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Progressive
11 Designs
OF DATE- 'August 22,2014 Osterville Landing -Oxford Deluxe' SECTIONS AND DETAILS < ,
PREPARED BY: DK Darby Way sos-sss-s348
13 FILE NAME: °``' .�Osterville, Massachusettes
W — NOTE OMTRAM OR SUPERNSOR RESPONSKE FOR THE
SCALE: Ve-V-W CONSTRUCTION SET THE VEMRCAMON AND CORODi 7=OF ALL MOMOK ROUGH
end It
. All+ RDUCFI OPENINGS F]ECIPoCAL HVAC 8 S1RGIURAL sYs,EMS elch
o f a e 12 ALL CONSRUCTION SHALL COMPLY WITH FERMAL.STATE AND CONSTRUCTION
LOCAL BULMG CODES
T
"
s , r 3.
SHEAR WALL, �n SHEAR WALL-C
oe�
•• WALL LENGH7= 303_-V-d'
- - FULL HEIGHT SHEATING= 18-0
' - - ACTUAL SHEATHING= 53% ,
(MIN.REQUIRED 43%
RATIO. 1.25
•- Z �r
EDGE NAILING= 4'o c
SHEAR WALL-A
-. .. ...,.
FIELD NAILING 12"o.c.SHE
NOU EO D '
a
,
_
SHEAR WALL-D
SHEARWALL-A -
k F
t WALL LENGH7=.- ?A' WALL LENGH7=.. 11_-8'
FULL HEIGHT SHEATING= 18'4" 84 N4 :46 '�.e'4' FULL HEIGHT SHEATING
8_0"
.SHEAR SHEAR ACTUALSHEATHING= .88% S SHEAR .:SHEAR AR ACTUAL SHEATHING= TB% '1
.. ' .WALL, WALL. (MIN.REQUIRED ' 80%'' WALL WALL RA710MIN.REQUIRED 9 5
.-. EDGE NAILING= 8"o.c. ..
RATIO 1_25. uj
- EDGE NAILING= -4"o.o.- @@@
' FIELD NAILING o.c. FIELD NAILING 12'o.c. p �,
a
CONTINUOUS HEADER SHEAR WALL.-E
.: •. ;. SHEAR WALL-B a.
" - WALLLENGHT= - -46' x
WALL LENGH7= 38' a
I Y9'_ • rz4" 11 2 IC-P FULL HEIGHT SHEATING 3B_-S' .W
..- -9" r .: Y '". -I " ,. 2b',•. FULL HEIGHT SHEATING=.-. 21' _ aS
..SH A S E R '' :. 'HEA - ACTUAL SHEATHING= 56% K SHEAR.•' !SHEAR WALL 'SHEAR WALL' SHEAR WALL N.REQUIRED
S EARS E R "'
.. .. ..
ALC' A L-=':r' * ..W L`.: A L„ 'WALL + (MIN.REQUIRED 62%j ._ 'WALL"
RATIO
== q
.... RATIO , 1.26 - _ F 29 ij Z
t
CL
EDGE NAILING= 3'o.c. -
bl
0
2
;. SHEATHING
640
-,...:,.•••;,' .�;,..-... ...'. ' .:. .,...... � ... �.,� FIELD ING �17 o.c,
ACT
NAILING= 12"o.c.
..
EDGE 6
FIEL
i
Z"F=
MF
i- SHEAR WALL S LL -
• __ _________ ____ SHEAR WA- -E - -
�... - _
_ _ __- _r_1.� - - _ L L __ ___ _______ _________ __ ______1
i
- .FRONT ELEVATION n � • ;; , ,»> _ ' � '.�. - _ , _ - 0 -
1 2 RIGHT ELEVATION
SCALE'Y::= 1:-0:: - - y • - SCALE:Y"= 1'-D:� e K ._
F a
sM1 Jim Tom. N
SHEAR WALL-f - - _
r. Lt 2Pa' N •e N' o
SHEAR WALL-F. « . 2
O o O U.
SHEAR WALL-I -
SHEAR WALL,F
„ '..
