PW2025-028_Central_W_HQ_Re-Roof_Construction_Drawings_-_signed.pdf

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275.96' PROPERTY LINE

PROPERTY LINE 429.25'

(E) STOR. SHEDS

6.0

0'

429.25'

4.6

0'

157.98'

WEST HOWE STREET

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CONTRACTOR'S LAY-DOWN,

STAGING AREA, AND ROOF

LOADING LOCATION.

COORDINATE WITH PROJECT

ENGINEER.

CONTRACTOR - MAINTAIN CLEAR

EGRESS PATH FROM BUILDING

DEVELOPMENT IMPACT AREA

IS LIMITED TO ROOF AREA,

LAY-DOWN, STORAGE AND

STAGING AREA

CENTRAL WEST

HEADQUARTERS

BARREL VAULT

+10'-0" ABOVE GRADE

+15'-3" ABOVE GRADE

+15'-3" ABOVE GRADE

SHEET INDEXGENERAL NOTESSITE PLAN

Central West Headquarters Re-Roof

Administering Department:

City of Seattle Department of Parks and Recreation, Planning & Development Division

300 Elliott Avenue West, Suite 100, Seattle, WA 98119 Project Manager: Ray Gontarz 206-584-7034

Owner:

City of Seattle Department of Finance & Administrative Services, Purchasing & Contracting

1. ALL WORK SHALL CONFORM TO THE 2026 OR THE LATEST EDITION OF THE CITY OF SEATTLE STANDARD SPECIFICATIONS AND PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION AND

ALL APPLICABLE CODES AND REGULATIONS.

2. A COPY OF THE APPROVED CONTRACT DOCUMENTS SHALL BE ON SITE WHENEVER

CONSTRUCTION IS IN PROGRESS.

3. ALL UTILITIES SHOWN HAVE BEEN ESTABLISHED BY FIELD OBSERVATION OR AVAILABLE RECORDS AND SHOULD BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT

SHOWN ON THE PLAN WHICH MAY BE AFFECTED BY CONSTRUCTION.

4. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN SEDIMENTATION CONTROL AND COLLECTION FACILITIES TO PREVENT ERODED SOILS FROM ENTERING THE PUBLIC DRAINAGE SYSTEM DURING

EXECUTION OF THE CONTRACT.

5. KEEP ALL WALKWAYS CLEAR AND FREE OF DEBRIS. PAVED SURFACES THAT ARE DAMAGED

DURING CONSTRUCTION SHALL BE REPAIRED TO THE SATISFACTION OF THE ENGINEER.

6. STORAGE OF MATERIALS AND EQUIPMENT WILL BE ALLOWED ONLY IN AREAS DESIGNATED FOR

CONSTRUCTION OR STAGING. STAGING AND STORAGE AREAS TO BE VERIFIED WITH ENGINEER

PRIOR TO START OF WORK.

7. ALL FACILITIES SCHEDULED TO REMAIN THAT ARE DAMAGED DURING THE COURSE OF EXECUTION

OF THE WORK SHALL BE REPLACED BY THE CONTRACTOR TO THE ENGINEERS SPECIFICATIONS.

THESE FACILITIES MAY INCLUDE ASPHALT AND CONCRETE PAVING, BENCHES, RAILINGS,

IRRIGATION, VEGETATION, FENCING, BUILDING AND VARIOUS UTILITIES.

8. ALL WORK TO BE PERFORMED IN COMPLIANCE WITH ALL APPLICABLE CODES, LAWS AND

REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION OVER THE WORK.

9. 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 ENGINEER AND THE ARCHITECT IMMEDIATELY.

10. 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 ALL

KNOWN CONDITIONS, BUT IT IS ANTICIPATED THAT HIDDEN CONDITIONS WILL BE ENCOUNTERED

DURING CONSTRUCTION. THE ARCHITECT WILL OBSERVE ALL SUCH HIDDEN CONDITIONS AND

THE ENGINEER WILL ISSUE CLARIFICATIONS OR MODIFICATIONS OF THE DESIGN TO ADDRESS

SUCH CONDITIONS AND WILL DOCUMENT ALL CHANGES.

11. UNLESS OTHERWISE NOTED, ALL ANGLES 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.

12. DETAILED AND/OR LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER GENERAL AND SMALLER

SCALE DRAWINGS. CONTRACTOR TO USE DIMENSIONS SHOWN AND NOT TO SCALE DRAWINGS.

13. 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.

14. 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.

15. CONTRACTOR TO COORDINATE ALL OPERATIONS WITH THE ENGINEER, INCLUDING: SITE ACCESS, MATERIALS STORAGE AND STAGING, INTERRUPTION OF ELECTRICAL, MECHANICAL, FIRE-ALARM, LOW-VOLTAGE SERVICES AND TIMING OF NOISY OR DISRUPTIVE OPERATIONS. CONTRACTOR TO

VERIFY SEQUENCE OF WORK WITH THE ENGINEER.

16. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING DUST BARRIERS AT ALL INTERIOR WORK

LOCATIONS AND DURING ALL PHASES OF THE WORK.

17. PATCH AND REPAIR ALL LOCATIONS; WALLS, CEILINGS, OR FLOORS WHERE EXISTING EQUIPMENT IS MOVED, RELOCATED, OR REMOVED AND REPLACED. TOUCH-UP PAINT SHALL MATCH EXISTING ADJACENT WALL IN SHEEN, COLOR, AND TEXTURE. WHERE MORE THAN ONE SQ. FT. OF WALL OR CEILING SPACE REQUIRES TOUCH-UP PAINTING, CONTRACTOR SHALL PAINT ENTIRE WALL FROM

CORNER TO CORNER, FLOOR TO CEILING, OR TOP OF WAINSCOT TO CEILING.

18. THE DRAWINGS HAVE BEEN COORDINATED TO THE EXTENT POSSIBLE WITH AS-BUILT

CONDITIONS. THE ENGINEER SHALL APPROVE ALL RELOCATIONS OF SURFACE MOUNTED

FIXTURES AND EQUIPMENT WHERE A CONFLICT IN THE FIELD IS NOT INDICATED ON THE

DRAWINGS.

19. PARKING ON THE STREET AND/OR PARKING GARAGE SHALL BE THE CONTRACTOR'S AND

WORKERS' OWN EXPENSE.

PROJECT TEAM

SITE INFORMATION

Also, verify all underground utilities not located by the 811 service by using a commercial location service and call SPR Inspection Request Line (206) 684-7034.

>>>>CAUTION - CALL 811<<<<

UTILITY NOTIFICATION CENTER

BEFORE YOU DIG!

WWW.CALL811.COM

PROJECT DESCRIPTION

GENERAL

1. G0.1 COVER SHEET

2. G1.1 SITE PLAN

3. G2.1 PHOTO REFERENCE PLAN

4. G2.2 REFERENCE PHOTOS

5. G2.3 REFERENCE PHOTOS

ARCHITECTURAL

6. AD1.1 DEMOLITION ROOF PLAN

7. A1.1 FLOOR PLAN

8. A1.2 REFLECTED CEILING PLAN (BID ADDITIVE No. 1)

9. A1.3 ROOF PLAN

10. A2.1 EXTERIOR ELEVATIONS

11. A2.2 PARTIAL ELEVATIONS

12. A5.1 DETAILS

13. A5.2 DETAILS

STRUCTURAL (BID ADDITVE No. 1)

14. S1.01 GENERAL NOTES AND SPECIAL INSPECTIONS

15. S2.01 EXISTING FLOOR / FOUNDATION PLAN

16. S3.01 PS ROOF FRAMING PLAN

17. S3.02 WOOD DIAPHRAGM NAILING LAYOUT & SCHEDULE

18. S3.10 SECTIONS

19. S3.11 SECTIONS

ARCHITECT

OAI, PS

1001 SW KLICKITAT WAY #204

SEATTLE WA 98134

PRIMARY CONTACT:

JERRY OSBORN

(206) 920-6348 josborn@oaips.com

PROJECT ADDRESS: 1403 W HOWE STREET

OWNER: SEATTLE PARKS AND RECREATION

300 ELLIOTT AVENUE W

SEATTLE WA 98119

PARCEL NUMBER: 242503-9137

ZONING: NR1

LEGAL DESCRIPTION:

PAR B OF SEATTLE SHORT PLAT #9106178 PER REC

#9204140811 SD SP DAF - POR OF N 386 FT OF GL 2 LY BET

W LN OF HELSING ADD & E LN OF IS TH AVE W LESS ST

PLAT BLOCK:

PLAT LOT:

1. REMOVE AND DISPOSE OF THE EXISTING BUILT-UP ROOF

MEMBRANE DOWN TO THE EXISTING T&G WOOD DECKING AT HIGH

R0OF AND BARREL VAULT. REMOVE AND DISPOSE OF BUILT-UP

ROOF TO PLYWOOD DECK AT LOW ROOF.

2. REMOVE AND DISPOSE OF CORRUGATED METAL SIDING AT GABLE

ENDS OF VAULTED ROOF.

3. INSTALL TAPERED POLYISOCYANURATE INSULATION, AND

COVERBOARD. MECHANICALLY FASTEN THE FIRST LAYER OF

INSULATION AND FULLY ADHERE THE SUBSEQUENT LAYERS.

4. INSTALL NEW EPDM ROOF MEMBRANE AT FLAT ROOFS.

5. INSTALL STANDING SEAM METAL ROOF AT VAULTED ROOF AND

UNDERLAYMENT.

6. RAISE PARAPET HEIGHT TO ACCOMMODATE NEW TAPERED

INSULATION.

7. INSTALL NEW SHEET METAL FLASHINGS AND PARAPET COPING.

8. INSTALL SAFETY RAILS

9. INSTALL LADDERS.

10. BID ADDITIVE NO. 1: STRUCTURAL UPGRADES. INSTALL 5/8"

PLYWOOD ROOF DIAPHRAGM.

NOTE

THERE WILL BE A SEPARATE CONSTRUCTION CONTRACT CONCURRENT

WITH THE ROOFING PROJECT. STAGING FOR BOTH PROJECTS ARE

SHOWN ON SHEET G1.1. ELECTRICAL CONTRACTOR WILL DISCONNECT

THE MAST SHOWN ON 4/G2.2.

STRUCTURAL ENGINEER

PETERSON STREHLE MARTINSON, INC.

