

TYPE

FIRE

RATING

COMMENTS

3'-0" 6'-8" 1-3/4" A HM PS F1 1

DOOR SCHEDULE

HM PS -

N/AN100B

N100A 6'-0" 1-3/4" N/A N/A N/A N/A N/A8'-0" B -

INSULATED DR & GLAZING

HARDWARE TYPE 1

-HEAVY DUTY HINGES

-LOCKSET: LEVER HARDWARE - ENTRANCE FUNCTION

-COORDINATE WITH OWNER FOR CITY STANDARD LOCKSET,KEYING, INSTALLATION, AND CORES

-CLOSER/HOLD-OPENS

-(R) ELECTRONIC ACCESS CONTROL & CARD READER

OVERHEAD DR

MARK SIZE

WIDTH HEIGHT

FRAME

MATERIAL FINISH

GLAZING TYPE COMMENTS

5'-0" 3'-8" ALUM FF, NOTE 1

WINDOW SCHEDULE

1 -

NOTES

1. MATCH (E) DARK BRONZE FINISH, LOW-E COATING

PROVIDE SCREENS, SEE ELEVATIONS FOR SLIDING FUNCITON

2 4'-0" 2'-0" ALUM TEMPERED AWNING FUNCTION

5'-0" 3'-8" ALUM3 - FIXED, (E) OPENING

WALL TYPES

1" = 1'-0"4

(E) WALL ASSY TO

REMAIN

WALL TYPE - A WALL TYPE - B

WEATHER BARRIER

(N) T-111 SIDING, MATCH

EXISTING ADJACENT SIDING

-PRIME & PAINT TO MATCH

WALL TYPE - CA B C

(E) WALL ASSY TO

REMAIN

ACOUSTICAL BATT

INSULATION

2" RC-CHANNEL @ 24"

OC MAX

8" TYPE 'X' GYP BD

W/ #6 TYPE S

DRYWALL SCREWS

MIN @ 12" OC MAX

-PS FINISH

3-5/8" SM STUD @ 24"

OC MAX, SSMA

362S125-30 33 KSI OR

EQUAL

VAPOR BARRIER

(E) WALL ASSY TO

REMAIN

(E) WALL ASSY TO

REMAIN

R-11 BATT INSULATION (TOTAL

WALL ASSEMBLY = R-21 MIN)

VAPOR BARRIER

R-21 BATT INSULATION

6" SM STUD @ 16" OC

MAX, SSMA

600S137-43 33 KSI OR

EQUAL

VAPOR BARRIER

HEADER SCHEDULE

3" = 1'-0"3

STUD WALL ABV, WHERE

OCCURS, TYP

SSMA 600S137-43 33KSI OR

EQUIVALENT

STUD TRACK 54 MIL. MIN. #10 SMS @ 12" OC MAX

4'-0" TO 5'-0" OPENING

DOOR TYPE A

1/4" = 1'-0"

3' -7

" M

AX

6" 6"

T

HALF-LITE TEMPERED

GLAZING AND FRAME

T = TEMPERED GLAZING

FRAME TYPE F1

1/4" = 1'-0"

M

AT

CH

D

R

MATCH DR16 GA. HM FRAME

-PS FINISH

HM INSULATED DOOR

-PS FINISH

FF, NOTE 1

FF, NOTE 1

WALL BASE DETAIL

3" = 1'-0"2

(E) CONCRETE STEMWALL TO

REMAIN

WALL ASSY PER PLAN

4" RUBBER BASE, TYP

THROUGHOUT

FASTEN METAL STUD TRACK TO

(E) SLAB FOUNDATION W/ 3 8" DIA

SIMPSON STRONGBOLT2

ANCHORS @ 48" OC W/ 1.5"

EFFECTIVE EMBEDMENT

(E) CONCRETE SLAB ON

GRADE

3-5/8" SM STUD @ 24"

OC MAX, SSMA

362S125-30 33 KSI OR

EQUAL

8" TYPE 'X' GYP BD

W/ #6 TYPE S

DRYWALL SCREWS

MIN @ 12" OC MAX

-PS FINISH

8" TYPE 'X' GYP BD

W/ #6 TYPE S

DRYWALL SCREWS

MIN @ 12" OC MAX

-PS FINISH

OPENING DETAIL

3" = 1'-0"1

HEADER PER SCHEDULE

(E) SIDING TO REMAIN

(N) PREFIN SM FLASHING W/ 3"

UPTURNED LEG BEHIND (E)

WEATHER BATTIER & DRIP

EDGE

(N) FLEXIBLE SELF-ADHESIVE

FLASHING @ PERIMETER OF OPENING

-CONTIN. OVER FACE/FRAME 3" MIN,

INTEGRATE W/ WEATHER BARRIER &

FLASHINGS TO DRAIN

BACKER ROD & SEALANT, TYP

ALUM WINDOW ASSY PER

SCHEDULE

(N) FLEXIBLE SELF-ADHESIVE

FLASHING @ PERIMETER OF OPENING

-CONTIN. OVER FACE/FRAME 3" MIN,

INTEGRATE W/ WEATHER BARRIER &

FLASHINGS TO DRAIN

(E) WEATHER BARRIER

(E) WEATHER BARRIER

PREFIN SM FLASHING W/ END

DAMS & HEMMED EDGE

DOOR TYPE B

1/4" = 1'-0"

T = TEMPERED GLAZING

T T

T T

T T

T T

*NOTE*

WEB STIFFENERS REQ'D

@ ENDS OF BOXED STUD

HEADERS