HomeMy WebLinkAbout57 Lewis Bay Road Pool CabanaAPPLICANT TO COMPLETE & SUBMITWITH PERMIT WITPERMIT APPLICATION A pvC Guide to IrV rad Corrstruefiorr in Ifi3A Wind Areas: 110 mph !hind Zoa
)(i�'(s'arideto fllood('onstrsactinrrififrit;h POnd_lreas: )10rnfih pyindZone MassaCCltisetfs CfleC((ast fol- Coill()I[f3nCe(780Ch1125301 Z 11)
/ Y
.P_ ' - Loadbearing Waif Connections I
��gSaCtltr$E ttS C.hC(1LilSt $®1' �`�� i1�1t%Cf (7800 LR 1(31..1.1• )i 0 Check Lateral (no. of 16d common nails) --------- ---- (Tabies7)... .... �....... -
lit t'-1 {,!l- 1�
Compliance Non-Loadbearing Wa(l Connections
- - � Lateral (no. of 15d common naris) ... (Table 8)._ ..... .------- _
h Load Bearing Walt Openings (record largest opening but check all openings for compifaorr to Tahle 9)
1.1 SCOPE 710.mP —} ........._.............. in T
..........................................._...__............. _SL Header Spans -(Tatde9}... G a in < V S
Wind Speed (3 -sec. gust).._---------------------- -------*--..--. - � ----- ........:..�B 2 _ '-
.--....--------- --------- able 9 ...-`---�-�--'-----......... �
................----...._.....__. -�-�----�-----.........---�-�- Silt Plate Spans__......._.-�---.........._..-_._._...-......-...._. (T } � � 1
Wind Exposure Category-.--- ----- f Full Height Studs (no- of studs). ............................_.. (Table 9)__...._......... ----------- ..._...._........ ......
V g
:ABILITY - e considered a story) stories 52 stories Non -Load Bearing Walt Openings (record largest opening brut check all openings for coma°t -,(D; Table 9
1.2 APPLICAB< )
' s a roof wfiich exceeds gin i2 Stope,shali b - � � < 12:12 � Header Spans- ('i"able 9).._......._......_._...._... .(� in - :c 2' °r
Number of Stone { (Fig ) -- - ff, 5 33' _ V Sill Plate Spans .....................................-._...I.._..._ _.... (Table 9) ------ •_....._:._...___...._ 'd .`t o -in- <- 2"
....-loco- p _
Roof Pit9h .:......:.......... ... ---............... FI 2 CG e ._;...--..-_._._....._-
---- --'--._....._..,._....(Fig 2) ............................._......._ t Q, ft 5 80" ------- --------- - - -------------_.--------
Mean Roof Height _........:................ Full Height Studs (no of studs).._ .. ousl
9 -
{Fig 3)_...._..----- -------------- 32 ft 5 80 Exterior Wa0 Sheathing to Resist Uplift and Shear Simultaneously
Building Width. W ......_...----_.._.------.:_.---* .................... Fi 3 i i. 68
( 9 ) ( <3: flinimum orn' inng Dimension, W'
Building Length, L .;....._ ...................._..........................-: �/ 2 ---'----'- . - _- - —
(Fig 4).... 5L.tni;�Z 6„r£ . ";,5 6'8• No Height of Tallest Opening
Ed e Nail S acro-----.-..---•� <
Building Aspect ftatw (L/W)......:.z....-.-.-....................... ' -- I ti
.....(Fig 4).....: Fiald.hai'9S Yacm - - - (T to 4)...- " M1.
Nominal Height of Tallest Opening ------ - - Sheathin T cing. .:.. .: :....:: �-.-: ----- �`...-' Table 10 - r note 4 if less) ..... ......._.._._..-.-_ n. a
_- P able 70 .._..._.... -•- -
9.3 FRAMING CONNECTIONS - Shear Connection (no of 16d common nads)(TaSle 10) ............. ...._. _..__.._._.
....... Table 2) ............. a
loco-- -
General compliance with framing connections...... _ _ _ -------
5%
__
/ Percent Full -Height Sheathing .................. (T )---------------- -
2.1 .FOUNDATION requirements of 780 Clv: 109:1 L Maximum Building Dimension, a(LSheathing r Wall With p n g 68 ( _ Concepts) .......... 8-r_.y�,y
able 10-
fo - C e in > - Design is .._
Foundation Walls meeting req -�- -
_..._...----'--.........
