SITE AND BUILDING DATA SHEET NUMBER LEGAL DESCRIPTION: POR OF S 1/2 OF SE 1/4 OF SW 1/4 LY ELY OF PIPE LN R/W COND ORD #56125 LESS POR FOR NE 45TH ST

(1)

NORTH

PROJECT MANAGER PROJECT ARCHITECT

DRAWN

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T 1.0

207562

UW FLEET SERVICES BUILDING ROOF REPLACEMENT

MAT SMS

TITLE SHEET

SDL

SHEET

NUMBER SHEET NAME

T 1.0 TITLE SHEET

GENERAL NOTES

UW FLEET SERVICES BUILDING ROOF REPLACEMENT

DRAWING LIST

REGULATORY CODES SITE AND BUILDING DATA

SUMMARY OF WORK

PROJECT CONTACTS

JURISDICTION: CITY OF SEATTLE

BUILDING CODE: 2018 SEATTLE BUILDING CODE FIRE CODE: 2018 SEATTLE FIRE CODE ENERGY CODE: 2018 SEATTLE ENERGY CODE MECHANICAL CODE: 2018 SEATTLE MECHANICAL CODE PLUMBING CODE: 2018 UNIFORM PLUMBING CODE ELECTRICAL CODE: 2018 SEATTLE ELECTRICAL CODE, SITE ADDRESS: 4659 25TH AVE NE, SEATTLE, WA 98105

ASSESSOR'S PARCEL NO: 092504-9083

LEGAL DESCRIPTION: POR OF S 1/2 OF SE 1/4 OF SW 1/4 LY ELY OF PIPE LN R/W COND ORD #56125 LESS POR FOR NE 45TH ST

LOT AREA: 165145 SF ZONING: C

OCCUPANCY GROUP: B, F-1

CONSTRUCTION TYPE: STEEL FRAME NUMBER OF STORIES: 2, NO CHANGE TOTAL ROOF AREA: 5998 SF

PARKING: NO CHANGE

RE-ROOF OVER EXISTING STEEL ROOF WITH STEEL FURRING AND NEW STANDING SEAM ROOFING.

OWNER

UNIVERSITY OF WASHINGTON UNIVERSITY FACILITIES BUILDING BOX 352205

SEATTLE, WA 98195-2205

CONTACT: STEVEN R. HARRISON, PROJECT MANAGER

PHONE (425) 691-9309 [email protected]

ARCHITECT

STEMPER ARCHITECTURAL COLLABORATIVE 4000 DELRIDGE WAY, SW, SUITE 200

SEATTLE, WA 98106

CONTACT: SCOTT STEMPER, MARC TEGEN PHONE: (206) 624-2777

[email protected] [email protected]

1. ALL WORK TO BE PERFORMED IN COMPLIANCE WITH ALL APPLICABLE CODES, LAWS AND REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION OVER THE WORK.

2. CONTRACTOR IS TO PROTECT EXISTING LANDSCAPE

SCHEDULED TO REMAIN, PARKING LOTS, GROUNDS, FLOORS, FURNISHINGS, FIXTURES AND EQUIPMENT FROM DAMAGE.

CONTRACTOR TO USE EXTREME CAUTION WHEN WORKING ON GROUNDS AND PARKING LOTS ADJACENT TO THE BUILDING.

CONTRACTOR TO REPLACE IN KIND ANY SUCH ITEMS DAMAGED.

3. CONTRACTOR TO VERIFY ALL DIMENSIONS, PROPERTY LINES, MEASUREMENTS AND CONDITIONS IN THE FIELD BEFORE

BEGINNING WORK. ANY DISCREPANCIES, ERRORS OR OMISSIONS TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT

IMMEDIATELY.

4. THE ARCHITECT WILL HAVE A REPRESENTATIVE ON SITE, PART- TIME TO OBSERVE THE CONSTRUCTION FOR COMPLIANCE WITH THE DESIGN INTENT AND TO ASSIST THE CONTRACTOR IN

RESOLVING VARIATIONS IN THE EXISTING CONSTRUCTION.

THESE DOCUMENTS ADDRESS KNOWN CONDITIONS, BUT IT IS ANTICIPATED THAT HIDDEN CONDITIONS WILL BE ENCOUNTERED DURING CONSTRUCTION. THE ARCHITECT WILL OBSERVE ALL SUCH HIDDEN CONDITIONS AND ISSUE CLARIFICATIONS OR MODIFICATIONS OF THE DESIGN INTENT TO ADDRESS SUCH CONDITIONS AND WILL DOCUMENT ALL CHANGES.

5. UNLESS OTHERWISE NOTED, ALL ANGLES ARE TO BE RIGHT ANGLES, ALL LINES WHICH APPEAR PARALLEL ARE TO BE

PARALLEL, AND ALL ITEMS WHICH APPEAR CENTERED ARE TO BE CENTERED. CONTRACTOR TO BE RESPONSIBLE FOR

MAINTAINING ALL LINES TRUE, LEVEL, PLUMB AND SQUARE.

6. DETAILED AND/OR LARGER SCALE DRAWINGS TAKE

PRECEDENCE OVER GENERAL AND SMALLER SCALE DRAWINGS.

POSTED DIMENSIONS WILL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR TO VERIFY SCALED DIMENSIONS WITH ARCHITECT BEFORE PROCEEDING WITH WORK.

7. ALL ATTACHMENTS, CONNECTIONS, AND FASTENINGS OF ANY NATURE ARE TO BE PROPERLY AND PERMANENTLY SECURED IN CONFORMANCE WITH THE BEST PRACTICES OF THE BUILDING INDUSTRY. DRAWINGS SHOW ONLY SPECIAL REQUIREMENTS TO ASSIST THE CONTRACTOR AND DO NOT SHOW EVERY DETAIL.

