Itasca Pre-cert 5-11-11

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

Drawn by:

Date:

NOT FOR CONSTRUCTIO

NThese documents are the work of students

of the Design Build

studio at the N

orth Dakota

State University. These do not constitute

professional advice.

T001TITLE

PA-CS

ITASCA PHPP PRE-C

ERT/STATE FAIR

05/11/11

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

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


Design Development

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T001TITLE

PA-CS

ITASCA PHPP PRE-C

ERT/STATE FAIR

05/11/11

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


Design Development

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orth Dakota



T002MATERIALS SCHEDULE

HB-CT

ITASCA PHPP PRE-C

ERT/STATE FAIR

05/11/11

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

SPECIFIC HEAT DEMAND, ANNUAL METHOD kBTU/(ft2yr)

PHPP0.60

4.63

30.8

6.96

2.68

4.63

59

34

0.41

7.0

4232

9.0

5.0

3.3

6.0

13780

8817

5.39


Design Development

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NOT FOR CONSTRUCTIO


of the Design Build

studio at the N

orth Dakota



T003PHPP

DA - DJ - PA

ITASCA PHPP PRE-C

ERT/STATE FAIR

05/11/11


Design Development

Drawn by:

Date:

NOT FOR CONSTRUCTIO


of the Design Build

studio at the N

orth Dakota



T004LEED

DJ

ITASCA PHPP PRE-C

ERT/STATE FAIR

05/11/11


Design Development

Drawn by:

Date:

NOT FOR CONSTRUCTIO


of the Design Build

studio at the N

orth Dakota



T005SHADING STUDIES

DECEMBER

PA

ITASCA PHPP PRE-C

ERT/STATE FAIR

05/11/11


Design Development

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NOT FOR CONSTRUCTIO


of the Design Build

studio at the N

orth Dakota



T006SHADING STUDIES

JUNE

PA

ITASCA PHPP PRE-C

ERT/STATE FAIR

05/11/11


Design Development

Drawn by:

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NOT FOR CONSTRUCTIO


of the Design Build

studio at the N

orth Dakota



T007RENDERINGS

LW

ITASCA PHPP PRE-C

ERT/STATE FAIR

05/11/11


Design Development

Drawn by:

Date:

NOT FOR CONSTRUCTION

These documents are the work of students

of the Design Build studio at the North Dakota



A100SITE PLAN

PA

ITASCA PHPP PRE-CERT/STATE FAIR

05/11/11

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 A

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

Drawn by:

Date:






A101PLAN MAIN LEVEL

AB - PA


05/11/11

7'-2"

7'

1'-2"

1'-2" 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"

2'

7'

7' 3'-6" 3'-6"

A2041

A202

A205

A203

1

1

1

1A301

1A302

1A300

TWINBED

TWINBED

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

IS ENTRY FL2

W LIVING ROOM FL2 A

G

1/4" = 1'-0"1

LOFT LEVEL PLAN


Design Development

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A102PLAN LOFT LEVEL

AB - PA


05/11/11

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

"


Design Development

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A103TREATED FLOOR

AREAS

DA - PA


05/11/11

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

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A104PLAN ROOF

PA


05/11/11

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

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

SIP WALLS

23'-3"

24'-3"


Design Development

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A105FOUNDATION PLAN

JK - PA


05/11/11

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

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A106FRAMING PLANS

JK - PA


05/11/11

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

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

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 S ENTRY FL1 I10 W LIVING ROOM FL1 E11 W LIVING ROOM FL2 E12 W DOOR B13 W KITCHEN FL1 B F14 N KITCHEN FL1 H15 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'-6" 3' 7'

7' 7' 7'

4'

7'

4'

3'-6"3'

2'

PINE MECH DOORD

3'

7'7'

2'-8"

3'-6"

3'

I 1.021 FIXED WINDOW


Design Development

Drawn by:

Date:






A107DOOR AND WINDOW

SCHEDULE

DA - PA


05/11/11

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


05/11/11

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


05/11/11 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 I

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

4

1A301

1A300

1

A402

2

A402

1

A403

1

A407

1

A404

1

A411

1

A410




S DOOR

S ENTRY FL2

1/4" = 1'-0"1

ELEVATION SOUTH


Design Development

Drawn by:

Date:






A202ELEVATION SOUTH

JK - PA


05/11/11













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


05/11/11













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"1

ELEVATION EAST


Design Development

Drawn by:

Date:






A204ELEVATION EAST

JK - PA


05/11/11













13 3/8" RICHLITE


ABU66 POST BASE




OF SHADE STRUCTURE

17 CRUSHED GRAVEL

F

E

G

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

4

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 FL1 AW DOOR

W KITCHEN FL1 B

W LIVING ROOM FL2 A


Design Development

Drawn by:

Date:






A205ELEVATION WEST

JK - PA


05/11/11

1/4" = 1'-0"1

ELEVATION WEST

9'-8"

8'-1"

7'-8"

2'

8"

1'-4"

7'

1'

3'

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


05/11/11

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


05/11/11

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


05/11/11

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


05/11/11 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


05/11/11

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


05/11/11 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


05/11/11

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


05/11/11

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


05/11/11 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


05/11/11

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


05/11/11 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


05/11/11 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


05/11/11 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


05/11/11 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


05/11/11

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


05/11/11 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


05/11/11 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

24

5

1

1

1

2

3

4

5

6

20

7

11

8

10

12

9

13

14

15

16

17

18

19

21

22

23

24

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

2X12 VENEER MAPLE SHELVING, OIL FINISH

BUILT-UP STRINGER

2X2 MAPLE GUARDRAIL W/ FIXED BURLAP PANEL

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

I


Design Development

Drawn by:

Date:






A500INTERIOR ELEVATION

KITCHEN

MF


05/11/11

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

2X U-BRACKETS BOLTED AT HANDRAIL SLOPE



RIDGE BEAM





OILED MAPLE PLYWOOD


2X L-BRACKETS INVERTED


Design Development

Drawn by:

Date:






A501INTERIOR ELEVATIONS

EAST

MF


05/11/11

1/4" = 1'-0"1

EAST INTERIOR MAIN LEVEL

1/4" = 1'-0"2

EAST INTERIOR LOFT LEVEL

E E

F

E

G

2'

2

5

1

2'-10"

6

4'

4'

3'

1'-21_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 GI


Design Development

Drawn by:

Date:







SOUTH & WEST

MF - PA


05/11/11

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


05/11/11 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


05/11/11 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


05/11/11

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









BUILT-UP STRINGER




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









BUILT-UP STRINGER




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


05/11/11 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


05/11/11 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


05/11/11

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


05/11/11

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


05/11/11 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


05/11/11

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


05/11/11

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


05/11/11

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


05/11/11

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


05/11/11

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


05/11/11

1/4" = 1'-0"1

PLUMBING MAIN LEVEL


Design Development

Drawn by:

Date:

NO

T F

OR

CO

NS

TR

UC

TIO

NT

hese d

ocum

ents

are

the w

ork

of

stu

dents

of

the D

esig

n B

uild

stu

dio

at

the

Nort

h D

akota

Sta

te U

niv

ers

ity.

These d

o n

ot

constitu

te p

rofe

ssio

nal advic

e.

A700

ITA

SC

A F

AC

ULT

Y C

AB

IN

05/04/2011

HB - DJ

SPECIFICATIONS

Construction Documents

DIVISION 00 PROCUREMENT & CONTRACTING REQUIREMENTS

00 01 01 PROJECT TITLE

A. Itasca Faculty Cabin. Project Address: Itasca State Park, 36750 Main Park Drive, Park Rapids, MN

56470.