....-�-------�- � Nominal Height of TaOe_.O Opening 6
SheathingType.-...- ---n---- -- ............._(note )----....................._.
�r
Concrete.................... .....---............_. .._-'-...... _ !e4)--._:_.._............_..._:.-_......-
Concrete Masonry ...... .. ... ...... ..__�-.-.----- � � - able 11 ornate 4 if less) _�._ n•
Edge Nall Spaang_.....-•.-------cool less)
Nail Spacing ....._....--- (Table 11).-.... ..................................-_ n-
2-2 ANCHORAGE TO FOUNDATION' 3 in- _ __....._.-__---.----------•---.---`-- - -. n
Shear Connection (no. of 16d common. nails)(Table i 1 }..-
5/8" Anchor Bol,s imbedded or 5/8" Proprieta'y f' _ a ... (i able 4js a - an alternative in Generate`i nIY - Y percent Full -Height Sheathing .__ _ _ _.- - . - - - - ----- ........
eneral .. i? in .56'-12. If ..... ... .. .__.
Bolt Spacing -g a 7"_ - 5 / Additional Sheathing r Wali with n g (Design Concepts) ---
P / P _. (Fig �..:... Lp
a Additional in for •tti Dpe in 1 > 6'8" Desi n Cance is ...
I`inf�—
Bcii S acing fromenol oint of late
Bolt Embedment-concrete.........................._...._._._.(Fig 5)... _..._:._._._... _. _...........-.: (;n rn. Z 95" _3- Waft Cladding
..._.._ ................{Fig 5)........_--..__... _,...._........._ Rated for Wind Speed7_.__..__.._._....__._.--"----.._-..-...__._._..._.__.--`...._-._..___...__._......---.._•__.._.-•---•--.__...
Bolt Embedment- masonry......_:. ...:.(Fig 5) ....... 3" x3"'x �"
------- ------------- g
Plate Washer -----'--'- -- ..--------------
FS
S.i ROORoof framing member spans checked?.. ---------- (For Rafters use AWC Sn_an Toot, see B8RS W bsite)
3,1 FLOORS - (per 760 CMR Chapter 55) ............ '"--ft 512, ° __ _ i e i ) -----, _..- . - smafferof 2 o
Floor framing member spans checked ..........................(P . -. -. --- --. -- , ..... Truss o coot ---- Walls I
. (Fig 6) ..... _......
Roof Overhang
.. -- r Rafter Connections at Loadbearing
Maximum Floor -Opening Dimension.................... ,. , ... _..
Full Height Wall Studs at Floor Openings less than 2' from 6denor Wall (Fig 6).. ............. Proprietary Connectors - _
Maximum Floor Joist Setbacks ._-.-_ .. , O� ft 5d Uplift .................... .. (T. b 12}
-.. (Fig 7 -. - ----- ..
ie U - �fss If s,`•�
Supporting Loadbearing Walls or ShearwalL_. .... ( 9 ) i Lateral.................. ..._. .._ (Table i.2) L If
.. .. (fable 12).----•--....-------........................S If
FAaximum Cantileveted Floorjoists_ - _ —'-
Ridge Strap Connections, if collar ties not used per ale 21... (Table 13) _ -j' or
Supporting Loadbearing
Walls or Shearv✓a!i...............(Fig 8)............. .-.--.----•------ --- "`� ft d _ -- _•_ smallero 2 or _
...._...._.....( g )...._._.._ ..._
Floor Bracing of Endwa!Is......._..-------.......... .( er 780 CMIR Chapter55).........:.............._..,_._.- —� Gable Rake QCooaken__.._-.--.-....__..____.._-.-.._._al Figure 20) _ _.
Floor Sheathing Type ..................................................:... P � ....� in.
Truss or Rafter Connections of Non-Loadbearing Watts
...,--._•..(Per 780 CMR Chapter 55).._..........:- - Proprietary Connectors
Floor Sheathing Thickness ................ ) �d nails at ' 1 in_edge1I 1n Reid ........••-._._.._...---__-•.•..-__•••• U- x
(Table 2 _.-
g ..................:........... 3.
Ible.14).... '_
Floor Sheathing Fast
-
...._ _...._---...}__ (... bite "4......... .......................•--•-..l_ _[Lo
4.1 WALLS Roof Sheathing Type
no. of 16d common Wads• (perf80 CMR Chapters 58 59) ---.._-.__.- .
