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,
EFFECTIVE JULY 10, 2007
• 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,
EFFECTIVE JULY 10, 2007
• 2006 INTERNATIONAL RESIDENTIAL CODE ADOPTED WITH STATE AMENDMENTS, CHAPTER 1309,
EFFECTIVE JULY 10, 2007
• 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 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
North Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011
Design Development
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NOT FOR CONSTRUCTION
These documents are the work of students
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professional advice.
T001TITLE
PA-CS
ITASCA PHPP PRE-CERT/STATE FAIR
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
North Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011
Design Development
Drawn by:
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These documents are the work of students
of the Design Build studio at the North Dakota
State University. These do not constitute
professional advice.
T002MATERIALS SCHEDULE
HB-CT
ITASCA PHPP PRE-CERT/STATE FAIR
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
North Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011
Design Development
Drawn by:
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These documents are the work of students
of the Design Build studio at the North Dakota
State University. These do not constitute
professional advice.
T003PHPP & ATHENA
DA - DJ - PA
ITASCA PHPP PRE-CERT/STATE FAIR
05/06/11
North Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011
Design Development
Drawn by:
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.
T004LEED
DJ
ITASCA PHPP PRE-CERT/STATE FAIR
05/06/11
North Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011
Design Development
Drawn by:
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.
T005SHADING DECEMBER
21ST 9AM-4PM
PA
ITASCA PHPP PRE-CERT/STATE FAIR
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
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.
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
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.
T007RENDERINGS
LW
ITASCA PHPP PRE-CERT/STATE FAIR
05/06/11
North Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011
Design Development
Drawn by:
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.
A100SITE PLAN
PA
ITASCA PHPP PRE-CERT/STATE FAIR
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 4 - 14" SIP + 4" EPS
-PINE FINISH-14" SIP WITH EPS, OSB BOTH SIDES-4" 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
WALL 6 - 14" SIP + 2"EPS + 5.5" CELLULOSE
-PINE FINISH-2 X 6 FRAMING WITH CELLULOSE-14" SIP WITH EPS, OSB BOTH SIDES-2" 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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These documents are the work of students
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State University. These do not constitute
professional advice.
A101PLAN MAIN LEVEL
AB - PA
ITASCA PHPP PRE-CERT/STATE FAIR
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-
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 4 - 14" SIP + 4" EPS
-PINE FINISH-14" SIP WITH EPS, OSB BOTH SIDES-4" 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
WALL 6 - 14" SIP + 2"EPS + 5.5" CELLULOSE
-PINE FINISH-2 X 6 FRAMING WITH CELLULOSE-14" SIP WITH EPS, OSB BOTH SIDES-2" POLYISO-1.5" AIRSPACE-1x6" RECLAIMED CEDAR SIDING ON 2X4
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
North Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011
Design Development
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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.
A102PLAN LOFT LEVEL
AB - PA
ITASCA PHPP PRE-CERT/STATE FAIR
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
"
North Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011
Design Development
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These documents are the work of students
of the Design Build studio at the North Dakota
State University. These do not constitute
professional advice.
A103TREATED FLOOR
AREAS
DA - PA
ITASCA PHPP PRE-CERT/STATE FAIR
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
North Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011
Design Development
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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.
A104PLAN ROOF
PA
ITASCA PHPP PRE-CERT/STATE FAIR
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"
North Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011
Design Development
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These documents are the work of students
of the Design Build studio at the North Dakota
State University. These do not constitute
professional advice.
A105FOUNDATION PLAN
JK - PA
ITASCA PHPP PRE-CERT/STATE FAIR
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
SPECIFIED BY SIP MFR
MULTI-PLY POST
SPECIFIED BY SIP MFR
MULTI-PLY LVL HEADER
SPECIFIED BY SIP MFR
MULTI-PLY LVL HEADERSPECIFIED BY SIP MFR
MULTI-PLY LVL HEADERSPECIFIED BY SIP MFR
MULTI-PLY POST
SPECIFIED BY SIP MFR
(2) 3X12" GLULAM TIMBER
3 PLY LVL POST OR AS SPECIFIED BY SIP MFR
MULTI-PLY LVL HEADER
MULTI-PLY POST
SPECIFIED BY SIP MFR
SPECIFIED BY SIP MFR
MULTI-PLY POSTSPECIFIED BY SIP MFR
MULTI-PLY POSTSPECIFIED BY SIP MFR
MULTI-PLY LVL HEADERSPECIFIED BY SIP MFR
MULTI-PLY LVL HEADERSPECIFIED BY SIP MFR
North Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011
Design Development
Drawn by:
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.