8. DETAILS SHOWN IN THESE DRAWINGS ARE TYPICAL AND WILL APPLY UNLESS OTHERWISE NOTED OR SHOWN. DETAILS OF CONSTRUCTION NOT FULLY SHOWN ARE TO BE OF THE SAME NATURE AS THOSE DRAWN FOR SIMILAR CONDITIONS. ANY AREAS IN QUESTION TO BE ADDRESSED AT PRE-CONSTRUCTION CONFERENCE

9. CONTRACTOR TO PROTECT EXISTING FURNISHINGS, FIXTURES, EQUIPMENT AND LANDSCAPING FROM DAMAGE. CONTRACTOR TO REPLACE IN KIND ANY SUCH ITEMS DAMAGED. ALL DEBRIS IS TO BE REMOVED.

10. CONTRACTOR TO COORDINATE ALL OPERATIONS WITH OWNER, INCLUDING: SITE ACCESS, MATERIALS STORAGE AND STAGING, INTERRUPTIONS OF ELECTRICAL, MECHANICAL, FIRE-ALARM, LOW-VOLTAGE SERVICES AND TIMING OF NOISY OR DISRUPTIVE OPERATIONS. CONTRACTOR TO VERIFY SEQUENCE OF WORK WITH OWNER.

11. CONTRACTOR IS RESPONSIBLE FOR CUTTING/ WELDING AND HOT WORK PERMITS AND MUST MEET THE CITY OF SEATTLE FIRE DEPARTMENT STANDARDS FOR SUCH WORK.

12. REFER TO SECTION 01 11 00 FOR INFORMATION ON HAZARDOUS MATERIALS IMPACTS INCLUDED IN THE WORK.

13. IF HAZARDOUS MATERIALS ARE ENCOUNTERED, NOTIFY ARCHITECT IMMEDIATELY.

VICINITY MAP

UW FLEET SERVICES BUILDING

@ AT

AB ANCHOR BOLT

ACT ACOUSTICAL CEILING TILE

ADJ ADJACENT

AFF ABOVE FINISHED FLOOR

ALUM ALUMINUM

ANOD ANODIZED

ASPH ASPHALT

ASSY ASSEMBLY

ALT ALTERNATE

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BO BOTTOM OF

BOT BOTTOM

CLG CEILING

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CSK COUNTERSINK

DBL DOUBLE

DEMO DEMOLISH

DIA DIAMETER

DN DOWN

DS DOWN SPOUT

DWGS DRAWINGS

EA EACH

E-A EXISTING ANCHOR

(E) FR EXISTING FALL RESTRAINT

ELEC ELECTRICAL

ELEV OR EL ELEVATION

EQ EQUAL

EXIST OR (E) EXISTING

F.F.GSM FACTORY FINISHED GALVANIZED SHEET METAL

FLR FLOOR

FPA FALL PROTECTION ANCHOR

FT FIRE TREATED

GA GAUGE

GALV GALVANIZED

GL GLASS

GWB GYPSUM WALL BOARD

GSM GALVANIZED SHEET METAL

GYP GYPSUM

HGT HEIGHT

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR

INT INTERIOR

INSUL INSULATION LB OR # POUND

LOC LOCATION

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MANUF MANUFACTURER

MTL METAL

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NR NOT RATED

OC ON CENTER

OH OVERHEAD

OVHG OVERHANG

PL PLATE

PNT PAINT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PVC POLYVINYL CHLORIDE

PLYW PLYWOOD

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RE: REFER TO

REQD REQUIRED

RM ROOM

RWL RAIN WATER LEADER

SCHED SCHEDULE

SC SOLID CORE

SEC SECURITY

SF SQUARE FEET

SHEATH SHEATHING

SHT SHEET

SIM SIMILAR

SP STAND PIPE

SPEC SPECIFICATION

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

TOC TOP OF CONCRETE

TOP TOP OF PARAPET

TOS TOP OF STEEL

TYP TYPICAL

TS TUBE STEEL

UNO UNLESS NOTED OTHERWISE

VERT VERT

VTR VENT THROUGH ROOF

W/ WITH

WF WIDE FLANGE

WD WOOD

WIN WINDOW

ABBREVIATIONS

A-0.0 SITE PLAN

A-1.0 ROOF PLAN

A-1.1 REFLECTED CEILING PLAN A-4.0 DETAILS

A-4.1 DETAILS A-4.2 DETAILS

AD-1.0 ROOF DEMO PLAN AD-4.0 DEMO DETAILS

CODE SUMMARY

2018 SEATTLE EXISTING BUILDING CODE REQUIREMENTS SECTION C503, ALTERATIONS

EXCEPTIONS:

1. THE FOLLOWING ALTERATIONS NEED NOT COMPLY WITH THE

REQUIREMENTS FOR NEW CONSTRUCTION PROVIDED THE ENERGY USE OF THE BUILDING IS NOT INCREASED:

1. STORM WINDOWS INSTALLED OVER EXISTING FENESTRATION.

2. SURFACE APPLIED WINDOW FILM INSTALLED ON EXISTING SINGLE PANE FENESTRATION ASSEMBLIES TO REDUCE SOLAR HEAT GAIN PROVIDED THE CODE DOES NOT REQUIRE THE GLAZING FENESTRATION TO BE REPLACED.

3. EXISTING CEILING, WALL OR FLOOR CAVITIES EXPOSED DURING CONSTRUCTION PROVIDED THAT THESE CAVITIES ARE INSULATED TO FULL DEPTH WITH INSULATION HAVING A MINIMUM NOMINAL VALUE OF R-3.0 PER INCH INSTALLED PER SECTION C402.

4. CONSTRUCTION WHERE THE EXISTING ROOF, WALL OR FLOOR CAVITY IS NOT EXPOSED.

5. ROOF RECOVER.

6. AIR BARRIERS SHALL NOT BE REQUIRED FOR ROOF RECOVER AND ROOF REPLACEMENT WHERE THE ALTERATIONS OR RENOVATIONS TO THE BUILDING DO NOT INCLUDE

ALTERATIONS, RENOVATIONS OR REPAIRS TO THE REMAINDER OF THE BUILDING ENVELOPE.

