HomeMy WebLinkAbout910 West Yarmouth Road Details 3»
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AWC Guide to Wood Construction in High MrtdAreas: L{Q mn It Wind Zone
PITH pE12ttLT APPLICATION fYCGuideto fY/aodiAJ73tYfrCtfCJ1r fn Kigls fYiJtrlArerrs: !I(1i:rplr i4'irJd2orre Massachusetts CIteCIilzStfe>"CUinj)lien@e(184Cl1gt5301.2,I,I)X AWCGuidetoWoodColrstrtze"ion inHighWindAreas:110m IzWind2oxe
APPLICANT TO COMPLETE & SUBMIT 41JT -
�=.•I-!t(GinrtArepr:,•itOzrJ�rlci•Yzrirl2nne jVj�SS2ChttSef{SC(1e�1{;ESQ_POt'COltti)lia[lc0(713nervit25Zn1.1.1.1)`� Massachusetts it St�OrCO p ( CMR 5301.2.. .
_ assach s C eckl:� Compliance iso �
r aide Go 1f%nd GonatrJJctlaft rn IIt� .• 4.
C Gr 3 t.factc_e (7Rn c tr?z3nt,z.x•.�] Ii�t
A id l fol- 4CtC _ Loadbearing Wait Confiecdons �{ a. From Tables 10 and 1t and location of wall sheathing and 13uliding Aspecl� Ratio, determine Percent FulhHeight ,
eIe.usetts C,Jjel kfis D CUcck abibs7) ...... z4?...N.._!. 3 .....,_...,z� --' /
� SSS' Latera((no, of i6d common Harts}: ............... r,•.•., (r G ,
Compliuuc Non-Loadbearing Waft Connections _ ✓1Sheathing and Nai(Spacing ufr ants
requirements
(Table 8j .............._.:..._. b. Wood Structttrai Panels shaft be minimum thickness of 7/16' and be Install d as follows
Lateral(na.oft:6dcamrnon.nails) ........ ..,. --but
..........................:....
'1/ Load Searing Well Openings {record largest open(... but check ati'bpenings for co Holten in Tahie 9} / i.. Panels shall: be installed with strength axis parallel to studs.
i 10, mph .... .. (Table 9j ......,-fit trS3� s in. s Y 1' � ! ii: Alt horizontal Joints shall occur over and be nailed to ftaming.
Header3pans
B (table 9)_ tr.: LJ t�'atia / pj in.:9 ?f' _ til. On single story construction,pane(s shall be attached to bottom•piates and Lop member of the -double
a double -
L1 SCOPE 1 .................• f
:.........._......• Sill .................$).............._.,.......
Speed (3 -sea gust) ..................... ._....,...-....._._...,......... .... "� - _�!
Wins:, P
Full Ne+ ht Studs (no. of studs} ................_....-..,_....__ (Table 9),.............. ...._....:..«..... , top plate.
"" Iv. .'On -two story construction, upper panels shall be attached to the top member of the upper double top
Wind Category ............. - ! e- - -
" . stories v , ' Non -Load Bearing Wail Openings (record largest open:... (Ta check al( openings for cortto"]nee ' Table 9} panel ba
sones s 2 ......,,,,•.,,•.............. Table a -... 3 O"' In_ c i2' 1� plata and to band joist at bottom of Dench Upper attachment of lower pa shall {Je made to nd Joist
( ITP 2slo eshallbeconsideredastory)_� -._ 54212 �'-••'- - -
ICAB L ds 8 m 1 P .: �' ' ' Header Spans..,........... ( able 9} ...,.... .0v, in. S 1'2" and lower -attachment made to lowest plate at first ftoerframing,
1.2 AP PLIC oo/whicS excee F+ 2) ... ............. i,i. tly .............................. /
rof.Stones (a r . (Fig } Z:re,.' ft.5 ' _ Sill Hate.Spans_.: no.'.» ................ ,� / > Number • • _ 2 ,? Studs no. of studs _.,,_.__ ......................... (Table 9)......_..._._ ....... _..........
,... _.. ...__ _ _ ,✓ v. Horizontalfial! spacing at double fop plates, band joists, and girdtbrs shall be a double row of 8d.
i 2 it - dorWal Stet ( ) 4
" g ' 80' --aj g to Resist Uplift and Shear Sfmuttaneousiy staggered at 3 Inches oncenter per figures below ;Vertical and I�odzontaLNailing for Panel Attachment
Root Pitch .:......:........... (rig )...........