IY9'' Z Y'.�- WALLLENGHT= - 24'. If9" pg WALL LENGNT= 30' ,
i,,. FULL HEIGHT SHEATING- 18'-9 _
.SHEAR ( '..:...`'..SHEAR HEA ACTUAL
-(MIN. EQUI REQUIRED FULL
1.25
11 ACTUAL SHEATHING=• 89% SHE SHEAR AC
WALL i, WALL .WALL RATIOMIN,REQUIRED 6 :WALL WALL RATIO - "t.25
—_—_ - - - - O
EDGE NAILING 4 .a w EDGE NAILING
8'o.c. N
FIELD NAILING 12"o.a. 04
FIELD NAILING= 12 o.c. N
FIEL
• _ oSHEAR�� SHEARii' -
WALLii WALL ii - - " - '� "
,
• ° r:
SHEAR WALL-J Q7 Y
f+ SHEAR WALL-G
MIN. WALL LENGH7= y1'' ,r ® ® WALLLENGHT= 30
y.q y-r` .-Y-1a',• 69'" - FULL HEIGHT SHEATING= 1w
EDGE NAaINO S• �'2 11 iI' - 2IP Y T': IY6' FULL HEIGHT SHEATING= 18'-1° a
FIELD NAILING 7 ®l : .i ® ' .
u n. ACTUAL SHEATHING 67% REQUIRED oSHEARw SHEARii HEAR SHEAR "SHEAR ,SHEAR -:SHEAR': SHEAR SHEAR ACTUAL SHEATHING 81%
` �iii WALL;n WALL;i� n WACC -WAEL a:- (MIN.REQUIRED Ba%1 WALL - WALL -.WALL,. -WA . WALL RATIOMI, 665
[Eli
FULL HEIGHT ;'i� ':..`.•^ .' .. .. RATIO 1^26 - EDGE NAILING=
CONTINUO US STUD Ni
FROM aHOE 7o RAFTER '�i�� EDGE NAILING= 4 o.c. FIELD NAILING- 12'ox
i FIELD NAILING- 12'o.c.. �•• -
m
LLJ
SHEAR WALL-H SHEAR WALL .g < J
„ •c,�. , ALL-K Q Z n f
WALLLENGHT= 18'-0" ly:Q. - "Q'• - WALLLENGHT= 18' W d
/6'f/' - FULL HEIGHT SHEATING= 11'-0"• - FULL HEIGHT SHEATING= 10_-1-1° I— W J Q -
'�SHEAR WALL-K SHEAR WALL I ACTUAL SHEATHING= 63%
SHEAR WALL-H ACTUAL SHEATHING= ? I ' _ ( � o
(MIN.REQUIRED 7 - MIN.REQUIRED 54% �. LL
2•P4" RATIO 1.25� RATIO 1.26
EDGE NAILING= 3"o.c. ^ i EDGE NAILING
SHEAR G
-FIELD NAILING a.12"o.c
HEA WALL
FIELD NAILING= 3"o.c"o.c. _ _ _ ______i __ __�
_ _ __ ___ ___ ___ __ ___ __ __ ' 1-�J
_ ___ ___ _
7N
J �
r� � 1__ ___ _ _ __ ___ _�_ ______ _____- 1_ _____ % r
REAR ELEVATION 4 LEFT ELEVATION O
LL-
r
g 04
SCALE:Y,"= 1'-D" -SCALE:Y," - � ,
S AWC GUIDE TO WOOD FRAME CONSTRUCTIONIN HIGH WIND AREAS 110MPH WIND ZONE
UJ ` MASSACHUSETTS CHECKLIST FOR COMPLIANCE(780 CMR 5301.2.1.1) W
to W Checklist N o
NAIL SCHEDULE 8d Z x 'rn=
COMMON AT 3"O.C. r,.J_I Z J Q
1.1 SCOPE Z
.. pp Wind Speed S-eecand gust)_..; .......... ............ .....................................110 mph Wnd Exposure Category.........................................................................................................................B
Z OJ
-O Z 1.2APPUCABIUTY m
Number of Stories ...... ... (Figure 2) 2 storiee s 2 stories W 1
• Roof Pitch.............. ... .... (Figure 19).... 10 12 s 12 12
Mean Roof Height.. ........ .. ..... ...(Figure 2).... .. 246 ft s 33' o
\, Building Width,W (Figure 4) alft s 80' Q V
Building Length,L ... ....... .. .... ......(Figure 4).................................... 48 fL s 80' U) � S >
Building Aspect Ratio(VlA1 .................................,.(Figure 4) ].25 53.0.1 _
1.3FRAMING CONNECTIONS DR _