00 01 15 LIST OF DRAWING SHEETS

A. Refer to Sheet T100 for drawing sheet index.

00 31 13 PRELIMINARY CONSTRUCTION SCHEDULE

A. Construction Start shall be September 2011. Owner shall provide more specific schedule details.

00 31 32 GEOTECHNICAL DATA

A. 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 WORK

A. 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 RESTRICTIONS

A. 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 – ALLOWANCES

A. 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 frame

c. Casework pulls and lock hardware

d. Finish Aggregate Landscape Material and Installation. See section 07 71 00 and 32 15 00.

01 23 00 – ALTERNATES

A. 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 COORDINATION

A. 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 the

Owner and Architect before any Work begins to ensure quality control, LEED requirements, air barrier

requirements, 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 Architect

before any Work begins to ensure quality control, stormwater management, LEED requirements, and

other items are executed as specified.

01 33 00 SUBMITTAL PROCEDURES

A. 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. All

submittals shall be received by the Owner a minimum of 14 business days prior to the need for

approval and without any impact on the agreed to construction schedule.

01 35 00 SPECIAL PROCEDURES

A. 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 REQUIREMENTS

A. See Sheet T001

B. 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 REFERENCES

A. PHPP for Itasca Cabin.

B. LEED® for Homes v2.2, administered by the U.S. Green Building Council.

01 50 00 TEMPORARY FACILTIES & CONTROLS

A. Owner shall provide all information regarding the requirements for temporary facilities, controls,

protection, and security.

01 60 00 – PRODUCT REQUIREMENTS

A. Owner shall provide all information regarding the requirements for Product Delivery, Product Storage,

and Owner furnished products.

01 70 00 – EXECUTION & CLOSEOUT REQUIREMENTS

A. FIELD ENGINEERING

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

a professional surveyor.

B. PROTECTION OF ADJACENT CONSTRUCTION

a. All contractors are responsible for protecting the adjacent construction and land features,

including, but not limited to: nearby cabins, trees, and utilities

C. 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 materials

for recycling, reuse, or storage, estimate quantities, coordinate with subcontractors, and

confirm separation requirements for local recycling centers/contractors. Contractor


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shall implement these waste management procedures throughout the construction

process. Contractor shall keep documentation as required by LEED® for this credit and

provide the Owner with this documentation.

D. STARTING & CLOSEOUT PROCEDURES

a. Contractors shall see the Owner for starting and closeout procedures.

E. FINAL CLEANING

a. 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 during

construction. Remove all seals upon completion of all construction. Anyone who does not

comply 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 air

according 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 SUBMITTALS

a. 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 this

specification.

H. DEMONSTRATION & TRAINING

a. 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 for

further requirements.

ii. Mechanical Ventilation System. Installer shall provide one site visit before building

occupancy to train the Owner in the use of the system. See mechanical drawings and

specification for further requirements.

iii. Exterior doors and windows installer or manufacturer shall provide one site visit before

building occupancy to train the Owner in the required maintenance and periodic

adjustment 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 accompanied

by an operations and training manual to the home and will serve to educate the

homeowner/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 for

the 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 far

exceeds this requirement)

2. A news paper article on the project

3. 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 the

following criteria:

i. Architectural paints, coatings and primers applied to the interior walls and ceilings: Do

not exceed the VOC content limits in Green Seal Standard GS 11, Paints, First Edition,

May 20, 1993.

1. Flats: 50 g/L

2. Non Flats: 150 g/L

ii. Anti corrosive and anti rust paints applied to interior ferrous metal substrates: Do not

exceed 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: Do

not exceed the VOC content limits established in South Coast Air Quality Management

District (SCAQMD) Rule 1113, Architectural Coatings, rules in effect on January 1, 2004.

