City of Florence   Lane County, Oregon 

  

VOLUME 2 ‐ Project Drawings  

FOR THE CONSTRUCTION OF 

Miller Park Restroom & Concessions Building  

October 2018 Project No. 1503‐0016 

  

                                                   Prepared By: 

Civil West Engineering Services, Inc. 486 E Street • Coos Bay, Oregon 97420 • Ph. 541.266.8601, Fax 541.266.8681• www.civilwest.com 

609 SW Hurbert Street • Newport, OR 97366 •Ph. 541.264.7040, Fax 541.264.7041 10558 Hwy 62, Ste B‐1 • Eagle Point, OR 97524 • Ph. 541‐326‐4828 

213 Water Ave., Suite 100 • Albany, OR 97321  

PROJECT NO. 1503-016

MILLER PARK

CITY OF FLORENCE

MILLER PARK RESTROOM &

CONCESSIONS BUILDING

JULY 2018

PROJECT

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PROJECT LOCATION: MILLER PARK, CITY OF FLORENCE

MAP & TAX LOT # 18122710100

CIVIL ENGINEER

CIVIL WEST ENGINEERING

486 E STREET

COOS BAY, OREGON 97420

541-266-8601

STRUCTURAL ENGINEER

PRECISION STRUCTURAL

ENGINEERING

BRIANH@STRUCTURE1.COM

541-850-6300

CITY OF FLORENCE

MIKE MILLER

250 US HWY 101

FLORENCE, OREGON 97439

541-997-4106

CENTRAL LINCOLN PUD

ROBIN HICKS

966 HWY 101

FLORENCE, OR 97439

rhicks@cencoast.com

541-997-5617

(alt) 541-997-3414

CHARTER SPECTRUM

JOSHUA LIGHTNER

joshua.lightner@charter.com

541-921-9189

CENTURY LINK

CHRISTOPHER SILVA

christopher.j.silva@centurylink.com

p: 541-608-4511

m: 541-255-5370

COASTCOM BY WAVE

PETE KALNINS

pete@coastcom.net

541-351-0157

1. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE

RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH 952-001-0090. YOU MAY OBTAIN A COPY OF THE RULES BY CALLING THE

CENTER.

NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987.

STAT. AUTH.: ORS 757.542 THROUGH ORS 757.562 AND ORS 757.993.

2. THE CONTRACTOR SHALL CONTACT 'ONE CALL' FOR UTILITY LOCATES PRIOR TO EXCAVATION. (1-800-332-2344)

3. EXISTING UTILITIES (INCL. WATERLINES, METER BOXES, VALVES, SANITARY SEWER LINES, POWER LINES, TELECOMMUNICATIONS

LINES, ETC.) MAY NOT BE SPECIFICALLY INDICATED ON THE DRAWINGS BUT DO EXIST WITHIN THE PROJECT AREA. CONTRACTOR

SHALL LOCATE PRIOR TO THE START OF CONSTRUCTION.

4. THIS PROJECT SHALL COMPLY WITH ALL OREGON BUILDING CODE REQUIREMENTS AND STANDARDS AND ALL APPLICABLE LOCAL,

STATE, AND FEDERAL AGENCY REGULATIONS.

5. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO ANY WORK AND SHALL BE RESPONSIBLE

FOR ALL WORK AND MATERIALS INCLUDING THOSE FURNISHED BY SUBCONTRACTORS.

6. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS: DO NOT SCALE DRAWINGS TO DETERMINE ANY LOCATIONS. CONTRACTOR

SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO CONTINUING WITH THE WORK.

7. CONTRACTOR SHALL REVIEW THE DRAWINGS THOROUGHLY BEFORE PROCEEDING WITH ANY WORK. ANY DISCREPANCIES FOUND

WITHIN THESE DOCUMENTS SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION IMMEDIATELY. CONTRACTOR SHALL NOT

PROCEED WITH ANY WORK HE KNOWS TO BE IN CONFLICT WITH OTHER WORK, OR IS NOT APPROVED BY CODE, UNTIL RESOLVED

BY THE ENGINEER.

8. CONTRACTOR SHALL MAINTAIN GENERAL LIABILITY INSURANCE AND WORKER'S COMP INSURANCE AS PER SPECIFIC MINIMUM

STATE REQUIREMENTS.

9. CONTRACTOR SHALL VERIFY ASSUMED SOIL BEARING CAPACITY. IF SITE SOILS DO NOT MEET OR EXCEED THE ASSUMED SOIL

BEARING CAPACITY, CONTRACTOR SHALL MODIFY SOIL CONDITIONS TO SATISFY CRITERIA, PER STRUCTURAL GENERAL NOTES,

SHEET S1. BACKFILL AROUND BUILDING TO PROVIDE SLOPE AWAY FROM BUILDING NOT LESS THAN A 5% SLOPE FOR A MINIMUM

DISTANCE OF 10' FROM THE BUILDING.

10. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AT

ALL TIMES.

11. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS AND METHODS AND SHALL MAINTAIN THE

STRUCTURAL INTEGRITY OF ANY CONSTRUCTION UNTIL ALL FINAL LATERAL AND VERTICAL LOAD CARRYING SYSTEMS ARE

COMPLETED.

12. THE OWNER / CONTRACTOR MAY EXERCISE DISCRETION IN SELECTING THE FINAL LOCATION FOR NON-DIMENSIONED

ACCESSORIES AND FIXTURES (E.G. LIGHTS, COMFORT HEATERS, ETC.), BUT SHALL ENSURE THAT ALL ACCESSORIES AND

FIXTURES COMPLY WITH CODE REQUIREMENTS AND ADA GUIDELINES.

13. ENGINEER IS NOT RESPONSIBLE FOR ANY SITE DESIGN OR SITE ENGINEERING AND WILL NOT BE HELD ACCOUNTABLE OR LIABLE

FOR ANY ISSUES RELATED TO THIS SITE. IT IS THE OWNER'S RESPONSIBILITY TO ACCURATELY LOCATE THIS BUILDING, SET FLOOR

AND ADJACENT ELEVATIONS, DETERMINE SITE IS SUITABLE FOR CONSTRUCTION, VERIFY ALL UTILITIES, ETC.

14. ENGINEER IS NOT RESPONSIBLE FOR ANY PLUMBING OR MECHANICAL DESIGN AND WILL NOT BE HELD ACCOUNTABLE OR LIABLE

FOR ANY SUCH ISSUES. ELECTRICAL, MECHANICAL, AND PLUMBING WORK SHALL CONFORM TO THE REQUIREMENTS OF THE

CURRENT NEC, UMC, UPC, RESPECTIVELY.

AC ASPHALT CONCRETE PAVEMENT

BLDG BUILDING

BM BENCH MARK

CTR CENTER

EL ELEVATION

FD FLOOR DRAIN

GFI GROUND FAULT CIRCUIT INTERRUPTER

OC ON CENTER

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PVC POLY VINYL CHLORIDE PIPE

SS SANITARY SEWER

SW SIDEWALK

T&G TONGUE AND GROOVE

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

W/ WITH

WH WATER HEATER

WM WATER METER

WV WATER VALVE

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2014 OREGON STRUCTURAL SPECIALTY CODE

OCCUPANCY TYPE: U

CONSTRUCTION TYPE: VB

AREA OF BUILDING: 1,408 SF

ALLOWABLE AREA: 5,500 SF (OKAY)

HEIGHT: 16'-0"

HEIGHT ALLOWABLE: 40'-0" (OKAY)

GENERAL

G001 - COVER

G002 - GENERAL NOTES, ABBREVIATIONS, & SHEET INDEX

ARCHITECTURAL

A100 - SITE + EXISTING UTILITIES PLAN

A101 - FLOOR PLAN

A102 - ROOF PLAN

A201 - BUILDING ELEVATIONS

A202 - BUILDING ELEVATIONS

A301 - BUILDING SECTIONS

A302 - SECTION DETAILS

A501 - BUILDING DETAILS

A502 - ADA RESTROOM DETAILS

A503 - STEEL FRAMED VENT DETAILS

A504 - WINDOW DETAILS

STRUCTURAL

S1 - GENERAL NOTES

S1.1 - GENERAL NOTES

S1.2 - GENERAL NOTES

S1.3 - GENERAL NOTES

S1.4 - SPECIAL INSPECTIONS

S2 - FOUNDATION PLAN

S2.1 - FOUNDATION DETAILS

S2.2 - FOUNDATION DETAILS

S2.3 - WALL DETAILS

S2.4 - WALL DETAILS

S3 - ROOF FRAMING PLAN

S3.1 - ROOF DETAILS #1

S3.2 - ROOF DETAILS #2

ELECTRICAL

E101 - ELECTRICAL PLAN

BUILDING

CONCRETE BLOCK SPLIT FACE CONCRETE MASONRY UNITS (CMU BLOCK) WITH MORTAR JOINTS. COLOR: WILLAMETTE

GRAYSTONE "DESERT TAN". ALL INTERIOR WALLS SHALL BE PAINTED WHITE.

