NDSU Design Build - DD Drawing Set

CODE SUMMARY

2007 MN STATE BUILDING CODE:

• 2006 INTERNATIONAL BUILDING CODE ADOPTED WITH STATE AMENDMENTS, CHAPTER 1305,

EFFECTIVE JULY 10, 2007

• 2006 INTERNATIONAL RESIDENTIAL CODE ADOPTED WITH STATE AMENDMENTS, CHAPTER 1309,


• 2000 GUIDELINES FOR THE REHABILITATION OF EXISTING BUILDINGS ADOPTED WITH STATE

AMENDMENTS, CHAPTER 1311, EFFECTIVE MARCH 31, 2003

• 2008 NATIONAL ELECTRICAL CODE, CHAPTER 1315, EFFECTIVE SEPTEMBER 15, 2008

• MINNESOTA ENERGY CODE CHAPTERS 1322 & 1323, EFFECTIVE JUNE 1, 2009

• MINNESOTA ACCESSIBILITY CODE (2006 IBC, 2003 ICC/ANSI 117.1) ADOPTED WITH STATE

AMENDMENTS, CHAPTER 1341, EFFECTIVE JULY 10, 2007

• 2006 INTERNATIONAL MECHANICAL & FUEL GAS CODES ADOPTED WITH STATE AMENDMENTS,

CHAPTER 1346, EFFECTIVE OCTOBER 26, 2009

• MINNESOTA STATE PLUMBING CODE, CHAPTER 4715, EFFECTIVE OCTOBER 23, 2009

2007 MN STATE FIRE CODE:

• 2006 INTERNATIONAL FIRE CODE ADOPTED WITH STATE AMENDMENTS, CHAPTER 7511, EFFECTIVE

JULY 10, 2007

OCCUPANCY CLASSIFICATION

RESIDENTIAL R-3 (310.1 RESIDENTIAL GROUP R, 2007 MINNESOTA STATE BUILDING CODE, ADOPTION OF

THE 2006 INTERNATIONAL BUILDING CODE) RESIDENTIAL OCCUPANCY CONTAINING SLEEPING UNITS TO

ACCOMMODATE 5 OR FEWER PERSONS.

BUILDING HEIGHT & AREAS

PROPOSED: 1 STORY & MEZZANINE, 462 SQFT BUILDING AREA, 194 SQFT MEZZANINE AREA

ALLOWABLE: 2 STORY

TYPE OF CONSTRUCTION

PROPOSED: TYPE VB

FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS)

STRUCTURAL FRAME = 0 BEARING WALLS EXTERIOR & INTERIOR = 0

NONBEARING EXTERIOR WALLS & PARTITIONS = 0 NONBEARING INTERIORS & PARTITIONS = 0

FLOOR CONSTRUCTION = 0 ROOF CONSTRUCTION = 0

INTERIOR FINISHES

CLASS C-FLAME SPREAD

FIRE PROTECTION SYSTEMS

AN AUTOMATIC SPRINKLER SYSTEM IS NOT REQUIRED (903.2.7 MSBC)

MEANS OF EGRESS

MAIN LEVEL: (1) SOUTH DOOR, 3' WIDE; (1) WEST DOOR, 3' WIDE

MEZZANINE: (1) NORTH LOFT WINDOW, 3'-6" X 4'; (1) SOUTH LOFT WINDOW, 3'-6" X 4'

ACCESSIBILITY

ACCESSIBLE ROUTE FROM PARKING TO MAIN LEVEL. LOFT LEVEL IS NOT ACCESSIBLE BUT SLEEPING

AMENITY PROVIDED ON MAIN LEVEL.

CODE SUMMARY

2007 MN STATE BUILDING CODE:

• 2006 INTERNATIONAL BUILDING CODE ADOPTED WITH STATE AMENDMENTS, CHAPTER 1305,


• 2006 INTERNATIONAL RESIDENTIAL CODE ADOPTED WITH STATE AMENDMENTS, CHAPTER 1309,


• 2000 GUIDELINES FOR THE REHABILITATION OF EXISTING BUILDINGS ADOPTED WITH STATE

AMENDMENTS, CHAPTER 1311, EFFECTIVE MARCH 31, 2003

• 2008 NATIONAL ELECTRICAL CODE, CHAPTER 1315, EFFECTIVE SEPTEMBER 15, 2008

• MINNESOTA ENERGY CODE CHAPTERS 1322 & 1323, EFFECTIVE JUNE 1, 2009

• MINNESOTA ACCESSIBILITY CODE (2006 IBC, 2003 ICC/ANSI 117.1) ADOPTED WITH STATE

AMENDMENTS, CHAPTER 1341, EFFECTIVE JULY 10, 2007

• 2006 INTERNATIONAL MECHANICAL & FUEL GAS CODES ADOPTED WITH STATE AMENDMENTS,

CHAPTER 1346, EFFECTIVE OCTOBER 26, 2009

• MINNESOTA STATE PLUMBING CODE, CHAPTER 4715, EFFECTIVE OCTOBER 23, 2009

2007 MN STATE FIRE CODE:

• 2006 INTERNATIONAL FIRE CODE ADOPTED WITH STATE AMENDMENTS, CHAPTER 7511, EFFECTIVE

JULY 10, 2007

OCCUPANCY CLASSIFICATION

RESIDENTIAL R-3 (310.1 RESIDENTIAL GROUP R, 2007 MINNESOTA STATE BUILDING CODE, ADOPTION OF

THE 2006 INTERNATIONAL BUILDING CODE) RESIDENTIAL OCCUPANCY CONTAINING SLEEPING UNITS TO

ACCOMMODATE 5 OR FEWER PERSONS.

BUILDING HEIGHT & AREAS

PROPOSED: 1 STORY & MEZZANINE, 462 SQFT BUILDING AREA, 194 SQFT MEZZANINE AREA

ALLOWABLE: 2 STORY

TYPE OF CONSTRUCTION

PROPOSED: TYPE VB

FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS)

STRUCTURAL FRAME = 0 BEARING WALLS EXTERIOR & INTERIOR = 0

NONBEARING EXTERIOR WALLS & PARTITIONS = 0 NONBEARING INTERIORS & PARTITIONS = 0

FLOOR CONSTRUCTION = 0 ROOF CONSTRUCTION = 0

INTERIOR FINISHES

CLASS C-FLAME SPREAD

FIRE PROTECTION SYSTEMS

AN AUTOMATIC SPRINKLER SYSTEM IS NOT REQUIRED (903.2.7 MSBC)

MEANS OF EGRESS

MAIN LEVEL: (1) SOUTH DOOR, 3' WIDE; (1) WEST DOOR, 3' WIDE

MEZZANINE: (1) NORTH LOFT WINDOW, 3'-6" X 4'; (1) SOUTH LOFT WINDOW, 3'-6" X 4'

ACCESSIBILITY

ACCESSIBLE ROUTE FROM PARKING TO MAIN LEVEL. LOFT LEVEL IS NOT ACCESSIBLE BUT SLEEPING

AMENITY PROVIDED ON MAIN LEVEL.

North Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011

Design Development

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Date:

NOT FOR CONSTRUCTION

These documents are the work of students

of the Design Build studio at the North Dakota

State University. These do not constitute

professional advice.

T001TITLE

PA-CS

ITASCA PHPP PRE-CERT/STATE FAIR

05/06/11

SHEET LIST

A403 FOUNDATION TO WINDOW DETAIL

A404 NORTH WEST & SOUTHWEST CORNER DETAIL

A405 DOOR TO WALL DETAIL

A406 WALL TO OPERABLE DETAIL

A407 WINDOW TO HEADER DETAIL

A408 FIXED WINDOW DETAIL

A409 LOFT TO WALL DETAIL

A410 ROOF RIDGE DETAIL

A411 ROOF TO WALL DETAIL

A412 ROOF TO WALL RAKE DETAIL

A500 INTERIOR ELEVATION KITCHEN

A501 INTERIOR ELEVATIONS EAST

A502 INTERIOR ELEVATIONS SOUTH & WEST

A503 INTERIOR ELEVATION STAIR NORTH

A504 INTERIOR ELEVATION STAIR SOUTH

A505 INTERIOR ELEVATIONS BATHROOM

A506 INTERIOR ELEVATION STAIR SECTION

A600 COUCH AXON

A601 INTERIOR LOFT RAILING

A602 AXON STAIR NORTH

A603 AXON STAIR SOUTH

A604 AXON LOFT RAILING

E100 ELECTRICAL

E101 ELECTRICAL DETAILS

M100 HVAC MAIN LEVEL & LOFT LEVEL

M101 MECHANICAL SECTION

M102 PLUMBING SUPPLY

SHEET LIST

T001 TITLE

T002 MATERIALS SCHEDULE

T003 PHPP & ATHENA

T004 LEED

T005 SHADING STUDIES DECEMBER

T006 SHADING STUDIES JUNE

T007 RENDERINGS

A100 SITE PLAN

A101 PLAN MAIN LEVEL

A102 PLAN LOFT LEVEL

A103 TREATED FLOOR AREAS

A104 PLAN ROOF

A105 FOUNDATION PLAN

A106 FRAMING PLANS

A107 DOOR AND WINDOW SCHEDULE

A200 ELEVATION SHADING STRUCTURE SOUTH

A201 ELEVATION SHADING STRUCTURE EAST

A202 ELEVATION SOUTH

A203 ELEVATION NORTH

A204 ELEVATION EAST

A205 ELEVATION WEST

A300 SECTION NORTH TO SOUTH LOFT

A301 SECTION NORTH TO SOUTH

A302 SECTION EAST TO WEST STAIRS

A303 SECTION WEST TO EAST

A400 FOUNDATION N + E DETAIL

A401 FOUNDATION S + W DETAIL

A402 FOUNDATION TO DOOR DETAIL


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T001TITLE

PA-CS


05/06/11

A700 SPECIFICATIONS

INTERIOR FINISH SCHEDULE

FLOOR1" x 6" Oiled, Reclaimed T & G Pine at Loft

Sealed Concrete at First Floor

2"x8" Joist

INTERIOR FINISHAlt. #1: 1" x 4" Reclaimed Pine, Oiled

Alt. #2: 1" x 4" Reclaimed Fir, Oiled

Epoxy Sealed Concrete Panels with Glass Aggregate at Kitchen

INTERIOR DOORSolid Core Veneer Maple, Oiled

CEILINGAlt. #1: 1" x 4" Reclaimed Pine, Oiled

Alt. #2: 1" x 4" Reclaimed Fir, Oiled

INTERIOR STRUCTUREAlt. #1: 4" x 4" Reclaimed Douglas Fir Heavy Timber Columns

Alt. #2: 4" x 4" Painted Parallam

WINDOWS & DOORSReclaimed Pine At Sill and Head, Oiled

Reclaimed Pine At Jambs, Oiled (Cut One Piece to Fit Window Width)

STAIRS & SHELVINGFixed Burlap Panel Framed with 2" x 2" Maple, Oiled

1/2" Galvanized Welded Wire Black Fabric set in a 2"x2" Unfinished Maple Frame

1" x 3" Maple Battens, Oiled

2" x 12" Maple Shelves, Oiled

1" x 12" Maple Stair Treads, Oiled

2" x 2" Maple, Oiled

2" x 18" Maple, Oiled

CABINETRYOiled Maple Plywood

Provide Cut-Outs in Lieu of Hardware

COUNTERTOPSEpoxy Sealed Concrete Countertop with Glass Aggregate

18" x 24" (LLV) Metal Workstation Bracket (stainless steel)

KITCHENWolf Convection Microwave - model #: MWC24 with 30" trim kit (stainless steel trim)

Wolf 30" Induction Cooktop - model #: CT30IU

Frigidaire Top-Freezer Refrigerator - model #: LGUI1849LF (stainless steel)

Kohler Faucet - model #: K-7505 (polished chrome)

Kohler Sink - model #: K-3936 (stainless steel)

BATHROOMKohler Lavatory - model #: K-14293 (white)

Kohler Faucet - model #: K-T14414-4 (polished chrome)

Kohler Multi-Function Handshower - model #: K-10298 (polished chrome)

Kohler Slider Bar - model #: K-9516 (polished chrome)

Kohler Persuade Dual Flush Toilet - model #: K-3654 (white, polished chrome)

Kohler Brevia™ Elongated Toilet Seat - model #: K-4664 (white)

Freewill One-Piece Barrier-Free Transfer Shower Module - model #: K-12101-P (white)

Freewill Shower Drain - model #: K-9132 (polished chrome)

36" Kohler Contemporary Style Grab Bar - model #: K-14564 (polished stainless steel)

18" Kohler Contemporary Style Grab Bar - model #: K-14561 (polished stainless steel)

LIGHTING & ELECTRICAL ACCESSORIESSee Notes on Electrical Drawings and Specifications

MECHANICAL EQUIPMENT & ACCESSORIESSee notes on Mechanical Drawings and Specifications

EXTERIOR FINISH SPECIFICATIONSSITEConcrete Raft Slab

Aluminum Serrated Open Plank Grating

EXTERIOR WALLS1/2" x 6" Reclaimed Lap Barn Siding

16" x 4" x 8" Gabions made from 1/2" Galvanized Welded Wire Fabric,

filled with local rocks 1" to 3" in diameter3/8" Black Richlite Black (at Exterior Window Jambs)3/4" Black Richlite Black (at Exterior Window Jambs)

Bent Metal Black CLAD Flashing

SHADING STRUCTURE2" x 8" Cedar Wood, Oiled

1" x 4" Cedar Wood, Oiled

1" x 6" Cedar Wood, Oiled

ROOF1" x 6" x 12'-0" Cedar Roof Lap

Bent Metal, Colored Flashing3/4" x 10" Richlite Black

Mill Finish Aluminum Plate 1/8" Thick

WINDOWS & DOORS (See Window Sheet For More Details)

Energate 1042 Tilt & Turn, triple glazed

Energate 1042 Fixed, triple glazed

Energate Full Tempered Glazed Main Entrance Swinging Door - model #: 2.001.1

Energate Fully Tempered Glazed Side Entrance Swinging Door - model #: 3.001.3

GLAZINGEnergate Solar Gain 1 Glass .55/.088, R-11.36

Energate Solar Gain 2 Glass .61/.113, R-8.85


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T002MATERIALS SCHEDULE

HB-CT


05/06/11

BUILDING IMPACTESTIMATOR

PASSIVE HOUSE PLANNINGPACKAGE 2007

HEATING LOAD

SPECIFIC SPACE HEAT DEMAND

PRESSURIZATION TEST RESULTS

TOTAL SPECIFIC PRIMARY ENERGYDEMAND

COOLING LOAD

kBTU/(ft2yr)

ARC50

kBTU/(ft2yr)

BTU/(ft2hr)

BTU/(ft2hr)

AVERAGE AIR FLOW RATE

SPECIFIC HEAT DEMAND, MONTHLY METHOD

DESIGN AIR FLOW RATE

AVERAGE AIR FLOW CHANGE RATE

kBTU/(ft2yr)

CFM

CFM

1/HR

TOTAL PRIMARY ENERGY USEINTENSITY (WITH HOUSEHOLDAPPLICATIONS)

HEATING LOAD P H

SPECIFIC HEAT LOAD P H/ATFA

TOTAL EMISSIONS, CO 2-eQUIVALENT (WITH HOUSEHOLD APPLICATIONS)

BTU/hr

BTU/hr.ft 2

kWh/(ft2yr)

lb/(ft2yr)

SPECIFIC PE DEMAND - MECHANICAL SYSTEM(WITHOUT HOUSEHOLD APPLICATIONS)

TOTAL EMISSIONS, CO 2-eQUIVALENT(WITHOUT HOUSEHOLD APPLICATIONS)

kWh/(ft2yr)

lb/(ft2yr)

TRANSMISSION LOSSESWINDOWS

HEAT GAINS SOLARRADIATION

kBTU/yr

kBTU/yr

EMBODIED ENERGY

FOUNDATIONS

FLOORS

WALLS

TOTAL

5.06 x 10^4

2.59 x 10^5

3.57 x 10^3

3.31 x 10^5

ASSEMBLY TYPE

FOSSIL FUEL CONSUMPTION(MJ*)

GLOBAL WARMING(Kg CO2 eq**)

P.H. CABIN P.H. CABINTYPICAL HOME TYPICAL HOME

EMBODIED ENERGY

FOUNDATIONS

FLOORS

WALLS

TOTAL

ASSEMBLY TYPE P.H. CABIN P.H. CABINTYPICAL HOME TYPICAL HOME

OZONE DEPLETION(Kg CFC-11 eq***)

SMOG POTENTIAL(Kg NOx eq****)

EMBODIED ENERGY

LIFE CYCLE STAGES

FOSSIL FUEL CONSUMPTION(MJ*)

GLOBAL WARMING(Kg CO2 eq**)

