BP-499S /o r a6vd
Al d 7cl NO/1 b'67N/70--1
v
88 -OZ -9 A-96' '
j ,9
" t-
S-r
-7NP'6'CJ 'S77D'M „0/ 7t�'NO/1d0
,9 S' ;Ai to 1t, S3S6'/70,2
.'NOZ/a'ON /''+ �'S770'M N/ 7b',7/16'-7A '-7'o ,Z
S`JN/lOOd N/ 961b'8 Z 1N�h/�7.7dOdN/36'
,Z
.6
.Z
,6
.. o//-O/, Z
3Od61J HS/N/d M0738 „9 S6'000 M07-7B 77V,*f-FVP'1G'9 --'0 dO1
-
S 77P',4f F SJN/100� d0'8 .9 'ON
-
.f 76'b'3 -N9/N #O` 000 F .76' 0-1 31-F&OA100 77V
-
td.7110 7Z1 N/ 7 .Z1-7,YONOO NO/1 t,,00 7 10' 110, 'td
J NO/1 teOO 7 l d 31 b'.7/7d/70 '61-740 S 7-71N/ 7-7136'ONOO
O�:JdO�N/36' to 9 `3 F 'O J `8 `d SNO/.Ib'J' 07 1 d Si(P,4f , Z A, / ayvaND'1S
-
S71y l b'.71N/ ,1 ND'N1 36101V 10N 10' ONG' SONS
OS.Z b'0 0 7 „ 8 0a7161-FSN/ S1706 610H.7Nd 7 7/S „ Z/ a' „ 9ZS
_
-76'b'6'9 NS/N/--1 -7AO B tl "el S 7 7 dti1 NO /1 ty6'Nl7O-,, .,'O d Ol
-
S9-700� 7 7P,4f . 6'O/6'31X3 7 7d-
3Jl�dd9 •N01O-7NN0.7 F 9S'I?O/l 00411 OV,1,9A'„O/ :S77PN
-
_790'6'd'9 •6101.93NN0,7 L' 3SOOH `„OZ �'„O/ S9N/100d
-
,OF
BENCH MARK
SPIKE IN BASE
OF POLE
ELEV. _ 100.00'
ROCK O
'DU NDEE RO A D
S 840- 26'-05 11 E ' L = 1 71
f2 8.29
�iS 35' wide6_/�4�. RESTRICTED AREA �.
SPECIFICATIONS & NOTES
o
1.) DRIVEWAY SHALL BE 2 z THICK BITUMINOUS CQNC-rZET7-- , LAID IW TWO
COuZ5ES ( I'vz" BASE 1" 'Tod') oN MIN, 12" 5ASEY OF E-AJK RUN ErZA.VEL. c6\'
At„L a Tc.)i-4 E SW- C' F. ."C" jq 4 G " R r,i "Y '0I Fit E`N a I aN .5K A 1,.,, L C--, E ri:s mo v E.. D A+ J b- s
Ctrra.0 P_ L TT4o;ZoU6 f-1LY
C t7'M E 1. :FILL W t rN C cl,4 Pfll TE p
.� 5SPTIC„ '5YSTEM PF—T; .IL S SHOWN CN SEPAZ./1,T=-- `�'~W�E UfSf��'St�,L. ,►�o \ / � �s%
y Tt= tit PLA W,
3.) kt E[-L.. 15 E-',( (7rlNCj . 5EF\IICE LINE To W,C)U!;E SW,-,LL AVOID TI Q E: S TG
R-17-1-1t\.1t4 AT-TE2 CONSte'RU(-T CAED 1NI Z�->4 -1D �" 1N ALL DIRECrT"fCN5. a�
4) ALL (5K AS Ljt IED w—F'j1-,t PLANE . 51TE E)ENC-f-A
MAZK IS SHOWN
5E x 1 5T! N G. To J t cos P R C) P ► 7- I "- — ioo 4q,q
4'-.) P r c P F I•= T Y L I N Ir S t-" F:.J,iT L I t-1 I T _-y
ZFST ICTF.D AZE-A LIMETs --- BARRY & JANICE 1-101
�• PrLOVI DE HEA\/Y DUTY FIFE JI r E\/E WATER L1NG SCALE ORAWN8
LOT 4- HOLLY HILLS I"= 20'
UNDER -\S DARTMOUTH, MASSACHUSETTS RE"'sED
ARCHITECTS* STANDARD FORM
WADE IN U.S.A.