a 'ANCHOR BOLTS w/ _ _ General compliencevdth framing connections?.: ........(Table 2).................... �. X
/B "
3"x3"xYe'PLATE WASHER TYP. LIJ
SyFgR 2.1 ANCHORAGE TO FOUNDATION -
Type of Foundation.......................................................... �5 Z
..IFlgure 5)..... ..... ....... CONCRETE
Foundation Anchorage Q. F _ -
- TYP.HORIZONTAL DOUBLE NAIL EDGE Proprietary onnec ors Table 3) U 157 of C ZZ
L _______ _____ _ ________ _ --- -__ ---- ---=--- ./ (STAGGERED NAIL PATTERN 8d COMMON """""""""" c
/^ PUbl ryC t ...................................... �s
--Y, a Lateral... .(Table 3) L 13 Plf .>"
-- --- --- --- -------- - - -- --- --- ^� � - � VARIES PER SHEAR WALL SEE sheer. ..(Table 3) S= 385 pt O
5/e'Anchor Bolffi..... ..... .. r
`-------- ---- ---------- --------` --- ----------- -----------"'" .. TYP.7/„ Bolt SPaang....-' .. ....(Table 4).... .......................... 45 In. r
_ T to WOOD STRUCTURAL .{
GARAGE OPENING DETAIL _
VERTICAL PANEL SHEATHING' Bolt Embedment ...........................................(Figure 5)...... ........................... T'thick
- _ 8
1 � � .. ,Washer Slze..:.,. ........ (Figure 5) .. 3 In x Ti In xy in.thick � F
SCALE:Yz"= 1'•0" TYP.VERTICAL EDGE NAIL SPACING 3.1 FLOORS
` - .(8d COMMON VARIES PER SHEAR WALL Floor framing member spans checked? .....................( IRC or WFCM)....................... .. -
_ SEE Al2.) •Maximum Floor Opening Dimension .... (Figure 8) -
.- - TYP.FIELD NAIL SPACING Maximum Floor Joist Setbacks X ..
8d COMMON VARIES PER SHEAR WALL Supporting Loadbeadng Walls or Sheanvall...............(Figure 7)............ ... ... 6,-1 R.s d ,
( Maximum Canhlevered Floor Joists
SEE Al2.(_ 4 O.C.) Supporting Loadbeadng Walls or Shearwall..................(Figure 8)....................................... 2-1•ft,s d -
Floor Bracing at EndWalls...................................................(Figure 9) ... ..... -
- Floor Sheathing Type...........................................................( IRC or WFCM..... T&G PLYWOOD '
• _ � Floor Sheathln9 Thickness .................................(IRC or WFCM)....... .. 3/4" in. 1V
- Floor Sheathing Fastening .(Table 2).. Bd NAILS-6 in..EDGE/1Z in,FIELD
(3)HEADER4.1 I ,
ALLS X
Well VHeight O
Loadbeadng Walla .... ...... :... (Figure 10)......... .... 8 ft.510
u U Non-Loadbeadng Wails ....... (Figure 10). .. 79R 520 m E W
DBL.JACK STUD - We Stud Spacing............................... .. .......(Figure 10)........................... 15 In.s 24'o.c. - U)QR
` Well Story Offsets (Figures 7-8) 8=1 in.s d C
' WINDOW-DBL OON Qp'(\OC\ - - - , to ) Z
O U U 4.2 EXTERIOR WALLS L I O
SILL PLATE - (/hr0 • FOV� - _ ♦ Wood Studs @
_ Loadbeadng Walls.......................................................(Table 5)......................2x 8- 8 R_Lin.
