HomeMy WebLinkAbout0021 DARBY WAY - Health {
Osterville'`
A - `166`= 001-062 r
l 2
i
v
v
. O
$
CONSTRUCTION setLAND� 1�.NG .TERVILLE -The -Oxford;
/�Y o r DDe uxe ,
Progressive Designs OSTERVILLE MASSACHUSETTS
endall
Falmouth, NSA 508-566-5348 AUGUST 22, 2014
MWIN6 L15T ..
MIR 51�E
'Abbriviations . AI . PLPVA110NST C3
j A2 FOUNPA11ON/PA5MNf PLAN
ADJ. .ADJUSTABLE CT. CERAMICTILE FTG. FOOTING - MIL. - MINIM ' SEEC. SHOWER Q . AT A5 PIP5T PLOM PLAN
- - - ASPH. ASPHALT - -�DBL.- DOUBLE GALV. GALVANIZED � -� 'MIN: -' OWER - � CENTERLINE h n G tl ^�,' -
AWN. AWNING DIET DETAIL GARB.DISP. GARBAGE DISPOSAL MISC. MISCELLANEOUS S.L.- SIDELIGHT - 'S.S. SIX SHELVES A4. . S�CONV f LOOf.PLAN
. . BLDG. BUILDING D.H. DOUBLE HUNG - G&N GLUED&NAILED M.O. 'MASONRY OPENING SLOP GLIDER L. LINE
' - BSMT. BASMENT - -DIA DIAMETER G.L.L. - GAS LOG LIGHTER NO. - NUMBER STA - STATION 1 R-1S ONE ROD-ONE SHELF. . . G POOP
- . . -
,- BTM. BOTTOM - _DISH.. DISHWASH.- - HDR HEADER N.T.S. _ NOT TO SCALE S1 U. SIANUARD_ 1R-25 ONE ROD TWO SHELVES A% f�OOI PLAN - - -- L
BTW. BETWEEN . . DN. DOWN - INSUL. INSULATION O.C. ON CENTER STL.. STEEL 2R-2S TWO ROD-TWO SHELVES ^/ Gtl G G�7��� / ^^' - O
CANT. CANTILIEVER - - DRY. DRIER INT. INTERIOR O.H.D. OVER HEAD DOOR STRUCT. STRUCTURE S4S SURFACE FOUR SIDE - A6,. I R5T:1 X0k I fWGV11^N6 PLAN A�,I
C.J. _ CEILING JOIST EA EACH JST. JOIST OPNG:; OPENING T.C. _ TRASH COMPACTOR .2S TWO SHELVES Al CON✓ f LOO�I PWVIING PL/VV
CLG. CEILING ELEV. . ,EACH ,KITCH. KITCHEN - . P.C._ -PULL CHORD T&G TOUNGEANDGROOVE 5S FIVE SHELVES -
CER CERAMIC -ENT., ENTERTAINMENT L.V.L. LAMINATE VENEER LUMBER PICT. PICTURE 'TRANS. TRANSOM 2W -'TWO WIDE �Q G n G n G G ^�,,� /��,I L
CHIM. -CHIMNEY - EXP. EXPOSURE LAV. LAVATORY :- POLY, POLYETHYLENE. TRAP. - _"TRAPAZOID - 3W. THREE WIDE :-.M 51�CONV f L00P:CI�0%f PJVVIING.PLAN - -
C.M.U. CONCRETE MASONRY UNIT EXT. EXTERIOR - _ LIN. LINEN PROJ. PROJECT U.L. UNDERLAYMENT 4W - -FOUR WIDE n G G A�,A �/'PLAN.
- - - �
C.O. CASED OPENING : F.G. ,FIBERGLASS _- LIV. - LIVING RAD. - - RADIUS . . - UNEX UNEXCAVATED . .-5W FIVE WIDE Ai POOP,I MI 6 PLAN. .- : -
COMB.. COMBINATION FIN. FINISH L.S. LAZY SUSAN - RAFTS RAFTERS WASH WASHED W/ WITH G �,I p��n nG.{nI -
COMP. - COMPACT F1XT. FIXTURE MAX- .MAXIMUM _ REFRIG.- REFRIGERATOR W.F. WOOD AIO 5f 1101V5 nI�IV Mf&5 - -
CONC. CONCRETE .'' -F.J. FLOORJOIST MBR - MASTER BEDROOM R. - ROUGH OPENING W.H. DE FLANGE ^A fn nG a.
- CSD. CASED .`FLR FLOOR M.C. MEDICINE CABINET ROOM W.W.M.' WATER HEAD :. :, :. 5� 110N5A VL%5 ..
- -FLOUR FLOURESCENT MICRO. - MICROWAVE - - RS., ROUGH SAWN WELDED WIRE MESH - - _ -
All
-
AI2 SNEAt;WALLS `
AI3 W0017 Pt?W CON5Tt?UCTION CI�CK L15T/ 5C1fb1.�P5 O
DEVELOPED BY: .
JII(Tw .