1. Clear wood finishes: varnish 350 g/L; lacquer 550 g/L

2. Floor Coatings: 100 g/L

3. Sealers: waterproofing sealers 250 g/L; sanding sealers 275 g/L; all other sealers

200 g/L

4. Shellacs: Clear 730 g/L; pigmented 550 g/L

5. Stains: 250 g/L

Any paint or coating to be applied on site must be reviewed with the Architect and the VOC

rating documentation presented to the Architect for approval prior to installation. Any

contractor 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 moisture

barrier / weatherproofing system / waterproofing system) shall contain no added urea

formaldehyde resins. This includes, but is not limited to:

i. Particleboard, oriented strand board, plywood, wheatboard, strawboard, panel

substrates, 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 sheet

documentation presented to the Architect for approval prior to installation. Any contractor

that does not comply with this requirement will be held liable for the loss of LEED® Credit MR

2.2

B. This project is designed for LEED® for Homes Platinum Certification. Please reference sheet T003 in

the 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 Rating

ii. ID 1.2 Credit Integrated Project Team – 1pt

iii. ID 1.3 Professional Credentialed with respect to LEED for Homes – 1pt

iv. ID 1.4 Credit Design Charrette – 1pt

v. ID 1.5 Credit Building Orientation for Solar Design – 1pt

vi. ID 2.1 Prerequisite Durability Planning

vii. ID 2.2 Prerequisite DurabilityManagement

viii. ID 2.3 Credit Third Party Durability Management Verification – ?pts

ix. 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 – 2pts

ii. LL 3.1 Credit Edge Development – 1pt

iii. LL 3.3 Credit Previously Developed – 1pt

iv. LL 4 Credit Existing Infrastructure – 1pt

v. LL 6 Credit Access to Open Space – 1pt

c. Sustainable Sites: (Total Points: 14.5)

i. SS 1.1 Prerequisite Erosion Controls During Construction

ii. SS 1.2 CreditMinimize Disturbed Area of Site – 1pt

iii. SS 2.3 Prerequisite No Invasive Plants

iv. SS 2.2 Credit Basic Landscaping Design 2pts

v. SS 2.3 Credit Limit Conventional Turf – 3pts

vi. SS 2.4 Credit Drought Tolerant Plants – 2pts

vii. SS 2.5 Credit Reduce Overall Irrigation Demand – 6pts

viii. SS 3 Credit Reduce Local Heat Island Effects – 1pt

ix. SS 4.1 Credit Permeable Lot – 4pts

x. SS 4.2 Credit Permanent Erosion Controls – 1pt

xi. 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% 4pts

ii. 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 Factor

ii. MR 1.2 Credit Detailed Framing Documents – 1 pt

iii. MR 1.3 Credit Detailed Cut List and Lumber Order – 1 pt

iv. MR 2.1 Prerequisite FSC Certified Tropical Wood

v. MR 2.2 Credit Environmentally Preferable Products 8pts

vi. MR 3.1 Prerequisite Construction Waste Management Planning

vii. 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 Measures

ii. EQ 2.2 Credit Enhanced Combustion Venting Measures – 2pts

iii. EQ 4.1 Prerequisite Basic Outdoor Air Ventilation

iv. EQ 4.2 Credit Enhanced Outdoor Air Ventilation – 2pts

v. EQ 4.3 Third Party Performance Testing – 1pt

vi. EQ 5.1 Prerequisite Basic Local Exhaust

vii. EQ 5.2 Credit Enhanced Local Exhaust – 1pt

viii. EQ 5.3 Third Party Performance Testing – 1pt

ix. EQ 6.1 Prerequisite Room by Room Load Calculations

x. EQ 6.2 Credit Return Air Flow/Room by Room Controls – 1pt

xi. EQ 7.3 Credit Best Air Filters – 2pts

xii. EQ 8.1 Credit Indoor Contaminant Control During Construction – 1pt

xiii. EQ 8.2 Credit Indoor Contaminant Control – 1pt

xiv. EQ 8.3 Credit Preoccupancy Flush – 1pt

xv. EQ 10.4 Credit Detached Garage or No Garage – 3pts

g. Awareness and Education: (Total Points: 2)