Wall Heightt i 510' Roof Sheathing Thickness .................. ;`..._......._............_......____.Ta=1--- _......_ _
. ........................................(Fig 1'0 and Table 5).........._........ ..................
Loadbearing.wal(s............. R 520' Roof Sheathing Fastening (Taale2)_..-__-.__----._... n >7 6"
Nomlarri+iiaeai:i.:vrg(is_•--11
...............--......---,..-----.....(( 9910 an Table 5),.,------...._--- t(0 in15;24',o:c. Votes: tS'. --- ._9 specific
ted' t hi Che 5ist shall.bb met inlgi the check(st is met it is enie exception noted in 2, to comply with (he re uirements of
...(Nall Stud Spacing ................:............_...-....._.. � .(Figs 78.8)------- _ ft _ _
_•-.,---_- - n the following eta( straps and hold s are not
Wall Story�>s`--� ._----.----- tyil}Be � wi m ra s d wn
required per the WFCM 110 mph Guide:
4.2 EXTERIOR WALLS' _ _ 1
Wood Stud -b5 - -7 . in: _
a Steel Straps per Figure 5
-----"--toot -`
.Loadbearing walls.--r....:.........-.....•----_............I.........{Table's).: . 14,ft G -tn`{
4 20 Gage Straps per Figure
c Uplift Straps per Figure i
Non-Loadbearing walls.............__...._._.............._......(Table 5)._.• Ci/«-- a d. All Straps per Figure 17 4 -
Gable End Wall Bracing'- - --••----='-- e_ Comer Std Hold.Downs per Figure 18a and Figure ;
Full Height Endwall.Studs:...............:.........................(Fig 10}...._...--..._.._.._..._...__. -.___ ft AN13
Exception: Opening heights of up to 8 ft. sha0 be permitted wt}an 5% is added to (fie percent fuif-height sh athing
WSP Attic Floor Length..-- ...................._........- {ftg 1 1)._......._......._--I-. ------- s shown in Tables 10 and 11_
Gypsum Ceiling Length {if WSP not used).................(Fig91)--. _..___.-_._- -_-�-- ----_. _ � 2 0.9W _`r � The bottom sill p extenorwalls shat( be a minimum - nominal thickness pressure treated
ti requirement h ,
°-0--- F 11' - -- -----
•li late in 2 in s -#2-grad _
and 2 x 4 Continuous Lateral Brace 6. in (Fig 1- ---lock: g 4 ft, spacing
in end joist ortrusstays: `tf ,
or 1 x 3 ceiling furring strips @ 16' spacing min. with 2 x 4 blocking @
Double Top Plate . ,.(Fig 13 and Ta61e 6) :.. ---------------
Splice
---- - -- '—
'ff
Splice Length - ----------- ------- -- ----- -_.•- --t4
Tabf e 6 .-.---
Splice Connection (no. of 98d common nails) .-- - ( ) ,.
M Wall
-i � ��, sheathing
must extendo
z" up ver
k header
r -�R,
UK
MIS
K
OR
S
Wall
.sheathing
must extend
up over
header
Sheathing
joint at
approx.
midheight-
EXTERIOR
VIEW OF
GARAGE
OPENING
PA
TH€ ENGINEERED
WOOD A5SOCIATION
Nail schedule
8d common
at 3" o.c.
�, o
a
'- Ile °.ed° .oda .ad•n .�dn .°dro
AWC Guide to Wood Construction in High WindAreas: 110 mph Wind Zone
Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)'
4.
a. From Tables 10 and 1'i and location of wall sheathing and Building Aspect Ratio, determine Percent Full -Height
Sheathing and Nail Spacing requirements
b. Wood Structural Panels shall be minimum thickness of 7/16" and be installed as follows:
I. Panels shall be installed with strength axis parallel to studs.
ii. All horizontal joints shall occur over and be nailed to framing.
iii. On single story construction, panels shall be attached to bottom plates and top member of the double
top plate.
iv. On two story construction, upper panels shall be attached to the top member of the upper double top
plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist
and lower attachment made to lowest plate at first floor framing.
v. Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of 8d
iz
staggered at 3 inches on center per figures below: Vertical and Horizontal Nailing Attachment
for Panel
110 MdH EXPOSURE B WIND ZONE
See Detail on Next Page
Vertical and Horizontal Nailing
for Panel Attachment
2. General Nailing Schedule
EXTEND HEADER
REQUIREMENTS AT EACH END OF HEADER
TO KING STUD
I
ti
>cable
aOiNT DESCRIPTION _
LATERAL
(LB.)
