B01_PreSol_Amend_1_THRO_Complete_CD_Drawing_Set_DRAFT.pdf

PROJECT LOCATION

PROJECT LOCATION

OR

OR

Design (Title I)

Prepared in Accordance with Preliminary by Preliminary Design (Title I)

Construction Drawing Not Preceded

Approved by Superintendent on

Variance from Preliminary Design (Title I)

Project Manager

Drawing No.

Date

Date

QUALITY DESIGN CERTIFICATIONSheetMark REVISION Date Initial

STATEREGION COUNTY

LOCATION WITHIN PARK

NAME OF PARK

TITLE OF DRAWING DRAWING NO.

DEPARTMENT OF THE INTERIOR

UNITED STATES

NATIONAL PARK SERVICE

DENVER SERVICE CENTER

PMIS

GOLDEN, CO 80401

ANDERSON HALLAS ARCHITECTS, PC

ARCHITECT

PMIS/PKG NO.

SHEET

OF7/

3/

:2

7:

P M

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S av e Lo ca tio ns \R ev it\

T H

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R an ch H ou se

_s us ie ha ck er an da rc h.

co m .r vt

228216

228216

138248

1 120

NORTH DAKOTA

MIDWEST BILLINGS NORTH DAKOTA

THEODORE ROOSEVELT NATIONAL PARK

STABILIZE HISTORIC PEACEFUL

VALLEY RANCH

PEACEFUL VALLEY RANCH

COMPLETE CD SET

THEODORE ROOSEVELT NATIONAL PARKDRAFT

BID OPTIONS:

BASE BID: STABILIZATION OF ALL THREE STRUCTURES WITH EXTERIOR AND INTERIOR IMPROVEMENTS

AND ACCESSIBLE SITE IMPROVEMENTS. (EXCEPTIONS ARE NOTED IN BID OPTIONS BELOW)

BID OPTION #1: CUSTOM/REMOVEABLE ABAAS COMPLIANT RAMP FOR RANCH HOUSE OFFICE 104.

BID OPTION #2: NOT USED.

BID OPTION #3: INSTALL NEW CONCRETE SLAB IN THE BARN

BID OPTION #4: REHABILITATE WINDOWS IN THE BARN

BID OPTION #5: INSTALL CONCRETE WALKWAYS INSTEAD OF CRUSHED ROCK WALKWAYS

PRESERVATION TREATMENT:

WITH BUILDINGS CONSTRUCTED BETWEEN 1885 – 1920, PEACEFUL VALLEY RANCH IS ONE OF

THE FEW EXTANT RANCHES THAT TELLS THE STORY OF OPEN RANGE RANCHING IN

WESTERN NORTH DAKOTA. LISTED ON THE NATIONAL REGISTER OF HISTORIC PLACES, IT IS

COMPRISED OF THREE HISTORIC STRUCTURES (RANCH HOUSE, BUNKHOUSE AND BARN) AND

NUMEROUS NON-HISTORIC OUTBUILDINGS, STRUCTURES AND CORRALS.

HISTORICALLY, THE RANCH HOUSE AND BUNKHOUSE HOUSED RANCH OPERATORS AND

STAFF WHILE THE BARN SUPPORTED LIVESTOCK ACTIVITIES. MOST RECENTLY, THE

BUILDINGS SERVED SIMILAR PURPOSES FOR THE TRAIL RIDE CONCESSIONER.

A REHABILITATION TREATMENT APPROACH WAS TAKEN FOR ALL THREE BUILDINGS THAT

WILL RETAIN EXISTING HISTORIC FABRIC TO THE EXTENT POSSIBLE. THIS PHASE OF THE

PROJECT IS FOCUSED ON STABILIZING THE STRUCTURES, WHILE MAKING MODIFICATIONS

FOR CODE AND ABAAS. DISCUSSIONS ABOUT NEW USES FOR THESE BUILDINGS ARE

ONGOING. ASSUMPTIONS BASED ON THE MOST LIKELY FUTURE USES WERE MADE TO

INFORM CODE AND ABAAS WORK IN THIS PHASE. IT HAS BEEN DETERMINED THAT THE FINAL

USE WILL NOT ALLOW OVERNIGHTING IN ANY OF THE THREE BUILDINGS. THIS PROJECT

ASSUMED STAFF USE IN THE RANCH HOUSE (BUSINESS), EDUCATIONAL USE IN THE

BUNKHOUSE AND UNTEMPERED EDUCATIONAL USE IN THE BARN.

GENERAL NOTES

1. DO NOT SCALE DRAWINGS.

2. ALL WORK TO BE PERFORMED TO APPLICABLE BUILDING CODES.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF OR HERSELF WITH THE

CONTRACT DOCUMENTS, VERIFYING FIELD CONDITIONS AND DIMENSIONS, AND CONFIRMING THAT

THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION.

4. SHOULD THERE BE ANY QUESTIONS CONCERNING THE CONTRACT DOCUMENTS, EXISTING

CONDITIONS AND/OR DESIGN INTENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE CONTRACTING OFFICER PRIOR TO PROCEEDING WITH THE WORK OR

RELATED WORK IN QUESTION.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF OR HERSELF WITH THE

PROJECT SCOPE OF WORK, SCHEDULE AND DEADLINES. UPON NOTICE TO PROCEED, THE

CONTRACTOR SHALL BE RESPONSIBLE FOR ADVISING THE CONTRACTING OFFICER OF ALL ITEMS

REQUIRING A LONG LEAD TIME THAT WILL AFFECT THE SCHEDULE AND SHALL, UPON REQUEST

FROM THE CONTRACTING OFFICER, SUBMIT ORDER CONFIRMATIONS AND DELIVERY DATES FOR

THE ITEMS IN QUESTION TO THE CONTRACTING OFFICER.

6. EXISTING WORK WHICH IS TO REMAIN BUT THAT IS DAMAGED OR AFFECTED BY THE WORK, SHALL

BE REPAIRED AND/OR RECONDITIONED TO MATCH AND BLEND WITH ALL NEW WORK.

7. INSTALL ALL MANUFACTURED ITEMS, MATERIALS AND EQUIPMENT IN STRICT ACCORDANCE WITH

THE MANUFACTURERS' RECOMMENDED SPECIFICATIONS, EXCEPT WHERE THE CONTRACT

DOCUMENTS ARE MORE STRINGENT. ANY MISCELLANEOUS ITEMS OR MATERIALS NOT

SPECIFICALLY NOTED BUT REQUIRED FOR PROPER INSTALLATION SHALL BE FURNISHED AND

INSTALLED BY THE CONTRACTOR. THE CONTRACTOR SHALL FURNISH TO THE OWNER ALL

WARRANTIES AND GUARANTEES REQUIRED AT THE CONCLUSION OF THE PROJECT.

8. CONTRACTOR IS TO RESTORE THE LANDSCAPED AREAS TO PRE-CONSTRUCTION CONDITIONS

U.O.N. WHEN THE WORK IS COMPLETE.

9. ALL WORK SHALL CONFORM TO THE SECRETARY OF THE INTERIOR'S 'STANDARDS FOR THE

REHABILITATION OF HISTORIC BUILDINGS'.

SEPTIC SYSTEM

THE EXISTING SEPTIC SYSTEM WAS REPORTEDLY INSTALLED IN THE 1980S AND SERVED A RESIDENTIAL USE FOR THE SITE’S CONCESSIONER UNTIL THE CONCESSIONER CLOSED OPERATIONS IN 2015. SINCE THEN, THERE’S BEEN LITTLE TO NO USE OF THE SYSTEM. A VAULT TOILET WAS INSTALLED ON THE SITE AT SOME POINT AND IS CURRENTLY IN USE FOR SITE ACTIVITIES – BOTH FOR VISITORS AND STAFF. AS PART OF THIS PROJECT, A SEPTIC SYSTEM DESIGNER CONFIRMED THAT THE EXISTING SEPTIC SYSTEM WILL FUNCTION FOR ITS ORIGINALLY-INTENDED USE FOR AT LEAST SEVERAL YEARS AND THAT THERE APPEARS TO BE VERY GOOD SOIL FOR INFILTRATION. ULTIMATELY, THE SEPTIC SYSTEM WILL NEED TO BE REPLACED. THIS PROJECT IS A “STABILIZATION PROJECT” AND THE FINAL USE OF THE BUILDINGS HAS NOT BEEN DETERMINED. FUTURE PHASES WILL NEED TO ADDRESS SEPTIC SYSTEM UPGRADE OR REPLACEMENT, SOONER VS. LATER IF PROPOSED USE INCREASES FROM THE HISTORIC USE. UTILIZATION OF THE EXISTING SEPTIC SYSTEM SHOULD BE LIMITED ACCORDINGLY, UNTIL THE SEPTIC SYSTEM IS REPLACED OR EXPANDED.

FIRE SUPPRESSION MEMO

DISCUSSIONS REGARDING INSTALLATION OF FIRE SUPPRESSION AT THE BUILDINGS WERE PART OF EARLY PROJECT PLANNING BY THE NPS AND WERE FURTHER STUDIED BY THE DESIGN TEAM. AFTER

REVIEWING ALL THE REQUIREMENTS AND ASSOCIATED CHALLENGES, THE NPS DECIDED NOT TO

INSTALL A FIRE SUPPRESSION SYSTEM.

PER INTERNATIONAL BUILDING CODE SECTION 903 (IBC, 2015), AN AUTOMATIC FIRE SPRINKLER SYSTEM

IS NOT REQUIRED FOR GROUP B OCCUPANCIES WITH AT LEAST ONE EXTERIOR WALL OPENING

LOCATED WITHIN 50 LINEAR FEET ON ONE SIDE AND OPENINGS SPACED NO MORE THAN 50 FEET APART.