7614 195TH ST SW SUITE 201,

EDMONDS WA 98026

PRIMARY CONTACT:

DAVID STUBBS

(206) 239-7712 mdstubbs@psm-engineering.com

OWNER

SEATTLE PARKS AND RECREATION

300 ELLIOTT AVENUE WEST SUITE 100

SEATTLE WA 98119

PRIMARY CONTACT:

RAY GONTARZ

(206) 584-7034 ray.gontarz@seattle.gov

CURRENT CODES

2021 SEATTLE BUILDING CODE

2021 SEATTLE ENERGY CODE

2021 SEATTLE EXISTING BUILDING CODE

2023 SEATTLE ELECTRICAL CODE

2021 SEATTLE FIRE CODE

2021 SEATTLE PLUMBING CODE

BUILDING INFORMATION

BUILDING AREA: 14,324 SQ FT

CONSTRUCTION TYPE: TYPE III B (1992 UBC TYPE III-N HOUR)

OCCUPANCY GROUP: S-2 STORAGE (VEHICLE MAINTENANCE)

PW#2025-028 Project #PRK730300-279 Funding Source: Seattle Park District Fund

COVER SHEET

JO

CG

JO

NO SCALE

1 19

G0.1

REGISTERED

ARCHITECT

JERRY D. OSBORN

STATE OF WASHINGTON

CENTRAL WEST HEADQUARTERS

RE-ROOF

1001 SW Klickitat Way, Suite 204 Seattle WA 98134 p: 206.631.8442 | www.oaips.com

PROJECT ASSET LIST

ASSET ID ASSET DESCRIPTION CATEGORY DESCRIPTION INVOLVEMENT NOTES

TBD

TBD

ROOF-WCDHQ CENTRAL WEST DIST HQ ROOF UNSPECIFIED ROOF FULL RENOVATION/REFRESH

ARCHSYS-WCDHQ CENTRAL WEST DIST HQ ARCH SYS ARCHITECTURAL SYSTEM PARTIAL RENOVATION/REFRESH

BUILDING-WCDHQ CENTRAL WEST DIST HQ BUILDING OTHER BUILDING NOT INVOLVED

ELECSYS-WCDHQ CENTRAL WEST DIST HQ ELECTRICAL SYS BUILDING ELECTRICAL SYSTEM PARTIAL RENOVATION/REFRESH

NEW ASSETS

EXISTING ASSETS

ASSET ID ASSET DESCRIPTION ASSET CATEGORY DESCRIPTION INVOLVEMENT NOTES

SCALE: 1" = 50' NO SHT ID SHEET TITLE

TREE PROTECTION

TREE PROTECTION/DEVELOPMENT IMPACT AREA REQUIREMENTS:

1. RETENTION AND PROTECTION OF ALL TREES 6 INCHES OR GREATER IS REQUIRED.

2. NO TREE REMOVAL OR DAMAGE UNLESS AUTHORIZED.

3. EXCAVATION AND GROUND DISTURBANCE IS PROHIBITED OUTSIDE THE

DEVELOPMENT IMPACT AREA.

4. CONSTRUCTION-RELATED ACTIVITIES, SUCH AS SITE ACCESS, HEAVY EQUIPMENT

USE, STORAGE, OR STOCKPILING IS PROHIBITED OUTSIDE THE DEVELOPMENT

IMPACT AREA UNLESS LOCATED ON EXISTING HARD SURFACES.

07/27/2026

7/27/26 26 https://seattlegov.na1.adobesign.com/verifier?tx=CBJCHBCAABAAHbAa1NMBKAsF8htP_Xza5RHOqSLiVarB

4.6

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CENTRAL WEST

HEADQUARTERS

6.0

0' P

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LIN

E

275.96' PROPERTY LINE11

PROPERTY LINE 429.25'

(E) STOR. SHEDS

CONCRETE SIDEWALK

PEDESTRIAN PATH

ASPHALT

PAVEMENT

PRIMARY TENANT

ENTRANCE AND

DRIVEWAY

PA

RK

IN

G

WEST HOWE STREET

TH

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W

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ASPHALT

PAVEMENT

5'- 0"

31'-9"

0'-

0"

322'-9"

'-0

RO

W

CONCRETE SIDEWALK

EXIT DRIVEWAY

TH

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W

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TH

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W

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WEST BLAINE STREET

TH

A

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W

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TH

A

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W

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T

ROOFING CONTRACTOR'S

LAY-DOWN, STAGING AREA. AND

ROOF LOADING LOCATION.

COORDINATE WITH PROJECT

ENGINEER.

CONTRACTOR -

MAINTAIN CLEAR

EGRESS PATH FROM

BUILDING

DEVELOPMENT IMPACT

AREA IS LIMITED TO

ROOF AREA, LAY-DOWN,

STORAGE AND STAGING

AREA

(E) FENCE LINE

ELECTRICAL CONTRACTOR'S STORAGE AND STAGING

AREA. COORDINATE WITH PROJECT ENGINEER.

SCALE:1 OVERALL SITE PLAN

1' = 30'

SITE INFORMATION

PROJECT ADDRESS: 1403 W HOWE STREET

OWNER: SEATTLE PARKS AND RECREATION

300 ELLIOTT AVE W #100

SEATTLE WA 98119

PARCEL NUMBER: 242503-9137

LEGAL DESCRIPTION:

PAR B OF SEATTLE SHORT PLAT #9106178 PER REC

#9204140811 SD SP DAF - POR OF N 386 FT OF GL 2 LY BET

W LN OF HELSING ADD & E LN OF IS TH AVE W LESS ST

PLat Block:

Plat Lot:

30 15 0 30 60

SCALE IN FEET

9/15/25

Also, verify all underground utilities not located by the 811 service by using a commercial location service and call SPR Inspection Request Line (206) 684-7034.

>>>>CAUTION - CALL 811<<<<

UTILITY NOTIFICATION CENTER

BEFORE YOU DIG!

WWW.CALL811.COM

CENTRAL WEST HEADQUARTERS

1001 SW Klickitat Way, Suite 204 Seattle WA 98134 p: 206.631.8442 | www.oaips.com

RE-ROOF

REGISTERED

ARCHITECT

JERRY D. OSBORN

STATE OF WASHINGTON

SITE PLAN

JO

CG

JO

AS NOTED

2 19

G1.1

LOW SLOPE ROOFS

LEGEND

BARREL VAULT ROOF

07/27/2026

1 2 3 4 5 6 7 8 9 10 11 12

E

D

C

B

A

(E) RD

(E) RD

(E) RD

(E) RD

(E) RV

(E) EF

(E) RD

(E) RD

(E) RD(E) RD

N

NN

(E) EF

(E) VTR

(E) VTR

(N) PERIMETER FALL

PROTECTION RAILING

(N) PERIMETER FALL PROTECTION RAILING

N

N

N N

N

SCALE:1 ROOF PLAN

1/8" = 1' - 0"

Also, verify all underground utilities not located by the 811 service by using a commercial location service and call SPR Inspection Request Line (206) 684-7034.

>>>>CAUTION - CALL 811<<<<

UTILITY NOTIFICATION CENTER

BEFORE YOU DIG!

WWW.CALL811.COM

CENTRAL WEST HEADQUARTERS

1001 SW Klickitat Way, Suite 204 Seattle WA 98134 p: 206.631.8442 | www.oaips.com

RE-ROOF

REGISTERED

ARCHITECT

JERRY D. OSBORN

STATE OF WASHINGTON

0 8 16 24 32

PHOTO REFERENCE PLAN

CG

JO

NO SCALE

3 19

G2.1

SCALE :

9 (E) EXHAUST FAN

NO SCALE

SCALE :

5 LOW ROOF OVER OFFICES

NO SCALE

SCALE :

1 ROOF CORE

NO SCALE

SCALE :

6 LOW ROOF OVER OFFICES

NO SCALE

SCALE :

2 ROOF CORE

NO SCALE

SCALE :

7 ROOF DRAIN

NO SCALE

SCALE :

3 POWER MASTS

NO SCALE

SCALE :

8 ROOF DRAIN AT UPPER ROOF

NO SCALE

SCALE :

4 POWER MAST

NO SCALE

DEMO SHEET METAL

COPING

DEMO (E) CORRUGATED

METAL SIDING.

BUILT-UP ROOFING

ELECTRICAL MASTS TO BE

REMOVED UNDER SEPARATE

CONTRACT.

(E) ROOF DRAIN AND STRAINER.

DRILL AND TAP BOLT HOLES IN

RETAINING RING. PAINT BOWL.

RE-ATTACH STRAINER.

DEMO (E) BUILT-UP

ROOFING DOWN TO

PLYWOOD DECK

EXHAUST FAN. RAISE CURB

TO ACCOMMODATE (N)

TAPERED INSULATION.

EXTEND POWER.

WOOD ROOF DECK. 2x6 AT

UPPER ROOF AND BARREL

VAULT. PLYWOOD DECK AT

LOW ROOF.

DEMO (E) SHEET METAL

COPING.

ELECTRICAL MASTS TO BE

REMOVED/REPLACED UNDER

SEPARATE CONTRACT.

(E) ROOF DRAIN. DRILL AND

TAP BOLT HOLES IN RETAINING

RING. PAINT BOWL.RE-ATTACH

STRAINER.

DEMO (E) SHEET METAL

COPING.

RAISE EXHAUST FANS TO

ACCOMMODATE NEW

TAPERED INSULATION

(E) CMU WALL WITH

MARBLECRETE FINISH DEMO SHEET METAL

COPING

DEMO (E) BUILT-UP

ROOFING DOWN TO

PLYWOOD DECK

DEMO (E) SHEET METAL

COPING

(E) ROOF DRAIN. CLEAN AND

RE-THREAD BOLT HOLES IN

RETAINING RING. RE-ATTACH

STRAINER.

(E) ROOF DRAIN. CLEAN AND

RE-THREAD BOLT HOLES IN

RETAINING RING. RE-ATTACH

STRAINER.

DEMO (E) BUILT-UP

ROOFING DOWN TO 2x6 T&G

WOOD DECK

DEMO (E) BUILT-UP

ROOFING DOWN TO 2x6 T&G

WOOD DECK

Also, verify all underground utilities not located by the 811 service by using a commercial location service and call SPR Inspection Request Line (206) 684-7034.

>>>>CAUTION - CALL 811<<<<

UTILITY NOTIFICATION CENTER

BEFORE YOU DIG!

WWW.CALL811.COM

CENTRAL WEST HEADQUARTERS

1001 SW Klickitat Way, Suite 204 Seattle WA 98134 p: 206.631.8442 | www.oaips.com

RE-ROOF

REGISTERED

ARCHITECT

JERRY D. OSBORN

STATE OF WASHINGTON

REFERENCE PHOTOS

CG

JO

NO SCALE

4 19

G2.2

SCALE :

13 (E) ROOF DRAIN AT UPPER ROOF

NO SCALE

SCALE :

10 EXHAUST FAN CURB

NO SCALE

SCALE :

15 DETAIL (E) BARREL VAULT

NO SCALE

SCALE :

11 (E) EXHAUST FAN AND VENT

NO SCALE

SCALE :

16 (E) BASE DETAIL AT BARREL VAULT AND ROOF

NO SCALE

SCALE :

12 (E) ROOF DRAIN

NO SCALE

SCALE :

14 (E) BARREL VAULT

NO SCALE

(E) EXHAUST FAN HOUSING

DEMO (E) CORRUGATED

METAL SIDING.

