Basement studio-room project in Boston area
Posted: Tue Apr 11, 2006 7:54 pm
Hi to all:
Been lurking for a few days on this forum, reading past posts (and the ‘stickies’ and reference sections).
Just registered last nite, and am now posting about my proposed project.
(to try to save time, I’ve tried to ‘bullet’ stuff as much as I could).
Geographic region:
- MA, on North Shore of Boston.
Community:
- Suburban, residential, family.
- Privately-owned
Proposed studio/room location:
- Basement
- Exact location within basement has some flexibility
- Project start date: started! (Construction imminent)
Main existing building:
- one-story ranch house
- full basement
- NG forced-air furnace, NG water heater, full laundry (gas & electric) in basement
- Poured concrete basement floor and walls (full-height to sills)
- Wooden-framed (softwood) upper-level; hardwood (red oak) floors; sheet-rocked walls and ceilings
- 10,000 ft2 lot size; 1500 ft2 living space (excluding basement)
- Ca. 1959-60 construction date
Studio/room proposed purposes:
- (mainly) acoustic & low-level electric instrument rehearsal and recording
- Vocal rehearsal and recording
- Rarely, if ever: drum kits, or large amplifiers.
- Home theater and entertainment
- 90 db, presumed maximum SPL (Occasionally 100 db? How loud can I sing without amplification?)
- when not recording or rehearsing (majority of time), isolation of room NOT required (doors/windows can open for ventilation)
- NEED to be isolated from floor above when I sing (yes, it's that bad, lol); that is, I don't want anybody in the room above to hear me
Basement specs:
- Height (from poured concrete floor to bottom of joists): 7’3”
- Poured concrete walls extend from floor to sills
- 6 x 8 center beam, with filled steel columns spaced every 8 feet along beam.
- Joists (above): 2 x 8; 16” OC; 12 foot spans from sills to center beam; crossed bracing straps
- Sub-floor (above): 1 x 8 planks
- Dry (no uncontrolled water issues (2 sumps)); dehumidified
- Very cool, even in summers (most of basement is well below grade)
Basic proposed studio/room specs:
Dimensions:
- Floor: 14’ x 20’ (approximate outside); 12’6” x 18’6” (approximate inside)
- Ceiling: 6’ 8” (approximate inside; one area 6’ 2”, to accommodate heating ducts) –
- 2 sides of studio/room to be directly along poured concrete basement wall; the other 2 sides adjacent to the remaining space of basement (one wall has an outer adjacent, unattached stair case leading to the main floor)
- One entrance way (to main basement, 5 feet from outside basement entrance)
- 2 windowed areas, along one concrete wall, facing outside ( approximately 17 by 32 inches, spaced 10 feet apart)
Construction:
- Wooden-framed, double-walls, double-ceilings; 2-layers 5/8” sheet-rock (or 3 layers ½” Durock) per leaf (this may depend on location)
- Double-walls, even along the concrete (including outer leaf sheet-rock, approximately one to two inches from poured concrete wall)
- (2) 2 x 3 parallel base plates, spaced 1” apart
- 2 x 4 studs, 16” OC
- 2 x 3 top plates (inner top plate height lower to accommodate inner ceiling)
- 4 trusses: 2 resting on outer wall top plate; 2 resting on inner wall top plate , bisecting length of room, 2 on each side of main heating duct; longest span 13 feet
- Each truss constructed from 2 parallel (horizontal on edges) 2 x 6 ‘s (or 2 x 4 ‘s ?), separated by short pieces (about 9 inches) of 2 x 4 studs, all secured (somehow) with metal bracing
- 2 x 4 (or 2 x 6) outer ceiling joists; longest span 11 feet (on one side of ducts)
- 2 x 3 inner ceiling joist; longest span 10 feet
- Floor to remain concrete (may be painted?)