'Mean Roof Height ..........,-•••••---'•••'••
..............................-._.... Fl 3 g 580 1=xterfor Wail Sheathing P _ `
.{Fig 3}............ 5 3:• Minimum Building Dimension, W'
Building Width. - _
""" (Fig 4 .........-'*"- Nominal Height Tallest Openingz
,� G
eultdin Length. L ............... ; {. g ) os 6'8 )
(Fig ShealSingTypa._.,,...... C,
"
Building Aspect Ratio (L --V) 4}•••••:' -. ...... Table 10 ornote 4 iftessj ...y��ln- i� _ _ -
1 7 a
Nominal Heigh( of Tallest Opentn edge Nail S aur • -•• f
_...... I
Reid.NaflSpec!...»..,......-i6d...,......:_..,,.«,,.(Table?0}.....,.... _ M.y✓ _ e_� �4 ',
5 - le....................... ..."....... -•''f- Sttiear Can.ection (no, of Led commonwits}(Table. ie.}........ ..,,.........
_..._«.............._.....,.,_._
i.3 f?RAtdING CONNECTIONPercentFotl-i-1e19htSheatbfng.:,....:.«_.:.._.,,(rafrte fOj......».._...,....._....»................ . t °/" �,_ - e
-MhiEN'itlgFDGE . -. ... T -
General compliance with framing connections ........:.... :(Tab 2)....-•- - Q
>f - - S% Additional Sheathing for Wali with Opening > S'II" {Oeslon Concepts} -•,••,_:• ...:... - -
MsxlMum Building Dimension, t 6 8
AT10N .. ph; ' '104,4 s"oa
2.1 .FOUND - in requirements •-••••••••• - , •(Jomtn"al-Hei ht ofTallest0 opening z '
p g .................................... ^� l
x oundation Wails meeting q 9 - - _s__
F g YP :{note b) :....:......... !iZL5 �,�
Concrete ...:....:......
. sheathing T e......_...«.,.---_._.._.._.,,,..,.... .._«.._......»_
. ...,,.,. 10. __+ ..' _. it - A141Ahlitle
[15EEJ tJf.G9 .
I able f 1 or note 4 if lass
....,....._._:....,_.........._.»__..(" )._...__..... �r __� 1, N � !, ;� � s• �.
CoPcrete Mascnry .....:....... Pdge Nall Spacing "
e - _ F1eId Nall Spacing ..........................{Table ii).._._.._.....«_.....«................._.:...So_,..in.
e..3 -
- .' ON alternative in concrete o ly - •• ..., ._ t� _ ,
Ali s as an . � •' Shear Connectiot: (no, of ifid eommdn naiEsj(Table ti).:«-_.._.,._...,._._,,..,..__,-.._....• I. I
y , �
ANCHO AGE'rUfvUND o .eta • f:Iechanica6Anottor . In � .:. -�! -
2.2 5!8 PrP _._.. able i i
g... (t j...,_..,,..._.. _ __..........__.
bedded or Table 4 .....:.:........ -:•• Percent Full-Hetght5heathln . ... -_.
• Anchor Bolts imbedded ...{ ) ........'..-.' 56' •- 12' ' . ° .. > 6'8' Desi n Conce ts)...,_..._ .-_,.. . " :" . srAAGeAs_D , a
5/8 ....:.... ........ G In.. for Wall wI6O enin zG'
° Additional Sheathing. P 9 (Design
'Bolt Spacing - ge erid ., .._ (Fig 5)..:,..:.... P �. ..
...,.L� , in. Z 7 _sL '
e digin! of plata ..................
. r1 ._--'•=WLAAiIEii P,WCL -
acln from 1 .. Fig 5) ............................... a tis' _ N Wall Cladding P
, 11 1, K I
Bolt S 9 ........_.... t Ila In. .... ._.::-�.. ._._ A .. . _ .r.
N
P.................. .,..,,,:...,. .._....,......_.,.._....._...., ........_., _.,..,_.,., «..... ..._.,. ._.. .. , I 4 ii `ti'4' , ... AtCC-1. EDGE ' � bntietEtt@CEDGESPAGYyD DEl'AL 4 ,.