DEMO (E) SHEET METAL

FLASHING

RAISE CURB TO

ACCOMMODATE (N)

TAPERED INSULATION.

(E) ROOF DRAIN AND STRAINER.

CLEAN AND RE-THREAD BOLT

HOLES IN RETAINING RING.

RE-ATTACH STRAINER.

DEMO (E) SHEET METAL

COPING.

DEMO (E) SHEET METAL

COPING.

DEMO (E) BUILT-UP

ROOFING DOWN TO 2x6 T&G

WOOD DECK

DEMO (E) BUILT-UP

ROOFING DOWN TO 2x6 T&G

WOOD DECK

DEMO (E) BUILT-UP

ROOFING DOWN TO 2x6 T&G

WOOD DECK

DEMO (E) SHEET METAL

COPING.

DEMO (E) CORRUGATED

SHEET METAL SIDING.

(E) FALL PROTECTION

ANCHOR AND HORIZONTAL

LIFELINE. DISCONNECT

LIFELINE, INSTALL FLASHING

BOOTS AT ANCHORS AND

REINSTALL LIFLINE.

EXHAUST FAN. RAISE CURB

TO ACCOMMODATE (N)

TAPERED INSULATION.

EXTEND POWER AS

REQUIRED. (E) ROOF DRAIN. DRILL AND

TAP BOLT HOLES IN RETAINING

RING. RE-ATTACH STRAINER.

Also, verify all underground utilities not located by the 811 service by using a commercial location service and call SPR Inspection Request Line (206) 684-7034.

>>>>CAUTION - CALL 811<<<<

UTILITY NOTIFICATION CENTER

BEFORE YOU DIG!

WWW.CALL811.COM

CENTRAL WEST HEADQUARTERS

1001 SW Klickitat Way, Suite 204 Seattle WA 98134 p: 206.631.8442 | www.oaips.com

RE-ROOF

REGISTERED

ARCHITECT

JERRY D. OSBORN

STATE OF WASHINGTON

REFERENCE PHOTOS

JO

CG

JO

NO SCALE

5 19

G2.3

D

C

B

A

BARREL VAULT

(E) RD

(E) RD

(E) RD

(E) RD

(E) RV

(E) EF

(E) RD

(E) RD

(E) RD(E) RD

(E) EF

(E) VTR

(E) VTR

SL

OP

E:

1/

8" / 1

2"

SL

OP

E

VA

RI

ES

SL

OP

E

VA

RI

ES

BARREL VAULT

LOW ROOF

SCALE:1 ROOF PLAN

1/8" = 1' - 0"

Also, verify all underground utilities not located by the 811 service by using a commercial location service and call SPR Inspection Request Line (206) 684-7034.

>>>>CAUTION - CALL 811<<<<

UTILITY NOTIFICATION CENTER

BEFORE YOU DIG!

WWW.CALL811.COM

CENTRAL WEST HEADQUARTERS

1001 SW Klickitat Way, Suite 204 Seattle WA 98134 p: 206.631.8442 | www.oaips.com

RE-ROOF

REGISTERED

ARCHITECT

JERRY D. OSBORN

STATE OF WASHINGTON

DEMOLITION ROOF PLAN

CG

JO

1/8" = 1' - 0"

6 19

AD1.1

ROOF TO BE DEMOLISHED. REMOVE

AND DISPOSE OFF (E) BUILT-UP ROOF

MEMBRANE SYSTEM.

ROOF PLAN NOTES

LEGEND

(E) FALL PROTECTION (HORIZONTAL LIFELINE

AND ANCHORS TO REMAIN. DISCONNECT

LIFELINE, INSTALL FLASHING BOOTS AT

ANCHORS, AND RE-INSTALL LIFELINE

DEMO (E) CORRUGATED METAL SIDING

AT GABLE ENDS OF BARREL VAULT

(E) PARAPET COPING AND EDGE

FLASHING TO BE DEMOLISHED

SCALE:2 EXISTING ROOF ASSEMBLY - LOW SLOPE ROOF

NTS

2X6 T&G WOOD DECKING

(3/4" PLYWOOD DECKING AT

LOW ROOF)

3-PLY BUILT-UP ROOFING WITH

GRANULATED CAP SHEET AND

1/2" COVER BOARD. ENTIRE

SYSTEM APPLIED WITH HOT

ASPHALT.

(E) ROOF TOP EQUIPMENT

(E) ROOF TOP EQUIPMENT

TREE PROTECTION

TREE PROTECTION/DEVELOPMENT IMPACT AREA REQUIREMENTS:

1. RETENTION AND PROTECTION OF ALL TREES 6 INCHES OR

GREATER IS REQUIRED.

2. NO TREE REMOVAL OR DAMAGE UNLESS AUTHORIZED.

3. EXCAVATION AND GROUND DISTURBANCE IS PROHIBITED

OUTSIDE THE DEVELOPMENT IMPACT AREA.

4. CONSTRUCTION-RELATED ACTIVITIES, SUCH AS SITE ACCESS,

HEAVY EQUIPMENT USE, STORAGE, OR STOCKPILING IS

PROHIBITED OUTSIDE THE DEVELOPMENT IMPACT AREA

UNLESS LOCATED ON EXISTING HARD SURFACES.

50 25 0 50 100

SCALE IN FEET

SCALE:3 EXISTING ROOF ASSEMBLY - BARREL VAULT

NTS

2X6 T&G WOOD DECKING

3-PLY BUILT-UP ROOFING

WITH GRANULATED CAP

SHEET AND 1/2" COVER

BOARD. ENTIRE SYSTEM

APPLIED WITH WITH HOT

ASPHALT.

HAZARDOUS MATERIALS NOTES

1. THE BUILT-UP ROOF SYSTEM, PARAPET, AND

ROOFING MASTIC AT METAL FLASHING CONTAINS

ASBESTOS.

D

C

B

A

SHOP

SHOP

ELECTRICAL

JAN

MENS

TOILET

WOMENS

LOCKER

AREA

A118

CORRIDOR

A121

WOMENS

A119

MENS

A120CORRIDOR

A122

LUNCH

ROOM

A123

STORAGE

A124

STORAGE

A125

GOLD ROOM

A127

GOLD ROOM

A128

SUPPLY

HALLWAY

OFFICE

OFFICE

OFFICE

OFFICE

MUD ROOM

A117

CHEMICAL

MIXING ROOM

A114

HERBICIDE

STORAGE

A115

PESTICIDE

STORAGE

A116

SHOP

A126

CHAIN LINK FENCE STORAGE BINS

'-2

200'-2"

108'-2" 16'-8"75'-4"

'-2

ELECTRICAL CONTRACTOR'S

STORAGE AND STAGING AREA.

ROOFING CONTRACTOR'S STORAGE

AND STAGING AREA. COORDINATE

WITH PROJECT ENGINEER.

SCALE:1 FLOOR PLAN (FOR REFERENCE ONLY )

1/8" = 1' - 0"

Also, verify all underground utilities not located by the 811 service by using a commercial location service and call SPR Inspection Request Line (206) 684-7034.

>>>>CAUTION - CALL 811<<<<

UTILITY NOTIFICATION CENTER

BEFORE YOU DIG!

WWW.CALL811.COM

CENTRAL WEST HEADQUARTERS

1001 SW Klickitat Way, Suite 204 Seattle WA 98134 p: 206.631.8442 | www.oaips.com

RE-ROOF

REGISTERED

ARCHITECT

JERRY D. OSBORN

STATE OF WASHINGTON

FLOOR PLAN

CG

JO

1/8" = 1' - 0"

7 19

A1.1

TREE PROTECTION

TREE PROTECTION/DEVELOPMENT IMPACT AREA REQUIREMENTS:

1. RETENTION AND PROTECTION OF ALL TREES 6 INCHES OR

GREATER IS REQUIRED.

2. NO TREE REMOVAL OR DAMAGE UNLESS AUTHORIZED.

3. EXCAVATION AND GROUND DISTURBANCE IS PROHIBITED

OUTSIDE THE DEVELOPMENT IMPACT AREA.

4. CONSTRUCTION-RELATED ACTIVITIES, SUCH AS SITE ACCESS,

HEAVY EQUIPMENT USE, STORAGE, OR STOCKPILING IS

PROHIBITED OUTSIDE THE DEVELOPMENT IMPACT AREA

UNLESS LOCATED ON EXISTING HARD SURFACES.

SCALE IN FEET

D

C

B

A

SHOP

SHOP

ELECTRICAL

JAN

MENS

TOILET

WOMENS

LOCKER

AREA

A118

CORRIDOR

A121

WOMENS

A119

MENS

A120CORRIDOR

A122

LUNCH

ROOM

A123

STORAGE

A124

STORAGE

A125

GOLD ROOM

A127

GOLD ROOM

A128

SUPPLY

HALLWAY

OFFICE

OFFICE

OFFICE

OFFICE

MUD ROOM

A117

CHEMICAL

MIXING ROOM

A114

HERBICIDE

STORAGE

A115

PESTICIDE

STORAGE

A116

SHOP

A126

CHAIN LINK FENCE STORAGE BINS

OPEN TO STRUCTURE

9'-0"

9'-0" 9'-0" 9'-0"10'-2"

10'-2"

8'-0"

(2 ) L

AY

ER

S 5/8

" G

YP

B D.

T

YP

E X

9'-0"

OPEN TO STRUCTURE

BARREL VAULT

LOW SLOPE ROOF

LOW SLOPE ROOF

SCALE:1 REFLECTED CEILING PLAN

1/8" = 1' - 0"

Also, verify all underground utilities not located by the 811 service by using a commercial location service and call SPR Inspection Request Line (206) 684-7034.

>>>>CAUTION - CALL 811<<<<

UTILITY NOTIFICATION CENTER

BEFORE YOU DIG!

