HomeMy WebLinkAbout910 West Yarmouth Road Details 2_j
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-- - - .A WC Guide to Wood Construdtion in High Wfitd.4reas; I,14 astpli Wind,Zone
AppLICANT TO COMPLETE & SUBMZT WTTN PERMIT APPLICATION i--yC GuFde tti' fT�oad Cnlzrtrlrcl�ort (rt !(ig(t FYirI Ar rrs: ((U irlph 3F'(nrf Zone
(crtri lyuor(G'>ons'trrtctiriitin.(-(i;;h 1GitulArerrs;•.1I0M/rlc f'Knr l,'Lone - �Ma'sS`dctiltsetts CElec'Idist fioi- Collip) IaLnee ji80CNiit5301.2.1.1)t Massae ltIse>ts C�teelilLs� �3 e CAIIt53m.2.1.1),
fez Com 'Tian a (so'.
,4 X/( (ru.0 - - ., .•r•-.-, •.I-.1. I- ., : �.e: 4
. ftC(lto fple) C j7ecl(list f01-C.OTil pj.fa qC C7R0(',,4tR;3ftf.2,1:,>). Loadbear!ngWaitConnections -- a. Sheathing gull p e tF ll.
LN4HSS - 0 Check . Latera((no. of 16d common aaitsj...._..... Ta61i:s 7............:..f.:bzi7...hk�Xl-£1z.....,._.... �
r...... ( y From Tables 10 and 11 and location of watt cathing and d)ng As ecil Ratio determin Pe u -Height
' Complialtcc Non-Loadbearing Wall Connections Sheathing and 'I ac f e i + •'
TableB...•.,.-. Spacing Uf meats
al n req
• • Latest (so, of Y6d common na{fs)..,:....... -• • ( ) _ __ b. Wood Structural Panels shah be minimum thickness of 7116 and ba Installed as follows:
' 110,mph '✓ Load Bearing watt Openings (record torgest opening but check all-opeo�ings for co�+olian� in Tahle 9) Panels shall be installed with strength axis parallel to studs,
_........... Header Spans (table 9)_ f? t� CYLxt (�'�+ tn, s ij' _
......................•...........»., 11• All horizontal joints hall occur over a ben ileo o am
1.1 SCOPE. ...:...............•.............................. ..:...:•,•8 - t _ - Ill, try ctl , panels h attached to tes a embero thedouble
.._..:.......... _...,....__ ............_......,
.....,.,,-,•_,. •. Silt Plate Spans (table 9} t r v �+ n 51 ' -a.� On single story o constru 'on uta els s all be a heiirto bot m• la and to m .tit '
Wind Speed re'Ca, gust} ..................... y
.........................._ able 9 ., ... .. p tate. � A
Wind Exposure Category ............. _.:• -
Full Height Studs (no. df studs) ................_ •...... ... • (T' ). .., _ .,. `J _ � (o p ,
stones 52 stories .Non -Load t3eadng Watt Openings (record largest opening but check ail openings for coriFo ,ace -n Table construction, upper panels shall be attached to the tpp member of the upper double top .
Nit On story co
8 in 12 slope shall be considered a story} _ , - ._......,,
t 512:12 Header SPans..,.....•................... » (Table 9)...•_•,.._.:......__...... b plate and to band Joist at bottom of panel. Upper attachment of tower panel shall be made to band joist
t.2 P,PPLICABIUT�' ..(Fig 2} ...:.......:.. . , f( _, .
"' ft, Srlt Plate.Spans.................„,_......._.._....»......_..•. (Table 9)._.....,. _,.......,_...__ . U `( in. s ,_�/ and lower'attachment made to lowest plata at firs/ tlaorframing.
Number of. Stories,(a roof which exceeds .. 5 �- ht Studs no.ofstuds -,._., ••,••„_,_•,_,•.(Table 9)..__.._ .....................:..... __-i-.. - _; .✓.. -.- - V. Horizontal nalispacingat double to plates,band olsts a d de shall
row of 8d.