A106FRAMING PLANS
JK - PA
ITASCA PHPP PRE-CERT/STATE FAIR
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"
North Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011
Design Development
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of the Design Build studio at the North Dakota
State University. These do not constitute
professional advice.
A107DOOR AND WINDOW
SCHEDULE
DA - PA
ITASCA PHPP PRE-CERT/STATE FAIR
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.
1" X 6" CEDAR LOUVERS COMPOSED
AS SHADING PANELS SPACED 6" 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
North Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011
Design Development
Drawn by:
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.
A200ELEVATION SHADINGSTRUCTURE SOUTH
MD - PA
ITASCA PHPP PRE-CERT/STATE FAIR
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
1" X 4" CEDAR LOUVERS COMPOSED
AS SHADING PANELS SPACED 4" O.C.
1" X 6" CEDAR LOUVERS COMPOSED
AS SHADING PANELS SPACED 6" O.C.
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
North Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011
Design Development
Drawn by:
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.
A201ELEVATION SHADINGSTRUCTURE EAST
MD - PA
ITASCA PHPP PRE-CERT/STATE FAIR
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 LIVING ROOM FL1 A S LIVING ROOM FL1 B
S LIVING ROOM FL2 A S LIVING ROOM FL2 B
NOTE: SCREEN PORCH STRUCTUREAND FOUNDATION TO BE REVIEWEDBY ENGINEERS
S DOOR
1/4" = 1'-0"1
ELEVATION SOUTH
North Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011
Design Development
Drawn by:
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.
A202ELEVATION SOUTH
JK - PA
ITASCA PHPP PRE-CERT/STATE FAIR
05/06/11
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
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
NOTE: SCREEN PORCH STRUCTUREAND FOUNDATION TO BE REVIEWEDBY ENGINEERS
N KITCHEN FL1
N LOFT FL2
2
A408
1/4" = 1'-0"1
ELEVATION NORTH
North Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011
Design Development
Drawn by:
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.
A203ELEVATION NORTH
JK - PA
ITASCA PHPP PRE-CERT/STATE FAIR
05/06/11
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
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
North Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011
Design Development
Drawn by:
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.
A204ELEVATION EAST
JK - PA
ITASCA PHPP PRE-CERT/STATE FAIR
05/06/11
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
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
North Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011
Design Development
Drawn by:
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.
A205ELEVATION WEST
JK - PA
ITASCA PHPP PRE-CERT/STATE FAIR
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
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 4 - 14" SIP + 4" EPS
-PINE FINISH-14" SIP WITH EPS, OSB BOTH SIDES-4" 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
WALL 6 - 14" SIP + 2"EPS + 5.5" CELLULOSE
-PINE FINISH-2 X 6 FRAMING WITH CELLULOSE-14" SIP WITH EPS, OSB BOTH SIDES-2" POLYISO-1.5" AIRSPACE-1x6" RECLAIMED CEDAR SIDING ON 2X4
FOUNDATION 1
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 4 - 14" SIP + 4" EPS
-PINE FINISH-14" SIP WITH EPS, OSB BOTH SIDES-4" 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
WALL 6 - 14" SIP + 2"EPS + 5.5" CELLULOSE
-PINE FINISH-2 X 6 FRAMING WITH CELLULOSE-14" SIP WITH EPS, OSB BOTH SIDES-2" POLYISO-1.5" AIRSPACE-1x6" RECLAIMED CEDAR SIDING ON 2X4
WALL 5
4" PERF DRAINTILE8" MIN FREE DRAININGCLEAN MATERIAL
SOIL COMPACTED PERSTRUCTURAL ENGINEERINGREQUIRMENT
1/4" = 1'-0"1
SECTION NORTH SOUTH LOFT
North Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011
Design Development
Drawn by:
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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.