WWW.CALL811.COM

CENTRAL WEST HEADQUARTERS

1001 SW Klickitat Way, Suite 204 Seattle WA 98134 p: 206.631.8442 | www.oaips.com

RE-ROOF

REGISTERED

ARCHITECT

JERRY D. OSBORN

STATE OF WASHINGTON

REFLECTED CEILING PLAN

JO

CG

JO

1/8" = 1' - 0"

8 19

A1.2

SCALE IN FEET

BI

D

AD

DI

TI

VE

#1

NOTE: THIS DRAWING IS INCLUDED TO SHOW THE AREAS OF

THE EXISTING CEILING AND ROOF STRUCTURE THAT NEED

TO BE ACCESSED TO INSTALL THE STRUCTURAL

COMPONENTS OF THE SEISMIC UPGRADE. SEE THE

STRUCTURAL DRAWINGS.

(E) 2 X 4 ACOUSTIC CEILING WITH R-30

BATT INSULATION.

LEGEND

(E) GYPSUM BOARD CEILING

AREA OF (E) CEILING TO BE REMOVED AND

REINSTALLED FOR THE INSTALLATION OF

(N) STRUCTURAL COMPONENTS.

REFERENCE STRUCTURAL DRAWINGS.

(E) 2 X 4 LIGHT FIXTURE

(E) AIR REGISTER

8'-0" CEILING HEIGHT

AREA OPEN TO STRUCTURE FOR

INSTALLATION OF (N) STRUCTURAL

COMPONENTS. REFERENCE STRUCTURAL

DRAWINGS.

1. BATT INSULATION IS LOOSE LAID DIRECTLY ON THE

CEILING ASSEMBLIES. REMOVE INSULATION AND REPLACE

INSULATION AS REQUIRED.

2. INCLUDE ALL REFERENCED WORK ON THIS PLAN SHEET

UNDER BID ADDITIVE #1

NOTES

D

C

B

A

(E) RD

(E) RD

(E) RD

(E) RD

(E) RV

(E) EF

(E) RD

(E) RD

(E) RD(E) RD

N

NN

200'-2" V.I.F.

84'-7" V.I.F.

'-2

V.

I.F

108'-2" V.I.F.

'-1

3/ 4"

V.

I.F

16'-8" V.I.F.

7'- 0"

V.

I.F

101'-0" V.I.F.

14'-7" V.I.F.

'-2

V.

I.F

'-0

V.

I.F

(E) EF

(E) VTR

(E) VTR

SL

OP

E:

1/

4" / 1

2"

SL

OP

E:

1/

4" / 1

2"

CRICKET

SL

OP

E:

1/

4" / 1

2"

SL

OP

E:

1/

4" / 1

2"

SL

OP

E:

1/ 4"

/ 1 2"

CRICKET

SLOPE: 1/4" / 12"

CRICKET

CR

IC

KE

T

CR

IC

KE

T

CRICKET

CR

IC

KE

T

CR

IC

KE

TCRICKET

RIDGE

CRICKETCRICKET

(N) PERIMETER FALL

PROTECTION RAILING

(N) PERIMETER FALL PROTECTION RAILING

N

N

N N

N

CRICKET CRICKET

@ RAKE

@ TIE-IN

@ RAKE

SIM

4'-0" 4'-0"

4'-0"

3'-0"(N) LADDER

@ LOW

ROOF

SIM

(E) FALL PROTECTION LIFE LINE AND

ANCHORS (TYP). COORDINATE ROOF

LAYOUT SO THAT ROOF ANCHORS ARE

IN MIDDLE OF PANELS.

(E) FALL PROTECTION

LIFE LINE AND ANCHORS

(E) FALL PROTECTION

LIFE LINE AND ANCHORS

(E) FALL PROTECTION

LIFE LINE AND ANCHORS

@ TIE-IN

NEW EPDM ROOF ASSEMBLY

(N) EPDM ROOF

ASSEMBLY

(N) EPDM ROOF

ASSEMBLY

(N) LADDER WITH

SECURITY GATE

END OF VAULTED ROOFEND OF VAULTED ROOF

4444 4

RAILING EXTENDS 4'-0"

BEYOND WALK PADS10'-10 1/2"

TYP

CONCEALED PANEL CLIP

SCALE:3 NEW METAL ROOF ASSEMBLY @ BARRLE VAULT

3/4" = 1' - 0"

2" STANDING SEAM METAL ROOF

PANEL

SELF-ADHERED COLD APPLIED

HIGH TEMPERATURE RUBBERIZED

ASPHALT MEMBRANE

(E) 2X6 T&G WOOD DECK

(N) PLWD. SHEATHING (BID

ADDITIVE No. 1)

SCALE:2 NEW ROOF ASSEMBLY @LOW SLOPE ROOFS

NTS

60 MIL EPDM ROOF MEMBRANE,

FULLY ADHERED.

EPDM BONDING ADHESIVE

1/4" GYPSUM COVER BOARD SET

IN LOW RISE FOAM ADHESIVE

(4'X4' MAX SIZE)

TAPERED INSULATION SYSTEM.

MECHANICALLY FASTENED. 1/4"

PER 12" U.N.O.

VAPOR BARRIER

(E) 2X6 T&G WOOD OR PLYWOOD

DECKING

(N) PLWD SHEATHING (BID

ADDITIVE 1)

SCALE:1 ROOF PLAN

1/8" = 1' - 0"

Also, verify all underground utilities not located by the 811 service by using a commercial location service and call SPR Inspection Request Line (206) 684-7034.

>>>>CAUTION - CALL 811<<<<

UTILITY NOTIFICATION CENTER

BEFORE YOU DIG!

WWW.CALL811.COM

CENTRAL WEST HEADQUARTERS

1001 SW Klickitat Way, Suite 204 Seattle WA 98134 p: 206.631.8442 | www.oaips.com

RE-ROOF

REGISTERED

ARCHITECT

JERRY D. OSBORN

STATE OF WASHINGTON

(N) STANDING SEAM METAL ROOF

ROOF PLAN NOTES

LEGEND

REINSTALL (E) LIFE-LINE TO (E) CB-12 ANCHORS.

INSTALL TO PRE-DISASSEMBLY CONDITION..

(E) WALL MOUNTED FALL PROTECTION

(E) ROOF TOP EQUIPMENT

(N) THRU-WALL OVERFLOW SCUPPER.

SEE DETAILS 9 & 10/A5.2

EXISTING ROOF DRAIN(E) RD

(N) WALKWAY PADS

N

TREE PROTECTION

TREE PROTECTION/DEVELOPMENT IMPACT AREA REQUIREMENTS:

1. RETENTION AND PROTECTION OF ALL TREES 6 INCHES OR

GREATER IS REQUIRED.

2. NO TREE REMOVAL OR DAMAGE UNLESS AUTHORIZED.

3. EXCAVATION AND GROUND DISTURBANCE IS PROHIBITED

OUTSIDE THE DEVELOPMENT IMPACT AREA.

4. CONSTRUCTION-RELATED ACTIVITIES, SUCH AS SITE ACCESS,

HEAVY EQUIPMENT USE, STORAGE, OR STOCKPILING IS

PROHIBITED OUTSIDE THE DEVELOPMENT IMPACT AREA

UNLESS LOCATED ON EXISTING HARD SURFACES.

SCALE IN FEET

ROOF PLAN

CG

JO

1/8" = 1' - 0"

9 19

A1.3

(E) ROOF DRAIN. NEW WORK AT ROOF DRAINS

INCLUDE 1) DRILLING AND TAPPING (E) BOLTS

AND 2) PAINT DRAIN BOWLS , CLAMP RING, AND

ATTACHMENT HARDWARE WITH RUST-INHIBITING

PAINT.

2 13456789101112

21 3 4 5 6 7 8 9 10 11 12

BA C D EB ACDE

BARREL VAULT BEYOND

(N) METAL PANEL FACIA

(E) BARREL VAULT

BEYOND

(N) METAL PANEL FACIA,

TYP

(N) METAL PANEL FACIA

BARREL VAULT ROOF W/

STANDING SEAM METAL ROOFING

(N) GUARDRAIL

(N) METAL PANEL FACIA,

TYP.

(N) THRU-WALL

OVERFLOW SCUPPER

BARREL VAULT ROOF W/

STANDING SEAM METAL ROOFING

(N) GUARDRAIL

(N) METAL PANEL FACIA,

TYP

(N) OVERFLOW

SCUPPER, TYP

'-0

"22 '-8

'-0

4'- 8"

'-8

'-0

4'- 8"

'-8

'-4

6'-

8"

(N) ELECTRIC METER AND CT CAN (BY

OTHERS)

(N) SERVICE DISCONNECT (BY OTHERS)

(N) LADDER WITH

SECURITY GATE

(N) THRU-WALL

OVERFLOW SCUPPER

TYP

(N) THRU-WALL

OVERFLOW SCUPPER

(N) ROOF ACCESS

LADDER

Also, verify all underground utilities not located by the 811 service by using a commercial location service and call SPR Inspection Request Line (206) 684-7034.

>>>>CAUTION - CALL 811<<<<

UTILITY NOTIFICATION CENTER

BEFORE YOU DIG!

WWW.CALL811.COM

CENTRAL WEST HEADQUARTERS

1001 SW Klickitat Way, Suite 204 Seattle WA 98134 p: 206.631.8442 | www.oaips.com

RE-ROOF

REGISTERED

ARCHITECT

JERRY D. OSBORN

STATE OF WASHINGTON

EXTERIOR ELEVATIONS

JO

CG

JO

1/4" = 1' - 0"

10 19

A2.1

SCALE:1 SOUTH ELEVATION

1/8" = 1' - 0"

SCALE:3 WEST ELEVATION

1/8" = 1' - 0"

SCALE:4 EAST ELEVATION

1/8" = 1' - 0"

SCALE:2 NORTH ELEVATION

1/4" = 1' - 0"

KEY PLAN

BA EE B A

R = 59'-6"

VERIFY

R = 59'-6"

VERIFY

(E) LOUVER

(N) METAL SIDING

PANELS

(N) ROOF ACCESS

LADDER - SEE DETAIL

13/A5.1

(N) METAL SIDING PANELS

(N) METAL PANEL FACIA,

TYP

'-4

2 13456

BARREL VAULT ROOF BEYOND

W/ STANDING SEAM METAL ROOFING

(N) GUARDRAIL

(N) ROOF ACCESS

LADDER

(N) FLASHING(N) METAL PANEL FACIA,

TYP.

(N) THRU-WALL

OVERFLOW SCUPPER,

TYP

(E) WALL MOUNTED

FALL PROTECTION

(E) PILASTER

Also, verify all underground utilities not located by the 811 service by using a commercial location service and call SPR Inspection Request Line (206) 684-7034.

>>>>CAUTION - CALL 811<<<<

UTILITY NOTIFICATION CENTER

BEFORE YOU DIG!