- Double, isolated, solid, entrance doors (both standard width, but different heights); one attached to inner wall, one attached to outer wall
- Double (opening) windows; 12 inches between each window pane; multi-layer (4?) sheet-rock for window soffits (but leaving one or one-half inch gap between wall leaves.
- Fiberglass insulation between wall and ceiling leaves, and between outer ceiling joists and main floor joists
- Electrical supply would be fed via long, doubled-back, isolated conduit; all lighting and wiring will be surface-mount via conduit, surface boxes, table fixtures, or track lighting (or maybe plug-mold)
Misc.:
- Furnace, water heater, meters, TV cable, water supply or lines, laundry, electrical panel, and outside door, are NOT near proposed studio/room location
- Telephone service cable is in corner, above proposed location; will be conduit-ed along sill past the studio/room
- A main furnace duct runs below existing joists, and above proposed location, nearly bisecting it.
- 2 between-joist, heating ducts are above proposed space, each beginning above main duct and ending on opposite walls
- Nothing is below concrete floor for except solid earth (therefore no treatment?)
Concerns and (some) potential problems:
Spans of ceiling joists:
- 2 x 4, or 2 x 6 (?) ; no ‘extra’ room for 2 x 6 joists (especially inner ceiling joists)
- If joists are of oak, maple, yellow pine, metal, etc., could 2 x 4 joists be sufficient?
- If joist spacing is decreased, could 2 x 4 joists be sufficient?
- Conflicting numbers from span ‘calculators’
- Is ‘live load’ of any consideration?
- Does ‘dead load’ include joist weight also (not just external load)? Why?
Floor:
- Any problem leaving floor concrete exposed, since only solid earth is below it?
Windows:
- Is leaving existing basement window and glass (thin) a possibility?
- Thickness of inner window?
- Should I double-leaf the soffits or leave them ‘open’ to the leaf space?
Leaf spacing:
- How much of a compromise is the decreased leaf spacing of the ceiling or of the areas surrounding ducts?
- Will putting an outside wall within 2 inches of concrete wall constitute an additional leaf, or otherwise be a compromise (even if there is no ‘seal’ between the sheet-rock and concrete)?
Other thoughts:
The ‘adding extra leaf’ concept:
- From looking at all the pictures of how adding extra inner leaves decreases performance, I noticed that none of these leaves pictured a ‘free-floating’ extra leaf; indeed, all of the permutations had sheet-rock affixed to the studs which supported the 2 original leaves; having the sheet-rock attached to the same studs itself could probably a big factor in the performance decrease.
- I’m wondering: if the total space between the original leaves remained the same, and if the extra leaf was not attached to the either original leaves, what would the performance be (not that I’m even considering doing it). Of course, this additional leaf must isolate both compartments, otherwise wouldn’t it really then be just a ‘baffle’?
Span calculators:
- I had always understood that most hardwoods, such as oak, maple, birch, etc. (and even some softwoods), had greater strength than spruce, balsam, or pine; why does that linked span calculator (from several posts on this forum) actually end up DECREASING the maximum allowable span when one changes from, for example, spruce to white oak or maple? Is it more of a deflection issue than of strength? For me, it is counterintuitive.
- I found at least 2 span charts that list an apparently higher maximum span for the same input criteria, than does that span calculator – I don’t understand why this is so (other than the possibility of different regional regulations being used).
thanx,
Kenni
PICTURE DESCRIPTIONS:
(NOTE THAT ALL STUDS AND INSULATION SEEN ARE FROM OLD CONSTRUCTION AND WILL BE TORN DOWN)
FIRST PICTURE:
Shows the 2 biggest ‘meanies’, the 6 x 8 center-beam and the main heating duct (drops 10 inches from floor joists).
On the concrete walls is OLD construction that will be torn down shortly.
Above the beam are 2 x 8 floor joists, and really not much room to put in 2 x 6 isolated ceiling joists (for the outer leaf), so I’m scrambling to find an alternative (possibly ‘sistering’ smaller metal or wood 2 x 4’s to gain span strength).
