HomeMy WebLinkAbout27 McGee St plan 31 4 1
I0 0
EXTERIOR WALL OPENINGS, HEADER
-DETAILS WITH - .LACK STUDS
NOT TO SCALE
5/s•PJAUM BOLTSwt
112" COX SWATHING
MAIL tad COMMON
HAWS a 3" DX-
5/6" Attlt;W)R ITS
wl 3"x3' PLATE WASHERS
FOUNDATION
#
l
l 1
D13L. TOP PLATE
_
_jay a
2x STUDS 0 V' G.C.
a 1 I I
�r�+� 3/4" PLYWOOD SL BFLOOR
4 b{
STU PLATE
o fl
RIM JOIST
u' o
I AT 2nd STORY
LOCATIONS
# D8L TOP P1.AW
A.J I
L
I l
# 2x 'STUDS 0 1 fi" O.O.
l
l
I I BTM PLATE
RIM JOIST
t
4R JOISTS
SILL;ILL PLA . �
� ��/}fir L
a:
1 /2" WOOD STRUCTURAL PANELS
SILL PLATE TO Tom' PLATE
L
SLOE NAILING SCHEDULE
GO"NLUM HEADER
0 WJLWIE OPEN14CS
.11 -
M�
—NAIL TOP PLATE
O aN OF
2 ROWS 16d NAILS
0 3' t- C.
E
SILL TO PLATE WITH
WOOD STRUCTURAL. PANELS
NOT TO SCALE
ANCHORAGE OF SILL TO
FOUNDATIIIN WALL
DT TO SCALE
_;�
INJAILING SCHEDULE
UNLESS OTHERWISE STATED, SITES GIVEN FOR NJ LS ARE GOWAON WIRE SIZES, BOX
AND PNEUMATIC NAILS OF EQUIVALENT DIAMEYER AND EOUAL OR GREATER LENGW TO
THE SPECIFIED COMMON NAILS MAY BE SUBSTITUTIED UNLESSaniERVME Imo.
JO NT DESCRI f#JM1BIER OF NLOMU R OF
COMMON MANS BOX NAILS
NAIL SPACM
ROOF FRAAL O
FAIR (TOE-NAtIIL(��M)j
d
EW
((BLOC��tKI�NG��TO
RAMP 1D TO RAFTER (EI #ALED)
/j2)Rdi ((2) 41
(2) f� (3) 6d
y�-�
EACH END
Cl' CH END
WALL IIIING
TOP PLATES AT INTERSECTIONS (FACE -NAILED)
(4) 116d (5)16d
AT JOINT$
STuo To STuD (I`ACE-NAum)
(2)1&1 (2) 16d
24!* ok
HEADER TO HEADM (FACE -NAKED)
16d f6d
1(r ok ALCING EDGES
FtWR FUMING
JWT TO SILL, TIP PLATE OR GIRDEft. MX-NA D) (4) 8d
(4)10d PERJOIST
BLOCKING TO JOIST ('#'O""EO) (2) 8d
(2)10d EACH E
BLOCKING TO SILL OR TOP PLATE (iO 41AILM) M16d
(4) i6d EACH BLOCK
LEDGER STRIP TO BEAM OR GiROER (FACE -NAILED) (3)1
(4)16d EACH JOIST
JOIST ON MAR TO BEAM ) (3) 8d
(3) "d . PER JOIST
SAM JOiST TO JOIST (®►N3-I+LAI#.M) (3) lfitt
(4)16d PER JOLT
BMD JOIST TO SILL OR TOP PLATE CME44AILED) (2) 4w
(3)16d PER FC*T
ROOF SH"THIW MOM STRUCTURAL PANELS)
RAFTERS OR TRUSSES SPACt UP TO 1 ' csJc
8rt 10d 6" MM l t1 REW
I AFiF'I M OR TRIAMS SPA=1DVER 1W ok
8d 10d 4"EDGE 14` FIELD
GABLE ENDWALL RAKE OR RARE TRUSS
WITftWr GABLE OVERHANG
8d1f�d 6" EDGE 16" FIELD
CABLE ENDWALL. RAKE OR RAKE TRUSS WUH
STRUGTRUAL OUTLOOKERS
8d 10d (" EDGE 16* FIELD
QABLE ENMAL.L RAKE OR RAKE TRUSS VAOOKOU T BLOM
8d led Jr EDGE f C FIELD
LseNJIQ SHEATHING
GYPSUM WALLBOARD
5d COOLERS -- 7• EDGE ! Ur FIELD
WALL SHEATHM
WOOD STUCTURAL PANELS - STUDS SPACeD UP TO W r/c
8d
.,10d
F" EDGE I 12" FIELD
• AND 2 " FIBERBOARD PANELS
Ltc31
T_-
3" EDGE f W FIELD
)v GYPSUM WALLBOARD
5d COOLERS
- -
T EDGE J 1(r FIELD
SHEAT (WOOD S"fRUCTURAL PANELS)
1" OR LESS 8d
'10d fr EDGE f 12• FIELD
GREATER THAN 1' 10d
16d 6" EDGE! 8" l=1EtD
1 CQRROSM REISISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES
ARE PEPAUrFED. CHECK 13C FOR AODFTKRdAL REQUIREMEN".