WWW.CALL811.COM

CENTRAL WEST HEADQUARTERS

1001 SW Klickitat Way, Suite 204 Seattle WA 98134 p: 206.631.8442 | www.oaips.com

RE-ROOF

REGISTERED

ARCHITECT

JERRY D. OSBORN

STATE OF WASHINGTON

PARTIAL ELEVATIONS

CG

JO

AS NOTED

11 19

A2.2

SCALE:1 SOUTH GABLE ELEVATION

1/8" = 1' - 0" SCALE:2 NORTH GABLE ELEVATION

1/8" = 1' - 0"

KEY PLAN

SCALE:3 PARTIAL EAST ELEVATION

1/4" = 1' - 0"

BASE TIE-IN. SEE

DETAIL.

SCALE:1 BASE TIE-IN @ GABLE END

3" = 1' - 0"

(E) 2 X 6 T&G SIDING

(E) TRUSS

(E) PLYWOOD SIDING

8" MI

N.

METAL SIDING

WEATHER BARRIER

DRIP FLASHING

PANEL CLOSURE

HAT CHANNEL

FURRING

TERMINATION BAR

EPDM ROOFING

MEMBRANE

EPDM

EXTEND (N) EPDM MEMBRANE

2" ABOVE METAL PLATE

(N) 3" SPLICE TAPE

(N) FASTENERS AND 2" METAL

PLATE @ 12" O.C. MAX.

(N) EPDM MEMBRANE FLASHING

(N) PRIMER

(N) ADHERED EPDM MEMBRANE

(N) COVER BOARD

(N) TAPERED INSULATION

(E) WOOD DECKING

SCALE:2 BASE TIE-IN DETAIL

3" = 1' - 0"

BONDING ADHESIVE

SCALE:3 CURB DETAIL

3" = 1' - 0"

SHEET METAL FLASHING

MIN. 3" WIDE TAPE IN

CONJUNCTION WITH EPDM

PRIMER

MAXIMUM 12" O.C. SPACING

1/8" TO 1" MAX.

EPDM MEMBRANE

FLASHING

FASTENER & SEAM FASTENING

PLATE, MAX. 12"

BONDING ADHESIVE

(N) 2X 8 FRAMING TO RAISE

CURB HEIGHT.

(E) WOOD ROOF DECK

8"

MI

NI

MU

M

(N) TAPERED INSULATION

(N) COVERBOARDS

(E) CURB

1'- 0"

MI

NI

MU

M

SPRING ACTION COUNTER

FLASHING

TERMINATION BAR (TYP.)

SCALE:4 FLASHING @ LOW ROOF

1 1/2" = 1' - 0"

(E) CMU WALL WITH

MARBLECRETE FINISH

MEMBRANE FLASHING

BASE TIE-IN. SEE DETAIL 2/A5.1

WATER CUT-OFF MASTIC

EPDM ROOF MEMBRANE

METAL PANEL FACIA

(E) 8" CMU WALL W /

MARBLECRETE FINISH

(N) PARAPET EXTENSION. SEE

DETAIL 6/A5.15'-

1"

SCALE:11 GUARDRAIL DETAIL

3/4" = 1' - 0"

2 1/2"SCHED. 40 PIPE

POST, GALVANIZED

STEEL PLATE. SEE

DETAIL 15/A5.1

1 1/2" I.D. PIPE RAIL, SCHED. 40,

GALVANIZED

ROOF ELEVATION VARIES

EQ. SPACES

8'-0" MAX

SLIP JOINTS IN RAIL FOR

EXPANSION / CONTRACTION

SCALE:12 GUARDRAIL ELEVATION

1/2" = 1' - 0"

A5.1

1 1/2" SCHED. PIPE

RAIL, GALVANIZED

STEEL PLATE. SEE

DETAIL 15/A5.1

1'- 1"

2 1/2" SCHED. PIPE

POST, GALVANIZED

METAL PANEL FACIA

ROOF LEVEL

VARIES

5'- 1"

VF

Y

2'-0"

LADDER WIDTH

1'- 0"

TY

P.

7"

GRAB BAR

ALUMINUM

PLATFORM

SCALE:13 ROOF PARAPET LADDER

3/4" = 1' - 0"

FRONT ELEVATION SIDE ELEVATION

3'- 6"

ALUMINUM RUNGS

ALUM LADDER BRACKET

W/ 1/2" Ø EPOXY

ANCHORS W/ SCREEN

TUBES. 2" MIN. EMBED.

ALUMINUM RAIL

7'- 7"

VF

Y

6"

(E) 8" CMU WALL WITH

MARBLECRETE FINISH

SIDE RAIL

2X BLOCKING

@ BRACKET

8"

SCALE:14 LOUVER DETAIL

3" = 1' - 0"

WEATHER BARRIER

HAT CHANNEL FURRING

METAL SIDING

SILL FLASHING W/ DRIP EDGE

(E) LOUVER

SELF ADHERING TAPE ALL EDGES

DRIP FLASHING

(E) WD. SIDING

JAMBHEAD

SILL

FLASHING W/

HEMMED EDGE

(E) WD. SIDING

2"

2"

(E) LOUVER

BASE TIE-IN. SEE DETAIL

SCALE:6 PARAPET DETAIL @ CMU WALL

1 1/2" = 1' - 0"

4"

2'- 0"

2X8'S @ 16" OC

PARAPET COPING

TAPERED SHIM

METAL PANEL FACIA

DRIP FLASHING

GASKETED FASTENER

STANDING SEAM

EPDM MEMBRANE FLASHING

1'-

0" 5/8" PLWD. EA. SIDE

WEATHER BARRIER

(E) CMU WALL W /

MARBLECRETE FINISH

BASE TIE-IN. SEE DETAIL

4"

2'- 0"

FROM 2 X 6'S @ 16" OC

PARAPET COPING

TAPERED SHIM

METAL PANEL FACIA

DRIP FLASHING

GASKETED FASTENER

STANDING SEAM

EPDM MEMBRANE FLASHING

1'-

0" 5/8" PLWD. EA. SIDE

WEATHER BARRIER

(E) WOOD FRAMED

PARAPET W/

MARBLECRETE FINISH

SCALE:5 PARAPET DETAIL @ FRAMED WALL

1 1/2" = 1' - 0"

CRICKET

METAL ROOFING PANELS

SCALE:8 DETAIL

3" = 1' - 0"

EPDM MEMBRANE. EXTEND

UNDER ROOF PANEL 18" MIN.

METAL ROOFING

UNDERLAYMENT

SPLICING TAPE

EXTRA LAYER OF EPDM

MEMBRANE

WATER CUT-OFF MASTIC

(E) 2 X 6 WOOD

DECKING

JOGGLE CLEAT

SCALE:7 DETAIL AT BARREL VAULT / PARAPET

3/4" = 1' - 0"

4'-11" ±

8" MI

N.

VA

RI

ES

(E) CMU WALL W/

MARBLECRETE

FINISH

PIPE GUARDRAIL.

SEE DTL. 11/A5.1

METAL ROOF PANELS

(E) BOWSTRING

TRUSS

BASE TIE-IN

VARIES

SEE DTL. 8/A5.1

(E) 2X6 T&G DECKING

CONT. CLEAT

SCALE:10 RAKE DETAIL @ GABLE END

3" = 1' - 0"

METAL ROOFING

UNDERLAYMENT

WEATHER BARRIER

HAT CHANNEL FURRING

RAKE TRIM

RECEIVER TRIM

SEALANT

POP RIVETS

METAL SIDING(E) 2X6 T&G SIDING

(E) PLYWOOD SIDING

4" 4"

PANCAKE HEAD

FASTENERS @ 12" OC

BUTYL TAPE

SCALE:15 GUARDRAIL DETAIL

1 1/2" = 1' - 0"

8" 2'-2"

1'-

0" (8) 1/2" Ø HILTY HY-270

ADHESIVE ANCHORS W/

HIT-IC INSERTS ( 2" EMBED).

1/2" X 2'-2" X 1'-0" STEEL PLATE

W/ 1/2" STIFFENER PLATES.

8"

8"

1"

1"

1" 1"

3/16

2 1/2" SCHED 40 PIPE.

3/16

Also, verify all underground utilities not located by the 811 service by using a commercial location service and call SPR Inspection Request Line (206) 684-7034.

>>>>CAUTION - CALL 811<<<<

UTILITY NOTIFICATION CENTER

BEFORE YOU DIG!

WWW.CALL811.COM

CENTRAL WEST HEADQUARTERS

1001 SW Klickitat Way, Suite 204 Seattle WA 98134 p: 206.631.8442 | www.oaips.com

RE-ROOF

REGISTERED

ARCHITECT

JERRY D. OSBORN

STATE OF WASHINGTON

DETAILS

CG

JO

AS NOTED

12 19

A5.1

SCALE:10 OVERFLOW SCUPPER @ CMU WALL

3" = 1' - 0"

BLOCKING AT ALL

SIDES OF SCUPPER

(E) CMU WALL W/

MARBLECRETE FINISH

6"

2 LAYERS OF

PRESSURE SENSITIVE

FLASHING

(N) S.S THRU-WALL

SCUPPER WITH DRIP

EDGE WATER CUTOFF

MASTIC

MTL. PANEL WITH

CLSOURE STRIP

2"

2"

DEMO (E) CMU AS

REQUIRED FOR

SCUPPER

DRIP FLASING

2"

BLOCKING AT ALL

SIDES OF SCUPPER

(E) FRAMED WALL W/

MARBLECRETE FINISH

6"

2 LAYERS OF

PRESSURE SENSITIVE

FLASHING

(N) S.S THRU-WALL

SCUPPER WITH DRIP

EDGE WATER CUTOFF

MASTIC

MTL. PANEL WITH

CLSOURE STRIP

2"

DRIP FLASING

SCALE:9 OVERFLOW SCUPPER @ FRAMED WALL

3" = 1' - 0"

SCALE:1 PIPE PENETRATION AT RIB

NO SCALE

ROOF JACK BOOT INSTALL PER

MFR. SPECIFICATIONS W/

STAINLESS STEEL HOSE CLAMP

COVER FLASHING w/ 1" CLEAR

CUTOUT FOR VENT PIPE

VENT PIPE

COVER

FLASHING

POP-RIVET @ 8" O.C. MAX

BUTYL TAPE (EXTEND TAPE

SEALANT OVER TOP OF PANEL)

SEAL ENDS OF ZEE

CLOSURES WITH

BUTYL TAPE

VENT PIPE

POP-RIVET @ 8" O.C.

