Drawings.pdf

SUMMIT

BRANDYWINE FALLS COMFORT

STATION UPGRADE

BRANDYWINE FALLS PICNIC AREA

80070

A/E FIRM

PRIME/ARCH:

KENNETH HAHN ARCHITECTS

OMAHA, NE

CIVIL ENGINEER/CONSULTING FIRM:

OLSSON

OMAHA, NE

ELECTRICAL ENGINEER:

ALVINE ENGINEERING

OMAHA, NE

03/31/2021

03/31/2021

SCHEDULE OF DRAWINGSABBREVIATIONS

TILE(LARGE SCALE)

CARPET

BRICK PAVERS

ACOUSTICAL TILE

TERRAZZO

OR BOARD

STRUCTURAL STEEL

METAL STUD WALL

OTHER

(LARGE SCALE)

(SMALL SCALE)

WOOD STUD WALL

PARTICLE BOARD

PLYWOOD

FINISH WOOD

DIMENSION LUMBER

ROOF OR RIGID

FLASHING, DAMPROOFING

CAULKING OR SEALANT

BATT OR LOOSE

INSULATION

INSULATION

GLASS

GLASS

OR PLASTER

(SMALL SCALE)

GYPSUM WALLBOARD

(LARGE SCALE)

OR WATERPROFING

LAMINATED WOOD

CERAMIC OR QUARRY

CEMENT GYPSUM

CONCRETE MASONRY

LIGHTWEIGHT

METALS

CUT STONE

STEEL

CONCRETE MASONRY

COMPRESSIBLE

OR E.J. FILLER

BRICK

MASONRY

PRECAST

REINFORCEMENT

FINISHES

GLAZING

MOISTURE

THERMAL AND

PROTECTION

MATERIALS

BITUMINOUS PAVEMENT

CONCRETE POURED

CRUSHED ROCK

GRAVEL OR

SAND

SITE EARTH WOOD

REFERENCES

XX

DETAIL NUMBER

DETAIL SHEET NUMBER

SECTION NUMBER

SECTION SHEET NUMBER

ELEVATION NUMBER

ELEVATION SHEET NUMBER

COLUMN LINE

ROOM NAME AND NUMBER

DOOR NUMBER

WINDOW NUMBER

WALL TYPE

KEYNOTE

ELEVATION NUMBER

ELEVATION SHEET NUMBER

ELEVATION SYMBOL

ABOVE FINISHED FLOOR AFF

ACOUSTIC TILE CEILING ATC

ADJACENT ADJ

AIR CONDITIONING AC

ALTERNATE ALT

ALUMINUM ALUM

ANCHOR BOLT AB

ANGLE L

APPROXIMATELY APPROX

ARCHITECT ARCH

ARCHITECT / ENGINEER A/E

AT @

BASEMENT BSMT

BEAM BM

BEARING BRG

BLOCKING BLKG

BOARD BD

BOTTOM BOT

BOTTOM OF B.O.

BUILDING BLDG

CARPET CPT

CAST IRON CI

CEILING CLG

CENTERLINE CL

CERAMIC TILE CT

CHANNEL CH

CIRCUIT CKT

CLEANOUT CO

CLEAR CLR

CLOSET CLO

COMPACTED COMP

COMPRESSIBLE COMPR

CONCRETE CONC

CONCRETE MASONRY UNIT CMU

CONSTRUCTION CONST

CONTINUOUS CONT

CONTRACTOR CONTR

CONTROL JOINT CJ

CORRIDOR CORR

COUNTERSUNK CTSK

CURB C

DEAD LOAD DL

DETAIL DET

DIAMETER DIA

DIMENSION DIM

DISPENSER DISP

DISHWASHER DW

DOOR DR

DOUBLE DBL

DOWN DN

DOWNSPOUT DS

DRAWING DWG

DRINKING FOUNTAIN DF

EACH EA

ELECTRICAL ELEC

ELECTRIC WATER COOLER EWC

ELEVATION EL

ELEVATOR ELEV

ENGINEER ENGR

EQUAL EQ

EQUIPMENT EQUIP

EXHAUST FAN EF

EXISTING EXIST

EXPANSION EXP

EXPANSION JOINT EJ

EXTERIOR EXT

EXTERIOR INSULATION FINISH SYSTEM EIFS

FIELD VERIFY F.V.

FINISH FIN

FIRE ALARM FA

FIRE EXTINGUISHER FE

FIRE EXTINGUISHER CABINET FEC

FLATHEAD FH

FLEXIBLE FLEX

FLOOR FL

FLOORING FLRG

FLOOR DRAIN FD

FLUORESCENT FLUOR

FOOTING FTG

FOUNDATION FNDN

FRAME FR

FURRING FUR

GALVANIZED GALV

GAUGE GA

GLASS GL

GLASS FIBER REINFORCED PANEL GFRP

GLAZING GLZ

GRANULAR GRAN

GUTTER G

GYPSUM WALLBOARD GWB

HANDICAP HC

HARDWARE HDWE

HARDWOOD HDWD

HEIGHT HT

HIGH POINT HP

HOLLOW CORE HC

HOLLOW METAL HM

HORIZONTAL HORIZ

INSIDE DIAMETER ID

INSULATION INSUL

INTERIOR INT

JOINT JT

JOIST JST

KNEE SPACE KS

LAVATORY LAV

LIGHT LT

LIGHTWEIGHT LTWT

LIVE LOAD LL

LOW POINT LP

LUXURY VINYL TILE LVT

MARKERBOARD MB.

MANHOLE MH

MANUFACTURER MFR

MATERIAL MATL, MAT

MECHANICAL MECH

MEDICINE CABINET MC

METAL MET

METAL BUILDING PANEL MBP

METAL WALL PANEL MWP

MINIMUM MIN

MISCELLANEOUS MISC

MOUNT MT

NOT IN CONTRACT NIC

NOT TO SCALE NTS

NUMBER NO.

ON CENTER O.C.

OPENING OPNG

OPPOSITE OPP

ORIENTED STRAND BOARD OSB

OUTSIDE AIR OA

OUTSIDE DIAMETER OD

PAINT PT

PANEL PNL

PARTITION PART

PLASTER PLAS

PLASTIC LAMINATE PLAM

PLATE PL

PLYWOOD PLYWD

POLISHED POL

POUND LB

PROPERTY PROP

QUARRY TILE QT

RADIUS R

RECESSED REC

REFERENCE REF

REFRIGERATOR REFRIG, REF

REGARDING RE:

REINFORCE REINF

REQUIRED REQ

RESILIENT BASE RB

RETURN AIR RA

REVERSE REV

RISER R

ROOF DRAIN RD

ROOM RM

ROUGH OPENING RO

ROUND RND

SCHEDULE SCHED

SECTION SET

SHEET SHT

SHEET METAL SM

SHEET VINYL SV

SHEET VINYL BASE SVB

SIMILAR SIM

SLAB-ON-GRADE SOG

SPECIFICATIONS SPEC

SQUARE SQ

SQUARE FOOT SF

STEEL STL

STORAGE STOR

STRUCTURAL STRUCT

SUPPLY AIR SA

SUSPENDED SUSP

TACKBOARD TB.

TELEPHONE TELE

TEMPERATURE TEMP

TERRAZZO TERR

TOILET TLT

TONGUE & GROOVE T&G

TOP OF T.O.

TOP OF STEEL TOS

TREAD T

TYPICAL TYP

UNDERGROUND UG

UNLESS NOTED OTHERWISE UNO

URINAL UR

VERTICAL VERT

VESTIBULE VEST

VINYL COMPOSITION TILE VCT

VINYL WALLCOVERING VWC

WATER CLOSET WC

WATER HEATER WH

WEIGHT WT

WELDED WIRE FABRIC WWF

WHERE OCCURRING W.O.

WOOD WD

X A-X01

X A-X01

XX.XX

X

X

X

A-X01

X

ROOM

NAME

XXXX

XX

XX

ELEV. = 100'-0"

FINISH FLOOR

XX

GENERAL NOTES

XXX

1. IN THE EVENT OF DISCREPANCIES WITHIN THE DRAWINGS OR SPECIFICATIONS, THE GREATER QUALITY AND QUANTITY OF THE ITEMS IN QUESTION SHALL BE UTILIZED AT ALL LOCATIONS WHERE SUCH DISCREPANCIES OCCUR IN THE EVENT DISCREPANCIES BETWEEN THE DRAWINGS

AND THE SPECIFICATIONS OCCURS, THE SPECIFICATIONS SHOULD BE USED.

2. THE LOCATION OF ALL UNDERGROUND UTILITIES MAY NOT BE INDICATED ON THESE PLANS, AND SOME LOCATIONS MAY BE INACCURATE. NO EXCAVATION WILL BE PERMITTED IN THE AREA OF UNDERGROUND UTILITIES UNTIL SUCH UTILITIES HAVE BEEN LOCATED AND IDENTIFIED TO THE SATISFACTION OF ALL PARTIES, AND THEN ONLY WITH EXTREME CAUTION TO AVOID ANY POSSIBILITY OF DAMAGE TO THE UTILITY OR PERSONAL INJURY. HAND-DIGGING MAY BE REQUIRED WHEN THE EXCAVATION AND UTILITIES ARE EXTREMELY CLOSE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIR AND REPLACEMENT COST OF ANY UNDERGROUND UTILITY DAMAGE.

3. THE FOLLOWING UTILITY FEES WERE IDENTIFIED DURING THE DESIGN PROCESS AS BEING REQUIRED (REFER TO ADDITIONAL INSTRUCTIONS AT SPEC SECTIONS 01 31 00 AND 01 73 40):

a. CLEVELAND WATER (CW) EXISTING WATER MAIN TAP FEE

b. CLEVELAND WATER (CW) WATER METER FEE

4. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND SHALL BE RESPONSIBLE FOR THE SAME. COORDINATE ALL WORK AND SHOP DRAWINGS WITH OTHER TRADES.