SECOND PICTURE:
Here is view of the top of the existing concrete wall and floor joists.
Top of the concrete is only 3 ½ inches from the bottom of the floor joists.
Top plate and studs you see are OLD work and will be removed.
NEW top plates for the outer leaf of the wall will be in approximately same position, although 1 inch below the floor joists (and not attached).
Note that the door will not be within the studio/room; the communicating double doors to the studio/room will be about 4 feet opposite this door.
THIRD PICTURE:
Another shot of the floor joists near a concrete wall.
The white telephone line is an approximately the same position as the outer leaf top plate would be.
Note the OLD work studs (attached directly to the floor joists!) and insulation, that will be removed before new construction begins.
FOURTH PICTURE:
Cross-bracing between the 2 x 8 floor joists.
The big reasons I would like to avoid using 2 x 6’s as outer ceiling joists between them are these braces, the 2 between joist-heating ducts, and that the bottom of the floor joists is just 7’3” from the concrete floor.
FIFTH PICTURE:
Here is a wider shot of the 6 x 8 beam, the main heating duct, the two between-joist heating ducts, the steel post, and the 2 x 8 floor joists.
Note the OLD work strapping, which will soon be removed (as will the old studs and insulation).
SIXTH PICTURE:
Closer view of the pole, the beam, the main duct, the between-joist ducts, and the 2 x 8 floor joists.
The beam and main duct will be ‘ducked’ by both leaves of the ceiling.
I’m planning on building trusses that bridge between the walls (4 trusses total).
These would be placed on both sides of the beam and main duct area (2 on each side), and would be used as support for each of the ceiling leaf’s joists.
The steel pole will be also enclosed within double-walling, and this will be used as center-support for the trusses (all isolated, of course).
****
I will be taking pics of my floor plans and detail diagrams for construction ideas.
I will also be posting more pics of other things, like where the stair case is, etc.
PLEASE FEEL FREE TO MAKE ANY COMMENTS. PLEASE PLEASE.
Been lurking for a few days on this forum, reading past posts (and the ‘stickies’ and reference sections).
Just registered last nite, and am now posting about my proposed project.
(to try to save time, I’ve tried to ‘bullet’ stuff as much as I could).
Geographic region:
- MA, on North Shore of Boston.
Community:
- Suburban, residential, family.
- Privately-owned
Proposed studio/room location:
- Basement
- Exact location within basement has some flexibility
- Project start date: started! (Construction imminent)
Main existing building:
- one-story ranch house
- full basement
- NG forced-air furnace, NG water heater, full laundry (gas & electric) in basement
- Poured concrete basement floor and walls (full-height to sills)
- Wooden-framed (softwood) upper-level; hardwood (red oak) floors; sheet-rocked walls and ceilings
- 10,000 ft2 lot size; 1500 ft2 living space (excluding basement)
- Ca. 1959-60 construction date
Studio/room proposed purposes:
- (mainly) acoustic & low-level electric instrument rehearsal and recording
- Vocal rehearsal and recording
- Rarely, if ever: drum kits, or large amplifiers.
- Home theater and entertainment
- 90 db, presumed maximum SPL (Occasionally 100 db? How loud can I sing without amplification?)
- when not recording or rehearsing (majority of time), isolation of room NOT required (doors/windows can open for ventilation)
- NEED to be isolated from floor above when I sing (yes, it's that bad, lol); that is, I don't want anybody in the room above to hear me
Basement specs:
- Height (from poured concrete floor to bottom of joists): 7’3”
- Poured concrete walls extend from floor to sills
- 6 x 8 center beam, with filled steel columns spaced every 8 feet along beam.