ZEE CLOSURE ZEE CLOSURE

BUTYL TAPE

ROOF PANEL

ROOF

PANEL

BUTYL TAPE

CONTRACTOR: COORDINATE ROOF LAYOUT SO THAT PIPE PENETRATIONS ARE IN THE

MIDDLE OF ROOF PANELS. USE THIS DETAIL ONLY WHEN A PIPE PENETRATION IS UNABLE

TO BE CENTERED ON A PANEL WITH A MINIMUM OF 3” CLEARANCE ON EITHER SIDE.

SLOPE

1" INCH CLEAR CUT OUT

FOR VENT PIPE

SLOPE

QUICK APPLIED UNCURED EPDM

FLASHING IN CONJUNCTION WITH

EPDM PRIMER

LAP SEALANTPIPE PENETRATION

PROTECTIVE STRIP OF EPDM

STAINLESS STEEL CLAMPING

RING

LAP SEALANT

3"

SCALE:6 PIPE FLASHING @ EPDM ROOFING (FIELD FABRICATED)

3" = 1' - 0"

3"

NOTES:

1. EXTEND PLUMBING WASTE VENTS AND TERMINATE 6" MINIMUM ABOVE ADJACENT ROOF LEVELS.

2. REMOVE ALL LEAD AND OTHER FLASHING BEFORE INSTALLING FIELD-FABRICATED FLASHING.

3. PIPE FLASHING MAY BE USED WITH SQUARE OR RECTANGULAR STRUCTURAL TUBING WITH

ROUNDED CORNERS.

4. EPDM PRIMER MUST BE APPLIED TO THE MATING SURFACES PRIOR TO APPLYING QUICK APPLIED

UNCURED EPDM FLASHING.

QUICK APPLIED UNCURED EPDM

FLASHING IN CONJUNCTION WITH

EPDM PRIMER

LAP SEALANT

PIPE PENETRATION. LOCATE

IN CENTER OF ROOF PANEL

IF POSSIBLE.

PROTECTIVE STRIP OF EPDM

STAINLESS STEEL CLAMPING

RING

LAP SEALANT

3"

SCALE:4 PIPE FLASHING @ METAL ROOFING (FIELD FABRICATED)

3" = 1' - 0"

3"

NOTES:

1. EXTEND PLUMBING WASTE VENTS AND TERMINATE 6" MINIMUM ABOVE ADJACENT ROOF LEVELS.

2. REMOVE ALL LEAD AND OTHER FLASHING BEFORE INSTALLING FIELD-FABRICATED FLASHING.

3. PIPE FLASHING MAY BE USED WITH SQUARE OR RECTANGULAR STRUCTURAL TUBING WITH ROUNDED

CORNERS.

4. EPDM PRIMER MUST BE APPLIED TO THE MATING SURFACES PRIOR TO APPLYING QUICK APPLIED

UNCURED EPDM FLASHING.

CUT HOLE IN METAL PANEL 1"

LARGER THAN PIPE

STAINLESS STEEL

CLAMPING RING

PRE-MOLDED PRESSURE-

SENSITIVE PIPE SEAL

WATER CUT-OFF MASTIC

PRIMER

PIPE PENETRATION. 1/2" TO 6"

DIAMETER.

SCALE:3 PIPE FLASHING @ METAL ROOFING (PRE-MOLDED)

3" = 1' - 0"

PRE-MOLDED PIPE SEAL

NOTES:

1. EXTEND PLUMBING WASTE VENTS AND TERMINATE 6" MINIMUM ABOVE ADJACENT ROOF LEVELS.

2. REMOVE ALL LEAD AND OTHER FLASHING BEFORE INSTALLING FIELD FABRICATED PIPE SEAL.

3. APPLY EPDM PRIMER TO SPLICE AREA.

4. PRE-MOLDED PIPE FLASHING MUST HAVE INTACT RIB AT THE TOP EDGE REGARDLESS OF PIPE

DIAMETER.

CUT HOLE IN METAL

PANEL 1" LARGER

THAN PIPE

STAINLESS STEEL

CLAMPING RING

PRE-MOLDED PRESSURE-

SENSITIVE PIPE SEAL

WATER CUT-OFF MASTIC

PRIMER

PIPE PENETRATION. 1/2" TO

6" DIAMETER.

SCALE:5 PIPE FLASHING @ EPDM ROOF (PRE-MOLDED)

3" = 1' - 0"

PRE-MOLDED PIPE SEAL

NOTES:

1. EXTEND PLUMBING WASTE VENTS AND TERMINATE 6" MINIMUM ABOVE ADJACENT ROOF LEVELS.

2. REMOVE ALL LEAD AND OTHER FLASHING BEFORE INSTALLING FIELD FABRICATED PIPE SEAL.

3. APPLY EPDM PRIMER TO SPLICE AREA.

4. PRE-MOLDED PIPE FLASHING MUST HAVE INTACT RIB AT THE TOP EDGE REGARDLESS OF PIPE

DIAMETER.

SCALE:11 SCUPPER - ISOMETRIC VIEW

1 1/2" = 1' - 0"

1'-0"

4"

4"

6"

4"

WALL THK + 2"

DRIP EDGE

STAINLESS STEEL

SCALE:7 ROOF DRAIN SUMP

1 1/2" = 1' - 0"

(E) STRAINER AND

CLAMPING RING (N) WATER CUTOFF MASTIC. ALL

BOLTS OR CLAMPS MUST BE IN

PLACE TO PROVIDE CONSTANT

COMPRESSION ON MASTIC.

REMOVE (E) FLASHING MATERIAL &

ENSURE THE DRAIN RING IS COMPLETELY

CLEAN DOWN TO BARE METAL. DRILL AND

TAP (E) BOLT HOLES. PAINT DRAIN BOWL.

REINSTALL (E) STRAINER.

(N) EPDM MEMBRANE

(N) TAPERED INSULATION

(N) COVER BOARD

(N) SUMP

(E) ROOF DRAIN BOWL

(E) WOOD DECK

CUT A HOLE IN MEMBRANE

GREATER THAN DRAIN PIPE

DIAMETER, BUT SHALL BE NO

LESS THAN 1/2" FROM DRAIN

CLAMPING RING ATTACHMENT

POINTS.

SEATTLE PARKS AND RECREATION

CENTRAL WEST HEADQUARTERS

DATE OF SUBSTANTIAL COMPLETION

(DSC)

DATE OF INSTALL WARRANTY AND EXPIRATION

(DSC + 2 YEARS)

DATE OF ROOF MANUFACTURER WARRANTY EXPIRATION

(DSC + 20 YEARS)

ROOF MANUFACTURER AND WARRANTY REFERENCE NO.:

(ROOF MANUFACTURER: WARRANTY NUMBER)

ROOF INSTALLER AND INSTALLER WARRANTY REFERENCE NUMBER

(INSTALLER AND TELEPHONE NUMBER)

(INSTALLER'S PROJECT NUMBER)

DESCRIPTION OF ROOF ASSEMBLY

- PROVIDE DECRIPTION OF ROOF ASSEMBLY -

ENGRAVED ALUMINUM PLAQUE

5 1/2"

SCALE:13 ROOF PLAQUE

3" = 1' - 0"

8 1 /2"

COORDINATE INSTALLATION OF

PLAQUE WITH PROJECT

ENGINEER AND ARCHITECT.

PROVIDE ROOF PLAQUES FOR

EACH TYPE OF ROOF ASSEMBLY.

(2 TOTAL).

2'-0"

LADDER WIDTH

7"

SCALE:16 LADDER TO LOW ROOF

3/4" = 1' - 0"

FRONT ELEVATION SIDE ELEVATION

1'- 0"

TY

P.

GRAB BAR

ALUMINUM

PLATFORM

3'- 6"

ALUMINUM RUNGS

ALUM LADDER BRACKET.

ANCHOR TO WOOD

FRAMING

ALUMINUM RAIL

'-7

VF

Y

(E) FRAMED WALL

SIDE RAIL

2X BLOCKING

@ BRACKET

6"

HINGED SECURITY GATE

6"

Also, verify all underground utilities not located by the 811 service by using a commercial location service and call SPR Inspection Request Line (206) 684-7034.

>>>>CAUTION - CALL 811<<<<

UTILITY NOTIFICATION CENTER

BEFORE YOU DIG!

WWW.CALL811.COM

CENTRAL WEST HEADQUARTERS

1001 SW Klickitat Way, Suite 204 Seattle WA 98134 p: 206.631.8442 | www.oaips.com

RE-ROOF

REGISTERED

ARCHITECT

JERRY D. OSBORN

STATE OF WASHINGTON

DETAILS

JO

CG

AS NOTED

13 19

A5.2

TIMBER:

STRUCTURAL TIMBER AND LUMBER TO BE STRESS GRADE HEM-FIR OR DOUGLAS FIR AS FOLLOWS:

USE SPECIES GRADE FB

4 X BEAMS/POST DOUGLAS FIR NO. 2 900 PSI

6 X BEAMS/POST DOUGLAS FIR NO. 1 1350 PSI

EXTERIOR & BEARING WALL STUDS DOUGLAS FIR NO. 2 900 PSI

SHEAR WALL STUDS, PLATES AND BLOCKING DOUGLAS FIR NO. 2 900 PSI

ROOF JOISTS, FLOOR JOISTS DOUGLAS FIR NO. 2 900 PSI

BEARING WALLS DOUGLAS FIR NO. 2 900 PSI

WOOD AND WOOD BASED MATERIALS USED IN CONTACT WITH SOIL, CONCRETE OR MASONRY, INSTALLED WITHIN 1” OF CONCRETE OR MASONRY, OR EXPOSED TO MOISTURE EITHER INTERIOR OR EXTERIOR, SHALL BE TREATED WITH AN APPROVED PRESERVATIVE PER THE “PRESERVATIVE TREATMENT” SECTION BELOW.

SOLID BLOCKING OF NOT LESS THAN 2" NOMINAL THICKNESS SHALL BE PROVIDED AT ENDS AND AT ALL SUPPORTS OF JOISTS AND RAFTERS. BETWEEN SUPPORTS PROVIDE BLOCKING OR BRIDGING AT 8' - 0" O.C.

ALL SILL PLATES AT SHEAR WALLS TO BE 3X_ PRESERVATIVE TREATED DOUGLAS-FIR #2, U.N.O. ON THE PLANS. SILL PLATES SHALL HAVE A MOISTURE CONTENT OF NOT GREATER THAN 19% BEFORE BEING

COVERED WITH INSULATION, INTERIOR WALL FINISH, FLOOR COVERING OR OTHER MATERIAL.

ALL STUD WALL SILL AND TOP PLATE MEMBERS SHALL BE SURFACE-DRIED (S-DRY) LUMBER (MOISTURE CONTENT = 19% OR LESS DURING FRAMING). ALL STUDS AND POSTS MAY BE SURFACE-GREEN (S-GREEN) LUMBER (MOISTURE CONTENT = 19% TO 23% DURING FRAMING) OR S-DRY LUMBER. THE MOISTURE CONTENT OF THE FRAMING SHALL BE LESS THAN 12 % PRIOR TO INSTALLATION OF GYPSUM WALLBOARD

SHEATHING.