5. THE CONTRACTOR SHALL COORDINATE ALL TESTING AND INSPECTIONS AS SPECIFIED, OR AS NECESSARY TO DEMONSTRATE A COMPLETE AND SATISFACTORY INSTALLATION.

6. ALL WORK SHALL COMPLY WITH APPLICABLE CODES, REGULATIONS, AND ORDINANCES.

7. ALL MATERIALS AND EQUIPMENT OF THE SAME TYPE SHALL BE SUPPLIED BY THE SAME MANUFACTURER, AND SHALL BE NEW, OF THE BEST QUALITY AND DESIGN, AND FREE FROM DEFECTS.

8. ALL ITEMS ARE NEW UNLESS SPECIFICALLY IDENTIFIED AS EXISTING.

9. "PROVIDE" MEANS TO FURNISH AND INSTALL.

10. THE CONTRACTOR SHALL COORDINATE ON-SITE STORAGE OF BUILDING MATERIALS, EQUIPMENT, AND TRASH CONTAINERS WITH GOVERNMENT.

11. ALL BUILDING DIMENSIONS ARE TO FACE OF GYPSUM WALL BOARD , COLUMN CENTERLINE, OR OUTSIDE FACE OF EXTERIOR WALL SHEATHING, UNLESS NOTED OTHERWISE.

12. ALL ANGLES ON PLANS ARE 45- OR 90-DEGREES, UNLESS NOTED OTHERWISE

13. THE GOVERNMENT RESERVES THE RIGHT TO REMOVE ANY ITEMS FROM THE CONSTRUCTION AREA PRIOR TO THE START OF DEMOLITION WORK BY THE CONTRACTOR AND TO RETAIN SUCH ITEMS AS THEIR PROPERTY.

14. IT IS THE INTENT OF THIS CONTRACT THAT ALL AREAS AFFECTED BY CONSTRUCTION BE A FINISHED AND COMPLETE PROJECT. CONTRACTOR SHALL PATCH, REPAIR, AND ADJUST AS REQUIRED TO ACHIEVE THIS FINISHED PROJECT.

GENERAL

1. G1 COVER SHEET

2. G2 DRAWING INDEX, LEGEND AND ABBREVIATIONS

3. G3 WATER SYSTEM INSTALLATION NOTES

CIVIL

4. V1 TOPOGRAPHIC SURVEY

5. C1 8" WATER MAIN (0+00 TO 5+50)

6. C2 8" WATER MAIN (5+50 TO 10+75)

7. C3 8" WATER MAIN (10+75 TO 15+94.78)

8. C4 3" WATER MAIN (0+00 TO 3+25)

9. C5 3" WATER SERVICE LINE (3+25 TO 6+50)

10. C6 3" WATER SERVICE LINE (6+50 TO 9+81.25)

11. C7 WATER SYSTEM DETAILS

12. C8 WATER SYSTEM DETAILS

13. C9 WASTEWATER TREATMENT AND DISPOSAL ELEVATED MOUND SYSTEM

PLAN LAYOUT

14. C10 WASTEWATER TREATMENT AND DISPOSAL SYSTEMS DETAILS

15. C11 WASTEWATER TREATMENT AND DISPOSAL SYSTEMS DETAILS

ARCHITECTURAL

16. A1 REMOVAL PLANS

17. A2 FLOOR PLANS AND ROOM FINISH SCHEDULE

18. A3 EXTERIOR ELEVATIONS

19. A4 ROOF PLAN AND BUILDING SECTIONS

20. A5 WALL SECTIONS AND DETAILS

21. A6 DOOR AND FRAME SCHEDULE, FRAME TYPES & DETAILS, WALL TYPES AND

INTERIOR ELEVATIONS

STRUCTURAL

22. S1 STRUCTURAL GENERAL NOTES

23. S2 STRUCTURAL GENERAL NOTES & ROOF FRAMING PLAN

24. S3 STRUCTURAL DETAILS

MECHANICAL

25. M0 MECHANICAL SYMBOL LEGEND AND ABBREVIATIONS.

26. M1 MECHANICAL DEMOLITION FLOOR PLANS.

27. M2 MECHANICAL FLOOR PLANS - PLUMBING.

28. M3 MECHANICAL FLOOR PLANS-HVAC.

29. M4 PLUMBING RISER DIAGRAM AND MECHANICAL DETAILS.

30. M5 MECHANICAL SCHEDULES.

ELECTRICAL

31. E0 ELECTRICAL SYMBOLS AND ABBREVIATIONS.

32. E1 ELECTRICAL DEMOLITION PLANS.

33. E2 LIGHTING FLOOR PLANS.

34. E3 POWER FLOOR PLANS.

35. E4 ELECTRICAL RISER DIAGRAM AND DETAILS.

36. E5 ELECTRICAL SCHEDULES.

DRAWING INDEX, LEGEND

AND ABBREVIATIONSG2

DATE:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

PMIS NO.

DRAWING NO.

SHEET

OF

DRAWN BY:

DESIGNED:

KJH

CLZ

GJH

31 MAR 2021

80070

BRANDYWINE FALLS COMFORT STATION UPGRADE

CUYAHOGA VALLEY NATIONAL PARK

BRECKSVILLE, OHIO

257393

A p r a m

Y

B r a n d y w i n e

C o m f o r t

S t a t i o n

C

U V

A S

U B

M I T

T A

L S

F

I N

A L

C

D

R

E S

U B

M I T

T A

L D

R A

W I N

G S

D

W G s

C

U V

A G d w g

U

S E

R

C a r e y

FINAL CONSTRUCTION DOCUMENTS

WATER SYSTEM

INSTALLATION NOTESG3

DATE:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

PMIS NO.

DRAWING NO.

SHEET

OF

DRAWN BY:

DESIGNED:

JGJ

TMH

DLE

31 MAR 2021

80070

BRANDYWINE FALLS COMFORT STATION UPGRADE

CUYAHOGA VALLEY NATIONAL PARK

BRECKSVILLE, OHIO

257393

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CLEVELAND WATER SYSTEM INSTALLATION NOTES

BRANDYW

INE RO

AD (R/W

60')

BRANDYW

INE ROAD (R/W

60')

BRANDYW

INE ROAD (R/W

60')

RELOCATED STANDFORD ROAD

I-271

LEGEND

DATE:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

PMIS NO.

DRAWING NO.

SHEET

OF

DRAWN BY:

DESIGNED:

JGJ

TMH

DLE

31 MAR 2021

80070

BRANDYWINE FALLS COMFORT STATION UPGRADE

CUYAHOGA VALLEY NATIONAL PARK

BRECKSVILLE, OHIO

257393

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FINAL CONSTRUCTION DOCUMENTS

Olsson and the surveyor of record make no guarantees that the underground utilities shown hereon comprise all such utilities in the area, either in service or abandoned. Olsson and the surveyor of record further does not warrant that the underground utilities shown are in the exact location indicated. Olsson and the surveyor of record have not physically located the underground utilities.

If any underground utility locations are required, they will have to be verified by field pot-holing the utilities. Olsson and the surveyor of record shall not be liable for the location of or the failure to note the location of non-visible utilities. Utilities were ordered to be located per one-call ticket number B825500248. The companies listed on the ticket are CEI, CWDP, EOM, LVTP, MCIP, NRSP, OBFP, SXFP and VVV.

Above ground utility appurtenances found as shown. (SUE Level B)

Contractor responsible for ensuring known area utilities are marked in field prior to construction. Notify Engineer and Owner of any potential design changes as a result of marked utilities.

UTILITY NOTE

PREPARED BY

PREPARED FOR

OLSSON

550 ST. LOUIS STREET

SPRINGFIELD, MO 65806

U.S. NATIONAL PARK SERVICE

MWR DESIGN AND FACILITY MANAGEMENT

820 COLUMBUS STREET

RAPID CITY, SD 57701

BASIS OF BEARINGS

Grid North based on Ohio State Plane

Coordinate System 2011 by use of ODOT VRS system

DATUM

Elevations based on NAVD 88 by use of ODOT VRS system

HORIZONTAL AND VERTICAL CONTROL

TOPOGRAPHIC SURVEYV1

BRANDYWINE ROAD (R/W 60')

8" WATER MAIN (STA 0+00 TO STA 5+50)

0+00 1+00 2+00 3+00 4+00 5+00 5+75

DATE:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

PMIS NO.

DRAWING NO.

SHEET

OF

DRAWN BY:

DESIGNED:

JGJ

TMH

DLE

31 MAR 2021

80070

BRANDYWINE FALLS COMFORT STATION UPGRADE

CUYAHOGA VALLEY NATIONAL PARK

BRECKSVILLE, OHIO

257393

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FINAL CONSTRUCTION DOCUMENTS

8" WATER MAIN

(STA 0+00 TO STA 5+50)C1

5+25 6+00 7+00 8+00

8" WATER MAIN (STA 5+50 TO STA 8+00)

8+00 9+00 10+00 10+75

8" WATER MAIN (STA 8+00 TO STA 10+75)

DATE:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

PMIS NO.

DRAWING NO.

SHEET

OF

DRAWN BY:

DESIGNED:

JGJ

TMH

DLE

31 MAR 2021

80070

BRANDYWINE FALLS COMFORT STATION UPGRADE

CUYAHOGA VALLEY NATIONAL PARK

BRECKSVILLE, OHIO

257393

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FINAL CONSTRUCTION DOCUMENTS

8" WATER MAIN

(STA 5+50 TO STA 10+75)C2

8" WATER MAIN (STA 10+75 TO STA 15+94.78)

10+75 11+00 12+00 13+00 14+00 15+00 15+84.80

DATE:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

PMIS NO.

DRAWING NO.