Number of
Number of
.Nail S acin
1
Common Nails
Box Nails
------------------_i--------U
Roof Framing
.locking to Rafter (Toe -nailed)
31
2-8d
2-10d
each end
NAIL TOP PLATE
TO HEADER WITH
SAIL SCHEDU:E
_
TWO ROWS OF 16d
8d COMMON ,
NAILS AT 311 O.C.
AT 3 O.C.
5-16d
at joints
tud to Stud (Face -nailed)
f
2-16d
2 Wa"
ANCHOR BOLTS WITH
- 311X311
PLATE WASHERS
a
'- Ile °.ed° .oda .ad•n .�dn .°dro
AWC Guide to Wood Construction in High WindAreas: 110 mph Wind Zone
Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)'
4.
a. From Tables 10 and 1'i and location of wall sheathing and Building Aspect Ratio, determine Percent Full -Height
Sheathing and Nail Spacing requirements
b. Wood Structural Panels shall be minimum thickness of 7/16" and be installed as follows:
I. Panels shall be installed with strength axis parallel to studs.
ii. All horizontal joints shall occur over and be nailed to framing.
iii. On single story construction, panels shall be attached to bottom plates and top member of the double
top plate.
iv. On two story construction, upper panels shall be attached to the top member of the upper double top
plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist
and lower attachment made to lowest plate at first floor framing.
v. Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of 8d
iz
staggered at 3 inches on center per figures below: Vertical and Horizontal Nailing Attachment
for Panel
110 MdH EXPOSURE B WIND ZONE
See Detail on Next Page
Vertical and Horizontal Nailing
for Panel Attachment
2. General Nailing Schedule
MINIMUM
HEADER
SIZE
REQUIREMENTS AT EACH END OF HEADER
NUMBER OF
FULL-HEIGHT
STUDS
>cable
aOiNT DESCRIPTION _
LATERAL
(LB.)
Number of
Number of
.Nail S acin
1
Common Nails
Box Nails
------------------_i--------U
Roof Framing
.locking to Rafter (Toe -nailed)
31
2-8d
2-10d
each end
Rim Board to Rafter (End nailed)
2-16d
3-16d
each end
Wall Framing
Top plates at intersections (Face -nailed)
554
4-16d
5-16d
at joints
tud to Stud (Face -nailed)
2-2X4
2-16d
2-16d
24" o.c.
Header to Header (Face -nailed)
16d
16d
16" o.c. along edges
Floor Framing
Joist to Sill, Top Plate or Girder (Toe-Nai
ed) (Fig.14) `
_ 4-8d
4-1 Od
perjoist
Blocking to Joist (Toe -nailed)
UD
2-5d
3-161:1
2-1 Bid
4-16d
each end .
each block
Blocking.to Sill or Top Plate (floe -nailed)
f U 1
D D Dy >
8-1 Bid
4-16d
each joist
Ledger Strip to Beam or Girder (Face-na
ed)
3 -Ed
3-1Od
perjoist
Joist on Ledger to .Beam (Toe -Nailed)
1,241
3=16d
4A6d
perjoist
Band Joist to Joist (End=nailed) (Fig,14)
.Band Joist to Sill or Top Plate (Toe-nalle
) (Fig. 14)
2-16d
3-16d
per foot
Roof Sheathing
11'
'D D
iD
Wood Structural Panels
Rafters or trusses spaced up to 16" o.0
D 'D'
8d
10d
6" edge/ 6" field
Rafters or trusses spaced over 16" O.G.
D
8d
10d
4"e , dge/ 4" field
Gable endwall rake or rake truss w/o gz
_.
ble overhang
8d
'8d
10d
6" edge/ 6" field
Gable endwall rake or rake.truss w/ stri.
ctural out lookers
a
d•o
10d
6" edge/ 6" field
Gable endwall rake or rake truss w/ loo
mut blocks
8d
10d
4" edge/ 4" field
Ceiling Sheathing
5d coolers
7" edge/ 10" field
Gypsum Wallboard
°
° n
°
° o
° °
° ° ? '1 ? °
e o ° °
°
Wall Sheathing
•e 4'7'n
.`a'o
.�d•o
- lNood Structural Panels
.dd•n .ad•o .ad•n
8d
10d
6" edge/ 12" field
Studs spaced up to 24" o.c.
