plan set contentskitdomes.com/30vogtmiset.pdfplan set contents: 1. contents 2. elevations 3....
TRANSCRIPT
![Page 1: PLAN SET CONTENTSkitdomes.com/30vogtMISet.pdfPLAN SET CONTENTS: 1. CONTENTS 2. ELEVATIONS 3. FOUNDATION STEMWALLS LAYOUT 4. PERMANENT 6X6 EMBEDDED BEAMS 5. GROUND LEVEL FLOORPLAN 6](https://reader036.vdocument.in/reader036/viewer/2022071022/5fd6421170c6a34eaf06b1ea/html5/thumbnails/1.jpg)
PLAN SET CONTENTS:1. CONTENTS2. ELEVATIONS3. FOUNDATION STEMWALLS LAYOUT4. PERMANENT 6X6 EMBEDDED BEAMS5. GROUND LEVEL FLOORPLAN6. SECOND STORY FLOORPLAN7. DOME, PORCHES, & SUNROOM ROOFS8. PLUMBING LAYOUT9. RADIANT FLOOR PEX PIPING10. FOUNDATION DETAILS11. MAIN FLOOR LAYOUT DIMENSIONS12. SECOND FLOOR JOIST LAYOUT13. STAIR CONSTRUCTION DETAIL14. NODE CONNECTION DETAILS
15. CORNER CONNECTIONS DETAIL16. CORNER POST RIP CUTTING DIAGRAM17. ELECTRICAL PLAN18. EXTERIOR TRIANGLE PANEL CUTTING19. TOP OUTSIDE VIEW ASSEMBLY DIAGRAM20. OUTSIDE VIEW ASSEMBLY DIAGRAM21. CONSTRUCTION NOTES22. ECONODOME KITS MATERIALS GUIDE
PROJECT NAME:ECONODOME HOME
PROJECT DESCRIPTION:30 FT. DIAMETER TEN SIDED DOME HOME
OWNER/BUILDER:KATHRINE VOGT1-231-350-2132PROJECT ADDRESS:3316 STOVER ROADBELLAIRE, MI 49615
PROJECT DESIGNER:WIL FIDROEFFFAZE CHANGE PRODUX1331 CR 1470ESULLIVAN, IL 61951PHONE [email protected]
1
ALL METHODS AND MATERIALSSHALL MEET OR EXCEED LOCAL BUILDING
CODE REQUIREMENTS.
23. MORE CONSTRUCTION NOTES24. TRAPEZOIDS & TENSION WIRES25. SIDE VIEW FROM INSIDE DIAGRAM26. TOP VIEW FROM INSIDE DIAGRAM
![Page 2: PLAN SET CONTENTSkitdomes.com/30vogtMISet.pdfPLAN SET CONTENTS: 1. CONTENTS 2. ELEVATIONS 3. FOUNDATION STEMWALLS LAYOUT 4. PERMANENT 6X6 EMBEDDED BEAMS 5. GROUND LEVEL FLOORPLAN 6](https://reader036.vdocument.in/reader036/viewer/2022071022/5fd6421170c6a34eaf06b1ea/html5/thumbnails/2.jpg)
FEET
30
2
5
10
20
25
15
SCALE0
VIEW FROM NORTH
0
15
10
5
FEET
25
20
30
SOUTH ELEVATION
2030 25 15
10 5 SCALE
FEET0
EAST ELEVATION
WEST ELEVATION
![Page 3: PLAN SET CONTENTSkitdomes.com/30vogtMISet.pdfPLAN SET CONTENTS: 1. CONTENTS 2. ELEVATIONS 3. FOUNDATION STEMWALLS LAYOUT 4. PERMANENT 6X6 EMBEDDED BEAMS 5. GROUND LEVEL FLOORPLAN 6](https://reader036.vdocument.in/reader036/viewer/2022071022/5fd6421170c6a34eaf06b1ea/html5/thumbnails/3.jpg)
8'-10116"
10RED LINES INDICATE SIDES OF 8 INCH WIDE CONCRETE STEMWALL.
7
9
8
2x4
TO MAKE PERIMETER CONCRETE FORMS ATTACH A PRECUT 2X4 TO THE TOP EDGE OF A PRECUT 2X6. THIS WILL STRAIGHTEN BOTH BOARDS. CUT BOARD ENDS WITH ANGLE CUT THAT FLARES 18° AWAY FROM 90° ON BOTH ENDS. THE LENGTH OF EACH OUTSIDE FORM BOARD MEASURED ALONG THE INSIDE SURFACE OF THE OUTSIDE FORM IS 9'3-1/4" (SHORT POINT TO SHORT POINT). REST THE FORMS ABOVE REBAR STAKES AND SECURE WITH 1.5" FENCE STAPLES AS SHOWN.DO THE SAME FOR THE INSIDE FORM BOARDS.ATTACH FORM BOARDS TO TOP OF REBAR STAKES ONE AT A TIME AND ENSURE THEY ARE LEVEL AND POSITIONED PER PLANS.
3
CONCRETE
FORMS SET UP6
5
GRADE
4
MEASURED ALONG OUTSIDE EDGE OFSTEMWALL ALL TEN
SIDES
171 9/16 in.
111 1/4 in.
1
CENTERP1ER
28"
SIMSON MASB ANCHORS
ATTACHED TO TOP OF FORMS
GRADE
2x46"
36"MINIMUM
2x6
2x6
18"
2x6
2x6
3
15'
111 1/4 in.
147 3/8 in.
183 9/16 in.
183 9/16 in.
183 9/16 in.
147 3/8 in.
111 1/4 in.
1. CONCRETE PATIO SHALL BE 1" MIN. BELOW FLOOR LEVEL ADJACENT TEN-SIDED BUILDING.2. CONCRETE PATIO SHALL SLOPE AWAY FROM BUILDING 1/8" PER FOOT.3. ENCLOSED SUNROOM FLOOR SHALL BE LEVEL AND SAME LEVEL AS TEN-SIDED HOME.4. CONCRETE PATIO SHALL BE POURED AFTER LIVING SPACE AND PORCH FLOORS ARE COMPLETED.5. REFER TO SECTION DETAILS FOR MORE INFO ON PERMANENT AND TEMPORARY CONCRETE FORMS.
PORCHES ARE 1" LOWER THAN MAIN FLOOR & SLOPES TO OUTSIDE
CORNER SO WATER DOES NOT COLLECT ON PORCH.
6X6 TREATED CORNER POSTS WILL NEED TO BE
TALLER.
WEST PORCH WEST
PORCH
BOTH PORCHES
ALL PVC DRAIN LINES FEED TO 3" PVC MAIN LINE. POUR ALL FOOTINGS, STEMWALLS, AND PIERS PRIOR TO
SETTING 6X6'S AND THEN PLUMBING.PROVIDE ACCESS THRU PERIMETER
CONCRETE FOOTINGS AND STEMWALL AS NECESSARY.
CONCRETE PATIO AREA
72.0° 72.0
°
53
20
24'-9"
10 PLCS
10 PLCS
10 PLCS
STEMWALL LAYOUT
37"
41"
32
41
14"
50"
BLUECENTERLINE
![Page 4: PLAN SET CONTENTSkitdomes.com/30vogtMISet.pdfPLAN SET CONTENTS: 1. CONTENTS 2. ELEVATIONS 3. FOUNDATION STEMWALLS LAYOUT 4. PERMANENT 6X6 EMBEDDED BEAMS 5. GROUND LEVEL FLOORPLAN 6](https://reader036.vdocument.in/reader036/viewer/2022071022/5fd6421170c6a34eaf06b1ea/html5/thumbnails/4.jpg)
10RED LINES INDICATE SIDES OF 8 INCH WIDE CONCRETE STEMWALL.