G R. O U P
EEE OSTERVILLE MA' W.
CONSTRUCTED BY:
�- - LL
f
fL Q�R�.II IIjII�ILj6I IIII IIIji"_.:. I,iI4jIiiiIiL1�i IIIIiIIIi1i
ILI) as
a.a lIIIIIji�l jIiIiIL IIiIIIIi�IIli
�
ill
IIijI
IiI IILIII
o_
�to
� --n
IIII�II
-_-.-
-_ n�_
IiII
fiii IIi;I iIIiIiIII$:I11II iIi IiIiIiIiI IIb
g
IjI1
Fn o i
p
r---- -- m
z Z
-' -
-----------------
ER
--------------
------=-------- ppZ
to
co r AIR Im
n AID 8 I I 14 --'l1
w_ °-- -- - - _Z I
-- A IR
IIiLiIijIIbSg
-,-�.. -
----------
-----------
Progressive
DATE: August 22.,2014,- Osterville Landino -Oxford Deluxe ELEVATIONS
Design s
OF PREPARED BY: DK Darby Way13 FILE NAME: OsteNille,Massachusetes 5o8-566-5348
-- NOTE CONIRACIGROR SRVR RLSPSBLE FOR flHE
CALE: /s CONSTRUCTION SET ,E VIBI AnON AN CMM110N OF ALL ffWONS,RUN
ROM OENGS aECTWAL HVAC R s1RCWRAL SSI &Al o a o s e ALL CRUCM SHALL CWKY WH MUM.STALE AND CONSTRUCTIO.
LOCM T-T-
I
i �
PDF generated by deskPDF Creator Trial - Get it at http://www.docudesk.com
t
Ds �
Vo
n
m T
JL----------------------- —�
Z _ -----._,
BILOD
76
p I
ITI ZA I I II0II'■II■II■II I■II■II■11■II o
m d d TRm� I I■II■II■ ■II I■I■II■II■ ■II■II■lil■ ■dr■II II +l■`I
CD
Z � d � IIIIII IIII
m _ I vQ1)1�11 g
-tititt
- -� 6'0
-0j
�-,-0-,---- -
- 11
-IIIi-------_-----------:---—p�- —�—----p4Fm�—I---bv.--�a
——_---J�-I
--- —
/—
wo. I p�.Y�0-0
a-
po-
m
>
RDpp
cm
H ? gar
009 Zfr-om N WcD i>
�y9N
- w4Dm �
-m'm
xp UPLI
FT
Progress i'vOe
DATE: August 22,2014 Osterville Landing-Oxford Deluxe FOUNDATION PLAN D e S eg n s
OF PREPARED BY: DK DarbyWay13 FILE NAME: Osterville,Massachusetes 508-566-534e
NOTE' OONIRAR OR SUPFRNR SBIE FOR THE-----------------------------
SCALE:
/r.r-° endnl
NlONSTRUCTION SET TMEVMM7=AraC � naaF ALL pwoeaS,RanA2 R =OM110%EIECM WAC R SMCWM SYSENS et`!
ALLLCONSRUCC1IM SHALL CWKY YEH FERMA4 STAE AND CONS UCTZ
LMM DUILN■ ■
-
PDF generated by deskPDF Creator Trial - Get it at http://www.docudesk.com
J ..
. _41
-1� -
no
y. 6O 0
y T R.swa eamwwmw
t FW911ff1 RIH 'ptT}W2ij
0iED Om
o o c
dj
n O
g Il� - `a.a b
�F�.. � a'
- ID
----- --- ---- --
I ----- ---- -
i to
0
R I
D n n
ov
.-IFIN. g�� m ' L 010
Zg .. o O
C
s.
0
Osterville Landin Oxford Deluxe FIRST FL Progressive
3
DATE. August 22 2014 OOR PLAN. D e s i g n s
F OF g - .
PREPARED BY: -DK Darby Way . ,
13 FILE NAME: OsterAlle, Massachusettes 5oe-566-5348
------------------------------------ oonmAcroa HOIE OR suPERv�soR�SPOHSBLE FOR
DE
SCALE: I/+ '- eRaRil
/� _ CONSTRUCTION SET '"e vrx�'o"n°"""°°ona"""°"OF ALL°�"saK"°uc"
L1 ( WGH OPEIII A a&--CAL HVAC a SWR M&SYSI W
/�V o a. ` • u ALL OMWCHOH SHALL CWPLY WM fUMN..STALE NO etch
Lo tl-M CONSTRUCTION
PDF generated by.deskPDF Creator Trial - Get it at http://ww.w.docudesk.com
r
D .P
f�
re) - -
In n '. - ll.p 2�L• IT1 y ..
O
Z --------- _____ _____________ _____
z
6
2'' a
7-6
ze® �0 0
i
i
6,4• .9-0
yC m
yyrOOo� Nmnmfifi2
77 =D=pp O .2
' G1 Z.W. Di _
MWIWIMM
om
FF¢
®g
h o �
Progressive
4 Designs
OF DATE: August 22 2014 Osterville Landing -Oxford Deluxe SECOND FLOOR PLAN
PREPARED BY:. DK.. Darby Way .