A300SECTION NORTH TO
SOUTH LOFT
AB - PA
ITASCA PHPP PRE-CERT/STATE FAIR
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
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 4 - 14" SIP + 4" EPS
-PINE FINISH-14" SIP WITH EPS, OSB BOTH SIDES-4" 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
WALL 6 - 14" SIP + 2"EPS + 5.5" CELLULOSE
-PINE FINISH-2 X 6 FRAMING WITH CELLULOSE-14" SIP WITH EPS, OSB BOTH SIDES-2" POLYISO-1.5" AIRSPACE-1x6" RECLAIMED CEDAR SIDING ON 2X4
WALL 3
FOUNDATION 1
WALL 4
WALL 5
ROOF 2
1/4" = 1'-0"1
SECTION NORTH SOUTH NO LOFT
North Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011
Design Development
Drawn by:
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.
A301SECTION NORTH TO
SOUTH
AB - PA
ITASCA PHPP PRE-CERT/STATE FAIR
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
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 4 - 14" SIP + 4" EPS
-PINE FINISH-14" SIP WITH EPS, OSB BOTH SIDES-4" 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
WALL 6 - 14" SIP + 2"EPS + 5.5" CELLULOSE
-PINE FINISH-2 X 6 FRAMING WITH CELLULOSE-14" SIP WITH EPS, OSB BOTH SIDES-2" POLYISO-1.5" AIRSPACE-1x6" RECLAIMED CEDAR SIDING ON 2X4
ROOF 2
WALL 3
WALL 6
FOUNDATION 1
STUDY 2
NOTE: SCREEN PORCH STRUCTUREAND FOUNDATION TO BE REVIEWEDBY ENGINEERS
2
A506
3
A506
1
A409
1/4" = 1'-0"1
SECTION EAST WEST STAIRS
North Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011
Design Development
Drawn by:
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.
A302SECTION EAST TOWEST STAIRS
AB - PA
ITASCA PHPP PRE-CERT/STATE FAIR
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
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 4 - 14" SIP + 4" EPS
-PINE FINISH-14" SIP WITH EPS, OSB BOTH SIDES-4" 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
WALL 6 - 14" SIP + 2"EPS + 5.5" CELLULOSE
-PINE FINISH-2 X 6 FRAMING WITH CELLULOSE-14" SIP WITH EPS, OSB BOTH SIDES-2" POLYISO-1.5" AIRSPACE-1x6" RECLAIMED CEDAR SIDING ON 2X4
STUDY 1
ROOF 2
WALL 3WALL 3
FOUNDATION 1
WALL 6
NOTE: SCREEN PORCH STRUCTUREAND FOUNDATION TO BE REVIEWEDBY ENGINEERS
North Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011
Design Development
Drawn by:
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.
A303SECTION WEST TO
EAST
AB - PA
ITASCA PHPP PRE-CERT/STATE FAIR
05/06/11 1/4" = 1'-0"1
SECTION WEST EAST WINDOWS
1 8" CONCRETE SLAB
2 16" 40 PSI EXTRUDED POLYSTYRENE
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
16 6" PINE LAP SIDING
17 8" SONOTUBE
18 2" PEA ROCK
19 SIMPSON STRONGTIE POST BASE
20 (2)- 2" X 8" TREATED POSTS
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
39 1/2" X 6" x 12' CEDAR ROOF LAP
40 MILL FINISH BENT ALUMINUMPLATE 1/8" THICK
41 3/4" RICHLITE 10" HEIGHT
42 3" X 12" GLULAM TIMBER
43 ICE & WATER SHIELD
44 16" SIP
14 2" X 4" DIM LUMBER
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"
North Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011
Design Development
Drawn by:
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.