STANDING SEAM METAL ROOF 24 GA. 1-1/2" RIB STANDING SEAM METAL PANEL, BY PAC-CLAD OR APPROVED EQUAL. COLOR: PETERSON

PAC-CLAD "AWARD BLUE", OR OTHER AS APPROVED BY OWNER. STANDING SEAM METAL PANELS SHALL

BE INSTALLED OVER 30 LB ROOFING FELT UNDERLAYMENT ON 5/8" OSB DECKING.

WOOD ALL VISIBLE WOOD (GLULAMS, SILL PLATES, T&G DECKING, ETC.) SHALL BE FINISHED WITH EXTERIOR

GRADE POLYURETHANE SEMI-TRANSPARENT STAIN. COLOR: SHERWIN-WILLIAMS WOODSCAPES

CROSSROADS SW3521, OR OTHER AS APPROVED BY OWNER. GLU-LAMS SHALL RECEIVE AN ADDITIONAL

APPLICATION OF MANUFACTURER RECOMMENDED CLEAR COAT FINISH SEALER, APPLIED ON SITE BY

INSTALLER. A COLORLESS END SEALER SHALL BE APPLIED TO ENDS OF MEMBERS AFTER END TRIMMING.

CONCRETE CONCRETE SLAB FLOORS SHALL BE FINISHED WITH A WATER BASED CONCRETE SEALER (PROVIDED BY

INSTALLER). IN ROOMS WITH FLOOR DRAINS, THE SLAB SHALL BE SLOPED AT 2% MAX (1% MIN) TO

PROVIDE POSITIVE DRAINAGE TOWARD DRAINS.

LOUVERED VENTS FIXED LOUVERS FOR PASSIVE VENTILATION. COLOR: PETERSON PAC-CLAD "AWARD BLUE", OTHER OTHER

AS APPROVED BY OWNER.

WIRE MESH WIRE WEAVE MESH SHALL BE PLAIN STEEL, COLD ROLLED WITH 1-INCH SQUARE OPENINGS; WIRE

DIAMETER: 0.135; INTERCRIMP WEAVE WITH 78% OPEN AREA; 1.04 POUNDS PER SQUARE FOOT; POWDER

COAT COLOR: BLACK. INSTALL WITH ANGLE IRON FRAME AS DETAILED, AND PROVIDE INSECT SCREEN ON

INTERIOR FACE.

INSECT SCREEN 18 OPENINGS ACROSS X 16 OPENINGS DOWN, PER SQUARE INCH. DIAMETER: 0.011-INCH. COLOR:

CHARCOAL.

DOORS

DOORS STEELCRAFT SL SERIES. 20 GA. HONEY COMB CORE METAL DOOR WITH ADA-COMPLIANT LEVER DOOR

LOCKS. DOOR MAY BE OPENED FROM INSIDE WITHOUT A KEY, SPECIAL KNOWLEDGE OR EFFORT. 5 LB

MAX. OPENING EFFORT. PAINTED: KYNAR 500 "AWARD BLUE"

FRAMES SLEELCRAFT F16 FLUSH FRAME, OR APPROVED EQUAL, PAINTED: KYNAR 500 "AWARD BLUE"

CLOSER HANGER 5200 SERIES, OR APPROVED EQUAL. FINISH: US26D

HINGES HAGER ECBB1101NRP, OR APPROVED EQUAL. FINISH: US32D. THREE MORTISE HINGES PER DOOR

KICK PLATES HAGER 198S, OR APPROVED EQUAL. FINISH: US32D

HANDLES HAGER 3573 2-3/4" WTN-SCC-ASA OR APPROVED EQUAL. FINISH: US26D

RESTROOM

FAUCET DELTA 87T111 LEVER METERING FAUCET WITH VANDAL RESISTANT AERATOR AND MIXING TEE

COVER PLATE DELTA 87T151

GRAB BARS BREY KRAUSE D-78XX-XX

LAVATORY JUST MANUFACTURING CO. A-33338 WALL HUNG STAINLESS STEEL

UNDER SINK PIPE COVER LAVGUARD 2 UNDERSINK PIPING COVERS, #101E-1 & #401W

MIRROR BOBRICK B-1652436 (X1 PER LAVATORY)

HAND DRYER BRADLEY 2902-287400 (X1 PER RESTROOM)

SOAP DISPENSER BOBRICK B-2111 (X1 PER LAVATORY)

TOILET PAPER DISPENSER BOBRICK B-2888 (X1 PER TOILET)

TOILET METCRAFT 4115 WALL-MOUNT STAINLESS STEEL

SIGNS KROY BRAILLE RESTROOM SIGNS, (X1) WOMEN W/ISA & (X1) MEN W/ISA

DRINKING FOUNTAIN ELKAY TWO LEVEL SOFT SIDES WALL MOUNT DRINKING FOUNTAIN

LIGHTS

EXTERIOR SCONCE WF HARRIS LIGHTING, INC. MODEL 300-LED VANDAL RESISTANT WALL LUMINAIRE

INTERIOR LITHONIA LBL SERIES LED WRAP FIXTURES (2FT OR 4FT AS NOTED ON PLANS)

CONCESSIONS

ROLL UP CURTAIN OVERHEAD DOOR CORPORATION, MODEL 651 STAINLESS STEEL CURTAIN, FACE-OF-WALL MOUNTING WITH

F-158 FABRICATED INTERLOCKING SLATS. INCLUDE SLIDE BOLT LOCKS SUITABLE FOR USE WITH PADLOCK.