13 FILE NAME:
Osterville, Massachusettes 508-5ee-5348
SCALE: t/r.t•,,,tf, __------------------ NOTE CONIMTOR OR%KRNSOR RESPONSIBLE FOR THE AA CONSTRUCTION SET TMe`a°Flc""°"AND cam'""n°"OF ALL°nE"gor�Rou°' e n a!F
`
`'F ROUGH OPONGS.anctacK NvAC a MCIURAL SYMEMs
o u SR
a o ALL CONMON SHALL COWLY WRB FERERAL,SWE AND elch
Lo BULNw CONSTRUCTION
PDF generated by deskPDF Creator Trial - Get it'at http://www.docudesk .Com
0
P
m O
a 0
�a Z
M2 •1..�z
i-
Z14
t,
5 Progressive
OF Osterville Landing =Oxford Deluxe ROOF PLAN D e s g n s
DATE:': August22,2014
PREPARED BY:. OK Darby Way
13 FILE NAME:
Osterville, Massachusettes ' 50e-5e6-5348
SCALE: ,/r-,'-ar --=------------------=-------— NOTE: CONTRAM OR SUPERVISOR RESPON4BIE FOR THE
/� C CONSTRUCTION SET - M%M11CAM W CORDWRON OF ALL GIMWON%ROUGH endnli
�'1J ROUGH�NM ELECTRICAL HVAC R SIRMRAL SYSM66
o 1 .3 o n ALL CCNSRUCnON SNAL COIPLY MAIN MRERiIL.STAIE MID etch
LOCAL BULWO CODES. co:s^auc o�
PDF generated by.desk,PDF .Creator Trial - Get it at http://www.docudesk.com., . .
t
D D
e'-o• mno moor,Jaisis s it as•
I
r -
' II
u n.
$ O I b -----�
_ I We PT.MCN FRMNO JOWS•it O.C. - -
T79
I _
I. T
Z I
II •
III. � � � •
L ■
IIII b g
+J
°m ox�ooprp�
LS my� m Z
X m,m X
' O Z co
a: O 3 m - -
o m
A -
m -
6 Progressive
DATE:.' August 22 2014 OSterviille Landin Oxford Deluxe FIRST FLOOR FRAMING PLAN Designs
OF 9 - . .
PREPARED BY: DK Darby Way r
13 FILENAME:
Osterville, Massachusettes sna-sss seas
NOTE CONTRACTOR OR SUPERVISOR RESPONSW FOR THE
SCALE: t/e-11-0• _----_-------_---- .— .CONSTRUCTION SET THE VEWCATION AND CORD ATM OF ALL ORET+SIOW ROM enna n
A6 • ROUGH OPENIIOS.aEC7RICAL NWAC t SMCWK SMEMS.
o a .' • �: ALL OOI�SRUCM SHALL COMPLY WH FERERAI.STAX AND et`t
LOCAL RLMONO COOE$ CONS'-aCi I O N
PDF generated by.deskPDF Creator.Trial Get it at http://www.docude.sk.com
-
. .-
• -
Mr.J05I5
or
rT
--Tr Ti
—
�, ---- — -- -- ————— --- ----
m
z
v
O 5
LVLBEA BE EDFD
Y' ■�. -
n. .
as
(3)2XIOBEM1
. . .
O --- ilia STu LD se
I
.ni � I _o
I
_ II f f I mI I ii.' I li 11 ii I. a ii I
s �• II � I I " ' I I'I
I
I I
e
_ W
i IL II I o I lil ri �i 1 •lI -� 11 it _
L — — — — — — J — YJ
_ J
- - - - - _ - "
.. - _. .,�._ r. - '• .. 7%10 F1AOR.J0515 O 18'.QG r. 2N CM JOISIS.0 W GG .
e
^ r
■ I ■. Sx�Z$Ompv
■ Z x oc Ap
i ■ p pD�®.m0va Z.
p. .■ •. ■. O
m-r9. .Fzm.
■ 20 y _
■ i � ®
xcnv �
„ m
ca
-. ,. ...
o m
m '. .
m
Progressive
E:': AU94St 22 '2014 v e s i g n s
DATE:
- of Ostenrille Landing -}Oxford Deluxe . SECOND FLOOR FRAMING�.PLAN
PREPARED BY: DK Darby Way '
13 FILE NAME - Osterville,'Massachusettes 508-0'6 s348,
--- ----- ------- ---- —
NOIE: CONMMOR OR$LOOM=RESPONSIXE FOR IIE
SCALE:.I/a-r-o• E.na�i
^ 7 CONSTRUCTION SET
f'1 I _
o.1 a. • . u . . 1H STA P
THE VFAIFlCA710H AND CDROMADQI ff ALL p11ENSI0NS,ROUGH
ROUGH OPENNGS,EIECiIUP.AL NVAC 3 51RC1URN.SY51E11S. �
ALL OONSRUCIION/�/�SHN�L COWLY.MI MVA. IE#ND tch
Lom SuRDNO N1UGJ CON ST 4UCTeION
• PDF generated; by deskPDF.C,reat®r.Trial Get it at http://wva.�v.docud6sk.corn
>
— -41
r
e
t
O -
O - 1
OOT 1
m { i
F I_ '
Z
^ a. i L_ -,
..e'. -. Z 0.. �. �=--= I i F-'u I `o r i .a o rya a-r: a II .D
g.'ii
1,
- -- - L --
I.