A400FOUNDATION N + E
DETAIL
AB
ITASCA PHPP PRE-CERT/STATE FAIR
05/06/11
1 1/2" = 1'-0"1
FOUNDATION N + E
1 8" CONCRETE SLAB
2 16" 40 PSI EXTRUDED POLYSTYRENE
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
16 6" PINE LAP SIDING
17 8" SONOTUBE
18 2" PEA ROCK
19 SIMPSON STRONGTIE POST BASE
20 (2)- 2" X 8" TREATED POSTS
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
39 1/2" X 6" x 12' CEDAR ROOF LAP
40 MILL FINISH BENT ALUMINUMPLATE 1/8" THICK
41 3/4" RICHLITE 10" HEIGHT
42 3" X 12" GLULAM TIMBER
43 ICE & WATER SHIELD
44 16" SIP
14 2" X 4" DIM LUMBER
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
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"
North Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011
Design Development
Drawn by:
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.
A401FOUNDATION S + W
DETAIL
AB
ITASCA PHPP PRE-CERT/STATE FAIR
05/06/11 1 1/2" = 1'-0"
1FOUNDATION S
1 8" CONCRETE SLAB
2 16" 40 PSI EXTRUDED POLYSTYRENE
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
10 ALUMINUM SERRATED OPEN PLANK GRATE
12 2" POLYISO
14 2" X 4" DIM LUMBER
15 1 1/2" AIR SPACE
16 6" PINE LAP SIDING
17 8" SONOTUBE
18 2" PEA ROCK
19 SIMPSON STRONGTIE POST BASE
20 (2)- 2" X 8" TREATED POSTS
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
39 1" X 6" X 12' CEDAR ROOF LAP
40 MILL FINISH BENT ALUMINUMPLATE 1/8" THICK
41 3/4" RICHLITE 10" HEIGHT
42 3" X 12" GLULAM TIMBER
43 ICE & WATER SHIELD
44 16" SIP
13 2" X 6" DIM LUMBER
11 BUILDING WRAP
26 RECLAIMED PINE BOARD
5 2" X 6" TREATED SILL PLATE
45 DENSPAK CELLULOSE
46 SPRAY IN INSULATION
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
North Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011
Design Development
Drawn by:
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.
A402FOUNDATION TO DOOR
DETAIL
DC
ITASCA PHPP PRE-CERT/STATE FAIR
05/06/11
3" = 1'-0"1
DOOR TO FOUNDATION
1 8" CONCRETE SLAB
2 16" 40 PSI EXTRUDED POLYSTYRENE
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
10 ALUMINUM SERRATED OPEN PLANK GRATE
12 2" POLYISO
14 2" X 4" DIM LUMBER
15 1 1/2" AIR SPACE
16 6" PINE LAP SIDING
17 8" SONOTUBE
18 2" PEA ROCK
19 SIMPSON STRONGTIE POST BASE
20 (2)- 2" X 8" TREATED POSTS
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
39 1" X 6" X 12' CEDAR ROOF LAP
40 MILL FINISH BENT ALUMINUMPLATE 1/8" THICK
41 3/4" RICHLITE 10" HEIGHT
42 3" X 12" GLULAM TIMBER
43 ICE & WATER SHIELD
44 16" SIP
13 2" X 6" DIM LUMBER
11 BUILDING WRAP
26 RECLAIMED PINE BOARD
5 2" X 6" TREATED SILL PLATE
45 DENSPAK CELLULOSE
46 SPRAY IN INSULATION
1
2
8"
4"
7
27
6
30
23
5
26
28
29
18
31_2"
8
21
North Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011
Design Development
Drawn by:
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.
A403FOUNDATION TOWINDOW DETAIL
DC
ITASCA PHPP PRE-CERT/STATE FAIR
05/06/11
3" = 1'-0"1
WINDOW TO FOUNDATION
1 8" CONCRETE SLAB
2 16" 40 PSI EXTRUDED POLYSTYRENE
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
16 6" PINE LAP SIDING
17 8" SONOTUBE
18 2" PEA ROCK
19 SIMPSON STRONGTIE POST BASE
20 (2)- 2" X 8" TREATED POSTS
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
39 1/2" X 6" x 12' CEDAR ROOF LAP
40 MILL FINISH BENT ALUMINUMPLATE 1/8" THICK
41 3/4" RICHLITE 10" HEIGHT
42 3" X 12" GLULAM TIMBER
43 ICE & WATER SHIELD
44 16" SIP
14 2" X 4" DIM LUMBER
26 RECLAIMED PINE BOARD
10 ALUMINUM SERRATED OPEN PLANK GRATE
5 2" X 6" TREATED SILL PLATE
45 DENSPAK CELLULOSE
46 SPRAY IN INSULATION
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
North Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011
Design Development
Drawn by:
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.