SIMILARLY, AN AUTOMATIC FIRE SPRINKLER SYSTEM IS NOT REQUIRED FOR GROUP E OCCUPANCIES

LESS THAN 12,000 SQUARE FEET WITH EXTERIOR EXIT DOORS AT GROUND LEVEL. ALL THREE

BUILDINGS MEET THESE REQUIREMENTS, THEREFORE AN AUTOMATIC FIRE SPRINKLER SYSTEM IS NOT REQUIRED BY THE IBC. DON BOUCHER (NPS), MIDWEST REGION STRUCTURAL FIRE MANAGER (AHJ) STATED THAT, ASSUMING THERE IS NO RESIDENTIAL USE IN THE BUILDINGS, HE ACCEPTED THE DESIGN

TEAM'S RECOMMENDATION NOT TO INSTALL AUTOMATIC FIRE SUPPRESSION SYSTEMS IN THE

BUILDINGS (PER EMAIL TO NPS DENVER SERVICE CENTER PROJECT MANAGER, DENNIS BROOKIE ON 2/27/2018).

NPS DIRECTOR’S ORDER 58 REQUIRES CONSIDERATION OF FIRE SUPPRESSION OF STRUCTURAL FIRES “TO PREVENT LOSS OF HUMAN LIFE AND MINIMIZE DAMAGE TO HISTORIC RESOURCES.” HOWEVER, IT

ACKNOWLEDGES THAT WHEN THESE REQUIREMENTS WOULD REQUIRE WORK THAT WOULD DAMAGE

THE HISTORIC CHARACTER AND INTEGRITY OF THE BUILDING THEN OTHER CHANGES CAN BE MADE IN

LIEU OF ALTERING THE BUILDING AND AN ALTERNATE PLAN SHOULD BE DEVELOPED BASED ON

RECOMMENDATIONS FROM AN INTERDISCIPLINARY TEAM.

INSTALLATION OF A FIRE SUPPRESSION SYSTEM IN THE BUILDINGS AT PEACEFUL VALLEY RANCH

WOULD REQUIRE SIGNIFICANT WORK WITHIN THE BUILDINGS AND WOULD DAMAGE HISTORIC

FINISHES. ADDITIONALLY, THERE ARE A NUMBER OF CHALLENGES WHICH WOULD HAVE TO BE

ADDRESSED FOR THIS INSTALLATION. THE BUILDINGS ARE NOT CONNECTED TO A CITY WATER

SOURCE, SO A METHOD FOR PROVIDING WATER FOR A SUPPRESSION SYSTEM WOULD NEED TO BE DEVELOPED. THE WELL HOUSE IS AN EXISTING BUILDING THAT SUPPLIES DOMESTIC COLD WATER TO

THE RANCH HOUSE AND BUNKHOUSE. THE BUILDING IS UN-HEATED AND HAS NON-FIRE RATED

WALLS. WATER SUPPLY IS FROM A FRESH WATER WELL AND NFPA 13 DOES NOT CONSIDER A WELL AN ACCEPTABLE WATER SUPPLY SOURCE FOR AUTOMATIC FIRE SPRINKLER SYSTEMS. IT COULD BE USED HOWEVER TO FILL A DEDICATED FIRE WATER TANK ON SITE, WHICH WOULD NEED TO BE DESIGNED TO ADDRESS FREEZE CONCERNS IN THE WINTER. WHILE IT IS ANTICIPATED THAT THE RANCH HOUSE MAY SOME DAY BE USED YEAR ROUND, THE BARN WILL BE UNTEMPERED AND THE BUNKHOUSE MAY ALSO BE WINTERIZED. THIS PROVIDES AN ADDITIONAL CHALLENGE OF NEEDING TO PROVIDE FREEZE PROTECTION FOR THE SUPPRESSION SYSTEM IN THE WINTER. FIRE PROTECTION SYSTEMS THAT ARE USED IN FREEZE PRONE AREAS WOULD TYPICALLY BE A DRY PIPE SYSTEM, HOWEVER THE DRY PIPE SYSTEM REQUIRES A WET PIPE SUPPLY CONNECTION WHICH IS KEPT FROM FREEZING AND REQUIRES WEEKLY MAINTENANCE DURING WINTER MONTHS. THIS WOULD DEFEAT THE IDEA OF WINTERIZING THE BUILDINGS, CREATE A MAINTENANCE CHALLENGE AND THE POSSIBILITY OF PIPE DAMAGE ANNUALLY.

AFTER REVIEWING RECOMMENDATIONS IN THE 2014 HSR, DISCUSSIONS WITH DON BOUCHER AND CHALLENGES RELATED TO INSTALLING A SUPPRESSION SYSTEM, THE DESIGN TEAM RECOMMENDED NOT INSTALLING A SYSTEM. INSTEAD, THE RECOMMENDATION WAS TO PROVIDE A FIRE DETECTION SYSTEM AND PLACE FIRE EXTINGUISHERS IN EACH ROOM FOR EACH BUILDING. THIS APPROACH WAS APPROVED BY THE PARK AND WILL BE INTEGRATED INTO THE PARK’S FIRE MANAGEMENT PLAN.

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF7/

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:2

7:

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C :\A ut oD es k

S av e Lo ca tio ns \R ev it\

T H

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co m .r vt

G0.0

NAA

THEODORE ROOSEVELT NATIONAL PARK

PEACEFUL VALLEY RANCH

138248

228216

CN

KAC

07/01/2019 2 120

PRESERVATION

TREATMENT NOTESDRAFT

MATERIAL LEGEND

PLYWOOD

FINISH WOOD

GWB

CONCRETE

BATT INSULATION

STEEL

EARTH

FOAM INSULATION

KEY NOTE

XXX DOOR TAG

NORTH ARROW

XXX

ROOM

ROOM TAG

EXTERIOR

ELEVATION

TAG

INTERIOR

ELEVATION

TAG

X

A5.0

SECTION TAG

SYMBOLS

X WALL TAG

THRESHOLD

X

B L D G

N O R T H

A4.0

X

A8.0

X

X

X

X

X WINDOW TAG

TD

DETAIL CALLOUT

X

A5.3

DRAWING INDEX:

DISCIPLINE SHEET SHEET NAME DISCIPLINE SHEET SHEET NAME

OC ON CENTER

OD OUTSIDE DIAMETER

OH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OSB ORIENTED STRAND BOARD

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLUMB PLUMBING

PT PAINT

PTD PAINTED

PWD PLYWOOD

QT QUARRY TILE

RAD RADIUS

RB RUBBER BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REF REFER TO or REFERENCE

REINF REINFORCED

RELOC RELOCATE(D)

REQ REQUIRED

REV REVISE, REVISED or

REVISION

RM ROOM

RO ROUGH OPENING

RS ROUGH SAWN

(S) SEALANT

S SOUTH

SCHED SCHEDULE

SF SQUARE FEET

SHTG SHEATHING

SIM SIMILAR

SOG SLAB ON GRADE

SPEC SPECIFICATION(S)

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STN STAIN

STRUC STRUCTURE or

STRUCTURAL

(T) TEMPERED

T&G TONGUE AND GROOVE

T.O. TOP OF

TD THRESHOLD

TYP TYPICAL

UON UNLESS OTHERWISE

NOTED

VB VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VIF VERIFY IN FIELD

VIN VINYL

VTR VENT THROUGH ROOF

W WEST

W/ WITH

W/O WITHOUT

WD WOOD

WIN WINDOW

EXT EXTERIOR

FACP FIRE ALARM CONTROL

PANEL

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER

CABINET

FIN FINISH(ED)

FIXT FIXTURE

FLR FLOOR(ING)

FO FACE OF

FP FIRE PROTECTION

FRP FIBERGLASS REINFORCED

PANEL(ING)

FT FEET

FTG FOOTING

FURR FURRING

GA GAUGE OR GYPSUM

ASSOCIATION

GALV GLAVANIZED

GC GENERAL CONTRACTOR

GD GRADE

GL GLASS or GLAZING

GND GROUND

GWB GYPSUM WALLBOARD

HM HOLLOW METAL

HAZMAT HAZARDOUS MATERIAL

HDR HEADER

HDW HARDWARE

HORIZ HORIZONTAL

HT HEIGHT

HVAC HEATING, VENTILATION and

AIR CONDITIONING

IBC INTERNATIONAL BUILDING

CODE

ID INSIDE DIAMETER

INFO INFORMATION

INS INSULATION or INSULATED

INT INTERIOR

JT JOINT

LAV LAVATORY

LIN LINOLEUM

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEP MECHANICAL, ELECTRICAL

and PLUMBING

MFG MANUFACTURING

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MTD MOUNTED

MTL METAL

<N> NEW

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO. NUMBER

NOM NOMINAL

NTS NOT TO SCALE

# POUND(S) or NUMBER

& AND

< ANGLE

@ AT

A/V AUDIO VISUAL

ABA AMERICAN BARRIERS ACT

ABV ABOVE

ACM ASBESTOS CONTAINING

MATERIAL

ACT ACCOUSTICAL CEILING TILE

ADD ADDENDUM

ADJ ADJACENT or ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

AL ALUMINUM

ALT ALTERNATE

APPROX APPROXIMATE(LY)

ARCH ARCHITECTURAL

ASPH ASPHALT

B.O. BOTTOM OF

BLDG BUILDING

BLKG BLOCKING

BR BACKER ROD

BTWN BETWEEN

C.O. CONTRACTING OFFICER

CAB CABINET

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CORR CORRIDOR

CPT CARPET

CT CERAMIC TILE

CTBB CEMENTITIOUS TILE

BACKER BOARD

CTR CENTER

DBL DOUBLE

DEMO DEMOLITION

DET DETAIL

DF DRINKING FOUNTAIN

DIAM DIAMETER

DIM DIMENSION

DN DOWN

DS DOWNSPOUT

<E> EXISTING

E EAST

EA EACH

EG FOR EXAMPLE

ELEC ELECTRICAL

ELEV ELEVATION

EMER EMERGENCY

ENGR ENGINEER

EQ EQUAL

EQP EQUIPMENT

ETR EXISTING TO REMAIN

ABBREVIATIONS

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF7/

3/

:2

7:

P M

C :\A ut oD es k

S av e Lo ca tio ns \R ev it\

T H

R O

R an ch H ou se

_s us ie ha ck er an da rc h.