7
9
8
3
65
4
MEASURED ALONG OUTSIDE EDGE OFSTEMWALL ALL TEN
SIDES 9'-3 1/4" 1
2
4
9'-3 1/4"
12'-3 3/8"
15'-3 9/16"
15'-3 9/16"
15'-3
9/16
"
12'-3
3/8
"
9'-3 1/4"
FEET
10
5
0
30
25
15
20
SCALEALL PVC DRAIN LINES FEED TO 3" PVC
MAIN LINE. POUR ALL FOOTINGS, STEMWALLS, AND PIERS PRIOR TO
SETTING 6X6'S AND THEN PLUMBING.PROVIDE ACCESS THRU PERIMETER
CONCRETE FOOTINGS AND STEMWALL AS NECESSARY.
GREEN LINES INDICATE EDGES AND ENDS OF
TREATED 6X6 PERMANENT FORMS
AND EXPANSION STRIPS
CONSTRUCTION NOTES:
1. TEMPORARILY SUPPORT INTERIOR CUT-TO FIT 6X6'S LEVEL AND ABOVE 24" DIA.CONCRETE PIERS WITH SIMPSON MA6 ANCHORS ATTACHED TO 6X6 WITHIN PIER.AFTER CONCRETE HAS SET, TEMPORARY SUPPORTS MAY BE REMOVED.
2. ATTACH 6X6'S TO EACH OTHER WITH SCREWS PRIOR TO PUTTING WET CONCRETE IN PIER FORMS.
3. MOST CORNERS MAKE 36° TURNS. CUT ENDS AT 18° AWAY FROM 90°.
4. MOST LENGTHS ARE GIVEN MEASURED LONG POINT TO LONG POINT.
108°
108°
36°
13'-81316 "
14'-1
0"
36°
PERMANENT EMBEDDEDTREATED 6X6 BEAMS LAYOUT
DETAILS
10'
10'
8'-11316
"
7'-51516
"
BLUECENTERLINE
33"
41.25"
CENTERED
CENTERED
6'-638"
![Page 5: PLAN SET CONTENTSkitdomes.com/30vogtMISet.pdfPLAN SET CONTENTS: 1. CONTENTS 2. ELEVATIONS 3. FOUNDATION STEMWALLS LAYOUT 4. PERMANENT 6X6 EMBEDDED BEAMS 5. GROUND LEVEL FLOORPLAN 6](https://reader036.vdocument.in/reader036/viewer/2022071022/5fd6421170c6a34eaf06b1ea/html5/thumbnails/5.jpg)
FEET
NORTH
WEST
10
5
5
0
30
25
15
20
EAST
SOUTHSCALE
CATHRINE VOGT30' DIA. TEN-SIDED HOMEWITH ECONODOME ROOF
5'x5'
WINDOW
SILL @
24"AF
5' GLASS
SLIDING DOOR
32"x32"CASEMENT WINDOWSILL@52"
COVEREDPORCH
183
9/16
in.
SOFA PANTRY
30"RH
5'x5' WINDOW
SILL @ 24"AF
5'x5' WINDOW
SILL @ 24"AF
GROUND LEVEL
FLOOR PLAN
5' GLA
SS
SLID
ING DOOR
COVEREDPORCH
183 9/16 in.
5'x5' WINDOWSILL @ 24"AF
5'x5' WINDOWSILL @ 24"AF
SUNROOM
5'x5'
WINDOW
SILL @
24"AF
THERAPY ROOM30"RH
60"x60" WINDOWSILL@24" 5' GLASS
SLIDING DOORS
36"RH
UPCLOSET
CLOSET
30"RH
HOTTUB
60"x60" WINDOWSILL@24"
36"RH
TUB &SHOWER
OPENABOVE
TV
111 1/4 in.
32"x48" CASEMENT WINDOWSILL@36"
TYPICAL 10 PLCS.
TYPICAL 10 PLCS.
48"x36" WINDOW
DOUBLE HUNGSILL@48"
CABI
NET
S
RFGR
DINING TABLE
KITCHEN
SOFA
LIVING ROOM
CENTER
24"LH
RAN
GE
DW NKSI
CABI
NET
S
BATHROOM
SK
30"LH WASHER
TOI
DRYER
9'-3 1/4"
NCH
EB
SAUNA
MANIFOLDHW
CONCRETE PATIO
TYPICAL ALLTEN SIDES
24"RH
SHLV
32"x48" CASEMENT WINDOWSILL@36"
RAISED CONCRETE
STOOP
5' GLASS
SLIDING DOOR
![Page 6: PLAN SET CONTENTSkitdomes.com/30vogtMISet.pdfPLAN SET CONTENTS: 1. CONTENTS 2. ELEVATIONS 3. FOUNDATION STEMWALLS LAYOUT 4. PERMANENT 6X6 EMBEDDED BEAMS 5. GROUND LEVEL FLOORPLAN 6](https://reader036.vdocument.in/reader036/viewer/2022071022/5fd6421170c6a34eaf06b1ea/html5/thumbnails/6.jpg)
WEST EAST
SOUTH
NORTH
SCALE
0
5
10
20
15
25
FEET
30
6
mini splitmounted on wall
near ceiling
HVAC
B8
E7
E5B6
B10
E9 E1
B4
B2
E3
LOFTHALL
OPEN TO
BELOW
SKYLIT
E
SKYLIT
E SKYLIT
E
SOUTHBEDROOM
32"X32"CASEMENT
EGRESSWINDOW@ 12"AFF
N.S.
QUEEN SIZE
BED
STAIRSDOWN
LOFTLEVEL FLOORPLAN
N.S.
SHOWER48"x36"
CLOSET
2'6"LH
2'6"LH
SHEL
VES
SHELVES
TOI
BATHROOM
SKYLIT
E SKYLIT
E
2'6"LH
CL
OS
ET
DESK
48"X80"FULL SIZE
BED
2'6"RH
CL
OS
ET
NORTHWESTBED
ROOM
NORTHEAST
N.S.
48"X80"FULL SIZE
BED
DESK
S
BEDROOM
32"X32"CASEMENT
EGRESSWINDOW@ 12"AFF
32"X32"CASEMENT
EGRESSWINDOW@ 12"AFF
32"X32"CASEMENT
EGRESSWINDOW@ 12"AFF
32"X32"CASEMENT
EGRESSWINDOW@ 12"AFF
SHELVES
![Page 7: PLAN SET CONTENTSkitdomes.com/30vogtMISet.pdfPLAN SET CONTENTS: 1. CONTENTS 2. ELEVATIONS 3. FOUNDATION STEMWALLS LAYOUT 4. PERMANENT 6X6 EMBEDDED BEAMS 5. GROUND LEVEL FLOORPLAN 6](https://reader036.vdocument.in/reader036/viewer/2022071022/5fd6421170c6a34eaf06b1ea/html5/thumbnails/7.jpg)
SOUTH
DOME ROOF FRAMEPLUS SUNROOM
AND PORCH ROOFFRAMING PLANS
B8
E7
SKYLITE
E5
B6
SKYLITE
B10
E9
SKYLITE
E1
WEST
SKYLITE
SKYLITE
15
7
10
5
0SCALE
B4
30FEET
25
20
B2
NORTH
EAST
E3
LOW SLOPE ROOFFRAMED WITH 2X10'SAT 16" O.C. SPACINGTOTAL SLOPE = 6"
2X10 RAFTERSSUPPORTED BY 2X10 LEDGERLAG BOLTED
W/ TWO 6"X 1/2" LAGS
@ 16" SPACING
NOTCH 6X6 EXPOSED BEAMOVER CORNERAND SECUREWITH METAL
STRAPS
PRECISION COMPOUND CUTECONODOME BASIC 2X4
FRAME KIT WITH T-BLOCKING
2X10 RAFTERS CUT FLUSH WITH OUTSIDE
OF WALLS AND EXPOSED PORCH
BEAMS. 2X10 FACIAEXTENDS BEYOND
TO PROVIDE DRIP EDGE
![Page 8: PLAN SET CONTENTSkitdomes.com/30vogtMISet.pdfPLAN SET CONTENTS: 1. CONTENTS 2. ELEVATIONS 3. FOUNDATION STEMWALLS LAYOUT 4. PERMANENT 6X6 EMBEDDED BEAMS 5. GROUND LEVEL FLOORPLAN 6](https://reader036.vdocument.in/reader036/viewer/2022071022/5fd6421170c6a34eaf06b1ea/html5/thumbnails/8.jpg)
ALL PVC DRAIN LINES FEED TO 3" PVC MAIN LINE. VARY POSITION OF
LINES TO AVOID PIERS. POUR FOOTINGS AND STEMWALLS PRIOR
TO SETTING PLUMBING.PROVIDE 3" LINE ACCESS THRU
PERIMETER AS NECESSARY.