A404NORTH WEST &
SOUTHWEST CORNERDETAIL
DC
ITASCA PHPP PRE-CERT/STATE FAIR
05/06/11 1 1/2" = 1'-0"1
SOUTHWEST CORNER
1 1/2" = 1'-0"2
NORTHWESTCORNER
1 8" CONCRETE SLAB
2 16" 40 PSI EXTRUDED POLYSTYRENE
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
10 ALUMINUM SERRATED OPEN PLANK GRATE
12 2" POLYISO
14 2" X 4" DIM LUMBER
15 1 1/2" AIR SPACE
16 6" PINE LAP SIDING
17 8" SONOTUBE
18 2" PEA ROCK
19 SIMPSON STRONGTIE POST BASE
20 (2)- 2" X 8" TREATED POSTS
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
39 1" X 6" X 12' CEDAR ROOF LAP
40 MILL FINISH BENT ALUMINUMPLATE 1/8" THICK
41 3/4" RICHLITE 10" HEIGHT
42 3" X 12" GLULAM TIMBER
43 ICE & WATER SHIELD
44 16" SIP
13 2" X 6" DIM LUMBER
11 BUILDING WRAP
26 RECLAIMED PINE BOARD
5 2" X 6" TREATED SILL PLATE
45 DENSPAK CELLULOSE
46 SPRAY IN INSULATION
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"
North Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011
Design Development
Drawn by:
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.
A405DOOR TO WALL DETAIL
DC
ITASCA PHPP PRE-CERT/STATE FAIR
05/06/11
3" = 1'-0"1
DOOR TO WALL
1 8" CONCRETE SLAB
2 16" 40 PSI EXTRUDED POLYSTYRENE
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
10 ALUMINUM SERRATED OPEN PLANK GRATE
12 2" POLYISO
14 2" X 4" DIM LUMBER
15 1 1/2" AIR SPACE
16 6" PINE LAP SIDING
17 8" SONOTUBE
18 2" PEA ROCK
19 SIMPSON STRONGTIE POST BASE
20 (2)- 2" X 8" TREATED POSTS
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
39 1" X 6" X 12' CEDAR ROOF LAP
40 MILL FINISH BENT ALUMINUMPLATE 1/8" THICK
41 3/4" RICHLITE 10" HEIGHT
42 3" X 12" GLULAM TIMBER
43 ICE & WATER SHIELD
44 16" SIP
13 2" X 6" DIM LUMBER
11 BUILDING WRAP
26 RECLAIMED PINE BOARD
5 2" X 6" TREATED SILL PLATE
45 DENSPAK CELLULOSE
46 SPRAY IN INSULATION
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
North Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011
Design Development
Drawn by:
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.
A406WALL TO OPERABLE
DETAIL
DC
ITASCA PHPP PRE-CERT/STATE FAIR
05/06/11 3" = 1'-0"1
WALL TO OPERABLE
3" = 1'-0"2
WALL TO OPERABLE PLAN
1 8" CONCRETE SLAB
2 16" 40 PSI EXTRUDED POLYSTYRENE
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
10 ALUMINUM SERRATED OPEN PLANK GRATE
12 2" POLYISO
14 2" X 4" DIM LUMBER
15 1 1/2" AIR SPACE
16 6" PINE LAP SIDING
17 8" SONOTUBE
18 2" PEA ROCK
19 SIMPSON STRONGTIE POST BASE
20 (2)- 2" X 8" TREATED POSTS
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
39 1" X 6" X 12' CEDAR ROOF LAP
40 MILL FINISH BENT ALUMINUMPLATE 1/8" THICK
41 3/4" RICHLITE 10" HEIGHT
42 3" X 12" GLULAM TIMBER
43 ICE & WATER SHIELD
44 16" SIP
13 2" X 6" DIM LUMBER
11 BUILDING WRAP
26 RECLAIMED PINE BOARD
5 2" X 6" TREATED SILL PLATE
45 DENSPAK CELLULOSE
46 SPRAY IN INSULATION
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
"
North Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011
Design Development
Drawn by:
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.