WALL OPENIM FRAWNG SCHEDULE
LOADBEAf2 M WAI. .
!-LEADER SPAN� t#I R SSE
1..OADBERR� WALL
iA
fd*&M HEADER SLUE
OPENINGLOCATION
NO- OF KING
STUDS
NO. OF JACK
$' OS
2 FT
2 - 2x4
1 - 2x4 nAT)
-9 T-I}' FROM
CORNER
} 3•^4" FROM CKUTSIDE
CORNER
2IDE
2
2
1
.3 F T
2 - ?x4
i - 2X4 (FLAT]
4 FT
2 - 2x4
1- 2x4 (FLAT)
5 FT
2 - 20
1- 2*4 (FLAT)
ALL LOCATIONS
3
2
6 FT 2 - 2x5
2 -2x4
7 FT 2.298
2 - 2m
8 FT 2 - 202
2 - 2x4
H FT
3 - 2x10
2 - 2x8
10 FT
3 - Zx 12
2 - Zx6
ALL I OCATIONS
4
2
11 FT
4-200
2-2X5
12 FT
2 - 2X6
ALL LOGATK3t+IS
5
2
KJIlME PLATE
AFTER OR TRUSS
I
BLOCKING 0 48"
STUD WALL
FLOOR
FRAMING AT EXTERIOR WALL �
ROOF BRACE DETAIL
FRAMING AT GABLE ENDS
TYPICAL N4RROW WALL BRACING DETAIL
NOT TO Si ALIW
NOT TO
-SCALE
NOT TO SCALE
NOT TO SCALE
RMUENTIAL t3L1IDNG DESIGN C TERIA 1.1 FOUNDAlTM �
COWele SW be a a**num 3,{>W PSI at 28 dry&a
780 CMR 2-2 FOIJ1MTKN AK4314 7P-AGE "
THE STATE OF #k ASSACMSETT a STATE MLOING CODE
STATE BOARD OF BUILDING RE .ATKNS & STAMARDS Pmvi'de 5W diameter by 12kag by r hoa �
Mikh Edftn of the Ivianadksetts StMe BwV tg Code Anchor @ tC C. 3" X 3• X 1W per. I
(tw and Two Famceiy Dwelling Cade) ftwidee an anchor bok 6" to 12• arner.
WOW FRAME CONSTRUCTIM MANUAL - WFCM 31 a_0OR5
(2015 6dtftm) The dew span M toor oaslW mee. at
120 MPH EXPOSURE a exceed the values set loft in MCMR L E4ft.
Guide to Wood Constzu*on in High Wnd Amn,
ies o FLaor penis AMAMne# exr the aea of
for One Two 1=arn Dwellings, 1 -6• or 9 elirr nsian, L 2 or 1P1[12.
NO ]
IT- IS THE WT84T TO PRE A CONTINLIOUS LOAD 3.6 FLC3t:'fR YRACING
PATH, THE INTERCONNECTION OF ALL FI1Amm 81"ng and conrmcdorm Shall be pmvkW at
ELEMENTS IS CRITICAL TO A WIND- RESMTNF- pervel edge's perpendoAa r tot *sn*g
BUILDING. A CONTINUOUS LOAD PATH OF membem in the 1st two buss or joist spaces
INTERCONNECTED FRAMM CLEMEWS FROM sW sWI to 4f1" U.C. see irk Btamtg iown.
r-VU11NG3 AMU FOUMU#%I tJN 1111i4LLS Tt'3 rL.O(KS,
WAILS. AND ROOF FRAWIG SFi41L $E PROVM
4A WALLS
�
Loodbming wails shalt not mweed 1#r-1il' in to
Nm4cadbeatM *vffii shall nt* exceet! 2(Y4.r in
hftht-
Tam RWI,2(4) Massachuseft Sash Wind Speeds
' Basic Wind Speed, Vutt = 110 mph
42 E7CTERliCR WALL S
Maxkum Ding Stud Length
R 12-1A Exposufe Category
2 by4 #2 at IT O.C; L�'�
1 Exposure 5- Urban. Suburban
2 by 6 �2 at 1$• t3_C; �'�'
L F.,re Lam. iZ ■ e!'r*n
Lengkh
3 Exposure D. Unobstr�
a4 U "t fti[. �' t 1 4• O.4►; 1 ! t-i�'
_I��yy.�r�.+-,��yy,2y a 6"..ry� _
e
at
ire B- Oak Bluffs-
Gow wak
Table FW1_2(4)Mwwodwq9ft Gcou d Sri tt,ods
Shall be braced for. a dish of at hmist 113
Ttxr rr►. Oak Imo. S n+ Load; 25 pot
to 11% building; Width w th wood str r* pwgds
or at least 46 of the buldkM wkM vwk
R301.2.1.2 igte w of Ovenims
mum wd board.