7. REPLACEMENT OF EXISTING DOORS THAT SEPARATE CONDITIONED SPACE FROM THE EXTERIOR SHALL NOT

REQUIRE THE INSTALLATION OF A VESTIBULE OR REVOLVING DOOR, PROVIDED HOWEVER THAT AN EXISTING VESTIBULE THAT SEPARATES A CONDITIONED SPACE FROM THE

EXTERIOR SHALL NOT BE REMOVED.

2. ALTERATIONS ARE NOT REQUIRED TO COMPLY WITH SECTION C406 EXCEPT WHERE SPECIFICALLY NOTED IN SECTIONS C503.2, C503.8.3 AND C505.1

STRUCTURAL ENGINEER

PSM CONSULTING ENGINEERS 2200 6TH AVE, #601

SEATTLE, WA 98121

CONTACT: DAVID STUBBS, PETER BROWN PHONE: (206) 622-4580

[email protected] [email protected] STRUCTURAL DRAWINGS

S2.1 ROOF FRAMING SECTIONS S3.0 ROOF WIND UPLIFT PLAN

REVISIONS

# DATE

PROJECT # 207562

(2)

PL 150'

PL 100'

PL 150'

PL 246.84'

PL 651.52'

PL 177.25'

PL 478.42"

NOT IN CONTRACT

52' - 0"

37' - 0"

32' - 0"

16' - 0"

NOT IN CONTRACT

25' - 6" 44' - 5"

19' - 1 3/4"21' - 6"11' - 0"

33' - 0" 17' - 10"

6' - 8"

40' - 0"

25' - 0"

25TH AVE NE

NE 47TH ST

CL

CL 25TH AVE NE NE 47TH ST

4659 25TH AVE NE, SEATTLE, WA 98105 EXISTING CONSTRUCTION

(GREY LINES)

GRAPHIC LEGEND

PROPERTY LINE

AREA OF ROOF WORK

ROOF AREA OF NO WORK (NOT IN CONTRACT)

PROPOSED STAGING AREA EXISTING FENCE

PRIMARY ENTRENCE / EXIT

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A-0.0 UW FLEET SERVICES BUILDING ROOF REPLACEMENT

MAT SMS

SITE PLAN

Author

SITE PLAN 1

SITE AND BUILDING DATA

BUILDING NAME: UW FLEET SERVICES BUILDING

SITE ADDRESS: 4659 25TH AVE NE, SEATTLE, WA 98105

ASSESSOR'S PARCEL NO: 0925049083

LEGAL DESCRIPTION:

POR OF S 1/2 OF SE 1/4 OF SW 1/4 LY ELY OF PIPE LN R/W COND ORD #56125 LESS POR FOR NE 45TH ST

OWNER

UNIVERSITY OF WASHINGTON UNIVERSITY FACILITIES BUILDING BOX 352205

SEATTLE, WA 98195-2205

CONTACT: STEVER R. HARRISON, PROJECT MANAGER

PHONE (425) 691-9309 [email protected]

GENERAL SITE STAGING NOTES

1. THIS SITE STAGING PLAN REFERENCES CONSTRUCTION STAGING REQUIREMENTS. REFER TO PLANS AND ELEVATIONS FOR ADDITIONAL INFORMATION FOR CONTRACT & PROJECT REQUIREMENTS.

2. PUBLIC RIGHT OF WAYS, FIRE LANES AND ASSOCIATED EMERGENCY ACCESS SHALL BE MAINTAINED AT ALL TIMES THROUGHOUT CONSTRUCTION.

3. COORDINATION AND SEQUENCING OF WORK IS THE RESPONSIBILITY OF THE CONTRACTOR WITHIN THE FRAMEWORK OF THE CONTRACT SCOPE AND STAGING REQUIREMENTS AS WELL AS THE CITY OF SEATTLE DEVELOPMENT STANDARDS.

4. PROVIDE TEMPORARY CONSTRUCTION FENCE SURROUNDING PERIMETER OF STAGING AREA.

5. LOCATION OF CONTRACTOR TRAILER(S) AND DUMPSTER(S) WITHIN THE STAGING AREA SHALL BE COORDINATED WITH OWNER.

6. PROPOSED STAGING AREAS SHALL BE THOROUGHLY CLEAN AND FENCED. CONTRACTOR TO REPAIR AND REINSTALL DAMAGED ASPHALT SURFACES TO ORIGINAL PRE-

CONSTRUCTION CONDITION AFTER COMPLETION OF WORK.

NO TRACTORS.

7. COORDINATE ACCESS WITH OWNER SO THAT BUILDING ACCESS IS MAINTAINED FOR OCCUPANTS THROUGHOUT CONSTRUCTION.

N

REVISIONS

# DATE

(3)

ITEMS TO BE DEMOLISHED EXISTING CONSTRUCTION

DEMO GRAPHIC LEGEND

KEYNOTE DX

VTR REMOVE (E) ROOF MEMBRANE AROUND (E) VENT THROUGH ROOF

X X.X

PHOTOGRAPH REFERENCE, SEE PHOTO REFERENCE SHEET

EXISTING MECHANICAL UNIT. REMOVE AND STORE FOR RE-INSTALLATION

A B C D E

2

1

55' - 3"

22' - 0" 24' - 10 1/4" 25' - 2" 25' - 0"

97' - 0 1/4"

VTR

DS DS

(E) STAIR STRUCTURE NOT IN CONTRACT

D1 D1 D1 D1 D1 D1 D1 D1

D1 D1

D2

D1

D8 D8

D8

D5 D5

D4 D4

D3

2' - 0" 4' - 4"

4 AD-4.0

1 AD-4.0

3 AD-4.0 2

AD-4.0

1 1/2:12 SLOPE1 1/2:12 SLOPE

5 AD-4.0

TYP.

D7

D9 D9 D8

D10

6 AD-4.0

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207562

UW FLEET SERVICES BUILDING ROOF REPLACEMENT

MAT SMS

ROOF DEMO PLAN

Author

1/4" = 1'-0" N

1 ROOF DEMO PLAN

DEMO KEYNOTE LEGEND

D1 REMOVE (E) SKYLIGHT GLAZING &

PROTECTION SCREENS.

D2 DEMO (E) GUTTERS AND DOWNSPOUTS.