a _ l
1
p i 1
L------------- ___
..: - I u o 0 1
- __
o .. __ ___ __ --__' e n. II I:r ii li o I ; III l ��
- - --- - ---- --
D D
■ ' c� 'oXg8°oA
i ■;.I Ev yam Z.. i
■ a .■. o �oe� O
o^ x,.N �
m
R1
X r co X
D.
` Z .- -
c� m m
o n
00
8 _ Progressive
DATE:" August 22 2014 Asterville Landin Oxford Deluxe SECOND FLOOR CEILING
o D e s e g tt SOF9 ": .
PREPARED BY DK
Darby Way FRAMING PLAN
13 FILE NAME.: Ostemille,Massachusettes 508-566-5348
SCALE: Me.r-u <---- -=._ _ -
-- NOTE CONTRACTOR OR SUPERN90R RESPON9BLE FOR iFE
CONSTRUCTION.SET 'NE VRRCAnDN AND CORgNA71ON OF ALL 01MMOK RMW ends I
A8 .ELECTMAL NVAC&S1RCIURAL SYSIEML
o a. e �s :' LOCAL
CO■NN,SaR,U/eCC�T�IONnnSnHeA�LL COWLY MAIN FMAL.STALE AND eicn
. . - .. LOCAL BUILDING CODES CONaSa RUCTION
.PDF generated.-by de,skPDF Creator Trial Get it'at http;//www docudesk:com
f
D
. . ..........
2.10 RAMS 0Ir c c90
n
N
50
n. _
� a
Z
'P cavacccavavvv_vv 2W W1MR
a ..
1 U12 W� '
aQ 2910 RWWS 0IC O.0 _
■ , . m00
- xyOC
- C1 mp{Rp�l01rf1y�<p z' -
• p O� 1
yy <r<
X D m m f
O m
Z
m' m
�' _ m
vD
m m
A
9 - Progressive
OF DATE: August 22,2014 Osterville Landir>ig -Oxford Deluxe ROOF FRAMING PLAN Designs
PREPARED BY: DK Darby Way
13 FILE NAME: Osterville,Massachusettes 508-566-5348
------ ----=-------------------------------� NOM CONTRACMR OR SIPSMOR RIWOISM FOR M
A9 SCALE: CONSTRUCTION SET THE VERFlCATION AND COMMION OF ALL O■IERSKIM RGUGH endall �
ROUGH OPDIKV%MZCYRICAL HVAC 3 STRCWRAL SYSTM &
ALL
CACONNS�RIUCCTIOIIWSHHALL OOPLY W7H FO RN..STALE AND etch
LOCAL BURWC CODES. _ CONST RIICT'^ON
PDF generated by.deskPDF Creator Trial Get it at http://www.docudesk.corri
ca
g°
cn
n Z4
ea�nronc�✓ir
i
! I FF .
T� cn
0
91
�a. I Ij 9
g� III
j I ji I j
i
i l it i.i i
I
A. P
co
m I g� Eg
p
I jj I
. O : a�.1}
Ew DES AX f �
aus 'g $ ��
FT
�.
cn
4 m
w F0
_ � Z
aN
8" g, g F9 3 a 8
D ��A
D
m 14 �z
If
F
F -- ---
� I
� I
to o _
- D
m�F
II
F
10 Progressive
OF DATE:' August 22,2614 Osterville Landing -Oxford Deluxe SECTIONS AND DETAILS D e s i g n s
PREPARED BY: DK Darby Way
13 FILE NAME: Osterville, Massachusettes sob-sss-sa,a
------------------------------- NOTE: CWMACTOR OR SLFERVM RESPON9BLE Fat THE
SCALE: v -tL-0' THE VMQ47M AND COR KNION OF ALL MkIMONS,ROUGH �endall
.Al CONSTRUCTION SET ROUGH W NNG%ELW CK HVAC s Snt W K SYSIOR &q,,,
/A o s s a 11 ALL CONSWOON/�,,S,,H�A�LL COWLY WH FERMAL STATE AND ereh
LOCAL eL-Lr,D VM ES CONS;RUCT^0•N
PDF generated_ by deskPDF Creator. Trial - Get.it. at http://www.docudesk.coni
In n
ON
CA
I L I •
X m m m M. TT
gx
Fi D r m r*1
a
ci -- -
------ I ------ -- ' -
-
_a
gg
ip
09
<7� CI=4 r
� r
o .m� .