- Joists (above): 2 x 8; 16” OC; 12 foot spans from sills to center beam; crossed bracing straps
- Sub-floor (above): 1 x 8 planks
- Dry (no uncontrolled water issues (2 sumps)); dehumidified
- Very cool, even in summers (most of basement is well below grade)
Basic proposed studio/room specs:
Dimensions:
- Floor: 14’ x 20’ (approximate outside); 12’6” x 18’6” (approximate inside)
- Ceiling: 6’ 8” (approximate inside; one area 6’ 2”, to accommodate heating ducts) –
- 2 sides of studio/room to be directly along poured concrete basement wall; the other 2 sides adjacent to the remaining space of basement (one wall has an outer adjacent, unattached stair case leading to the main floor)
- One entrance way (to main basement, 5 feet from outside basement entrance)
- 2 windowed areas, along one concrete wall, facing outside ( approximately 17 by 32 inches, spaced 10 feet apart)
Construction:
- Wooden-framed, double-walls, double-ceilings; 2-layers 5/8” sheet-rock (or 3 layers ½” Durock) per leaf (this may depend on location)
- Double-walls, even along the concrete (including outer leaf sheet-rock, approximately one to two inches from poured concrete wall)
- (2) 2 x 3 parallel base plates, spaced 1” apart
- 2 x 4 studs, 16” OC
- 2 x 3 top plates (inner top plate height lower to accommodate inner ceiling)
- 4 trusses: 2 resting on outer wall top plate; 2 resting on inner wall top plate , bisecting length of room, 2 on each side of main heating duct; longest span 13 feet
- Each truss constructed from 2 parallel (horizontal on edges) 2 x 6 ‘s (or 2 x 4 ‘s ?), separated by short pieces (about 9 inches) of 2 x 4 studs, all secured (somehow) with metal bracing
- 2 x 4 (or 2 x 6) outer ceiling joists; longest span 11 feet (on one side of ducts)
- 2 x 3 inner ceiling joist; longest span 10 feet
- Floor to remain concrete (may be painted?)
- Double, isolated, solid, entrance doors (both standard width, but different heights); one attached to inner wall, one attached to outer wall
- Double (opening) windows; 12 inches between each window pane; multi-layer (4?) sheet-rock for window soffits (but leaving one or one-half inch gap between wall leaves.
- Fiberglass insulation between wall and ceiling leaves, and between outer ceiling joists and main floor joists
- Electrical supply would be fed via long, doubled-back, isolated conduit; all lighting and wiring will be surface-mount via conduit, surface boxes, table fixtures, or track lighting (or maybe plug-mold)
Misc.:
- Furnace, water heater, meters, TV cable, water supply or lines, laundry, electrical panel, and outside door, are NOT near proposed studio/room location
- Telephone service cable is in corner, above proposed location; will be conduit-ed along sill past the studio/room
- A main furnace duct runs below existing joists, and above proposed location, nearly bisecting it.
- 2 between-joist, heating ducts are above proposed space, each beginning above main duct and ending on opposite walls
- Nothing is below concrete floor for except solid earth (therefore no treatment?)
Concerns and (some) potential problems:
Spans of ceiling joists:
- 2 x 4, or 2 x 6 (?) ; no ‘extra’ room for 2 x 6 joists (especially inner ceiling joists)
- If joists are of oak, maple, yellow pine, metal, etc., could 2 x 4 joists be sufficient?
- If joist spacing is decreased, could 2 x 4 joists be sufficient?
- Conflicting numbers from span ‘calculators’
- Is ‘live load’ of any consideration?
- Does ‘dead load’ include joist weight also (not just external load)? Why?
Floor:
- Any problem leaving floor concrete exposed, since only solid earth is below it?
Windows:
- Is leaving existing basement window and glass (thin) a possibility?
- Thickness of inner window?
- Should I double-leaf the soffits or leave them ‘open’ to the leaf space?
Leaf spacing:
- How much of a compromise is the decreased leaf spacing of the ceiling or of the areas surrounding ducts?
- Will putting an outside wall within 2 inches of concrete wall constitute an additional leaf, or otherwise be a compromise (even if there is no ‘seal’ between the sheet-rock and concrete)?