D3 TEMPORARILY REMOVE AND STORE (E) ROOF TOP EXHAUST VENT FOR

RE-INSTALLATION. REPLACE CORRODED SECTIONS OF DUCTWORK.

D4 TEMPORARILY DISCONNECT (E) MECHANICAL UNIT. REPLACE

CORRODED SECTIONS OF DUCTWORK.

D5 RELOCATE (E) VENT TO RIDGE.

D7 REMOVE (E) ANETNNA AND COORDINATE WITH OWNER FOR REINSTALLATION.

D8 DEMO (E) UNUSED ROOF VENT.

D9 (E) ANTENNA TO REMAIN DEMO (E)

LOOSE WIRE THRU ROOF AND REPLACE WITH WIRE IN CONDUIT.

D10 DEMO (E) ROOF ACCESS HATCH.

REVISIONS

# DATE

(4)

(E) STEEL PURLIN (E) STEEL ROOFING

TO REMAIN

(E) DRIP EDGE TO REMAIN

DEMO (E) GUTTERS

(E) STEEL SIDING

(E) WALL FRAMING

(E) BATT INSULATION BETWEEN PURLINS

(E) BATT INSULATION (E) STEEL PURLIN (E) STEEL ROOFING

TO REMAIN (E) BATT INSULATION

BETWEEN PURLINS, TYP.

(E) WALL FRAMING

(E) STEEL ROOFING TO REMAIN

(E) METAL SIDING (E) RAKE FLASHING TO REMAIN

(E) BATT INS.

(E) PARAPET FRAMING

DETACH (E) STEEL SIDING ENOUGH TO INSTALL NEW COUNTER FLASHING

(E) STEEL ROOFING TO REMAIN

(E) COUNTER FLASHING TO REMAIN

(E) BATT INS.

(E) STEEL SIDING

CUT OUT (E) METAL PANELS AS NECESSARY TO INSTALL NEW COUNTER FLASHING

3" ±

(E) STEEL ROOFING

(E) BATT INS.

(E) SKYLIGHT

DEMO (E) CORRUGATED

SKYLIGHT PANAL AND SEALANT

(E) WALL FRAMING

(E) STEEL PURLIN

(E) EAST FASCIA OVERHANG FRAMING

(E) STEEL SIDING

(E) STEEL SOFFIT

(E) METAL TRIM (E) STEEL SIDING

(E) STAINLESS STEEL GUTTER

(E) STEEL ROOFING TEMPORARILY REMOVE (E) SIDING AS NEEDED

TO INSTALL NEW S.S. GUTTER LINER

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AD-4.0 UW FLEET SERVICES BUILDING ROOF REPLACEMENT

MAT SMS

DEMO DETAILS

Author

WEST EAVE - DEMO

1 TYPICAL RIDGE - DEMO

2 TYPICAL RAKE - DEMO 4

NORTH PARAPET SECTION - DEMO 3

SKYLIGHT - DEMO 5

REVISIONS

# DATE

EAST FASCIA SECTION - DEMO

6

(5)

A B C D E

2

1

55' - 3"

22' - 0" 24' - 10 1/4" 25' - 2" 25' - 0"

97' - 0 1/4"

VTR 5

A-4.0

3 A-4.0

1 A-4.0

4 A-4.0 2

A-4.0

DS DS

DS

DS 1 2

1 2

4' - 4"

2' - 0"

1' - 8"

(E) STAIR STRUCTURE NOT IN CONTRACT 77

7 4

5

1 1/2:12 SLOPE1 1/2:12 SLOPE

103' - 4 1/4"

GUARDRAIL

A-4.1 5 A-4.1

5 SIM

7 A-4.0 8

A-4.0 TYP.

A-4.0 9

2 A-4.1

EXP A-4.1

6

6 A-4.0 1 TYP.

A-4.2 4

2 A-4.2

A-4.2 7 6

EXP DS A-4.1

6

EXP A-4.1

6

DS A-4.2

4

7 A-4.0

SIM

88 A-4.2

4

A-4.24 A-4.2

4 SIM A-4.2

8 7

44 77

6 A-4.2

5 A-4.2

9 7 TYP.

10

A-4.1 1

TYP.

A-4.13 TYP.

SIM

NEW WORK

EXISTING CONSTRUCTION

ROOF GRAPHIC LEGEND

INSTALL STANDING SEAM METAL ROOFING SYSTEM

KEYNOTE X

DS DOWNSPOUT

GUTTER EXPANSION JOINT EXP

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A-1.0

207562

UW FLEET SERVICES BUILDING ROOF REPLACEMENT

MAT SMS

ROOF PLAN

Author

N

1/4" = 1'-0"

1 ROOF PLAN

KEYNOTE LEGEND

1 INSTALL MECHANICALLY ATTACHED ZEE METAL FURRING OVER (E) METAL ROOFING.

2 INSTALL NEW STANDING SEAM ROOFING.

4 INSTALL S.S. FLASHING CAP &

REINSTALL (E) ROOF TOP EXHAUST VENT. REPLACE CORRODED

SECTIONS OF DUCTWORK.

5 REINSTALL (E) MECHANICAL UNIT.

REPLACE CORRODED SECTIONS OF DUCTWORK.

6 REINSTALL (E) ANTENNA, ROUTE WIRE THROUGH NEW CONDUIT

WEATHERHEAD INSTALLED ADJACENT TO ANTENNA.

7 INFILL HOLE(S) IN (E) ROOF LEFT BY REMOVAL OR RELOCATION OF (E) ROOF VENTS & SKYLIGHTS WITH EXISTING PROFILE CORRUGATED METAL PANEL PATCHES.

8 INSTALL CONDUIT AND WIRE FOR (E) ANTENNA.

9 INSTALL NEW ROOF ACCESS HATCH.

10 TEMPORARILY DETACH (E)

ELECTRICAL CONDUIT ATTACHMENT TO RAKE TO ALLOW INSTALLATION OF NEW RAKE FLASHING.