SHEET

OF

DRAWN BY:

DESIGNED:

JGJ

TMH

DLE

31 MAR 2021

80070

BRANDYWINE FALLS COMFORT STATION UPGRADE

CUYAHOGA VALLEY NATIONAL PARK

BRECKSVILLE, OHIO

257393

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FINAL CONSTRUCTION DOCUMENTS

8" WATER MAIN

(STA 10+75 TO STA 15+94.78)C3

3" SERVICE LINE (STA 0+00 TO STA 3+25)

0+00 1+00 2+00 3+00 3+25

DATE:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

PMIS NO.

DRAWING NO.

SHEET

OF

DRAWN BY:

DESIGNED:

JGJ

TMH

DLE

31 MAR 2021

80070

BRANDYWINE FALLS COMFORT STATION UPGRADE

CUYAHOGA VALLEY NATIONAL PARK

BRECKSVILLE, OHIO

257393

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FINAL CONSTRUCTION DOCUMENTS

3" SERVICE LINE

(STA 0+00 TO STA 3+25)C4

NOTES:

THIS 3" SERVICE LINE ROUTE INCLUDES THREE CROSSINGS OF

A PAIR OF GAS LINES - ONE NATURAL GAS PIPELINE AND ONE

LIQUID GAS PIPELINE.

NORTH COAST GAS TRANSMISSION LEASES THESE LINES FROM

BUCKEYE PARTNERS. THE EXACT LOCATION, DEPTH, AND

EASEMENT WIDTH FOR THE PIPELINES IS EITHER UNKNOWN OR

IS BASED ON AVAILABLE RECORDS SHARED DURING THE

DESIGN OF THIS PROJECT, AS DESCRIBED BELOW.

THE NEW WATER LINE MUST CROSS UNDER THESE GAS LINES

WITH A VERTICAL CLEARANCE OF AT LEAST TWO FEET (2')

THROUGHOUT THE ENTIRETY OF THE GAS LINE EASEMENT.

RECORDED WIDTH OF THE GAS EASEMENT IS CURRENTLY

UNKNOWN. THE DEPTH OF THESE GAS LINES ARE ASSUMED TO

BE 48" AND 6'. ACTUAL DEPTHS ARE TO BE VERIFIED IN THE

FIELD.

CONTRACTOR TO COORDINATE GAS PIPELINE CROSSINGS WITH

LEE LOCHTEFELD (614)505-7419 TO DEVELOP A CROSSING

AGREEMENT WITH THE PIPELINE COMPANY BEFORE

CONSTRUCTION BEGINS.

THIS ROUTE ALSO INCLUDES TWO TRAIL CROSSINGS.

CONTRACTOR TO COORDINATE WITH NPS DURING

CONSTRUCTION.

3" SERVICE LINE TO BE INSTALLED VIA HORIZONTAL

DIRECTIONAL DRILLING (HDD) WHERE FEASIBLE, WITH

OPEN-CUT INSTALLATION AT GAS LINE CROSSINGS. UTILITY

CROSSINGS TO BE POTHOLED TO DETERMINE DEPTH AND

NEEDED CLEARANCE PRIOR TO INSTALLATION.

3+254+005+006+006+50

3" WATER SERVICE LINE (STA 3+25 TO STA 6+50)

DATE:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

PMIS NO.

DRAWING NO.

SHEET

OF

DRAWN BY:

DESIGNED:

JGJ

TMH

DLE

31 MAR 2021

80070

BRANDYWINE FALLS COMFORT STATION UPGRADE

CUYAHOGA VALLEY NATIONAL PARK

BRECKSVILLE, OHIO

257393

A pr

1,

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FINAL CONSTRUCTION DOCUMENTS

3" WATER SERVICE LINE

(STA 3+25 TO STA 6+50)C5

NOTES:

THIS 3" SERVICE LINE ROUTE INCLUDES THREE CROSSINGS OF

A PAIR OF GAS LINES - ONE NATURAL GAS PIPELINE AND ONE

LIQUID GAS PIPELINE.

NORTH COAST GAS TRANSMISSION LEASES THESE LINES FROM

BUCKEYE PARTNERS. THE EXACT LOCATION, DEPTH, AND

EASEMENT WIDTH FOR THE PIPELINES IS EITHER UNKNOWN OR

IS BASED ON AVAILABLE RECORDS SHARED DURING THE

DESIGN OF THIS PROJECT, AS DESCRIBED BELOW.

THE NEW WATER LINE MUST CROSS UNDER THESE GAS LINES

WITH A VERTICAL CLEARANCE OF AT LEAST TWO FEET (2')

THROUGHOUT THE ENTIRETY OF THE GAS LINE EASEMENT.

RECORDED WIDTH OF THE GAS EASEMENT IS CURRENTLY

UNKNOWN. THE DEPTH OF THESE GAS LINES ARE ASSUMED TO

BE 48" AND 6'. ACTUAL DEPTHS ARE TO BE VERIFIED IN THE

FIELD.

CONTRACTOR TO COORDINATE GAS PIPELINE CROSSINGS WITH

LEE LOCHTEFELD (614)505-7419 TO DEVELOP A CROSSING

AGREEMENT WITH THE PIPELINE COMPANY BEFORE

CONSTRUCTION BEGINS.

THIS ROUTE ALSO INCLUDES TWO TRAIL CROSSINGS.

CONTRACTOR TO COORDINATE WITH NPS DURING

CONSTRUCTION.

3" SERVICE LINE TO BE INSTALLED VIA HORIZONTAL

DIRECTIONAL DRILLING (HDD) WHERE FEASIBLE, WITH

OPEN-CUT INSTALLATION AT GAS LINE CROSSINGS. UTILITY

CROSSINGS TO BE POTHOLED TO DETERMINE DEPTH AND

6+507+008+009+009+90

3" WATER SERVICE LINE (STA 6+50 TO STA 9+81.25)

DATE:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

PMIS NO.

DRAWING NO.

SHEET

OF

DRAWN BY:

DESIGNED:

JGJ

TMH

DLE

31 MAR 2021

80070

BRANDYWINE FALLS COMFORT STATION UPGRADE

CUYAHOGA VALLEY NATIONAL PARK

BRECKSVILLE, OHIO

257393

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VA

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R1 3.

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FINAL CONSTRUCTION DOCUMENTS

3" WATER SERVICE LINE

(STA 6+50 TO STA 9+81.25)C6

NOTES:

THIS 3" SERVICE LINE ROUTE INCLUDES THREE CROSSINGS OF

A PAIR OF GAS LINES - ONE NATURAL GAS PIPELINE AND ONE

LIQUID GAS PIPELINE.

NORTH COAST GAS TRANSMISSION LEASES THESE LINES FROM

BUCKEYE PARTNERS. THE EXACT LOCATION, DEPTH, AND

EASEMENT WIDTH FOR THE PIPELINES IS EITHER UNKNOWN OR

IS BASED ON AVAILABLE RECORDS SHARED DURING THE

DESIGN OF THIS PROJECT, AS DESCRIBED BELOW.

THE NEW WATER LINE MUST CROSS UNDER THESE GAS LINES

WITH A VERTICAL CLEARANCE OF AT LEAST TWO FEET (2')

THROUGHOUT THE ENTIRETY OF THE GAS LINE EASEMENT.

RECORDED WIDTH OF THE GAS EASEMENT IS CURRENTLY

UNKNOWN. THE DEPTH OF THESE GAS LINES ARE ASSUMED TO

BE 48" AND 6'. ACTUAL DEPTHS ARE TO BE VERIFIED IN THE

FIELD.

CONTRACTOR TO COORDINATE GAS PIPELINE CROSSINGS WITH

LEE LOCHTEFELD (614)505-7419 TO DEVELOP A CROSSING

AGREEMENT WITH THE PIPELINE COMPANY BEFORE

CONSTRUCTION BEGINS.

THIS ROUTE ALSO INCLUDES TWO TRAIL CROSSINGS.

CONTRACTOR TO COORDINATE WITH NPS DURING

CONSTRUCTION.

3" SERVICE LINE TO BE INSTALLED VIA HORIZONTAL

DIRECTIONAL DRILLING (HDD) WHERE FEASIBLE, WITH

OPEN-CUT INSTALLATION AT GAS LINE CROSSINGS. UTILITY

CROSSINGS TO BE POTHOLED TO DETERMINE DEPTH AND

DATE:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

PMIS NO.

DRAWING NO.

SHEET

OF

DRAWN BY:

DESIGNED:

JGJ

TMH

DLE

31 MAR 2021

80070

BRANDYWINE FALLS COMFORT STATION UPGRADE

CUYAHOGA VALLEY NATIONAL PARK

BRECKSVILLE, OHIO

257393

A pr

1,

- 5

:5 3a m F

:\2

9\

-2

0\

9-

\8 0-

Cu rre nt \P lan s\2

1-

-3 0\

1_

CU

VA

_C 7-

R1 3.

dw g

- U

SE

R th ill

FINAL CONSTRUCTION DOCUMENTS

SCALE: NONE

INSULATED CASING FIELD JOINT DETAIL SCALE: NONE

SLEEVE FOR WATER MAIN AT ABUTMENTS DETAIL PROFILE VIEW

SCALE: NONE

INSULATED CASING EXPANSION JOINT DETAIL

SCALE: NONE

6" INSULATED CASING DETAIL

SCALE: NONE

WATER SERVICE CONNECTION

SCALE: NONE

TYPICAL FROST PROOFING DETAIL

SCALE: NONE

VERTICAL BEND BLOCKING DETAIL

WATER SYSTEM

DETAILSC7

11SCALE: NONE

PARTIAL WATER SERVICE CONNECTION FOR INN

SCALE: NONE

METER SET DETAIL

ROOT PRUNING NOTES:

TREE PRESERVATION NOTES

TREE PROTECTION NOTES:

TREE REMOVAL NOTES:

SCALE: NONE

TYPICAL FLUSH HYDRANT ASSEMBLY

SCALE: NONE

VALVE AND BOX INSTALLATION DETAIL

DATE:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

PMIS NO.