i. AE 1.1 Prerequisite Basic Operations Training

ii. AE 1.3 Credit Public Awareness – 1pt

iii. AE 2 Credit Education of the Building Manager – 1pt

h. Energy and Atmosphere: (Total Points: 27)

i. EA 2.1 Prerequisite Basic Insulation

ii. EA 2.2 Credit Enhanced Insulation – 2pts

iii. EA 3.1 Prerequisite Reduced Envelope Leakage

iv. EA 3.3 Credit Minimal Envelope Leakage – 3pts

v. EA 4.1 Prerequisite Good Windows

vi. EA 4.3 Credit Exceptional Windows – 3pts

vii. EA 5.1 Prerequisite Reduced Distribution Losses

viii. EA 5.3 Credit Minimal Distribution Losses – 3pts

ix. EA 6.1 Prerequisite Good HVAC Design and Installation

x. EA 6.3 Credit Very High Efficiency HVAC – 4pts

xi. EA 7.1 Credit Efficient Hot Water Distribution System – 2 pts

xii. EA 7.2 Credit Pipe Insulation – 1 pt

xiii. EA 7.1 Credit Efficient Domestic Hot Water Equipment – 3pts

xiv. EA 7.2 Credit Pipe Insulation – 1pt

xv. EA 7.3 Efficient Domestic Hot Water Equipment – 3pts

xvi. EA 8.1 Prerequisite ENERGYstar Lights

xvii. EA 8.3 Credit Advanced Lighting Package – 3pts

xviii. EA 9.1 Credit High Efficiency Appliances – 2pts

xix. EA 11.1 Prerequisite Refrigerant Charge Test

xx. EA 11.2 Credit Appropriate HVAC Refrigerants – 1pt

i. Total Points: 92 – Platinum Rating

01 83 00 FACILITY SHELL PERFORMANCE REQUIREMENTS

A. 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 entire

Continuous Air Barrier is completed, but before Interior Finishes are installed. The entire building must

be 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 Testing

to determine where the leaks in the Air Barrier are occurring and to seal those locations before

commencing with any finish work. A second test shall be executed after substantial completion to

ensure the Continuous Air Barrier was not punctured or damaged during the installation of the

finishes.

B. A Continuous Air Barrier System shall be installed without interruption. All system details including

seams, 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 ensure

compliance. All components of the air barrier must have a perm rating of less than 1.0 perms. Drywall

and caulked baseboards do not meet the requirements for the Air Barrier. A Poly Vapor Barrier shall

not be installed in locations where it will get punctured during construction with fasteners, or after

construction. The execution of this system relates directly to the Air Infiltration Measurement, the

Heating system performance, and condensation in the shell. There shall be a construction supervisor

on site at all times that understands the system and its importance.

C. On the North Wall: 2x14 SIP, 4” Polyiso Insulation, and dense packed cellulous insulation in 2x4 wall

shall have a finished assembly performance of R 84.2.

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

72.1.


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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 and

be 0.3 ACH50 or less.

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

Materials.

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

Materials.

H. Use “Shim Screws” and “Gap Gasket” to fasten windows into rough opening, in lieu of nailing flange or

traditional wood shim spacers. Creates void between window unit and rough opening that can be filled

with “gap gasket” “spray foam” or “mineral wool”. See section 07 21 00 and 07 27 00. No thermal

bridge shall be created with the window fastening method.

08 52 00 WOOD WINDOWS

A. 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. 1.800.594.9871

2. 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 and

be 0.43 ACH50 or less.

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

Materials.

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

Materials.

L. Use “Shim Screws” and “Gap Gasket” to fasten windows into rough opening, in lieu of nailing flange or

traditional wood shim spacers. Creates void between window unit and rough opening that can be filled

with “gap gasket” “spray foam” or “mineral wool”. See section 07 21 00 and 07 27 00. No thermal

bridge shall be created with the window fastening method.