Roof Pitch ., . _ (r'rg 2j ................ ' - 26 . `tt 5 00 -.. _ - Full Helg ( ) ..... s { ch 5 t b V
Mean Roof Height ......................: _•,.,(Fig 3),..............•._._ .-.. - S80 Exterior Wall Sheathing to Rests£ uplift and Shear Simultaneously` - gg n e on ren p r g es a ow, ment
W ................................:............._..,•
t3uilding Width, :(Fig'3)....................•: 5 3:. Minimum Sui(ding Uimenslon, W'
,1 41 «,
Building Length. L ........... . ; (Fig 4)........... . Nominal Height of Tallest OpeningZ _
/ ad at 3 nd f loriz
J to
.. �.r , ,+s fi'&' _._� note 4) ...............»_..., 1 .
er er a fl ur 1 ettirat a ontahNafling forPanel Attachment
6uiiding Aspect Ratio (LJW) ......:.z». o e e _ ` .
.....,..,..._•(Fr9 4).....:• . Sheathing Type...,...__•,,,•_•••_» ................. _.. (' _.... _ ,12_C�.C?7 - r✓
Nominal H eight of Tsilest Opening .....,.. (Table l0 ora ( 4iff ss)......................•� 1n. ,,,1
1.edge Natl Spacing......: : ...... .........._.,....._
. . - .._.._. . - Fie(d.NatlSpacing�.....„,.,:._•..._......:.........•.;.Gable 10)_....._.........._...:..._�.,,_,.:_._....._.. i , -
1.3 FRAMING CONNECTIONS - •__,. -. $/{eat Connection (no. of led common nails)(%s Ie, 10)._,.__,._.......,....-._......._„ ,�'ID _•, _ .
General compliance with framing connections.._.....; -(Ta hie 2)........:..Peccant Ftiff-Nelght Sheathing .:_.._:............... (Table i0).._....._......_.___...:._.__, '% ,
� / .
2.1 :FOUNDATION irements x(•780. Ch; 10,4:1 ............. ......... Max(M. for with ••p n g•'• 6.a. (........ Concepts)............,-•-• - . - _ .
5% Additional Sheathing ' O e in > ' " Destpn
um Building Dimension, L z
foundation thralls meeting fequ , .
1Jomma£ Dimension,
siTallestOpening, 6�' 6'8"
Concrete .................. ,.
'.=..-,-,-.- ----
Sheathing Typo.....__ ........................._..._,....: (note 4}.....,_..._....:..._...,...._._,..._ ,iJ.2cu,s __��
'[fable 17 arnote 42ffess)^in, �'' ^ --
EDGE REStirC`t
1.
CoLlcrete Mas ry ••-•'•'• Edge Nail Spacing •-....•...'...•••• -- _
adwtffs
,'-L4GE TG FOUNOATION"' ,. , ^�ical An. ors as . alternative in concrete opply. 1 Feld Nail Spacing' ....................... .--....- (Table 11)......,.•.....--,•-_»_.........._._...._..:._�_ in. ,_� .
2.2 ANCHO (rnbedded ors/8'Proprietap k,echz, 4.''• cru ' � , ' ShearConnactiot: (azo. ofl6dcommon,naits able ti}.:,_„____....__._._._.,......._,,.._..,..,. EI M j ;;
5fa' Anchor Bolts .{'fable 4) .......:......:................ Persen 11 It - -" .
aCtn,:,te/at....,......•........•_..:.............. t� In..56'•-12 tFutl-Ytefgfit5heathtng...__.....__..,_.._.(Tableil),.....„..._....___ ..._. ....._. .�Z1..-% '- ;I li F�'
Bolt Sp g - 9 5%AddiGonat Sheathfng.for Wa wl i Opening > 6'8' (Design Cancepis)...,._.._ , ;l,1.M „ • 3
(Fig 5
Spacing from endlolnt df Plate ........... ( g )..:............•........ I Ii
Bait Sp 9 in, ? T _.],(-
:._..(Fig 5) .................................:......:.:
Bolt Embedment -concrete----•-••••••^. ••„•,,,•„ IY^ in. -• 15' Wall Cladding •„ ._.•. ,•.
(Fig 5}.:...._,......• ............... - ted for ind ped?..._.._...._....._.._....._.._...,.._.,,._......_......._...•...__..._. ..-
Bolt Embedment- masonry"' ....:.......... .............,......._............
I to
.•.0,.•..:..... .
Plate Washer........_.•..... / i` t a ,
I.oI'll I i
ti to !
h :o
/ 5.1. ROOFS _
s -(per 780 CMR Chapter 55}., Roof framing member spans chocked?..•...... =. -••„:<F' V ' } _e-•-••• S iV-,aIle , G or w Website) -.1� ,
....
3.1 FLOOR .............:.......(¢ � a 0 w i 12. ..K VP,SP � _ _:.o ,... - '
embef spans. checked •,......-HY+:>. ... .. ...»r_...:^ ti2afters us _ _
...._...�..... ... .. ,.