P.H. CABIN P.H. CABINTYPICAL HOME TYPICAL HOME

MAINUFACTURING

CONSTRUCTION

MAINTENANCE

END-OF-LIFE

OPERATIONAL ENERGY

TOTAL EFFECTS

4.00 x 10^3

1.71 x 10^4

2.06 x 10^-2

8.08 x 10^4

5.92 x 10^-6

9.55 x 10^-6

4.08 x 10^-9

1.55 x 10^-5

4.17 x 10^1

2.45 x 10^2

9.97

2.96 x 10^2

2.34 x 10^5

9.30 x 10^3

6.40 x 10^4

5.54 x 10^3

1.80 x 10^5

4.92 x 10^5

1.64 x 10^4

6.68 x 10^2

3.84 x 10^3

3.75 x 10^2

1.46 x 10^4

3.59 x 10^4

EMBODIED ENERGY

LIFE CYCLE STAGES P.H. CABIN P.H. CABINTYPICAL HOME TYPICAL HOME

MAINUFACTURING

CONSTRUCTION

MAINTENANCE

END-OF-LIFE

OPERATIONAL ENERGY

TOTAL EFFECTS

OZONE DEPLETION(Kg CFC-11 eq***)

SMOG POTENTIAL(Kg NOx eq****)

1.34 x 10^-5

2.00 x 10^-8

2.00 x 10^-6

1.64 x 10^-8

9.48 x 10^-9

1.55 x 10^-5

2.74 x 10^2

5.92

1.61 x 10^1

9.29 x 10^-1

4.29

3.01 x 10^2

2.84 x 10^4

2.28 x 10^5

3.57 x 10^3

2.60 x 10^5

3.34 x 10^3

1.83 x 10^4

2.06 x 10^2

2.19 x 10^4

6.06 x 10^-6

1.05 x 10^-5

4.08 x 10^-9

1.66 x 10^-5

1.06 x 10^1

1.14 x 10^2

9.97

1.35 x 10^2

1.42 x 10^5

9.24 x 10^3

1.02 x 10^5

5.54 x 10^3

2.34 x 10^7

2.37 x 10^7

4.91 x 10^4

6.68 x 10^2

7.79 x 10^3

3.78 x 10^2

1.56 x 10^6

1.58 x 10^5

9.96 x 10^-6

1.93 x 10^-8

6.58 x 10^-6

1.65 x 10^-8

6.21 x 10^-5

7.86 x 10^-5

8.42 x 10^1

5.55

4.37 x 10^1

1.10

2.45 x 10^3

2.59 x 10^3

*MJ: Megajoule: The SI unit of energy, the potential to do work.**Kg CO2 eq: The carbon footprint of the building***Kg CFC-11 eq: Amount of ozone depleting chemicals released****Kg NOx eq: Amount of pollution gasses released/amount of airacidification

SPECIFIC HEAT DEMAND, ANNUAL METHOD kBTU/(ft2yr)

PHPPATHENA0.60

4.66

30.8

6.80

2.49

4.66

59

34

0.41

6.8

4133

9

5

3.3

6

12670

7912

5.45


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T003PHPP & ATHENA

DA - DJ - PA


05/06/11


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T004LEED

DJ


05/06/11


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T005SHADING DECEMBER

21ST 9AM-4PM

PA


05/06/11

1DEC SW 9AM

2DEC SW 10AM

3DEC SW 11AM

4DEC SW 12PM

5DEC SW 1PM

6DEC SW 2PM

7DEC SW 3PM

8DEC SW 4PM

9DEC NE 9AM

10DEC NE 1PM

11DEC NE 10AM

12DEC NE 11AM

13DEC NE 12PM

14DEC NE 2PM

15DEC NE 3PM

16DEC NE 4PM


Design Development

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T006SHADING JUNE 21ST

9AM-4PM

PA

ITA

SC

A P

HP

P P

RE

-CE

RT

/ST

AT

E F

AIR

05/06/11

1JUNE SW 9AM

2JUNE SW 10AM

3JUNE SW 11AM

4JUNE SW 12PM

5JUNE SW 1PM

6JUNE SW 2PM

7JUNE SW 3PM

8JUNE SW 4PM

9JUNE NE 9AM

10JUNE NE 1PM

11JUNE NE 10AM

12JUNE NE 11AM

13JUNE NE 12PM

14JUNE NE 2PM

15JUNE NE 3PM

16JUNE NE 4PM


Design Development

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T007RENDERINGS

LW


05/06/11


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A100SITE PLAN

PA


05/06/11

SITE WILL BE SELECTED FOR MAXIMUMSOUTHERN SOLAR GAIN AND APPROPRIATESOIL CONDITIONS FOR RAFT SLAB PERPROPOSED DESIGN.

ATTACHED SITE MAP SHOWS FOURPOTENTIAL SITE LOCATIONS THAT WEREIDENTIFIED FOR THE PASSIVE HOUSELOCATION IN FALL 2010.

A SOLAR AVAILABILITY DIAGRAM USINGSOLAR PATH FINDER WILL BE NEEDED FORSITE ANALYSIS FOR OPTIMAL SOUTHERNHEAT GAIN.SITE SURVEY SHOULD INCLUDEUTILITY LOCATIONS AND LOCATION, TYPEAND HEIGHTS OF VEGETATION. SOIL BORINGANALYSIS PER STRUCTURAL ENGINEER'SREQUIREMENTS WILL BE NEEDED AS WELL.

5"13' 5'-2"

2"

11'-1"

2"

7' 7' 3' 4' 1'-2"

5'-10"

4'-4"

7'-2"

4'

3'

2'

7'

1'-2"

1'-2" 2'-6" 4' 14'-6" 1'-2"

23'-4"

7'-2"

4'

13'-2"

24'-4"

10'

2'-9"

4'

1'

2'-11"

1'

2'-11"

5'-2"

3'-10"

1'-6"

5'-4"

1'-3"

2'

3'-10"

6'-5"

5'-8" 1'-6"

2'-4"4'-2"10'-1"3'-10"

24'-10"

1'-2"

23'-8"

10'-21 _ 2"

3'-9" 4'-11_2" 4'-1

1_2" 4'-1

1_2" 4'-1

1_2" 4'-1

1_2" 4'-1

1_2" 4'-1

1_2" 4'-1

1_2" 4'-1

1_2" 3'-5"

3'-10"

1'-11" 1'-9" 1'-10"

2" 2"

2"

4"

2"2"

4"

2"

FRIG

UP

1'-11"

1'-4"

2'-91 _ 2"

A2041

A202

A205

A203

1

1

11

A301A200

1

1A302

1A300

LIVING ROOM

KITCHEN

BATH

ENTRY

STUDY 1

MEC.

1A303

N KITCHEN FL1

W KITCHEN FL1 B

W LIVING ROOM FL1

E STUDY ONE FL1

S LIVING ROOM FL1 A S LIVING ROOM FL1 B S DOOR

W DOOR

1

A404

1

A405

2

A404

2

A406

1

A405

FOUNDATION 1 - BUCKET

-8" REINFORCED CONCRETE SLAB-18" STYROFOAM HIGHLOAD 40P

ROOF 2 - 16" SIP

-PINE FINISH-16" SIP WITH EPS, OSB BOTH SIDES-8" POLYISO-OSB-1x6" RECLAIMED CEDAR ROOFING

WALL 3 - 14" SIP + 2" EPS

-PINE FINISH-14" SIP WITH EPS, OSB BOTH SIDES-2" POLYISO-1.5" AIRSPACE-1x6" RECLAIMED CEDAR SIDING ON 2X4



WALL 5 - 14" SIP + 4"EPS + 3.5" CELLULOSE

-PINE FINISH-2 X 4 FRAMING WITH CELLULOSE-14" SIP WITH EPS, OSB BOTH SIDES-4" POLYISO-1.5" AIRSPACE-1x6" RECLAIMED CEDAR SIDING ON 2X4



A502

A502

1

A501 1

A505

3

1

2

A500

1

A503

1

A504

1

A506

1

BUILT-IN TABLE

BUILT-IN SHELVINGBUILT-IN SHELVING

BUILT-IN SHELVING

BUILT-IN WORK SURFACE

SHELVESSHELVES

BUILT-IN COUCH

DESK

DESK

BENCH

STUDY 2

B

A

D

D

E E

E

F

H

F

BUILDING SHADING

SHADING

2

A406

WORK AREA

WALL 6

WALL 3

WALL 6

WALL 5

WALL 3

4" CONCRETE SLAB

GRASS

4" CONCRETE SLAB

SCREEN PORCH

TO OUTSIDE OF EXT. INSUL.

TO OUTSIDE OF SIPS

2

4

SHADING

A2011 A2012

GRASS PATH

1/4" = 1'-0"1

MAIN LEVEL PLANNorth Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011

Design Development

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A101PLAN MAIN LEVEL

AB - PA


05/06/11

7'-2"

16'

1'-2"

1'-2" 7' 7' 7' 1'-2"

1'-2" 13'-6" 4' 3'-6" 1'-2"

7'-2"

4'

3'

4'

6'-2"

DN

2" 2"

2"

4"

2"

4"

2"

2"

A2041

A202

A205

A203

1

1

1

1A301

1A302

1A300

TWINBED

TWIN

BED

TWINBED

OPEN BELOW

OPEN BELOW

LOFT

LOFT

1A303

S LIVING ROOM FL2 A S LIVING ROOM FL2 B

E LOFT FL2 A

E LOFT FL2 B

N LOFT FL2

A6011 A501

GG

H

F

F-



ROOF 2 - 16" SIP










WALL 4

WALL 3

WALL 3

WALL 3

2

1

A404

2

A404

2

A406

2

A408

SIM

SIM

CEDAR LOUVEROVER ENTRY

1/4" = 1'-0"1

LOFT LEVEL PLAN


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A102PLAN LOFT LEVEL

AB - PA


05/06/11

KITCHEN

LIVING ROOM

STUDY 2MECH.

WORK AREA

BATH

ENTRY

LOFT

MAIN LEVEL LOFT LEVEL

MAIN USABLE AREA

BUILDING ELEMENT AREABATH

WORK AREA

ENTRY

KITCHEN

LIVING ROOM

LOFT

STUDY ONE

50.95FT 2

56.85FT 2

37.08FT 2

113.92FT 2

141.58FT 2

186.16FT 2

11.39FT 2

FUNCTIONAL AREA 60%

BUILDING ELEMENT AREAMECHANICAL

STUDY TWO 12.10FT 2

4.31FT 2

STUDY 1

6'-91_2"

9'-03_4"

10'-91_2"

14'-33_4" 6'-2

1_4"

10' 10'-13_4"

5'-33_4"

10'-3"

3'-101_4"

9'-83_4"

6'-13_4"

2'-01_4"

5'-7"

5'-9"

9'-03_4"

21_2"

1'-3"

2'-41_2"

9'-33_4"

2'-101_2"

8'-2"

4'-01_4"

1'-915__16

"

1'-73_8"

1'-115_8"

7'

14'-33_4" 2'-8

1_4"

1'-6"

2'-10"

4'-33_4"

6'-21_4"

3'-101_4"

3'-6"

611__16

"


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A103TREATED FLOOR

AREAS

DA - PA


05/06/11

1A301

1A302

1A300

1" X 6" X 12' CEDARROOF LAP SIDING

MILL FINISHED BENTALUMBINUM PLATE 1/8" THICK

MILL FINISHED BENT ALUMINUMPLATE 1/8" THICK

1A303

SOLAR PANEL (SEE MEC)

1" X 6" CEDAR ROOF LAP SIDING

1X6 CEDAR RIDGE

NOTE: SCREEN PORCH STRUCTUREAND FOUNDATION TO BE REVIEWEDBY ENGINEERS

1/4" = 1'-0"1

ROOF PLAN


Design Development

Drawn by:

Date:






A104PLAN ROOF

PA


05/06/11

2 MATS OF #5 REBAR 12"O.C.

1 1/2" CLEARANCE FROM ALL EDGES, MIN.

SIP WALLS

23'-3"

24'-3"


Design Development

Drawn by:

Date:






A105FOUNDATION PLAN

JK - PA


05/06/11

1/4" = 1'-0"1

FOUNDATION

3 PLY LVL POST OR MULTI-PLY LVL HEADER

MULTI-PLY POST

2"X8" JOIST 16" O.C.

3 PLY 2"X8"

2 PLY 2"X8"

2"X8" LEDGER, BLOCKING

4"X4" POST

2 PLY 2"x12"

SPECIFIED BY SIP MFR AS SPECIFIED BY SIP MFR

SPECIFIED BY SIP MFR

IN SIP AS SPECIFIED BY MFR

3 PLY 2"X8"

MULTI-PLY POST


MULTI-PLY POST


MULTI-PLY LVL HEADER


MULTI-PLY LVL HEADERSPECIFIED BY SIP MFR


MULTI-PLY POST


(2) 3X12" GLULAM TIMBER

3 PLY LVL POST OR AS SPECIFIED BY SIP MFR

MULTI-PLY LVL HEADER

MULTI-PLY POST



MULTI-PLY POSTSPECIFIED BY SIP MFR

MULTI-PLY POSTSPECIFIED BY SIP MFR




Design Development

Drawn by:

Date:






A106FRAMING PLANS

JK - PA


05/06/11

1/4" = 1'-0"1

LOFT FRAMING

1/4" = 1'-0"2

ROOF FRAMING

FULL TEMPERED GLASSINWARD OPENING48.11/ 4ESG-18-4-18-4ESG/ug=0,5/g=50-52%INTERIOR AND EXTERIOR FINNISH SPRUCE-THREE BRONZE HINGES

FULL TEMPERED GLASSOUTWARD OPENING48.11/ 4ESG-18-4-18-4ESG/ug=0,5/g=50-52%INTERIOR AND EXTERIOR FINNISH SPRUCE-THREE BRONZE HINGES

TEMPERED GLASSSOUTH GAIN 2 GLASS, 0.61/0.113WEST GAIN 1 GLASS, 0.55/0.08852.12/ 6ESG-18-4-18-6ESG/ug=0,5 g=50-52%INTERIOR AND EXTERIOR FINNISH SPRUCE

TEMPERED GLASSINWARD OPENING48.11/ 4ESG-18-4-18-4ESG/ug=0,5/g=50-52%INTERIOR AND EXTERIOR FINNISH SPRUCEEXTERIOR SCREEN

GLASSSOUTH GAIN 2 GLASS, 0.61/0.113WEST GAIN 1 GLASS, 0.55/0.08848.1 / 4-18-4-18-4 / ug=0,5 / g=50%INTERIOR AND EXTERIOR FINNISH SPRUCE

GLASS48.1 / 4-18-4-18-4 / ug=0,5 / g=50%INTERIOR AND EXTERIOR FINNISH SPRUCE

PROVIDE MIN 3/4" UNDERCUT-THREE STAINLESS STEEL HINGES-STAINLESS STEEL HANDLES

-STAINLESS STEEL HANDLES-THREE STAINLESS STEEL HINGES

PHPP NAME WINDOW TYPE

1 E STUDY ONE FL1 F2 E LOFT FL2 A F3 E LOFT FL2 B F4 S DOOR A5 S LIVING ROOM FL1 A E6 S LIVING ROOM FL1 B E7 S LIVING ROOM FL2 A G8 S LIVING ROOM FL2 B G9 W LIVING ROOM FL1 E10 W DOOR B11 W KITCHEN FL1 F13 N KITCHEN FL1 H14 N LOFT FL2 H

E 1.021 FIXED WINDOW2.001.1 MAIN ENTRANCE DOORA 3.001.3 SIDE ENTRANCE DOORB SOLID CORE MAPLE VENEER DOORC

F 1.001 SINGLE TILT&TURN WINDOW G 1.021 FIXED WINDOW H 1.021 FIXED WINDOW

3' 3' 7'

7' 7' 7'

4'

7'

4'

3'-6"3'

2'

PINE MECH DOORD

3'

7'7'

2'-8"


Design Development

Drawn by:

Date:






A107DOOR AND WINDOW

SCHEDULE

DA - PA


05/06/11

1

2

3

4

5

6

7

8

STRUCTURAL ENGINEERINGREVIEW OF SHADESTRUCTURE AND FOUNDATIONHAVE NOT BEEN CONDUCTEDFOR SITE LOCATION AND AREIMPERATIVE PRIOR TOCONSTRUCTION

SIMPSON STRONGTIE POST BASE

(2) - 2" X 8" TREATED POSTS

1" X 4" CEDAR LOUVERS COMPOSED

AS SHADING PANELS SPACED 4" O.C.