�9
_ Progressive
OF DATE: August 22,2014 Osterville Landing ..Oxford Deluxe 'SECTIONS AND DETAILS Designs
PREPARED BY: DK
13 FILE NAME: Darby Way
Osterville,Massachusettes ti sob-ses-s3a8
SCALE: vc.r-ar. ---------—---------------------— -- NOTE O"AACM OR surrtrlV= FOR 7W
/� ll : CONSTRUCTION SET THE YETdFTCATW AW CWHAM OF Au MOONS,NoucN a„�N I I
0 t S �: - ALL OONlSrr..OuwON�.S,,HC.A�.LL COMPLY IM1H FEIVA.STATE AND ION
Lom rr l�mrp CONSTRUCTION
PDF generated by.deskPDF Creator. Trial - Get it at http://Www.docudesk.,cotn
SHEAR WALL-C SHEAR WALL-C o u
WALL LENGHT= 30'.T (Y A h
..FULL HEIGHT SHEATNG= 16_-0' -
. - ACTUAL SHEATHING= 53%
. (MIN.REWIRED 43% W
. RATIO 1.25 EDGE NAILING= W o.G ZO
- SHEARWALL-.A SHEAR WALL-D FIELD NAILING= 12 o.G .
-
SHEAR WALL A
SHEAR WALL-D
B'2Y:. •..'. ......., •B 21 WALL N
WALL LENGHT= FULL HEIEGGITTMSHEATNG=
FULL HEIGHT SHEATING- 1VA"
3
SHEAR: � �SHEAR, ACTUAL SHEATHING= 63% - $ ±'SHEAR, +SHEAR R :� _ _ ACTUAL SHEATHING= 78% )6
. WALL,-`.' WA(:L. .. - RATIO RATIO.
REQUIRED805 WALI-' WALL•
IN®
(MIN'REW 64%1 W
RATIO.- 6..
_
EDGE NAIJFIGUJI
EDGE NAILING FIELD NAILING 1Y o.c.
FIELD NAILING= 1Y a.c.
: ;•. .. CONTINUOUS HEADER -
.
•
.. '� SHEAR WALL-B
FTT] :. :. n.. 'J Rai
J. WALL LENGHT= 38' WALL LENGHf= _4B• /� s%
, �•, -`� ® 1` 7•B', FULL HEIGHT SHEATING= 21'. FULL HEIGHT SHEATNG- 38'S W
_ — - ACTUAL SHEATHING= 83% Q
. .S EAR' .,^9 R ..3 S ACTUAL SHEATHING- 55% .§HEAR;.: -. .$HEAR WALL.�....•• SH RWAL} •. Z
. EAR .WALL (MIN.REWIRED 52M l LVALL .RA710 MIN:REWBT®
■ 1 H
RATIO 1.25 O
EDGE NAILING=- 3'o:c. - EDGE NAL01G- 8'o.G
a
FIELD NAILING
L.-
FIELDNAILIN - 1Y ac. G -
G-
p� LAI
� ..
.. .. i , SHEAR WALL.B
i .SHE WALL-E -
1 ,
1
..
l____________ _______ _ ____ ____J 1. L____ ___ ___ ___ ____ __ __ ___
fi -----T------------------ ------ - -_--------1�_Jl _ :- ---- --------- __-__ -_-_ ------ --- _
-'J_ rLi
L L .�
1 FRONT ELEVATION 2 RIGHT ELEVATION .
.'-. co
SCALE:.Y° _.�.-0': . '. - .' SCALE:Y•=:T-0° -' . .
._
I. N
0
I
� r I 0
U e
N
- ... _ .
SHEA WALL :. V.
SHEAR N O iF,F
--- — O ❑ o
V'
JI SHEAR WALL F r r SHEAR WALL-1
WALL LENGHT=. 24, , - FFR < WALL LENGFIT= 30 a .
.. ..
T.n'.: >. .�: 1J :•: ...' t' H7 SHEATING= 16--r _ ULL
_
FULL ,1�9 d6..:'
SHEAR ',SFIEAR :' HEA ACTUALSHEATHING= 69% - SHEAR SHEARS ACTUALISHEATHIING-'� 77%•' _
nli MIN.REQUIRED 80% _ .::WALL .WA-L (MIN.REQUIRED 54�
. p l .WALL'. yyrgLL WALL ( _� -
nil 1, ... '. RATIO 125- RATIO - 725
EDGE NAILING= 4'o.c. El
EDGE NAILING
FIELD NAILING= 1Yo.c. FIELD NAILING 1Y o.G
JuAEi wuL f
i
SHEAR WALL - - -
..