DRAWING NO.

SHEET

OF

DRAWN BY:

DESIGNED:

JGJ

TMH

DLE

31 MAR 2021

80070

BRANDYWINE FALLS COMFORT STATION UPGRADE

CUYAHOGA VALLEY NATIONAL PARK

BRECKSVILLE, OHIO

257393

A pr

1,

- 5

:5 2a m F

:\2

9\

-2

0\

9-

\8 0-

Cu rre nt \P lan s\2

1-

-3 0\

2_

CU

VA

_C 8-

R1 3.

dw g

- U

SE

R th ill

FINAL CONSTRUCTION DOCUMENTS

SCALE: NONE

TREE PROTECTION DETAIL

SCALE: NONE

WATER MAIN AND SERVICE LINE TRENCH DETAIL

IN EARTH IN ROCK

SCALE: NONE

TYPICAL NEW HYDRANT INSTALLATION DETAIL

SCALE: NONE

ASPHALT REPAIR

WATER SYSTEM

DETAILSC8

SCALE: NONE

PIPE SUPPORT AT BRIDGE

SUB SHEET NO. TITLE OF SHEET

PMIS NO.

DRAWING NO.

SHEET

OF

DRAWN BY:

DESIGNED:

JGJ

TMH

DLE

31 MAR 2021

80070

BRANDYWINE FALLS COMFORT STATION UPGRADE

CUYAHOGA VALLEY NATIONAL PARK

BRECKSVILLE, OHIO

257393

A pr

1,

- 5

:5 0a m F

:\2

9\

-2

0\

9-

\8 0-

Cu rre nt \P lan s\2

1-

-3 0\

3_

CU

VA

_C 9-

R1 3.

dw g

- U

SE

R th ill

FINAL CONSTRUCTION DOCUMENTS

WASTEWATER TREATMENT

AND DISPOSAL ELEVATED

MOUND SYSTEM PLAN LAYOUTC9

TREE REMOVAL NOTES:

AA

B

B

DATE:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

PMIS NO.

DRAWING NO.

SHEET

OF

DRAWN BY:

DESIGNED:

JGJ

TMH

DLE

31 MAR 2021

80070

BRANDYWINE FALLS COMFORT STATION UPGRADE

CUYAHOGA VALLEY NATIONAL PARK

BRECKSVILLE, OHIO

257393

A pr

1,

- 5

:4 9a m F

:\2

9\

-2

0\

9-

\8 0-

Cu rre nt \P lan s\2

1-

-3 0\

4_

CU

VA

_C

-R

.d wg

US

ER

th ill

FINAL CONSTRUCTION DOCUMENTS

WASTEWATER TREATMENT

AND DISPOSAL SYSTEM

DETAILSC10

SCALE: NONE

LEVEL (<5% SLOPE) ELEVATED MOUND SYSTEM SECTION

SCALE: NONE

LATERAL CROSS SECTION DETAIL

SCALE: NONE

OBSERVATION PORT DETAIL

SCALE: NONE

1,500 GALLON DUAL-COMPARTMENT SEPTIC TANK WITH AERATED WWTP PLAN

SCALE: NONE

1,500 GALLON SEPTIC TANK WITH AERATED TANK SECTION A-A

SCALE: NONE

DIVISION BOX PLAN

SCALE: NONE

DIVISION BOX SECTION B-B

SCALE: NONE

SEWER CONNECTION TO EXISTING DETAIL

SUB SHEET NO. TITLE OF SHEET

PMIS NO.

DRAWING NO.

SHEET

OF

DRAWN BY:

DESIGNED:

JGJ

TMH

DLE

31 MAR 2021

80070

BRANDYWINE FALLS COMFORT STATION UPGRADE

CUYAHOGA VALLEY NATIONAL PARK

BRECKSVILLE, OHIO

257393

A pr

1,

- 5

:4 0a m F

:\2

9\

-2

0\

9-

\8 0-

Cu rre nt \P lan s\2

1-

-3 0\

5_

CU

VA

_C

-R

.d wg

US

ER

th ill

FINAL CONSTRUCTION DOCUMENTS

WASTEWATER TREATMENT

AND DISPOSAL SYSTEM

DETAILSC11

SCALE: NONE

ONE-WAY CLEANOUT DETAIL

SCALE: NONE

TYPICAL SITE FENCE DETAIL

SCALE: NONE

TWO-WAY CLEANOUT DETAIL

SCALE: NONE

REMOVABLE BOLLARD WITH CHAIN DETAIL

SCALE: NONE

TYPICAL GRAVEL PATH DETAIL SECTION

SCALE: 1/4" = 1'-0" 4' 2' 0 4'

BASEMENT REMOVAL PLAN

N

25'-0" F.V.

'-0

" F .V

SUMP

7'-0" F.V. 11'-0" F.V. 7'-0" F.V.

5'- 6"

DN

EXISTING WOOD FENCE

TO REMAIN

EXISTING RAILROAD TIE RETAINING WALL

TO REMAIN

EXIST. C.S.

ACCESS PANEL

EXISTING LANDING

SCALE: 1/4" = 1'-0" 4' 2' 0 4'

MAIN FLOOR REMOVAL PLAN

N

25'-0" F.V.

'-0

" F .V

MEN

WOMEN

EXISTING ASPHALT PAVEMENT TO REMAIN

N

PLAN TRUE

N

TRUEPLAN

1. REMOVE ALL WOOD FRAMED BUILDING COMPLETE SHOWN BOLD AND DASHED. CONCRETE

FLOORS AND FOUNDATION TO REMAIN.

2. REMOVE ALL PLUMBING FIXTURES COMPLETE SHOWN BOLD AND DASHED; SEE

MECHANICAL.

3. REMOVE ASPHALT PAVEMENT.

4. RELOCATE ELECTRICAL METER; SEE ELECTRICAL.

5. REMOVE SEPTIC TANKS AND ALL PIPING; SEE MECHANICAL.

6. REMOVE STORM WATER PIPING ABOVE GRADE. STORM WATER PIPE +/-2'-0" ABOVE GRADE

AND BELOW GRADE TO REMAIN - SEE PLUMBING PLAN FOR INFORMATION ON CONNECTING

NEW PIPE TO EXISTING.

7. REMOVE CONCRETE PAD.

8. REMOVE STORM DRAIN TO BE RELOCATED. STORM WATER PIPE BELOW GRADE TO REMAIN

- SEE PLUMBING PLAN FOR INFORMATION ON CONNECTING NEW DRAIN AND PIPE TO

EXISTING PIPING.

9. REMOVE MIN. FLOOR SLAB OPENING FOR MECH. DUCT RUN PENETRATIONS; SEE MECH

DRAWINGS.

REMOVAL PLAN KEY NOTES

TYP.

REMOVAL PLANS

A1

DATE:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

PMIS NO.

DRAWING NO.

SHEET

OF

DRAWN BY:

DESIGNED:

KJH

CLZ

GJH

31 MAR 2021

80070

BRANDYWINE FALLS COMFORT STATION UPGRADE

CUYAHOGA VALLEY NATIONAL PARK

r

B r a n d y w i n e

C o m f o r t

S t a t i o n

C

U V

A D

R A

W I N

G S

C

U V

A A d w g

U

S E

R

C a r e

BASEMENT PLAN

N

SCALE: 1/4" = 1'-0" 4' 2' 0 4'

MAIN FLOOR PLAN

N

EXISTING ASPHALT PAVEMENT TO REMAIN

25'-0" F.V.

8'-10" 7'-4" 8'-10"

8'- 4"

M

AS

7'-

4" 9'-

4" M

AS

'-0

" F .V

7'-0"

7'-0"

5'- 6"

4 1 /8"

4 1 /8"

102101

MEN

WOMEN

JAN.

8'- 4"

M

AS

7'-

4" 9'-

4" M

AS

'-0

" F .V

8'-8"

2'-1"

5'- 2"8'-

2 1 /2"

2'-6"

6'- 0"

6" 6"

A4

A4

A4

CONC. APRON; SEE 3/A2

1'-8"1'-8"

A3

A3

A3

A3

8 x 8 POST

ON CONC.

PIER TOP;

SEE STRUC'L

25'-0" F.V.

8'-8" 7'-8"

EQEQ

A6

8A 8B

8C

A6

7B 7A7C

2B A3

STACK COLUMN ATOP CMU

WALL BELOW; SEE STRUCT'L

C1

A1

B1

A1

B1

A1

A1A1

A1

COLUMN ATOP

CMU WALL; SEE

STRUCTL

ELEC. METER;

SEE ELEC.

MOP SINK

D.F.

TRENCH DRAIN; DAYLIGHT

TO WEST PER 3/A2

3'-2 1/2" +/-

1'-0"

2'-0"2'-0"

F02 F03

A1

A1

'-4

8'-4"

HD-1

HD-1

C1

9'- 3 1

/2"

4" 4" 9'-4"

5'-2"

SUMP

DN

EXISTING WOOD FENCE

TO REMAIN

EXISTING RAILROAD TIE RETAINING WALL

TO REMAIN

EXIST. C.S.

ACCESS PANEL

EXISTING LANDING

8'- 4"

'-0

" F .V

7'-

4"

8'- 4"

7'- 4"

'-0

F

.V

6"6"

6'- 0"

A4

A4

A4

EXIST. CRAWL SPACE

PIER FOOTING SEE STRUCTURAL

BASEMENT

SEE MECH/ELEC

ERU; SEE MECH.