11 GAUGE STEEL CABLE

12' SONOTUBE (5') DEPTH WITH (2) #5 BARS

2" x 8" TREATED WOOD AS BENCH

37'-7"

4'-11_2"

14'-51 _ 2"

12'

11'-10"

9'-51 _ 2"

6'-11"

1'-3"

6

1

2

4

7

3

5

16" X 4" X 8" GABIONS

8


Design Development

Drawn by:

Date:






A200ELEVATION SHADINGSTRUCTURE SOUTH

MD - PA


05/06/11

1/4" = 1'-0"1

SHADING STRUCTURE SOUTH

1

2

5

6

14'

2'-8"

2'-3"

2'

1'1'-61 _ 2"

1'-91 _ 2"

1'-51 _ 2"

1'-1"

12'

1'-3" 1'-51 _ 2"

2'-3"

2'-3"

2'-41 _ 2"

4'-11"

6'

4'-41_2"

2'-111_2"

5'-2"

8"

1

2

3

3

4

6

2'-3"

3

4

7

7

5

8

8

SIMPSON STRONGTIE POST BASE

(2) - 2" X 8" TREATED POSTS

11 GAUGE STEEL CABLE

12' SONOTUBE (5') DEPTH

WITH (2) #5 BARS





2" x 8" TREATED WOOD AS BENCH

16" X 4" X 8" GABIONS

2'-111_2"

1

2

3

3

4

6

5

7'-51 _ 2"

61 _ 2"

5'-5"

STRUCTURAL ENGINEERINGREVIEW OF SHADESTRUCTURE AND FOUNDATIONHAVE NOT BEEN CONDUCTEDFOR SITE LOCATION AND AREIMPERATIVE PRIOR TOCONSTRUCTION


Design Development

Drawn by:

Date:






A201ELEVATION SHADINGSTRUCTURE EAST

MD - PA


05/06/11 3/8" = 1'-0"

1SHADING STRUCTURE AT WINDOW

3/8" = 1'-0"2

SHADING STRUCTURE AT DOOR

1 8" CONCRETE SLAB AT CABIN

2 16" 40 PSI EXTRUDED POLYSTYRENE

3 16" X 4" X 8" GABIONS: RUNNING BOND

4 PH CERTIFIED WINDOWS AND DOORS:

5 6" PINE LAP SIDING

6 SIMPSON STRONG-TIE

7 (2)- 4" X 8" TREATED POSTS

8 4" CONCRETE SLAB THICKENED TO 12" AT EDGE

9 MILL FINISH BENT ALUMINUM PLATE 1/8" THICK

10 1/2" X 6" x 12' CEDAR ROOF LAP

11 3/4" RICHLITE 10" HEIGHT

12 SIMPSON STRONGTIE FLAT- PLATE CONNECTOR

13 3/8" RICHLITE

14 1" x 4" CEDAR LOUVERS COMPOSEDAS SHADING PANELS SPACED 4" O.C

ABU66 POST BASE

SEE WINDOWS AND DOORS SCHEDULE FOR DETAIL

15 EXHAUST PIPING: REFER TO M100

16 SUPPLY PIPING: REFER TO M100

OF SHADE STRUCTURE

17 CRUSHED GRAVEL

E E

G G

3

13

5

10

7'

1'

3'

14'-91 _ 2"

4'-81 _ 2"

2'

A

T.O. FLOOR 90'

12

11

8

4 4

44

4

SOLAR SKIESTHERMAL COLLECTOR

9

1A301

1A300

1

A402

2

A402

1

A403

1

A407

1

A404

1

A411

1

A410




S DOOR

1/4" = 1'-0"1

ELEVATION SOUTH


Design Development

Drawn by:

Date:






A202ELEVATION SOUTH

JK - PA


05/06/11













13 3/8" RICHLITE


ABU66 POST BASE




OF SHADE STRUCTURE

17 CRUSHED GRAVEL

3

13

5

10

2'

3'-6"

14'-4"

19'6"

2

11

T.O. FLOOR 90'

3'-6"

2'-8"

H

H 4

4

9

1

DRAIN VENT

1A301

1A300

1

A400

1

A408

1

A411

1

A410

2

A404


N KITCHEN FL1

N LOFT FL2

2

A408

1/4" = 1'-0"1

ELEVATION NORTH


Design Development

Drawn by:

Date:






A203ELEVATION NORTH

JK - PA


05/06/11













13 3/8" RICHLITE


ABU66 POST BASE




OF SHADE STRUCTURE

17 CRUSHED GRAVEL

8

5

3

1

10

11

12'14'

4'-11"

2'-6"

3'-6"

1'

3'-6"

13

T.O. FLOOR 90'

3'-6"

8'

2

F F

F4

44

16

17

3'-6"

8'

99

17

1A302

1A303

E STUDY ONE FL1

E LOFT FL2 AE LOFT FL2 B

1

A400

1

A406

2

A404

1

A412

1

A412

2

A406

SIM

1/4" = 1'-0"1ELEVATION EAST


Design Development

Drawn by:

Date:






A204ELEVATION EAST

JK - PA


05/06/11













13 3/8" RICHLITE


ABU66 POST BASE




OF SHADE STRUCTURE

17 CRUSHED GRAVEL

F

E

83

1

13

5

11

10

7'

3'-6"

3'-6"

1'

3'

14'4"

5'2"

T.O. FLOOR 90'

2

B4

4

4

99

17

1A302

1A303

1

A403

1

A402

1

A405

1

A406

2

A404

1

A404

1

A412

1

A412

1

A400SIM SIM

1

A406

W LIVING ROOM FL1W DOOR

W KITCHEN FL1 B


Design Development

Drawn by:

Date:






A205ELEVATION WEST

JK - PA


05/06/11

1/4" = 1'-0"1ELEVATION WEST

9'-8"

8'-1"

7'-8"

2'

8"

1'-4"

7'

1A302

1A303

1

A402

1

A411

1

A410

1

A411

1

A408

1

A400

LOFT LOFT

ENTRYWORK AREA BATH

ROOF 2

WALL 3

WALL 4



ROOF 2 - 16" SIP










FOUNDATION 1



ROOF 2 - 16" SIP










WALL 5

4" PERF DRAINTILE8" MIN FREE DRAININGCLEAN MATERIAL

SOIL COMPACTED PERSTRUCTURAL ENGINEERINGREQUIRMENT

1/4" = 1'-0"1

SECTION NORTH SOUTH LOFT


Design Development

Drawn by:

Date:






A300SECTION NORTH TO

SOUTH LOFT

AB - PA


05/06/11

3'-6"

2'

3'

8"

1'-4"

7'

1'

1A302

1A303

1

A400

1

A408

1

A411

1

A410

1

A411

1

A407

1

A403

KITCHENLIVING ROOM



ROOF 2 - 16" SIP










WALL 3

FOUNDATION 1

WALL 4

WALL 5

ROOF 2

1/4" = 1'-0"1

SECTION NORTH SOUTH NO LOFT


Design Development

Drawn by:

Date:






A301SECTION NORTH TO

SOUTH

AB - PA


05/06/11

7' 7'-8"

8'-1"

8"

1'-4"

12 TREADS @ 10-1/2"

13 RISERS @

7-1/16"2'-9"

1A301

1A300

1

A4121

A412

1

A4001

A402



ROOF 2 - 16" SIP










ROOF 2

WALL 3

WALL 6

FOUNDATION 1

STUDY 2


2

A506

3

A506

1

A409

1/4" = 1'-0"1

SECTION EAST WEST STAIRS


Design Development

Drawn by:

Date:






A302SECTION EAST TOWEST STAIRS

AB - PA


05/06/11

3'-6"

3'-6"

1'

3'-6"

8"

1'-4"

3'-6"

3'-6"

1A301

1A300

1

A400

1

A406

1

A409

1

A410

1

A410

LOFT

KITCHENWORK AREA

1

A406

1

A406



ROOF 2 - 16" SIP










STUDY 1

ROOF 2

WALL 3WALL 3

FOUNDATION 1

WALL 6



Design Development

Drawn by:

Date:






A303SECTION WEST TO

EAST

AB - PA


05/06/11 1/4" = 1'-0"1

SECTION WEST EAST WINDOWS

1 8" CONCRETE SLAB


3 14" SIP (W/ 7/16" OSB)

4 TREATED SILL PLATE(2" X 10" & CUT 2" X 6")

6 SILL SEALER

7 VAPOR RETARDER/ AIR BARRIER

8 COMPACTED FREE DRAININGMATERIAL- CLASS 5 GRAVEL

9 16" X 4" X 8" GABIONS

11 BUILDING WRAP

12 2" POLYISO

13 2" X 6" DIM LUMBER

15 1 1/2" AIR SPACE


17 8" SONOTUBE

18 2" PEA ROCK

19 SIMPSON STRONGTIE POST BASE


21 4" CONCRETE SLABTHICKENED TO 12" AT EDGE

22 PASSIVE HOUSE CERTIFIED DOOR

23 PASSIVE HOUSE CERTIFIEDFIXED PROFILE WINDOW

24 PASSIVE HOUSE CERTIFIEDTILT AND TURN WINDOW

25 1" X 4" RECLAIMED PINE, OIL FINISH

27 BUTYL TAPE

28 3/8" RICHLITE

29 BENT METAL BLACK COLORCLAD FLASHING

30 PROSOCO R-GUARD FAST FLASH

31 HEADER SPECIFIED BYMANUFACTURER

32 COLUMN SPECIFIED BYMANUFACTURER

33 LVL SPECIFIED BYMANUFACTURER

34 10" SIP TAPE

35 4" X 4" POST

36 2" X 8" JOISTS AT 16" O.C

37 1" X 6" RECLAIMED PINEFLOORING

38 8" POLYISO OSB ADHEREDTO TOP MECHANICAL FASTENERS


40 MILL FINISH BENT ALUMINUMPLATE 1/8" THICK


42 3" X 12" GLULAM TIMBER

43 ICE & WATER SHIELD

44 16" SIP


26 RECLAIMED PINE BOARD

10 ALUMINUM SERRATED OPEN PLANK GRATE

5 2" X 6" TREATED SILL PLATE

45 DENSPAK CELLULOSE

46 SPRAY IN INSULATION

16

4

25

7

2

15

9

12

16

11

4" PERFORATEDDRAIN TILE

TAPE SEAM OFAIR BARRIER

TIE GABIONS TOFURRING STRIPS

8

8"

4"

1'

8"

2'-6"

8"

2"

61_4"

3

51_2"

NOTE: USE 4"INSULATION ON NORTHWALL; USE 2x6 IN PLACEOF 2x4.

1'-2"

41_4"

2"

31_2"

7"

14

INSECT SCREEN

4"


Design Development

Drawn by:

Date:






A400FOUNDATION N + E

DETAIL

AB


05/06/11

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

FOUNDATION N + E

1 8" CONCRETE SLAB


3 14" SIP (W/ 7/16" OSB)


6 SILL SEALER



9 16" X 4" X 8" GABIONS

11 BUILDING WRAP

12 2" POLYISO


15 1 1/2" AIR SPACE


17 8" SONOTUBE

18 2" PEA ROCK








27 BUTYL TAPE

28 3/8" RICHLITE






34 10" SIP TAPE

35 4" X 4" POST

36 2" X 8" JOISTS AT 16" O.C








44 16" SIP







16

4

25

7

TAPE SEAM OFAIR BARRIER

11

16

12

14

20

19

8

2

3

4" PERFORATEDDRAIN TILE

31_2"

61_4"

8"

4"

1'

8"

7"

1'-2"

41_4"

15

18

INSECT SCREEN

2"


Design Development

Drawn by:

Date:






A401FOUNDATION S + W

DETAIL

AB


05/06/11 1 1/2" = 1'-0"

1FOUNDATION S

1 8" CONCRETE SLAB


3 14" SIP (W 7/16" OSB)


6 SILL SEALER



9 16" X 4" X 8" GABIONS


12 2" POLYISO


15 1 1/2" AIR SPACE


17 8" SONOTUBE

18 2" PEA ROCK








27 BUTYL TAPE

28 3/8" RICHLITE






34 10" SIP TAPE

35 4" X 4" POST

36 2" X 8" JOISTS AT 16" O.C



39 1" X 6" X 12' CEDAR ROOF LAP





44 16" SIP


11 BUILDING WRAP





1

2

30

5

6

29

10 22 7

8"

4"

21

8

215__16

"

51_2"6

1_4"7"

INSECT SCREEN

16

15

12

28

30

7

27

22

26

25

33

11

31

3

29


Design Development

Drawn by:

Date:






A402FOUNDATION TO DOOR

DETAIL

DC


05/06/11

3" = 1'-0"1

DOOR TO FOUNDATION

1 8" CONCRETE SLAB


3 14" SIP (W 7/16" OSB)


6 SILL SEALER



9 16" X 4" X 8" GABIONS


12 2" POLYISO


15 1 1/2" AIR SPACE


17 8" SONOTUBE

18 2" PEA ROCK








27 BUTYL TAPE

28 3/8" RICHLITE






34 10" SIP TAPE

35 4" X 4" POST

36 2" X 8" JOISTS AT 16" O.C








44 16" SIP


11 BUILDING WRAP





1

2

8"

4"

7

27

6

30

23

5

26

28

29

18

31_2"

8

21


Design Development

Drawn by:

Date:






A403FOUNDATION TOWINDOW DETAIL

DC


05/06/11

3" = 1'-0"1

WINDOW TO FOUNDATION

1 8" CONCRETE SLAB


3 14" SIP (W/ 7/16" OSB)


6 SILL SEALER



9 16" X 4" X 8" GABIONS

11 BUILDING WRAP

12 2" POLYISO


15 1 1/2" AIR SPACE


17 8" SONOTUBE

18 2" PEA ROCK








27 BUTYL TAPE

28 3/8" RICHLITE






34 10" SIP TAPE

35 4" X 4" POST

36 2" X 8" JOISTS AT 16" O.C








44 16" SIP







28

16

14

32

12

11

3323

26

27

27

30

7

28

1'-01_2" 3

1_2"2

3_4"2

1_4"

25__16

"

23_4"

1'-05_8"

31_2"

46

NOTE: ON SECOND

FLOOR, WINDOWS ARE

LOCATED 1 5__16" FROM

THE EXTERIOR EDGE

OF SIP PANEL TO

OUTSIDE FACE OF

GLASS

43__16

"

14

3

11

16

28

33

13

16 12

12

15

15

28

7

457

14

26

30

27

23

25

1'-2"41_4"

57_8"

1'-311__16

" 413__16

" 2'-69__16

"

33_8"

46


Design Development

Drawn by:

Date:






A404NORTH WEST &

SOUTHWEST CORNERDETAIL

DC


05/06/11 1 1/2" = 1'-0"1

SOUTHWEST CORNER

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

NORTHWESTCORNER

1 8" CONCRETE SLAB


3 14" SIP (W 7/16" OSB)


6 SILL SEALER



9 16" X 4" X 8" GABIONS


12 2" POLYISO


15 1 1/2" AIR SPACE


17 8" SONOTUBE

18 2" PEA ROCK








27 BUTYL TAPE

28 3/8" RICHLITE






34 10" SIP TAPE

35 4" X 4" POST

36 2" X 8" JOISTS AT 16" O.C








44 16" SIP


11 BUILDING WRAP





23 22

22

28

16

15

12

14

3

25

7

30

33

27

32

11

26

46

30

1'-2"

41_4"

3_4"


Design Development

Drawn by:

Date:






A405DOOR TO WALL DETAIL

DC


05/06/11

3" = 1'-0"1

DOOR TO WALL

1 8" CONCRETE SLAB


3 14" SIP (W 7/16" OSB)


6 SILL SEALER



9 16" X 4" X 8" GABIONS


12 2" POLYISO


15 1 1/2" AIR SPACE


17 8" SONOTUBE

18 2" PEA ROCK








27 BUTYL TAPE

28 3/8" RICHLITE






34 10" SIP TAPE

35 4" X 4" POST

36 2" X 8" JOISTS AT 16" O.C








44 16" SIP


11 BUILDING WRAP





46

46

3

25

7

33

7

30

27

24

16

15

12

11

28

26

27

7

30

26

33

25

7

3

24

28

29

16

15

11

12

INSECTSCREEN

29

1'-2" 31_2"

15

12

28

16

14

27

7

30

26

33

3

25

11

46


Design Development

Drawn by:

Date:






A406WALL TO OPERABLE

DETAIL

DC


05/06/11 3" = 1'-0"1

WALL TO OPERABLE

3" = 1'-0"2

WALL TO OPERABLE PLAN

1 8" CONCRETE SLAB


3 14" SIP (W 7/16" OSB)


6 SILL SEALER



9 16" X 4" X 8" GABIONS


12 2" POLYISO


15 1 1/2" AIR SPACE


17 8" SONOTUBE

18 2" PEA ROCK








27 BUTYL TAPE

28 3/8" RICHLITE






34 10" SIP TAPE

35 4" X 4" POST

36 2" X 8" JOISTS AT 16" O.C








44 16" SIP


11 BUILDING WRAP





INSECT SCREEN

7

30

33

7

3

25

27

26

730

27

26

23

28

33

15

11

31

12

16

29

28

23

LED LIGHTING

LED LIGHTING

29

31

16

15

12

11

33

27

7

30

26

25

28

23

3

INSECT SCREEN

46

46

1'-71_4"

3_4" 1'-2" 4

9__16

"


Design Development

Drawn by:

Date:






A407WINDOW TO HEADER

DETAIL

DC


05/06/11 3" = 1'-0"1

WINDOW TO HEADER

1 8" CONCRETE SLAB


3 14" SIP (W 7/16" OSB)


6 SILL SEALER



9 16" X 4" X 8" GABIONS


12 2" POLYISO


15 1 1/2" AIR SPACE


17 8" SONOTUBE

18 2" PEA ROCK








27 BUTYL TAPE

28 3/8" RICHLITE






34 10" SIP TAPE

35 4" X 4" POST

36 2" X 8" JOISTS AT 16" O.C








44 16" SIP


11 BUILDING WRAP





1 8" CONCRETE SLAB


3 14" SIP (W 7/16" OSB)


6 SILL SEALER



9 16" X 4" X 8" GABIONS


12 2" POLYISO


15 1 1/2" AIR SPACE


17 8" SONOTUBE

18 2" PEA ROCK








27 BUTYL TAPE

28 3/8" RICHLITE






34 10" SIP TAPE

35 4" X 4" POST

36 2" X 8" JOISTS AT 16" O.C








44 16" SIP


11 BUILDING WRAP





23

12

15

11

3

33

30

7

27

28

27

7

30

26

33

25

3

29

16

11

15

12

2823

26

16

25

7

NORTH SIDE USES 4"OF INSULATION; USE 2"OF INSULATION ONSOUTH, EAST ANDWEST SIDES

46

46

29

INSECT SCREEN

131612

15

28

7

26

30

27

23

25

46


Design Development

Drawn by:

Date:






A408FIXED WINDOW DETAIL

DC


05/06/11 3" = 1'-0"

1NORTH FIXED WINDOW

3" = 1'-0"2

408 FIXED NORTH WALL PLAN

1 8" CONCRETE SLAB


3 14" SIP (W 7/16" OSB)


6 SILL SEALER



9 16" X 4" X 8" GABIONS


12 2" POLYISO


15 1 1/2" AIR SPACE


17 8" SONOTUBE

18 2" PEA ROCK








27 BUTYL TAPE

28 3/8" RICHLITE






34 10" SIP TAPE

35 4" X 4" POST

36 2" X 8" JOISTS AT 16" O.C








44 16" SIP


11 BUILDING WRAP





4 1/2" LAG SCREW

3/4" PLYWOOD

JOIST HANGER

SIPS STRUCTURAL BLOCKING BY MFR

2"x6" STUD WALL 16" O.C.