co m .r vt

G0.1

NAA

THEODORE ROOSEVELT NATIONAL PARK

PEACEFUL VALLEY RANCH

138248

228216

CN

KAC

07/01/2019 3 120

GENERAL

INFORMATION &

INDEX

SITE

15 C1.0 TESC AND DEMOLITION PLAN

16 C2.0 SITE PLAN

17 C3.0 GRADING PLAN

18 C4.0 DETAILS

19 ES1 ELECTRICAL SITE DEMOLITION PLAN

20 ES2 ELECTRICAL SITE PLAN

21 ES3 ELECTRICAL SITE SIGNAL PLAN

22 ES4 ELECTRICAL ONE-LINE DIAGRAMS

23 ES5 LIGHTNING PROTECTION DETAILS

24 ES6 ELECTRICAL AND FIRE ALARM DETAILS

25 ES7 ELECTRICAL DETAILS & DIAGRAMS

RANCH HOUSE

26 ADR1.1 RANCH HOUSE 1ST & 2ND DEMO PLAN

27 ADR2.0 RANCH HOUSE ROOF DEMO PLAN

28 ADR2.1 RANCH HOUSE 1ST & 2ND FLOOR DEMO RCP

29 ADR4.0 RANCH HOUSE DEMO ELEVATIONS

30 AR1.1 RANCH HOUSE 1ST & 2ND FLOOR PLANS

31 AR1.2 RANCH HOUSE ROOF PLAN

32 AR2.1 RANCH HOUSE 1ST & 2ND REFLECTED CEILING PLAN

33 AR3.1 RANCH HOUSE DOOR SCHEDULE

34 AR3.2 RANCH HOUSE DOOR DETAILS

35 AR3.3 RANCH HOUSE DOOR DETAILS

36 AR3.4 RANCH HOUSE WINDOW AND FRAME SCHEDULE

37 AR3.5 RANCH HOUSE FINISH PLAN AND SCHEDULE

38 AR4.1 RANCH HOUSE ELEVATIONS

39 AR5.1 RANCH HOUSE BUILDING SECTION

40 AR6.1 RANCH HOUSE RAMP PLANS & SECTIONS

41 AR7.1 RANCH HOUSE ENLARGED PLAN - RESTROOM 106

42 AR8.1 RANCH HOUSE INTERIOR ELEVATIONS

43 AR9.1 RANCH HOUSE DETAILS

44 AR9.2 RANCH HOUSE PHOTO SHEETS

45 SR1.1 RANCH HOUSE FOUNDATION PLAN

46 SR1.2 RANCH HOUSE ROOF FRAMING PLAN

47 SR1.3 RANCH HOUSE DETAILS

48 SR1.4 RANCH HOUSE DETAILS

49 MR0.1 RANCH HOUSE MECHANICAL ABBREVIATIONS AND LEGENDS

50 MDR2.1 RANCH HOUSE HVAC 1ST FLOOR DEMO PLAN

51 MDR3.1 RANCH HOUSE WATER SUPPLY 1ST AND 2ND FLOOR DEMO PLAN

52 MDR4.1 RANCH HOUSE WASTE AND VENT 1ST AND 2ND FLOOR DEMO PLAN

53 MR2.1 RANCH HOUSE HVAC 1ST FLOOR PLAN

54 MR3.1 RANCH HOUSE WATER SUPPLY 1ST FLOOR PLAN

55 MR4.1 RANCH HOUSE WASTE AND VENT 1ST FLOOR PLAN

56 MR5.1 RANCH HOUSE MECHANICAL DETAILS / DIAGRAMS

57 MR6.1 RANCH HOUSE MECHANICAL SCHEDULES

58 ER0.1 RANCH HOUSE ELECTRICAL ABBREVIATIONS AND LEGENDS

59 EDR2.1 RANCH HOUSE ELECTRICAL 1ST AND 2ND FLOOR DEMO PLANS

60 EDR3.1 RANCH HOUSE LIGHTING 1ST AND 2ND FLOOR DEMO PLANS

61 ER2.1 RANCH HOUSE POWER/SIGNAL 1ST AND 2ND FLOOR PLANS

62 ER3.1 RANCH HOUSE LIGHTING 1ST AND 2ND FLOOR PLANS

63 ER4.1 RANCH HOUSE TECHNOLOGY 1ST AND 2ND FLOOR PLANS

64 ER5.1 RANCH HOUSE LIGHTNING PROTECTION SYSTEM ROOF PLAN

65 ER6.1 RANCH HOUSE ELECTRICAL DETAILS & SCHEDULES

GENERAL

1 G0.00 COVER SHEET

2 G0.0 PRESERVATION TREATMENT NOTES

3 G0.1 GENERAL INFORMATION & INDEX

4 G0.2 CONSTRUCTION STAGING

5 G0.3 CODE SHEET - RANCH HOUSE

6 G0.4 ACCESSIBILITY SHEET - RANCH HOUSE

7 G0.5 CODE SHEET - BUNKHOUSE

8 G0.6 ACCESSIBILITY SHEET - BUNKHOUSE

9 G0.7 CODE SHEET - BARN

10 G0.8 ACCESSIBILITY SHEET - BARN

11 G1.0 EXISTING CONDITIONS

12 G1.1 GENERAL NOTES - STRUCTURAL

13 G1.2 GENERAL NOTES - STRUCTURAL

14 G1.3 GENERAL NOTES - STRUCTURAL

BUNKHOUSE

66 ADH1.1 BUNKHOUSE - DEMO FLOOR AND ROOF PLANS

67 ADH2.1 BUNKHOUSE - DEMO REFLECTED CEILING PLAN

68 ADH4.0 BUNKHOUSE - DEMO ELEVATIONS

69 AH1.1 BUNKHOUSE - FLOOR AND ROOF PLAN

70 AH2.1 BUNKHOUSE - FIRST FLOOR REFLECTED CEILING PLAN

71 AH3.0 BUNKHOUSE - DOOR SCHEDULE AND DETAILS

72 AH3.1 BUNKHOUSE - DOOR DETAILS

73 AH3.2 BUNKHOUSE - WINDOW AND FRAME SCHEDULE

74 AH3.3 BUNKHOUSE - FINISH PLAN AND SCHEDULE

75 AH4.0 BUNKHOUSE - EXTERIOR ELEVATIONS

76 AH5.0 BUNKHOUSE - BUILDING SECTIONS

77 AH7.1 BUNKHOUSE - ENLARGED FLOOR PLANS - RESTROOMS

78 AH8.0 BUNKHOUSE - ELEVATIONS & DETAILS

79 SH2.1 BUNKHOUSE FOUNDATION PLAN

80 SH2.2 BUNKHOUSE ROOF FRAMING PLAN

81 SH2.3 BUNKHOUSE DETAILS

82 SH2.4 BUNKHOUSE DETAILS

83 MH0.1 BUNKHOUSE MECHANICAL ABBREVIATIONS AND LEGENDS

84 MDH2.1 BUNKHOUSE HVAC 1ST FLOOR DEMO PLAN

85 MDH3.1 BUNKHOUSE WATER SUPPLY 1ST FLOOR DEMO PLAN

86 MDH4.1 BUNKHOUSE WASTE AND VENT 1ST FLOOR VENT

87 MH2.1 BUNKHOUSE HVAC 1ST FLOOR PLAN

88 MH3.1 BUNKHOUSE WATER SUPPY 1ST FLOOR PLAN

89 MH4.1 BUNKHOUSE WASTE AND VENT 1ST FLOOR PLAN

90 MH5.1 BUNKHOUSE MECHANICAL DETAILS / DIAGRAMS

91 MH6.1 BUNKHOUSE MECHANICAL SCHEDULES

92 EH0.1 BUNKHOUSE ELECTRICAL ABBREVIATIONS AND LEGENDS

93 EDH2.1 BUNKHOUSE ELECTRICAL 1ST FLOOR DEMO PLAN

94 EDH3.1 BUNKHOUSE LIGHTING 1ST FLOOR DEMO PLAN

95 EH2.1 BUNKHOUSE POWER 1ST FLOOR PLAN

96 EH3.1 BUNKHOUSE LIGHTING 1ST FLOOR PLAN

97 EH4.1 BUNKHOUSE TECHNOLOGY 1ST FLOOR PLAN

98 EH5.1 BUNKHOUSE LIGHTNING PROTECTION SYSTEM ROOF PLAN

99 EH6.1 BUNKHOUSE ELECTRICAL SCHEDULES

BARN

100 ADB1.1 BARN 1ST FLOOR DEMO PLAN

101 ADB2.0 BARN ROOF DEMO PLAN

102 ADB4.0 BARN DEMO ELEVATIONS

103 AB1.1 BARN 1ST FLOOR PLAN

104 AB2.0 BARN ROOF PLAN

105 AB4.0 BARN EXTERIOR ELEVATIONS

106 AB5.1 BARN BUILDING SECTIONS

107 AB8.2 BARN DOOR SCHEDULE

108 AB8.3 BARN WINDOW AND FRAME SCHEDULE BID OPTION #4

109 AB9.0 BARN SECTION DETAILS

110 SB3.1 BARN FOUNDATION PLAN

111 SB3.2 BARN ROOF FRAMING PLAN

112 SB3.3 BARN DETAILS

113 SB3.4 BARN DETAILS

114 EB0.1 BARN ELECTRICAL ABBREVIATIONS AND LEGENDS

115 EDB2.1 BARN ELECTRICAL 1ST FLOOR DEMO PLAN

116 EDB3.1 BARN LIGHTING 1ST FLOOR DEMO PLAN

117 EB2.1 BARN POWER/SIGNAL 1ST FLOOR PLAN

118 EB3.1 BARN LIGHTING 1ST FLOOR PLAN

119 EB5.1 BARN LIGHTNING PROTECTION SYSTEM ROOF PLAN

120 EB6.1 BARN ELECTRICAL DETAILS & SCHEDULES

DRAFT

C

A

LIMITS OF WORK

STAGING LEGEND:

B

E

F

D

E

A

E

G

I

H

STAGING KEY NOTES:

A. PARK VISITORS AND STAFF SHALL BE

ALLOWED TRAILHEAD PARKING AND

ACCESS IN THIS AREA THROUGHOUT THE

CONSTRUCTION DURATION.

B. CONTRACTOR TO PROVIDE SANOLET FOR

CONSTRUCTION CREW USE.

C. PARK HOSTS AUGUST & SEPTEMBER

ASTRONOMY PROGAMS IN THIS CORRAL

AND FIELD AREA. COORDINATE WITH PARK

TO PROVIDE UNOBSTRUCTED ACCESS.