KITCHEN SINKS REGENCY 41" 16 GA. TYPE 304 SS TWO-COMPARTMENT SINK

RECENCY 28" 16" GA. TYPE 304 SS ONE-COMPARTMENT SINK

BUILDER & PLUMBER SHALL VERIFY OWNER'S DESIRED QUANTITY AND LOCATION PRIOR TO

CONSTRUCTION

SUPPLY ONE (1) T&S B-0231-CR WALL MOUNTED PANTRY FAUCET PER SINK, WITH 8" ADJUSTABLE

CENTERS, 12" SWING NOZZLE, AND CERAMA CARTRIDGES.

WATER HEATER 20 GALLON COMPACT ELECTRIC WATER HEATER. KENMORE 32607 OR APPROVED EQUAL.

HEATING / AC UNIT 24,000 BTU TRANE 30A UNIT, SEE ELECTRICAL NOTE #9, SHEET E101

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SCALE: 1" = 20'-0"

SITE / EXISTING UTILITIES PLAN

A100

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EXISTING 1" HDPE

SERVICE INTO

METER BOX

2" PVC FOR PRESSURE SS,

DISCHARGE INTO 18TH CT.

2" PVC WTR, METERED

FROM 18TH CT.

UNKNOWN

WHERE SEWER

SERVICE TURNS

INTO BUILDING

DASHED LINES REPRESENT GRID

OF IRRIGATION WELL WATER IN

VARIOUS SIZES FROM 2"-4" PVC

2" WATER CONTINUES TO

DRINKING FOUNTAIN EAST

OF SKATE PARK

PLACE BUILDING TO LINE NEW

CONCRETE UP WITH EDGE OF

EXISTING PICNIC AREA

EXISTING STORAGE &

CONCESSIONS BUILDING

TO BE DEMOLISHED

EXISTING

UNDERGROUND

POWER

THESE PIPES ARE COMMON

TRENCHED AND HAVE

MINIMAL SEPARATION

APPROXIMATE LOCATION OF FUTURE

GRINDER PUMP. GRINDER PUMP TO BE

SELECTED BY OWNER

RE-ROUTE ALL UTILITIES AROUND

BUILDING. NO ACTIVE UTILITIES

SHALL PASS UNDERNEATH

BUILDING FOUNDATION

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FLOOR PLAN

A101

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15'-4"

20'

5'

5'

4'-8"

8'-8"

44'

6'

7'-4" 16'-8" 24'

12'-8"

PONY WALL

48'

14'-8"

6'

4'-8" 10' 9'-4"

9'

24' 6'

10'-4"

8" MORTAR JOINT CMU BLOCK, RUNNING

BOND PATTERN, REINFORCED & GROUT

FILLED, SPLIT FACE ON EXTERIOR SIDE,

SMOOTH FACE ON INTERIOR

4" MORTAR JOINT CMU BLOCK, RUNNING

BOND PATTERN, REINFORCED & GROUT

FILLED, SMOOTH FACE

10'-4"

SERVICE COUNTER

REFRIGERATORS

(BY OTHERS)

STORAGE SHELVES

(BY OTHERS)

10'-0" X 4'-8" ROLL-UP

CONCESSION WINDOW

2

A201

2

A202

1

A202

1

A201

1

A301

2

A301

SHEET NOTES:

1. IN ROOMS WITH FLOOR DRAIN, FINISHED FLOOR SHALL

SLOPE TOWARD DRAIN AT 2% MAX (1% MIN).

2. PROVIDE BLOCKOUTS FOR PLUMBING, MECHANICAL, &

ELECTRICAL AS REQUIRED. COORDINATE WITH SUBS.

3. ALL RESTROOM PARTITION DOORS SHALL BE EQUIPPED

WITH SELF CLOSING DEVICE. A LOOP OR U SHAPED

HANDLE WILL BE PROVIDED ON THE INSIDE AND OUTSIDE

OF THE ADA STALL DOOR WITH HARDWARE NOT

REQUIRING GRASPING OR TWISTING.