7

25

36

37

7

25

3

15

11

12

14

16

45

11_2"

2" 1'-2" 51_2"

71 _ 4"


Design Development

Drawn by:

Date:






A409LOFT TO WALL DETAIL

JK


05/06/11 3" = 1'-0"

1LOFT TO EAST WALL

1 8" CONCRETE SLAB


3 14" SIP (W/ 7/16" OSB)


6 SILL SEALER



9 16" X 4" X 8" GABIONS

11 BUILDING WRAP

12 2" POLYISO


15 1 1/2" AIR SPACE


17 8" SONOTUBE

18 2" PEA ROCK








27 BUTYL TAPE

28 3/8" RICHLITE






34 10" SIP TAPE

35 4" X 4" POST

36 2" X 8" JOISTS AT 16" O.C








44 16" SIP







44

3'

44

SIP FASTENERSIP FASTENER

1X6 CEDAR RIDGE

35

25

7 34 33

38 38

4339

42 42

35

1'4"

8"

1_ 2"


Design Development

Drawn by:

Date:






A410ROOF RIDGE DETAIL

JK


05/06/11

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

RIDGE

1 8" CONCRETE SLAB


3 14" SIP (W 7/16" OSB)


6 SILL SEALER



9 16" X 4" X 8" GABIONS


12 2" POLYISO


15 1 1/2" AIR SPACE


17 8" SONOTUBE

18 2" PEA ROCK








27 BUTYL TAPE

28 3/8" RICHLITE






34 10" SIP TAPE

35 4" X 4" POST

36 2" X 8" JOISTS AT 16" O.C








44 16" SIP


11 BUILDING WRAP





14

11

12

15

16

41

40

13

43

7

25

33

3

44

38

39

7

3_4"

1'4"

8"

1_2 "

7"

11_2" 2" 1'-2"


Design Development

Drawn by:

Date:






A411ROOF TO WALL DETAIL

JK


05/06/11 3" = 1'-0"1

ROOF TO WALL

1 8" CONCRETE SLAB


3 14" SIP (W 7/16" OSB)


6 SILL SEALER



9 16" X 4" X 8" GABIONS


12 2" POLYISO


15 1 1/2" AIR SPACE


17 8" SONOTUBE

18 2" PEA ROCK








27 BUTYL TAPE

28 3/8" RICHLITE






34 10" SIP TAPE

35 4" X 4" POST

36 2" X 8" JOISTS AT 16" O.C








44 16" SIP


11 BUILDING WRAP





39

25

7

33

7

12

11

15

16

14

33

4138

44

3

43 3339

1'-61 _ 2"

9"

1 _ 2"

1'-2" 2" 11_2"

27


Design Development

Drawn by:

Date:






A412ROOF TO WALL RAKE

DETAIL

JK


05/06/11 3" = 1'-0"1

ROOF TO WALL RAKE

SINK

MW/OVEN

REF.

1

2'-10"

2'31_2"

7 1/2"

8 1/4"

8 1/4"

2'2'-5 1/2" 1' 5" 2' 6" 11" 2'-8 1/2"

2 2

1'

6

23

5

1

1

1

2

3

4

5

6

19

7

11

8

10

12

9

13

14

15

16

17

18

20

21

22

23

24

H

1" x 4" OILED, RECLAIMED PINE (POLYURETHANE FINISH)

MAPLE VENEER SHELVING W/ CONCEALED METAL BRACKETS

BUILT-IN MAPLE VENEER WORK DESK

BUILT-IN 2" VENEER MAPLE BENCH, UNFINISHED

EPOXY SEALED CONCRETE COUNTERTOP WITH GLASS AGGREGATE

4 X 3 1/2" MAPLE TAPERED SQUARE LEGS

SHOWER SYSTEM

1"X3" MAPLE BATTENS, OILED

3'-3"X4'-0" MAPLE BUILT-IN TABLE, OIL FINISH

FIXED BURLAP PANEL FRAMED W/ 2" X 2" MAPLE, OILED

2X18 VENEER MAPLE BUILT-IN WORKSURFACE, OIL FINISH

2X8 16" O.C. FLOOR JOIST

2" X 12" MAPLE SHELVES, OILED

BUILT-IN SEATING/BED W/ FIRM FOAM AND

BUILT-UP STRINGER

2X U-BRACKETS BOLTED AT HANDRAIL SLOPE

3/4 " FINISHED PLYWOOD, 3/8" FINISHED PINE

2" X 2" MAPLE FRAMING UNIFINISHED

RIDGE BEAM

VENEER MAPLE CONSTRUCTION; CUSHIONS TAILOR TO FIT

1/2" GALVANIZED WELDED WIRE BLACK FABRIC

4" X 4" RECLAIMED DOUGLAS FIR HEAVY TIMBER COLUMNS

1" x 12" MAPLE STAIR TREADS, OILED

OILED MAPLE PLYWOOD

SET IN 2" X 2" UNFINISHED MAPLE FRAME

2X L-BRACKETS INVERTED


Design Development

Drawn by:

Date:






A500INTERIOR ELEVATION

KITCHEN

MF


05/06/11

1/2" = 1'-0"1

KITCHEN INTERIOR

2'-8"

71_2"

1'7"

4"

1'-2"

2'-5"

1'-4"

4'3'-51_2"2'-7

1_2"4'

4

2

1

3

1

4'

9" 9"

4'

1

2

3

4

5

6

19

7

11

8

10

12

9

13

14

15

16

17

18

20

21

22

23

24

F F

F

D D







SHOWER SYSTEM








BUILT-UP STRINGER




RIDGE BEAM





OILED MAPLE PLYWOOD




Design Development

Drawn by:

Date:






A501INTERIOR ELEVATIONS

EAST

MF


05/06/11

1/4" = 1'-0"1

EAST INTERIOR MAIN LEVEL

1/4" = 1'-0"2

EAST INTERIOR LOFT LEVEL

E E

F

E

2'

2

5

1

2'-10"

6

4'

4'

3'-6"

1'-81_8"

1

4

1

2

3

4

5

6

19

7

11

8

10

12

9

13

14

15

16

17

18

20

21

22

23

24

6"

A

B







SHOWER SYSTEM








BUILT-UP STRINGER




RIDGE BEAM





OILED MAPLE PLYWOOD



G G


Design Development

Drawn by:

Date:







SOUTH & WEST

MF


05/06/11

1/4" = 1'-0"1

SOUTH INTERIOR

1/4" = 1'-0"2

WEST INTERIOR

11

8

8

12

14

8

16

17

4'-8 1/4"

4'-21_2" 2'-7

1_2" 3'-3

1_2"

111_2"

9

9

10

1'-8"

1'-8"

18

21

7

3'-6"

3'-8" 3'-8"

EQ

EQ

EQ

111_8"

2'-41_4"

3'

7 1/4"

1

2

3

4

5

6

19

7

11

8

10

12

9

13

14

15

16

17

18

20

21

22

23

9

9

21

10

9

9

24







SHOWER SYSTEM








BUILT-UP STRINGER




RIDGE BEAM





OILED MAPLE PLYWOOD




Design Development

Drawn by:

Date:







STAIR NORTH

MF


05/06/11 1/2" = 1'-0"

1STAIR NORTH

7

8

8

12

13

21

16

10

9

101_2"

4'-71_2"

11"

2'-3"

1'-9"

111_8"

1'-4"

6"

1'-8"

1'-8"

18

14

3'-7"

5'

3'-3" 3'-3" 3'-3"

2'-41_4"

3'-6"

EQ

EQ

EQ

21

4'-1 1/2"

1

2

3

4

5

6

19

7

11

8

10

12

9

13

14

15

16

17

18

20

21

22

23

24







SHOWER SYSTEM








BUILT-UP STRINGER




RIDGE BEAM





OILED MAPLE PLYWOOD




Design Development

Drawn by:

Date:







STAIR SOUTH

MF


05/06/11 1/2" = 1'-0"1

STAIRS SOUTH

19

1

1

19

1'-21_4"

7'3'-2"

2'-10"

3'

EQ

EQ

EQ

EQ

EQ

1'

3'-2" 2'-8" 1' 3 1/2" 1'-3 1/2"

7'

2

1

2

4'

C

1

2

3

4

5

6

19

7

11

8

10

12

9

13

14

15

16

17

18

20

21

22

23

24

MIRROR







SHOWER SYSTEM








BUILT-UP STRINGER




RIDGE BEAM





OILED MAPLE PLYWOOD




Design Development

Drawn by:

Date:







BATHROOM

MF


05/06/11

1/2" = 1'-0"1

BATHROOM EAST

1/2" = 1'-0"2

BATHROOM NORTH

1/2" = 1'-0"3

BATHROOM SOUTH

1/2" = 1'-0"4

BATHROOM WEST

13 RISERS @ 7-1/16" EA.

12 TREADS @ 10-1/2" EA.

7'

8"

3'-6"

2'

2'-43_4"

1

2

3

4

5

6

20

7

11

8

10

12

9

13

14

15

16

17

18

19

21

22

23

24

22

12

15

17

24







SHOWER SYSTEM








2X12 VENEER MAPLE SHELVING, OIL FINISH

BUILT-UP STRINGER

2X2 MAPLE GUARDRAIL W/ FIXED BURLAP PANEL



RIDGE BEAM





OILED MAPLE PLYWOOD


7

3

13 RISERS @ 7-1/16" EA.

12 TREADS @ 10-1/2" EA.

7'

8"

3'-6"

2'

2'-43_4"

1

2

3

4

5

6

20

7

11

8

10

12

9

13

14

15

16

17

18

19

21

22

23

24

22

12

15

17

24







SHOWER SYSTEM








2X12 VENEER MAPLE SHELVING, OIL FINISH

BUILT-UP STRINGER

2X2 MAPLE GUARDRAIL W/ FIXED BURLAP PANEL



RIDGE BEAM





OILED MAPLE PLYWOOD


7

3

2 PLY 2 x 12

1_2"

111_4"

7 1/16"

T & G PINE

SEALED CONCRETE FLOOR

1 X 12 MAPLE STAIR

TREADS, OILED

1" X 3" MAPLE BATTENS11 1/4"

43_4"

21_4"

71_4"

3_4"

1 X 6 OILED, RECLAIMED

2 X 8 JOIST

3/4" PLY WOOD SUBFLOOR

3 X 12 MAPLE STRINGEROILED

3

A506

2

A506


Design Development

Drawn by:

Date:







STAIR SECTION

CS


05/06/11 1/2" = 1'-0"1

STAIR SECTION

3/4" = 1'-0"2

STAIR TO FLOOR CONNECTION

3/4" = 1'-0"3

STAIR TO LOFT CONNECTION

3'-3"

3'-3"

3'-3"

9'-101_2"

13

1'-4"

6"

1-1/2"

10-1/2"

3'

3'-11_4"

3'-10"

3'-11_4"

1'

3'-6"

4'-6"

3'-3"

4'-6"

CUSHIONS TAILOR TO FIT

MAPLE FRAME (4) AND TABLE INSERTS (5)

1

2

3

4

5

1 1 1

2

5 4 5

11_2"

1'

11_2"

BUILT-IN SEATING/BED W/ FIRM FOAM ANDMAPLE CONSTRUCTION; CUSHIONS TAILOR TO FIT


Design Development

Drawn by:

Date:






A600COUCH AXON

CS


05/06/11 1/2" = 1'-0"1

COUCH AXON

1

2

3

4

5

6

19

7

11

8

10

12

9

13

14

15

16

17

18

20

21

22

23

24

7 7

20

8

9

16

7

8

16

12

1010

9

12

8

18

14

3'-0"

9-1/2"

21_2"

1'-5"

3'-6"

3'-111_2"

73_8"

1'-67__16

"1" x 4" OILED, RECLAIMED PINE (POLYURETHANE FINISH)






SHOWER SYSTEM








BUILT-UP STRINGER




RIDGE BEAM





OILED MAPLE PLYWOOD




Design Development

Drawn by:

Date:






A601INTERIOR LOFT

RAILING

CS


05/06/11

1/2" = 1'-0"1

LOFT RAILING

21

8

10

9

10

11

7

9

3

15

1

2

3

4

5

6

19

7

11

8

10

12

9

13

14

15

16

17

18

20

21

22

23

24

9

24







SHOWER SYSTEM








BUILT-UP STRINGER




RIDGE BEAM





OILED MAPLE PLYWOOD




Design Development

Drawn by:

Date:






A602AXON STAIR NORTH

MF


05/06/11

1/4" = 1'-0"1

STAIR AXON

21

8

10

9

13

17

22

7

14

3

7

15

9

1

2

3

4

5

6

19

7

11

8

10

12

9

13

14

15

16

17

18

20

21

22

23

24

24







SHOWER SYSTEM








BUILT-UP STRINGER




RIDGE BEAM





OILED MAPLE PLYWOOD




Design Development

Drawn by:

Date:






A603AXON STAIR SOUTH

MF


05/06/11 1/4" = 1'-0"1

STAIR AXON SOUTH

MAPLE GUARDRAIL W/FIXED BURLAP PANEL DETAIL

4'-8"

4'-0"

3'-6"

8'-81_4"

1

2

3

4

5

6

19

7

11

8

10

12

9

13

14

15

16

17

18

20

21

22

23

24

17

FIXED BURLAP PANEL

2X2 MAPLE GUARDRAIL

8 2X2 MAPLE GUARDRAIL

2X2 MAPLE POST

7

12

7

2X2 MAPLE GUARDRAIL

FIXED BURLAP PANEL

U-CLIP, METAL ANCHOR PLATE

17

LOFT FLOOR







SHOWER SYSTEM








BUILT-UP STRINGER




RIDGE BEAM





OILED MAPLE PLYWOOD



U-CLIP METAL ANCHOR PLATE


Design Development

Drawn by:

Date:






A604AXON LOFT RAILING

CS


05/06/11

FRIG

10

TO SWITCH ON

MAIN LEVEL

GFI

GFI

33

3

TO FIXTURE ABOVE

12

13

LED FLEXTIBLE STRIP LIGHT FIXTURE

LED FLOOD LIGHT FIXTURE

LED LIGHT BULB FIXTURE

SINGLE POLE/3-WAY

SINGLE POLE/2-WAY

LEVITON 15-AMP SMARTLOCK

FLOOR DUPLEX RECEPTACLE

WARMLY YOURS SLAB HEATING CABLE

ELECTRICAL PANEL

3

OTHERWISE UNDERSHELF MOUNT

SEE DETAIL (1/E101)

MODEL # DVSCCL-153P-WH (WHITE)

LUTRON DIVA LED DIMMER

FIREX 12000C SMOKE/CO FIRE ALARM

MODEL # FADCM

FIREX 5000 SMOKE ALARM

9

10

WITH BATTERY BACK-UP

MODEL # R62-00PJ8-00W (WHITE)

LUTRON DIVA LED DIMMER

RACO 15-AMP NICKEL PLATED DECORATOR

TAMPER RESISTANT - MODEL # 6239N1

WALL RECEPTACLE DUPLEX GFCI

WITH LEVITRON 1-GANG MIDWAY

NYLON OUTLET WALL PLATE

MODEL # R62-00PJ8-00W (WHITE)

MODEL # WSHC-120-0057

CARLTON 1/2IN. X 25FT. ELECTRICAL NON-METALLIC TUBINGNOTE:

*GFI WHERE INDICATED

MODEL # FADC

WITH BATTERY BACK-UP

MODEL # 12005-25

MODEL # DVSCCL-153P-WH (WHITE)