GRAY WATERDRAIN FROMKITCHEN SINKTO GARDEN ?
3/8" PEX PIPING IS USED FOR HOT AND COLD WATER SUPPLY LINES. 1/2" DIAMETER PEX PIPING IS USEDFOR RADIANT FLOOR HEATING PIPES.
3" DIAMETER MAIN PVC DRAIN LINESARE INTERSECTED WITH 2" SINK AND SHOWER DRAIN LINES.
PLUMBING PLAN
3" MAIN DRAIN TO SEPTIC SYSTEM
10RED LINES INDICATE SIDES OF 8 INCH WIDE CONCRETE STEMWALL.
7
9
8
3
65
4
1
2
8
FEET
10
5
0
30
25
15
20
SCALEALL PVC DRAIN LINES FEED TO 3" PVC MAIN LINE. POUR ALL FOOTINGS, STEMWALLS, AND PIERS PRIOR TO
SETTING 6X6'S AND THEN PLUMBING.PROVIDE ACCESS THRU PERIMETER
CONCRETE FOOTINGS AND STEMWALL AS NECESSARY.
GREEN LINES INDICATE EDGES AND ENDS OF
TREATED 6X6 PERMANENT FORMS
AND EXPANSION STRIPS
CLEANOUT
3 IN DIA. PVCDRAIN/VENT& H20 SUPPLY
TO LOFT & ROOF
KNOCK OUTUNDER TUB
![Page 9: PLAN SET CONTENTSkitdomes.com/30vogtMISet.pdfPLAN SET CONTENTS: 1. CONTENTS 2. ELEVATIONS 3. FOUNDATION STEMWALLS LAYOUT 4. PERMANENT 6X6 EMBEDDED BEAMS 5. GROUND LEVEL FLOORPLAN 6](https://reader036.vdocument.in/reader036/viewer/2022071022/5fd6421170c6a34eaf06b1ea/html5/thumbnails/9.jpg)
7 CUBIC YARDS OF FIBER REINFORCED CONCRETE TO MAKE TEN-SIDED FLOOR AT DEPTH OF 3.5 INCHES
10RED LINES INDICATE SIDES OF 8 INCH WIDE CONCRETE STEMWALL.
7
9
8
3
65
4
1
2
9
FEET
10
5
0
30
25
15
20
SCALE
GREEN LINES INDICATE EDGES AND ENDS OF
TREATED 6X6 PERMANENT FORMS
AND EXPANSION STRIPS
RADIANT FLOOR HEATING
PEX PIPING FOR RADIANT FLOOR HEATING PASSES
BETWEEN ROOM VIA DOORWAYS
DRILL HOLES THRU 6X6'STO ALLOW FOR PEX PIPING.
FIVE CUBIC YARDSOF FIBER REINFORCEDCONCRETE TO MAKEPORCH AND SUNROOM FLOORS @ 3.5" THICK
TWO PUMPS, EACH CONTROLED BY A TIMER, MOVE WATER IN TWO CLOSED LOOPS,SHARE THE USE OF A SINGLE WATER HEATER AND OPERATE AT ALTERNATE TIMED INTERVALS
MOVING WATER FROM THE CONCRETE SLAB TO THE WATER HEATER CAUSING LOWER IMPELLER TEMPERATURES THUS CREATING
A LOW COST AND DURABLE RADIANT FLOOR HEATING SYSTEM
![Page 10: PLAN SET CONTENTSkitdomes.com/30vogtMISet.pdfPLAN SET CONTENTS: 1. CONTENTS 2. ELEVATIONS 3. FOUNDATION STEMWALLS LAYOUT 4. PERMANENT 6X6 EMBEDDED BEAMS 5. GROUND LEVEL FLOORPLAN 6](https://reader036.vdocument.in/reader036/viewer/2022071022/5fd6421170c6a34eaf06b1ea/html5/thumbnails/10.jpg)
0SCALE: AT RIGHT
OVER 6" TAMPED GRAVEL.
3.5" RADIANTLY HEATED CONCRETE FLOOR OVER 2" OF
CLOSED CELL RIGID INSULATION
PERIMETER #1 SYP 2X6 SHALL BE ATTACHED TO 6X6 PERIMETER BASE BEAM WITH 3ea 3" #10 316 STAINLESS STEEL SIMPSON 6 LOBE DRIVE
@ 36" MAX. SPACING
PERIMETER FOOTING VIA
MIN.
8in.wide STEMWALL
TOP OF CONC. 6" MIN
6X6 TREATED PERIMETER FORM AND SILL PLATE ATTACHED TO
SIMPSON MASB HDG ANCHORS
EACH MASB HDG ANCHORATTACHED WITH 8 HDG 16D NAILS
PERIMETER OF
#4 VERT. BAR @ 36" O.C.
2 CONTINUOUS STRANDS #4 REBAR W/ 24" LAPS AT SPLICES. REBAR POSITIONED IN CENTER OF FOOTING DITCH AS SHOWN
BOTTOM OF PERIMETER FOOTING DITCH SHALL BE HORIZONTAL/LEVEL. REBAR SHALL BE CONTINUOUS AT STEPS. ALL REBAR AND MASB ANCHORS SHALL BE SECURED IN PLACE PRIOR TO FILLING FORMS WITH MIN. 5 BAG MIX CONCRETE.
1
PERIMETER FOOTING DETAILS
24"
2X4
WALL
RADIANTLY HEATED CONCRETE SLAB REINFORCED WITH HORIZONTAL REBAR TIED TO 3/8" DIA. X 6" HDG LAG BOLTS @ 48" SPACING.
18"18" X 12" FOOTING
FLAT HEAD SCREWS @ 16" SPACING.
3.5" RADIANTLY HEATED
GRAVEL.RIGID INSULATION OVER 6" CONCRETE FLOOR OVER 2" OF
6X6'S ALSO SERVE AS BEARING FOOTINGS FOR
INTERIOR WALLS
SEAL INSULATION SEAMS WITH TAPE TO MAKE CONTINUOUS VAPOR BARRIER
INTERIOR FOOTING DETAILS
2 PER 24" DIA. FOOTING
EMBEDDED 6X6 TREATED BEAMS ATTACHED TO CONCRETE FOOTINGS VIASIMPSON MAS HDG ANCHORS
DETAILS
FOUNDATION
ONE MAS ANCHOR EACH SIDE OF 6X6EACH MAS HDG ANCHOR
ATTACHED WITH 6 HDG 16D NAILS
SUPPORT 6X6 EMBEDDED BEAMS
8" MINIMUM THICKNESS
GRADE
GRADE
BOTTOM OF PERIMETER FOOTING EXCAVATED TO FROSTLINE DEPTHAS REQUIRED PER LOCAL CODES
ABOVE GRADE
24" DIA. CONC. PIERS
10
5
2
SHEET 10
SECTIONCUT-OFFSCALE
EXPANSION STRIPS DIVIDINGCONCRETE FLOOR ARE TREATED 6X6 BEAMSANCHORED TO PIERS
REINFORCED WITH
PERIMETER OF RADIANTLY HEATED CONCRETE SLAB
HORIZONTAL REBAR TIED TO 3/8" DIA. X 6" HDG LAG BOLTS @ 48" SPACING.