SHEAR WALL J
Fm
rww .1 1• .r` WALL LENGHT= - 24'.' WALL LENGHT= 39
FOOE lNIL1NOT li® ,2�1,�� r au. II #4 ... yb': `FULL HEIGHT SHEATING= TWA" y '.yD° '•'0•� FULLHEIGHT SHEATING=_.78b'
F�LO NA4INOT t .. _ uy ~
In HEI(RII 1 1 A ,m HEAR. ..SHEAR'. ::'.. ACTUAL SHEATHING- 67% SHEAR SHEAR• .'SHEA 4 ...'SWEAR SFIEAR., ACTUAL SHEATHING=. 61%
u WALL n i'WAIJ:o 'WA41Tcc
6 - WALL WALL, WALL... :WALL.. ,WALL:. (MIN.REQUIRED 51% - -
lu .. yyp8l', (MIN.REWIRED 60%
ouuHSlart 91. j1 ...:11 1 it i , ,:- .RATIO 126 RATIO 1.25
carmruous srm.' :.� EDGE NAILING= 4o.G - EDGE NAILING - e'o.G
. FPOM 9pE TO R1IF'IER Ij:..•.:V 101 -
FIELDNAIUNG= .1Y o.a FIELD NAILING- 12 o.c. }. .
m e
•": '.:
❑ iLi
wc
- � - SHEAR.WALL�-H i r - � � � � 1 1 1. � i SHEAR WALL-K. - Q' L
WALL LENGHT= 18'4Y K•Q pq - W
FULL HEIGHT SHEATING= 11'A° FULL HEWALL LEGHTS 16' w Z J q
. :SHEAR WALL-H - - -ACTUAL SHEATHING= 7 - - 1 i SHEAR WALL-K , - .'SHEAR WALL--J _-I i i 1 ACTUAL
ISHEATHNGI = 63%°
. - (MIN.REWIRED 7 i i RATI(MIN.REQUIRED 54% ❑ d u- (n a .. .
RATIO 1.25 A - .. EDGE NAILING- 6'?o G _ ..
. - - - SHEAR WALL-G .EDGE NAILING= 3°o.e. i i A ' i - i i FIELD NAILING= 1Y o.c.FIELD NAILING= 1•c.G -1 1 -
. T _ - L__ ____ _ _______ _ ____ _______ - J_L--------------
coJ
N
REAR ELEVATION LEFT ELEVATION
O
3 4 L�
SCALE: Y.._ �•-0•• SCALE: Y,. =p-0. .'
�M N
- - AWC GUIDE TO WOOD FRAME CONSTRUCTIONIN HIGH WIND AREAS 11O MPH MNDZONE
_$ wa MASSACHUSETTS CHECKLIST FOR COMPLIANCE(7BOCMR53D721.1) -
y
Z
CD
. . N J W
NAIL SCHEDULE 8d i_ j rn= Checklist 0 gg
p COMMON AT 3-O.C. _ - co -
3 a 3 Z
m0 X + to
X 1.1 Wad COPE r
<� o M speed dgust) .......... ..... .......... .......................11orr Vl
Wind Exposure Category...............................................................................:......_............:........:.......9
j
MM
- Z 12APPUCABIUTV
...... .....• stories
2 stories Nurrterof Saxlea ........ ......_ (Rgwe 2)..... .... ��n W
�. Roof Pitch...........................................................................(Fig—19)............. S 12:2 tl
.. Mesn Roof NeIg1,1.............................................._...........(Rg—2)............... ......... 24'8'ft.z 33' -
- - BWdng Width,W........................................:....................... 4 Figure )...................._.............. dOft.s81
(
Building Aspect Rarle(LIW)........................... (Figure 4} _... ...... 1.2 5 s 3.la".'
0
RAMING CONNECTIONS
i -%'ANCHOR BOLTS cal - - - _ General
F ng connections? a - v General cm,plier,ce W1h frerol .........(Tads 2). ........ X
.. 8 - - Y
. 37r3'xY'PLATE WASHER TYP. tiF - W
I �f
'2.1 ANCHORAGE TO FOUNDATION
- Type of Founded ................... .. _...... ........(Rgwe 6)...............
TYP.HORIZONTAL DOUBLE NAIL EDGE FProptlnery Connedws............ ........._ ................... ._
CONCRETE
UpUR._... ....... ...(Table 3).... ....U. C�pg L ii FF
........
_____ _________________ _____- J _
Lemral......................................................................(Table S).......................................L-. 132 pit
ES PER SHEAR WALL E Al ) slrear........... ..........................................(Tede3)...............................:.....S= 395 pit 0
G 51V Anchor Brits
(STAGGERED
------------' -- -------------------- ------ ----- --- ----"'. .. VARIES
E Bch Spadrg.... ...... .............................(Tabled)_ ................. min.
RED NAIL-PATTERN 8d COMMON
V EAR WA SEE 2
TYP. ,e WOOD STRUCTURAL . .
VERTICAL PANEL SHEATHING .....................................................(Flews 6).............:...............:............... T te: _
GARAGE OPENING DETAIL BDnE bmmanL
1 ... .... .... .... ...........
. . - .SCALE: Y2"= 1.-0. .. . .