AWG Snan Toot. see SSRS Webs1
_ ..
.. .e itis_,. , .•, ,`
Floor framing m . '- -' _ Truss adbear g ails • '
qr,s, ........ .:........ .
„•, -„ or Rafter Connections at La In w
w i . 11 s[if,
Maximum Ficoi%Perurlg vlfilo-"` .....•.;:..... ...............• a ec 1�t
Studs at Floor Openings less than 2' from ExtehOr Wall (Fig 6) Propri lacy Conn tors t 'f l
1
1
I�
: / ,i 11
- Full Height Wall : •' - _ -
b u u 1
%i ft s d Uplift...............„....•..._.....,..�...,...» (Table 12)........... .... _....._............. fJi�plf
Maximum Floor Joist Setbacks - _ _ _ ,
Supporting Loadbearing Wallt or 5hearwall...............(Fig T)................; ;: Lateral.._......_.....,....._..._..._.,_..,.:.•_,_(Table 1,2).........,_......,._....,_...,........,...._ !f
Maximum Cantilevered FI'oorJoists ' • ft ` - Shear ......................._._..._.....»..:...(Table 12).._-_»...._.._.._.,........,..,....___..S=plf - , 't
....................__,........•..... '
earinr Watts or Shearwall...............(Fig 6) .......................... Ridge Strap Connections,.tfrotlartles not used perpage 21.._ (fable i3j. ♦�._..__ _ __ f=1G3 ptf I'
`: � '
Supporting Loadb .! _� - - -. .
(F g g)..• ............................_ ......,.,..........., .....•. .
. Gable IRake Outtooker.........:...:_..........__:...._..-_.» (Figure 2U) ......__.. ifs smelter of 2' orU2
Floor Bracing at Endwells...................... - . _ - ,
(Per 780 CMR Chapter55)........_.....,.....•..,.. ---
Floor Sheaftiing 7ylte ..............•..._....,_, ,._.....,..,.,._.._,...••(per 760 CMR Chapter SS)..._.....,.....:.....0 +n• TnPssarRafterConnecGons at Nan-Loadtrearing Walls _ ,
in ftetd, �.:sF Proprietary Connectors
e . / t
�t
Floor She Thickness )., �d nails at ' m•adge / . - } / N .
Fto .7a61 2 _ . abi'e,i4).. - ._!j'=•�2tjN4. ,�✓ unx.&F•n .� .��,
, ,. ( Upilla i ........................_».__,_...._... ..._._....._
Floor.8heatirl Fastening ..:............ -,;,;, .. ., -
I,
Lataia! (iio_ of 1Gd common ttar7s).. (Tact Y4 _. _ t alb.
Roof Sheath{ng Type...:..._.„_,_._ ....................... M .»..{per' 80 CMR Chapters 58 59) ..........,:_ .
4.1 WALLS �i' S 1A'4 - ax
ilei htt (Fig f'0 and Table 5),..... .... ; Roof Sheathing Thlckrress:.............:..._..,......_...............»:..r........•-.-...,,•._._,.•.......2 .in_ z 7(16' WSP ,�- -k Page -
i
Wall . 3 ................( 9 2 tY S20 -•_••_•••,_.»
etail on N t
'Loa'4,'bearin�.Walls ............. /Roof:Sheathing Fastening. .................. .._. .. {Ta te2)..._......._................._._ r
/ �} See D
' None'�B.wSts...._..........................:............(FigI0andTat leS)triSFt� in, <.24'. =L. Notes: i .
Spacing ........................(Fig 1,0 arid Table 5)..:,_...:• ....... _ ft G'Q. _ -
. Wali.Stud p g ............. � ...• : 1. This checklist shall be met In Its erttfrety, excluding the specific exception noted tn•2, to dompty with there uirements of
Veriicel and tiorfzontat Nailin
4 for Panel Attachment
780 CMR 53E)S.2 i.11tetn 1. If the checklist is tnet in Its entiratyiizen the £ollbwing metal scraps and hold downs are not
Wall StoryrCfsPs-••T__.. . .
r ere lstr FC �i i 10 mph5 urde: .. ..
equhad S
4.2 EXrERIOR WALLS -- // 5 per Figure .• .
in: V . • P
Wood Si dr (Cable o) ¢ t � " -11 20 Gage Straps per Figure tf .. .
a
in.