D. CONTRACTOR TO PROVIDE ROAD ACCESS

FOR PUBLIC AND NPS THROUGHOUT

CONSTRUCTION. NPS WILL USE A MINIMUM

2X DAILY FROM MAY TO NOVEMBER AND

PUBLIC USE WILL BE SPORADIC.

E. DUMPSTER AND MATERIAL STAGING

SHOULD BE ON NON-VEGETATED AREAS.

F. EXISTING VAULT TOILET IS FOR NPS AND

VISITOR USE ONLY. CONTRACTOR SHALL

PROVIDE UNOBSTRUCTED ACCESS FOR

NPS USE AND SERVICING THROUGHOUT

CONSTRUCTION.

G. CONTRACTOR MAY USE EXISTING CORRAL

FOR ADDITIONAL LAY DOWN BUT ONLY IF

RUTTING FROM EQUIPMENT ACTIVITY IS

MINIMIZED. CONTRACTOR SHALL SEED

THIS CORRAL WITH GOVERNMENT-

PROVIDED SEED AT THE END OF

CONSTRUCTION ACTIVITIES.

H. LOCATION OF NON-POTABLE WATER

I. APPROXIMATE LOCATION OF EXISTING

SEPTIC LEACH FIELD SYSTEM.

GENERAL NOTES:

1. RANCH HOUSE, BUNKHOUSE AND BARN WILL

BE CLOSED TO THE PUBLIC THROUGHOUT

CONSTRUCTION BUT OTHER AREAS OF SITE

WILL BE OPEN TO PARK AND VISITOR USE AS

NOTED.

2. ALL CONSTRUCTION LAYDOWN SHALL BE

WITHIN ESTABLISHED PARKING AREAS AND

SHALL NOT IMPEDE VEHICULAR SITE ACCESS.

3. WILD BISON AND HORSES ROAM THROUGH THE

SITE AT ANY TIME OF THE YEAR. DO NOT

APPROACH THEM.

4. CONSTRUCTION FENCING SHALL BE

SUPPORTED BY CONCRETE BASES. NO

GROUND PENETRATING STAKING IS ALLOWED.

5. PARK WILL BE RESPONSIBLE FOR SNOW

REMOVAL TO THE SITE AND DRIVE LANE THRU

SITE. ALL OTHER DETAILED SNOW REMOVAL

AROUND WORK AREAS SHALL BE

CONTRACTOR'S RESPONSIBILITY.

6. NON-POTABLE WATER WILL NOT BE AVAILABLE

TO THE CONTRACTOR OCTOBER-APRIL

PROJECT IDENTIFICATION SIGNAGE:

TO BE PROVIDED BY THE PARK

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF7/

3/

:2

7:

P M

C :\A ut oD es k

S av e Lo ca tio ns \R ev it\

T H

R O

R an ch H ou se

_s us ie ha ck er an da rc h.

co m .r vt

G0.2

NAA

THEODORE ROOSEVELT NATIONAL PARK

PEACEFUL VALLEY RANCH

138248

228216

CN

KAC

07/01/2019 4 120

CONSTRUCTION

STAGING

G0.2

CONSTRUCTION STAGING PLAN2

SCALE OF FEET

10050050DRAFT

UP

DN

PORCH

OFFICE

KITCHEN

OFFICE

RESTROOM

CLOSET

OFFICE

60'-4" / 2 = 30'-2"

FE FE

FE

FE FE

FE

*FE

OFFICE

CLOSET

FE

MEANS OF EGRESS

TABLE 1004.1.2 – MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT

BUSINESS AREAS = 100 GROSS

1006.2.1 EGRESS BASED ON OCCUPANT LOAD AND COMMON PATH OF EGRESS TRAVEL DISTANCE. TWO EXITS

OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL BE PROVIDED WHERE THE DESIGN OCCUPANT LOAD OR THE COMMON PATH OF EGRESS TRAVEL DISTANCE EXCEEDS THE VALUES LISTED IN TABLE 1006.2.1.

TABLE 1006.2.1 – SPACES WITH ONCE EXIT OR EXIT ACCESS DOORWAY

B OCCUPANCY WITHOUT SPRINKLER: OCCUPANT LOAD < 30 = 100’ MAX COMMON PATH OF EGRESS TRAVEL

DISTANCE

1006.3.2 SINGLE EXITS – SHALL BE PERMITTED WHEN OCCUPANT LOAD AND EXIT ACCESS TRAVEL DISTANCE DO

NOT EXCEED THE VALUES IN TABLE 1006.3.2

TABLE 1006.3.2 – STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT

STORY OCCUPANCY MAX OCCUPANT MAX. COMMON PATH OF

PER STORY EGRESS TRAVEL DISTANCE

FIRST STORY ABOVE OR BELOW GRADE PLANE:

B OCCUPANCY 49 75’

EXITS REQUIRED BASED ON TABLE 1006.3.2

OCCUPANTS REQUIRED PROVIDED

BASEMENT 3 1 2

FIRST FLOOR 17 1 3

SECOND FLOOR 4 1 1

SECOND FLOOR IS AN EXISTING CONDITION. SIZE OF THE SPACE SUPPORTS 4 OCCUPANTS AND PATH OF

EGRESS TRAVEL IS LESS THAN 75’.

STAIRWAYS

1005.3.1 STAIRWAYS THE CAPACITY, IN INCHES, OF MEANS OF EGRESS STAIRWAYS SHALL BE CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY SUCH STAIRWAYS BY A MEANS OF EGRESS CAPACITY FACTOR

OF 0.3 INCH (7.6 MM) PER OCCUPANT.

OCC FACTOR REQUIRED PROVIDED

BASEMENT 3 .3 0.9” 23 ¾”

SECOND FLOOR 4 .3 1.2” 33 ¾” (BASE BID)

NOTE: 36” IS THE MINIMUM REQUIRED EGRESS STAIRWELL WIDTH FOR A STAIRWAY SERVING AN OCCUPANT LOAD OF LESS THAN 50. THEREFORE, 36” IS THE MINIMUM REQUIRED WIDTH. BASEMENT AND SECOND FLOOR STAIRS ARE EXISTING CONDITIONS. BID OPTION #1 PROVIDES A NEW SECOND FLOOR STAIR THAT IS CODE

COMPLIANT.

MEANS OF EGRESS ILLUMINATION

1008.3.2 BUILDINGS - IN THE EVENT OF POWER FAILURE IN BUILDINGS THAT REQUIRE TWO OR MORE MEANS OF EGRESS, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE ALL OF THE FOLLOWING

AREAS.

ONLY ONE EXIT IS REQUIRED IN THE RANCH HOUSE, THEREFORE EMERGENCY ILLUMINATION IS NOT REQUIRED.

BUILDING CODE ANALYSIS

BUILDING CODE ANALYSIS

2015 INTERNATIONAL BUILDING CODE (IBC); 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC)

CODE ASSUMPTIONS FOR THE RANCH HOUSE

THIS PHASE OF CONSTRUCTION IS FOCUSED ON REHABILITATION AND STABILIZATION OF THE

BUILDING. FUTURE PHASE(S) OF CONSTRUCTION WILL PROVIDE WORK SPECIFIC TO THE FINAL

DETERMINED USE OF THE BUILDING AND SITE. FOR THIS SET, THE FOLLOWING USE

ASSUMPTIONS WERE MADE FOR THE RANCH HOUSE:

FIRST AND SECOND FLOORS – BUSINESS OCCUPANCY.

BASEMENT HAS BEEN DETERMINED TO BE UNINHIBITABLE DUE TO FLOOD CONCERNS IN THIS AND ALL FUTURE PHASES. IT WILL NOT BE USED AND NO EQUIPMENT WILL BE INSTALLED IN THIS

SPACE.

THE RANCH HOUSE IS LISTED ON THE NATIONAL REGISTER OF HISTORIC PLACES AND THE CODE

ANALYSIS WAS PERFORMED UNDER CHAPTER 12 OF THE IEBC.

THE RANCH HOUSE IS CHANGING USE FROM RESIDENTIAL TO BUSINESS OCCUPANCY. THE

DESIGN MEETS 2015 IBC CODE REQUIREMENTS AS LISTED BELOW. EXCEPTIONS FROM MEETING

CURRENT CODE AT THE EXISTING STAIR TO THE SECOND FLOOR FALLS WITHIN IEBC ALLOWANCE PER SECTION 1205.1, WHICH PROVIDES AN EXCEPTION “FOR BUILDINGS LESS THAN 3,000 SQUARE FEET, EXISTING CONDITIONS ARE PERMITTED TO REMAIN AT ALL STAIRWAYS AND GUARDS.” THE EXISTING STAIR CONFIGURATION WILL BE MAINTAINED, HOWEVER A CONTINUOUS HANDRAIL WILL

BE INSTALLED ON THE WALL SIDE OF THE STAIR TO IMPROVE SAFETY.

THE RANCH HOUSE IS LISTED ON THE NATIONAL REGISTER OF HISTORIC PLACES AND THE CODE

ANALYSIS WAS PERFORMED UNDER CHAPTER 12 OF THE IEBC.

THE RANCH HOUSE IS CHANGING USE FROM RESIDENTIAL TO BUSINESS OCCUPANCY. THE

DESIGN MEETS 2015 IBC CODE REQUIREMENTS AS LISTED BELOW. EXCEPTIONS FROM MEETING

CURRENT CODE AT THE EXISTING STAIR TO THE SECOND FLOOR FALLS WITHIN IEBC ALLOWANCE PER SECTION 1205.1, WHICH PROVIDES AN EXCEPTION “FOR BUILDINGS LESS THAN 3,000 SQUARE FEET, EXISTING CONDITIONS ARE PERMITTED TO REMAIN AT ALL STAIRWAYS AND GUARDS.” THE EXISTING STAIR CONFIGURATION WILL BE MAINTAINED, HOWEVER A CONTINUOUS HANDRAIL WILL

BE INSTALLED ON THE WALL SIDE OF THE STAIR TO IMPROVE SAFETY.

BUILDING HEIGHT AND NUMBER OF STORIES

TABLE 504.3 - AVAILABLE BUILDING HEIGHT AND NUMBER OF STORIES

B OCCUPANCY: ALLOWABLE HEIGHT FOR TYPE VB = 40’ ABOVE GRADE

TABLE 504.4 – ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE

B OCCUPANCY: TYPE VB NON-SPRINKLERED = 2

ACTUAL BUILDING HEIGHT = 20’-3” ABOVE GRADE

ACTUAL STORIES = 2

BUILDING HEIGHT COMPLIES WITH CODE.