WALL-MOUNT

PORTABLE FIRE

EXTINGUISHER

A

A

A

A

A

A A

A

B

A A

A B

36"x84" SOLID INSULATED METAL

DOUBLE DOORS WITH REMOVABLE

CENTER POST & STEEL FRAME

48"x84" SOLID

INSULATED METAL

DOOR WITH STEEL

FRAME & LOUVER

VENT

36"x84" SOLID

INSULATED

METAL DOOR

WITH STEEL

FRAME, TYP.

72"X16" FIXED WINDOW

4'

WALL MOUNTED

BABY CHANGING

TABLE

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SCALE: 1/8" = 1'-0"

ROOF PLAN

A102

N

BUILDING OUTLINE

SL

OP

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LO

PE

CONTINUOUS

GUTTER

DOWNSPOUT

DOWNSPOUT

CONTINUOUS

GUTTER

2'

2'

6'

2'

2'

2'

22'-8"

25'-4"

48'

28'

24'

52'

DOWNSPOUT

ROOF RIDGE LINE

2X6 T&G CEILING,

PERPENDICULAR TO

ROOF FRAMING

STANDING

SEAM METAL

ROOF

EQ. EQ.EQ.EQ.

7'-8"

7'-4"

EQ.EQ.EQ.EQ.

32"X48" FIXED SKYLIGHT

SHEET NOTES:

1. SKYLIGHTS SHALL BE FIXED PAN, SELF-FLASHING

SKYLIGHTS, APPROXIMATELY 32" X 48". INSTALL PER

MANUFACTURER'S RECOMMENDATIONS.

GLU-LAM BEAM, TYP.

SEE STRUCTURAL

VANDAL RESISTANT WALL

MOUNT LIGHT, TYP.

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OREGON

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EXPIRATION DATE: 12/31/19

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SCALE: 1/8" = 1'-0"

NORTH ELEVATION

A201

2

SCALE: 1/8" = 1'-0"

SOUTH ELEVATION

A201

MEN'S RESTROOM SIGN

WITH BRAILLE PER ADA

WOMEN'S RESTROOM SIGN

WITH BRAILLE PER ADAELKAY SOFT SIDES BI-LEVEL

DRINKING FOUNTAINS, OR

APPROVED EQUAL, SEE

DETAIL

24 GA. STANDING SEAM METAL

ROOF WITH KYNAR500 COATING,

COLOR: TBD BY OWNER

36"x84" SOLID INSULATED

METAL DOOR WITH STEEL

FRAME, TYP.

SPASH BLOCK

CONTINUOUS RAIN

GUTTER & DOWNSPOUT

2'-8"

4'

16'

10'-3"

16'

4'

24 GA. STANDING SEAM METAL

ROOF WITH KYNAR500 COATING,

COLOR: TBD BY OWNER

CONTINUOUS RAIN

GUTTER & DOWNSPOUT

SPASH BLOCK

36"x84" SOLID INSULATED METAL

DOUBLE DOORS WITH REMOVABLE

CENTER POST & STEEL FRAME

VANDAL RESISTANT WALL

MOUNT LIGHT, TYP.

1

A301

2

A301

STEEL ROLL UP CURTAIN,

SEE DETAIL

6

A501

GLU-LAM BEAMS, SEE

STRUCTURAL

72"X16" FIXED WINDOW

2

A503

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SCALE: 1/8" = 1'-0"

EAST ELEVATION

A202

2

SCALE: 1/8" = 1'-0"

WEST ELEVATION

A202

LOUVERED VENT, SEE

DETAIL

12

3

9'-4"

4'

13'-2"

16'

8'-8"

14'-8"

3'-10"

36"x84" SOLID INSULATED

METAL DOOR WITH STEEL

FRAME

SPASH BLOCK

48"x84" SOLID INSULATED

METAL DOOR WITH STEEL

FRAME

36"x84" SOLID INSULATED

METAL DOOR WITH STEEL

FRAME, TYP.

LOUVERED VENT, SEE

DETAIL

ELKAY SOFT SIDES BI-LEVEL

DRINKING FOUNTAINS, OR

APPROVED EQUAL, SEE DETAIL

ELKAY SOFT SIDES BI-LEVEL

DRINKING FOUNTAINS, OR

APPROVED EQUAL, SEE DETAIL

12

3

9'-4"

8'-8"

24 GA. STANDING SEAM METAL

ROOF WITH KYNAR500 COATING,

COLOR: TBD BY OWNER

24 GA. STANDING SEAM METAL

ROOF WITH KYNAR500 COATING,

COLOR: TBD BY OWNER

SPASH BLOCK

VANDAL RESISTANT WALL

MOUNT LIGHT, TYP.

VANDAL RESISTANT WALL

MOUNT LIGHT, TYP.