REVISIONS

# DATE

(6)

A B C D E

2

1

OFFICE SPACE NOT IN SCOPE

22' - 0" 24' - 10 1/4" 25' - 2" 25' - 0"

55' - 3"

8 A-4.0

TYP.

2 A-4.1

TYP.

3' - 7 1/2"3' - 0"5' - 0"5' - 0"5' - 0"5' - 0"2' - 0"5' - 0"5' - 0"5' - 0"5' - 0"3' - 0"3' - 7 1/2"

NEW WORK

EXISTING CONSTRUCTION

ROOF GRAPHIC LEGEND

KEYNOTE X

NEW REPLACEMENT LIGHT FIXTURE, L-1 SEE SPECIFICATIONS SECTION 26 51 00

NEW POLYETHYLENE VAPOR BARRIER FACED METAL BUILDING INSULATION, 3 1/2" THICK.

EXISTING PURLIN EXISTING BEAM

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A-1.1 UW FLEET SERVICES BUILDING ROOF REPLACEMENT

MAT SMS

REFLECTED CEILING

PLAN

Author

REFLECTED CEILING PLAN N

1

REVISIONS

# DATE

(7)

(E) WALL FRAMING

(E) STEEL PURLIN

(E) EAST FASCIA OVERHANG FRAMING

(E) STEEL SIDING

(E) STEEL SOFFIT

(E) METAL TRIM DETACH (E) STEEL SIDING AT BOTTOM ENOUGH TO INSTALL DRIP EDGE FLASHING BEHIND

(E) SHEET METAL GUTTER

(E) STEEL ROOFING STEEL ZEE FURRING INSTALLED AT PURLINS AND EAVES

F.F. GSM DRIP EDGE SS GUTTER SLEEVE INSIDE (E) GUTTER W/ NEW SS OUTLETS TO (E) DOWNSPOUTS

F.F. GSM FLASHING STANDING SEAM ROOFING

JOGGLE CLEAT

MINERAL WOOL INSULATION BETWEEN (E) ROOFING AND STANDING SEAM ROOFING

(E) BALL INS.

(E) DOWNSPOUT / DRAINLINE

(E) STEEL PURLIN (E) STEEL ROOFING STEEL ZEE FURRING INSTALLED AT PURLINS AND EAVES

STANDING SEAM ROOFING JOGGLE CLEAT

F.F. GSM DRIP EDGE

F.F. GSM 6K GUTTER

(E) STEEL SIDING

(E) WALL FRAMING

(E) BATT INSULATION

GUARD RAIL SYSTEM

6"

4 5/8"

3" DOWNSPOUT W/

STRAP TIES @ 5' O.C.

ELBOW AWAY FROM BUILDING AT DOWNSPOUT BOTTOM (NOT SHOWN)

(E) STEEL PURLIN (E) STEEL ROOFING STEEL ZEE FURRING INSTALLED

AT PURLINS AND EAVES STANDING SEAM ROOFING

1/8" RIVITS @ 12" O.C.

3/16" X 7/8" CONT.

BUTYL TAPE

NON-SKINNING BUTYL SEALANT AT ENDS, ON ZEE ENCLOSURE, FILL ALL GAPS

F.F. GSM RIDGE CAP FOAM ENCLOSURE

(E) BATT INSULATION BETWEEN PURLINS, TYP.

8" 8"

DETACH (E) STEEL SIDING AT BOTTOM ENOUGH TO INSTALL COUNTER FLASHING BEHIND

(E) STEEL ROOFING F.F. GSM COUNTER FLASHING

STANDING SEAM ROOFING ZEE FURRING INSTALLED AT PURLINS & EAVES 24 GA GSM CLOSURE

FLASHING

(2) BEADS BUTYL SEALANT

(E) BATT INS.

(E) STEEL SIDING (E) PARAPET FRAMING

(E) WALL FRAMING

(E) STEEL ROOFING F.F. GSM RAKE FLASHING

FLASHING

(E) METAL SIDING (E) RAKE FLASHING

(E) BATT INS.

GUARD RAIL BEYOND

A-4.1 3

GUARD RAIL DETAIL

(E) PRE-MANUF INSULATED METAL CURBS

(E) STEEL ROOFING STEEL ZEE FURRING INSTALLED AT PURLINS AND AROUND CURBS STANDING SEAM ROOFING

(E) MECHANICAL UNIT S.S. CRICKET

F.F. GSM FLASHING

STANDING SEAM ROOFING 3/16" X 7/8" CONT.

BUTYL TAPE

NON-SKINNING BUTYL SEALANT AT ENDS, FILL ALL GAPS GSM CLEAT

ZEE ENCLOSURE 3/16" X 7/8" CONT.

BUTYL TAPE A-4.15 SIM.

(E) BATT INS.

(E) BATT INSULATION (E) PURLIN

(E) BEAM AT MECH CURB

(E) BEAM AT MECH CURB JOGGLE CLEAT

SELF ADHERED MEMBRANE AROUND ALL 4 SIDES

F.F. GSM COUNTERFLASHING AROUND ALL 4 SIDES

BUTYL SEALANT

(E) STEEL ROOFING F.F. GSM COUNTER FLASHING

FLASHING

(E) BATT INS.

(E) PRE-MANUF MECHANICAL CURB OR NEW ROOF HATCH DEPENDING ON LOCATION,

(E) STRUCTURE

(E) STEEL ROOFING STANDING SEAM ROOFING ZEE FURRING INSTALLED AT PURLINS & EAVES MINERAL WOOL INSULATION BETWEEN (E) ROOFING AND STANDING SEAM ROOFING

(E) BATT INS.

INFILL SKYLIGHT

INFILL EXISTING OPENINGS W/

CORRUGATED METAL PANELS MATCHING ORGINAL PROFILE.

SET INFILL PANELS IN BUTYL SEALANT

INSULATION INFILL, MECHANICALLY ATTACHED AT PURLINS, TAPED TO EXISTING INSULATION AT OTHER SIDES 2'-10"

APPROX.

18GA x 2" GUTTER STRAPS

@ 30-INCHES O.C.