EXISTING MASONRY WALL

CORE DRILL FOR PLUMBING;

REFER TO DETAIL AT 3/A4

SEE ELEC

N

PLAN TRUE

N

TRUEPLAN

1. CAST IN PLACE CONCRETE (SEE STRUCTURAL DETAILS).

2. BABY CHANGING STATION; SEE SHEET A6 ELEVATIONS

3. FIRE EXTINGUISHER CABINET, FEC-1

4. DOOR ACTIVATOR

5. GROUT TO FILL THE EXISTING T.O. GROUT SHALL BE SMOOTH AND LEVEL/FLUSH WITH

ADJACENT SLAB SURFACE.

6. PROVIDE BLOCKING AT WALLS TO ANCHOR URINAL AND TOILET PARTITIONS

7. ABUSE RESISTANT GWB AT WALLS (TYPICAL)

FLOOR PLAN KEY NOTES

SCALE: 1/4" = 1'-0" 4' 2' 0 4'

APRON PLAN

N

N

PLAN TRUE

2 2

TRENCH DRAIN; SEE 4/A4

EXIST. SLAB

'-0

8'-0"+/-

MATCH

EXIST.

ELEV.

EXIST.

ELEV.

MATCH

EXIST.

ELEV.

EXIST.

ELEV.

6'- 9"

3'- 4"

2% S

LO

PE

EX

IS

T.

SL

OP

E

CONC

EXIST.

ASPHALT

C O

N C

E

X I S

T

A

S P

H A

L T

CONC. APRON

MATCH

EXIST.

ELEV.

EXIST.

ELEV.

100.00 (EXIST)

100.00

100.00 (EXIST)

100.00 100.00

DAYLIGHT

DOWN SLOPE

99.9+/-

EXIST.

4 4

98.4

(MAX)

98.2+/-

EX

IS

T.

SL

OP

E

SL

OP

E A

S

RE

Q' D

PE

R

DE

TA

IL

2/A

A4

A4

EXIST.

ELEVATION

AT BUILDING'S

SW CORNER

EX

IS

T.

SL

OP

E

EX

IS

T.

SL

OP

E

TYP.

FLOOR PLANS AND ROOM

FINISH SCHEDULEA2

DATE:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

PMIS NO.

DRAWING NO.

SHEET

OF

DRAWN BY:

DESIGNED:

KJH

CLZ

GJH

31 MAR 2021

80070

BRANDYWINE FALLS COMFORT STATION UPGRADE

CUYAHOGA VALLEY NATIONAL PARK

r

B r a n d y w i n e

C o m f o r t

S t a t i o n

C

U V

A D

R A

W I N

G S

C

U V

A A d w g

U

S E

R

C a r e y

FINAL CONSTRUCTION DOCUMENTS

NOTES

ROOM FINISH SCHEDULE

NO. DESCRIPTION FLOOR BASE

NORTH WALL EAST WALL SOUTH WALL WEST WALL CEILING

MAT. FIN. MAT. FIN. HEIGHTMAT. FIN. MAT. FIN. MAT. FIN.

CMU CONCRETE MASONRY UNIT

CONC CONCRETE

EFC EPOXY FLOOR COATING

EWC EPOXY WALL COATING

EX EXISTING

EXP EXPOSED

FRP FIBER GLASS-REINFORCED PLASTIC

GWB GYPSUM WALLBOARD

P PAINT

VB VINYL BASE

ROOM FINISH SCHEDULE LEGEND

NOTE: REFER TO COLOR SCHEDULE FOR ALL INTERIOR FINISHES.

001 BASEMENT EX CONC - - EX CONC EFC-1 EX CONC EFC-1 EX CONC EFC-1 EX CONC EFC-1 EX DECK EWC-1 - - 1, 2 101 MEN EX CONC VB-1 GWB EFC-1 GWB EFC-1 GWB EFC-1 GWB EFC-1 GWB P-1 SLOPED 1, 3, 4 102 WOMEN EX CONC VB-1 GWB EFC-1 GWB EFC-1 GWB EFC-1 GWB EFC-1 GWB P-1 SLOPED 1, 3, 4

103 JANITOR EX CONC VB-1 CMU EFC-1 GWB EFC-1 CMU EFC-1 GWB EFC-1 EXP P-1 - -

ROOM FINISH SCHEDULE NOTES

1. (2) COATS EPOXY COATING AT SLAB WITH COVE; SEE SPEC

2. EPOXY COATING AT WALLS AND CEILING (MTL DECK); SEE SPEC

3. EPOXY WALL COATING AT WALLS; SEE SPEC

4. ABUSE RESISTANT GWB AT WALLS (TYPICAL)

WEST ELEVATION

SCALE: 1/4" = 1'-0" 4' 2' 0 4'

SOUTH ELEVATION

EXISTING RAILROAD

TIES RETAINING WALL

TO REMAIN

STANDING SEAM ROOF

8"x8" TREATED

WOOD POST; ST-1

EXISTING HOLLOW

METAL DOOR AND

FRAME TO REMAIN

CEMENT BD

LAP SIDING; P-3

8INSULATED

TRANSLUCENT

WALL PANEL

ATTIC VENT

ROOF RIDGE

CEMENT BD LAP SIDING; P-3

SPLIT FACE CMU

CEMENT BD

LAP SIDING; P-3

SPLIT FACE CMU

CAST-IN-PLACE

EXIST

FOUNDATION

ELEC. METER;

SEE ELEC

DRAWINGS

LOUVER; SEE MECH.

AF

A4

A4

P-4 AT CEMENT BD

TRIM AT HEADER; SEE

STRUCTURAL 2/S2

STANDING SEAM ROOF

8"x8" CEDAR

POST; SEE

STRUCT'L

SCALE: 1/4" = 1'-0" 4' 2' 0 4'

EAST ELEVATION

SCALE: 1/4" = 1'-0" 4' 2' 0 4'

NORTH ELEVATION

CEMENT BD LAP

SIDING; P-3

FILL IN HOLES AT

REMOVED

SEPTIC

CONNECTION

PIPES

ROOF RIDGE

SPLIT FACE CMU SPLIT FACE CMU

EXIST

FOUNDATION CAST-IN-PLACE

DRINKING

FOUNTAIN

ST-1 8"x8"

CEDAR POST;

SEE STRUCT'L

8x8 TIMBER TRUSS; ST-1

AF

AF

A4

A4

CEMENT BD

FASCIAS &

SOFFITS; P-4

SCALE: 1/4" = 1'-0" 4' 2' 0 4'

NORTH ELEV / COVERED ENTRY SECTION

2B

SPLIT FACED

CMU

CEMENT BD

LAP SIDING; P-3

ATTIC VENT

LT FIXT (SEE ELEC.);

T.O. FIXTS AT 8'-0"

AFF TO ALIGN W/

CMU COURSING

(TYPICAL)

8x10 TIMBER BM

FLASH TOP OF WING

WALL AS REQUIRED

8x10 TIMBER BM; ST-1

LOUVER; SEE MECH.

8 x 16 SMOOTH

FACED CMU AT

(BEHIND) LT FIXT

MOUNT PLATES

(TYPICAL)

EXTERIOR ELEVATIONS

A3

DATE:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

PMIS NO.

DRAWING NO.

SHEET

OF

DRAWN BY:

DESIGNED:

KJH

CLZ

GJH

31 MAR 2021

80070

BRANDYWINE FALLS COMFORT STATION UPGRADE

CUYAHOGA VALLEY NATIONAL PARK

r

B r a n d y w i n e

C o m f o r t

S t a t i o n

C

U V

A D

R A

W I N

G S

C

U V

A A d w g

U

S E

R

C a r e

SLOPE 8/12 SLOPE 8/12

ROOF PLAN

N

N

PLAN TRUE

1. STANDING SEAM METAL ROOF

2. ROOF RIDGE; SEE DETAIL 7/A5

3. EAVE VENT IN EAVE SOFFIT BELOW; SEE 1/A5

ROOF PLAN KEY NOTES

8" CMU

EXIST. STRUCTURE

FRP

2 x 10

3/4" SHEATHING

WEATHER BARRIER

STANDING SEAM METAL ROOF

2 x 6 COLAR; SEE STRUCTURAL

5/8" GWB

A5

RIDGE BM; SEE STRUCT'L

AF

2 LAYERS OF 2" SPRAY FOAM INSULATION

DUCT; SEE MECH.

ELEV. = 100'-0"

EXIST. SLAB/ FINISH FLR

ELEV. = 90'-4"+/- (F.VER.)

EXIST BASEMENT SLAB

5/8" ON 2 x 6

STUDS

CAST-IN-PLACE CONC. WALL;

SEE STRUCTURAL

5/8" ON 2X10 JOISTS

JAN.

ELEV. = 100'-0"

EXIST. SLAB/ FINISH FLR

ELEV. = 114'-0"

B.O.COLAR

ELEV. = 90'-4"+/- (F.VER.)

EXIST BASEMENT SLAB

MEN WOMEN

STANDING SEAM METAL ROOF

RIDGE BM; SEE STRUCT'L

A5

CORE DRILL FOR PLUMBING;

SEE BASEMENT PLAN 1/A2

EXIST. STRUCTURE

A5

RIGID INSUL

AF

2 LAYERS OF 2" SPRAY FOAM INSULATION

DUCT; SEE MECH.

SCALE: 1/4" = 1'-0" 4' 2' 0 4'

BUILDING SECTION

SCALE: 1/4" = 1'-0" 4' 2' 0 4'

BUILDING SECTION

5/8" GWB ON 2X8 JOISTS

8" SPLIT FACE CMU

EXIST. STRUCTURE

TRENCH DRAIN

CEMENT BD EAVE; P-4

A5

A5

A5

FORMED PIER TOP; SEE STRUCT'L

ELEV. = 96'-0"

B.O. PIER

ELEV. = 100'-0"

EXIST. SLAB

18" DIA PIER; SEE STRUCT'L

S3

A5

SPLIT FACE CMU

A4

A4

2 LAYERS OF 2" SPRAY FOAM INSULATION

2" SPRAY FOAM INSULATION

2" SPRAY FOAM INSUL.