1

A503

2

A503

14'-8"

3'-10"

2' TALL X 3'-4" WIDE

LOUVERED VENT FOR

FAMILY RESTROOM

FAMILY RESTROOM SIGN

WITH BRAILLE PER ADA

2X6 CEILING JOISTS @

24" O.C. W/ 1/2"

PLYWOOD BOTH SIDES

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EXPIRATION DATE: 12/31/19

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SCALE: 1/4" = 1'-0"

EAST BUILDING SECTION

A301

3

A302

1

A302

2

A302

6

A501 REFRIGERATORS (AND

OTHER APPLIANCES) BY

OTHERS

3

A503

9'-4"

8'-8"

12'-8"

16'

1

SCALE: 1/4" = 1'-0"

CONCESSIONS BUILDING SECTION

A301

2

ANCHOR 2X6 RIM JOIST TO

BLOCK WALL W/ 1/2" X 4-1/2"

HILTI KWIK BOLTS @ 24" O.C.,

TYP.

10'

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OREGON

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EXPIRATION DATE: 12/31/19

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CONTINUOUS RAIN

GUTTER & DOWNSPOUT

STANDING SEAM METAL

ROOF ON ROOFING FELT

OVER 5/8" OSB

2X6 T&G

DECKING

2X6 EAVE FASCIA, ATTACH W

10d X 3" (MIN.) NAILS @ 12" O.C.

GLU-LAM BEAM,

SEE STRUCTURAL

FASTEN DECKING TO

GLU-LAM (2-10d NAILS

PER BOARD TO GLU-LAM)

2'

3

12

1

SCALE: 1-1/2" = 1'-0"

EAVE CONNECTION DETAIL, TYP.

A302

31

SCALE: 2" = 1'-0"

ROOF RIDGE DETAIL

A302

ROOF RIDGE CAP,

VENTED

Z-FLASHING

5/8" OSB

SHEATHING

30 LB. ROOFING FELT

UNDERLAYMENT

24 GA. STANDING SEAM

METAL ROOF

2X6 T&G DECKING

1

SCALE: 2" = 1'-0"

CANTILEVER RIDGE DETAIL

A302

2X6 EAVE FASCIA, ATTACH

W/ 10d X 3" (MIN.) NAILS @

12" O.C.

Z-FLASHING

24 GA. STANDING SEAM

METAL ROOF

30 LB. ROOFING FELT

UNDERLAYMENT

5/8" OSB

SHEATHING

2X6 T&G DECKING

2

GLU-LAM BEAM, SEE

STRUCTURAL

1'

9"

RIDGE BEAM, SEE

STRUCTURAL

DOUBLE-BEVELED

BLOCKING W/ 2"

AIR GAP, SEE

STRUCTURAL

GLU-LAM RAFTER

BEAM, SEE

STRUCTURAL

NOTCH END OF

BEAM AS

SHOWN

BEVELED PLATE

EMBEDDED

MECHANICAL BOLT,

SEE STRUCTURAL

1-3/4" LVL BLOCKING

W/ SCREENED AND

VENTED HOLE, TYP.

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OREGON

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EXPIRATION DATE: 12/31/19

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3"

36" MAX

SPOUT HT.

27" MIN.

6"

MAX.

9"

8" MIN.

17" MIN.

19" MAX.

1

SCALE: 2" = 1'-0"

DOOR HEADER DETAIL

A501

1

SCALE: 2" = 1'-0"

DOOR JAMB DETAIL

A501

1

SCALE: 2" = 1'-0"

DOOR THRESHOLD DETAIL

A501

1

SCALE: 1" = 2'-0"

ADA DRINKING FOUNTAIN DETAIL

A501

DOOR BOTTOM

ALUMINUM COMMERCIAL

SADDLE THRESHOLD

REINFORCING, SEE

STRUCTURAL

1

7

8

"

GROUT

SOLID

CLEAR SEALANT,

BOTH SIDES

REBAR IN BOND BEAM,

SEE STRUCTURAL

SLAB FLUSH &

LEVEL ONLY AT

DOORWAY

SLOPE:

1

4

" :12"

10'-0" WIDE X 4'-8" TALL

STEEL ROLL UP CURTAIN W/

F128 SLAT PROFILE

16 GA. STAINLESS STEEL COUNTER

SET OVER STEEL FRAME, APPLY

SEALANT AT END GAPS

1/2"Ø X 4-1/2" EXPANSION

ANCHOR BOLTS

2'-8"

4'-8"

7'-4"

ADA CLEARANCES TO MATCH

DRINKING FOUNTAIN DETAIL,

SEE DETAIL

5

A501

SLAT GUIDE - INSTALL PER

MANUFACTURER'S

INSTRUCTIONS

STEEL FRAME, POWDER

COATED BLACK

1

SCALE: 2" = 1'-0"