08 71 00 DOOR HARDWARE


B. See Allowances Section 01 21 00.

08 74 00 ACCESS CONTROL HARDWARE


B. See Allowances Section 01 21 00.

C. See Electrical Drawing Sheets for additional requirements.

08 75 00 WINDOW HARDWARE

A. Refer to section 08 54 00.

08 81 00 GLASS GLAZING

A. Refer to sections 08 16 00 and 08 54 00 for glazing requirements.

DIVISION 09 FINISHES

09 93 00 – STAINING AND TRANSPARENT FINISHING

A. At interior exposed concrete floor use an enhancer/sealer. Provide the following product or approved

equal:

1. BioShield Hard Oil #9. 800.621.2591

2. 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. 800.621.2591

2. 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 meet

this requirement.

09 97 23 CONCRETE & MASONRY COATINGS

A. See section 09 93 00.

DIVISION 10 SPECIALTIES

10 00 00 Performance Criteria

A. The following information is data entered into PHPP and the performance results of the cabin.

10 28 13 TOILET ACCESSORIES

H. See drawings for grab bar locations and sizes.

10 44 16 FIRE EXTINGUISHERS

A. 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 APPLIANCES

A. 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 refrigerator

ii. Indoor Environmental Quality EQ Credit 2.1, all combustion appliances must be vented

b. Follow manufactures installation instruction

B. Provide 30” trim kit with convection microwave

a. Follow manufactures installation instruction

DIVISION 12 FURNISHINGS

12 22 00 – CURTAINS AND DRAPES

A. Use at guardrails in lofts and loft windows.

B. Recycled burlap fabric.

C. 10 oz. per yard, 15 threads per inch


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D. Natural color with randomly colored print labels and images

E. 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 into

maximum 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 FURNISHINGS

A. Trash & recycling receptors by owners.

DIVISION 22 PLUMBING

22 0 GENERAL NOTES

A. 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 and

the installation of all fixtures and appliances. The system shall meet the requirements of the 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. 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 accepted

goods from damage until completion of the job.

F. When trenching for plumbing services, backfill and compact all services with earth or other suitable

material, 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 be

sealed. 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 to

clean 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 SEWERAGE

A. 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 to

evaluate 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 FIXTURES

A. See drawings for appliance and fixture lists.

B. Metallic gas and water lines shall have dielectric unions when they are in contact with any electrical

appliance, if permitted by code.

22 33 13 INSTANTANEOUS ELECTRIC DOMESTIC WATER HEATER

A. See Electrical drawing sheets.

B. The water heating equipment must be designed with closed combustion to meet the requirements of

LEED® Credit EQ 2.1

C. 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 HEATER

A. See Electrical drawing sheets.

22 41 13.13 RESIDENTIAL WATER CLOSET

A. 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 Toilet

b) 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 SHOWERS


B. Follow manufacture’s installation instructions

C. 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 less

than 1.75 gmp.

22 41 39 RESIDENTIAL FAUCETS, SUPPLIES, & TRIM


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B. At kitchen sink

a. Provide low flow kit of 1.59 gpm

b. Provide documentation that contributes to the following LEED® Credits:

1. Water efficiency, WE Credit 3.2. Average flow rate of lavatory faucets must be

less than or equal to 2.00 gpm

C. At bathroom lavatory use the following product or approved equal:

a. Stain chrome finish

b. 8” spout reach

D. Follow manufactures installation instructions

a. 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 to

or less than 1.5 gmp.

DIVISION 23 HEATING, VENTILATING, and HVAC

23 00 GENERAL NOTES

A. 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 and the installation of all fixtures and appliances. The system shall meet the requirements of

the 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 & EQUIPMENT

1. 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 2.1

E. 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.

23 01 00 OPERATION & MAINTNEANCE OF HVAC SYSTEMS

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

meet 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 system

manufacturer.