A407WINDOW TO HEADER
DETAIL
DC
ITASCA PHPP PRE-CERT/STATE FAIR
05/06/11 3" = 1'-0"1
WINDOW TO HEADER
1 8" CONCRETE SLAB
2 16" 40 PSI EXTRUDED POLYSTYRENE
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
10 ALUMINUM SERRATED OPEN PLANK GRATE
12 2" POLYISO
14 2" X 4" DIM LUMBER
15 1 1/2" AIR SPACE
16 6" PINE LAP SIDING
17 8" SONOTUBE
18 2" PEA ROCK
19 SIMPSON STRONGTIE POST BASE
20 (2)- 2" X 8" TREATED POSTS
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
39 1" X 6" X 12' CEDAR ROOF LAP
40 MILL FINISH BENT ALUMINUMPLATE 1/8" THICK
41 3/4" RICHLITE 10" HEIGHT
42 3" X 12" GLULAM TIMBER
43 ICE & WATER SHIELD
44 16" SIP
13 2" X 6" DIM LUMBER
11 BUILDING WRAP
26 RECLAIMED PINE BOARD
5 2" X 6" TREATED SILL PLATE
45 DENSPAK CELLULOSE
46 SPRAY IN INSULATION
1 8" CONCRETE SLAB
2 16" 40 PSI EXTRUDED POLYSTYRENE
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
10 ALUMINUM SERRATED OPEN PLANK GRATE
12 2" POLYISO
14 2" X 4" DIM LUMBER
15 1 1/2" AIR SPACE
16 6" PINE LAP SIDING
17 8" SONOTUBE
18 2" PEA ROCK
19 SIMPSON STRONGTIE POST BASE
20 (2)- 2" X 8" TREATED POSTS
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
39 1" X 6" X 12' CEDAR ROOF LAP
40 MILL FINISH BENT ALUMINUMPLATE 1/8" THICK
41 3/4" RICHLITE 10" HEIGHT
42 3" X 12" GLULAM TIMBER
43 ICE & WATER SHIELD
44 16" SIP
13 2" X 6" DIM LUMBER
11 BUILDING WRAP
26 RECLAIMED PINE BOARD
5 2" X 6" TREATED SILL PLATE
45 DENSPAK CELLULOSE
46 SPRAY IN INSULATION
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
North Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011
Design Development
Drawn by:
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.
A408FIXED WINDOW DETAIL
DC
ITASCA PHPP PRE-CERT/STATE FAIR
05/06/11 3" = 1'-0"
1NORTH FIXED WINDOW
3" = 1'-0"2
408 FIXED NORTH WALL PLAN
1 8" CONCRETE SLAB
2 16" 40 PSI EXTRUDED POLYSTYRENE
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
10 ALUMINUM SERRATED OPEN PLANK GRATE
12 2" POLYISO
14 2" X 4" DIM LUMBER
15 1 1/2" AIR SPACE
16 6" PINE LAP SIDING
17 8" SONOTUBE
18 2" PEA ROCK
19 SIMPSON STRONGTIE POST BASE
20 (2)- 2" X 8" TREATED POSTS
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
39 1" X 6" X 12' CEDAR ROOF LAP
40 MILL FINISH BENT ALUMINUMPLATE 1/8" THICK
41 3/4" RICHLITE 10" HEIGHT
42 3" X 12" GLULAM TIMBER
43 ICE & WATER SHIELD
44 16" SIP
13 2" X 6" DIM LUMBER
11 BUILDING WRAP
26 RECLAIMED PINE BOARD
5 2" X 6" TREATED SILL PLATE
45 DENSPAK CELLULOSE
46 SPRAY IN INSULATION
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"
North Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011
Design Development
Drawn by:
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.
