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Bottom 6f Stairs
Bottom elf Cellar Stairs I
On Second Floor
�. extra f3"ver 12:66 sq.�
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QENERAI NOTES.
WTNDOW
SCHEDULE
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1 e 2x6 wood studs Cg? 24" o.c. and shall align directly with floor
All exterior partitions shall b
joins below and roof trusses above.
Type: Double -hung
2.
ins shall be 4" metal studs @ 24" o.c. unless noted on the drav%nngs. Finish
All interior partitions
Size: x 4 -6 D min. clear opening 20"x24')
IA' -6"W"
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MI be 1/2" blueboard with thin coat plaster. Ceilings shall have a sand finish.
Header Size,Above. 2 20 (sec dwg• 16/A-3)
3.
ed to accommodate a future pull stair (22"x48"). In fill
Attic access shall be rough fmm P
g
YPe 2 double -hung
Type:
eo
with blocking to a size of 22"00". See floor plans for locations.
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Size:,S'"W x 4'-6"D
T
Head r Size: 3 2x6 with lf2" CDX plywood
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4.
All bathroo ms shall have exhaust -fans to exterior. -
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Type: Double -hung
5,
All exterior doors shall be Brosco insulated steel with combination screen/stone doors. Sizes
Size: 2'-0"W z 3'-4"D
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indicated on pians. . , `
Header Sue: 2 2x6 (sce dug. 161A•3) -
6.
All interior doors shall be 6 -panel, pre -primed masonite.
Window
T • v, • see floor plans.
Notes. Denotes window type,
7.
.- +,
" " v�nth light and mirror, towel bar, robe
Each bathroom shall receive a 22 x16 medicine cabinet g
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All w�^down shall be Harve classic vinyl windows with insulating glass, applied grilles,a rid •
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' toilet r holder and shower curtain rod.
hookPap
screens (or ee�r�]).
2•
All type "A" windows shall have a minimum clear opening"of 20"x24" for emergency egress.
•
3.
See details 16, 17 and 18 on dwg. A-3 for details. Window head height shall match head height
-
of Brosco exterior steel doors (6'-11 "). Verify with door manufacturer.
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ROOF TRUSS NOTFS:
1. Trusses shall be designed to carry the following loads: —' ---� —
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Top chord live load: 30 PSF !
Top chord dead load: 10 PSF 3 j
Bbtt. chord live load: 0 ,
Bott. chord dead load: 10 PSF
TOTAL LOAD: 50 PSF
2. Trusses shall be designed in accordance with the design specifications for ~ _ — — �t� RT vKp
metal plate connected wood trusses TPI,85 and the American Institute o ^ ,�-
Timber Construction.f
3. Web member layouts may be varied from that shown to suit mfg, standards, �yj Q i
truss top chord shall be W. N' dp
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4. The general contractor shall provide and install all erection and permanent _ _�_�� —
bracing members as specified by the truss mfg. to addition to that shown on j
the drawings.
5. Truss designs and details shall be submitted to and shall be approved by the I I 1
Architect before fabrication begins. Truss designs shall bear the seal of a 1 I I t
professional structural engineer registered by the Commonwealth of !Massa-
chusetts.
6. All trusses shall be anchored to wall plate with 18 GA
clips, wall alvanized
type H-1, by Simpson Co,, Inc. See drawing 16/A-3. g
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