FEET
15
6" GRAVEL2" INSULATION
3.5" CONCRETE
![Page 11: PLAN SET CONTENTSkitdomes.com/30vogtMISet.pdfPLAN SET CONTENTS: 1. CONTENTS 2. ELEVATIONS 3. FOUNDATION STEMWALLS LAYOUT 4. PERMANENT 6X6 EMBEDDED BEAMS 5. GROUND LEVEL FLOORPLAN 6](https://reader036.vdocument.in/reader036/viewer/2022071022/5fd6421170c6a34eaf06b1ea/html5/thumbnails/11.jpg)
FEET
NORTH
WEST
10
11
5
0
30
25
15
20
EAST
SOUTHSCALE
CATHRINE VOGT30' DIA. TEN-SIDED HOMEWITH ECONODOME ROOF
5'x5'
WINDOW
SILL @
24"AF
5' GLASS
SLIDING DOOR
32"x32"CASEMENT WINDOWSILL@52"
COVEREDPORCH
183
9/16
in.
PANTRY
30"RH
5'x5' WINDOW
SILL @ 24"AF
5'x5' WINDOW
SILL @ 24"AF
GROUND LEVEL
FLOOR PLANLAYOUT
5' GLA
SS
SLID
ING DOOR
COVEREDPORCH
183 9/16 in.
5'x5' WINDOWSILL @ 24"AF
5'x5' WINDOWSILL @ 24"AF
SUNROOM
5'x5'
WINDOW
SILL @
24"AF
THERAPY ROOM30"RH
60"x60" WINDOWSILL@24" 5' GLASS
SLIDING DOORS
36"RH
CLOSETCLOSET
30"RH
HOTTUB
60"x60" WINDOWSILL@24"
36"RH
TUB &SHOWER
OPENABOVE
TV
111 1/4 in.
32"x48" CASEMENT WINDOWSILL@36"
TYPICAL 10 PLCS.
TYPICAL 10 PLCS.
48"x36" WINDOW
DOUBLE HUNGSILL@48"
RFGR
KITCHENLIVING
ROOMCENTER
24"LH
RAN
GE
DW NKSI
BATHROOM
SK
30"LH WASHER
TOI
DRYER
9'-3 1/4"
SAUNA
MANIFOLDHW
CONCRETE PATIO
TYPICAL ALLTEN SIDES
24"RH
SHLV
32"x48" CASEMENT WINDOWSILL@36"
RAISED CONCRETE
STOOP
5' GLASS
SLIDING DOOR
19-5/8"3'-75
8"
1'-678"
2'-458"
5'-038"
3'-2" 3'-2"
4'-838"
36"
1078"
SCREENWALLG
AS
![Page 12: PLAN SET CONTENTSkitdomes.com/30vogtMISet.pdfPLAN SET CONTENTS: 1. CONTENTS 2. ELEVATIONS 3. FOUNDATION STEMWALLS LAYOUT 4. PERMANENT 6X6 EMBEDDED BEAMS 5. GROUND LEVEL FLOORPLAN 6](https://reader036.vdocument.in/reader036/viewer/2022071022/5fd6421170c6a34eaf06b1ea/html5/thumbnails/12.jpg)
CONSTRUCTION NOTES:1. BEARING WALLS AND BEAMS ON MAIN FLOOR LEVEL MUST BE INSTALLED PRIOR TO CONSTRUCTION OF SECOND STORY FLOOR.2. BEAM OVER KITCHEN ENTRY IS TWO 4X6'SSTACKED ON TOP OF EACH OTHER AND SUPPORTED WITH 2 JACK STUDS ON EACH END. TOP OF UPPER BEAM IS TIGHT TO BOTTOM OF FIRST TOP WALL PLATE. 3. BLOCKING SHALL BE POSITIONED BETWEEN CEILING JOISTS AT 8 FEET MAX. SPACING TO PREVENT TWISTING OF CEILING JOISTS. BLOCKING SHOULD ALSO BE INSTALLED AS NECESSARY TO SUPPORT DRYWALL BELOW AND SUBFLOORING ABOVE FRAMED FLOOR. 4. JOISTS SHALL BE 2X10'S POSITIONED AS SHOWN AT 16" ON CENTER SPACING. 5. LAP TOP PLATES AT ALL WALL INTERSECTIONS SHOWN IN RED TO HOLD WALLS PRIOR TO INSTALLING FLOOR JOISTS.
SECOND FLOOR FRAMING PLAN
ALL 2X6 FLOOR JOISTS ALIGNEDAT 16 INCH ON-CENTER SPACING.
MATERIALS TO FRAME & SHEET FLOOR:2x10's #1 yellow pine kd
40ea @ 16'25 sheets 3/4" advantek T&G subflooring
10
7
9
8
3
65
4
1
2
12
FEET
10
5
0
30
25
15
20
SCALE
![Page 13: PLAN SET CONTENTSkitdomes.com/30vogtMISet.pdfPLAN SET CONTENTS: 1. CONTENTS 2. ELEVATIONS 3. FOUNDATION STEMWALLS LAYOUT 4. PERMANENT 6X6 EMBEDDED BEAMS 5. GROUND LEVEL FLOORPLAN 6](https://reader036.vdocument.in/reader036/viewer/2022071022/5fd6421170c6a34eaf06b1ea/html5/thumbnails/13.jpg)
142-1/2"
39°
SIDE VIEW STAIRS DETAIL
7-5/8"14 RISES
6-1/8"
10-5/16"
10'-1 3/16"
FLOOR
9 7/16" RUN
ATTACH ONE 2X12 STRINGERTO EACH SIDE WALL ONLYGLUE & SCREW RISERS TO BACKOF TREADS --NO CENTER STRINGER
11-1/4"W/ 1-13/16" NOSING
13 TREADS12
'-11 1
/2"
WIDE
8'-11 1/4"
13
2x108-1/16"
FLOOR
![Page 14: PLAN SET CONTENTSkitdomes.com/30vogtMISet.pdfPLAN SET CONTENTS: 1. CONTENTS 2. ELEVATIONS 3. FOUNDATION STEMWALLS LAYOUT 4. PERMANENT 6X6 EMBEDDED BEAMS 5. GROUND LEVEL FLOORPLAN 6](https://reader036.vdocument.in/reader036/viewer/2022071022/5fd6421170c6a34eaf06b1ea/html5/thumbnails/14.jpg)
OUTSIDE VIEW
VIEW SHOWING PRE-DRILLED HOLE PATTERN AND METAL STRAP CROSSING OVER CONNECTION NODE.
THE INTERLACED ARCHES AND TRIANGLES FORMING THE HEMISPHERICALLY SHAPED GEODESIC DOME ROOF TRUSS ARE SIMULTANEOUSLY HELD TENSIONALLY WITH HI-TECH FASTAP SCREWS, STAINLESS STEEL METAL STRAPS, AND, A SELF-SUPPORTING, GEODESIC DOME SHAPED, FRAME AND SHELL.
THIS OCCURS AT LEFT AND RIGHT AT TOP OF TRAPEZOIDS IN 20 PLACES.
BEND STRAPS AROUND STRUTS WHERE NECESSARY.
METAL STRAPS CRISS CROSS OVER ALL NODES
PRE-DRILLED 5/32" DIAMETER HOLES FOR 3" SCREWS
INSTALL STAINLESS STEEL METAL TENSION STRAPS WITH 1.5" STAINLESS STEEL TECO NAILS.SEE SIMPSONSTRONGTIE.COM
USE 5 STRAPS AND BEND AROUND SIDES ON 5 WAY NODES.
OUTSIDE VIEW
TYPICAL 20 GAUGE, 24 INCH LONG, STAINLESS STEEL METAL,TENSION STRAP ATTACHED WITH1.5 INCH STAINLESS STEEL NAILS SEE SIMPSONSTRONGTIE.COM
ON ECONODOME BASIC ROOF TRUSS
SECTION VIEW OF PANEL CONNECTION TYPICAL 2X4 STRUT
THREE METAL STRAPS CRISS-CROSS EVERY6-WAY NODE.