r Non-Loatlbearing Walla.................................................(Table 5) e.2x -B ft. In. J N U
Bracing-Gable End Walls -
WSP ARic Floor Length... ... r. ..(Figure 11)... .. N/A.ft.z W/3
WALL OPENINGS-STUDS AND HEADERS Gyp®umQellingLengb (FlgDre„)... ......aoft.ag.9w
3 Double TopPlat
Lee
- - SCALE:�"= 1'-0" - � - Splice Length.... .... . .. .(Figure 13) .. 8
A - Splice Connection(no.of 16d common nails).........(Table 6) ......................................
NU I tx Loodbocring Well Connections. Z
T
- - Uplift.(proprietary connectors)... ... (Tads?... .... .U= fib. w
THIS CHECKLIST SHALL BE MET IN ITS ENTIRETY,(EXCLUDING THE SPECIFIC EXCEPTIONS NOTED - Lateral(no.of 16d common nails). .... ....(Table 7)...... .......................... ? O Q O
s. - �s IN#2)TO COMPLY WITH THE REQUIREMENTS OF 780 CMR 5301.2.1.1 ITEM 1.IF THE CHECKLIST 'Non-Lcadbearing Wall Connections _
MET IN ITS ENTIRETY THEN THE FOLLOWING METAL STRAPS AND HOLD DOWNS ARE NOT ^
- - Uplift.(proprietary connectors). ..(Table 8).......... . ...... ....U 169 lb. /1
I REQUIRED PER THE WFCM (WOOD FRAME CONSTRUCTION MANUAL)Ill)MPH GUIDE: """' """' U
e/"ANCHOR BOLTS w/ - ..- I , _ Lateral(no.of 18d common nails), ...(Table B) ?
3"x3"x'/q'PLATE WASHER TYP, • - -STEEL STRAPS PER FIGURE 5
' i •-' � Wall Openings
! — - -20 GAGE STRAPS PER FIGURE 11 Header Span... . .. ..(Table 9) ... 8 R 0 In.s 11' '
- -UPLIFT STRAPS PER FIGURE 14
_ - -ALL STRAPS PER FIGURE 17 Sill Plate Spans ... (Table 9) -!—ft._0 in.. 12'-CORNER STUD HOLD DOWNS PER FIGURE,as AND FIGURE 18b Full Height Studs(no of studs).....................................(Table 9).............................................. 3 -
„ - 2.)EXCEPTION:OPENING HEIGHT OF UP TO 8 FT.SHALL BE PERMITTED WHEN 5%IS ADDED TO THE Connections at each end of header or sill
' �'-^ PERCENT FULL HEIGHT SHEATHING REQUIREMENTS SHOWN IN TALBES 10 AND 11. - Uplift.(proprietary connectors).... .... ... (Table 9).. .... 180 lb.
- - - 3.)THE BOTTOM SILL PLANE IN EXTERIOR WALLS SHALL BE A MINIMUM 7'IN.NOMINAL THICKNESS Lateral(proprietary connectors) ... r ....(Table 9).. ..................................1 396 lb. �.
�__ _ _ _______ ___ __ __ ____ ________ ___ _ __ - - - Wall Sheathing • ..
Kam___________ _ __ _ ___ _ ____ _ __ r- ,i PRESHURE TREATED#2-GRADE. .
__
,. 4.)"A"FROM TABLE 10 AND 11 AND LOCATION OF WALL SHEATHING AND ASPECT RATIO,DETERMINE Minimum Building Dimension,(W) WIDTH COk1
.-' PERCENT FULL-HEIGHT SHEATHING AND NAIL SPACING REQUIREMENTS, Sheathing Type ... .(Table 10) 1/2'PLYWOOD. a
Edge Nall Spacing.... .(Table 10). In. -
- Field Nail Spacing ..... ... ....(Table 10)................................ _in. N
WALL OPENINGS-STUDS AND HEADERS Shear Connection(no.of,6d common nails) (Table lop ++
2 GENERAL NAILING SCHEDULE Hold Dom Capacity ... .(Table10> ... . _lb.
— +n
9EE PAGE 120E 19
SCALE:)4„= 1'_0„ ......... ... _ .