8d (-1)
3' edge/ 6" field
1W and 25132" Fiberboard Panels
5d coolers
7"edge/ 10" field
/" Gypsum Wallboard
!Floor Sheathing
\ . ate
d'o
b•c
'hNoodStruct-ural Panels
C . C . C
d•v d•o d•n
8d
10d
6"edge! 12" field .
1" or less
10d
16d
6" edger 6" field
Greater than 1"
�(*.1) Corrosion resistant 11 gage nails a
A 16 gage staples are permitted; check IBC for additional
requirements.
Nail: Unless otherwise stated, sizes giv
n for nails are common
wire sizes.
Box and pneumatic nails of equiveieht
diameter and equal or greater len
th to the specified
common nails may be substituted unless otherwise
prohibited.
r — _
AWC Guide to Wood Construction n High Wind Areas: 110 mph Wind Zone
Massachusetts Checklist for Compliance (780 Ciao 5301.2.1.1)1
rN
Le
I r s Gi-- '
S:AG.,EAED 3"M!
71°SL f'Al1EFBY PANEL
PA%L--EDGE iR DOUBLE NAIL EDGE EPAO
Detail
Vertical arid Horizontal Nailing
for P rel Attachment
HEADER SPAN
CET,)
MINIMUM
HEADER
SIZE
REQUIREMENTS AT EACH END OF HEADER
NUMBER OF
FULL-HEIGHT
STUDS
UPLIFT
(LB.)
I
LATERAL
(LB.)
21
2-2X4
1
--------------------------------------------------------
-------------
-------
------------------_i--------U
31
2-2X4
2
416
lea
41
2-2X4
2
554
264
51
2-2X4
3
693
330
61
2-2X6
3
831
396
71
D D.
UD
D
f
D D
0>
L'l) D
f
D D D Ir D
f U 1
D D Dy >
1 1 II
D D D DII
3
1,108
528
91
3-2X10
3
1,241
594
o
v'a
d o
d o
a'o
d A A,,,
A,. n..
C III,
G'o G
11'
'D D
iD
D rD
D 'D'
D TYP. ANCHOR
BOLTS A\D
D 'P D
IN LOADSEAfi INC WALLS
D
°°
°.
°.
3X3 XI/4 PLATE WASH.'
°,`
•v
a
d'o
a'v
a
d•o
Q
d'o
Q
a•o a'o a•o
a'o G'a
�
d'o .
°
° n
°
° o
° °
° ° ? '1 ? °
e o ° °
°
•e 4'7'n
.`a'o
.�d•o
,�d'o
.dd•n .ad•o .ad•n
.°a•o .�d•c
.ad
\ . ate
d'o
b•c
d•o
C . C . C
d•v d•o d•n
.' C `. C
d'o d•c
/
rN
Le
I r s Gi-- '
S:AG.,EAED 3"M!
71°SL f'Al1EFBY PANEL
PA%L--EDGE iR DOUBLE NAIL EDGE EPAO
Detail
Vertical arid Horizontal Nailing
for P rel Attachment
HEADER SPAN
CET,)
MINIMUM
HEADER
SIZE
REQUIREMENTS AT EACH END OF HEADER
NUMBER OF
FULL-HEIGHT
STUDS
UPLIFT
(LB.)
I
LATERAL
(LB.)
21
2-2X4
1
211
132
31
2-2X4
2
416
lea
41
2-2X4
2
554
264
51
2-2X4
3
693
330
61
2-2X6
3
831
396
71
2-2X8
3
S'i0
462
a1
2-2X12
3
1,108
528
91
3-2X10
3
1,241
594
101
3-2X12
4
1,385
660
11'
4-2X10
4
1,524
"126
TABLE S.
WALL OPENINGS - HEADERS
IN LOADSEAfi INC WALLS
7 L eh/l5
niceD SCALE: / rJ-� APPROVED BY: [DIVA,WN BYg&�'�],r �•�,DATE: N i SEDJ 1
Des igno
774-- 3S--0773
DRAWING NUMBER
NUMBER
/C3 a:3