.' washer sae :....... .........' (Beare S)... SL'm $ Y n morn-
.. :. � - � TYP.VERTICAL EDGE NAIL SPACING -e 3.1 FLOORS
(Bd COMMON PER SHEAR turning member spens rhacked? ..._( IRC or WFCM).....................................
O VARIES EAR WALL � Floor ... - ... "
'SEE Al2) .Masitum Flow Opening D'nrenmon .: ..::....................(Rgum 6)........._.......................... ,t-Jn.s1Z m �-
- - - - TYP.FIELD NAIL SPACING Mmi LoeJcist dbea ftW Is or - - _
Bd COMMON.VARIES PER SHEAR WALL. Supporting nB Shearwall..................(Figure 7)................. .... a•,•ft.so
. ( Mminwn Cm,6levned Floor Joists .
- SEE Al2_(� O.C.) - 9,PDarUng Loe�eedr,B Wells or Shearv+ell... (Figure e).........._..... 2-1•ft.s d
- .'. Fbw BrwJng at Endwalls........... .................. .........(Figure 9)............... ....................... -
Flow Sl,eeldr,g Type................................................_.........( IRCw WFCM). TBG PLYWOOD
. Flow Sheathing TMtlrness ....................................._....•( IRC or WF M).. ..-........................ ' in. ,
-(3)HEADER Sheathing ....... ............Flow S N Faster!g ..... ..... ...(Table 2).. 8d NAILS_8'm.®GE/tZ in -
4.1
LS
- - Wail HALM
Loadbmdng Wolfs. .................._. ..........._....(Figure 10) .......................... �_ft.s10. 0 •� -
. in
DBL.JACK STUD LU
U U Nw,-Loadbeadng Walls........... _ .......(Figure 10)................. ,�1t.s 2D'
- Wag Stud Spacing.::.................... ......(Rgure 10)........:.... ( -
C.ON P wag story ORse ....... _........ ......(Figures 7-8).......:.... .. �:te.s d 4)
�.
WINDOW-DBL C -. � ��cv - m Z
I
If- C�
SILL PLATE - ''QOVN FOJ •. .. wood scads . . . . V i O
U 42 EXTERIOR WALLS
CO14C- _ - LDadbmring Wells .:..(Table 5) .....2c B- 8 ft:0 In.. J i
" Nonloedtreari,g Wags ... :.:............... :.. able ......
._. BneWSPP Att'x�Floor Length..................................................(Fig—ll)................................ Aft..W/3
_ Gypswn Celgn9 Ln,gtl,- '(Fgry 11) ................ 40 ft.20.9W.-.
Double Top Rem vI
WALL OPENINGS-STUDS AND HEADERS Spil.Length... ...... ...:. ...(Figure 13).......................................:... i
NOTES- - - ... B _ -�.
- - - - i
Sp8®Cmrrealen(no.of 1Bd mmmon n®d) (fade 8)
. :` 'Laedbearing Wall Cooneetiora - doef.
Uplift.(Pnprietery emnaetwe - ........ able 7 U 2581b: M M
- - - IS CHECKLIST SHALL BE MET IN ENTIRETY, INGTHE SPECIFIC EXCEPTIONS NOTED 15dmmnon n� - I -
1. THIS I EOF 80OM1D 0
) IN.p2)TO COMPLY WITH THE REQUIREMENTS OF 780 QAt 630121.11TB�A t.IF THE CHECKLIST IS Lateral(no.of ells).........._........ ....(Table 7) ... - Q'O V i
-Nmioa�earin Well Car,ecdwls -i
' MET IN ITS ENTIRETY THEN THE FOLLOWINGMETAL STRAPS AFD HOID ROANS PRE NOT g
. Ye"ANCHOR BOLTS-wl - - - -. REQUIRED PER THE-WFCM'(WOOD FRAME CONSTRUCTION MANUAL)110MPH GUDE: -Uplift.(Proprietary rnmectws)......................... (Ted 8) U 69,
. - m
(- - - Lam no.of 16d common nags) .....................Roble 8).................... ......... 2 U
3xJ'xY;PLATE WASHER TYP_ STEEL STRAPS Pet FIGURE 5-20 GAGE STRAPS PER FIGURE 11. . Wall Inge
- UPLIFT STRAPS PER Header Spans...................._.... ....(Table 9).................a. 6 R-0 In.s 11'
UIRE 17 id _ - SIR R
.� .. ALL STRAPS PER FIGURE - � - eDs SPans....................... ....Bad �e s>._........................: R�In.s 17
. - ^ CORNER STUD HOLD- i' 2.)EXCEPTION:OPENING HEIGHT OFUPTO 8 FT SSH/LLLBEPHBJrrrmwHBJ5%isADDEDTOTHE .Connections et rrhnand of header w s0 .. ) ............ .
.... .....(Table g..................... 3 •.
CL
�__I PERCENT FULL HEIGHT SHEATHING REQUIREMB4fS SHOMN IN TAIBES 10 MID 11. Upin(p"terycmneGws): .....(Table9).......................................... 180 m.
