HomeMy WebLinkAbout89 Baker Road - Wind Compliance ChecklistAPPLICANT TO COMPLETE & SUBMIT WITH PERMIT APPLICATION AWC Guide to Wood Construction in High Wind Areas: 11 D mph Wind Zone
AfYC,Gnide to WoodCorrstrucllorr to ffigh fYinrl Arens: 110,nrph rf'ind Zone
� y¢i�' (;uirlc to flood CUn•struction in ffigh YFinrlAreas:..110 inl;lz T.rinel Zoni (t/18SSiC11(lSCtts C17eCfClESt ilii' C()iil )IlRf1C( 780 CNt[t 53t11.2.t,1 t Massachusetts Cheekhst for Compjlance (7n am5mi.2.1.))t '
Massachusetts Ctiecl(list for Co fiplianee (7 O cntRs�nt.z.7..;). . .... .. _ _..._ , , a
Loadbearing Wall Connections
Q Cbeck
Lateral (no. of 16d common nails) ............................... (Tables 7) ...... _... x+,14,?...1::1!':14£!'x.....,.._.... Z= a. and Bu p Percent Full -Height
From Tablas 10 and 11 and location of wall sheathing a lulling Aspect Ratio, determine
Compliance Non-Loadbearing Wall Connections Sheathing and Nail Spacing requirements
Lateral no. of 16d common nails s ..:........................... able 8 ._....,,........................................_.... '
• � ( ) Cf ) �_ b. Woad Structural Panels shall be minimum thickness of 7116' and be Installed as follows:
1.1 SCOPE ,-.,-,. 110 _mph Load Bearing Wall Openings (record largest opening but checkiafl openings for comptian--to Tahte 9) L .Panels shelf be installed with strength axis parallel to studs,
Wind Speed (3 -sec. gust).........:......................................................:......:........•• ,,:,,.B Headar Spans ....................................,......:._..._....._ (Tab a 9)._.........._................ In. 5 11 ii: Ali horizontal Joints shall occur over and be nailed to.framin .
...................................................
P ........-... Sib Plate Spans - , . . (Table 9) ....................:... •.. t... �I,' in,:5
Wind Exposure Category ................... g
" """ Ili, On single story construction, panels shall be attached to bottom plates and top member of the double
1.2 APPLICABILITY t Full Height Studs (no. of studs)......................... .......... (Table 9) ..... ............. I........................... ......._ top plate.
Number of. Stories (a roof which exceeds 8 in 12 slope,shall be considered a story) T� stories 52 stor es Non -Load Bearing Wali Openings (record largest opening but check all openings for comp"ince', Table 9)
..................(Fig 2) ...:.... ........ ... - 512'12 Header Spans..,................_........,_._............................. (Table 9) ............ . .. '6 ":(D'_ in. 5 12
/ Iv. On two story construction, upper panels shall be attached to the top member of the upper double tap
V
RoofPltGh................................................... 533'I ban
............................ t 2
l.d� ft, Sill Piate Spans ................... .:..............._.........._....... (Table 9)._.........._,._..........._ ... 3 .'t O_ in_ 512" plat and to b Joist et bottom of panel. Upper a attachment o I d joist
Mean Roof Height ....................: (Fig )•••••••"""""•'- , � and lower made t lowest plate t first floor framing.'
Fi 3......:.......................:......!� ft 5 80" Full Height Studs no: of studs r panel shall be made to
.9 g
........................
Building Width. W ............................•, { g ) —�- 9 {)_...._,.....,...-...-........__..:.(Table9)._-.-.....,-.-._
- - — v. Horizontal Hall spacing at double top plates, band Joists, and girders shall be a double row of 8d
F 3 t F3 ft 5 80 Exterior Wait Sheathin fo Resist U lift and Shear Simultaneously
Building Length. L.....................................:.....................(F g ),._............ g P staggered w, V I o II inert
Building Aspect Ratio UW) - Z •.---•••-•-•••....•'( ig 4)•••._..:^' -' a t.2 ,,,,s 3-' Minimum Building Dimension, W' a r at 31 a ing for el Attach
......-:2 ............. U
Nominal Height of Tallest Opening
...._.(Fig 4)......' [ i:. vs 6'8" . �� Nominal Nei htof Tallest Opening - ...._.:.......
nc es on center perfigures bolo ertica and Horizontal Pan
'9 ........................