LINES SHOW LOCATIONS OF INTERLOCKING FASTAP SCREWS. FOUR SCREWS ARE LOCATED AT EACH SET OF LINES. 24 OPTIMALLY LOCATED SCREWS SECURELY STITCH EACH AND ALL NODES.
WATERPROOF ROOF SURFACE WITH
MIAMI-DADE COUNTY APPROVED LAPPING 60 MIL WHITE COLORED
SURE WELD CARLISLE TPO TRIANGULAR SHINGLES
LAPS ARE 6 INCHES
ALL ECONODOME LAMINATED 2X4 BASIC AND T-BEAM STRUTS COMPRISED OF #1 KD
SOUTHERN YELLOW PINE LUMBER
14
ATTACH TPO WITH CONTACT GLUEDO NOT USE GLUE WITHIN 4" OFPERIMETER OF TRIANGLE PANELS
ICYNENE R-20 FOAM INSULATION
EXTERIOR SIPS TRI-PANWITH VENT SPACE
2X4 STRUTTYPICAL
ATTACH 4-5/16" THICK SIPS W/ 5.5 INCH HDG MAZE R1595-A 7GA RINGSHANK NAILS 5 PER SIDE ALL PANEL PERIMETERSMIAMI-DADE FL NOA# 11-0425.09
LAMINATED TO1.5" RIGID POLYISO INSULATION
1.5" RIGID POLYISO INSULATION
VENTILATION AIR SPACE7/16" OSB SHEATHING
TOTAL R-VALUE = 40
HEAT WELD TPO OVERLAPS
7/16" OSB SHEATHING
LAMINATED TO
ICYNENE R-20 FOAM
INSULATION
FILL EXTERIOR PANEL GAPS WITH ENERFOAM 42 FROM WWW.DEMANDPRODUCTS.COM
1/2" SHEETROCK
DO NOT BLOCK AIR WAYWITH GAP FILLING FOAM
![Page 15: PLAN SET CONTENTSkitdomes.com/30vogtMISet.pdfPLAN SET CONTENTS: 1. CONTENTS 2. ELEVATIONS 3. FOUNDATION STEMWALLS LAYOUT 4. PERMANENT 6X6 EMBEDDED BEAMS 5. GROUND LEVEL FLOORPLAN 6](https://reader036.vdocument.in/reader036/viewer/2022071022/5fd6421170c6a34eaf06b1ea/html5/thumbnails/15.jpg)
2X6 PERIMETER WALLTOP PLATES
FACTORY ASSEMBLEDVERTICAL TRAPEZOID2X4 KD.
GRADE
3 CRISS CROSSED SS3/4" X 24" X 20GAMETAL STRAPS AT
EACH OF TEN CORNERS.
BOTTOM TREATED 2X6 SILL PLATE OF2X6 PERIMETER WALL
2X10 RIM 2X10 RIM JOIST
3/4" T&G ADVANTECH SUBFLOORING
CONCRETE STEMWALL6X6 SUB-SILL
EXTERIOR STRUCTURAL SHEATHING ON VERTICAL FRAMING IS COMPRISED OF ONE LAYER OF 1/2 INCH CDX PLYWOOD GANG NAILED INTO 6X6 SILL WITH 1.5 INCH #10 SS NAILS. ALL OTHER NAILING OF SHEATHING IS AT 8" SPACING WITH 8D HDG NAILS. SHEATHING IS COVERED WITH 2 LAYERS OF 2" XPS INSULATION. FILL ALL GAPS WITH FOAM. COVER WITH SIDING OF CHOICE. CAULK ALL GAPS WITH PAINTABLE CAULKING BEFORE FINAL PAINT COAT,OR, USE PRE-FINISHED METAL SIDING.
2X6 IN-WALL PERMANENT 45 DEGREE BRACING ATCORNERS WHERE POSSIBLE.
LAP TOP 2X6 TIE PLATE OVER MITERED 2X6 PLATE
JUST ABOVE TOP OF 4X6 CORNER POST SIDING ON VERTICAL
WALLS MUST BE INSTALLED WITH VENT SPACE AND PAINTED PRIOR TO ATTACHING OVERLAPPING TPO COVERING ROOF SURFACE OVER TOP EDGE OF SIDING.
LOWERPERIMETER
WALL
15
TRIANGULATED AND MODIFIED THREE DIMENSIONAL GEODESIC ROOF TRUSS FORMS BRACED HEMISPHERE WITH VERTICAL SURFACES FOR BEDROOM EGRESS WINDOWS
4X6 RIPPED TO FIT CORNER POST
3/4" T&G ADVANTECH SUBFLOORING
EACH OUTSIDE BUILT-UP CORNER POST SECURED WITH TWO SIMPSON STHD8ATTACHED WITH 24 #10 1.5" SS NAILS.
STHD8
STHD8
GRADE
![Page 16: PLAN SET CONTENTSkitdomes.com/30vogtMISet.pdfPLAN SET CONTENTS: 1. CONTENTS 2. ELEVATIONS 3. FOUNDATION STEMWALLS LAYOUT 4. PERMANENT 6X6 EMBEDDED BEAMS 5. GROUND LEVEL FLOORPLAN 6](https://reader036.vdocument.in/reader036/viewer/2022071022/5fd6421170c6a34eaf06b1ea/html5/thumbnails/16.jpg)
134"
916"
134" 9
16"
RIPPED TO FIT 4X6 CORNER
POST
TEN STANDARD 8' 2X6 PERIMETER WALLS ARE JOINED WITH RIPPED TO FIT 4x6 CORNER POSTS.
4X6 CORNER POST RIPPED TO FIT FLUSH AT OUTSIDECORNERS AND FLUSHTO ADJACENT 2X6 STUDS
16
2-13/16"
RIP4X6@18°2
X6
2X6
2-13/16"CORNERTO STUD
2X
6
2X6
SETBACK
MATERIALS TO FRAME & BRACE & JOIN PERIMETER 2X6 WALLS 10ea 92-5/8" ripped-to-fit 4X6 CORNER POSTS cut from 8' 4x6's
150ea 92-5/8" 2x6 pre cut 8' studs16ea 10' treated 2x6's for sill plates40ea 16' 2x6 KD SYP lumber for framed openings and braces POST DETAIL
![Page 17: PLAN SET CONTENTSkitdomes.com/30vogtMISet.pdfPLAN SET CONTENTS: 1. CONTENTS 2. ELEVATIONS 3. FOUNDATION STEMWALLS LAYOUT 4. PERMANENT 6X6 EMBEDDED BEAMS 5. GROUND LEVEL FLOORPLAN 6](https://reader036.vdocument.in/reader036/viewer/2022071022/5fd6421170c6a34eaf06b1ea/html5/thumbnails/17.jpg)
Electrical Plan:1. Exhaust fans may be installed in bathrooms.2. Light switches and fixtures shall not be connected to GFI circuits.3. GFI circuits shall be installed above counters in kitchen and baths.4. GFI circuits shall be installed for outside weatherproof outlets.5. Breaker box shall be 200 amp service breaker box located under stairs.6. Electrical supply lines to breaker box shall run underground.7. Switches shall be located 42 inches above floor, inside room, and about six inches from doorways.8. Light fixtures shall be located as desired by owners.9. 220 outlet with #10 copper wire shall be provided for dryer.10. Outside lights shall be adjacent exterior doors at minimum.11. Outdoor GFI waterproof outlets positioned as desired by owners.12. Lighting shall be installed above sinks.13. There shall be a two-way switch at both ends of staircase.14. 3 optional 9,000btu mini-split HVAC to be mounted on both floors and therapy room..15. Primary heating shall be in-floor radiant heating with pump connections located behind removeable panel inside sauna room. 16. Outlets near floor shall be positioned 12 inches above floor level.17. Outlet wiring shall be done with romex 12-2 with ground except for dryer (10-3) 18. Two 2/0 phase leads and one 1/0 neutral lead from meter to 200 amp breaker box.19. Maximum distance between outlets will be 12 feet measured along wall. 20. Wiring for lighting shall be done with romex 12-2 w/ ground and romex 12-3 w/ ground. 21. Inside breaker box neutral incoming lead will connect to 3 solid #4 guage copper wires: One connects to 8ft. copper grounding rod driven into the earth adjacent the breaker box. One lead connects to the neutral buss, normally on the left within the breaker box.. One lead connects to the grounding bar within the breaker box.