A409LOFT TO WALL DETAIL
JK
ITASCA PHPP PRE-CERT/STATE FAIR
05/06/11 3" = 1'-0"
1LOFT TO EAST WALL
1 8" CONCRETE SLAB
2 16" 40 PSI EXTRUDED POLYSTYRENE
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
16 6" PINE LAP SIDING
17 8" SONOTUBE
18 2" PEA ROCK
19 SIMPSON STRONGTIE POST BASE
20 (2)- 2" X 8" TREATED POSTS
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
39 1/2" X 6" x 12' CEDAR ROOF LAP
40 MILL FINISH BENT ALUMINUMPLATE 1/8" THICK
41 3/4" RICHLITE 10" HEIGHT
42 3" X 12" GLULAM TIMBER
43 ICE & WATER SHIELD
44 16" SIP
14 2" X 4" DIM LUMBER
26 RECLAIMED PINE BOARD
10 ALUMINUM SERRATED OPEN PLANK GRATE
5 2" X 6" TREATED SILL PLATE
45 DENSPAK CELLULOSE
46 SPRAY IN INSULATION
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"
North Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011
Design Development
Drawn by:
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.
A410ROOF RIDGE DETAIL
JK
ITASCA PHPP PRE-CERT/STATE FAIR
05/06/11
1 1/2" = 1'-0"1
RIDGE
1 8" CONCRETE SLAB
2 16" 40 PSI EXTRUDED POLYSTYRENE
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
10 ALUMINUM SERRATED OPEN PLANK GRATE
12 2" POLYISO
14 2" X 4" DIM LUMBER
15 1 1/2" AIR SPACE
16 6" PINE LAP SIDING
17 8" SONOTUBE
18 2" PEA ROCK
19 SIMPSON STRONGTIE POST BASE
20 (2)- 2" X 8" TREATED POSTS
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
39 1" X 6" X 12' CEDAR ROOF LAP
40 MILL FINISH BENT ALUMINUMPLATE 1/8" THICK
41 3/4" RICHLITE 10" HEIGHT
42 3" X 12" GLULAM TIMBER
43 ICE & WATER SHIELD
44 16" SIP
13 2" X 6" DIM LUMBER
11 BUILDING WRAP
26 RECLAIMED PINE BOARD
5 2" X 6" TREATED SILL PLATE
45 DENSPAK CELLULOSE
46 SPRAY IN INSULATION
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"
North Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011
Design Development
Drawn by:
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.
A411ROOF TO WALL DETAIL
JK
ITASCA PHPP PRE-CERT/STATE FAIR
05/06/11 3" = 1'-0"1
ROOF TO WALL
1 8" CONCRETE SLAB
2 16" 40 PSI EXTRUDED POLYSTYRENE
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
10 ALUMINUM SERRATED OPEN PLANK GRATE
12 2" POLYISO
14 2" X 4" DIM LUMBER
15 1 1/2" AIR SPACE
16 6" PINE LAP SIDING
17 8" SONOTUBE
18 2" PEA ROCK
19 SIMPSON STRONGTIE POST BASE
20 (2)- 2" X 8" TREATED POSTS
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
39 1" X 6" X 12' CEDAR ROOF LAP
40 MILL FINISH BENT ALUMINUMPLATE 1/8" THICK
41 3/4" RICHLITE 10" HEIGHT
42 3" X 12" GLULAM TIMBER
43 ICE & WATER SHIELD
44 16" SIP
13 2" X 6" DIM LUMBER
11 BUILDING WRAP
26 RECLAIMED PINE BOARD
5 2" X 6" TREATED SILL PLATE
45 DENSPAK CELLULOSE
46 SPRAY IN INSULATION
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
North Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011
Design Development
Drawn by:
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.
A412ROOF TO WALL RAKE
DETAIL
JK
ITASCA PHPP PRE-CERT/STATE FAIR
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
North Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011
Design Development
Drawn by:
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.
A500INTERIOR ELEVATION
KITCHEN
MF
ITASCA PHPP PRE-CERT/STATE FAIR
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
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
North Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011
Design Development
Drawn by:
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.