.._ Sheaihtng Type._ ..........................._.........-,. (note 4).-_.-,.._...-........._.......... ......
f,2._r2.{�t"i
1.3 FRAMING CONNECTIONS Edge Nall Spacing ....... :..................... .._......_(Table l0 or note 4if less) ........... I ............ • in.
................................................. Nati S'psring.._._..._.,;,._-..._.....-:._.._-..-..:: (Table 10)..,.-..-_..._.........._-..._;.....,__......_..�
General compliance with framingconnections.................(Table 2)............ -
Shear Cohnectlon (no. of 16d common narls)(Tabie 10) ............................ ............
4
Field.
PercentFull-HeF ht Sheathing .__._:_.....:_-_... (Table 10) .......... _„_...... .............I...._._._
2.1 ,FOUNDATION h g r Walt with Opening 6$ ( Concepts) Foundation Walls meeting requirements of -780 CIO 10.4:1 [ 5% Additional ..._
�!- I She for O e ing> ' ' Design ce is .._ � - -
................_._.... Maximum Building Dimension, L Era aEslaoN
Concrete ................................................... .... - 'NominalHel ht ofTallest0 enin z - •` -:1:.,6,8' ad ue
9 P 9 • ................................................ _
Concrete Mason •••-••••••......... _
Sheathing Type .....
....................................:(note 4)-_..: ..... _........_....... ........,t�LQf3.
t a I Edge Nail Spacing... _ able 1 t or note 4 if. less ...._._...._.,.. in.=' - ---
2.2 ANCHORAGE TO FOUNDATION' 9 P g•.• .........................•...__.-.: .: {I
5(6" Anchor' Bolts imbedded ors/8' Proprietary' Mechanical, Anchors as an alternative In concrete only Field Nail Spacing ......................................... (Table 11)......._•__...._.._,._...,..._.._.._.__..�_ in,
2 in- '
� II tl
• ...... Table 4 .............................. .. ... .-. Shear Connectlan;(no- of 16d common nalls)(Tabie 11).c._..._....:_.__._...._......._._.... / 11 I1 II .
-BoltSpac,ng.-general.........................._........ ( )
Bolt Spacing from'endfjoint of plate ..........................(Fig 5)..-: ........... :...:.-..:.--..-._. 6 !n -.S 6'-12' _
Percent Full -Height Sheathing ......................(Tablell)............_._..___._...,_____. .;ZI % v II li:
... '' 5% Additional Sheathing for Wall with Opening > 6'8' (Design Concepts)._-_._:._ .. 3� "
Bolt Embedment- concrete.........................._...-.......(FigS).,....-__,..._.._......, rt�in.:2.T �,f_ ...
............... F 5 .. .._:, -I% n. - 15" _ Walt Cladding
. _._.
SoltEmbedment- masonry .......:....:.......... ( g )'-'.__.,.__....._.,._ _ z .; 9 '
:,-(Fig 5) ................_........_.,............,_,2 3: x 3''x 1/ _� Rated for Wind Speed?.__..__._._....._.....__............._....__........__...._..._...-'•--•._......r_...._._.....__...,._.........
............................ ._.