GWB

LT FIXT (SEE ELEC.);

T.O. FIXTS AT 8'-0" AFF TO

ALIGN W/ CMU COURSING

(TYPICAL)

FLASH TOP OF WING WALL

AS REQUIRED; SEE 2B/A3

8 x 16 SMOOTH FACED CMU

AT (BEHIND) LT FIXT MOUNT

PLATE (TYP.)

ELEV. = 90'-4"+/-

EXIST SLAB

SCALE: 1/4" = 1'-0" 4' 2' 0 4'

BUILDING SECTION

7'- 0"

1'- 0"

7'- 4"

1'-6"

2" SPRAY FOAM

INSULATION

5/8" GWB

2" X2" STUD

10 3/4"

7 5/8" 3 1/8"

8" CMU

1 1/2" RIGID INSULAT'N

AIR & WATER BARRIER

1/2" OSB SHEATHING

1 1/2" RIGID INSULATION

AIR & WATER BARRIER

ROOF PLAN AND

BUILDING SECTIONSA4

DATE:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

PMIS NO.

DRAWING NO.

SHEET

OF

DRAWN BY:

DESIGNED:

KJH

CLZ

GJH

31 MAR 2021

80070

BRANDYWINE FALLS COMFORT STATION UPGRADE

CUYAHOGA VALLEY NATIONAL PARK

r

B r a n d y w i n e

C o m f o r t

S t a t i o n

C

U V

A D

R A

W I N

G S

C

U V

A A d w g

U

S E

R

C a r e

4 x 8 BLOCKING W/ ANCHOR

ROD; SEE STRUCT'L DTLS

8" CMU

2 x 10's AT 16" O.C.

ELEV. = 108'-8"

T.O. CMU

ELEV. = 100'-0"

T.O. EXIST. SLAB

2 x 2 STUDS AT

16" O.C. W/ 2" SPRAY

FOAM INSUL

ICE DAM BARRIER ON

3/4" SHEATHING

STANDING SEAM

METAL ROOF

EXIST. STRUCTURE

2 x 6 RAFTER TAILS

SISTERED TO RAFTERS

3'-0"

CEMENT BD EAVES

AND FASCIA; P-4

2'-0"

S3

EAVE VENT; 3 PER SIDE

FLASHING WITH DRIP

EDGE & WEEP HOLES

AT 24'' O.C. (TYP. AT

BASE OF CMU WALL)

ABUSE RESISTANT

GWB AT WALLS;

TYPICAL

GWB

ELEV. = 100'-0"

T.O. EXIST. SLAB

ELEV. = +/-107'-9" (F.VER)

T.O. WALL

2 x 6 STUDS AT 16" O.C.

1/2" SHEATHING

WIND/ WATER

BARRIER

CEMENT BD EAVES

5/8" FLOOR

SHEATHING

CORE DRILL FOR PLUMB'G

1/2" CEMENT BD

SUBSTRATE

6"+/-

CEMENT BOARD

LAP SIDING

BM BEYOND

CAST IN PLACE CONC; SEE STRUCT.

S.M. ALUM. COVERTO

4" BELOW GRADE

GRADE

SPRAY FOAM INSUL.

EXIST. CAST-IN-PLACE

CONC FOUNDATION

FLOOR LEVELER

TOPPING

2" RIGID INSUL. TO 4"

BELOW GRADE

1 1/2" RIGID INSUL.

1'- 2"

4"

2 x 4

CONT'S SPRAY

FOAM INSUL.

ABUSE RESISTANT

GWB (TYP @ WALLS)

GWB

4" SPAY FOAM

INSUL 2 x 8 BLOCKING

8" CMU

1/2" SHEATHING

ELEV. = 108'-8"

T.O. CMU

ELEV. = 100'-0"

T.O. EXIST. SLAB

2 x 6 STUDS AT

16" O.C. W/ 2" SPAY

FOAM INSUL

10"

CEMENT BOARD

LAP SIDING

EXIST. STRUCTURE

SEALANT

A6

1 1/2" RIGID INSUL

AT TISG

4" SPAY FOAM

INSUL

GWB

DRIP EDGE (TYP.)

FLASHING WITH

WEEP HOLES AT

24'' O.C. (TYP. AT

CMU WALL BASE)

CONTINUOUS 2"

SPRAY FOAM

INSULATION

ABUSE RESISTANT

GWB (TYP @ WALLS)

(3) 2 x 6 HEADER AT TISG

TRANSOM SHOWN DASHED;

SEE STRUCTURAL

ATTIC VENT; SEE ELEVATIONS

2 x 6 OUTLOOKERS AT 24" O.C.;

SEE STRUCTURAL DTLS

ELEV. = 108'-8"

T.O. CMU

ELEV. = 114'-0"

T.O. WALL/ B.O. COLLARS

2 x 8 BLOCKING

3/4" SHEATHING

2 x 6 STUDS AT 16" O.C.

CEMENT BOARD

LAP SIDING

CONTINUOUS

2" SPAY FOAM

INSUL

8" CMU

RIDGE BM BEYOND

ATTIC VENT; SEE ELEVATIONS

ELEV. = 108'-0"

B.O. TRUSS FRAME

8 x 8 CEDAR TRUSS

MEMBERS; SEE STRUCTURAL

6 x 10 CEDAR BM

BEYOND

8 x 8 CEDAR TRUSS

MEMBERS; SEE

STRUCTURAL

8 x 11 1/4 GLUE LAM

EXTER. BM BEYOND;

SEE STRUCTURAL

1'-0"

CL

2 x 6 OUTLOOKERS

AT 24" O.C.; SEE

STRUCTURAL DTLS

STL ANGLE SUPPORT

LEDGE; SEE STRUCT'L

(2) LAYERS 1" RIGID

INSUL

EXISTING CONC.

FOUNDATION WALL

CONC. APRON

BACKER ROD

AND SEALANT

TRENCH DRAIN;

SEE SPEC

B RAKE EDGE FLASHING DETAIL

RAKE FLASHING BY

STANDING SEAM

ROOFING

MANUFACTURER

CONTINUOUS CLEAT

CEMENT BD FASCIA

T & G CEDAR SOFFIT

ICE DAM BARRIER

ROOF SHEATHING

SHEET MTL. FLASHING W/

CONTINUOUS CLEAT

CEMENT BOARD SIDING

ON WALL SHEATHING

WIND/WATER BARRIER

RAFTER

STANDING SEAM

METAL ROOFING

4"SCALE: 3" = 1'-0" 2"0 8"

DETAILS

A ROOF EAVE FLASHING DETAIL

SHEET METAL RIDGE

FLASHING

STANDING SEAM METAL

ROOFING

ICE DAM BARRIER

3/4" OSB ROOF SHEATHING

RAFTER BEYOND

WALL SECTIONS AND

DETAILSA5

DATE:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

PMIS NO.

DRAWING NO.

SHEET

OF

DRAWN BY:

DESIGNED:

KJH

CLZ

GJH

31 MAR 2021

80070

BRANDYWINE FALLS COMFORT STATION UPGRADE

CUYAHOGA VALLEY NATIONAL PARK

r

B r a n d y w i n e

C o m f o r t

S t a t i o n

C

U V

A D

R A

W I N

G S

C

U V

A A d w g

U

S E

R

C a r e y

FINAL CONSTRUCTION DOCUMENTS

SCALE: 3/4" = 1'-0" 6" 0 18"6"

WALL SECTION

SCALE: 3/4" = 1'-0" 6" 0 18"6"

WALL SECTION

SCALE: 3/4" = 1'-0" 6" 0 18"6"

WALL SECTION

SCALE: 3/4" = 1'-0" 6" 0 18"6"

WALL SECTION

SCALE: 3/4" = 1'-0" 6" 0 18"6"

TRUSS SECTION

S3

SCALE: 3/4" = 1'-0" 6" 0 18"6"

APRON FROST LEDGE & TRENCH DRAIN DTL

SCALE: 1-1/2" = 1'-0" 8"4"0 16"

ROOF RIDGE DETAIL

NOTES

DOOR AND FRAME SCHEDULE

NO. SIZE TYPE MAT.

FRAME

TYPE MAT. DEPTH DETAILS SHEET

DOOR

GLASS

KEY

TYPE

HDWR

SET

FIRE

RATING

DOOR

HM HOLLOW METAL

DOOR AND FRAME SCHEDULE LEGEND

001 EXIST EXIST

101 3'-0" x 7'-0" x 1-3/4" DA HM F01 HM 5-3/4" 2 A6 -- -- 1 -- 1, 2 102 3'-0" x 7'-0" x 1-3/4" DA HM F01 HM 5-3/4" 2 A6 -- -- 1 -- 1, 2 103 3'-0" x 7'-0" x 1-3/4" DA HM F01 HM 5-3/4" 2 A6 -- -- 2 -- 1, 2

1. SEE 09 06 90 COLOR SCHEDULE

2. SEE HDWE SCHEDULE SPECIFICATIONS

DOOR AND FRAME SCHEDULE NOTES

DA

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

4' 2' 0 4'

DOOR TYPE

2" 5/8"

1/2

1/2

SE

E

SC

HE

D. 1 1 5/1

6" 1 1

5/1 6"

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

4' 2' 0 4'

HOLLOW METAL

FRAME PROFILE

FINISH FLOOR

F01

SEE SCHEDULE

SE

E

SC

HE

DU

LE

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

4' 2' 0 4'

HOLLOW METAL FRAME TYPE

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

4' 2' 0 4'

MEN

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

4' 2' 0 4'

WOMEN

1'-6"

M-1

SHELF &

BRACKET

1'-6"

1'-6" 1'-6"