KILL SWITCH ENCLOSED TO TERMINATE

POWER TO ALL LIGHTS AND MECHANICAL

SYSTEMS WITH EXECPTION OF COMFOAIR 200

AND REFRIDGERATOR WHICH WILL HAVE

ELECTRICAL METER

WATER METER

11

12

13

A SEPARATE KILL SWITCH

GFI

3

EDGE NAUTILUS LED WALL WASH

FJ-NAU-3-SN (SATIN NICKEL)

LED BAR LIGHT FIXTURE

FJ-SCO-1-SN (SATIN NICKEL)

EDGE SCOPE LED (50 DEGREE SPREAD ANGLE)

SEE DETAIL (2/E101) FOR WINDOWS

EDGE 2" SQUARE FAST JACK POWER CANOPY FJP-2-SQ-LED-SN

(SATIN NICKEL) FOR USE WITH EDGE LIGHTING FIXURES

AND THERMOSTAT WITH SENSOR PROBE

9

11 9

GFI GFI

1'-5"7'2'-5"3'-5"6'-9"

2'-2"

5'-5"

4'

3'-6"

4'-8"

1'-59__16

"

4'10'-47__16

"

3'-4"

6'-7"


Design Development

Drawn by:

Date:






E100ELECTRICAL

AM


05/06/11

1/4" = 1'-0"1

ELECTRICAL MAIN LEVEL

1

2

4

3

1

2

43

5

6

1'-71_4"

1 LED LIGHT BULB (7 WATT)

2 1.5" GALVANIZED METAL PIPIING

3 SHELVING STRUCTURE

4 METAL FASTENERS

5 LED FLEXIBLE STRIP LIGHT (0.72 WATTS)

6 CONDUIT RUNS

2 LED FLEXIBLE STRIP LIGHT FIXTURE1 LED LIGHT BULB FIXTURE North Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011

Design Development

Drawn by:

Date:






E101ELECTRICAL DETAILS

AM


05/06/11

FRIG

ZEHNDER AMERICA COMFOAIR 200 SERIES

7 DAY PROGRAMMABLE THERMOSTAT

HONEYWELL MODEL # RTH7500D

6" COMFOSYSTEMS PIPE

ZEHNDER COMFOSYSTEMS

EXTINGUISHER - CLEANGUARD

WITH FILTER F7 MODEL # 400 100 018

EXHAUST AIR PIPING

INTERIOR TO EXTERIOR R-8 PER INCH

INSULATION ZEHNDER COMFOSYSTEMS

OUTSIDE AIR PIPING



PRE-HEAT AND POST-HEAT COILSREF 705 512 521



RETURN DIFFUSER STB-1-125

SUPPLY DIFFUSER KE 125

4

2

5

1

10 CFM

10 CFM

24 CFM

35 CFM

30 CFM

9 CFM

1

NOTE:

COMFOTUBE 75 VENTILATION TUBE

REF 990 328 007 FOR NON INSULATED

INTERIOR DUCTWORK

REF 990 326 252 (MAIN LEVEL)

FILTER125 MM REF 990 320 032

REGISTER COVER

ROMA (STAINLESS STEEL)

REF 990 320 610 (LOFT)

COMFOWELL SILENCERS CW-S 320

2

3

3

4

5

1

2

FILTER

FILTER

SILENCER


Design Development

Drawn by:

Date:






M100HVAC MAIN LEVEL &

LOFT LEVEL

AM


05/06/11

1/4" = 1'-0"1

HVAC MAIN LEVEL

18

15

17

14

16

9 SS-32 SOLAR SKIES SOLAR THERMAL COLLECTOR PUMP

6 SOLAR SKIES 60 GALLON STAINLESS STEEL

5 ZEHNDER AMERICA COMFOAIR 200 SERIES

4 RETURN DIFFUSER STB-1-125

3 OUTSIDE AIR PIPING WITH

2 EXHAUST AIR PIPING WITH

1 SUPPLY DIFFUSER KE 125

10 ELECTRICAL PANEL

HEAT EXCHANGER & ELECTRIC ELEMENT

FILTER125 MM REF 990 320 032


MODEL # 915-016

SOLAR TANK W/ONE DOUBLE WALL COIL

ELECTRIC TANKLESS WATER HEATER

MODEL # PWSNAE125

5 POWERSTAR AE125 WHOLE HOUSE

WITH 6" COMFOSYSTEMS PIPE








WITH FILTER F7 MODEL # 400 100 018

CIRCULATING PUMP

KILL SWITCH ENCLOSED WHICH TERMINATES POWER

TO ALL LIGHTS, AND MECHANICAL SYSTEMS

WITH THE EXCEPTION OF COMFOAIR 200

COMFOAIR TO HAVE INDIVIDUAL KILL SWITCH

11 ELECTRICAL METER

8 SS-32 SOLAR SKIES SOLAR THERMAL COLLECTOR

5 GALLON DRAINBACK TANK

7 SS-32 SOLAR SKIES SOLAR THERMAL COLLECTOR

QUANTITY 1 4' BY 8' PANEL MOUNTED ON ROOF

12 WATER METER

14 SPRAY FOAM INSULATION

15 8" PIPE GLUED IN PLACEiNSULATATE W/ SPRAY FOAM ANY GAPS

17 4" PIPE AND 6" DUCT

18 CAULK AND SEAL AND SPRAY FOAM GAPS

REF 990 326 252

REF 705 512 52113 COMFOWELL SILENCER CW-S 320

16 TAPE AND SEAL OPENING

6

4 1

3 2 8 9

10 5

12

11

13


Design Development

Drawn by:

Date:






M101MECHANICAL SECTION

AM


05/06/11

3" = 1'-0"1

MEC SECTION

1/2" = 1'-0"2

MEC SECTION

FRIG

KITCHEN SINK FAUCET SUPPLY

HANDHELD SHOWER FIXUTRE SUPPLY

TOILET FIXTURE SUPPLY

MECHANICAL FLOOR DRAIN

BATHROOM SINK FAUCET SUPPLY

SS-32 SOLAR SKIES SOLAR THERMAL

SOLAR SKIES 60 GALLON STAINLESS STEEL

POWERSTAR AE125 WHOLE HOUSE

LIBERTY HOSE STAND WITH BIB

3" VENT STACK

4" WASTE

VENT

UTILITY WALL

HW SUPPLY

CW SUPPLY

UTILITY WALL

12 3

4

7

6

9

5

IMPORTANT NOTE:

ALL PIPING TO BE RUN WITHIN UTILITY WALL

SOLAR TANK W/ONE DOUBLE WALL COIL

6

COLLECTOR 4' BY 8' PANEL

10

ELECTRIC TANKLESS WATER HEATER

MODEL # PWSNAE125

HEAT EXCHANGER & ELECTRIC ELEMENT

MODEL # 915-016


COLLECTOR 5 GALLON DRAINBACK TANK


CIRCULATING PUMP6

MOUNTED ON ROOF

MODEL # 693-2

1" DRAIN FOR COMFOAIR 200

2" WASTE - 1 1/4" VTR - 3/4" HW & CW

2" WASTE - 1 1/4" VTR - 3/4" HW & CW

2" WASTE - 1 1/4" VTR - 3/4" HW & CW

2" WASTE - 3" VTR - 3/4" CW

TO SEWER

1

2

3

5

4

6

9

10

11

12

12

7

8


Design Development

Drawn by:

Date:






M102PLUMBING SUPPLY

AM


05/06/11

1/4" = 1'-0"1

PLUMBING MAIN LEVEL


Design Development

Drawn by: Date:

NO

T FO

R C

ON

STR

UC

TIO

NTh

ese

docu

men

ts a

re th

e w

ork

of s

tude

nts

of th

e D

esig

n B

uild

stu

dio

at th

eN

orth

Dak

ota

Sta

te U

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DIVISION 00 PROCUREMENT & CONTRACTING REQUIREMENTS

00 01 01 PROJECT TITLEA. Itasca Faculty Cabin. Project Address: Itasca State Park, 36750 Main Park Drive, Park Rapids, MN

56470.

00 01 15 LIST OF DRAWING SHEETSA. Refer to Sheet T100 for drawing sheet index.

00 31 13 PRELIMINARY CONSTRUCTION SCHEDULEA. Construction Start shall be September 2011. Owner shall provide more specific schedule details.

00 31 32 GEOTECHNICAL DATAA. Refer to Geotechnical Report produced by geotechnical engineers for the Itasca Cabin project.B. Refer to Structural drawing sheets for additional requirements.

DIVISION 01 GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORKA. Owner to provide information to Bidders regarding the work covered by contract documents verses

the work covered by the Owner, all purchase contracts, and all price and payment procedures.

01 14 00 WORK RESTRICTIONSA. Access to Site is restricted. All bidders shall review the site access procedures with the Owner.B. Coordination with Occupants. All bidders shall review the coordination procedures required on campus

with the Owner.C. Use of Site is limited. All bidders shall review the site use and boundaries with the Owner. See Site Plan

drawing sheet for limitations, erosion control plan, and habitat protection plan.

01 21 00 – ALLOWANCESA. Contractor to establish allowances with the Architect for the following items to be specified at a later

date:a. Exterior and Interior Door pulls and levers. See section 08 71 00.b. Furnishings: chairs, couch, and bed framec. Casework pulls and lock hardwared. Finish Aggregate Landscape Material and Installation. See section 07 71 00 and 32 15 00.

01 23 00 – ALTERNATESA. Add Alternate #1: Use EPDM Compression Structural Gaskets or P Gaskets sealants at all Structurally

Insulated Panel Splices in lieu of standard caulk sealant. See section 07 27 00 and 06 12 00.B. Add Alternate #2: Use Prosoco R guard MVP Air & Water Resistive Barrier in lieu of Jumbotex

01 31 13 PROJECT COORDINATIONA. Project coordination will be done by the Owner: Itasca State Park, 36750 Main Park Drive, Park Rapids,

MN 56470. 218.266.2100

01 31 19 PROJECT MEETINGS

A. Preinstallation Meeting. All Contactors must attend an individual preinstallation meeting with theOwner and Architect before any Work begins to ensure quality control, LEED requirements, air barrierrequirements, and other items are executed as specified.

B. Site Mobilization Meeting. All Contractors involved in site work, excavation, geotechnical, utilities,earthwork, and foundation work, must attend a general site meeting with the Owner and Architectbefore any Work begins to ensure quality control, stormwater management, LEED requirements, andother items are executed as specified.

01 33 00 SUBMITTAL PROCEDURESA. 5 copies of all requested submittals for Product Data, Shop Drawings, Samples, LEED® documentation,

and other, shall be provided to the Owner, to be distributed to the Architect, for approval. Allsubmittals shall be received by the Owner a minimum of 14 business days prior to the need forapproval and without any impact on the agreed to construction schedule.

01 35 00 SPECIAL PROCEDURESA. Owner to provide any special procedure requirements including Owner Safety Requirements,Governmental Safety Requirements, Health Safety and Emergency Response Procedures,Environmental Procedures, and Security Procedures.

01 41 00 REGULATORY REQUIREMENTSA. See Sheet T001B. All Work must comply with the 2002 University of Minnesota Construction Standards.C. Owner shall supply any additional Rules or Laws that are requirements.

01 42 00 REFERENCESA. PHPP for Itasca Cabin.B. LEED® for Homes v2.2, administered by the U.S. Green Building Council.

01 50 00 TEMPORARY FACILTIES & CONTROLSA. Owner shall provide all information regarding the requirements for temporary facilities, controls,

protection, and security.

01 60 00 – PRODUCT REQUIREMENTSA. Owner shall provide all information regarding the requirements for Product Delivery, Product Storage,

and Owner furnished products.

01 70 00 – EXECUTION & CLOSEOUT REQUIREMENTSA. FIELD ENGINEERING

a. The construction layout shall follow the Site Plan drawing sheets and shall be located on site bya professional surveyor.

B. PROTECTION OF ADJACENT CONSTRUCTIONa. All contractors are responsible for protecting the adjacent construction and land features,

including, but not limited to: nearby cabins, trees, and utilitiesC. WASTE MANAGEMENT

a. Provide waste management to meet the following LEED® credit:i. MR Credit 3.2: 75% of all Construction Waste must be diverted from the landfill. Prior

to the start of construction the Contractor shall identify types of construction materialsfor recycling, reuse, or storage, estimate quantities, coordinate with subcontractors, andconfirm separation requirements for local recycling centers/contractors. Contractor

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shall implement these waste management procedures throughout the constructionprocess. Contractor shall keep documentation as required by LEED® for this credit andprovide the Owner with this documentation.

D. STARTING & CLOSEOUT PROCEDURESa. Contractors shall see the Owner for starting and closeout procedures.

E. FINAL CLEANINGa. Final cleaning requirements to be provided by Owner. Shall use Low Emitting Cleaning agents

as required by LEED®.F. INDOOR AIR QUALITY MANAGEMENT

a. Upon installation seal all permanent ducts and vents to minimize contamination duringconstruction. Remove all seals upon completion of all construction. Anyone who does notcomply with this requirement will be held liable for LEED® credit EQ 8.1.

b. After all construction phases are complete, prior to occupancy, flush the home with fresh airaccording to the following guidelines to meet the LEED® Credit 8.3.

i. Flush the entire home, keeping all indoor doors open.ii. Flush for 48 hours, the hours may nonconsecutive if necessary.iii. Open all windows and use a fan (eg. HVAC Fan) continuously or flush the home with all

HVAC fans and exhaust fans operating continuously at the highest flow rating.iv. Use additional fans to circulate air within the house.v. Replace or clean HVAC fan afterward if necessary.

G. CLOSEOUT SUBMITTALSa. Provide all documentation as required by LEED® as requested in other Divisions of this

Specification.b. Provide the Owner with all Warranty Documentation, Product Instruction Manuals, and Spare

Parts that accompany each building component or system or as called for elsewhere in thisspecification.

H. DEMONSTRATION & TRAININGa. Demonstration and training shall be provided for the following, but limited to, building systems

or components:i. Photovoltaic System. Installer shall provide one site visit before building occupancy to

train the Owner in the use of the system. See electrical drawings and specification forfurther requirements.

ii. Mechanical Ventilation System. Installer shall provide one site visit before buildingoccupancy to train the Owner in the use of the system. See mechanical drawings andspecification for further requirements.

iii. Exterior doors and windows installer or manufacturer shall provide one site visit beforebuilding occupancy to train the Owner in the required maintenance and periodicadjustment of the doors so the thermal performance does not deteriorate.

iv. This demonstration training will be at least one hour in length and will be accompaniedby an operations and training manual to the home and will serve to educate thehomeowner/tenant/building manager to meet the LEED® Credits AE 1.1 and AE 2.

v. The exhibition of this project at the Minnesota State Fair will meet the requirements forthe LEED® Credit AE 1.3 as long as it generates the following responses:

1. An open house on 4 weekends (the time it will be open at the State Fair farexceeds this requirement)

2. A news paper article on the project3. Display LEED signage on the exterior of the building

01 81 13 – SUSTAINABLE DESIGN REQUIREMENTS

A. Indoor Environmental Quality.a. All paints and coatings used on the interior of the building (defined as inside the moisture

barrier / weatherproofing / waterproofing system and applied on site) shall comply with thefollowing criteria:

i. Architectural paints, coatings and primers applied to the interior walls and ceilings: Donot exceed the VOC content limits in Green Seal Standard GS 11, Paints, First Edition,May 20, 1993.

1. Flats: 50 g/L2. Non Flats: 150 g/L

ii. Anti corrosive and anti rust paints applied to interior ferrous metal substrates: Do notexceed the VOC content limit of 250 g/L established in the Green Seal Standard GC 03,Anti Corrosive Paints, Second Edition, January 7, 1997.

iii. Clear wood finishes, floor coatings, stains and shellacs applied to interior elements: Donot exceed the VOC content limits established in South Coast Air Quality ManagementDistrict (SCAQMD) Rule 1113, Architectural Coatings, rules in effect on January 1, 2004.

1. Clear wood finishes: varnish 350 g/L; lacquer 550 g/L2. Floor Coatings: 100 g/L3. Sealers: waterproofing sealers 250 g/L; sanding sealers 275 g/L; all other sealers

200 g/L4. Shellacs: Clear 730 g/L; pigmented 550 g/L5. Stains: 250 g/L

Any paint or coating to be applied on site must be reviewed with the Architect and the VOCrating documentation presented to the Architect for approval prior to installation. Anycontractor that does not comply with this requirement will be held liable for the loss of LEED®Credit MR 2.2

b. All composite wood used on the interior of the building (defined as inside of the moisturebarrier / weatherproofing system / waterproofing system) shall contain no added ureaformaldehyde resins. This includes, but is not limited to:

i. Particleboard, oriented strand board, plywood, wheatboard, strawboard, panelsubstrates, door cores, structural insulated panels, cabinetry and casework, shims,blocking, subfloors, electrical service areas.