Plate Washer ................_.....-................................. - •� �
,..:5200FS
3,1 FLOORS Ed
Rafters rs usa
AW12Floor framing member spans checked ............... (per 780 CMR Chapter 55) ......... Roof framingmember spans checked? Snan.Tool;see BBRS Webtte
j....._,....-,_............_.-.....-..:.... RooOerhaur79
Maximum FIGorOpening Dimension ........ .....:.............(Fsmaller of2'-or a IhI
'
U3
l 6 tl
Full Height Wall Studs at Floor Openings less than 2' from Extefior Wall (Fig 6).... --._._„` ................... ... Truss or RafterilConnections at Loadbearing Wails _
Maximum Floor Joist Setbacks Proprietary Connectors
U lift ..................................... _..,...__ ahie 12 ......_....„......._......:._.......o.... tJ= ✓ ', „ „ ,
9 )................................................ / ft sd P. . Ra ) _'�i7Plf a � u ,
iSupportmg Loadbearing Wall§ or Shea wall...............(Fi 7
•Maximum Cantilevered FI'oorJotsts .' Caterel.-•................._..._..-_.._.......:.(C ole i2}..._-.._,_..........._._...-.-__........,.,L=•��-y�:� pif —�
Supporting Loadbearing Walls or Shearwalt...............(Fig 8)_ ...................................... ....... / it ` Shear ..................................... _..._-. (Table 12) ............. ........................... -...S=-�C-pit „
Floor Bracing at Endwells.................................................(Fig 9)........._.,...,......... ••,___,••___......-- • Ridge Strap Connections,.lf collar ties not used per page 2.L.. (Table 13) _ +....._..__....... T Ji6Lpif
g Type .........................I... (Per CMR Chapter 55 ..,....._.........-... Gable flake Outfooker........................(Figure 20
Floor Sheathing T e._,ss................. (P P ) � ).._....__, _. ,Pts smaller of Tor II r
er 780 CMR Chapter 58
Floor Sheathin Thickness {P ) ,dgc• ....... � rn Truss or Rafter Connections at Non-Loadbearing Wells -
F1oor.Sheathing Fastening...............................................:(Table 2).. JLd nails at _in edge / !� {n Held �” Connectors
t7Pilft;i ..._............................... ..... (Tabic 74)._.._...._....._........._.._......»..1 `�P _ h• V ,
-}
H
SEP
Proprietary
4.1. WALLS / j Latetat (no_ of l6d,common naffs)._ (Tatz T4) ...................... ......._..t.
Wall_Heightt 7 it 51A' �/ Roof Sheathing;Type'...:............_...._....-......:..._..___.._..(pet'T80CMRChapters58......5g)....._..__.: a® '
(Fig 10 and Table 5 . s 1 f S Detail on Next Pa
Loadtrearipg .walls .........:.:...........:......:....... ( 9 ) Roof Sheathing, Thickness:._..._... _.:_........__...........__...... ......._..._..,.._._.._...._.. 4 .in. 27/16"WSP ! 9e
.. F' 10 and Tattle 5 --....,... ` : _ ft 5 20' � I — --4�
Non�t1hezzin26;vr&its__•- ..............__.._......... { C9 ) l _ Roof. Sheathing Fastening..._..-__._.... _._ _..___.. (Ta 2).,.__..___.:___......._...._._...._....__...
j _
F 10 and Table 5)-.._ m_ 524 t :r "" Vertical and Horizontal Nailing
WaILStud Spacing :....................................{ g.. ft �•T" Notes:
W It Sto �ifsl+s .......................(Fags7&8) .._.......__.., ......... _ t Thi ch kfstshall be metln Its a tir excludin the specific' xception noted !n 2 to com fv with there ulrements of for Panel Attachment
AWC Guide to Wood Construetion in High Wind Areas: 110 mph Wind Zone
Massachusetts CheckUst for Comphance (780 CNIR 5301.2.1.1)'
P... ----- _ x cera Eo asnacraeDZTTAe
Detall
Vertical and Horizontal Nailing
for Panel Attachment
a ry ._.._--- ..............:• s ea r n ety, WI 4
' - / 7 M
80 CR 53b`1.2.1.11 1
'Item'- If the cheickfist Is met in its entirety �tlBan the following metal straps and hold dawns ars not
4.2 EXTERIO R WALLS ! - _
Wood StudlE' , ^ • V qua. d Steel Straps per figure 5 uide: -
Loadbearrhgwatls.-._._._,_........................... ...............(Tabie•5).,.t •. .. 'U b in. b. 20 Gaga Straps per Figure II -
re
g .......................... Table 5 .... • ....... , In. c, .Uprift Straps per Figure 14 .