WOOD CONNECTORS:

SILL BOLTS TO BE 3/4" DIAMETER EMBEDDED 7" INTO THE CONCRETE. MAXIMUM SPACING OF SILL BOLTS SHALL BE 48” O.C. AT DESIGNATED SHEARWALLS SILL BOLT SPACING SHALL BE PER THE PLANS. USE GALVANIZED 3" X 3" X 1/4" PLATE WASHERS, WITH HOLES NO GREATER THAN 3/16” LARGER THAN THE BOLT DIAMETER AT ALL SHEARWALL SILL BOLTS. PROVIDE A MINIMUM OF TWO BOLTS EACH PIECE. PROVIDE ONE BOLT AT EACH END OF EACH PIECE, NOT LESS THAN 6” AND NOT MORE THAN 12” FROM THE END.

BOLT HEADS AND NUTS BEARING AGAINST WOOD TO BE PROVIDED WITH MALLEABLE IRON WASHERS EXCEPT ON STEEL BEAM NAILERS USE CUT WASHERS. NAILERS TO STEEL BEAMS SHALL BE ATTACHED WITH

5/8" BOLTS AT 3' - 0" O.C. STAGGERED.

NAILS SHALL CONFORM TO REQUIREMENTS OF ASTM F 1667 AND HAVE A MINIMUM BENDING STRENGTH OF 90 KSI FOR SHANK DIAMETERS BETWEEN .142” AND .177”. ALL WOOD-TO-WOOD NAILING SHALL BE PER IBC TABLE 2304.9.1. IF PLANS AND DETAILS SPECIFY 8D, 10D OR 16D NAILS, THEY SHALL HAVE THE FOLLOWING

PROPERTIES:

8D = 0.131” DIA X 2-1/2”

10D = 0.148” DIA X 3”

16D = 0.162” DIA X 3-1/2”

ALL SUBSTITUTIONS SHALL HAVE THE WRITTEN APPROVAL OF THE ENGINEER OF RECORD PRIOR TO USE.

LIGHT GAUGE METAL FRAMING CONNECTORS AND THEIR REQUIRED FASTENERS SHALL BE “STRONG-TIE” BY

SIMPSON COMPANY, OR APPROVED EQUAL.

ALL FASTENERS AND CONNECTORS IN CONTACT WITH PRESERVATIVE TREATED WOOD SHALL BE HOT- DIPPED GALVANIZED STEEL WITH A G185 SPECIFICATION OR TYPE 304 & 316 STAINLESS STEEL. TYPE 304 AND 316 STAINLESS STEEL SHOULD BE USED FOR ALL CONNECTORS AND FASTENERS IN CONTACT WITH AZCA TREATED WOOD AND SOME VARIATIONS OF ACQ TREATED WOODS. HOT-DIPPED GALVANIZED STEEL

SHOULD NEVER COME IN CONTACT WITH STAINLESS STEEL.

THE STRUCTURE SHOWN ON THESE DRAWINGS IS STRUCTURALLY SOUND ONLY IN ITS COMPLETED FORM.

THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BRACING TO STABILIZE THE BUILDING DURING

CONSTRUCTION.

THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR, AND WILL NOT HAVE CONTROL OF, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE CONSTRUCTION WORK, NOR WILL HE BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE CONSTRUCTION WORK IN ACCORDANCE WITH THE CONTRACT

DOCUMENTS.

FIELD MEASUREMENTS AND THE VERIFICATION OF FIELD DIMENSIONS ARE NOT PART OF THE STRUCTURAL ENGINEER'S RESPONSIBILITY. THE CONTRACTOR MUST CHECK ALL (ASSUMED) EXISTING CONDITIONS

SHOWN ON THESE DRAWINGS FOR ACCURACY AND NOTIFY THE STRUCTURAL ENGINEER OF ANY

DISCREPANCIES.

OMISSIONS FROM THE DRAWINGS OR SPECIFICATIONS OR THE INADVERTENT MISLABELING OF DETAILS OF

WORK WHICH ARE MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND

SPECIFICATIONS, OR WHICH ARE CUSTOMARILY PERFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR INADVERTENT MISLABELED DETAILS OF THE WORK BUT THEY SHALL BE

PERFORMED AS IF FULLY AND CORRECTLY SET FORTH AND DESCRIBED IN THE DRAWINGS AND

SPECIFICATIONS.

SHOP DRAWINGS

SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED, AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. SUBMITTAL REVIEW IS FOR

GENERAL CONFORMANCE ONLY; THIS REVIEW DOES NOT CHECK DIMENSIONS OR QUANTITIES.

THE FOLLOWING NOTES APPLY EXCEPT WHERE SHOWN OTHERWISE

CODE: INTERNATIONAL BUILDING CODE (IBC) (2021)

SEATTLE EXISTING BUILDING CODE (SEBC) (2021)

THIS IS A VOLUNTARY SEISMIC UPGRADE OF ELEMENTS AT ROOF ONLY

STRUCTURAL LOADS

ROOF SNOW LOADS: GROUND SNOW LOAD, Pg = 25PSF ROOF SNOW LOAD, Pf = 25PSF SNOW EXPOSURE FACTOR, Ce = 1.0 SNOW LOAD IMPORTANCE FACTOR, Is = 1.0 THERMAL FACTOR, Ct = 1.0

EARTHQUAKE LOADS: THIS IS VOLUNTARY SEISMIC UPGRADE

HAZARD LEVEL BSE-1E

SEISMIC IMPORTANCE FACTOR Ie = 1.00 MAPPED ACCELERATIONS, Ss = 0.506 S1 = 0.157

SITE CLASS = D

DESIGN ACCELERATIONS, Sxs = 0.706 Sx1 = 0.359

SEISMIC DESIGN CATEGORY = D

BASIC SEISMIC FORCE RESISTING SYSTEM: UNREINFORCED MASONARY

SHEARWALLS

SEISMIC RESPONSE COEFFICIENT, Sa = 0.706

SCOPE OF STRUCTURAL ENGINEERING SERVICES:

THE STRUCTURAL ENGINEER HAS PERFORMED THE STRUCTURAL DESIGN AND PREPARED THE STRUCTURAL

WORKING DRAWINGS FOR THIS PROJECT. THE CONSTRUCTION MUST BE PERFORMED IN STRICT

ACCORDANCE WITH THE STRUCTURAL DRAWINGS. ANY DEVIATION FROM THE DRAWINGS MUST BE

APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. ERRORS AND/OR OMISSIONS FOUND ON THE STRUCTURAL DRAWINGS MUST BE BROUGHT TO THE STRUCTURAL ENGINEER'S ATTENTION IMMEDIATELY.

ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. STRUCTURAL DRAWINGS SHALL BE

USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS. PRIMARY STRUCTURAL ELEMENTS ARE

DIMENSIONED ON THE STRUCTURAL PLANS AND DETAILS. THE GENERAL CONTRACTOR SHALL VERIFY AND COORDINATE DIMENSIONS AMONG ALL DRAWINGS. ANY DISCREPANCIES, CONTRADICTIONS, OR OMISSIONS SHALL BE REPORTED TO THE ARCHITECT FOR RESOLUTION PRIOR TO PROCEEDING WITH WORK OR

FABRICATION OF THE ITEM(S) IN QUESTION.

THE STRUCTURAL ENGINEER IS RESPONSIBLE FOR THE DESIGN OF THE PRIMARY STRUCTURAL SYSTEM, EXCEPT FOR ANY COMPONENTS NOTED ABOVE. RESPONSIBILITY FOR ANY SECONDARY STRUCTURAL AND NON-STRUCTURAL SYSTEMS NOT SHOWN ON THE STRUCTURAL PLANS RESTS WITH SOMEONE OTHER THAN

THE STRUCTURAL ENGINEER.

PRESERVATIVE TREATMENT:

ALL LUMBER, TIMBER, PLYWOOD, GLUE-LAMINATED AND OTHER COMPOSITE LUMBER THAT IS IN CONTACT

WITH CONCRETE OR MASONRY OR EXPOSED TO WEATHER SHALL BE PRESERVATIVE TREATED IN

ACCORDANCE WITH CURRENT AMERICAN WOOD-PRESERVERS’ ASSOCIATION (AWPA) PRESERVATIVE (P) STANDARDS. THESE MEMBERS SHALL BE TREATED WITH AN APPROVED PRESERVATIVE IN ACCORDANCE WITH CURRENT AWPA COMMODITY (C) STANDARDS AND THE AWPA USE CATEGORY SYSTEM (UCS).

WHEREVER POSSIBLE, PRECUT ALL MATERIAL BEFORE TREATMENT. HANDLE TREATED LUMBER IN

ACCORDANCE WITH AWPA M4 STANDARDS.

FIELD CUTS, HOLES (SUCH AS ANCHOR BOLT HOLES IN TREATED SILL PLATES) AND PENETRATION DAMAGE SHALL BE TREATED IN ACCORDANCE WITH THE CURRENT AWPA M4 STANDARDS. THE MOST COMMONLY AVAILABLE PRESERVATIVE MEETING THE REQUIREMENTS OF STANDARD M4 IS A COPPER NAPHTHENATE SOLUTION CONTAINING AT LEAST 2% COPPER. CERTAIN DAP, WM BARR, CUPRINOL, BEHR, GREEN'S, JASCO, HENRY AND FIELDS PRESERVATIVE PRODUCTS CONTAIN THIS METAL CONTENT.

ALL FASTENERS AND CONNECTORS IN CONTACT WITH PRESERVATIVE TREATED WOOD SHALL BE HOT-

DIPPED GALVANIZED OR TYPE STAINLESS STEEL. SEE THE “WOOD CONNECTORS” SECTION.

STRUCTURAL STEEL:

CHANNELS, ANGLES, AND PLATES TO BE ASTM A36, FY=36 KSI; UNO.

ALL STEEL EXCEPT STEEL EMBEDDED IN CONCRETE SHALL BE GIVEN ONE SHOP COAT OF APPROVED PAINT.

WELDS TO BE 3/16" MINIMUM CONTINUOUS FILLET, BY CERTIFIED WELDERS USING E70XX ELECTRODES.