10" WIDE F.F. GSM COVER PLATE

F.F. GSM EXPANSION JOINT COVER, FIRMLY ATTACH COVER PLATE.

ALLOW FOR FREE GUTTER MOVEMENT

GUTTER EXPANSION JOINT SECTION GUTTER ENDS-BEND & FASTEN

W/ S.S. RIVETS W/ SEALANT TAPE IN JOINT

NOTCH DRIP EDGE FLASHING AT GUTTER STRAPS

F.F. GSM 3" DIAM. OUTLET & DOWNSPOUT, TYP.

DOWNSPOUT STRAINER

A

DRAWN

ML

4659 25TH AVE NE, SEATTLE, WA 98105

A-4.0

207562

UW FLEET SERVICES BUILDING ROOF REPLACEMENT

MAT SMS

DETAILS

SDL

AD1-A3 1 1/2" = 1'-0"

1 EAST FASCIA SECTION

1 1/2" = 1'-0"

2 WEST EAVE

1 1/2" = 1'-0"

3 TYPICAL RIDGE

1 1/2" = 1'-0"

4 NORTH PARAPET SECTION

1 1/2" = 1'-0"

5 TYPICAL RAKE

MECHANICAL CURB 6

1 1/2" = 1'-0"

7 SIDE FLASHING AT CURB

1 1/2" = 1'-0"

8 SKYLIGHT INFILL AT SIDES

WEST GUTTER DETAIL 9

REVISIONS

# DATE

(8)

(E) STEEL PURLIN

(E) STEEL ROOF (E) STEEL PURLIN ROOF HUGGER STEEL ZEE FURRING INSTALLED ON (E) ROOFING ABOVE (E) PURLINS

ROOF HUGGER STEEL ZEE FURRING INSTALLED

MIDPOINT BETWEEN (E) PURLINS

STANDING SEAM ROOFING NEW ROOF HATCH

STAINLESS STEEL CRICKET SADDLE FLASHING W/ SOLDERED SEAMS INSTALLED ON TOP OF ZEE FURRING AND BELOW STANDING SEAM ROOFING

RUN DOWNSLOPE STANDING SEAM ROOFING 6" UP UNDER DOWNSLOPE END OF SADDLE.

LAP UPSLOPE STANDING SEAM ROOFING OVER SADDLE, SEAL WITH BUTYL SEALANT F.F. GFSM FLASHING

(E) BATT INS. BETWEEN PURLINS

7 A-4.0 6 A-4.0

4'-0" MIN

SELF ADHERED MEMBRANE, SHINGLE OVER DOWNSLOPE MEMBRANE

F.F. GSM COUNTER FLASHING ON ALL 4 SIDES OF CURB (NOT ALL SWOWN FOR CLARITY) BUTYL SEALANT

STEEL ZEE FURRING INSTALLED AT PURLINS AND EAVES

STANDING SEAM ROOFING

(E) BATT INSULATION BETWEEN PURLINS (E) METAL ROOFING

METAL ROOF PANEL(S) AT SKYLIGHT INFILL (E) PURLIN

INSULATION INFILL, MECHANICALLY ATTACHED AT PURLINS, TAPED TO EXISTING INSULATION AT OTHER SIDES

(E) GUTTER STAINLESS STEEL GUTTER LINER

F.F. GSM EXPANSION JOINT COVER.

FIRMLY ATTACH COVER PLATE

ALLOW FOR FREE GUTTER MOVEMENT

A A

GUTTER EXPANSION JOINT SECTION GUTTER ENDS-BEND & FASTEN

W/ S.S. RIVETS W/ SEALANT TAPE IN JOINT

A

F.F. GSM FLASHING

TEMPORALLY DETACH (E) WALL PANELS AT BOTTOM AS NECESSARY TO INSTALL NEW F.F. GSM FLASHING OVER NEW S.S. GUTTER LINER AND UNDER (E) WALL PANELS

(E) WALL

(E) FRAMING (E) WALL

(E) BATT INS.

(E) STEEL PURLIN (E) STEEL ROOFING STEEL ZEE

FURRING

MINERAL WOOL INSULATION BETWEEN (E) ROOFING AND STANDING SEAM ROOFING STANDING SEAM ROOFING

3/16" X 7/8" CONT.

BUTYL TAPE

NON-SKINNING BUTYL SEALANT AT ENDS, ON ZEE ENCLOSURES TYPICAL, FILL ALL GAPS

1/8" RIVITS @ 12" O.C.

F.F. GSM RIDGE CAP

FOAM ENCLOSURE (NOT SHOWN FOR CLARITY)

(E) METAL PANEL SIDING (E) PARAPET WALL

F.F. GSM FLASHING

A-4.0 4

A-4.0 3

(E) BATT INS. BETWEEN PURLINS

STAINLESS STEEL SADDLE FLASHING W/ SOLDERED SEAMS STANDING SEAM ROOFING

(E) BATT INS.

SRC ACCU-FIT STANDING SEAM SAFETY RAIL SYSTEM

37"

19"

17"

BASE CLAMPS TO STANDING SEAMS @ 10' O.C. OR LESS

(E) STEEL ROOFING

ZEE FURRING

MINERAL WEOOL INS.

16" STANDING SEAM ROOFING

(E) BATT INS.

SRC ACCU-FIT STANDING SEAM SAFETY RAIL SYSTEM

BASE CLAMPS TO STANDING SEAMS @ 10' O.C. OR LESS

(E) STEEL ROOFING

ZEE FURRING

MINERAL WEOOL INS.