A EAST B SOUTH

B SOUTH C WEST

PH-1

M-1

SHELF

M-1 20" x 36" MIRROR; 40" TO BOTTOM

HD-1 ELECTRIC HAND DRYER; 44" TO BOTTOM

PH-1 SURFACE MOUNTED DOUBLE ROLL PAPER HOLDER;

30" TO TOP

ND-1 SURFACE MOUNTED NAPKIN DISPOSAL; 30" TO TOP

GB-1 GRAB BAR SET = 2 WALL HORIZONTAL MOUNT UNITS

AND 1 VERTICAL UNIT; 34" TO CENTER:

REAR 36" (LOCATE EDGE CLOSEST TO WALL

CORNER 12" FROM WATER CLOSET CENTERLINE,

+/- 6" FROM WALL CORNER)

SIDE: 42" (LOCATE 12" MAX. FROM WALL CORNER)

VERTICAL 18" (LOCATE ABOVE HORIZONTAL GRAB

BAR 40" FROM WALL CORNER)

SD-1 SURFACE MOUNTED SOAP DISPENSER

BCS-1 BABY CHANGING STATION

TOILET ACCESSORY SCHEDULE

REFER TO SPECIFICATION SECTION 10 28 13

HD-1

HD-1

BCS-1

SLOPED

GWB CLG

SLOPED

GWB CLG

BCS-1

HD-1

FINISH FLOOR

F03

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

4' 2' 0 4'

INSULATED TRANSLUCENT FRAME TYPES

F02

ELEV. = 108'-9 1/2"

T.O. SILL

5'- 2 1

/2"

7'-6"+/- F. VERIFY7'-6"+/- F. VERIFY

HD-1

A EAST

C WEST

FIRE EXTINGUISHER CAB'T

AT N. SIDE OF WING WALL

FIRE EXTINGUISHER CAB'T

AT N. SIDE OF WING WALL

3'-0" 1"

3'-0"

1'-6"

GB-1

2'- 6"

1'-6" 3'-1" 3'-1" 3'-1"

5'-2"

GB-1

3'-1"+ 3'-0" 1"

5'-0" MIN.

1'- 5"

1'-6" 3'-1" 3'-1" 1'-6" 5'-1" MIN. 1'-6"

1'-6"

12'-3" (MIN.)

8'-1" (MIN.)9'- 3 1/2"+/-

PH-1

3'-1"3'-1"

SD-1

SD-1

MA

X.

A

LL

OW

AB

LE

SIM

PH-1 & ND-1

8 5

1. PROVIDE BLOCKING AT WALLS TO ANCHOR

URINAL AND TOILET PARTITIONS.

2. TOILET ACCESSORIES SHALL BE INSTALLED SO

THAT POSITION OF EACH ACCESSORY IS FULLY

COMPLIANT WITH ADA.

TOILET ACCESSORY SCHEDULE NOTES

SS TOILET PARTITIONS

TYPICAL, SEE SPEC

SS TOILET PARTITIONS; TYP

PE

R

MF

R

SEE TOILET ACCESSORY

SCHEDULE

SCALE: 3/4" = 1'-0"

2'1'0 4'

WALL TYPES

FINISH FLOOR

A1

FINISH FLOOR

B1

BOTTOM OF STRUCTURE

5/8" ABUSE RESISTANT GWB

EA. SIDE ON 2 x 4 STUDS

BOTTOM OF STRUCTURE

5/8" ABUSE RESISTANT

GWB ON 2" X 2" STUDS -

HOLD 1" FROM CMU

VINYL BASE

4 3/4"

ELEV. = 100'-0"

FINISH FLOOR

C1

SPRAY FOAM INSULATION

VINYL BASE VINYL BASE

4 3/4" 5/8" ABUSE RESISTANT GWB EA.

SIDE OF 2 x 4 STUDS

4 1/8"

5/8" GWB

2" SPRAY FOAM

BOTTOM OF STRUCTURE

FLASHING

1/4" GWB AT JAMB

1/2" SOLID SURFACE AT SILL

GWB

ALUMINUM FLASHING BY

TISG PROVIDER

DR & FRAME SCHEDULE,

FRAME TYPES & DTLS,

INT. ELEVS & WALL TYPESA6

DATE:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

PMIS NO.

DRAWING NO.

SHEET

OF

DRAWN BY:

DESIGNED:

KJH

CLZ

GJH

31 MAR 2021

80070

BRANDYWINE FALLS COMFORT STATION UPGRADE

CUYAHOGA VALLEY NATIONAL PARK

r

B r a n d y w i n e

C o m f o r t

S t a t i o n

C

U V

A D

R A

W I N

G S

C

U V

A A d w g

U

S E

R

C a r e y

FINAL CONSTRUCTION DOCUMENTS

4"

SCALE: 3" = 1'-0"

2"0 8"

JAMB DETAIL

ALUMINUM FLASHING BY

TISG PROVIDER

INSULATED TRANSLUCENT

WALL PANEL

Fi le n am e:

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St at io n

(K H

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L as t p lo tte d:

4/

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P ro j #

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31 MAR 2021

80070

BRANDYWINE FALLS COMFORT STATION UPGRADE

CUYAHOGA VALLEY NATIONAL PARK

BRECKSVILLE, OHIO

257393

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FINAL CONSTRUCTION DOCUMENTS

FOUNDATIONS

F1. Subsoil investigations have not been made; therefore, the footings have been designed for the assumed bearing pressure specified below. The Contractor shall engage the services of a Geotechnical Engineer who shall conduct sufficient testing, including soil borings if necessary, to verify the adequacy of the foundation system shown and make recommendations on footing and slab subgrade preparation. If the foundation system shown is inappropriate, the Contractor shall notify the Architect who will then revise the design.

F2. The Geotechnical Engineer shall be retained for testing and observation during all earthwork and foundation construction phases to verify that the recommendations of the subsoil investigation are being implemented. The

Geotechnical Engineer shall inspect all footing excavations and slab subgrade immediately prior to placement of any concrete and shall test all fill for proper compaction.

F3. Bear footings on natural soils or suitable compacted fill materials. No footings shall be placed on frozen soils.

All footings have been designed for an allowable net bearing pressure of 1500 psf.

F4. The Contractor shall locate and protect any existing utilities from damage or interruption during construction.

CONCRETE AND REINFORCEMENT

C1. Concrete work shall conform to all requirements of ACI 301, "Specifications for Structural Concrete for

Buildings", except as modified by the Supplemental Requirements below.

C2. Submit a concrete mix design for each class of concrete for approval by the Project Engineer. The mix design shall include the proportions and test results or certifications for all components of the mix in accordance with the latest ACI 301. Submit documented results of “field test data” or “trial mixtures” in accordance with ACI 301 for each class of concrete to be used. The mix designs shall meet the following guidelines except as approved by the

Project Engineer.

C3. Use f'c = 4,000 PSI (L6.5) limestone concrete for structural concrete. Use f'c = 3,000 PSI (SG7.0) sand-gravel concrete for all masonry grouting and bond beam lintels. Design concrete mixes to the following specifications:

Cement per Water/ Air cu.yd. Cement Content Slump

Mix (min. sacks) (max. ratio) (%) (inches) L6.5 6 ½ 0.42 5-7 2-4

SG7.0 7 -- -- 8-10

* The Aggregate in mixes denoted as limestone concrete shall contain approximately 30 percent limestone by weight.

** Air entrainment shall not be used for interior slabs.

C4. The addition of water to the mix on site will not be allowed, unless specifically approved. Concrete may not be placed during freezing weather unless suitably protected, per ACI 306.1. Conform to ACI 305.1 for hot weather concreting.

C5. Cure concrete flatwork by moist cure or membrane forming curing compound for 72 hours.

C6. All reinforcing steel shall be ASTM A 615 grade 60.

C7. Provide lap splices as indicated below unless noted otherwise in details and schedules. Top bars are horizontal bars with more than 12-inches of fresh concrete cast below the bars in question.

Splice Length

Bar Size Top Bars All Other Bars #3 1'-4" 1'-1" #4 1'-10" 1'-5" #5 2'-3" 1'-9" #6 2'-8" 2'-1"

C8. Concrete cover of reinforcement shall conform to ACI 318-14 unless detailed otherwise.

C9. Submit reinforcing steel shop drawings indicating placement, spacing and lap lengths for review by the Project

Engineer.

C10. Welded wire fabric shall be flat sheets and shall conform to ASTM A 1064.

C11. Non-shrink grout shall be factory premixed as manufactured by L & M Chemicals, or equivalent.

C12. Expansion anchors shall be Hilti Kwik-Bolt 3, Red Head Trubolt or approved equivalent, with size as noted on the drawings. Install per manufacturer's instructions.

C13. Screw anchors shall be Hilti KWIK HUS-EZ, Red Head Large Diameter Tapcon, Simpson Titen HD, or approved equivalent, with size as noted on the drawings. Install per manufacturer's instructions.

C14. Adhesive anchors shall utilize Red Head “A7 Acrylic Adhesive” Anchor System. Simpson Strong-Tie

“Acrylic-Tie” and “Epoxy-Tie” anchor systems or Hilti “HIT HY-200” and “HIT-RE 500-SD” systems are also acceptable provided their shear and tension allowable load capacities are equivalent to or greater than Red Head A7

Acrylic Adhesive. Threaded rods shall be ASTM A193 Grade B7 unless noted otherwise. For threaded rods into masonry, use Hilti “HIT HY-70” adhesive. Installation of anchors shall be in strict accordance with manufacturer's recommendations including finish, minimum embedment, adhesive types, recommended accessories for base conditions (such as screens at hollow base conditions) and cure times for weather conditions.

C15. Deformed bar anchors shall conform to ASTM A 496.

C16. Portland cement shall conform to ASTM C150, type I.

C17. Air-entraining admixtures shall conform to ASTM C260. Other admixtures, if used, shall conform to ASTM C494.

C18. Any horizontal construction joints in concrete pours not shown on the drawings shall be submitted to the

Structural Engineer for review.