Bolt Embedment-concrete.....(Flg5}.:...._...,.-.,..._..,..... 23 X3 Xy �/ RafedforWmdSpeed?. »_.............. _
l w ii 13 <
Bolt Embedment - Masonry ,......:....1.... .(Fig 6} ...................................._...... - ,
....__._... - t < i i O
% /
Plate washer ...... ,:••... j : 5.1 kOOFS � � 4!. � n (•, � " ' z _ °
• ..............:...:: ..
_,,.,-, _ Roof framing member spans checked?......_.... ... (Fac Rafters use AWG Rnan 7aoi; see 88RS Webslta) ��/ �
(per 780 CMR Chapter 55) _....,.,, . er .:.. i•-•^^te �, m s.,,alterof 2• or vo _ _ ^, Wg :1 i i I a) and Ho,^aon'tal Watling .. _
3.1 FLOORS w •eT �.;nE rt.r:..................................».. ....,.r,.,. �..�.. . «r....,,._..,..
embe[spans checked................:....:.......(p.. �P.3:<- ,_ : =see_ .a rJ
n
Floor framing m o :...................... I - ..
-� Truss or Rafter Connections at Loadbearing Wafts •
� J _. >rGn........:..... all Ft 6 .,.,........;........,........ _
ximum poor ipanuly U,"'�^ Proprietary Connecfnts tl t.
VerGt:
s less than 2' from Ex! I
Ma ✓
`t
Full Hei ntWaliStudsafFloorOpening � :' ,. (Table '
Height / ft sit` UpnFt... ...........-... (t ) .,,..».._......_..,..__.:.....0 �pif
f:rrPanelAttachm�nt
-� - - Maximum Flnnr Joist Setbacks - Fi 7 ....................:_....... .. able t.2 ......... L= DIP •-, " r1 Il -
Lateral........ ..._...•..._.._......• {T ):-..........,-.......-,......._..
Su porting Loadbearin9 Wall's or Sheatwall............ (Fig 1'••-••••-• % ft - -
P Jokts Shear......................................._.(Faolef2)........_........,.._.-.._ ..._.. S pit
W
imum Cantilevered Floor ---••••-•...... •••• -
-hlax Ridge Strake ou ections,.lf collar des not used perpage 2L,. (fable ?3) . Tf2! orU f
r Waits or Shea walL..............(Fig 9). f1
ii i i) i
Supporting ..••_.•._......._*......... .. _ F ure20' _,�f1.5smalSerof2'orU2 _�__, � � ,i•t.. _ -,. .. ..
p g} ......................... - ( 9 f:...._...,
Floor Bracing at Endwells...................... .............:..-..,,,, -_
(pet 780 CMR Chapfer55)..:.....:. � in: � � •(G-yba o Rap Or Connecb'ons at Non-Loadbeaiing Watts ,Y
t'
Flo 9 -
........................................... .{per 780 CMR ChaPter55)....,....,...».......
Floor Eheattiing Tyne ..,...... in field
PropdetaryCannectors ,J
' ails at ' in..edge / f -
• .........,.._.. d nabTe,i........tJ`='62�N6. �_ wuLsaACINa
Floor Sheathing Thickness ...(Table 2).. $ __S�_.- l................} ._..,,«..............�.__. _ _ ..
3 Yp »
f F1oor.Sheathing fastening ............... e '
i ate' l (ao of t6d co mon nails ._{Tab•' i'4) ......................:. 1t ICOb-
_ . ............ e{ 84 CMR Chapters 58 59 :t x
'n.1 i Roof SSeathtn T e•.......-
_•,,, See detail an Next Page. •
•
4.i WALLS S1F -
tt Fi tt3andTablt 5)...... Roof SheathingThlckttess,...... ,-.:._.«............_..... ..:.a.._,«....»....;,.... .»..... 2 In.'71t6'WSP _ - - g -
Wall l3eigh :.................... { g tt 520' - « _...._.__..........
Loa56'esnin3. l)s, .................. (Fig ?0 and Tatife 5} NSPt>= @ 2°: RooFSheathing FastentOg .. »...« .« .« ................. {Table 2)..._..........._.... a Vert cal and ti�rizontai Nailing
_
on. tai 9B.vrvra ls._.:..............»,._......:........ to 1 <24 .o:c. �C Notes: ), for Panel Attachment
.J: .,....:.(F+g :I,O andl3Tate 5)..,._...,._._.% i. .. .. I
s spacing - R wd 1. 'This checklist shall be metin its entirety, excluding the specific exception noted ln•2, to dompiy th the're ulrements of
•lNail.Stud p g..........................y......• ......... q
(Figs a E3) .............:...... .