BENCH MARK
SPIKE IN BASE
OF POLE
ELEV. = 100.00
ROCK O DUNDEE
ROAD
S 84 0- 26 '- 05 11 E R = 6 2 5.0 0' L = 1 ...- 71
2 8.29'
T-ID
104S670
55' wide RESTRICTED AREA
CD I
SPECIFICATIONS & t
1.) DR1VE.WA�f SHALL BE 2'/z" THICK BITL
A4.. L S TC'j�4 E So G e.F. &,- fQ— T F? t- tl G '' I >~,i ANY t
GZA.\t E L 7"HoZoU6HL-Y CpMPf .TE .,
G Iry F. L FILL w t `r-I
Z*gTI 5YsTE--i
SY5Tc- M PLAW.
-1) k! IwLL l5 5EF-VICE L,tcIF- 70
`j A{ --T/E R �C� o N/ SFT F? u (-T.. �,E D
�a'� Y. E 4w 1...`�f...�' .. A 7 �'1 F �`
%7 `7i� 1,�' r� „- �i. 1 �vr��✓ : 4. ,. — 1 - I `. -%. — r I r — c % % — — r v I.— . — r r —
MAZK 15 SHOWN
• EY,I SING C0 !A To U Rz.55 PROFO5ED
LINE —--
2EwTrti AP''1'7'--A LIM tTS — — — -- ---
.?.) P20vl DE HEAVY DUTY F►PE. SLEEVE.. C oF, WATER :SEP,,/I CE LINO
UNDER PRi\/IrWA"-� fad 5!-40V,'N ..
N,
WECRYSTALENE 0 I8x24
ARCHITECTS' STANDARD FORM
sky
IMADL IN U.S.A.
TOP OF FOUNDATION ELEV. - 107.50�
Board of Health InIpectio
' .
14 -- 5
Required when Excavated
E L EV _____ _ E L E V 13
FINISH GRADE
:.\ r . ,v ,\ i C r\\
i5 .\\ i _ii\� /�\` ul-
111I rEARTH
7 iBACKFILL
4 PVC SCHEDULE 40 or
SLOPE /
4 CAST iR0 PIPE LIQUID LE
VEL 4` p SLOPE t % e;.;;..: •e,;: p: a,. a .r VC PIPE
-
- - - -- -- _ � __._ ,• .. � — 4'rPVC PIPE .o
INV=103.25 INV=102.97'-
Z �Q INV= IO2,72 . ° \ _ ttVV 0 0 0 0 n 1/ ,I
---.- _
PVC or _102.46� e Q �, 1j
8 2
• CAST IRON INV=10262a INV. = Itf2.33�
WASHED STONE
SANITARY TEE 6 MIN.
z Elev"w 3 -us, aot b0 ...' e e
— Changed without BOARD w ti 0 0 0 0 0 0
a TANK LIQUID CAPACITY PRECAST CONCRETE o _ 3/4 11/
of HEALTH Approval 10 f1 .-.� 2
3•. _ = 1500 gal, � DISTRIBUTION BOX w 0 0 0 0 0 0 0 0 0 WASHED STONE
o_
90
"9 0 0 0 0 00 0 0 0
W +�
0 VO 0 000 0
' 4]
t
PRECAST, CONCRETE O O O O O O 0- 0 O
SEPTIC TANK
SECTION T H RU SYSTEM , ' �BASE ELEv.- 96.75' ,
36 6 - 0 36
NOT TO SCALE EFFECTIVE DIAMETER
12 - 0
-
8ENCH MARK PERCOLATION TEST RESULTS GENERAL NOTES
SPIKE 1N BASE OF POLE ON NORTH SIDE'
Test Hole � taken 3 / I / 67 .