Windms in vAnd borm debris.nvions shalt have
Giaxed opert s proms f1rom vend trm* deb6s
Stwy to Story Lip* and L•staraGl Conner its we
In a0maWm with i a�rgegMisWle Test of A,97M E
fi.
'196 arld of AS#'M E 18ft
Exception: tad shvakml per, 7116- by W-W,
Studs $ Headers at Wad Openings TaNe.
Sha be perrr<itWd Rw opening prak4fim in one
And two � buildings in �rts� � T
4.3 ICtR WALL S# EATt iiNG
18C. C and ctor to pr 5301.2.1
.2 the o vkle Wal d,
Prrav''de 7t1 Sk eiovd setrc�furaf panel � on
mmixod, isw=ewa+rl.wood stttschual Pw9ft to be udload
all exterior. wails. Provide 0* minim rest
in the cam of a hurricane.
percentage fult4wAght dwathing see Tables ID 8
I in the YvoW w Consk uc fion f km" 110 -
r�
FE A 643 �m
M R.
H �I
.
Wmd-Oww deter reglum. ,Areas a Min
Hurr a- prone faglons #oaated.
Exta t3f wall shea#" shaft be riled T O.C.edg8
�
1. vV# M 1 mite Of lfte coast water
and 12' O.C. fie#d, with $ d commrxt rtaIis.
'
Line wNre #w basic wind speed
Is equal to or greater than 12d mph and hi t*awA.
5.1 ROOF
`
2. In areas where ft Nwe wand speed is eWaf
~ shall not exceed W-9-
to or gamer ftn 4 20 vVh.
Roof openkW OW not exceed ilte jeswof
12`-i'Y or 50% of the buftng dirnensm. LJ2 or Wl1.
1.2 APPLJC..A13UJ Y
RcW slope shaft riot be grealer than 17J 12.
i
TWO Stcxy, - SP
55.y2��"tlOM RAFTO::tS
Roof Pam►,
r he dews of rafytyerQs�f t,���„�meee�t tx ex€ eW
MGM L : '.
{rn
tti@ sail in 7�vCMR 911E Eftort. The
t3ukling Length x nil Wth, 4
maximum rarer apart sty be kyWed to % c4
Aspect Rafia oftF
ft sot owmded for the 2 f riot Sve lac#
Norntnal HeW of Tallest Oper"; fi'-8"
cam, rust to end -tt'"_
Provide ShMson H2.5 uptft connectors at each
1.3 FRAWNG
Ratter or truss,
Prnvide minimum 1 by 8 coliwhawr ties at 32"
General ha aft corutections s be in
O.C. located in the upper third of the etbc space
Ac=dwm with AMR 91h Edr% r noted.
and aftched lo mars using 5-10d raft at
Provit3e f wnieV ownections per dal Na&V Sduxkdr-
each end.
R301.5 Live Load
5.3 ROOF SHEAT1 NG
Mirwnunt unfto* diMbd ad live kaft. Tattle FW1.5:
Provide 7116- wood shwkwat pare#
Affics wWW sWage; 10 pof
on all molt.
Aitim wfth Sloagw 2D psf
Deck%, 40 psf
5.4 ROOF BfiAgLtr, E14OWAt,t
r
Exleftr Imo ; 46 pst
EWMN and cwmzd" shM be pmvided at
'
Fire Escapes; 40 psf
pal* edges pwpwWk3Aar to roe Waaft
_
Guard r,�t* Handrails 200 psf.
O*Aftm in the first two truss or rafter spars
Guacdraft in N components; Sc ir .
and shad to 48" O.C. see betMI,
Passenger vie garage; 50 psf
Romans other Owl Ong; 4€1 psf .
Sbepft RAmw3f1psf
Stairs; 40 pst
R3B1_7 D
The aflorabte daftcgo t shall toot ewtieed TaW imi-7
Ra ftws greaW tttart 3J12; L1180
tnUwhx Wafts; H1180
Styr waft, stvt m, LJ
RAFTER 0 1S" t} G.
Extedr Wad, Witte; L1240 1
- Exterior Walls, fladbic- L1120
STUD WALL
BOTTOM PLATE
,FOIST OR TRUSS
Tv
i 0 EA. RAFTER
TOP PLATE
:y== TYPICAL. RAFTED TO PLATE CONNECTION
BLOCKING @ 48„ O.C. NOT TO SCALE
STUD WALL
FLOOR BRACE DETAIL.
NOT TO SCALE
FEB k 3 2023
H—F�A!'T�OEPT.