16"

37"

19"

17"

DRAWN

ML

4659 25TH AVE NE, SEATTLE, WA 98105

M:\UW\UW Master Agreement 2019\1903.4 UW Fleet Services Bldg. Reroof\REVIT\Fleet Services Building.rvt16/2021 9:55:54 AM

A-4.1

207562

UW FLEET SERVICES BUILDING ROOF REPLACEMENT

MAT SMS

DETAILS

SDL

5 FLASHING AT ROOF HATCH - ISO

1 1/2" = 1'-0"

2 SKYLIGHT INFILL AT END

6 EAST GUTTER DETAIL

1 1/2" = 1'-0"

4 RIDGE TO PARAPET - ISO

REVISIONS

# DATE

GUARD RAIL ATTACHMENT AT EAVE

1 GUARD RAIL ATTACHMENT AT RAKE

3

(9)

(E) STEEL ROOFING STANDING SEAM ROOFING ZEE FURRING INSTALLED AT PURLINS & EAVES MINERAL WOOL INSULATION BETWEEN (E) ROOFING AND STANDING SEAM ROOFING GSM ZEE

SS CAP FLASHING SPANNING 1 OR 2 STANDING SEAMS DEPENDING ON LOCATION

FASTENED @ 12" O.C.

(E) OR NEW VENT THROUGH ROOF, DEPENDING ON LOCATION

BACKER ROD & SEALANT AROUND ENTIRE DUCT

FASTENED @ 12" O.C.

S.S. COMPRESSION BAND CLAMP & STORM COLLAR SEALANT AROUND ENTIRE DUCT

(E) STEEL PURLIN (E) STEEL ROOFING

GSM ZEE FURRING INSTALLED AT PURLINS AND EAVES

S.S. CAP FLASHING

STANDING SEAM ROOFING 3/16" X 7/8" CONT. BUTYL TAPE

NON-SKINNING BUTYL SEALANT AT ENDS OF GSM ZEE CLOSURE, FILL ALL GAPS

GSM CLEAT (E) EXHAUST BLOWER

3/16" X 7/8" CONT. BUTYL TAPE

(E) STEEL ROOFING

(E) BATT INSULATION STANDING SEAM ROOFING 3/16" X 7/8" CONT.

BUTYL TAPE

NON-SKINNING BUTYL SEALANT AT ENDS, FILL ALL GAPS GSM CLEAT

ZEE ENCLOSURE

(E) GUTTER STAINLESS STEEL GUTTER LINER F.F. GSM FLASHING

TEMPORALLY DETACH (E) WALL PANELS AT BOTTOM AS NECESSARY TO INSTALL S.S. CORNER SADDLE & F.F. GSM FLASHING OVER NEW S.S. GUTTER LINER AND

UNDER (E) WALL PANELS

(E) WALL

(E) FRAMING (E) WALL

(E) BATT INS.

(E) GUTTER ENDS APPROX. 12"

INSIDE CORNER S.S. CORNER SADDLE, FULLY SOLDERED W/

DRIP EDGE AT GUTTER

A-4.0 4

(E) STEEL ROOFING STANDING SEAM ROOFING ZEE FURRING INSTALLED AT PURLINS & EAVES MINERAL WOOL INSULATION BETWEEN (E) ROOFING AND STANDING SEAM ROOFING

(E) BATT INS.

(E) VENT PIPE OR CONDUIT

ROOF PIPE BOOT (DEKTITE OR EQUAL)

GASKETED FASTENERS SEALANT

S.S.HOSE CLAMP

S.S. COMPRESSION BAND CLAMP & STORM COLLAR

(E) STEEL PURLIN (E) STEEL ROOFING STEEL ZEE

FURRING

3 A-4.2 1

A-4.2

A-4.0 3

1 A-4.2

2 A-4.2 REINSTALL (E) EXHAUST BLOWER (SHOWN DASHED IN FOR CLARITY)

REPLACE CORRODED SECTIONS OF DUCTWORK

S.S. COMPRESSION BAND CLAMP & STORM COLLAR REINSTALL

(E) VENT HOOD

S.S. CAP FLASHING

S.S. CAP FLASHING REINSTALL (E) SPRING LOADED

MOUNTING BRACKETS

S.S. SADDLE FLASHINGS INSTALLED UNDER S.S. CAP FLASHING &

RIDGE FLASHING & OVER F.F. GSM END FLASHINGS. BUTYL SEALANT BETWEEN SADDLE, CAP FLASHING, AND END FLASHINGS

F.F. GSM END FLASHING S.S. SADDLE FLASHINGS INSTALLED

UNDER S.S. CAP FLASHING &

RIDGE FLASHING & OVER F.F. GSM END FLASHINGS. BUTYL SEALANT BETWEEN SADDLE, CAP FLASHING, AND END FLASHINGS

RIDGE CAP FLASHING DASHED IN FOR CLAIRITY IN VIEWING FLASHING UNDER GSM ZEE CLOSURES

AT ALL 4 CORNERS UNDER CAP FLASHING.

3/16" X 7/8" CONT. BUTYL TAPE AT TOP AND BOTTOM OF ZEE. NON-SKINNING BUTYL SEALANT AT ENDS

(E) STEEL ROOFING STANDING SEAM ROOFING ZEE FURRING INSTALLED AT PURLINS & EAVES MINERAL WOOL INSULATION BETWEEN (E) ROOFING AND STANDING SEAM ROOFING GSM ZEE

SS CAP FLASHING SPANNING 1 OR 2 STANDING SEAMS DEPENDING ON LOCATION

FASTENED @ 12" O.C.

VENT COVER

BACKER ROD & SEALANT AROUND ENTIRE DUCT

FASTENED @ 12" O.C.

RELOCATED EXHAUST VENT (ONE OF (2) VENTS SHOWN) EXTEND RIDGE CAP UNDER CAP FLASHING AT EACH SIDE BUTYL SEALANT BETWEEN RIDGE & CAP FLASHING

FLASHING DRIP EDGE BEYOND, REMOVE DRIP EDGE AT RIDGE TO ALLOW RIDGE FLASHING TO EXTEND UNDER CAP FLASHING

(E) STEEL PURLIN

(E) STEEL ROOFING STEEL ZEE FURRING INSTALLED

AT PURLINS AND EAVES STANDING SEAM ROOFING 1/8" RIVITS @ 12" O.C.

3/16" X 7/8" CONT.