ELECTRICAL PLAN 17
![Page 18: PLAN SET CONTENTSkitdomes.com/30vogtMISet.pdfPLAN SET CONTENTS: 1. CONTENTS 2. ELEVATIONS 3. FOUNDATION STEMWALLS LAYOUT 4. PERMANENT 6X6 EMBEDDED BEAMS 5. GROUND LEVEL FLOORPLAN 6](https://reader036.vdocument.in/reader036/viewer/2022071022/5fd6421170c6a34eaf06b1ea/html5/thumbnails/18.jpg)
EXTERIOR TRI-PANEL CUTS
PROCEDURE NOTES:
1. PRIOR TO ASSEMBLY OF GEODESIC ROOF TRUSSASSEMBLE ONE TRIANGLE OF EACH OF THE SIX TYPES (SEE ASSEMBLY DIAGRAM). ALSO INSTALL BLOCKING COMPONENTS WITHIN EACH TRIANGLE.2. CUT ONE PATTERN FOR EACH OF THE SIX TRIANGLE TYPES.3. BEFORE PROCEEDING CHECK FITS ON ASSEMBLED TRIANGLES.4. LABEL EACH PATTERN AS SHOWN ON THIS PAGE.5. DRAW A LINE ACROSS THE CENTER OF EACH TRIANGLE THAT MARKS THE CENTER OF THE CENTER BLOCK ACROSS EACH TRIANGLE.6. ENSURE THAT ALL TRIANGLES ARE LABELED CORRECTLY.
414"
2'-858"
4'-1118"
5'-338"
2 13/16"
3'-334"
3'-334"
518"
3 5/8"
5'-178"
2 13/16"
414"5'-33
8"
334"
2'-858"
4'-1118"
518"
3 5/8"
5'-178"
2'-858"
414"
5'-338"
2'-858"
5'-338"
414"
4'-1014"4516"
234"
4'-1014"4516"
334"
18
![Page 19: PLAN SET CONTENTSkitdomes.com/30vogtMISet.pdfPLAN SET CONTENTS: 1. CONTENTS 2. ELEVATIONS 3. FOUNDATION STEMWALLS LAYOUT 4. PERMANENT 6X6 EMBEDDED BEAMS 5. GROUND LEVEL FLOORPLAN 6](https://reader036.vdocument.in/reader036/viewer/2022071022/5fd6421170c6a34eaf06b1ea/html5/thumbnails/19.jpg)
B
4
V V
B
C1>
C2>
V V4
C1>
C1>
3
D2>
3
5
V V
V VA>
A>
C1>26
C1>
4
F> V V
B
D1>
D2>F>
C2>
5D2>
D1>
6
5
6
3V V E
D2>
F>
D1>
V V
E3
E
V V
V V E
6
V VB
D2>
D1>
C2>
BV V
4F>
25
C2> C1>
A>
A>
A>
4
B4
42
B
V V
C1>
F>
F>V V
6
D2>
E3
D1>
V V
5 D1>
6E
3
1
D2>
F>
3 D2>
F>
5
2
C2>
D1>
1 E
V V
E
2
C1>
6
C2>
C1>
5
D1>
3
62
V V
A>
4
B A>
F>
C2>
V V
E
52
C2>
5
D1>
V VB
V V
4V V B
26 C1>
C2>
D2>
F>
V V
C2>
2C1>
A>A>
44
4
B
A>
F >
V V
B4
A>
B A>
EV V
V V
C1>
E
5F>
D1>F>
3
6 D2>
C2>
2
3
D1>
C1>
F>
C2>2 5
D2>
D1>
6
D2>3
V V
E
1
56 F>
D1>
V V
E
qty=25
C2>
D1>
V V
qty=20
D2>
D2>
D1>
E
B
qty=25
D2>
F>
C1>
qty=30
V V
A>
B
V V
A>
PATTERNBLOCKING
PLUS 10 VERTICAL TRAPEZOIDS AT PERIMETERV V
C2>
D2>
D1>
2
C1>
V V
D1>
F>
C1>
F>
D2>
C2>
B V V
F>
5 4
A>
V V
B
C2>V V
B
C2>
2 A>
4
6
C1>
2
A>
A>
44B
V V A>
2
B4
V V
C1 >
6
F>
5
D2>2
C2>
D1>
V V
1
C1>
6
D1>
3
F>5
V V3
D2>
5 D1>
E2
V V
A> 4
B
A>
B
A>
4
C2> 5
F>
6C2>
5
3
EV V
3D2>
6
D1>
E
D1>
E V V
D2>
2 C2>
C1>
6 5
F>
C1>2
63
D2>
F>5
A>
44
A>
V V
B
V V B
F>
4
B
A>
44
A>
B
V V
A>
Panel #
B
A>
V V
V V
B
F>
2
C2>
E
1
V V
D2>
C2>
5
F>
6
D2>
D1>
V V
3
E
F>
5
D1> C2>
2V V B2
A>
44
V V
B
6
C1> 2
B
V V
A>
4A>
4
A> 4
3
D1>
F>
C1>6
V V
D2>
3
3E
C2>C1>2
B
V V
F>62
D2>
5D1>
D1 >
6
D2>
5
F>
C1>
5
C2>
V
VE
EXT TRIANGULAR PANELS
skylightframeqty=5
C1>
6
F>
E
V V
V V E
1 E,E,E QTY=5
6 F,D2,C1 QTY=25 EXT...20 INTERIOR TRIPANS 5 F,C2,D1 QTY=25 EXT...20 INTERIOR TRIPANS 4 B,A,A QTY=30 3 E,D2,D1 QTY=20 2 B,C1,C2 QTY=25
130 TOTAL
qty=25
C1>
C2>
TRIPAN1
TRIPAN2
TRIPAN4
TRIPAN6
TRIPAN5
TRIPAN3
20 INTERIOR TRIPANS
20 INTERIOR TRIPANS
19
![Page 20: PLAN SET CONTENTSkitdomes.com/30vogtMISet.pdfPLAN SET CONTENTS: 1. CONTENTS 2. ELEVATIONS 3. FOUNDATION STEMWALLS LAYOUT 4. PERMANENT 6X6 EMBEDDED BEAMS 5. GROUND LEVEL FLOORPLAN 6](https://reader036.vdocument.in/reader036/viewer/2022071022/5fd6421170c6a34eaf06b1ea/html5/thumbnails/20.jpg)
EconOdome frame kit may be assembled above a ten equallength perimeterwalls, a floor, or a flat surface.
Component position pattern repeats
five times.
All struts aredirectional
as indicated by arrows.
All struts markedwith letters and direction on outside edges.
5/27/2015DATE
Assembled as viewed from outside.