A501INTERIOR ELEVATIONS
EAST
MF
ITASCA PHPP PRE-CERT/STATE FAIR
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
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
G G
North Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011
Design Development
Drawn by:
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.
A502INTERIOR ELEVATIONS
SOUTH & WEST
MF
ITASCA PHPP PRE-CERT/STATE FAIR
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
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
North Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011
Design Development
Drawn by:
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.
A503INTERIOR ELEVATION
STAIR NORTH
MF
ITASCA PHPP PRE-CERT/STATE FAIR
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
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
North Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011
Design Development
Drawn by:
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.
A504INTERIOR ELEVATION
STAIR SOUTH
MF
ITASCA PHPP PRE-CERT/STATE FAIR
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
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
North Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011
Design Development
Drawn by:
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.
A505INTERIOR ELEVATIONS
BATHROOM
MF
ITASCA PHPP PRE-CERT/STATE FAIR
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
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
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
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
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
North Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011
Design Development
Drawn by:
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.
A506INTERIOR ELEVATION
STAIR SECTION
CS
ITASCA PHPP PRE-CERT/STATE FAIR
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
North Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011
Design Development
Drawn by:
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.
A600COUCH AXON
CS
ITASCA PHPP PRE-CERT/STATE FAIR
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)
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
North Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011
Design Development
Drawn by:
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.
A601INTERIOR LOFT
RAILING
CS
ITASCA PHPP PRE-CERT/STATE FAIR
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
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
North Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011
Design Development
Drawn by:
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.
A602AXON STAIR NORTH
MF
ITASCA PHPP PRE-CERT/STATE FAIR
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
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
North Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011
Design Development
Drawn by:
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.
A603AXON STAIR SOUTH
MF
ITASCA PHPP PRE-CERT/STATE FAIR
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
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
U-CLIP METAL ANCHOR PLATE
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.
A604AXON LOFT RAILING
CS
ITASCA PHPP PRE-CERT/STATE FAIR
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"
North Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011
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of the Design Build studio at the North Dakota
State University. These do not constitute
professional advice.
E100ELECTRICAL
AM
ITASCA PHPP PRE-CERT/STATE FAIR
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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
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professional advice.
E101ELECTRICAL DETAILS
AM
ITASCA PHPP PRE-CERT/STATE FAIR
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
INTERIOR TO EXTERIOR R-8 PER INCH
INSULATION ZEHNDER COMFOSYSTEMS
PRE-HEAT AND POST-HEAT COILSREF 705 512 521
ZEHNDER COMFOSYSTEMS
ZEHNDER COMFOSYSTEMS
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
North Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011
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of the Design Build studio at the North Dakota
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professional advice.
M100HVAC MAIN LEVEL &
LOFT LEVEL
AM
ITASCA PHPP PRE-CERT/STATE FAIR
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
ZEHNDER COMFOSYSTEMS
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
INTERIOR TO EXTERIOR R-8 PER INCH
INSULATION ZEHNDER COMFOSYSTEMS
ZEHNDER COMFOSYSTEMS
INTERIOR TO EXTERIOR R-8 PER INCH
INSULATION ZEHNDER COMFOSYSTEMS
INTERIOR TO EXTERIOR R-8 PER INCH
INSULATION ZEHNDER COMFOSYSTEMS
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
North Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011
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professional advice.
M101MECHANICAL SECTION
AM
ITASCA PHPP PRE-CERT/STATE FAIR
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
SS-32 SOLAR SKIES SOLAR THERMAL
COLLECTOR 5 GALLON DRAINBACK TANK
SS-32 SOLAR SKIES SOLAR THERMAL
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
North Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011
Design Development
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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.
M102PLUMBING SUPPLY
AM
ITASCA PHPP PRE-CERT/STATE FAIR
05/06/11
1/4" = 1'-0"1
PLUMBING MAIN LEVEL
North Dakota State UniversityDESIGN BUILD STUDIOARCH 472 Spring 2011
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SPECIFICATIONS
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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SPECIFICATIONS
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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SPECIFICATIONS
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
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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
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