Any composite wood must be reviewed with the Architect and the material data sheetdocumentation presented to the Architect for approval prior to installation. Any contractorthat does not comply with this requirement will be held liable for the loss of LEED® Credit MR2.2

B. This project is designed for LEED® for Homes Platinum Certification. Please reference sheet T003 inthe drawing set. The construction of this project must comply with the following LEED® credits:

a. Innovation and Design Process: (Total Points: 4)i. ID 1.1 Prerequisite Preliminary Ratingii. ID 1.2 Credit Integrated Project Team – 1ptiii. ID 1.3 Professional Credentialed with respect to LEED for Homes – 1ptiv. ID 1.4 Credit Design Charrette – 1ptv. ID 1.5 Credit Building Orientation for Solar Design – 1ptvi. ID 2.1 Prerequisite Durability Planningvii. ID 2.2 Prerequisite DurabilityManagementviii. ID 2.3 Credit Third Party Durability Management Verification – ?ptsix. ID 3 Credit Innovation or Regional Design – ?pts



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b. Locations and Linkages: (Total Points: 6)i. LL 2 Credit Site Selection – 2ptsii. LL 3.1 Credit Edge Development – 1ptiii. LL 3.3 Credit Previously Developed – 1ptiv. LL 4 Credit Existing Infrastructure – 1ptv. LL 6 Credit Access to Open Space – 1pt

c. Sustainable Sites: (Total Points: 14.5)i. SS 1.1 Prerequisite Erosion Controls During Constructionii. SS 1.2 CreditMinimize Disturbed Area of Site – 1ptiii. SS 2.3 Prerequisite No Invasive Plantsiv. SS 2.2 Credit Basic Landscaping Design 2ptsv. SS 2.3 Credit Limit Conventional Turf – 3ptsvi. SS 2.4 Credit Drought Tolerant Plants – 2ptsvii. SS 2.5 Credit Reduce Overall Irrigation Demand – 6ptsviii. SS 3 Credit Reduce Local Heat Island Effects – 1ptix. SS 4.1 Credit Permeable Lot – 4ptsx. SS 4.2 Credit Permanent Erosion Controls – 1ptxi. SS 5 Credit Pest Control Alternatives – 1.5pts

d. Water Efficiency: (Total Points: 10)i. WE 2.3 Credit Reduce Overall Irrigation Demand by 45% 4ptsii. WE 3.2 Credit Very High Efficiency Fixtures and Fittings – 6pts

e. Materials and Resources: (Total Points: 13)i. MR 1.1 Prerequisite Framing Order Waste Factorii. MR 1.2 Credit Detailed Framing Documents – 1 ptiii. MR 1.3 Credit Detailed Cut List and Lumber Order – 1 ptiv. MR 2.1 Prerequisite FSC Certified Tropical Woodv. MR 2.2 Credit Environmentally Preferable Products 8ptsvi. MR 3.1 Prerequisite Construction Waste Management Planningvii. MR 3.2 Credit Construction Waste Reduction – 2.5pts

f. Indoor Environmental Air Quality: (Total Points: 16)i. EQ 2.1 Prerequisite Basic Combustion Venting Measuresii. EQ 2.2 Credit Enhanced Combustion Venting Measures – 2ptsiii. EQ 4.1 Prerequisite Basic Outdoor Air Ventilationiv. EQ 4.2 Credit Enhanced Outdoor Air Ventilation – 2ptsv. EQ 4.3 Third Party Performance Testing – 1ptvi. EQ 5.1 Prerequisite Basic Local Exhaustvii. EQ 5.2 Credit Enhanced Local Exhaust – 1ptviii. EQ 5.3 Third Party Performance Testing – 1ptix. EQ 6.1 Prerequisite Room by Room Load Calculationsx. EQ 6.2 Credit Return Air Flow/Room by Room Controls – 1ptxi. EQ 7.3 Credit Best Air Filters – 2ptsxii. EQ 8.1 Credit Indoor Contaminant Control During Construction – 1ptxiii. EQ 8.2 Credit Indoor Contaminant Control – 1ptxiv. EQ 8.3 Credit Preoccupancy Flush – 1ptxv. EQ 10.4 Credit Detached Garage or No Garage – 3pts

g. Awareness and Education: (Total Points: 2)i. AE 1.1 Prerequisite Basic Operations Trainingii. AE 1.3 Credit Public Awareness – 1ptiii. AE 2 Credit Education of the Building Manager – 1pt

h. Energy and Atmosphere: (Total Points: 27)i. EA 2.1 Prerequisite Basic Insulationii. EA 2.2 Credit Enhanced Insulation – 2ptsiii. EA 3.1 Prerequisite Reduced Envelope Leakageiv. EA 3.3 Credit Minimal Envelope Leakage – 3ptsv. EA 4.1 Prerequisite Good Windowsvi. EA 4.3 Credit Exceptional Windows – 3ptsvii. EA 5.1 Prerequisite Reduced Distribution Lossesviii. EA 5.3 Credit Minimal Distribution Losses – 3ptsix. EA 6.1 Prerequisite Good HVAC Design and Installationx. EA 6.3 Credit Very High Efficiency HVAC – 4ptsxi. EA 7.1 Credit Efficient Hot Water Distribution System – 2 ptsxii. EA 7.2 Credit Pipe Insulation – 1 ptxiii. EA 7.1 Credit Efficient Domestic Hot Water Equipment – 3ptsxiv. EA 7.2 Credit Pipe Insulation – 1ptxv. EA 7.3 Efficient Domestic Hot Water Equipment – 3ptsxvi. EA 8.1 Prerequisite ENERGYstar Lightsxvii. EA 8.3 Credit Advanced Lighting Package – 3ptsxviii. EA 9.1 Credit High Efficiency Appliances – 2ptsxix. EA 11.1 Prerequisite Refrigerant Charge Testxx. EA 11.2 Credit Appropriate HVAC Refrigerants – 1pt

i. Total Points: 92 – Platinum Rating

01 83 00 FACILITY SHELL PERFORMANCE REQUIREMENTSA. The entire building shall be Air Tight with an Air Infiltration measurement of 0.3 ACH50 or less. A

Blower Door Test or Duct Blaster Test shall be executed, by a certified testing agency, after the entireContinuous Air Barrier is completed, but before Interior Finishes are installed. The entire building mustbe 0.3 ACH50 or less before any Interior Finishes or drywall is installed. If it does not meet this rate,the contractor is responsible for testing the Air Barrier with the Smoke Test Method or Infrared Testingto determine where the leaks in the Air Barrier are occurring and to seal those locations beforecommencing with any finish work. A second test shall be executed after substantial completion toensure the Continuous Air Barrier was not punctured or damaged during the installation of thefinishes.

B. A Continuous Air Barrier System shall be installed without interruption. All system details includingseams, overlapping locations, foundation to wall transitions, electrical and mechanical penetrations,and window and door details shall be reviewed with the Architect before construction begins to ensurecompliance. All components of the air barrier must have a perm rating of less than 1.0 perms. Drywalland caulked baseboards do not meet the requirements for the Air Barrier. A Poly Vapor Barrier shallnot be installed in locations where it will get punctured during construction with fasteners, or afterconstruction. The execution of this system relates directly to the Air Infiltration Measurement, theHeating system performance, and condensation in the shell. There shall be a construction supervisoron site at all times that understands the system and its importance.

C. On the East Wall: 2x14 SIP, 2” Polyiso Insulation, and dense packed cellulous insulation in 2x6 wall shallhave a finished assembly performance of R 88.9.

D. On the East Wall: 2x14 SIP and 2” Polyiso Insulation shall have a finished assembly performance of R60.4.



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E. On the North Wall: 2x14 SIP, 4” Polyiso Insulation, and dense packed cellulous insulation in 2x4 wallshall have a finished assembly performance of R 71.9.

F. On the North Wall: 2x14 SIP and 4” Polyiso Insulation shall have a finished assembly performance of R70.5.

G. On the South & West Walls: 2x14 SIP and 2” Polyiso Insulation shall have a finished assemblyperformance of R 60.4.

H. The typical 2x16 SIP roof with 8” Polyiso Insulation shall have a finished assembly performance of R109.3.

I. The typical Fixed Window Sill at the foundation shall have a finished assembly performance of R 6.33.J. The typical Operable Window Sill shall have a finished assembly performance of R 6.33.K. The typical foundation Curb at Door Sill shall have a finished assembly performance of R 14minimum.L. The typical Bucket Foundation Insulation assembly shall have a performance of R 91.5.M. The typical Window Unit, Glazing assembly, and rough opening zone shall have a performance of R

11.36minimum.N. The typical Door Unit and rough opening zone shall have a performance of R 8.4minimum.O. All Exterior cracks and joints will be sealed with caulking to comply with LEED® Credit SS 5.

DIVISION 02 EXISTING CONDITIONS

02 24 00 ENVIRONMENTAL ASSESSMENTA. The site where the building shall be placed will meet the following requirements to meet the

LEED® Credit LL 2 Site Selection:1. The site shall be above the 100 year flood plain and defined by FEMA2. The building shall not be built on habitat of endangered or threatened species3. The building shall not be built within 100 feet of water, including wetlands4. Not built on land that was parkland prior to acquisition5. Not built on land that has prime soils, unique soils, or soils of state significance

B. The site where the building shall be placed will be on a lot that was previously developed aswell as is boarded by a previously developed site by at least 25% of the lot line to meet the requirementsof LEED® Credits LL 3.1 and LL 3.3.

C. The site is within a half of a mile of existing water and sewer lines, which complies with therequirements of LEED® Credit LL 4.

D. The site is within a half of a mile to a publically accessible or community based open space thatis at least three quarters of an acre in size, which complies with the requirements of LEED® Credit LL 6.

E. The project is less than 7 units per acre, which complies with the requirements of LEED® CreditSS 1.2.

02 32 00 GEOTECHNICAL INVESTIGATIONSA. Refer to Geotechnical Report produced by engineer for the Itasca Cabin project.B. Refer to site plan sheet for additional requirements.

DIVISION 03 CONCRETE

03 20 00 CONCRETE REINFORCING. Refer to Structural and Civil Drawing Sheets.

03 22 20 FABRIC and GRID REINFORCINGA. Provide 1 ¼” galvanized welded wire fabric at kitchen, bathroom, and desk countertops. Refer to

Architectural Drawing Sheets.

B. Provide ½” galvanized welded wire fabric at gabions. Refer to Architectural Drawing Sheets.C. All on site construction waste shall be recycled per Section 01 70 00 Waste Management.D. Provide material and documentation to contribute to the following LEED® credits:

a. Recycled Content, MR Credit 2.2. Confirm recycled content in the metal components withthe manufacturer.

03 30 00 CAST IN PLACE CONCRETE. Refer to Structural and Civil Drawing Sheets.A. Provide CIP Concrete Mix and documentation to contribute to the following LEED® credits:

a. Recycled Content, MR Credit 2.2. Use recycled content Fly Ash in the concrete mix in aquantity and type that complies with the structural engineering requirements.

b. Regional Materials, MR Credit 2.2. Use components in the concrete mix that are extractedfrom within 500 miles of the project location. Provide documentation of the components ofthe mix, the percentage, and where they were extracted from.

c. SS Credit 5 Pest Control there shall be no wood to concrete connections, or if there areseparate with dividers.

B. All on site construction waste shall be recycled per Section 01 70 00 Waste Management.C. The Concrete Slab is part of the Continuous Air Barrier System. The interior finished surface shall

be sealed and all penetrations through the slab must be sealed. See Section 07 27 00.D. The exposed concrete slab shall have a clear sealer applied. See Penetrating Oil Sealer Section 09

97 23.E. All required loads by code and engineer shall be met in the concrete mix.

03 80 00 CONCRETE CUTTING & BORING. Refer to Structural and Civil Drawing Sheets.

DIVISION 05 METALS

05 50 00 – METAL FABRICATIONSF. Metal brackets for kitchen and bathroom countertop support

1. 18” by 24” Stainless steel2. 1/8” steel with a load limit of 1000 pounds3. 1 ½” forms with multiple ¼” mounting holes per side4. A&M Hardware. 1.888.647.0200

G. Provide work station brackets and documentation that contributes to the following LEED® credits:1. Regional Materials, MR Credit 2.2. Manufacture and distribute work station brackets within

500 miles of the project address.

05 53 00 – METAL GRATINGSA. Aluminum Serrated Open Plank Grating

a. Use McNichols GRIP STRUT® 2 Diamond Plank, #22012A, 2 inches in height by 4.75” inwidth, mill finish aluminum .080 inches type 5052 serrated or approved equal.

b. Use McNichols GRIP STRUT® Diamond Anchor Catalog #12262 to fasten planks into concreteor approved equal.

c. No coatings or maintenance shall be required.d. No field welding required.e. All on site construction waste shall be recycled per Section 01 70 00 Waste Management.

DIVISION 06 WOOD, PLASTICS, & COMPOSITES

06 11 00 WOOD FRAMING



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A. Provide all wood framing and documentation to contribute to the following LEED® credits:1. Certified Wood, MR Credit 2.1. Use FSC certified wood for all furring, blocking, end plates, top

plates, bottom plates, and splices.2. Low Emitting Materials, MR Credit 2.2. Shall not contain any added Urea Formaldehyde Resins.3. SS Credit 5 Pest Control, there shall be no wood to concrete connections, or if there are separate

with dividers.4. MR Credit 1.1, provide a framing order waste factor.5. MR Credit 1.2, provide detailed framing documents.6. MR Credit 1.3, provide a detailed cut list and lumber order.

B. All wood framing in contact with the foundation shall be moisture resistant.C. All exterior furring strips shall be moisture resistant and should not come within 12 inches of soilD. All exterior wood framing shall be moisture resistant.E. Refer to Structural Drawings Sheets for additional requirements.F. All on site construction waste shall be recycled per Section 01 70 00 Waste Management.

06 12 00 STRUCTURAL PANELSA. Provide Structural Insulated Panels(SIP) from the following manufacturer or approved equal:

1. Enercept, Inc. 800.658.33032. Extreme Panel Technologies, Inc. 800.977.2635

B. Provide panels and documentation that contribute to the following LEED® credits:1. Recycled Content, MR Credit 2.2. Use recovered EPS insulation within the panels. 25% minimum

recycled content.2. FSC Certified Wood, MR Credit 2.1. Use FSC certified wood for all blocking, end plates, top plates,

bottom plates, and splices within the SIP framing system.3. Regional Materials, MR Credit 2.2. SIP manufacturing less than 500 miles from project address

using recovered EPS extracted from source less than 500 miles for project address.4. Low Emitting Materials, MR Credit 2.2. OSB sheathing shall not contain any added Urea

Formaldehyde Resins.5. Low Emitting Materials, MR Credit 2.2. All sealants used for SIP installation shall be less than 250

VOC Limit [g/L less water]. This includes all caulking sealant products used on site on the interiorand exterior of the SIP panels to seal components together. This includes the tape product used atall seams. See section 01 81 13 Sustainable Design Requirements.

C. Provide the following panel thickness and corresponding performance value:1. 4’x8’ SIP 14 1/8” thick with a minimum R 53.5 value.2. 4’x8’ SIP 16 1/8” thick with a minimum R 61.3 value.

D. All posts and blocking should be designed to maximize the continuous R value and eliminate thermalbridging. Use higher density foam insulation at all posts, blocking and splices.

E. Continuous Air Barrier. SIP OSB interior sheathing will act as the Air Barrier. The OSB shall have aPERM rating of less than1.0 perms and all SIP seams shall be sealed and taped following themanufacturers instructions. The SIP assembly shall achieve an Air Tightness measurement of 0.3 ACH50or less. The OSB and SIP assembly shall not be punctured or cut without approval and review by theArchitect. See Section 07 27 00 Air Barrier.

F. No electrical chases in the SIP assembly.G. Manufacturer to provide Engineering and Shop Drawings to be approved by the Owner, Architect,

Structural Engineer, and Building Code Official.H. All on site construction waste shall be recycled per Section 01 70 00 Waste Management. Verify if

waste EPS insulation can be sent back to the manufacturer for recycling.I. Add Alternate: Use Structural Gaskets or P Gaskets at all SIP splices as a more durable long lasting

compression sealant in lieu of caulk sealant. See section 07 27 00 and section

06 13 00 HEAVY TIMBER CONSTRUCTIONA. Provide parallams or reused, heavy timber for the columns from the following manufacturer or

approved equal:1. Duluth Timber Company 218.727.2145

B. Provide timbers and documentation that contributes to the following LEED® credits:1. Regional Materials, MR Credit 2.2. Recover and manufacture Timbers within 500 miles of the

project address.2. Materials Reuse, MR Credit 2.2. Salvaged Timbers.

C. Sand smooth, clean, and oil heavy timber or paint parallam.D. Refer to Structural Drawings Sheets for additional requirements.

06 16 00 SHEATHINGA. Miscellaneous OSB sheathing applied on site in connection with SIP enclosure.

1. Refer to section 06 12 00.B. Plywood Sheathing

1. Provide documentation and material that contributes to the following LEED® credits:a) Certified Wood, MR Credit 2.1. Use FSC certified wood content plywood.b) Recycled Content, MR Credit 2.2.c) Low Emitting Materials, MR Credit 2.2. Sheathing shall not contain any Urea

Formaldehyde Resins.

06 20 13 EXTERIOR FINISH CARPENTRYA. Porch framing, shading framing, wood sunshade slats and nailers

1. Use clear select grade FSC cedar or reclaimed barn wood siding as available.2. Cut all edges square with slight (1/16”) ease.3. Unfinished, allow wood to weather.4. Use all stainless steel fasteners, expose fasteners. Space fasteners evenly and align in orderly

manner.5. See structural and architectural drawing sheets for additional requirements.6. Provide materials, installation, and documentation that contributes to the following LEED®

credits:i. Certified Wood, MR Credit 2.2. Use FSC certified product.