ROCK O'DUNDEE ROAD OPPOSITE 'ENTRANCE ,
I.) I SQO gal precast concrete septic tank and -5
ROAD TO HOLLY HILLS Ground Elevation 106.1'
--. outlet precast concrete distribution box to be by
ELEV. I00.11 00 Percolation Rate 1" in I min A. ROTONDO 8 SONS INC. or equal,
at the Depth of 48 'inches..
2) Ali piping ouislde of the C�ispesal Area to CFnUNDEEROA Depth of Ground Water NONE in water tight
L/ NONE x
���% Q Elev. of Ground Water
�� Soil Strata:3. x11: wo5hd StC7(to CI! E'n trF'. 7c i.n rt
! or, di rn, w t, i y a t , f j r, } to t D �' P ; €
f n '� ;;
L._ Og
,� _---_- -- - -- __ __ _-------- Board of Health
LOAh9
3 4.) The installed facilities must be left exposer; unti€
ro „SUBSOIL a ROOTS ins DARTMOUTH
24 inspected by the _ Board of Health.
COARSE GRAVEL a STONES
.72 5.) Sewage System designed in accordance with the Rules
.p- 1 FINE SAND a Regulations of Title V of the Mossochuseiis State
Environmental Code and Town of Dt1RTMOUTH
96
�J� 1 Board of Health.
, DESIGN DATA
1. 6.) Percolation test data by Tibbetts Engineering Corp. for
�...._,�� ESTIMATED DAILY SEWAGE FLOW Dr. Anthony M. Martin, dated March 21, 1967,shown as Test
r.i F4`,1 5rv."o Hole # 2, and on file with Dartmouth Board of Health.
o LE�ANG
w1o,` a z t 95G.n�. 7.) Water table test conducted May 4, 1983 by Gorcio Engin
,0 Per ,w
N AQ,uS SEPTIC TANK REQUIREMENTS eering,Inc. and witnessed by Antone C. Barbozo, Jr.
R t ox Test to depth of 110
7.
} I25�tca,rr� (MiNtrr�r`-�) p
-T.� Gar-,,,
�. 8.) Designed to occomodate a garbage disposal system.
HILL 5
! -
WELL 9.) Proposed finish grades shown on SITE PLAN accompanying
9
,_ _ LEACHING AREA REQUIREMENTS
h7Q `0 house plans. All required minimum coverages have been met.
ti ,.T�,r4t 101 Leaching pit to be ROTONDO DW 6 or equal.
R.._.`74 \ \ TRY c .Eat trr f i T �3
5.5f3' EFi�E'G7'
H 0 u S +� c. �r- O (tit^ t�T�+)
_ srt Td► =?C {t 5,58� 21d,yf 5F x SEP
2.5 G`..; 52S,a ti.til a ja 0412L.
HOL L r
ti �t Py
TA : '• ,< ,'« $o�-ro1�s a =,a r 7r g��` z
i � —79
9
i 1?�, t SrSI' n 1. q �.x.,f,F_ ! 13, t
- r�: r 9y _ Oj� BKitaieli Ce��issioR � G.a 1.,,
%
At
REVISION DATE DESCRIPTION BY
w�
' -LEGEND
DES BY MEz SEWAGE DISPOSAL SYSTEM
" • .;, - ORN. BY: ME •
EXISTING CONTOURS 93 FOR
CHK. BY.
PROPOSED CONTOU.Rs �---- B A R R Y I& J A N I C E HO D G E
DATE MAR.17,1984
PROPOSED FINISH`GRADE ss.o LOT 4 HOLLY -HILLS SUBDIVISION
SCALE AS NOTED I N
TEST HOLE
ASSUMED DATUM
�t `« DARTMOUTH MASSACHUSETTS
ELEV. BASED ON
't, t
4, 2wR wt�."ta.
FOR'
RESERVE AREA $,,
Dartmouth Board of Healy HREE BEDROOM DWELLING
'* -
: /�d +t ,
I 30 , E M ICHAEL E. 2 0BRO , P E.