Non-Loadbearin walls .................... ( ) � � -
Ful( Height Endwall.Stvds.......................... .......... ( g )...._....._.-_..."--..._...._- - per Figure 17
Gable End Wall Bracing • d_ All Strips+
9FF 10 * •--• j e_ Comer Stud Hold Dcwns per Flqure 18a and Figure. l8b
WSP Attic Floor Length ............................................... (Fig 11) ...... ......... .................._...:.;.._G,� ft2W13 -
G sum Ceiling Length (if WSP not used)_______________(M-511)........-__.:-_...._ ...... f ft 2 0.9W _' • L Exception: Opening heights of up to 8 ft. shat(be permitted when 5% is added to the percent felt height sheathing '
Gy .... requirements shown in Tablas 10 and 1'1_
:......I.... I_ The. 1a p
and 2 x 4 Continuous Lateral Brace sp 6 i o.q. _(Fig 11) ....:.........:........ _�
or 1 x 3 ceiling Purr ng st Ips @' 16 spec ng min. w th 2 x 4 block ng Q 4 tt spacing to end joist ortruss bays; V plate n exteriorwalls shall be a minimum 21n. nomirtat thickness ressure treated #2 -grade.
DoubleTop Plate
Splice Lengthth _.is . -j...,
_ ........... 13 and Table 6) ....
Splice Connecton (no. 16d common ra......
...._...:.__-.....
/DOUSLE TOP PLATE.
OR .
Wall
sheathing
must extend
up over
header
5heathing
joint at
approx.
mid height '
EXTERIOR
VIEW OF
GARAGE
OPENING
A P_ .
'TNE ENGINEERED
WOOD AS3dcrATloN
Nail schedule
Ed common
at 3" o.c.
-at•3• o.c,
NAIL BCSEDI
ad COM%ON
AT 3" 0.:,
EXTEND HEADER
TO KING STUD
—",+•� NAIL TOP PLATE
• �� TO HEADER WITH
TWO ROWS OF 16d
NAILS AT 3" O.C,
2 5/8" ANCHOR BOLTS WITH
3"X3" PLATS WA8HER8
rn u•n P•e D•n d•° d•n
110.MPH EXPO&URE B WIND ZONE
Table 2. General Nailing Schedula.
.JOINT DESCRIPTION Number of Number ot-Nall Suac(n„g
Common Nails Box Nalls
Roof Framing DOUBLE HEADER
Blocking to Rafter(Toe-nailed) 2-8d 2-10d' each end .
Rim Board to Rafter (End nailed) - 2 -Md. 3-18d each end
Wall Framing
Top plates at Intersections (Face-nalled) 4-16d 5-16d at joints
7" edge/ 10" field
UIREPIENTS :AT EACA END OF, HEADER
a
MINIMUMRIE
FULL.
NU ER: G?I
UPLIFT
LATERAL
HEADER. SPAN
HEADi�
Stud to Stud (Face-nalled) 2-16d 2716d. 24" o.c.
gl
FULL -HEIGHT
CLB.J
(Li3,)
HE=IGHT
STUDS
21
Header to Header (Face-nalled)16d 16d 16" o.c..along.edges
1
711.
132'
3,
STUD
2
416
lea,
4'
2-2X4
Floor Framing
534
264
'
2-2X4
DOUBLE JACK 8TUD _
693
330
6'
2-2X6
3
Joist tb Sill, Top Plate or Glyder (Toe -Nailed) (Fig:14) _ 4-8d 4-1Od per joist
396
1'
2-2X8
3
N
462
8'
2-2x12
.3
1,101$
Blocking to Joist (Toe -nailed) 2-8d 2-1Od each end .
9'
3-2XIO
3
1,241' '
WINDOW SILL PLATE
10'
3-2X.12
4'
1,385,
660
Blocking.to Sill or Top Plate (floe -nailed) 3-116d 4-16d ' each block
472XIO.