![Page 21: PLAN SET CONTENTSkitdomes.com/30vogtMISet.pdfPLAN SET CONTENTS: 1. CONTENTS 2. ELEVATIONS 3. FOUNDATION STEMWALLS LAYOUT 4. PERMANENT 6X6 EMBEDDED BEAMS 5. GROUND LEVEL FLOORPLAN 6](https://reader036.vdocument.in/reader036/viewer/2022071022/5fd6421170c6a34eaf06b1ea/html5/thumbnails/21.jpg)
21
![Page 22: PLAN SET CONTENTSkitdomes.com/30vogtMISet.pdfPLAN SET CONTENTS: 1. CONTENTS 2. ELEVATIONS 3. FOUNDATION STEMWALLS LAYOUT 4. PERMANENT 6X6 EMBEDDED BEAMS 5. GROUND LEVEL FLOORPLAN 6](https://reader036.vdocument.in/reader036/viewer/2022071022/5fd6421170c6a34eaf06b1ea/html5/thumbnails/22.jpg)
WINDOWS PER PLANS5ea 2'x2' Velux CURB MOUNT "no-leak" skylightsDOORS PER PLANS2ea toilets
KITCHEN BASE CABINETS & ABOVE CABINETS AND/OR SHELVESKITCHEN COUNTERS WITH UNDERMOUNT DOUBLE SINKPER PLANS1ea DISHWASHER
3EA 9,000 BTU MINI SPLIT HVAC UNITS + 1 EVAP UNIT.1EA on demand tankless heaters.optional finish flooring as desired.
30' DIAMETER 3 BEDROOM DOME HOME WITH SUNROOM AND THERAPY ROOM
30' DIA. 2X4 BASIC ECONODOME FRAME KIT INCLUDING: 190 PRE-DRILLED ECONODOME STRUTS 3,500 FASTAP SCREWS 300 STAINLESS STEEL STRAPS 3,000 STAINLESS STEEL NAILS WINDOW, DOOR, & SKYLIGHT FRAMING 10 PREFABRICATED VERTICAL TRAPEZOIDS PRE-CUT & PRE-DRILLED 2X4 BLOCKING FOR TRIANGLES BETWEEN TRAPEZOIDS + SKYLIGHT FRAMING PER PLANS.....COST..$ 6,750 EXTERIOR INSULATED R-30 TRIANGLE PANELS...$ 5,000130 PRE-CUT 60 MIL TPO TRIANGLE SHINGLES...$ 4,0008' 2X6 PERIMETER RISER WALL FRAME KIT WITHRIPPED TO FIT 4X6 CORNER POSTS..................$ 2,500 TOTAL COST OF KITS TO BE ORDERED FROM FAZE CHANGE PRODUX...................................$18,250MINUS $2,500 FOR RISER WALL ORDERED SEPARATELY= $15,750 FOR KITS MINUS RISER WALL KIT 50% START DEPOSIT = $7,875 FOR KITSAFTER RISER WALL IS COMPLETED.
COMPLETE LIST OF ECONODOME PRE-CUT KITSTHAT WILL NEED TO BE ORDEREDFROM FAZE CHANGE PRODUX:
UNDERGROUND ELECTRIC WIRE:TO METER FROM BREAKER BOX:2 2/0 COPPER SUPPLY WIRES-16'1 1/0 COPPER SUPPLY WIRES-16'ABOVE GROUND ELECTRIC SUPPLIES:3 LEAD 14 GA ROMEX (FOR LIGHTING) 500 FT.3 LEAD 10 GA ROMEX (FOR DRYER) 25 FT.3 LEAD 12 GA ROMEX (FOR OUTLETS) 500 FT.200 AMP BREAKER BOX3ea 30A 240V BREAKERs FOR DRYER & HVAC'S3 GFI 20 AMP BREAKERS FOR KIT, BA, EXT.4 20A BREAKERS FOR OUTLETS & FIXTURES2 exterior waterproof outlets boxes12ea 4x4 fixture mount boxes.36ea single outlet and switch boxes.6ea double switch boxes.light/fan fixtures as required.
5ea 3" dia. 10' lengths of pvc pipes7ea 2" dia. 10' lengths of pvc pipes4ea 3"x2" 45° Y pvc fittings1ea 3"x3" 45° y pvc fittings5ea 2" pvc couplings5ea 3" pvc couplings2ea 2" pvc shower traps
UNDERGROUND PLUMBING MATERIALS:
22
MATERIALS LISTSFOR DIY
OWNER/BUILDERSEE PLANS FOR MORE INFO ON ADDITIONAL NECESSARY CONSTRUCTION MATERIALS
TO BUILD FOUNDATION, FLOORS, AND INTERIOR WALLS.
1 ea 48"x36" one piece fiberglass shower
80ea 4'x8' sheets of 1/2" sheetrock6ea 5gal. pails all purpose drywall mud for finishing and texture3ea-250' rolls paper tape for drywall
5gal primer paint-5gal flat paint-2gal enamel paintkitchen cabinets and counters per plans
PARTIAL LISTS OF MATERIALS TO BE PURCHASED LOCALLYAND CUT-TO-FIT (IF NECESSARY) ON-SITE
![Page 23: PLAN SET CONTENTSkitdomes.com/30vogtMISet.pdfPLAN SET CONTENTS: 1. CONTENTS 2. ELEVATIONS 3. FOUNDATION STEMWALLS LAYOUT 4. PERMANENT 6X6 EMBEDDED BEAMS 5. GROUND LEVEL FLOORPLAN 6](https://reader036.vdocument.in/reader036/viewer/2022071022/5fd6421170c6a34eaf06b1ea/html5/thumbnails/23.jpg)
CONSTRUCTION NOTES FOR INTERIOR WALL & FLOOR FRAMING:
1. BEARING WALLS AND BEAMS ON MAIN FLOOR MUST BE INSTALLED PRIOR TO CONSTRUCTION OF SECOND STORY FLOOR.
2. BEARING WALLS ARE ATTACHED TO EMBEDDED BEAMS WITH 16D NAILS OR 3" DECK SCREWS AT MAXIMUM SPACING OF 16". 3. BLOCKING SHALL BE POSITIONED BETWEEN 2X10 CEILING JOISTS AT 8 FEET MAX. SPACING (NOT DRAWN) TO PREVENT TWISTING OF CEILING JOISTS. BLOCKING SHOULD ALSO BE INSTALLED AS NECESSARY TO SUPPORT DRYWALL BELOW AND SUBFLOORING ABOVE. 4. JOISTS SHALL BE 2X10'S POSITIONED AS SHOWN AT ON FLOOR FRAME DRAWING @ 16" ON CENTER SPACING. 5. LAP TOP PLATES AT ALL WALL INTERSECTIONS AND SECURE WITH A MIN. OF 4-16D NAILS OR 4-3" #10 DECK SCREWS TO SECURE WALLS PRIOR TO INSTALLATION OF FLOOR JOISTS.
1. PRE-CUT TOP AND BOTTOM PLATES WITH AN 18° ANGLE ON THE ENDS. THE ANGLES WILL FLARE INWARD ON BOTH ENDS OF THE PLATES. THE TOP-TOP PLATE WILL LAP AT THE CORNERS AND BE CUT IN-PLACE. ALL MEASUREMENTS ARE TAKEN ALONG THE OUTSIDE EDGE OF THE PLATES. 2. RIP CUT 10ea 92-5/8" 4X6 CORNER POSTS PER SHEET 16. CUT COMPONENTS TO LENGTH AND PRE-ASSEMBLE EACH WALL ON A FLAT SURFACE. LABEL EACH WALL. 4. ATTACH 2X6 WALLS FLUSH TO THE OUTSIDE OF THE TREATED 6X6 IMBEDDED FLOOR PERIMETER BEAMS.
5. CONNECT THE WALLS VIA RIPPED TO FIT 4X6 CORNER POSTS. USE TWO 3" SCREWS @ 16" SPACING. CONNECT 2X6 ENDS WITH THREE 3" #10 SS SCREWS (OR 3-16D HDG NAILS) ON EACH END.
6. TO PROVIDE BACKING FOR ATTACHING INTERIOR WALLS: POSITION 2X4 "WALL TIE" BLOCKS WHERE NECESSARY.
7. FRAME SQUARES IN CORNERS OF PERIMETER WALLS AND INSTALL 45° BRACES WHERE POSSIBLE TO SQUARE WALL. DO NOT INSTALL WALL SHEATHING UNTIL ROOF IS COMPLETED SO THAT SHEETING MATERIALS ARE KEPT DRY.