780 CMR 530i.2 i.1'iterti 1. if the checklist is,net in its entirety tIten the follbw)ng metal straps and hold dawns are not.
t Wail Storyses r idle.
r .-___:-5--... / U WF�'UI1tOmp u '
° d.2 EX:fI°RIOR 4YALLS' in: Vj• . Steel Straps per FigureG
t'` equlred _
a Ste p p
_ - b. 20 Gage Straps per Figure 1i'
Wood Snr85 (Cable o): ;Y !r° 2
• - oadbearin walls., ............• °.:.ln. lift Straps peff-i re 74
(Table �).:..-_ .-
....... _ d, All SEraps Per Figure 17
i
Non-Loadbeanng walls ................._.... � ' � � �
Gable End Wall Bracing a :•---•• •••'••'•''-••' e. Comer Stud Hoid Gowns per Figure 18a and Figure; i8h .
• ....(Fig 10) ............................... -- .-....
alt Studs ............. (Fig 4 4)„•__ .................................. 9VV Fxceplton: Opening heights of uP to S ft. shall be permitted when 5% is added to the percentfu[I height sheathing
:.._•
P Attic Floor Length.............._I...... ..:....... „ / fi 2 0. ` reQuirements shown to Tables 10 and i'?.
vVS,
..... Fi 11
n" 'n' th (if WSP not used).........,.. ( 9 )•••�••• - _ w I, The,bottom sill plate In e#edOrwsl[s shall be a minimum 2 In. nomfnaf thickness pressure treated 9 -2 -grade.
Gypsum CeiU g Le 9
min.wth3x4plockmg,@Oft.spacinglnendjoistortrussbays; 1�
and 2 x 4 Continuous Lateral 82ce @ a I ac, ,. (Fig 111..,,.,, -,........
or 1 x 3 ceiling furring strips @' 16'spacing
poublaTop Plate _
{Fig 13@ndTable6).,c.... % t
{
Splice Length ........ ,--._............................_
•
P.
d
t Slice Connection (no,'of 16d common netts) (' )
i
s_1
,
Table 2. General Nalling Schedula.
: II
IYP
i7�
Number of
TO HEADER WfTH -
.Nail 8Paq a
Common Nails
TWO ROWS OF i6d.
Rpbf Framing
Biockingid Rafter (Toe -nailed)
NAILS AT 3" O.G,
2 5/8' ANCHOR BOLTS WITH
.
PIrn Board to Flatter (End halted) ' -
-16d-
3-16d • ,
-
- ,. dew � .,•y.,. .r �:
Must, extend
j
Wall f=raming
Top plates at-intsrseotions (Face -palled)
4-16d
5-16d
at Joints
Stud to Stud, (Face -nailed)
2-16d
2-1 Ed.
24" o.c.
Header to Headar(Face-nailed}
16d
16d
i6'o.c..along, edges
up over
_ 4-8d
4 10d
'_'•per joist
Blocking to folst(Toe-,tatted)
alocking.to Sill or Top Plate (Yoe -palled)
I°?keg
2-1Od
4-1 Ed '
heoder
Ledger Strip to'Beam or Girder (Face -palled)
3-16d
4-1 fid
each Joist -
Joist on Ledger•to;Beam (Toe-NaAsd)
3-8d
3-1Od
per -Joist,*
Band Joist to Jolat (End-nailed)'(1=18.14)
3=16d
4=16d
'3-16d
per•Jolst
Band Joist to Sill or Top Plate (Toe-nalled) (Fig. 14)
2-'16d.
per foot
'Roof Sheathing
Wood Structural Panels
Rafters or trusses spaced up
rill
fid
10d ' .
6" edge/ 6" field
Rafters or trusses spaced over
16" o ;c. , '
_ fid
Ed.
Ica
10d
.4' edge/ 4" field
6" edge/ 6' field
Gable endwall rake or rake truss wlo gable ovefhar j'
OR
Wall
NAIL 5CNEDU
ad COMMON
AT 3" O.G,
` Neil schedule
Ed corhmon
00, o.c.
-- r.
must exiend
'e o
I,
,
. tf up over i- •.e
N header c .Wi e . A% . d•e . d•a . 0•e. .AA..
EXTEND HFIAVER.
ICING STUD
,
Table 2. General Nalling Schedula.