Other thoughts:
The ‘adding extra leaf’ concept:
- From looking at all the pictures of how adding extra inner leaves decreases performance, I noticed that none of these leaves pictured a ‘free-floating’ extra leaf; indeed, all of the permutations had sheet-rock affixed to the studs which supported the 2 original leaves; having the sheet-rock attached to the same studs itself could probably a big factor in the performance decrease.
- I’m wondering: if the total space between the original leaves remained the same, and if the extra leaf was not attached to the either original leaves, what would the performance be (not that I’m even considering doing it). Of course, this additional leaf must isolate both compartments, otherwise wouldn’t it really then be just a ‘baffle’?
Span calculators:
- I had always understood that most hardwoods, such as oak, maple, birch, etc. (and even some softwoods), had greater strength than spruce, balsam, or pine; why does that linked span calculator (from several posts on this forum) actually end up DECREASING the maximum allowable span when one changes from, for example, spruce to white oak or maple? Is it more of a deflection issue than of strength? For me, it is counterintuitive.
- I found at least 2 span charts that list an apparently higher maximum span for the same input criteria, than does that span calculator – I don’t understand why this is so (other than the possibility of different regional regulations being used).
thanx,
Kenni
PICTURE DESCRIPTIONS:
(NOTE THAT ALL STUDS AND INSULATION SEEN ARE FROM OLD CONSTRUCTION AND WILL BE TORN DOWN)
FIRST PICTURE:
Shows the 2 biggest ‘meanies’, the 6 x 8 center-beam and the main heating duct (drops 10 inches from floor joists).
On the concrete walls is OLD construction that will be torn down shortly.
Above the beam are 2 x 8 floor joists, and really not much room to put in 2 x 6 isolated ceiling joists (for the outer leaf), so I’m scrambling to find an alternative (possibly ‘sistering’ smaller metal or wood 2 x 4’s to gain span strength).
SECOND PICTURE:
Here is view of the top of the existing concrete wall and floor joists.
Top of the concrete is only 3 ½ inches from the bottom of the floor joists.
Top plate and studs you see are OLD work and will be removed.
NEW top plates for the outer leaf of the wall will be in approximately same position, although 1 inch below the floor joists (and not attached).
Note that the door will not be within the studio/room; the communicating double doors to the studio/room will be about 4 feet opposite this door.
THIRD PICTURE:
Another shot of the floor joists near a concrete wall.
The white telephone line is an approximately the same position as the outer leaf top plate would be.
Note the OLD work studs (attached directly to the floor joists!) and insulation, that will be removed before new construction begins.
FOURTH PICTURE:
Cross-bracing between the 2 x 8 floor joists.
The big reasons I would like to avoid using 2 x 6’s as outer ceiling joists between them are these braces, the 2 between joist-heating ducts, and that the bottom of the floor joists is just 7’3” from the concrete floor.
FIFTH PICTURE:
Here is a wider shot of the 6 x 8 beam, the main heating duct, the two between-joist heating ducts, the steel post, and the 2 x 8 floor joists.
Note the OLD work strapping, which will soon be removed (as will the old studs and insulation).
SIXTH PICTURE:
Closer view of the pole, the beam, the main duct, the between-joist ducts, and the 2 x 8 floor joists.
The beam and main duct will be ‘ducked’ by both leaves of the ceiling.
I’m planning on building trusses that bridge between the walls (4 trusses total).
These would be placed on both sides of the beam and main duct area (2 on each side), and would be used as support for each of the ceiling leaf’s joists.
The steel pole will be also enclosed within double-walling, and this will be used as center-support for the trusses (all isolated, of course).
****
I will be taking pics of my floor plans and detail diagrams for construction ideas.
I will also be posting more pics of other things, like where the stair case is, etc.
PLEASE FEEL FREE TO MAKE ANY COMMENTS. PLEASE PLEASE.