CONSTRUCTION NOTES FOR BUILDING AND ASSSEMBLING MAIN LEVEL PERIMETER WALL :
23
![Page 24: PLAN SET CONTENTSkitdomes.com/30vogtMISet.pdfPLAN SET CONTENTS: 1. CONTENTS 2. ELEVATIONS 3. FOUNDATION STEMWALLS LAYOUT 4. PERMANENT 6X6 EMBEDDED BEAMS 5. GROUND LEVEL FLOORPLAN 6](https://reader036.vdocument.in/reader036/viewer/2022071022/5fd6421170c6a34eaf06b1ea/html5/thumbnails/24.jpg)
FRAMING ASSEMBLY DETAIL FOR TEN TRAPEZOIDS ON LOWER PERIMETER OF ECON-O-DOME FRAME ALSO SHOWN ARE CONNECTING TRIANGLES DRAWN AS VIEWED FROM OUTSIDE FRAME
4 HI-TENSION 12.5 GA WIRES ENCIRCLE BUILDING HERE.WIRE ENDS ARE SPLICED USING A FIGURE 8 KNOT.WIRES ARE TENSIONED BY TWISTING WITH 1/4"X6" LAGS BOLTS.INSERT LAG BOLT INTO FRAMING TO MAINTAIN PERMANENT TENSION.
6 WIRES ARE THREADED THRU 3/4" HOLES. HOLES ARE LOCATED 1" FROM OUTSIDE EDGE AND 3.5" BELOW HORIZONTAL FRAMING. SPLICE ENDS ONE AT A TIME. WHEN ALL WIRES ARE IN PLACE. INSERT BOLT BETWEEN WIRES AND TWIST LAG BOLTS AT SEVERAL LOCATIONS UNTIL WIRES ARE TAUT. APPLY TENSION BY TWISTING BOLTS. CHECK TENSION BY LISTENING FOR TONE WHILE TAPPING CABLE. STOP WHEN YOU HEAR TONE. DO NOT OVERTIGHTEN.
24
TENSION BY TWISTING LAG BOLTS AS NECESSARY
3'-10 3/4"
B BASE TRAPEZOID 30FT DIAMETERECON-O-DOME FRAME
B
V V
F1Z>
2'-8 1/4"
4'-1"
2'-8 1/4"
F2Z>
D1Z>2'-2 3/8"
4'-10 1/2"
V V
E
D2Z>
2'-2 3/8"
E BASE TRAPEZOID
ONE 1/4 INCH DIAMETER (7X19) GALV. AIRCRAFT CABLE WITH 7,000 POUND BREAKING STREGTH MAY BE USED INSTEAD OF FOUR 12.5 GUAGE HI-TENSION WIRES EACH WITH A BREAKING STRENGTH OF 1540 POUNDS. USE PROPERLY SIZED THIMBLES AND CABLE CLAMPS TO MAKE WIRE OR CABLE CONNECTIONS. USE A RATED TURNBUCKLE TO TENSION A SINGLE CABLE.
ALL TRIANGLES AND TRAPEZOIDS ARE FRAMED AS SHOWN
4' 4'
4'-2
1/2
"
BEST WIRE KNOT
WRAP WIRE AROUND FRAMINGADJACENT DOOR OPENINGSAND SECURE TO TAUT WIRE.
![Page 25: PLAN SET CONTENTSkitdomes.com/30vogtMISet.pdfPLAN SET CONTENTS: 1. CONTENTS 2. ELEVATIONS 3. FOUNDATION STEMWALLS LAYOUT 4. PERMANENT 6X6 EMBEDDED BEAMS 5. GROUND LEVEL FLOORPLAN 6](https://reader036.vdocument.in/reader036/viewer/2022071022/5fd6421170c6a34eaf06b1ea/html5/thumbnails/25.jpg)
6
2
Assembled as viewed
from INSIDE
Component position pattern repeats five times around. All struts aredirectional as indicated by arrows.
All strutsmarked
with letters and direction
on edges.RED LETTERS
ON STRUT EDGES
FACE TO THE INSIDE OF THE
DOME
5
5
4 4
2
4
4
6
4
2
26
2
3
5
6
2
1
63
3
6
5
3
2
5
BLACKNUMBERSINDICATETRIANGLEPANEL NUMBERS
Econ-O-Dome frame kit may be assembled above
a ten sided riser wall,
floor, or flat surface.
25
5 4
4
4
6
4
2
3
4
5
6
1
6
2 3
2
3
6
5
![Page 26: PLAN SET CONTENTSkitdomes.com/30vogtMISet.pdfPLAN SET CONTENTS: 1. CONTENTS 2. ELEVATIONS 3. FOUNDATION STEMWALLS LAYOUT 4. PERMANENT 6X6 EMBEDDED BEAMS 5. GROUND LEVEL FLOORPLAN 6](https://reader036.vdocument.in/reader036/viewer/2022071022/5fd6421170c6a34eaf06b1ea/html5/thumbnails/26.jpg)
5 25 V V C2>B D2> V VD1>
V V1
C2>
F>
V VB
5D1>
C2>
4
D1Z>
V V
V V
6 25
TRIANGLE PANELSTOTAL 130
V V
C1J>6
B
2
A>
4
EZ
D2Z
>
F1Z>
BZ
A>
C2J>
B
V V C2>F2>
V V
V V
4
V V
F1Z>
4
A>
4 A>
4 B
B
A>4A>
BZ
D2>
D1>5C1J>
C2>
6 D2Z>
C1>
F>2
62
D2> 63
V V
EZ
3
D1> 5
F>
V V
E
V V
D1>
C1>
5
V V
C2>
V VE
D2>
D1>
C1>
5 2
F>6 5
D2>
33
F> 6
F>B V V
C1>
2 6
D2>V V
3
E
1
E
D1>
F>
C1>
4
A>
B
V V
C1>
C2>25
4A>
4
A>
B
V V
A> 2 E
D1>
F>
63 D
2>
D2>
63
A>
V V2 A>
V VE
C1>
C2>
D2>
3
D1>
5
F>5
6
C2>
5
E
V V1
D1>
3
B
2
V V
4V V
4
6
A>
B 4
2
C1>
C2>
B
F> 5
4
A>
V V
A>
4
C2>
2B
C1> V V
4 A>
F1Z>
A>
4
V V
5
C2J>
C1>
A>
BV V24
B2
D1Z>
F2>
4
A>
4
A>V V BZ
26
D1>
2
F>
D2>
C1>
C2>
V V2 E
V V
D1>
C1>
5
D2> F>
6
63
D2>
6
C2> C1
>
B
2
B
V VE
1
V V E 3
D1>
E
F>
C2>
5
C1>
D2>
6
3
F>
3
D2>
6
2
D1> C2
>
5
B
V V
F>5
D1Z
>
D1>
C2>
C1J>6
5
D2Z>
D2>
3
6
V
VEZ
5
F2>
V V
A> 4
C2J>B
V V
C1>
22
B
A> 4
A>
4
A>
A>
4 4
V VBZ
V V
F2>
Panel # Quantity
2 25 3 20 4 30
1 5 C2>
6D2>
F>
V V
C2J> C1
>
2
D1Z>
56
D2>
V VD1> E3
5
D2Z>
F>
D1>EZ3
5
F1Z>
BZV V
5
A>
C1> C2>
D1>
E 3
V V2
2
C1J>6
B
V V
B
4A>
C1>6 D2>
F>
3
4
A>
A>4
4
V V
2
B
B4
A>
C1J>
D2Z>
F2>
D1Z>
D2>
5
C2>
V VE
EV V1
D1>
3
C2J>2
C1>6F>
5
D1>
D2>
C1>6
5F>
C2>
3
V V
EZ
26
B V V F1Z>