Coad'oearing walls ......................... : hP 2 ; p a ilPltfl Straps petF7gura 14 '
(Table .._.
Non-Loadbearing watts ......: .......... `t%• U. All Straps pecFlgureY7 . . . .
Gable End Wall Bracing t ...••..=••••-•-• . tt2V ... a. ComerStud Hold Dams per Figare 18a and Figure. 18b . . .
Full Height Endwall,Studs:.........................•....• ,,.,•(Fg 11).........._.........................:_.. I,' Exception: Opening heightsof,up to 8 ft. shall be pentiittedwhen 5°/B is added idtha percentfutt height sheathing .. •
WSP Attic Floor Length :.............. ...
....>......... _ ft 2 o_gW
s requirements shown in Tables 10 and all
;.
Gypsum Ceiling Lerngth (if WSP not used)_ ...............(/ f9'11}...,....,........ , ,
..........._........•••••...... --•• I, The, bottom silt plate In e4adorwalts shall be a m(nlmtim 2 In. nomfnai th[ckness pressure treated #2 grade
and 2 x 4 Continuous Lateral Ssca @ 6 °min_ whit 2x4 blocking Q 4 ft. spacing in end joist ortntss.bays� 1l'
or 1 x 3 ceiling fur Ing strips @' 16'spacing11
. OoubleTop Plate -..__........ - _� _ _ . ..
(•
. _.....(Fig Y3 @nd Table 6)....-......_..... , % '
Splice Leng "' '
Splice Connection (60. of 16d common nalls)..•......._(T'ahle 6}. .................• : _ _ , • .
.. Lit
.. .
._
. � , • , c
I
140:MPH EXPOSi1RE S WiND ZONE
I
I
00P
EXTERIOR
vlE-VV OF
GARAGE
OPENING
NAIL 6 rEDf
ad co"ON
AT O.C.
Noll smecule
8d cortimon _
at.3• O.C. �
4�-
L�. f
Swall
�, sheaf
Ill fs: 'sheathing
1
� :
fr f1 ,must extend
I „s x,.
': aid
up over
.
8 - heoder
-
a: :
. Vi
1
Y, ,
° �M q4°.-
bi`t C - �Y-(rV.
0 O� le
Wall.
. I
t +.,ro
.t; iSini of
-
sheathing
v
Nail schedule °„ V- `.�lVe .
� .
mid -
ah
, mus/ extend
f
.{7 } [�
�T y -¢F �-
IIj,e
,
up over -
�I, NAIL TOP PLATE
E
I��r
e�l3f:
heoder
-Wi
p':., TWO ROWS C,=. 16d
00P
EXTERIOR
vlE-VV OF
GARAGE
OPENING
NAIL 6 rEDf
ad co"ON
AT O.C.
Noll smecule
8d cortimon _
at.3• O.C. �
4�-
L�. f
Swall
�, sheaf
Ill fs: 'sheathing
.
,.acs al.�sv�rj,a- r ,
fr f1 ,must extend
I „s x,.
': aid
up over
.
8 - heoder
n'.: "g
t S;iN
a: :
. Vi
1
Y, ,
° �M q4°.-
bi`t C - �Y-(rV.
0 O� le
g o Sheathing
. I
t +.,ro
.t; iSini of
A,, a;Z .
opprox.
heighi
v
Nail schedule °„ V- `.�lVe .
� .
mid -
8d common � z I
3'B
Y
bT$e BTM B.
Of 3' D.L ` ,i 1 , --,
.{7 } [�
�T y -¢F �-
.
�I, NAIL TOP PLATE
E
{.„.�
1 .. 70 HEADER WiTH
.
-Wi
p':., TWO ROWS C,=. 16d
�y�'/�''a p
'11
t� . • .
- '
APA -
"' __
711E ENINEERED '. .
. • . 24' o,c.
WOO I ASSOCIAVON .
. Jq� ..
.
,.
:6 ,.
EXTEND HFADER
a I
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'
'4.A, o
.
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Table 2. General Nalrng Schedule.
1 TO ICING STUD -
.
q♦ ♦•
d c
•
.JOINT DESCRIPTION _ •'
:.- ..
•� dumber of
,;
. Commbn Nails
r,
Lam ," 1 ..
- `
N.Zeif4;t
.
- `2-8d
Y•!•`' • 1
... •
each -end- .
11
A': ••� AI
' �-Md. .
.1 fl
l
',
each end
- 11
.