7. Assemble slats and nailers in factory, and install as units, as shown on Architectural drawingsheets.

06 20 23 – INTERIOR FINISH CARPENTRYA. Pine boards. See Drawings for board orientation.B. Provide paneling and documentation that contributes to the following LEED® credits:

1. Regional Materials, MR Credit 2.2. Use pine that is reclaimed less than 500 miles from the projectaddress.

C. 6” wide.D. No end matching. Butt edges.E. Clear 1 face.F. Sand smooth, clean and Oil Finish. See Section 09G. Install in summer when humidity is highest. Allow wood product to acclimate to the building before

installation.H. Exposed fasteners placed evenly and aligned in an orderly manner. No wood putty over fasteners.

Review with Architect prior to installation.



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I. All on site construction waste shall be recycled per Section 01 70 00 Waste Management.J. Installation shall not puncture the Continuous Air Barrier.

06 41 00 ARCHITECTURAL WOOD CASEWORKA. All exposed Casework components including all cabinet fronts, sides, shelves and drawers shall be the

following or approved equal:1. Maple veneers, oiled. See section 09 93 00.

B. Provide material, cabinet construction, and documentation that contributes to the following LEED®credits:1. Certified Wood, MR Credit 2.1. Use FSC certified product.2. Low Emitting Materials, EQ Credit 2.2. No urea formaldehyde.3. Low Emitting Materials, EQ Credit 2.2. Only use Sealants and Adhesives that meet this requirement.4. Recycled Content, MR Credit 2.2. SCS certified 100% pre consumer recycled wood fiber5. Shoe Removal Area by South Entrance, EQ Credit 8.2, indoor contaminant control

C. Provide cut outs in lieu of hardware.D. Provide shop drawings for approval.E. Provide blocking in wall or furring space to support metal wall bracket for countertop support (see

sections 05 50 00). Cabinet installation shall not penetrate the continuous air barrier.

DIVISION 07 THERMAL & MOISTURE PROTECTION

07 13 00 SHEET WATERPROOFING “Moisture Barrier”A. Provide the following Above Grade Moisture Barrier or approved equal:

1. Fortifiber Super JumboTex Building Paper. 715.394.66052. Follow manufacturer’s installation instructions.

07 21 00 THERMAL INSULATIONA. Below Grade Insulation.

1. Use 40 psi XEPS insulation.2. Use the following product or approved equal:

a) Styrofoam Highload 40 Extruded Polystyrene Insulation by DOW Chemical Company3. Minimum R value of 5.0 per inch.4. Insulation directly under the footing must comply with the specified structural bearing capacity,

see drawings.5. It shall be placed on a clean, level base material, without sharp rocks or debris that could

puncture the insulation.6. It shall be placed on 8” to 12” minimum compact pea rock or washed rock that provides

moisture drainage away from the insulation.7. All on site construction waste shall be recycled per Section 01 70 00 Waste Management. Verify

if waste EPS insulation can be sent back to the manufacturer for recycling.8. Stagger and tape all seams. Below Grade Insulation under the slab is part of the Continuous Air

Barrier System. See section 07 27 00.9. Protect installed insulation from damage during the construction process.10. Provide material and documentation that contribute to the following LEED® credits:

a) Recycled Content, MR Credit 2.2. Use recovered EPS insulation 100% recycled content.b) Regional Materials, MR Credit 2.2. EPS manufacturing less than 500 miles from project

address using recovered EPS extracted from source less than 500 miles for projectaddress.

c) Low Emitting Materials, MR Credit 2.2. Seam Tape and insulation must be low VOC andcomply with this credit.

B. “Polyiso Insulation”.1. Use polyisocyanuarate foam core with Minimum R value of 6.5 per inch.2. Stagger and tape all seams3. Protect installed insulation from damage during the construction process.4. Use the following product or approved equal:

a) Thermax Exterior Insulation DOW Chemical CompanyC. Spray in place Insulation.

a. Use the following product or approved equal:i. Touch and Seal

b. Installation shall be limited to filling in the gaps in the SIP system penetrations around: windowand door openings, mechanical and electrical penetrations. All penetrations through the SIPsystem and any use of the Spray in place insulation shall be reviewed with the Architect prior toinstallation. It is critical that the spray in place insulation fills the entire void or cavitycompletely and will not crack or loosen under the anticipated movement or vibration of thewindow, door, pipe, etc.

c. R 6 per inch minimum.d. Provide product and documentation that will comply with the following LEED® credits:

i. Low Emitting Materials, EQ Credit 4.1. Use Low VOC water based products that complywith this LEED credit.

D. Structurally Insulated Panels (SIP). See Section 06 12 00.E. Dense Packed Insulation

a. R-3.47 minimum at 2.5 lbs/ft3

b. Installation shall be densely packed with no air pockets or gaps.c. Will not settle, rot, decay, or break down. Will not absorb moisture. Non flammable non

combustible.

07 27 00 AIR BARRIERSA. Structurally Insulated Panels (SIP) interior OSB, see section 06 12 00. OSB Perm rating of less than 1.0

perms acts as an air barrier when properly sealed with Seam tape at all seams.B. Seam tape

a. Pressure sensitive, vulcanized butyl rubber adhesive laminated to a polyolefin carriermembrane.

b. High peal and shear strengthc. Self healingd. Shall extend at least 2” onto the edge of both adjoining surfaces.e. Overlap at least 3” at the end of a tape roll and the start of a new tape roll.f. Overlaps: wall to ceiling or ridge to ceiling tape should be installed before ceiling panel joints

are taped. Intersections of ceiling panel tape with the tape at the wall should be detailed sothat the ceiling tape overlaps by a minimum of 3”. Roll overlaps firmly and carefully to assurean airtight seal.

g. After tape has been installed, wrinkles and bubbles must be removed with a roller or similartool with adequate hand pressure to firmly mate tape to surface.

h. Apply at any and all seams within the air barrier system. Including but not limited to: betweenSIP OSB seams / splices, between OSB and framing joints, at all corners, at the foundation airbarrier connection to the wall OSB, at all corners and seams at all window and door roughopenings in all directions.



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i. Architect shall inspect Seam Tape installation prior to the vapor barrier being applied, orwindow and door units installed.

j. Prevents condensation from entering the SIP system from the interior.k. See section 06 12 00 Structural Insulated Panels, follow manufacturer’s installation instructions.l. See section 01 83 00 Shell Performance, Air Infiltration.m. Prep Surfaces following manufacturers recommendations. Prime surfaces, if necessary, to

ensure permanent bond with seam tape.d. Provide product and documentation that will comply with the following LEED® credits:i. Low Emitting Materials, MR Credit 2.2. Use zero VOC products that comply with this

LEED credit.n. Use the following product or approved equal:

i. Ashland Sealing TapeC. Above Grade Vapor Retarder

a. Use 8 mil polyethylene film, which resists tears and punctures, lap and tape all seams. Tape andseal all penetrations.

b. Apply to the interior side (warm side) of all exterior wall and roof surfaces continuously.c. Seal to all penetrations, including window and door openings. Tuck into the shim space of all

windows and doors before the Gap Gasket is pressed in place.d. Follow manufacturer’s installation instructions.e. Made from stabilized virgin resins resistant to oxidation and alkali attack and contact with

pressure treated wood.f. Shall be rated at less than 1.0 perms.g. Seal continuously with the below grade insulation under the slab which will act as the vapor

retarder.h. There shall be no contact between the poly film and any construction tapes, caulks and

acoustical sealants which can cause premature deterioration.i. Use the following product or approved equal:

i. TenoArm Film and Teno Tape sealant 800.477.7724e. Provide product and documentation that will comply with the following LEED® credits:i. Low Emitting Materials, MR Credit 2.2. Use low VOC products that comply with this

LEED credit.D. Below Grade Vapor Retarder

a. Ensure all below grade insulation seams are taped and sealed, joints staggered, and clean rockaggregate (not sand) is used under the foundation insulation to promote moisture drainage.Provide 10 mil and insulation taping.

E. Structural Gasketsa. Cellular Foam EPDMb. durable and elastic performance under long term compressionc. Install between bottom wall plate and foundation.d. Effective moisture barriere. Staple to wood sill plate before placing on foundationf. Remains flexible up to 60 deg F.

F. Gap Gasketsa. Cellular Foam EPDMb. durable performance under long term compressionc. Install in the gap between the rough framing and window and door frame and press to create

an air tight fit over the poly film vapor retarder that has already been installed.d. Remains flexible up to 60 deg F.

G. P Gaskets

a. Cellular Foam EPDMb. durable performance under long term compressionc. Install for difficult sealing problems. Can be used in lieu of caulking sealant for Structural

Insulated Panel splices.d. Remains flexible up to 60 deg F.

H. Penetrationsa. See mechanical and electrical drawing sheets and specifications for additional requirements.b. All penetrations through the Air Barrier System must be reviewed with the Architect.c. All penetrations must be continuously sealed in a method that will be long lasting, with a perm

rating of less than 1.0f. Sealing caulks, foams, tapes and any other products must comply with the following

LEED® credits:i. Low Emitting Materials, MR Credit 2.2. Use low VOC products that comply with this

LEED credit.I. All insulation amounts and R values as described in drawings comply with LEED® Credit EA 2.1 and EA

2.2.J. Air leakage prevention measures described within this specification as well as illustrated in the

drawings complies with LEED® Credits EA 3.1 and EA 3.3.

07 60 00 FLASHING AND SHEET METALA. MetalDrip Flashing.

1. Locations: Top of foundation insulation flashing, roof eave, and rake.2. Use factory finished metal, finished kynar matte black, with no drip “kick” at edges, edges shall

be bent square and straight. Shall be compatible with adjacent materials, contractorresponsible for verifying compatibility. Sample shall be provided to the Architect for approval.

07 90 00 JOINT PROTECTIONA. Use Exterior Seam Tape to seal the exterior seams at all SIP seams, at all corners, at all window and

door flanges. Follow tape manufacturers installation methods.

DIVISION 08 OPENINGS

08 14 00 – WOOD DOORSA. See Architectural Drawing Sheets and Window and Door Schedule for additional requirements.B. Oiled solid core maple veneer doorC. Provide doors and documentation that meets the following LEED® credits:

1. Low Emitting Materials, MR Credit 2.2. Door and frame shall not contain any added UreaFormaldehyde Resins.

2. Certified Wood, MR Credit 2.1. Use FSC certified wood product.3. Low Emitting Materials, MR Credit 2.2 All Adhesives or Sealants applied on site must comply.4. Low Emitting Materials, MR Credit 2.2 All Paints and Coatings applied on site must comply.

Including Touch up paints!

08 14 23 CLAD WOOD DOORSA. See Architectural Drawing Sheets and Door Schedule, for additional requirements.B. Use “Shim Screws” and “Gap Gasket” to fasten doors into rough opening, in lieu of nailing flange or

traditional wood shim spacers. Create void between window unit and rough opening that can be filledwith “gap gasket” “spray foam” or “mineral wool”. See section 07 21 00 and 07 27 00. No thermalbridge shall be created with the door fastening method.



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C. All doors shall be aluminum by the following manufacturer:1. Energate 1.800.594.9871

D. Door handle meet handicap accessible requirements with exterior key cylinder.E. Window Installer and Manufacturer responsible for the Air Tightness of the Window Unit and its

installation. Unit Air Tightness shall be 0.001 cfm/sf. Installed unit shall pass a Blower Door Test andbe 0.3 ACH50 or less.

F. All Adhesives or Sealants applied on site must comply with LEED® creditMR 2.2 Low EmittingMaterials.

G. All touch up paints or coatings applied on site must comply with LEED® credit MR 2.2 Low EmittingMaterials.

H. Use “Shim Screws” and “Gap Gasket” to fasten windows into rough opening, in lieu of nailing flange ortraditional wood shim spacers. Creates void between window unit and rough opening that can be filledwith “gap gasket” “spray foam” or “mineral wool”. See section 07 21 00 and 07 27 00. No thermalbridge shall be created with the window fastening method.

08 52 00 WOODWINDOWSA. See Architectural Drawing Sheets, Window and Door Schedule, for additional requirements.B. All window units shall be wood by the following manufacturer or approved equal:

1. Energate. 1.800.594.98712. This window complies with LEED® Credits EA 4.1 and 4.3

C. Exterior and Interior Finish shall be approved by architect and owner.D. No muntins or dividers.E. Shop drawings shall be provided for approval.I. Window Installer and Manufacturer responsible for the Air Tightness of the Window Unit and its

installation. Unit Air Tightness shall be 0.001 cfm/sf. Installed unit shall pass a Blower Door Test andbe 0.43 ACH50 or less.

J. All Adhesives or Sealants applied on site must comply with LEED® creditMR 2.2 Low EmittingMaterials.

K. All touch up paints or coatings applied on site must comply with LEED® credit MR 2.2 Low EmittingMaterials.

L. Use “Shim Screws” and “Gap Gasket” to fasten windows into rough opening, in lieu of nailing flange ortraditional wood shim spacers. Creates void between window unit and rough opening that can be filledwith “gap gasket” “spray foam” or “mineral wool”. See section 07 21 00 and 07 27 00. No thermalbridge shall be created with the window fastening method.

08 71 00 DOOR HARDWAREA. See Architectural Drawing Sheets, Window and Door Schedule, for additional requirements.B. See Allowances Section 01 21 00.

08 74 00 ACCESS CONTROL HARDWAREA. See Architectural Drawing Sheets, Window and Door Schedule, for additional requirements.B. See Allowances Section 01 21 00.C. See Electrical Drawing Sheets for additional requirements.

08 75 00 WINDOW HARDWAREA. Refer to section 08 54 00.

08 81 00 GLASS GLAZINGA. Refer to sections 08 16 00 and 08 54 00 for glazing requirements.

DIVISION 09 FINISHES

09 93 00 – STAINING AND TRANSPARENT FINISHINGA. At interior exposed concrete floor use an enhancer/sealer. Provide the following product or approved

equal:1. BioShield Hard Oil #9. 800.621.25912. Apply evenly following the manufacturer’s instructions.

B. Concrete countertops sealer. Provide the following product or approved equal:1. Bee’s Wax. Apply a thin layer in random spots on surface before applying epoxy.2. Envirotex Kite Epoxy. Apply evenly over Bee’s Wax. Following the manufacturer’s instructions.

C. Casework and wood door sealer. Use the following product of approved equal:1. BioShield Hard Oil #9. 800.621.25912. No stripping or sanding required. Hard Oil should be reapplied to the entire door 1 2 times per year.Apply evenly following the manufacturers instructions.

D. Provide material, installation, and documentation that complies to the following LEED® credits:1. Low Emitting Materials, MR Credit 2.2. Only use Paints, Coatings, Sealants and Adhesives that meetthis requirement.

09 97 23 CONCRETE & MASONRY COATINGSA. See section 09 93 00.

DIVISION 10 SPECIALTIES

10 00 00 Performance CriteriaA. The following information is data entered into PHPP and the performance results of the cabin.

10 28 13 TOILET ACCESSORIESH. See drawings for grab bar locations and sizes.

10 44 16 FIRE EXTINGUISHERSA. See architectural drawing sheets for location. See architectural code summary for requirements.

Contractor to coordinate product selection and installation with fire marshal.

DIVISION 11 EQUIPMENT

11 31 13 – RESIDENTIAL KITCHEN APPLIANCESA. See drawings for appliance schedule and locations.

a. Provide documentation that contributes to the following LEED® credits:i. Energy & Atmosphere, EA Credit 9.1. Use ENERGY STAR labeled refrigeratorii. Indoor Environmental Quality EQ Credit 2.1, all combustion appliances must be vented

b. Follow manufactures installation instructionB. Provide 30” trim kit with convection microwave

a. Follow manufactures installation instruction

DIVISION 12 FURNISHINGS

12 22 00 – CURTAINS AND DRAPESA. Use at guardrails in lofts and loft windows.



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B. Recycled burlap fabric.C. 10 oz. per yard, 15 threads per inchD. Natural color with randomly colored print labels and imagesE. Provide documentation that contributes to the following LEED® credits:

Innovation points…

12 32 00 – MANUFACTURED WOOD CASEWORK. See Casework section 06 41 00.

12 36 00 COUNTERTOPS.A. In kitchen and bathroom

1. Shall be made with 20% concrete and 80% recycled glass. Recycled glass is to be broken intomaximum 1”x1”pieces.

2. Galvanized welded wire mesh reinforcing. See section 03 22 20 Welded Wire Fabric.3. See section 09 93 00 for transparent finish

B. Provide products and documentation that contributes to the following LEED® credits:1. Recycled Content, MR Credit 2.2. Verify percentage.2. LEED Innovation points???

12 46 33 WASTE & RECYCLING RECEPTACLES

12 48 19 ENTRANCE FLOOR GRATINGS. See section 05 53 00.

12 62 19 STACKING CHAIRS See allowance for furnishings, section 01 21 00.

12 64 00 – BOOTHS & TABLES See allowance for furnishings, section 01 21 00.