ROLL-UP CURTAIN CASING DETAIL

A501

1

SCALE: 1" = 1'-0"

CONCESSIONS ROLL UP CURTAIN

A501

GROUT SOLID

DOOR CLIP @ 24", 48", & 72"

REBAR @ JAMBS, SEE

STRUCTURAL

1

4

"

2"

1

4

"

4"

7

3

4

"

24

3 5

6

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OREGON

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EXPIRATION DATE: 12/31/19

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SCALE: 1/2" = 1'-0"

ADA RESTROOM DETAILS

A502

4"

2'-3"

4'-5"

6'-8"

4'-6"

5'-6"

ADA APPROVED SIGNS

SOAP DISPENSER

MIRROR W/ S.S. FRAME

3'-4"

27" MIN.

34" MAX.

40" MAX.

B.O.

MIRROR

27" MIN.

34" MAX.

9"

8"

MIN.

6"

MAX.

17" MIN.

19" MAX.

36" MIN.

12" MIN. 24" MIN.

1'-6"

1'-6"

33" MIN.

36" MAX.

39" MIN.

41" MAX.

12"

MAX.

54" MIN.

1'-6"

39" MIN.

41" MAX.

36"

MAX.

2'-5"

SANITARY NAPKIN

DISPOSABLE UNIT

TOILET TISSUE

DISPENSER

42" GRAB BAR

36" GRAB BAR

1'-5"

3'-8"

5'-10"

1'

2'-10"

H.C. DOOR

2'-6"

SANITARY NAPKIN

DISPENSER UNIT

HAND DRYER

PAPER TOWEL

DISPENSER

48" FORWARD REACH

54" SIDE APPROACH

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OREGON

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EXPIRATION DATE: 12/31/19

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1

SCALE: 1/2" = 1'-0"

RESTROOM LOUVERED GABLE VENT

A503

1/2" X 3-3/4" HILTI KBIII EXPANSION

ANCHORS 3-1/2" EMBEDMENT @

16" O.C. IN PRE-CUT HOLES

1'-4"

#14 X 1" GALVANIZED WOOD

SCREWS @ 8" O.C. IN PRE-CUT

HOLES

A503

1

2X6 T&G DECKING

STANDING SEAM METAL

ROOF ON ROOFING FELT ON

5/8" OSB

#14 X 1" WOOD SCREW

LOUVERED VENT, INSTALL

PER MANUFACTURER'S

RECOMMENDATIONS

REINFORCING IN TOP

COURSE, SEE STRUCTURAL

APPLY 1/4" BEAD OF

SEALANT ON JAMBS & SILL

2'

1

SCALE: 1-1/2" = 1'-0"

ROOF RAKE & WIRE MESH VENT DETAIL

A503

2X SUB-FASCIA, ATTACH

TO DECKING W/ 10d X 3"

MIN NAILS @ 12" O.C.

GLU-LAM BEAM, SEE

STRUCTURAL

2X6 EAVE FASCIA, ATTACH W 10d X 3"

(MIN.) NAILS @ 12" O.C., ALTERNATING

BETWEEN DECKING & SUB-FASCIA

RAKE FLASHING

4'-8" 1'-4"

3

1

2

"

3'-8

7

8

"

VERIFY IN FIELD

WIRE WEAVE

MESH INSERT

#14X 1" WOOD

SCREW @ 8" O.C.

#14X 1"

WOOD

SCREW

2X BLOCKING

1

SCALE: 1-1/2" = 1'-0"

CONCESSION WALL SOFFIT VENT DETAIL

A503

GLU-LAM BEAM,

SEE STRUCTURALGLU-LAM BEAM,

SEE STRUCTURAL

1

SCALE: 1" = 1'-0"

CONCESSION WALL SOFFIT VENT ELEVATION

A503

2

4

3

3'-9

1

2

"

2'-7

1

2

"

2'-3

1

2

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8"8'

2X BLOCKING

2X WOOD BLOCKING,

PAINTED

A503

3

WIRE WEAVE

MESH INSERT

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N93839PE

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EXPIRATION DATE: 12/31/19

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SCALE: 2" = 1'-0"

WINDOW SILL DETAIL

A504

1

SCALE: 2" = 1'-0"

WINDOW HEADER DETAIL

A504

CONTINUOUS BACKER

ROD & SEALER PER

MANUFACTURER'S

RECOMMENDATIONS

1

SCALE: 2" = 1'-0"

WINDOW JAMB DETAIL

A504

23

VINYL PICTURE WINDOW

FOR BLOCK FRAME.