ALLOWABLE FLOOR AREA

TABLE 506.2 - ALLOWABLE AREA

B OCCUPANCY: TYPE VB NON-SPRINKLERED = 9,000 SF

ACTUAL FLOOR AREA

BASEMENT 817 SF

FIRST FLOOR 1,343 SF

SECOND FLOOR 355 SF

TOTAL 2,515 SF

BUILDING FLOOR AREA COMPLIES WITH CODE.

MIXED USE AND OCCUPANCY

508.3 NONSEPARATED OCCUPANCIES. BUILDINGS OR PORTIONS OF BUILDINGS THAT COMPLY WITH THE

PROVISIONS OF THIS SECTION SHALL BE CONSIDERED AS NONSEPARATED OCCUPANCIES.

508.3.2 ALLOWABLE BUILDING AREA AND HEIGHT. THE ALLOWABLE BUILDING AREA AND HEIGHT OF THE BUILDING OR PORTION THEREOF SHALL BE BASED ON THE MOST RESTRICTIVE ALLOWANCES FOR THE OCCUPANCY GROUPS UNDER CONSIDERATION FOR THE TYPE OF CONSTRUCTION OF THE BUILDING IN

ACCORDANCE WITH SECTION 503.1.

508.3.3 SEPARATION. NO SEPARATION IS REQUIRED BETWEEN NONSEPARATED OCCUPANCIES.

TYPES OF CONSTRUCTION

TABLE 601 - FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS)

STRUCTURAL FRAME = 0 HOURS

BEARING WALLS

EXTERIOR = 0 HOURS

INTERIOR = 0 HOURS

NONBEARING WALLS AND PARTITIONS

EXTERIOR = 0 HOURS

INTERIOR = 0 HOURS

FLOOR CONSTRUCTION = 0 HOURS

ROOF CONSTRUCTION = 0 HOURS

TABLE 602 – FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION

DISTANCE

VB CONSTRUCTION FOR OCCUPANCY B IN VB

DISTANCE REQUIRED

10 < X < 30 0 X > 30 0

SEE FIRE SPRINKLER MEMO ON G0.0.

FIRE EXTINGUISHERS TO BE PROVIDED IN ALL ROOMS, INCLUDING THE BASEMENT.

REFER TO ELECTRICAL SHEETS FOR FIRE ALARM LOCATIONS.

OCCUPANT AREA AND LOAD

AREA OCCUPANCY TYPE LOAD FACTOR OCCUPANT LOAD

BASEMENT

BASEMENT 817 U 300 3

FIRST FLOOR

100 OFFICE 221 BUSINESS 100 3

101 PORCH 230 BUSINESS 100 3

102 OFFICE 354 BUSINESS 100 4

103 KITCHEN 222 BUSINESS 100 3

104 OFFICE 208 BUSINESS 100 3

105 CLOSET 36 BUSINESS 100 1

TOTAL 17

SECOND FLOOR

OFFICE 355 BUSINESS 100 4

FIRE SAFETY/EGRESS LEGEND

- EGRESS DOOR

- DIRECTION OF EGRESS TRAVEL

- FIRE EXTINGUISHER

- TACTILE EXIT SIGN ~ SEE SHEET G0.4

FE

BASEMENT

CRAWL

SPACE

CRAWL

SPACE

FE

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF7/

3/

:2

7:

P M

C :\A ut oD es k

S av e Lo ca tio ns \R ev it\

T H

R O

R an ch H ou se

_s us ie ha ck er an da rc h.

co m .r vt

G0.3

NAA

THEODORE ROOSEVELT NATIONAL PARK

PEACEFUL VALLEY RANCH

138248

228216

CN

KAC

07/01/2019 5 120

CODE SHEET - RANCH

HOUSE

G0.3

CODE PLAN - FIRST FLOOR3

G0.3

CODE PLAN - SECOND FLOOR PLAN4

SCALE A

SCALE OF FEET

16808

SCALE A

SCALE A

G0.3

CODE PLAN - BASEMENT1

SCALE ADRAFT

UP

PORCH

OFFICE

OFFICE

KITCHEN

OFFICE

RESTROOM

CLOSET

GENERAL NOTES:

1. ALL SIGNAGE SHALL COMPLY W/ ABAAS AND WILL BE REVIEWED IN

SUBMITTAL FORMAT PRIOR TO FABRICATION AND INSTALLATION.

2. SIGNAGE NEEDS TO COMPLY WITH F216.6 & 703.2.1

3. ALL NEW WALK, RAMP AND LANDING ELEMENTS SHALL MEET ABA SURFACE

REQUIREMENTS.

4. ALL NEW HANDRAILS SHALL MEET ABA REQUIREMENTS.

ACCESSIBILITY ANALYSIS:

FIRST FLOOR - PARTIALLY ACCESSIBLE

SECOND FLOOR - NON-ACCESSIBLE

BASEMENT - NON-ACCESSIBLE

RAMP SLOPE:

405.2 EXCEPTION 2 ALLOWS:

1:8 RAMP MAX SLOPE FOR 3" MAX RISE

1:10 RAMP MAY SLOPE FOR 6" MAX RISE

USE EXCEPTION SLOPES ONLY WHERE INDICATED.

PER CODE:

1:12 MAX SLOPE FOR 30" MAX RISE

1:20 MAX WALK SLOPE ALL OTHER LOCATIONS

NPS GUIDELINES TO ENSURE RAMP MEETS ABAAS WHEN CONSTRUCTED:

1:13.5 RAMP MAX SLOPE FOR 30" MAX RISE

1:25 WALK SLOPE ALL OTHER LOCATIONS

ALL SLOPES ARE SHOWN AS A MAXIMUM, ALL RAMPS INSTALLED SHALL HAVE

SHALLOWER SLOPES THAN INDICATED.

DOORWAY WIDTH:

404.2.3 CLEAR WIDTH = 32" MIN.

ALL DOORS SHOWN ON ACCESSIBLE PATH MEET OR SHALL MEET 32" MINIMUM

WIDTH.

TURNING CIRCLE - 60" DIAMETER

T-SHAPED TURNING SPACE

ACCESSIBLE ROUTE - 36" CLEAR

ACCESSIBLE ENTRY

MANEUVERING CLEARANCE AT DOOR;

ARROW INDICATES APPROACH DIRECTION

TACTILE EXIT SIGN

PLAN LEGEND

48"

4"

EXIT

ROUNDED EDGESSIGNS SHALL BE PROVIDED IN

ACCORDANCE WITH F216 AND SHALL

COMPLY WITH 703.

703.4.1 HEIGHT ABOVE FINISH FLOOR OR

GROUND. TACTILE CHARACTERS ON SIGNS

SHALL BE LOCATED 48" MINIMUM FROM

THE FINISH FLOOR OR GROUND SURFACE,

MEASURED FROM THE BASELINE OF THE

LOWEST TACTILE CHARACTER AND 60"

MAXIMUM ABOVE THE FINISH FLOOR OR

GROUND SURFACE, MEASURED FROM THE

BASELINE OF THE HIGHEST TACTILE

CHARACTER

703.4.2 LOCATION. WHERE TACILE SIGN IS

PROVIDED AT A DOOR, THE SIGN SHALL BE

LOCATED ALONSIDE THE DOOR AT THE

LATCH SIDE.

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF7/

3/

:2

7:

P M

C :\A ut oD es k

S av e Lo ca tio ns \R ev it\

T H

R O

R an ch H ou se

_s us ie ha ck er an da rc h.

co m .r vt

G0.4

NAA

THEODORE ROOSEVELT NATIONAL PARK

PEACEFUL VALLEY RANCH

138248

228216

CN

KAC

07/01/2019 6 120

ACCESSIBILITY

SHEET - RANCH

HOUSE

G0.4

ACCESSIBILITY PLAN - FIRST FLOOR1

SCALE A

SCALE OF FEET

16808

SCALE A

G0.4

TACTILE EXIT SIGN3

SCALE OF INCH

606 3

SCALE B

SCALE B

DRAFT

CLASSROOM

MECHANICAL

RESTROOM

KITCHENETTE

FE

FE

FE

FE

FIRE SAFETY/EGRESS LEGEND

- EGRESS DOOR

- DIRECTION OF EGRESS TRAVEL

- FIRE EXTINGUISHER

- TACTILE EXIT SIGN ~ SEE GO.6

FE

BUILDING CODE ANALYSIS

2015 INTERNATIONAL BUILDING CODE (IBC); 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC)

CODE ASSUMPTIONS FOR THE BUNKHOUSE

THIS PHASE OF CONSTRUCTION IS FOCUSED ON REHABILITATION AND STABILIZATION OF THE

BUILDING. FUTURE PHASE(S) OF CONSTRUCTION WILL PROVIDE WORK SPECIFIC TO THE FINAL DETERMINED USE OF THE BUILDING AND SITE. FOR THIS SET, THE FOLLOWING USE ASSUMPTIONS

WERE MADE FOR THE BUNKHOUSE:

FIRST FLOOR: EDUCATION OCCUPANCY.

THE BUNKHOUSE IS LISTED ON THE NATIONAL REGISTER OF HISTORIC PLACES AND THE CODE

ANALYSIS WAS PERFORMED UNDER CHAPTER 12 OF THE IEBC.

THE BUNKHOUSE IS CHANGING USE FROM RESIDENTIAL TO EDUCATION OCCUPANCY. THE DESIGN

MEETS 2015 IBC CODE REQUIREMENTS AS LISTED BELOW.

BUILDING HEIGHT AND NUMBER OF STORIES

TABLE 504.3 - AVAILABLE BUILDING HEIGHT AND NUMBER OF STORIES

E OCCUPANCY: ALLOWABLE HEIGHT FOR TYPE VB = 40’ ABOVE GRADE

TABLE 504.4 – ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE

E OCCUPANCY: TYPE VB NON-SPRINKLERED = 1

ACTUAL BUILDING HEIGHT = 10’-7” ABOVE GRADE

ACTUAL STORIES = 1

BUILDING HEIGHT COMPLIES WITH CODE.

