HomeMy WebLinkAboutBLD-93-841 (28 Plymouth Road)yARMOUTH
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--------- --- ---- Top- chord live load: 30 PSF '
' Top chord dead load: 10 PSF
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Bon. cd live d: o load:
Butt. chord dead load: 10 PSF
t - TOTAL LOAD: SO PSF
2. Trusses shall be designed in accordance with the design specifications for A,94, PT VSO
metal plate connected wood trusses TPI.85 and the American Institute ofI
Timber Construction. I ! i i
R' 3. Web member layouts may be varied from that shown to sui: mfg. standards,
truss top chord shall be 2x4.
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�G 4. The general contractor shall provide and install all erection and peri anent � (- �F � _� _ _ � —�_ I LH
-bracing members as specified by the truss mfg. in addition to that shown on
the drawings. t 1�
I % S. Truss designs and details shall be submitted to and shall be approved by the j
/ \ / Architect before fabrication begins. Truss designs sha:i be?. - c` e seal of a I '
j --CC- professional structural engineer registered by the Commonµ --,!:1i of Massa-
_ - - ----- . — - — chusetts.
�+ lu3.nPi� ��:, /� 6. All trusses shall be anchored to wall plate with l$ GA gal�ariz�d watt clips, EL— 'j' CS
d'1'IiG INy�tG►4 G 09 C. type H-1, by Simpson Co., Inc. See drawing 161A-3.
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tl- 77711 M-714
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l . �I exterior partitions shall be 2x6 wood studs Q 24"_o.c. and shall align directly with floor.
jilts below and roof trusses above.
2. ,�1 irtcrior partitions shall be 4" metal studs @24" o.c. unless noted on the drawings. Finish
`saI, be 1/2" blueboard witlh thin coat -plaster. Ceilings shall havpi c e a sand finish.
acerss shall be rough framed to accommodate a future pull-down stair (22"x48"). In fi3. ll
i'.`: b?cclang to a size of 22"00". See floor plans for locations. r
4. 11 tth-ooms shall have exhaust fans to exterior.
Yl exttn. or doors shall be Brosco insulated steel with combination screen/storm doors. Sizes .
d mt.td on plans.
r doors shall be 6 -panel, pre -primed masonite.
to#` -room shall receive a 22"x16" medicine cabinet with light and mirror, towel bar, robe
bok. t,ci!-., paper holder and shower curtain rod.
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APPROVED `
YARMOUTH FIRE DEPT. t
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��. r} /yrs • �
------ - -----
Stairs
p+r'req.ot Cellar Stars
--_fin Seed Floor
s4.f,_ NOT TO BE OCCUPIED
UNTIL HOUSE NUMBER
INSTALLED
M-rc rm HAVE SEEN I STFo.
N-%TNDOW SCHEDULE
Window Tvtxs:
' A I Type: Double -hung
`✓ Size: i2' -6"W x 4'-6"D (min. clear opening 20"x24")
Heath Size Above: 2 2x6 (see dwg. 161A-3)
Type: 2 double -hung
Size:'5'-0"W x 4'-60D
Heady Size: 3 2x4 with 1/2" CDX plywood
C -Type: Double -hu
Size:' 2'-0"W x 3'-4"D
Heath~ Size: 2 2x6 (see dwg. 161A-3)
,. Dcnotes window° t< see floor plans.
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W
indow p
1, All %endows shall be Hervey classic sinvl windows with insulating glass, applied grilles,and
screen (or equal).
2.- All tree A windows shall have a minimum clear, opening of 20"x24" for emergency egress.
3. See Mails 16, 17 and 18 on dwg. A-3 for details. , Window head height shall match head height
of BnTo exterior s'eel doors (6'-11"). Verify with door manufacturer.
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