12 93 00 SITE FURNISHINGSA. Trash & recycling receptors by owners.

DIVISION 22 PLUMBING

22 0 GENERAL NOTESA. Plumbing and heating shall consist of a complete system including the service connections, drain waste,

vent lines, hot and cold water lines, hookup of hot water heater, all excavation and backfill required andthe installation of all fixtures and appliances. The system shall meet the requirements of the State Boardof Health and any local Codes and Regulations. Remove all existing pipes, ducts, radiators and otherplumbing and mechanical system components and provide all new.

B. Contractor shall provide connection to existing sewage system or septic system as needed.

C. All waste and water lines will be as follows:

1. All supply lines Wirsbo Aquapex, Cross linked Polyethylene or PEX.

2. All waste and vent pipes may be code approved plastic.

D. Contractor shall install (1) hose bibs at approximately 14” above grade per owner location.

E. Contractor shall inspect all fixtures prior to installation and reject damaged goods. Protect all acceptedgoods from damage until completion of the job.

F. When trenching for plumbing services, backfill and compact all services with earth or other suitablematerial, free of rocks and debris, in 6” layers.

G. Review selections for plumbing fixtures with owner and architect.

H. Wherever plumbing penetrates the Continuous Air Barrier System, the interior finished surface shall besealed. See Section 07 27 00.

I. Slope mechanical floor minimally towards drain.

J. Train owner for efficient use of all systems and provide guidelines for a regular maintenance program toclean components, purge mold and mildew growth and change filters.

K. All hot water pipes must be insulated to comply with LEED® Credit 7.2.

23 13 00 FACILITY SANITARY SEWERAGEA. Provide backflow prevention device for sewage system.

22 32 00 DOMESTIC WATER FILTRATION EQUIPMENT

A. Test for water chemical make up, minerals and organic matter. Provide water quality consultant toevaluate water quality and suggest type of central water purification and treatment.

B. Provide the following as necessary and after review by Owner: RO system, Iron filter, Water softener,Distiller

22 30 00 PLUMBING FIXTURESA. See drawings for appliance and fixture lists.

B. Metallic gas and water lines shall have dielectric unions when they are in contact with any electricalappliance, if permitted by code.

22 33 13 INSTANTANEOUS ELECTRIC DOMESTIC WATER HEATERA. See Electrical drawing sheets.B. The water heating equipment must be designed with closed combustion to meet the requirements of

LEED® Credit EQ 2.1C. The water heating equipment must comply with LEED® Credit 7.1 for efficient hot water distribution

and equipment.

22 33 30.23 COLLECTOR to TANK, SOLAR ELECTRIC DOMESTIC WATER HEATERA. See Electrical drawing sheets.

22 41 13.13 RESIDENTIAL WATER CLOSETA. See Plumbing drawing sheets.B. Follow manufacturer’s installation instructions.C. Provide documentation that contributes to the following LEED® credits:

a) Water Efficiency, WE Credit 3.2. Use Dual Flush Toiletb) Water Efficiency, WE Credit 3.2. Average flow rate for toilet must be equal to or less

than 1.3 gmf.

22 41 23 RESIDENTIAL SHOWERSA. See Plumbing drawing sheets.B. Follow manufacture’s installation instructionsC. Provide documentation that contributes to the following LEED® credits:

a) Water Efficiency, WE Credit 3.2. Average flow rate for shower must be equal to or lessthan 1.75 gmp.



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2 41 39 RESIDENTIAL FAUCETS, SUPPLIES, & TRIMA. See Plumbing drawing sheets.B. At kitchen sink

a. Provide low flow kit of 1.59 gpmb. Provide documentation that contributes to the following LEED® Credits:

1. Water efficiency, WE Credit 3.2. Average flow rate of lavatory faucets must beless than or equal to 2.00 gpm

C. At bathroom lavatory use the following product or approved equal:a. Stain chrome finishb. 8” spout reach

D. Follow manufactures installation instructionsa. Provide documentation that contributes to the following LEED® credits:

(1) Water Efficiency, WE Credit 3.2. Average flow rate for lavatory faucet must be equal toor less than 1.5 gmp.

VISION 23 HEATING, VENTILATING, and HVAC

3 00 GENERAL NOTES

A. Plumbing and heating shall consist of a complete system including the service connections, drainwaste, vent lines, hot and cold water lines, hookup of hot water heater, all excavation and backfillrequired and the installation of all fixtures and appliances. The system shall meet the requirements ofthe State Board of Health and any local Codes and Regulations. Remove all existing pipes, ducts,radiators and other plumbing and mechanical system components and provide all new.

B. MECHANICAL SYSTEM ZONING & EQUIPMENT1. See drawings for mechanical equipment and notes.

C. See drawings for list of mechanical equipment.D. The space heating equipment must be designed with closed combustion to meet the requirements of

LEED® Credit EQ 2.1E. The installation methods described in this specification as well as illustrated in the drawings complies

with LEED® Credits EA 5.1 and EA 5.3.F. No Refrigerants shall be used in any systems to comply with LEED® Credits EA 11.1 and EA 11.2.

3 01 00 OPERATION & MAINTNEANCE OF HVAC SYSTEMS

A. Dedicated outdoor air to air heat exchanger with energy recovery ventilator (ERV) or HRV tomeet ASHRAE Std 62.2.

1. Complies with LEED® Credit EQ 4.2

B. Maintain pressurization of house as recommended by ASHRAE 62.2 and ventilation systemmanufacturer.

1. Complies with LEED® Credit EQ 5.1

D. Testing of the flow hoods must be done to measure room air flows, imbalances of flows, imbalancesof total air handler flow and supply and return, and to find duct leakage. Refer to the article Accuracy ofFlow Hoods in Residential Applications by Wray, Walker, and Sherman for more detailed information.The table below is taken from page 3 of Accuracy of Flow Hoods in Residential Applications.

1 Complies with LEED® Credit 6 2

E. Use the Nailor Flow Measuring Station model: 36FMS to test the average airflow of round ducts.Adjust and fix the airflow of the ducts as required to comply with manufacture’s recommended airflowrange.

F. Use the The Energy Conservatory Exhaust Fan Flow Meter with DG 700 Pressure and Flow Gauge totest the exhaust devices. Adjust and fix the airflow as required to provide a balanced system.

G. Kitchen and mechanical space to exhaust locally per ASHRAE 62.2 standard. Provide switch offtimers on exhaust fans. Outdoor air intake should be 6’ distant from exhaust systems in the house. Seedrawings.

1. Complies with LEED® Credit 5.2.

H. All exterior wall penetrations for air intakes and venting and utility connections must be discussedand located carefully with the Architect's review and approval.

I. The ventilation system shall continuously ventilate to comply with LEED® Credit 4.1.

J. Upon completion of construction, a third party performance test will be conducted to comply withLEED® Credit EQ 4.3, and EQ 5.3

K. Install sir filters that are >MERV 13 to comply with LEED® Credit 7.3.

23 50 00 CENTRAL HEATING EQUIPMENT

A. See drawings for heating equipment and notes.

a. The equipment must comply with the requirements of LEED® Credit EA 6.1 and EA 6.3 for veryhigh efficiency HVAC equipment.

B. Provide ventilation system, review location with architect before installation.

C. Provide Heat Recovery Ventilator.

23 73 00 Indoor Central Station Air Handling UnitsC. Exhaust Air Valves

1. Install Zehnder Comfosystems Exhaust Air Mushroom ValveD. Supply Air Valves

1. Install Zehnder Comfosystems Supply Air Mushroom ValveE. Provide air handling valves and documentation that contributes to the following LEED® credits:

1. Regional Materials, MR Credit 2.2. Manufacture and distribute air handling units within 500 milesof the project address.

23 72 00 AIR to AIR ENERGY RECOVERY EQUIPMENTa. See drawings for equipment and notes



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25 15 16 WALL SENSORS and DATA LOGGERA. Provide temperature and moisture monitoring sensors in the following locations:

a. Install (1) in wall sensor in each wall (N, E, S, and W)b. Install (1) sensor on loft levelc. Install (1) sensor on main leveld. Verify locations with Architect before installation

B. Provide data logger to gather information from sensors as well as water, electricity, and LPGconsumption. The data shall be accessible from an online control interface.

DIVISION 26 ELECTRICAL

26.0 GENERAL NOTES

A. Electrical work shall consist of a complete wiring system including services, meter loop, panel board,outlets, wall switches, and installation of lighting fixtures, appliances, fans and like accessories.Remove all existing wiring and electrical components and provide all new system.

B. The entire installation shall be in strict accordance with the latest rules and regulations of the NationalBoard of Fire Underwriters, the National Electric Codes, and all local rules, codes, and regulations. TheContractor shall pay all inspection fees, if any, and deliver certificates of completion and inspection tothe Owner. Materials shall have Underwriters Laboratories label.

C. Voltage drop shall not exceed 3% from the main panel board to any outlet under maximum load.

D. The Contractor shall install all facilities for underground services as directed by the Utility Company.The Contractor shall pay the cost of such services charged for the installation by the Utility Company orarrange to pay this fee through the client. Meter socket shall be box type, heavy duty.

E. Panel boards mounted on exterior walls shall be rain tight. The main breaker, 200 Ampere type withcircuit breaker protection, shall be circuited according to local requirements.

F. Locations and models of specific lighting fixtures shall be verified by Owner and Architect prior toinstallation.

G. Electrical Contractor to review all fixture, switch and outlet locations with Owner before installation.

H. Bonding screws shall be removed from the neutral bus of all subpanels per manufacturer's instructions.

J. It is the responsibility of the electrical contractor to locate and eliminate net current.

K. Refrigerator and microwave (and any other appliances that need it) shall be on a dedicated circuit.

L. All utilities (gas & water) shall enter the building on the East side at the mechanical room exterior walland shall be located in close proximity to each other and neatly composed on the wall surface.Locations should be reviewed with architect before installation.

26 05 13 MEDIUM VOLTAGE CABLES

A. Wiring to be copper, 3 wire, with ground. Switch upper receptacles where appropriate. Verify specificlocations with Owner.

B. The ganging of neutral wires from different branch circuits is prohibited.

C. Edison circuits are prohibited.

26 05 33.16 BOXES FOR ELECTRICAL SYSTEM OUTLETS:

A. See Electrical drawings.

B. All wall and floor receptacles to be flush mount.

C. Provide outlets to code, including ground fault outlets at bath and kitchen.

26 05 33.23 – SURFACE RACEWAYS FOR ELECTRICAL SYSTEMS

A. Install raceway along south and west wall within the void between the window and the clearstorywindows

a. Carlon ½” electrical non metallic tubingb. Provide electric raceway tubing and documentation that contributes to the following LEED®

credits:i. Regional Materials, MR Credit 2.2. Manufacture and distribute Electrical raceway tubing

within 500 miles of the project address

26 09 23 LIGHTING CONTROL DEVICES

A. Review numbers and locations of dimmers, 2 way & 3 way switches with owner and architect. Seedrawings.

B. Wall switches shall be located as per plan and located 4' 0” o.c. above the finished floor. Where morethan one switch occurs at the same location, they shall be ganged in one plate. White electrical andswitch plates shall be used unless otherwise specified by Owner.

C. Use the following manufacturer or approved equal:

LevitonD. Provide electrical outlets, covers, documentation that contributes to the following LEED® credits:

1. Regional Materials, MR Credit 2.2. Manufacture and distribute Electrical outlets and coverswithin 500 miles of the project address.

26 24 00 SWITCHBOARDS AND PANELBOARDS

A. Configure panels and subpanels to cancel hot and neutral fields.

B. Following panels are acceptable: Siemens EQIII, standard load center electrical panel, subpanels withsplit neutral.

C. Hot and neutral wires from the same run to be installed adjacent to one another.

D. Wire lengths shall be equal.

26 50 00 LIGHTING

A. For all information regarding fixture, bulb, switching location, number and types please refer to plans.

B. Locations and models of specific lighting fixtures shall be verified by Owner and Architect on site priorto installation.

C. 80% of lamps must be ENERGY STAR CFLs to comply with LEED® Credit EA 8.3.

DIVISION 28 – ELECTRONIC SAFETY & SECURITY

28 30 00 ELECTRONIC DETECTION AND ALARM

A. See drawings for locations & types.

B. Provide smoke detectors per Code requirements (313.2.1). Smoke and carbon monoxide detectorsshould be provided hardwired with battery backup. Provide interconnected smoke detectors in every



Design Development

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SPECIFICATIONS

sleeping area, outside of sleeping area and at every level. Carbon Monoxide detectors shall beprovided within 10' of each sleeping area, as well as in the kitchen on the first floor.

1. Installation of the carbon monoxide detectors complies with the requirements of LEED®credit EQ 2.1.

DIVISION 31 EARTHWORK

31 12 00 SELECTIVE CLEARING

31 13 00 SELECTIVE TREE & SHRUB REMOVAL & TRIMMING

31 14 00 EARTH STRIPPING & STOCKPILING

31 22 00 GRADINGA. Grade site for positive drainage. .

31 23 00 EXCAVATION & FILL

31 25 00 EROSION & SEDIMENTATION CONTROLSA. During Construction the following erosion controls with be followed to comply with LEED® Credit SS

1.1:a. Stock pile and protect disturbed topsoil from erosionb. Control path and run off with slit fencing or equivalentc. Protect sewer inlets, streams, and lakes with straw bales, slit fencing, etcd. Provide swales to divert surface water from hillsidese. Use tiers, erosion blankets, compost blankets, etc on sloped areas

31 35 00 SLOPE PROTECTION

31 36 00 GABIONSA. Shall be 16” x 4” x 8” galvanized welded wire fabric (See section 03 22 20) filled with local rock

material with diameter size 1” to 3”.B. Tie gabion blocks together and to wood furring with galvanized wire.C. Provide material, installation, and documentation that complies to the following LEED® credits:

1. Environmentally Preferable Products MR Credit 2.2. Materials and supplies located within 500miles of the project site.

DIVISION 32 EXTERIOR IMPROVEMENTS

32 15 00 AGGREGATE SURFACING.A. See allowance for finished aggregate, section 01 21 00.B. Any new groundwork and surfacing installed at the proposed building site shall be specified by Owner

and approved by the Architect.C. For Platinum Certification comply with the following LEED® Credits:

a. Surface Water Management SS Credit 4.3 Management of Runoff from Roof by installingpermanent stormwater controls to manage runoff from the home. This point can be combinedwith the rainwater harvesting system installed.

b. Surface Water Management SS Credit 4.2 Permanent Erosion Controls, by planting trees,shrubs, and groundcover

c. Surface Water Management SS Credit 4.1Permeable Lot by providing for the followingpercentages of ground cover:

i. 10% Vegetative Landscapingii. 10% permeable Pavingiii. 80% Impermeable Surfaces directed to infiltration features

d. Regional Materials MR Credit 2.2. All paving and groundcover materials located within 500Miles of project site

e. SS Credit 3 reduce local heat island effects by locating tress and planting to provide shade for50% of the hardscape

32 84 00 PLANTING IRRIGATIONA. No built in irrigation systems shall be used for site plantings. All installed plants shall not require long

term irrigation.B. The prior instruction complies with the LEED® Credit SS 2.5, and Credit WE 2.3.

32 91 00 PLANTING PREPARATIONA. Site planting preparation shall be specified by Owner.B. For Platinum Certification comply with and provide documentation for the following LEED®

credits:1. SS Credit 2.1 No invasive plants will be introduced into the site environment2. SS Credit 2.2 Add mulch or soil amendments as appropriate, and all compacted soil must be

tilled to six inches.3. SS Credit 2.4 All plantings must be drought tolerant4. SS Credit 5, Install landscaping so that mature plants are 24” from home.

32 92 00 TURF & GRASSESA. Turf Grass surrounding proposed building shall be specified by Owner. It shall with stand heavy foot

traffic, be maintenance free and shall not require long term irrigation.B. For Platinum Certification comply with and provide documentation for the following LEED® credits:

1. Landscaping SS Credit 2.1: All new grasses must be Native or Adapted plants which areindigenous to the locality or cultivars of native plants that are adapted to the local climate and are notconsidered invasive species or noxious weeds.

2. Regional Materials MR Credit 2.2. Plant material and Nursery located within 500 miles of theproject site.

3. SS Credit 2.1 Any turf must be drought tolerant, do not turf in densely shaded area, and do notturf areas that have a slope greater than 25%.

4. SS Credit 2.3 Limit the use of conventional turf in the designed landscape by 100%.

32 93 00 PLANTSA. Any new plants or trees installed at the proposed building site shall be specified by Owner and

approved by the Architect. The plants shall not require long term irrigation and shall require the leastpossible amount of maintenance.

B. For Platnium Certification comply with the following LEED® credits:1. Landscaping SS Credit 2.4 Drought Tolerant Plants: 50% of installed plants must be classified as

being drought tolerant, that is plants that do not require regular watering.2. Reduce Local Heat Island Effects SS Credit 3 by locating trees and plantings to provide shade for

50% of hardscapes.

3. Regional Materials MR Credit 2.2. Plant material and Nursery located within 500 miles of theproject site. Construction Documents

NDSU Design Build - DD Drawing Set

Documents

Transcript of NDSU Design Build - DD Drawing Set