4
1,524:
126
1
Ledger Strip to Beam or Girder (Face -nailed) 3-16d 4-16d each joist,
%" and 25/32" Fiberboard Panels 8d {"1}
, ' 3" edge/ 6" field
Joist on Ledger -to Beam (Toe -Nailed) 3-8d 3-1 Od per joist
a'-
Band Joist to Joist (End-nalled) '(F)g.14) 3.16d 4"16d per joist
_
_ _ _
_ _ _ _ _ _ _ _ _ _ _ _ . _ _ _
a
4'a
_ _ _
d •:,
_
"'
Band Joist to Sill or Top Plate (Toe -nailed) (Fig. 14) 2-16d . 3-16d per foot
d m
d •aY
- "
—
Floor Sheathing
'Roof Sheathing
Wood 5truoturial- Panels
Wood Structural Panels
° b'n d d'a
4 9'e
-d
d
d'�
° d'd' n d •a
° d
Rafters or trusses spaced up to 16" o.c. 8d 10d 6" edge/ 6" field
1" or less 8d
10d Wedge? 12" field .
-=
_.
.
�...
.
Rafters or trusses spaced over 16"o;0.,.' 8d 10d .4".edge/4"field' '
---r�;
--------------,
__.___ ________
__
16d 6"edge/ 6"field
Gable endwall rake or rake truss w/o gable overhang' 8d . 10d 8" edge/ 6" field
=
_ _
-
-
#C%-
Gable endwall rake or rake truss w/ structural out lookers 8d 10d 6" edge/ 6" field
r • ° c R : • a. ; . 4 U
Gable 6dwall rake or'rake truss w/ lookout blocks 8d 10d 4" edge/ 4" field
°
o r A m d.4 d o 4-4 d u 64 4 n ., d'a
Ceiling Sheathing
j
A
do ° 8 oA ° 0, v,," o ? o ° v a A . a n a n c , p,r•
Gypsum Wallboard 5d coolers
7" edge/ 10" field
UIREPIENTS :AT EACA END OF, HEADER
a
MINIMUMRIE
.d
NU ER: G?I
UPLIFT
LATERAL
HEADER. SPAN
HEADi�
(FT.)
gl
FULL -HEIGHT
CLB.J
(Li3,)
STUDS
21
2-2X4.
1
711.
132'
3,
24X4
2
416
lea,
4'
2-2X4
2
534
264
'
2-2X4
3
693
330
6'
2-2X6
3
831
396
1'
2-2X8
3
N
462
8'
2-2x12
.3
1,101$
528 .
9'
3-2XIO
3
1,241' '
594
10'
3-2X.12
4'
1,385,
660
Ila
472XIO.
4
1,524:
126
Gypsum Wallboard 5d coolers
7" edge/ 10" field
a
.dOm ,oda
.d
dm
.°dm
.rid^
°A•A
°A,.
°A,�
ddo'o�d
p Q
1.JL
'II I ^may �I *I �i
LL =1
TYP, ANCHOR BOLTS AND
07.
W d o- rZ Y I I V a�7
VyaII Sheathing
Structural Panels
c
°
"X. e'AX
/k. "
PLATE
WASHER
, q
D'
N
'n
'a ,
o
AC
. d
.
aI
d a
'4
Af
LOADPEAR NC
WALLei10
spaced up to 24" o.c. 8d
6Studs edgel 12" eld
1
%" and 25/32" Fiberboard Panels 8d {"1}
, ' 3" edge/ 6" field
a'-
Gy psuWallboard .
n
a
4'a
d m
d •:,
d •n d^n
d m
d •aY
- "
—
Floor Sheathing
Wood 5truoturial- Panels
° b'n d d'a
4 9'e
-d
d
d'�
° d'd' n d •a
° d
1" or less 8d
10d Wedge? 12" field .
-=
_.
.
�...
.
Greater than l" 10d
16d 6"edge/ 6"field
_ _
-
-
(".1) Corrosion resistant 11 gage nails and 16 gage staples are permitted;
ct@ck IBC for additional requirements,
Nail: Unless otherwise stated, sizes' given for nails are cornmon wire sizes.
Box and pheumatic naris .of equivoleht
diameter and equal or greater length to the specified -common nails malt be substituted unless otherwise
prohlb!led.
- 1
]Bruce
DRAWN BY
SCALE -.14T APPROVED BY:
-
- -.
cmfio
ATE..-• �-
L„„�,.: , -
REMED
77+21”' 773
-.-. --..
-
DRAWING NUMBER