3.j THE SOT EXTERIOR WALLS SHALL BEA MINIMUM 2'M.NOMINAL THICKNESS Lamrel(pnpdemry ewmectwa) ..............(Tebm,B)..........:.........:.:...............:.....:..._ '3B8 Ib.. - ..�
_ ____ _____ ______ _ ____ ___________________ ___ PRESHURE TREATED II2-GRADE. _ Wall Sheathing �'.
- _i______ ___ _ _ _ ___ _ i - 4.)'A'FROM TABLE 10 AND I I AND LOCATION OF WALL SHEATHING MID ASPECT RATIO.DETERMINE.. - Minimm Bugmng DIntension.(W) WIDTH - Q
PERCENT FULL-HEIGHT SHEATHING AND NAIL SPACING REQUIREMENTS. - r Shaatm T able 10). 112'PLYWOOD 04
`------- ------------------------- ---- ---- --------- -------- ----"' - y ci g..............................................._.RBIs 10).:.............•........._ :.... in.
erg .._
Q�
. - Field Nag Edge Spacing - ..................:..... able 10...................... - m
WALL OPENINGS-STUDS AND HEADERS Shaw Correctionti (no:of eo mmnon nails) (Table to)..................... ......
2' GENERAL NAILING SCHEDULE HDwDD Capacity................................................(Tapelo)....:......................................._b.
scAiF: Yz"= 1'� .
— —
'ItUMeER r>F DDNMDN- Percale Full-Height SheatMng ................._(Table 10)............................................ Q .
. JpMDESTRIPtiwN "IS NIl.10Bt Qi aQY rKna WULING BPA(F - gdlrlg Dines,&Der .
., Sheathing type..._..................................................(Table 11).................................. 1/2•PLYWOOD Q 0.
e eo.inoro au,mtvo«.vu:nl a,m sore Edge Nag Spacing................ .......... ..........(Table 11)............................................_m. - -
ewui wo Field Nag Spacing.........:.........................................(Table 11) ......... In.
WALL OPENINGS-"HEADERS IN LOADBEARING WALLS Shaar Connection(no.ofl6dcomnw,nails).........(Table ll In nPA-,:DE,a. •V
Hold Dawn able 11 —lb.
.
. REQUIREMENTS AT EACH END OF HEADER - DroeruD lP xwml znm :-,m - •o.a .. Percent Full-Height ............................(Table 11).............................................%
. HEADER SPAN MINIMUM Ea - ,m ,e•onw.oxa— -. - Wall.Cladding b .
(FT.) Rated for Wind Speed?............ ................ ........................................................ -
s. . HEADER NHEIGHTSTUDSL LB. LB. - - - m •1 er. �
aeelFa) id• b,m � E.,Cx END
7 2-2x4 1 277 132 -
. PP n.IiD�mr R g mender sparre chedredT ( IRC or WFCM).. ......._..... W W .
3' 2-2x4 - 2 .. 416 - 198 s,m _ 4+m .. .• !•!�
Roof W ...........:... .......:(Figure 19) 7 1/Z ft. Z w l/8
LL
'7rusa, st, onneutlorre et lnedhearig Wags
4' 2-2:4 2 S54 264 - - 'm v ,m , Proprietary ConrieDtws - •• Qa Z J as Da muwam eP ro -o.o: e•EooE,sam ai
- ss os mussta tP rnm o.e m ,m .•EDOEu-rmn U= .
S 2-2x4 3 693 330 eExow,wL awaDa m _ l ......_ ....................................... e
,m '. s�maerermn PB (Table 12)................... - ,�81b � W W V
- .- oa�Eaxwxww � - - .' .' Lateral .................................. (Table 12)..................... -
E ExowkE a.aw+avamu>srm ,m.. -
S' 2-2x6 3 831 398 au auswoxEas - -. roam Shears......... ......:.Rode 12J....................: S= jl.d. 0 d'LL 0 41 - -
¢ExowwEauarnawa,w,gr m ,m mra;a•rarn - :. Ridge Soap Connections Tangle ...............(Table 13)......... T= 2®plf -
T 2-2x6 3 - 970 462 - - - Gable Rafter Outlookar ................. ....(Figure 20).............. _
8' 2-2x12 - 3 1,108 528 _ _ - Papdstery Contractors� g _ ..
Oudooker Connections at n-Loadbearing Wa
Upgft ..... ....................(Table 14) ...............U- 1Zlb.
9' 2-2x10 3 � 1,247 594
- m i' ,m .rE�wrErerrm�n :Lateral- .....................................- :................(Table 14) ..._........._........1- 148 OR 2781b. M
m r• ....
fly 2-2x12 4 1,385 - 880 - Root Sheathing Type......................................................... (IRC or WFCM)........................ PLYWOOD - .
Roof Sheathing Thickness........................................................;... Vim.z 3/8'`xeP lL
11' 2-ZOD 4 1.524 726 •Os� m - ,m a•mr�nrceui Roof Sheaddng erg.Fasteni ............. ............................(Tabie2).......................................... 0C_