BUTYL TAPE

NON-SKINNING BUTYL SEALANT AT ENDS, ON ZEE ENCLOSURE, FILL ALL GAPS

F.F. GSM RIDGE CAP UNDER S.S. CAP FLASHING

MINERAL WOOL INSULATION BETWEEN (E) ROOFING AND STANDING SEAM ROOFING GSM CLEAT

S.S. CAP FLASHING

BUTYL SEALANT BETWEEN RIDGE AND CAP FLASHINGS EXHAUST VENT BEYOND

GSM ZEE CLOSURES AT ALL 4 OPEN ENDS OF CAP FLASHING W/ BUTYL SEALANT AT ENDS AND BUTYL TAPE BETWEEN ZEE AND STANDING SEAM ROOFING

DRAWN

ML

4659 25TH AVE NE, SEATTLE, WA 98105

A-4.2

207562

UW FLEET SERVICES BUILDING ROOF REPLACEMENT

MAT SMS

DETAILS

Author

AD1-A4

REVISIONS

# DATE

1 1/2" = 1'-0"

1 CAP FLASHING TO SEAM

1 1/2" = 1'-0"

2 EXHAUST BLOWER AT RIDGE

1 1/2" = 1'-0"

3 CAP FLASHING TO SEAM - BOTTOM

1 1/2" = 1'-0"

7 NE PARAPET CORNER AT GUTTER

1 1/2" = 1'-0"

4 TYPICAL VENT PIPE THRU ROOF

1 1/2" = 1'-0"

8 EXHAUST FAN FLASHING - ISO

1 1/2" = 1'-0"

6 CAP FLASHING TO RIDGE FLASHING

1 1/2" = 1'-0"

5 CAP FLASHING AT RIDGE

(10)

(N) ROOF PANEL

REMOVE (E) ROOF PANEL AS REQD

#10-16 DP3 AT EACH ROOF HUGGER

(E) ROOF PURLINS RIDGE FLASHING

HIP CLOSURE (N) 4 x 2 SUPPORT ANGLE

(N) ROOF HUGGER

1/4 -14 DP3 FASTENER (E) ROOF PANEL

12-14 WEATHERGUARD TEK/3 SELF-DRILLER W/WASHER

(N) ROOF PANEL

(N) 16 GA ROOF HUGGER MEMBER PER MFR

CUT AND REMOVE (E) ROOF PANEL OVERHANG AS REQUIRED

OPTIONAL EAVE FLASHING (BY OTHERS)

(E) WALL PANEL

(E) EAVE PURLIN 12-14 TEK/3 SELF-DRILLER

W/O WASHER (E) ROOF PANEL

GUARDRAIL LOCATION FIELD DETERMINE

(E) ROOF PANEL

(E) PURLIN 12-14 TEK/3 SELF-DRILLER

W/O WASHER

ROOF HUGGER MEMBER (N) STANDING SEAM DECK OVER ROOF HUGGER FRAMING

NOTE:

UPPER AND LOWER PANELS RIBS DO NOT NEED TO ALIGN

0' - 5"

0' - 5" 7"

(E) ROOF PANEL

(N) ROOF PANEL

ROOF HUGGER MEMBER

12-14 TEK/3 SELF-DRILLER W/O WASHER

(E) PURLIN

P S M C O N S U LT IN G E N G IN E E R S , IN C . 2 2 0 0 S IX T H A V E N U E , S U IT E 6 0 1 S E A T T L E , W A 9 8 1 2 1 P : 2 0 6 .6 2 2 .4 5 8 0 w w w .p sm -e n g in e e rs. c o m

PSM

REVISION DATE

JOB No.

DWN BY:

CHKD BY:

DATE:

SHEET No.

S H E E T C O N T E N T S :

S2.1

08/13/2021 PSM

PSM 21070

R O O F F R A M IN G S E C T IO N S

U n iv e rs it y o f W a s h in g to n F le e t S e rv ic e s R o o f R e p la c e m e n t 4 6 5 9 2 5 th A v e N E , S e a tt le , W A 9 8 1 0 5 3" = 1'-0"

D SECTION AT RIDGE 3" = 1'-0"

A SECTION AT EAVE

3" = 1'-0"

B SECTION PERPENDICULAR TO PURLIN

3" = 1'-0"

C SECTION PARALLEL TO PURLIN

(11)

A B C D E

2

1

(TYP)

18' - 0"

1 2 3

3

(TYP)

6' - 0"

(TYP) 18' - 0"

2

2 BUILDING WIND FORCES

2 3

2

2 2

5

4

5 5

4

5 1'

END ZONE OCCURS AT

BUILDING EDGES, ROOF EDGES AND RIDGES

3

3 a= PER SCHED

3

1

GROSS OR NET ZONE DESCRIPTION

TRIB = 10 SF TRIB = 20 SF

26.97

35.57

48.48 FORCE (PSF)

TRIB = 50 SF TRIB = 100 SF TRIB = 200 SF TRIB = 500 SF

25.19

33.29

43.91

22.84

30.26

37.86

21.06

33.29

WIND FORCES CLADDING "SD LOAD FORCE LEVEL"

FORCE (PSF) FORCE (PSF) FORCE (PSF) FORCE (PSF) FORCE (PSF)

21.97

19.28

28.71 25.69

16.93

22.66

2 ROOF EDGE

3 ROOF CORNER

GROSS

1 ROOF INTERIOR GROSS

TRIB = 1000 SF

FORCE (PSF)

16.93

22.66

a = 5.5 ft

P S M C O N S U LT IN G E N G IN E E R S , IN C . 2 2 0 0 S IX T H A V E N U E , S U IT E 6 0 1 S E A T T L E , W A 9 8 1 2 1 P : 2 0 6 .6 2 2 .4 5 8 0 w w w .p sm -e n g in e e rs. c o m

PSM

REVISION DATE

JOB No.

DWN BY:

CHKD BY:

DATE:

SHEET No.

S H E E T C O N T E N T S :

S3.0

08/13/2021 PSM

PSM 21070

R O O F W IN D U P L IF T P L A N

U n iv e rs it y o f W a s h in g to n F le e t S e rv ic e s R o o f R e p la c e m e n t 4 6 5 9 2 5 th A v e N E , S e a tt le , W A 9 8 1 0 5 1/8" = 1'-0"