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, imbalances

of total air handler flow and supply and return, and to find duct leakage. Refer to the article Accuracy of

Flow 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 airflow

range.

F. Use the The Energy Conservatory Exhaust Fan Flow Meter with DG 700 Pressure and Flow Gauge to

test 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 off

timers on exhaust fans. Outdoor air intake should be 6’ distant from exhaust systems in the house. See

drawings.

1. Complies with LEED® Credit 5.2.

H. All exterior wall penetrations for air intakes and venting and utility connections must be discussed

and 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 with

LEED® 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 very

high 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 Units

C. Exhaust Air Valves

1. Install Zehnder Comfosystems Exhaust Air Mushroom Valve

D. Supply Air Valves

1. Install Zehnder Comfosystems Supply Air Mushroom Valve

E. 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 miles

of the project address.

23 72 00 AIR to AIR ENERGY RECOVERY EQUIPMENT

a. See drawings for equipment and notes


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SPECIFICATIONS


25 15 16 WALL SENSORS and DATA LOGGER

A. 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 level

c. Install (1) sensor on main level

d. Verify locations with Architect before installation

B. Provide data logger to gather information from sensors as well as water, electricity, and LPG

consumption. 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 National

Board of Fire Underwriters, the National Electric Codes, and all local rules, codes, and regulations. The

Contractor shall pay all inspection fees, if any, and deliver certificates of completion and inspection to

the 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 or

arrange 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 with

circuit 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 to

installation.

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 wall

and 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 specific

locations 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 clearstory

windows

a. Carlon ½” electrical non metallic tubing

b. 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. See

drawings.

B. Wall switches shall be located as per plan and located 4' 0” o.c. above the finished floor. Where more

than one switch occurs at the same location, they shall be ganged in one plate. White electrical and

switch plates shall be used unless otherwise specified by Owner.

C. Use the following manufacturer or approved equal:

Leviton

D. 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 covers

within 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 with

split 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 prior

to 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 detectors

should be provided hardwired with battery backup. Provide interconnected smoke detectors in every


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SPECIFICATIONS3. Regional Materials MR Credit 2.2. Plant material and Nursery located within 500 miles of the

project site. Construction Documents

sleeping area, outside of sleeping area and at every level. Carbon Monoxide detectors shall be

provided 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 GRADING

A. Grade site for positive drainage. .

31 23 00 EXCAVATION & FILL

31 25 00 EROSION & SEDIMENTATION CONTROLS

A. 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 erosion

b. Control path and run off with slit fencing or equivalent

c. Protect sewer inlets, streams, and lakes with straw bales, slit fencing, etc

d. Provide swales to divert surface water from hillsides

e. Use tiers, erosion blankets, compost blankets, etc on sloped areas

31 35 00 SLOPE PROTECTION

31 36 00 GABIONS

A. 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 500

miles 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 installing

permanent stormwater controls to manage runoff from the home. This point can be combined

with 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 following

percentages of ground cover:

i. 10% Vegetative Landscaping

ii. 10% permeable Paving

iii. 80% Impermeable Surfaces directed to infiltration features

d. Regional Materials MR Credit 2.2. All paving and groundcover materials located within 500

Miles of project site

e. SS Credit 3 reduce local heat island effects by locating tress and planting to provide shade for

50% of the hardscape

32 84 00 PLANTING IRRIGATION

A. 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 PREPARATION

A. 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 environment

2. 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 tolerant

4. SS Credit 5, Install landscaping so that mature plants are 24” from home.

32 92 00 TURF & GRASSES

A. 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 are

indigenous to the locality or cultivars of native plants that are adapted to the local climate and are not

considered invasive species or noxious weeds.

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

project site.

3. SS Credit 2.1 Any turf must be drought tolerant, do not turf in densely shaded area, and do not

turf 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 PLANTS

A. 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 least

possible 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.