�I, NAIL TOP PLATE
E
{.„.�
1 .. 70 HEADER WiTH
.
-Wi
p':., TWO ROWS C,=. 16d
4-16d
t NAILS AT 311 O.C.
, etjoinls
`
°l
2-16d _
V it
. • . 24' o,c.
. Header to Header•(Face-nailed) - - -
18d'
h,
16'o.c..along_edges
2 518° ANCHOR BOLTS WITH
�•
(I 311x3° PLATE WABHERe
a I
''
'
'4.A, o
.
, ,p ip. '
Table 2. General Nalrng Schedule.
a D 's' D
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n 4.4 .'
.
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d c
•
.JOINT DESCRIPTION _ •'
Number of
•� dumber of
,N -Alf SpacIng
. Commbn Nails
)3ox'Nails
- `
Rpof'Framing •r
Bieckingto- Rafter(Toe-nailed) ' • .
.
- `2-8d
2-10d-
... •
each -end- .
P,lm Board to Ra#er (End nailed) '-
' �-Md. .
3 mod • _
each end
-
Wall framing , ' ' ",
.
.
-Cop plates at -intersections (Face -nailed)
4-16d
5-16d
, etjoinls
`
• Stud to Stud_ (Face -nailed)
2-16d _
2-16d.
. • . 24' o,c.
. Header to Header•(Face-nailed) - - -
18d'
. 16d
16'o.c..along_edges
Floor Framing'
�•
`4-10d
• Joist tb Sill, `fop Plate or Glyder (Toe-Nalled) (Fig.14) : •
:_ 4-8d
. `per jolst .
Blocking to Joist'(Toe-nalied) . . ' .'
2-8d
2-10d
each end .
Ellocking.to Sill orTop Plate (Toe -nailed)
3-16d.
4-16d .'
4 16d
.each block' .
.Ledger Strip to'Beam or Girder (Face -nailed)
3-16d
each joist.
Joist on Ledger -to Beata (,pe -Nailed)
3.8d
. 3-10d
per joist-
BandJoisttoJolst(End.naiied)'(Fig.14)
. 3"16d .-4A6d
per -joist
, -Band Joist to Sill or Top P!ate (Toe -palled) (Fig. 14) '
2-16d
3I
per foot -
'Roof Sheathing -.
.
• Wood Structural Panels . •
. Rafters or trusses spaced up to 16" o.c.
8d
70d ' .
6' edge/ 6m field
Rafters or trusses spaced over 16' Oita. ..•
. Gabbs endwall rake or rake truss w/o gable overharr!j'
8d
8d.
106
10d
.4'.pdge/ 4" field • -
6' edge/6' field
. ' Gable endwall rake or rdke.truss w/ structural out lookers
, . 8d -
10d
6' edge/ 6' field
Gable endwall rake'or'rake truss wl lookout blocks
8d
Tari
. 4° edge/ 4' field -
calling Sheathing '
Gypsum Wallbo6rd • '
5d coolers
• .
T edgel 1D' fibid
' : Wail Sheathing . . . _' -
_ .
' Wood Structural Panels . . -
-
'
' Studs spaced up -to 24" o,c.
8d -
0d
6` edge/ 12' field
• I%" and 25132" Fiberboard Panels
Sd {`1)3'
i
edge/ 6' field
' YT Gypsum Wallboard
5d 000!ers
- '
Tedge/ 10' f ild
Moor Sheathing
' ''
t!VQQd,5truottlral:P6nc(5 .
f
f
_
1" or Less
8d
• 10d
6'edga)12- field ,-
Greater than 1"
'10d
16d
6' edge/ 6' Meld '
. . ' (".1) Corrosion resistant i I gage nails and 16 gage staples are permitted; check ISC for additional requirements. -
' Nail: unless otherwise stated, sizes given for nab§ -are coirlmon wire sizes,
Box and plIa6matic nalts of equiv�leht
. diameter and equal or greater length to the speo!fied
common nails may be substituted
unless otherwise; '.
' prohibited . . • -
-
•
. _ ..
- '
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'o' D '°'
I, p s p4 4♦
b'a d'
a
D. le' D'♦p' D �°'
n Q p C° C
d'n d'o d o,
a 4 .. t
D +e' D se•'.A r°,i.
p C A^
4 fl'c . 4 b.'a , 4/
d 4
-
`..+. •. w>•.'n i�y�_V �+_-
111
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I
1
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• 4dn 4ba a�
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ry- .k
1-
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