ALL WELDING SHALL BE PERFORMED IN STRICT ADHERENCE TO A WRITTEN WELDING PROCEDURE SPECIFICATION (WPS) PER AWS D1.1. ALL WELDING PARAMETERS SHALL BE WITHIN THE ELECTRODE MANUFACTURER’S RECOMMENDATIONS. WELDING PROCEDURES SHALL BE SUBMITTED TO THE OWNER’S TESTING AGENCY FOR REVIEW BEFORE STARTING FABRICATION OR ERECTIONS. COPIES OF THE WPS SHALL BE

ON SITE AND AVAILABLE TO ALL WELDERS AND THE SPECIAL INSPECTOR.

STEEL TO STEEL BOLTED CONNECTIONS ARE SHOWN TO BE BEARING-TYPE CONNECTIONS USING A325 BOLTS WITH THREADS INCLUDED IN THE SHEAR PLANE. HOLE SIZE SHALL BE IN ACCORDANCE WITH AISC SPECIFICATION FOR BEARING CONNECTION AND BOLTS SHALL BE TIGHTENED TO SNUG-TIGHT CONDITION.

WHERE BOLTS ARE NOTED A325SC, CONNECTIONS SHALL BE FRICTION-TYPE CONNECTIONS WITH BOLTS TENSIONED AND USING APPROPRIATE HARDENED STEEL WASHERS AS REQUIRED BY AISC STANDARDS.

ANCHOR BOLTS EMBEDDED IN CONCRETE OR MASONRY ARE ASTM F1554 GRADE 36, UNLESS OTHERWISE NOTED. USE HEADED ANCHOR BOLTS, NOT “J” BOLTS. DO NOT ENLARGE HOLES IN BASE PLATE BY BURNING.

BENDING OF ANCHOR BOLTS IS PERMITTED ONLY WITH THE PRIOR APPROVAL FROM THE ENGINEER.

SUBMIT SHOP DRAWINGS PREPARED BY AN EXPERIENCED DETAILER FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS TO BE COMPLETE, SHOWING ALL WELDS AND MATERIAL GRADES. PROVIDE A PLAN LOCATION OR DETAIL REFERENCE FOR EACH SHOP DRAWING. FOR MINOR STEEL-TO-STEEL CONNECTIONS OF 12” AND SMALLER STEEL MEMBERS: IF AN EXPLICIT CONNECTION IS NOT SHOWN ON THE STRUCTURAL DRAWINGS, DETAILER IS TO PROPOSE A CONNECTION SIMILAR TO THE CONNECTIONS ON THE DRAWINGS OR PER AISC STANDARD CONNECTIONS. ON THE SHOP DRAWING, CLOUD THE CONNECTION AND STATE “VERIFY.” SHOP DRAWINGS NOT MEETING THESE CONDITIONS WILL BE REJECTED. REVIEW OF SHOP DRAWINGS BY THE ENGINEER IS FOR DESIGN INTENT ONLY, AND DOES NOT INCLUDE VERIFICATION OF DIMENSIONS AND QUANTITIES. VERIFICATION OF DIMENSIONS AND QUANTITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR.

STEEL FABRICATORS AND DETAILERS: BASE BID TO INCLUDE STEEL DETAILER AND FABRICATOR TIME AND COSTS FOR ROUTINE CONSTRUCTION QUESTIONS. ROUTINE CONSTRUCTION QUESTIONS INCLUDE DIMENSIONAL QUESTIONS AND MINOR FRAMING QUESTIONS. ROUTINE CONSTRUCTION QUESTIONS ARE PART OF THE NORMAL

CONSTRUCTION PROCESS, AND ARE TO BE INCLUDED IN THE BASE BID.

MASONRY GROUT

ELEMENTS EXPOSURE CATEGORY f'c

MASONRY POURED GROUT IN CELLS AND BOND BEAMS - - 2500

FOR HIGH STRENGTH BOLTS, NUTS, AND WASHERS:

VERIFY IDENTIFICATION MARKINGS TO CONFORM TO

ASTM STANDARDS SPECIFIED IN THE APPROVED

CONSTRUCTION DOCUMENTS

REQUIRED SPECIAL INSPECTIONS AND TESTS OF STEEL CONSTRUCTION

TYPE CONTINUOUS PERIODIC REFERENCE STANDARD IBC REFERENCE

INSPECTION OF HIGH STRENGTH BOLTING:

PROVIDE INSPECTION OF HIGH STRENGTH BOLTING TO

CONFORM TO AISC 341-16 CHAPTER J. INSPECTION TASKS

INCLUDE:

1. SELECTION OF PROPER MATERIALS AND BOLTING

PROCEDURES PRIOR TO BOLTING.

2. OBSERVATION OF BOLTING DURING BOLTING TO

ASSURE PROPER ASSEMBLIES AND TECHNIQUES

ARE EMPLOYED.

3. DOCUMENTATION OF ACCEPTED AND REJECTED

BOLTING AFTER BOLTING IS COMPLETED.

4. SNUG-TIGHT JOINTS

5. PRE-TENSIONED AND SLIP CRITICAL JOINTS USING

TURN- OF-NUT WITH MATCHMARKING, TWIST-OFF

BOLT OR DIRECT TENSION INDICATOR METHODS OF

INSTALLATION.

6. PRE-TENSIONED AND SLIP CRITICAL JOINTS USING

TURN-OF-NUT WITHOUT MATCHMARKING OR

CALIBRATED WRENCH METHODS OF INSTALLATION.

MATERIAL VERIFICATION OF STRUCTURAL STEEL AND COLD

FORMED METAL DECK:

STRUCTURAL STEEL IDENTIFICATION MARKINGS TO

CONFORM TO AISC 360

MATERIAL VERIFICATION OF WELD FILLER MATERIALS:

IDENTIFICATION MARKINGS TO CONFORM TO AWS

SPECIFICATION IN THE APPROVED CONSTRUCTION

DOCUMENTS

INSPECTION OF STEEL FRAME JOINT DETAILS FOR

COMPLIANCE:

1. BRACING AND STIFFENING DETAILS

2. MEMBER LOCATIONS

3. APPLICATION OF JOINT DETAILS AT EACH

CONNECTION

SHOP FABRICATED STEEL:

STRUCTURAL STEEL ELEMENTS FABRICATED AT SHOP

WHICH IS FULLY AISC CERTIFIED, WITH DETAILED

FABRICATION AND QUALITY CONTROL PROCEDURES

FABRICATED AT SHOP OTHER THAN ABOVE:

SPECIAL INSPECTOR PROVIDES INSPECTIONS IN SHOP

INSPECTION OF WELDING:

1. COMPLETE AND PARTIAL JOINT PENETRATION

GROVE WELDS

2. MULTI-PASS FILLET WELDS

3. SINGLE-PASS FILLET WELDS > 5/16"

4. PLUG AND/OR SHOT WELDS

5. SINGLE-PASS FILLET WELDS ≤ 5/16"

6. FLOOR AND ROOF DECK WELDS

- X

AISC 360, SECTION

A3.3 AND

APPLICABLE ASTM

STANDARDS

- X

AISC 360,

SECTION M2.5

AISC 341-16

CHAPTER J,

TABLES J7-1,

J7-3, J7-2

- X

AISC 360, SECTION

N5.6

X -

AISC 360, SECTION

N5.6

- X

AISC 360, SECTION

A3.1

- X

AISC 360, SECTION

A3.5 AND

APPLICABLE AWS

A5 DOCUMENTS

1705.2.1 AND

1705.2.2

X 1704.3.2

NOT REQUIRED 1704.2.5NOT REQUIRED

ALL INSPECTIONS PER STEEL

SECTION

1704.2.5

- X

- X

X -

X -

X -

X -

AWS D1.3

AWS D1.1

AISC 360,

SECTION N5.4

1704.3.1

COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS

OF THE CONSTRUCTION DOCUMENTS AND THE APPROVED

SUBMITTALS SHALL BE VERIFIED

REQUIRED INSPECTIONS AND VERIFICATIONS FOR MASONRY CONSTRUCTION

TYPE CONTINUOUS PERIODIC REFERENCE STANDARD IBC REFERENCE

VERIFICATION OF (f'm) PRIOR TO CONSTRUCTION

VERIFICATION OF SLUMP FLOW AND VSI AS DELIVERED

TO THE SITE FOR SELF-CONSOLIDATING GROUT

AS MASONRY CONSTRUCTION BEGINS, THE FOLLOWING

SHALL BE VERIFIED TO ENSURE COMPLIANCE:

1. PROPORTIONS OF SITE-PREPARED MORTAR

2. CONSTRUCTION OF MORTAR JOINTS

3. LOCATION OF REINFORCEMENT, CONNECTORS

AND ANCHORAGES

DURING CONSTRUCTION THE INSPECTION PROGRAM

SHALL VERIFY:

1. SIZE AND LOCATION OF STRUCTURAL ELEMENTS

2. TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING

OTHER DETAILS OF ANCHORAGE OF MASONRY TO

STRUCTURAL MEMBERS, FRAME OR OTHER

CONSTRUCTION

3. SPECIFIED SIZE, GRADE AND TYPE OF

REINFORCEMENT, ANCHOR BOLTS AND

ANCHORAGES

4. PREPARATION, CONSTRUCTION AND PROTECTION

OF MASONRY DURING COLD WEATHER

(TEMPERATURES BELOW 40°F) OR HOT WEATHER

(TEMPERATURES ABOVE 90°F)

GROUT PLACEMENT SHALL BE VERIFIED TO ENSURE

COMPLIANCE

PREPARATION OF ANY REQUIRED GROUT SPECIMENS,

MORTAR SPECIMENS AND/OR PRISMS SHALL BE

OBSERVED

PRIOR TO GROUTING, THE FOLLOWING SHALL BE VERIFIED

TO ENSURE COMPLIANCE:

1. GROUT SPACE IS CLEAN

2. PLACEMENT OF REINFORCEMENT, CONNECTORS

AND ANCHORAGES

3. PROPORTIONS OF SIT-PREPARED GROUT

4. CONSTRUCTION OF MORTAR JOINTS

X TMS 602/ACI 530.1/ASCE 6a

Art. 1.5

X TMS 602/ACI 530.1/ASCE 6a

Art. 1.4B

TMS 602/ACI 530.1/ASCE 6a Art. 1.5B.1b.3

X

X TMS 602/ACI 530.1/ASCE 6a

Art. 2.6A, 3.3B, 3.4, 3.6A

X

TMS 602/ACI 530.1/ASCE 6a Art. 1.8C, 1.8D, 2.4, 3.3F, 3.4;

TMS 402/ACI 530/ASCE 5a Sec. 1.2.2(e), 1.15, 1.16.1;

IBC Sec. 2104.3, 2104.4

X

TMS 602/ACI 530.1/ASCE 6a Art. 2.6B, 3.2D, 3.3B, 3.4;

TMS…