ALLOWABLE FLOOR AREA

TABLE 506.2 - ALLOWABLE AREA

E OCCUPANCY: TYPE VB NON-SPRINKLERED = 9,500 SF

ACTUAL FLOOR AREA

FIRST FLOOR 855 SF

TOTAL 855 SF

BUILDING FLOOR AREA COMPLIES WITH CODE.

MIXED USE AND OCCUPANCY

508.2 ACCESSORY OCCUPANCIES. ACCESSORY OCCUPANCIES ARE THOSE OCCUPANCIES THAT ARE

ANCILLARY TO THE MAIN OCCUPANCY OF THE BUILDING OR PORTION THEREOF. ACCESSORY

OCCUPANCIES SHALL COMPLY WITH THE PROVISIONS OF SECTIONS 508.2.1 THROUGH 508.2.4.

508.2.3 ALLOWABLE BUILDING AREA. THE ALLOWABLE AREA OF THE BUILDING SHALL BE BASED ON

THE APPLICABLE PROVISIONS OF SECTION 506 FOR THE MAIN OCCUPANCY OF THE BUILDING.

AGGREGATE ACCESSORY OCCUPANCIES SHALL NOT OCCUPY MORE THAN 10 PERCENT OF THE

FLOOR AREA OF THE STORY IN WHICH THEY ARE LOCATED AND SHALL NOT EXCEED THE TABULAR

VALUES FOR NONSPRINKLERED BUILDINGS IN TABLE 506.2 FOR EACH SUCH ACCESSORY

OCCUPANCY.

508.3 NONSEPARATED OCCUPANCIES. BUILDINGS OR PORTIONS OF BUILDINGS THAT COMPLY WITH

THE PROVISIONS OF THIS SECTION SHALL BE CONSIDERED AS NONSEPARATED OCCUPANCIES.

TYPES OF CONSTRUCTION

TABLE 601 - FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS)

STRUCTURAL FRAME = 0 HOURS

BEARING WALLS

EXTERIOR = 0 HOURS

INTERIOR = 0 HOURS

NONBEARING WALLS AND PARTITIONS

EXTERIOR = 0 HOURS

INTERIOR = 0 HOURS

FLOOR CONSTRUCTION = 0 HOURS

ROOF CONSTRUCTION = 0 HOURS

BUILDING CODE ANALYSIS

2015 INTERNATIONAL BUILDING CODE (IBC); 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC)

BUILDING HEIGHT AND NUMBER OF STORIES

TABLE 504.3 - AVAILABLE BUILDING HEIGHT AND NUMBER OF STORIES

E OCCUPANCY: ALLOWABLE HEIGHT FOR TYPE VB = 40’ ABOVE GRADE

TABLE 504.4 – ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE

E OCCUPANCY: TYPE VB NON-SPRINKLERED = 1

ACTUAL BUILDING HEIGHT = 10’-7” ABOVE GRADE

ACTUAL STORIES = 1

BUILDING HEIGHT COMPLIES WITH CODE.

ALLOWABLE FLOOR AREA

TABLE 506.2 - ALLOWABLE AREA

E OCCUPANCY: TYPE VB NON-SPRINKLERED = 9,500 SF

ACTUAL FLOOR AREA

FIRST FLOOR 855 SF

TOTAL 855 SF

BUILDING FLOOR AREA COMPLIES WITH CODE.

SEE FIRE SPRINKLER MEMO ON G0.0.

FIRE EXTINGUISHERS SHALL BE PROVIDED IN ALL ROOMS.

REFER TO ELECTRICAL SHEETS FOR FIRE ALARM LOCATIONS.

TYPES OF CONSTRUCTION

TABLE 601 - FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS)

STRUCTURAL FRAME = 0 HOURS

BEARING WALLS

EXTERIOR = 0 HOURS

INTERIOR = 0 HOURS

NONBEARING WALLS AND PARTITIONS

EXTERIOR = 0 HOURS

INTERIOR = 0 HOURS

FLOOR CONSTRUCTION = 0 HOURS

ROOF CONSTRUCTION = 0 HOURS

TABLE 602 – FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE

SEPARATION DISTANCE

VB CONSTRUCTION FOR OCCUPANCY E, B AND S-1 IN VB

DISTANCE REQUIRED

10 < X < 30 0 X > 30 0

OCCUPANT AREA AND LOAD

AREA OCCUPANCY TYPE LOAD FACTOR OCCUPANT LOAD

FIRST FLOOR

CLASSROOM 105 621 EDUCATION 20 31

STORAGE 106 47 STORAGE 300 1

KITCHENETTE 109 62 EDUCATION 20 4

TOTAL 36

MEANS OF EGRESS

TABLE 1004.1.2 – MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT

CLASSROOM = 20 NET

1006.2.1 EGRESS BASED ON OCCUPANT LOAD AND COMMON PATH OF EGRESS TRAVEL DISTANCE. TWO

EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL BE PROVIDED WHERE THE DESIGN

OCCUPANT LOAD OR THE COMMON PATH OF EGRESS TRAVEL DISTANCE EXCEEDS THE VALUES LISTED IN

TABLE 1006.2.1.

TABLE 1006.2.1 – SPACES WITH ONCE EXIT OR EXIT ACCESS DOORWAY

E OCCUPANCY WITHOUT SPRINKLER: OCCUPANT LOAD < 30 = 75’ MAX COMMON PATH OF EGRESS TRAVEL

DISTANCE

1006.3.2 SINGLE EXITS – SHALL BE PERMITTED WHEN OCCUPANT LOAD AND EXIT ACCESS TRAVEL

DISTANCE DO NOT EXCEED THE VALUES IN TABLE 1006.3.2

TABLE 1006.3.2 – STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT

STORY OCCUPANCY MAX OCCUPANT MAX. COMMON PATH OF

PER STORY EGRESS TRAVEL DISTANCE

FIRST STORY ABOVE OR BELOW GRADE PLANE:

E OCCUPANCY 49 75’

EXITS REQUIRED BASED ON TABLE 1006.3.2

OCCUPANTS REQUIRED PROVIDED

FIRST FLOOR 36 1 2

MEANS OF EGRESS ILLUMINATION

1008.3.2 BUILDINGS - IN THE EVENT OF POWER FAILURE IN BUILDINGS THAT REQUIRE TWO OR MORE MEANS OF EGRESS, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE ALL OF THE

FOLLOWING AREAS.

ONLY ONE EXIT IS REQUIRED IN THE RANCH HOUSE, THEREFORE EMERGENCY ILLUMINATION IS NOT

REQUIRED.

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF7/

3/

:3

1:

P M

C :\A ut oD es k

S av e Lo ca tio ns \R ev it\

T H

R O

B un kh ou se _s us ie ha ck er an da rc h.

co m

.r vt

G0.5

NAA

THEODORE ROOSEVELT NATIONAL PARK

PEACEFUL VALLEY RANCH

138248

228216

CN

KAC

07/01/2019 7 120

CODE SHEET -

BUNKHOUSE

G0.5

BUNKHOUSE FIRST FLOOR CODE PLAN1

SCALE OF FEET

16808

SCALE A

CLASSROOM

MECHANICAL

RESTROOM

KITCHENETTE

TURNING CIRCLE - 60" DIAMETER

ACCESSIBLE ROUTE - 36" CLEAR

ACCESSIBLE ENTRY

MANEUVERING CLEARANCE AT DOOR;

ARROW INDICATES APPROACH DIRECTION

TACTILE EXIT SIGN

PLAN LEGEND

48"

GENERAL NOTES:

1. ALL SIGNAGE SHALL COMPLY W/ ABAAS AND WILL BE REVIEWED IN

SUBMITTAL FORMAT PRIOR TO FABRICATION AND INSTALLATION.

2. SIGNAGE NEEDS TO COMPLY WITH F216.6 & 703.2.1

3. ALL NEW WALK, RAMP AND LANDING ELEMENTS SHALL MEET ABA SURFACE

REQUIREMENTS.

4. ALL NEW HANDRAILS SHALL MEET ABA REQUIREMENTS.

ACCESSIBILITY ANALYSIS:

FIRST FLOOR - FULLY ACCESSIBLE

RAMP SLOPE:

PER CODE:

1:12 MAX SLOPE FOR 30" MAX RISE

1:20 MAX WALK SLOPE ALL OTHER LOCATIONS

NPS GUIDELINES TO ENSURE RAMP MEETS ABAAS WHEN CONSTRUCTED:

1:13.5 RAMP MAX SLOPE FOR 30" MAX RISE

1:25 WALK SLOPE ALL OTHER LOCATIONS

ALL SLOPES ARE SHOWN AS A MAXIMUM, ALL RAMPS INSTALLED SHALL HAVE

SHALLOWER SLOPES THAN INDICATED.

DOORWAY WIDTH:

404.2.3 CLEAR WIDTH = 32" MIN.

ALL DOORS SHOWN ON ACCESSIBLE PATH MEET OR SHALL MEET 32" MINIMUM

WIDTH.

4"

EXIT

ROUNDED EDGES

SIGNS SHALL BE PROVIDED IN ACCORDANCE

WITH F216 AND SHALL COMPLY WITH 703.

703.4.1 HEIGHT ABOVE FINISH FLOOR OR

GROUND. TACTILE CHARACTERS ON SIGNS

SHALL BE LOCATED 48" MINIMUM FROM THE

FINISH FLOOR OR GROUND SURFACE,

MEASURED FROM THE BASELINE OF THE

LOWEST TACTILE CHARACTER AND 60"

MAXIMUM ABOVE THE FINISH FLOOR OR

GROUND SURFACE, MEASURED FROM THE

BASELINE OF THE HIGHEST TACTILE

CHARACTER

703.4.2 LOCATION. WHERE TACILE SIGN IS

PROVIDED AT A DOOR, THE SIGN SHALL BE

LOCATED ALONSIDE THE DOOR AT THE

LATCH SIDE.