MILGARD SERIES 8360,

OR APPROVED EQUAL.

CONTINUOUS BACKER

ROD & SEALER PER

MANUFACTURER'S

RECOMMENDATIONS

VINYL PICTURE WINDOW

FOR BLOCK FRAME.

MILGARD SERIES 8360,

OR APPROVED EQUAL.

REBAR IN BOND BEAM,

SEE STRUCTURAL

REINFORCING PER

STRUCTURAL

1

2

"

1

2

"

1

2

"

VINYL PICTURE WINDOW

FOR BLOCK FRAME.

MILGARD SERIES 8360,

OR APPROVED EQUAL.

CONTINUOUS BACKER

ROD & SEALER PER

MANUFACTURER'S

RECOMMENDATIONS

GFI GFI GFI GFI

GFI GFIGFI

GFI

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EXPIRATION DATE: 6/30/19

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ELECTRICAL PLAN

E101

N

LITHONIA LBL2 LP835 2' LED FIXTURE WRAP

LITHONIA LBL4 LP835 4' LED FIXTURE WRAP

PHOTOCELL

WFHARRIS LIGHTING, MODEL 300-LED.

SINGLE POLE SWITCH MOUNTED AT 48"

20A 4-PLEX GROUND FAULT CIRCUIT

INTERRUPTER RECEPTACLE MOUNTED AT 48"

POWER METER W/ 30 POSITION PANEL

20A DUPLEX GROUND FAULT CIRCUIT

INTERRUPTER RECEPTACLE MOUNTED AT 15"

WALL-MOUNTED HEATING/AC UNIT

EXIT SIGN WITH EMERGENCY LIGHTS

ECONOLIGHT E-XCL WITH RED LETTERS

RECEP.RECEP.

LIGHTSLIGHTSWATER

HEATER

30A/2

FRIDGEFRIDGE

20A/1

FRIDGE

200A

SERVICECLPUD 120/240V

NEMA 4X DIRECT

SOCKET METER,

CONFIRM WITH CLPUD

METER SHOP PRIOR

TO INSTALL

M

PANEL P1

30 POSITION, LOCKING, NEMA 1, 200A

1. INSTALL WIRING AND CONDUIT PER NEC CODES

2. SURFACE MOUNT EMT CONDUIT. STRAP

CONDUIT TO CODE. PAINT CONDUIT TO MATCH

WALLS.

3. OUTDOOR CONDUIT MUST BE PVC SCH 40 GREY

4. SWITCHES AND RECEPTACLES MUST BE

COMMERCIAL GRADE, 2 YEAR WARRANTY,

TAMPER RESISTANT, LEVITON MTS62-SW,

CS120-2W, M7899-W

5. GROUND BUILDING USING UFER ROD

6. ALL WIRE THHN #12 AWG EXCEPT HVAC AND

WATER HEATER SIZED TO MEET AMP RATING

7. METER BASE MUST BE NEMA4X, EATON B-LINE

124TB-SS

8. 30 POSITION NEMA 1 LOAD CENTER W/ MAIN

BREAKER, SIEMENS P1 USING BOLT-ON

BREAKERS AND MAIN BREAKER

9. 24,000 BTU TRANE 30A UNIT

HANDLER: 4MXN2724A10N0A

PUMP: 4TXK2724A10N0A

FEED CONTROL WIRE FROM HANDLER AND

PUMP IN FLEXIBLE CONDUIT

10. MUST GET METERING EQUIPMENT

PREAPPROVED BY UTILITY PRIOR TO ORDERING

11. RECONNECT EXISTING ELECTRICAL SERVICE.

INSTALL HANDHOLE FROM EXISTING CONDUIT

AND TRENCH 3" PVC CONDUIT TO NEW SERVICE

LOCATION.

12. BOND GROUND AT NEUTRAL AT MAIN PANEL.

TEST ALL WIRING WITH 1000 OHM MEGGER.

13. LABEL ALL WIRING AND LABEL PANELS WITH

WHITE ON BLACK LETTERING MELAMINE PLATE

DRYER DRYER

3

4

HP PUMP

A2 A3 A4 A8

A5

A6

A6

A6

A6

30A/2

HVAC

20A/1 20A/1 20A/1 20A/1 20A/1 20A/1 20A/1 20A/1 20A/1

A6A5A4A3A2A1 A7 A8 A9 A10 A11 A12

A8

A1

A9

A9

A9

A7

A6

A12

A6

A7

A6A6

A6

A10 A11

3/4"#10-2 1"#6-3 3/4"#12-2 1/2"#12-2 1"#12-31/2"#12-2 3/4"#12-21/2"#12-23/4"#12-23/4"#12-23/4"#12-2 1/2"#12-2