CONCRETE MASONRY

M1. Masonry units shall conform to ASTM C 90. Minimum compressive strength of individual units shall be

2,000 PSI on the net area of the block. Design compressive strength of masonry, f'm = 2,000 PSI.

M2. Mortar shall conform to ASTM C 270 type S.

M3. Furnish equipment and materials and perform all labor necessary to build concrete masonry, complete, as shown on the drawings.

M4. Grout for bond beams and for filling vertically reinforced masonry cells shall comply with cast-in-place concrete specifications and shall be well consolidated by rodding or vibrating. Grout by low-lift method with a maximum grout height of 4'-8".

M5. Reinforce all masonry horizontally with galvanized 9 gage Durowal at 16 inches on center. Reinforce walls vertically as shown on the drawings. Lap splice vertical reinforcing as shown on the drawings.

M6. Masonry may not be laid during freezing weather unless suitably protected. Conform to "Recommended

Practice for Cold Weather Masonry Construction" by the International Masonry Industry All-Weather Council.

M7. The contractor shall provide all temporary shoring necessary to laterally support all masonry walls.

M8. All openings required in masonry walls greater than 8 inches wide shall be placed at the time of wall construction. The Contractor shall contact the Structural Engineer if openings greater than 8 inches wide are required after the walls have been constructed. Do not place any duct openings directly below beam bearing locations unless specifically shown on the drawings.

M9. Shore steel lintels if required during construction to prevent rotation due to eccentric loads.

STRUCTURAL STEEL

S1. All channels, angles, bars and plates shall conform to ASTM A 36 (Fy = 36 ksi).

S2. Tube sections shall conform to ASTM A 500 Grade B (Fy = 46 ksi).

S3. Pipe sections shall conform to ASTM A 53 Grade B (Fy = 35 ksi) or ASTM A500 Grade B (Fy = 42 ksi).

S4. Anchor rods shall conform to ASTM A 36 or ASTM F 1554, Grade 36 unless indicated otherwise. All nuts used with anchor rods shall be heavy hex head conforming to ASTM A 563.

S5. Welding shall be performed by certified welders using low hydrogen E70 electrodes. Comply with AWS for electrodes and procedures.

S6. All steel shall be prime painted with TNEMEC 10-1009 or equivalent, except steel permanently exposed shall be painted with two coats of TNEMEC 90-97. Galvanize exterior lintel members in contact with masonry.

S7. Anchor rods, nuts, and washer plates in contact with preservative treated lumber shall be G90 hot-dip galvanized.

STRUCTURAL LUMBER AND CARPENTRY

L1. All stress grades and stress criteria shall be based on the National Design Specifications for Wood

Construction, 2015.

L2. Lumber for 2x8's and larger shall be No. 2 and better Hem-Fir, Spruce-Pine-Fir, or Doug Fir-Larch.

L3. Lumber for 2x4's, 2x6's, 4x4's and 6x6's shall be Stud grade (or better) Hem-Fir or Spruce-Pine-Fir.

L4. Where rectangular wood beams are specifically noted to be Structural Composite Lumber (SCL), they shall be laminated veneer lumber or parallel strand lumber, meeting the following criteria:

Minimum allowable stresses

Extreme fiber in bending Fb = 2,800 psi

Horizontal shear Fv = 285 psi

Modulus of elasticity E = 2,000,000 psi

L5. All framing lumber shall be stamped with grade and trademark for each piece.

L6. All lumber shall have a maximum moisture content of 19% and shall be smooth on 4 sides.

L7. Pressure treat sill plates, blocking, furring, and similar items in direct contact with masonry or concrete or use redwood.

L8. Roof sheathing shall be APA Rated Sheathing, plywood or OSB, Exposure 1, 19/32 Performance Category, with 40/20 Span Rating. Use ply clips at all unsupported edges.

L9. Wall sheathing at exterior walls and indicated interior shear walls shall be APA Rated Sheathing, plywood or

OSB, Exposure 1. Use 7/16 performance category with 24/16 Span Rating or 15/32 Performance Category with

32/16 Span Rating.

Installation:

L10. Standards: except as otherwise noted, comply with "Manual of House Framing" by National Forest Products

Association, including nailing, fire stopping, anchorage, framing and bracing.

L11. Unless specifically noted otherwise, nail plywood or OSB roof sheathing at 6 inches on-center at edges of panels and 12 inches on-center at intermediate supports with 8d nails (0.131” diameter x 2” min. length) with a minimum of 1 3/8-inch penetration. Leave 1/8 inch spacing at all ends and edges. Apply with the plywood perpendicular to the joists. Nails of different type, diameter, or length shall be submitted to the structural engineer for approval.

L12. Unless specifically noted otherwise, nail plywood or OSB wall sheathing at 6 inches on-center at edges of panels and 12 inches on-center at intermediate supports with 8d nails (0.131” diameter x 1 7/8” min. length) with a minimum of 1 3/8-inch penetration. All panel edges shall be blocked with 2-inch nominal or wider material. Leave

1/8 inch spacing at all ends and edges. Nails of different type, diameter, or length shall be submitted to the structural engineer for approval.

L13. All vertical joints of panel sheathing shall occur over, and be fastened, to common studs. At Contractor option, vertical joints of panel sheathing shall be permitted to occur over double studs where adjoining panel edges are attached to separate studs with the required panel edge fastening and adjacent studs attached together with (2) rows

10d box nails (3”x0.128”) at 6”o.c.

L14. All metal hangers and connectors shall be manufactured by Simpson or approved equivalent and be size and type recommended for the application by the manufacturer.

L15. All metal hangers, connectors, and fasteners in contact with preservative treated wood shall be stainless steel or G185 hot-dip galvanized. Fasteners shall be compatible with hangers and connectors. Do not mix stainless steel with galvanized steel.

L16. Bed all sills and plates resting on masonry or concrete on a sill sealer strip.

L17. Solid joists having spans more than 8 feet shall be rigidly braced with continuous rows of bridging at intervals not exceeding 8 feet.

L18. Use triple 2x studs at all exterior wall corners unless shown otherwise.

L19. All headers and built-up beams shall be glued with PL400 and nailed at 8" o.c. staggered both side's w/16d nails (0.162” x 3 ½”).

L20. Under built-up wood beams provide built-up columns with at least the same number of 2x's as contained in the built-up beam. Built-up wood columns shall be glued with PL400 and nailed at 8 inches on-center.

L21. Unless detailed or shown otherwise, provide the following minimum header sizes:

Wall Opening Width Header Size

Up to 4'-6" (2) - 2 x 8's

4'-6" to 5'-6" (2) - 2 x 10's

5'-6" to 6'-6" (2) - 2 x 12's

L22. Framing plans show primary framing members, sizes and supports. Framer shall provide and install all framing required (whether specifically shown or not) for headers, nailers, corners, partition supports, roof crickets, ceiling joists, stairs, bridging, etc. to make a complete and sound installation in accordance with all applicable codes.

GLUED-LAMINATED TIMBER

GL1. When rectangular wood beams or wood deck are specifically noted to be glued-laminated (G.L.), they shall conform to this section of the General Notes.

GL2. AITC 117 “Standard Specifications for Structural Glued Laminated Timber” and ANSI/AITC A190.1

“Structural Glued Laminated Timber”.

GL3. Glued Laminated Beams shall be “Architectural” appearance grade, AC/AC (Alaskan Cedar) combination

22F-V3, with the following minimum allowable properties:

Fbxx -

Tension Zone Stressed in Tension = 2200 psi

Compression Zone Stressed in Tension = 1100 psi

Fvxx = 165 psi

E = 1,700,000 psi

PREFABRICATED WOOD TRUSSES

WT1. Prefabricated wood trusses and connections thereof shall be designed, fabricated and installed in accordance with the National Design Specification and Truss Plate Institute publications TPI1, TPI DSB-89, and TPI HIB-91.

WT2. Design 8x8 cedar timber trusses for the following loads plus the self-weight of the truss:

Ridge Beam Reaction DL = 1.6 kips

Roof LL = 2.0 kips

Eave Beam Reactions DL = 1.0 kip

Roof LL = 1.0 kips

WT3. Connections shown are for general appearance. Fabricator shall design the connections for the loads above and adjust bolts and plates to meet appearance approved by the Architect/Engineer.

WT4. The truss manufacturer, subject to approval by the Architect, may alter truss layouts and geometry shown.

Submit any proposed changes on the shop drawings.

WT5. Truss manufacturer shall submit as shop drawings a complete erection drawing and engineering calculations for all trusses. A registered engineer in the State of Ohio shall stamp the calculations. The calculations shall be presented in a logical and orderly manner and shall be keyed to the erection plans. The erection plans shall include a complete layout plan of all trusses, with the trusses labeled using the same designations as the calculations. The truss layout plans shall dimension truss spacing and shall show the location of any concentrated loads. Any required hangers for concentrated loads shall be called for on the erection plans. Truss manufacturer shall design/detail all beam to truss connections. Required truss bridging and erection bracing shall be designated on the erection drawings.

EXISTING CONSTRUCTION

EX1. Guard against movement or settlement of the existing structure. Provide bracing or shoring as necessary in connection therewith. Be responsible for safety and support of the structure during all phases of the construction.

EX2. If during construction, movements or settlements of significant nature are observed, take precautions as necessary to secure the safety of the subject and/or adjoining premises, and contact the Architect.

EX3. The existing information shown on the drawings is as exact as could be secured insofar as building construction and existing conditions are concerned. Extreme accuracy is not guaranteed. The drawings and specification are intended for the assistance of the Contractor in achieving the end results. Many of the dimensions and conditions noted on the drawings are based on information obtained from the original drawings and may or may not be correct. Exact locations, measurements, distances, levels, etc. will be governed by conditions at the job site.

The Contractor shall field verify all existing conditions and dimensions…