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF7/

3/

:3

2:

P M

C :\A ut oD es k

S av e Lo ca tio ns \R ev it\

T H

R O

B un kh ou se _s us ie ha ck er an da rc h.

co m

.r vt

G0.6

NAA

THEODORE ROOSEVELT NATIONAL PARK

PEACEFUL VALLEY RANCH

138248

228216

CN

KAC

07/01/2019 8 120

ACCESSIBILITY

SHEET - BUNKHOUSE

G0.6

BUNKHOUSE FIRST FLOOR ACCESSIBILITY PLAN1

SCALE OF FEET

16808

SCALE A

SCALE A

G0.6

TACTILE EXIT SIGN2

SCALE A

SCALE OF INCH

606 3

SCALE BDRAFT

SUPPORT

SPACE

SUPPORT

SPACE

SUPPORT

SPACE

STORAGE

72'-6"/2 = 36'-1

FE

FE

FE

FE

BUILDING CODE ANALYSIS

2015 INTERNATIONAL BUILDING CODE (IBC); 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC)

CODE ASSUMPTIONS FOR THE BARN

THIS PHASE OF CONSTRUCTION IS FOCUSED ON REHABILITATION AND STABILIZATION OF THE

BUILDING. FUTURE PHASE(S) OF CONSTRUCTION WILL PROVIDE WORK SPECIFIC TO THE FINAL DETERMINED USE OF THE BUILDING AND SITE. FOR THIS SET, THE FOLLOWING USE ASSUMPTIONS

WERE MADE FOR THE BARN:

FIRST FLOOR: EDUCATION OCCUPANCY WITH A SMALL STORAGE ROOM (104)

THE BARN IS LISTED ON THE NATIONAL REGISTER OF HISTORIC PLACES AND THE CODE ANALYSIS WAS

PERFORMED UNDER CHAPTER 12 OF THE IEBC.

THE BARN IS CHANGING USE FROM UTILITY TO EDUCATIONAL OCCUPANCY. THE DESIGN MEETS 2015 IBC CODE REQUIREMENTS AS LISTED BELOW. VARIANCE IS REQUESTED FOR THE TWO EXTERIOR EXIT DOORS ON THE WEST ELEVATION. DOOR HEADERS AT THOSE EXITS CANNOT BE EXTENDED TO 6’-8” WITHOUT RAISING THE ENTIRE ROOF OF THE BUILDING. BOTH OPENINGS WILL BE IMPROVED AS MUCH AS POSSIBLE WHILE MAINTAINING THE CURRENT ROOFING CONFIGURATION. CURRENTLY THE HEADER OF DOOR 100 IS AT 6’-0” AND WILL BE RAISED TO 6’-5”. THE HEADER OVER DOOR 104 IS CURRENTLY AT

5’-11” AND WILL BE RAISED TO 6’-4”.

BUILDING HEIGHT AND NUMBER OF STORIES

TABLE 504.3 - AVAILABLE BUILDING HEIGHT AND NUMBER OF STORIES

E OCCUPANCY: ALLOWABLE HEIGHT FOR TYPE VB = 40’ ABOVE GRADE

TABLE 504.4 – ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE

E OCCUPANCY: TYPE VB NON-SPRINKLERED = 1

ACTUAL BUILDING HEIGHT = 14’-5” ABOVE GRADE

ACTUAL STORIES = 1

BUILDING HEIGHT COMPLIES WITH CODE.

ALLOWABLE FLOOR AREA

TABLE 506.2 - ALLOWABLE AREA

E OCCUPANCY: TYPE VB NON-SPRINKLERED = 9,500 SF

ACTUAL FLOOR AREA

FIRST FLOOR 1,516 SF

TOTAL 1,516 SF

BUILDING FLOOR AREA COMPLIES WITH CODE.

MIXED USE AND OCCUPANCY

508.2 ACCESSORY OCCUPANCIES. ACCESSORY OCCUPANCIES ARE THOSE OCCUPANCIES THAT ARE

ANCILLARY TO THE MAIN OCCUPANCY OF THE BUILDING OR PORTION THEREOF. ACCESSORY

OCCUPANCIES SHALL COMPLY WITH THE PROVISIONS OF SECTIONS 508.2.1 THROUGH 508.2.4.

508.2.3 ALLOWABLE BUILDING AREA. THE ALLOWABLE AREA OF THE BUILDING SHALL BE BASED ON THE APPLICABLE PROVISIONS OF SECTION 506 FOR THE MAIN OCCUPANCY OF THE BUILDING. AGGREGATE

ACCESSORY OCCUPANCIES SHALL NOT OCCUPY MORE THAN 10 PERCENT OF THE FLOOR AREA OF

THE STORY IN WHICH THEY ARE LOCATED AND SHALL NOT EXCEED THE TABULAR VALUES FOR

NONSPRINKLERED BUILDINGS IN TABLE 506.2 FOR EACH SUCH ACCESSORY OCCUPANCY.

S-1 OCCUPANCY (STORAGE 104) = 47 SF

S-1 OCCUPANCY IS AN ACCESSORY OCCUPANCY.

508.3 NONSEPARATED OCCUPANCIES. BUILDINGS OR PORTIONS OF BUILDINGS THAT COMPLY WITH

THE PROVISIONS OF THIS SECTION SHALL BE CONSIDERED AS NONSEPARATED OCCUPANCIES.

TYPES OF CONSTRUCTION

TABLE 601 - FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS)

STRUCTURAL FRAME = 0 HOURS

BEARING WALLS

EXTERIOR = 0 HOURS

INTERIOR = 0 HOURS

NONBEARING WALLS AND PARTITIONS

EXTERIOR = 0 HOURS

INTERIOR = 0 HOURS

FLOOR CONSTRUCTION = 0 HOURS

ROOF CONSTRUCTION = 0 HOURS

TABLE 602 – FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE

SEPARATION DISTANCE

VB CONSTRUCTION FOR OCCUPANCY E AND S-1 IN VB

DISTANCE REQUIRED

X > 30 0

SEE FIRE SPRINKLER MEMO ON G0.0.

FIRE EXTINGUISHERS SHALL BE PROVIDED IN ALL ROOMS.

REFER TO ELECTRICAL SHEETS FOR FIRE ALARM LOCATIONS.

OCCUPANT AREA AND LOAD

AREA OCCUPANCY TYPE LOAD FACTOR OCCUPANT LOAD

FIRST FLOOR

SUPPORT SPACE 101 656 EDUCATION 20 33

SUPPORT SPACE 102 162 EDUCATION 20 9

CLASSROOM 103 643 EDUCATION 20 33

STORAGE 104 47 STORAGE 300 1

TOTAL 76

MEANS OF EGRESS

TABLE 1004.1.2 – MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT

CLASSROOM = 20 NET

STORAGE = 300 GROSS

1006.2.1 EGRESS BASED ON OCCUPANT LOAD AND COMMON PATH OF EGRESS TRAVEL DISTANCE.

TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL BE PROVIDED WHERE THE DESIGN

OCCUPANT LOAD OR THE COMMON PATH OF EGRESS TRAVEL DISTANCE EXCEEDS THE VALUES

LISTED IN TABLE 1006.2.1.

EXITS REQUIRED BASED ON TABLE 1006.3.2

OCCUPANTS REQUIRED PROVIDED

FIRST FLOOR 76 2 2

FIRE SAFETY/EGRESS LEGEND

- EGRESS DOOR W/ EXIT SIGNAGE

- DIRECTION OF EGRESS TRAVEL

- FIRE EXTINGUISHER

- TACTILE AND ILLUMINATED EXIT

SIGNAGE AND EMERGENCY LIGHT*

FE

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF7/

3/

:3

4:

P M

C :\A ut oD es k

S av e Lo ca tio ns \R ev it\

T H

R O

B ar n_ su si eh ac ke r@ an da rc h.

co m .r vt

G0.7

NAA

THEODORE ROOSEVELT NATIONAL PARK

PEACEFUL VALLEY RANCH

138248

228216

DAM

KAC

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CODE SHEET - BARN

G0.7

BARN CODE PLAN1

SCALE OF FEET

16808

SCALE A

SUPPORT

SPACE

SUPPORT

SPACE

SUPPORT

SPACE

STORAGE

TURNING CIRCLE - 60" DIAMETER

ACCESSIBLE ROUTE - 36" CLEAR

ACCESSIBLE ENTRY

MANEUVERING CLEARANCE AT DOOR;

ARROW INDICATES APPROACH DIRECTION

PLAN LEGEND

48"

GENERAL NOTES:

1. ALL SIGNAGE SHALL COMPLY W/ ABAAS AND WILL BE REVIEWED IN

SUBMITTAL FORMAT PRIOR TO FABRICATION AND INSTALLATION.

2. SIGNAGE NEEDS TO COMPLY WITH F216.6 & 703.2.1

3. ALL NEW WALK, RAMP AND LANDING ELEMENTS SHALL MEET ABA SURFACE

REQUIREMENTS.

4. ALL NEW HANDRAILS SHALL MEET ABA REQUIREMENTS.

ACCESSIBILITY ANALYSIS:

FIRST FLOOR - PARTIALLY ACCESSIBLE

NOTE:

BASE BID INCLUDES COMPACTED SOIL INSIDE BARN SPACE 101, 102 AND 103.

CONTRACTOR SHALL COMPACT SOIL TO MEET ABAAS REQUIREMENTS FOR

ACCESSIBLE SURFACE.

DOORWAY WIDTH:

404.2.3 CLEAR WIDTH = 32" MIN.

ALL DOORS SHOWN ON ACCESSIBLE PATH MEET OR WILL MEET 32" MINIMUM

WIDTH.