Percent Full-Height Sheathing '_.(Table 10) .. b.
JOINT DESCRIPTION NUMBEROIF OOMMON NUMBEROFS=NAUUS NAILINOSPACE
Nnlla Maximum Building Dimension,L Y
RO—FRAMING Sheathing Type...................................... .:....(Table 11) ... 12"PLYWOOD Q Q
. IM eoARO TO RAFTER IEMM'NleO) 2-tea ' s-1ee EACH END Edge Neil Spacing...................................................(Table ll) .... ..........................
.... .. =1n. • .
WALL OPENINGS-HEADERS IN LOADBEARING WALLS ShearCilSpacing..,........ofl (Table 11) n
_ >LEE PAGE 120E 13
Sheer Connection(no of 16tl common nail..) .(Table 11) in
s - Hold Dom Capacity.......................' ...... (Table 11) _lb.
STUD To sruO(FACE NaLEo1 x-tee x-tea xa"oc. Percent Full-Haight Sheathing. (Table ll) ... _%
REQUIREMENTS AT EACH END OF HEADER
HEADER SPAN MINIMUM EAGER AAOEW - I +ee 'OC.ALONG DGES Wali Cladding -
(FT.) HEADER NUMBER OF FULL- ....
2' 2-2x4 1 277 132 - 3 I n�e - Pxp JOIST
,. _. 5Ro1 ROOF..nmember a spans checked? .:... ( IRC or WFCM) m •,
I HEIGHTSTUDS LB. LB. OE-NAILED) xee z m EACR END
of
3�I6tl d 8! EACH aI-OCK
318 Y
LU
3' 2-2x4 2 416 198 - Roof Overhang.... .......(Figure 19)................ .. 71/7 ft.s 7 or Lf3 _ W
4' 2-2x4 2 554 264 0d Truss I-Joist,or Rafter Connections at Loadbearing Wells - _Q.Z
--a
aORTRUB S$IACEDUPT016"c.0 fie t 6.EDOEI6 FIELD P60pr etery QOnneCtare LV o-
ft J
RSORTRUSSES$IAEcIVR 1a"O.C. -toe A'EDOE I<•FlELD U ift.......................................................................(Table 12)............................................U= 338ib
5' 2-2x4 3 693 330 ABLE ENDWALL RAKE OR RAKE TRUSS W Ba tee S-SDOE I6^FtELD bl - N J /` ..
OOASLEOvERH - - Lateral......................-....,..,....................................:(Table 12)....,........,....,..................,....,...L= Ib. LL V
6' 2-2x6 3 831 396 ABLEENDVALL RAKEORrAETRUSsw T Btl tOtl a"EDOEIB°FlELO Shear.....................................'.................................(Table12)............................................S= T/ b. Q Q. N p -
TRIx:TURAL OUROONERa - A•EDDE/PFlELD Rid ..T= 259
ABLEENDrvALL I—EORI-ETRU59W ae ice ge Strap Connections ... ....(Table 13) . .... ...... —blf
7' 2-2x8 3 970 462 Gable Rafter Outlooker - ....... ...............................(Figure 20).............. 0 ft.s 2'or L2 -
Outlooker Connections at Non-Loadbearing Walls '
-?' 8' 2-2x12 3 1,108 528 Proprietary Connectors
9' ee toe e•EoaEi,z•RELo Uplift........................................................................(Table 14)....................................U= 4171b
2.2x10 3 1,247 594 . M
IS
s•EODEt6"RELo Lateral..,...... ... (Table 14) - L= 14BOR2751b - � `o
FML-10' 2-2x12 4 1,385 880 " = Roof Sheathing Type .. (IRC or WFCM). . .7 to zwap L.L -
Roof Sheathing Thickness. .... ......... �— r r�
•'oR LESS ee rRELO ` 'Roof Sheathing Festenin9 ... ...._ .. (Tads 2) .......... O �.
11' 2-2x10 4 1,$24 726 tin a^EWE,t - fh
r
a