: II
IYP
i7�
Number of
TO HEADER WfTH -
.Nail 8Paq a
Common Nails
TWO ROWS OF i6d.
Rpbf Framing
Biockingid Rafter (Toe -nailed)
NAILS AT 3" O.G,
2 5/8' ANCHOR BOLTS WITH
.
PIrn Board to Flatter (End halted) ' -
-16d-
3-16d • ,
-
- ,. dew � .,•y.,. .r �:
NAIL 5CNEDU
ad COMMON
AT 3" O.G,
` Neil schedule
Ed corhmon
00, o.c.
-- r.
must exiend
'e o
I,
,
. tf up over i- •.e
N header c .Wi e . A% . d•e . d•a . 0•e. .AA..
EXTEND HFIAVER.
ICING STUD
11flMPH EXPOSURE 13 WIND ZONE
,
Table 2. General Nalling Schedula.
: II
7.
NAiL TOP PLATT=
Number of
TO HEADER WfTH -
.Nail 8Paq a
Common Nails
TWO ROWS OF i6d.
Rpbf Framing
Biockingid Rafter (Toe -nailed)
NAILS AT 3" O.G,
2 5/8' ANCHOR BOLTS WITH
3"X3° PLATE WASHERS
PIrn Board to Flatter (End halted) ' -
-16d-
11flMPH EXPOSURE 13 WIND ZONE
Table 2. General Nalling Schedula.
JOINT DESCRIPTION
Number of
Number of
.Nail 8Paq a
Common Nails
Box'Na)is
Rpbf Framing
Biockingid Rafter (Toe -nailed)
,
"2-8d
2-10d-
each end- -
PIrn Board to Flatter (End halted) ' -
-16d-
3-16d • ,
each end
Wall f=raming
Top plates at-intsrseotions (Face -palled)
4-16d
5-16d
at Joints
Stud to Stud, (Face -nailed)
2-16d
2-1 Ed.
24" o.c.
Header to Headar(Face-nailed}
16d
16d
i6'o.c..along, edges
Floor Framing
Joist tb Slll, Top Plate or Girder (Toe-Nalled) (Fig.14)
_ 4-8d
4 10d
'_'•per joist
Blocking to folst(Toe-,tatted)
alocking.to Sill or Top Plate (Yoe -palled)
2-811
3-16d.
2-1Od
4-1 Ed '
each and .
each block'
Ledger Strip to'Beam or Girder (Face -palled)
3-16d
4-1 fid
each Joist -
Joist on Ledger•to;Beam (Toe-NaAsd)
3-8d
3-1Od
per -Joist,*
Band Joist to Jolat (End-nailed)'(1=18.14)
3=16d
4=16d
'3-16d
per•Jolst
Band Joist to Sill or Top Plate (Toe-nalled) (Fig. 14)
2-'16d.
per foot
'Roof Sheathing
Wood Structural Panels
Rafters or trusses spaced up
to 16" 0.0.
fid
10d ' .
6" edge/ 6" field
Rafters or trusses spaced over
16" o ;c. , '
_ fid
Ed.
Ica
10d
.4' edge/ 4" field
6" edge/ 6' field
Gable endwall rake or rake truss wlo gable ovefhar j'
Gable endwall rake or rake ,truss wi structural out lonkers
fid
10d
-
6" edgel 6" field .
Gable andweilt rake'orrake truss Wl lookout blocks
fid
10d
a edge/ 4" field
Ceiling Sheathing '
Gypsum Wallboard
5d coolers
74 edge11Ott Paid
Wall Sheathitlg .
Wood -Structural Panels
Studs spaced up to 24" o,c.
8d
i0d
6" e(fge/ 12" field
Ye and 25/32" Fiberboard Panels .
8d {'1}
3" edge/ 6' feld
VVGypsum!Nai)boatd
5d 000lers
-
7"edge/10" f aid
Flbor Sheathing
l
Windtru�turai:Paneis
1" or less
fid
10d
red gel 12' field
'
Greater than 1'
100
16d
6' edge/6'fteld
{.1) Corrosion resistant 19 gage nails and 16 gage staples bre permitted; check LSC !or additional
requirements.
Nall: Unless otherwise. stated, saes given for nail§ -are common wire s'lzes,
Boxand ph'eumaficnatls of equiv4ie tt
diameter and equal or greater length to the speolfled
oommon nails may be, substituted unless otherwise,<',
prohibited.