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF7/

3/

:3

4:

P M

C :\A ut oD es k

S av e Lo ca tio ns \R ev it\

T H

R O

B ar n_ su si eh ac ke r@ an da rc h.

co m .r vt

G0.8

NAA

THEODORE ROOSEVELT NATIONAL PARK

PEACEFUL VALLEY RANCH

138248

228216

DAM

KAC

07/01/2019 10 120

ACCESSIBILITY

SHEET - BARN

G0.8

BARN ACCESSIBILITY PLAN1

SCALE OF FEET

16808

SCALE A

SCALE A

NOTE:

CONCRETE FLOOR SLAB MUST BE INSTALLED FOR BARN TO BE

ACCESSIBLE. EITHER BY INCLUSION OF BID OPTION #3 IN THIS

PROJECT OR AS PART OF THE NEXT PHASE OF CONSTRUCTION.DRAFT

EXISTING CONDITIONSDRAFT

G1.0

GENERAL NOTES 1

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

DLS

THEODORE ROOSEVELT NATIONAL PARK

PEACEFUL VALLEY RANCH

138248

228216

NJB

JDP

07/01/2019 120

DRAFT

AutoCAD SHX Text GENERAL REQUIREMENTS GOVERNING CODE THE DESIGN AND CONSTRUCTION OF THIS PROJECT IS GOVERNED BY THE 2017 NORTH DAKOTA STATE BUILDING CODE (NDSBC) BASED ON THE 2015 INTERNATIONAL BUILDING CODE (IBC) WITH AMENDMENTS. THE STRUCTURAL DRAWINGS ARE INTENDED TO SHOW THE GENERAL CHARACTER AND EXTENT OF THE PROJECT ARE NOT INTENDED TO SHOW ALL DETAILS OF THE WORK USE DETAILS MARKED “TYPICAL” WHEREVER THEY APPLY. TYPICAL” WHEREVER THEY APPLY. WHEREVER THEY APPLY. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DETAILS AND ACCURACY OF THE WORK; FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS; FOR SELECTING FABRICATION PROCESSES; FOR TECHNIQUES OF ASSEMBLY; AND FOR PERFORMING WORK IN A SAFE AND SECURE MANNER. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND ALL JOB RELATED SAFETY STANDARDS SUCH AS OSHA AND DOSH (DEPARTMENT OF OCCUPATIONAL SAFETY AND HEALTH). THE CONTRACTOR IS RESPONSIBLE FOR THE STRENGTH AND STABILITY OF THE STRUCTURE DURING CONSTRUCTION AND SHALL PROVIDE TEMPORARY SHORING, BRACING AND OTHER ELEMENTS REQUIRED TO MAINTAIN STABILITY UNTIL THE STRUCTURE IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH WORK REQUIRED IN THE CONSTRUCTION DOCUMENTS AND REQUIREMENTS FOR EXECUTING IT PROPERLY. THE STRUCTURE SHOWN ON THE PLANS HAS BEEN DESIGNED FOR STABILITY UNDER THE FINAL CONFIGURATION ONLY. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE. CONFLICTS BETWEEN THE DRAWINGS AND THE ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK. DESIGN LOADS FLOOR LIVE: 50 PSF 50 PSF ROOF LIVE: 20 PSF 20 PSF GROUND SNOW: 30 PSF 30 PSF FROST DEPTH: 55" WIND: 90 MPH (ASD); 112 MPH (Vult) 90 MPH (ASD); 112 MPH (Vult) RISK CAT. II II EXP C C Cpi +/- 0.18 +/- 0.18 SEISMIC: Ss=0.058g Ss=0.058g S1=0.027g SDS=0.062g SD1=0.043g RISK CAT. D Ie 1.0 1.0 SITE CL. D D DES. CAT. A SYS. SHEATHED LIGHT FRAMED WOOD WALLS OR STACKED LOG WALLS SHEATHED LIGHT FRAMED WOOD WALLS OR STACKED LOG WALLS CS 0.031 0.031 R 2 2 METHOD EQUIVALENT LATERAL FORCE EQUIVALENT LATERAL FORCE SPECIAL INSPECTIONS SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH IBC SECTIONS 1704 TO 1708. FOUNDATIONS, FOOTINGS, UNDER SLAB SYSTEMS AND FRAMING ARE SUBJECT TO INSPECTION BY THE BUILDING OFFICIAL IN ACCORDANCE WITH IBC 110.3. CONTRACTOR SHALL COORDINATE ALL REQUIRED INSPECTIONS WITH THE BUILDING OFFICIAL. SPECIAL INSPECTORS SHALL BE EMPLOYED BY THE OWNER TO PROVIDE SPECIAL INSPECTIONS FOR THE PROJECT. REFERENCE THE STATEMENT OF SPECIAL INSPECTIONS FOR SPECIAL INSPECTION REQUIREMENTS. SUBMITTALS: SHOP DRAWINGS SHALL BE SUBMITTED TO THE C.O. PRIOR TO FABRICATION AND : SHOP DRAWINGS SHALL BE SUBMITTED TO THE C.O. PRIOR TO FABRICATION AND CONSTRUCTION REGARDING ALL STRUCTURAL ITEMS, REF SPECIFICATION 01 40 00 FOR MORE INFORMATION. IF THE SHOP DRAWINGS DIFFER FROM, OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS, THEY SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF NORTH DAKOTA. ANY CHANGES TO THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE C.O. AND ARE SUBJECT TO REVIEW AND ACCEPTANCE OF THE ENGINEER. DESIGN DRAWINGS, SHOP DRAWINGS, AND CALCULATIONS FOR THE DESIGN AND FABRICATION OF ITEMS THAT ARE DESIGNED BY OTHERS, INCLUDING: STAIRS, PREFABRICATED WOOD JOISTS, SKYLIGHTS AND GLAZING SYSTEMS SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF NORTH DAKOTA, AND SHALL BE SUBMITTED TO THE C.O. PRIOR TO FABRICATION. CALCULATIONS SHALL BE INCLUDED FOR ALL CONNECTIONS TO THE STRUCTURE, CONSIDERING LOCALIZED EFFECTS ON STRUCTURAL ELEMENTS INDUCED BY THE CONNECTION LOADS. DESIGN SHALL BE BASED ON THE REQUIREMENTS OF THE CODES AND LOADING CRITERIA LISTED ABOVE. THE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF MECHANICAL, PLUMBING, AND ELECTRICAL EQUIPMENT, MACHINERY, AND ASSOCIATED PIPING WITH THE STRUCTURE. ANY CONNECTIONS TO STRUCTURE NOT CONFORMING TO SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION (SMACNA), OR SPECIFICALLY DETAILED ON THE MECHANICAL ENGINEER'S DRAWINGS, SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF NORTH DAKOTA, AND SHALL BE SUBMITTED TO THE C.O. PRIOR TO FABRICATION. FIELD ENGINEERED DETAILS DEVELOPED BY THE CONTRACTOR THAT DIFFER FROM, OR ADD TO THE STRUCTURAL DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF NORTH DAKOTA AND SHALL BE SUBMITTED TO THE C.O. PRIOR TO CONSTRUCTION. CAST-IN-PLACE CONCRETE CONCRETE WORK SHALL CONFORM TO ACI 301 “SPECIFICATIONS FOR STRUCTURAL CONCRETE”. SPECIFICATIONS FOR STRUCTURAL CONCRETE”. . CONTRACTOR TO SUBMIT ALL MIX DESIGNS REQUIRED BY ACI 301 SECTIONS 4.2.1. CONTRACTOR TO VERIFY CONCRETE STRENGTHS BY STANDARD 28-DAY CYLINDER TESTS PER ASTM C39. CONTRACTOR TO USE THE FOLLOWING MIX DESIGN REQUIREMENTS FOOTINGS AND FLOOR SLABS F'C = 4000 PSI, 28 DAY STRENGTH 1 INCH MAXIMUM AGGREGATE 0.5 MAXIMUM WATER/CEMENT RATIO HIGHER WATER/CEMENT RATIOS THAN SHOWN ABOVE MAY BE USED IF SUBSTANTIATED IN ACCORDANCE WITH ACI 318, CHAPTER 5. MINIMUM CEMENT CONTENT PER CUBIC YARD SHALL BE AS FOLLOWS: F'C (PSI) MINIMUM CEMENT PER CUBIC YARD MINIMUM CEMENT PER CUBIC YARD 3,000 470 LBS. 470 LBS. FLYASH CONFORMING TO ACI 318, TYPE F OR TYPE C, MAY BE USED TO REPLACE UP TO 20% OF THE CEMENT CONTENT, PROVIDED THAT THE MIX STRENGTH IS SUBSTANTIATED BY TEST DATA. THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS, ALONG WITH TEST DATA AS REQUIRED, A MINIMUM OF TWO WEEKS PRIOR TO PLACING CONCRETE. A WATER-REDUCING ADMIXTURE CONFORMING TO ASTM C494, USED IN STRICT ACCORDANCE WITH THE MANUFACTURERS' RECOMMENDATIONS, SHALL BE INCORPORATED IN CONCRETE DESIGN MIXES. A HIGH-RANGE WATER-REDUCING (HRWR) ADMIXTURE CONFORMING TO ASTM C494, TYPE F OR G, MAY BE USED IN CONCRETE MIXES, PROVIDING THAT THE SLUMP DOES NOT EXCEED 10". AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C260 SHALL BE USED IN CONCRETE MIXES FOR EXTERIOR HORIZONTAL SURFACES EXPOSED TO WEATHER. THE AMOUNT OF ENTRAINED AIR SHALL BE 5% + 1% BY VOLUME. SLEEVES, OPENINGS, CONDUIT, AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER BEFORE POURING. CONDUITS EMBEDDED IN SLABS SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN ONE THIRD OF THE THICKNESS OF THE SLAB AND SHALL NOT BE SPACED CLOSER THAN THREE DIAMETERS ON CENTER. PROVIDE 3/4" CHAMFERS ON ALL EXPOSED CONCRETE EDGES UNLESS NOTED OTHERWISE. CONCRETE REINFORCING CONCRETE REINFORCING SHALL CONFORM TO ACI 301 “STANDARD SPECIFICATIONS FOR STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE”. . CONTRACTOR SHALL SUBMIT PLACING DRAWINGS SHOW FABRICATION DIMENSIONS AND LOCATIONS FOR PLACEMENT OF REINFORCEMENT AND REINFORCEMENT SUPPORTS. MATERIALS REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60, DEFORMED BARS AND ASTM A185 FOR SMOOTH WELDED WIRE FABRIC (WWF), UNLESS OTHERWISE NOTED. REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A706. COLUMN SPIRALS SHALL BE PLAIN OR DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60. REINFORCING STEEL SHALL BE SECURELY TIED IN PLACE WITH #16 ANNEALED IRON WIRE. BARS IN SLABS SHALL BE SUPPORTED ON WELL-CURED CONCRETE BLOCKS OR APPROVED METAL CHAIRS, AS SPECIFIED BY THE CRSI MANUAL OF STANDARD PRACTICE, MSP-1. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE "ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES," ACI 315. WELDING OF REINFORCING STEEL IS NOT PERMITTED.