JOB B
SCALE
3 186
t t
• .,:, ��;.•`-�i REGISTERED ' PROFESSIONAL ENGINEER .
SHEET t OF I
e0X -IOi SNANSfA', MIsSSAr,.HUSETTS 02777
9,4RRY S 1,41VICE HOOGE
ROCfr o 'OUNDEE ROAD
/9:38s f. /s1
scv/P� //4= /
/625sf 2nd
SEPT.,/983
PAGE/ofS
FRA.NE CoNsrRelCT/oN w/ BR/C/f xz-1veER:
-
FOOT/NGS/O "x 20 ", HOUSE � CONNECTOR • ` 8"x /6" GARAGE
-
W.4L L S / O" x B ` /n o m /av/J HOUSE .� CONNECTOR B "x 4 � 6.4 R.46f
-
-
'� 4x i� REVEAL, .4L L EX TER/OR :W.4L L FACES —off % EVGaL
TOP OF FOUNOAT/ON M'.4L LS /2" A901-E F/N/SH GRADE
x /2 " S/L L ANCHOR BOLTS /NSERTEO 8 " L O CATEO /' FROM CORNERS/
ENDS AND AT NOT /FORE THAN 7' /NTE1?li.4LS
-
STANDARD / ' x 2' ARe.4w.4YS .4T LOC.4T/ONS A, B, C , L?, e4 E 6 " RE/NFORCED
CONCRETE L /NTEL S oveR. OOPLICATE AT LOCAT/ON G.
-
3"x 6' /O " ARCH AT L OCAT/ON F RE/NFORCEO CONCRETE LINTEL olleR
-
ALl CONCRETE TO BE 3000 p' /iH/GH-EARLY
-
NO. S OEFORMEO BAR RE/NFORCEMENT, FOOT/NGS 8 W.4Z L S
TOP .OF GARAGE W,4LL BELOW DOORS 6" BELOW F/N/SH GRADE
-
24'
30'
�ru
��/ I, ✓I[ 9 Y� r raF , -?, "TECT
CEILING "'Ohl
5'6"
B `B "
B" BLOCK
8 /O" x /6" FOOT/NGS
5' EXTEND HOUSE FOOTING 8"
� � BARRY � �/,4N/CE HOD GE
I SEPT. , 1983 S CAL E: //4
c • T ��1j
,•/ kWu FOUNDA T/ON PL A N
,Dope ,3 of S
-
GXCe
All windows and -terrace- doors double- /axed f ara L
'
1
e-.(711 Crior doorS S/ee-1 iHSulQ-lea/
4qrn./ roo/Yl aNd �iviwi rOON'1
/,/,//Z ",
it-, / I' /' f' // L
A/
-
ineu/atIon : 6" -roil--faced ohe side ) R--Pacfor /or a jGrior dallS, 9' R- ,,tor 30 2^d loon ceLjin •
above ba e-%c -t
-
ce-i(in
joists (secondZxp
-
MQSOnr
wale 4,'es fo he. tised on all vehee-r
wind w of//s -to bt o� Stone
ah /e iron ''to Carr br;cM over windows
and doors : 3" x 3" h V oh spans 70 3' 3±"x 3-.Jt- "x
x b 6'-/o
8" x,f"x
-
in><er�or
SO Bier co4rSe_ Over ara a windoWS
arflT�onS q/l inferiorpar pions -fo be
and -�'ir3� -�/oor a? x R5,136 Wino/ows
Pvc/,..s excG f .Ax(o's as heeded Xor /urn6ia
-
51A-}/Oor until roove laed
and -rosfene w a ° x # wooc/ screws
—
louvers
and vehfs
triar, ular- louvered sec-fr'ons Obie-end5 soPii4 ven-fs
6 copnec-tdr i-00vents a4
ack 30•q%•4 ve,49
c G,ousc one power ven•filafor
ha %a( of /5'-.ZO cam 03"S. P. oh back
o!h t'e ra4ure, 0,,0' 17a—iolil
GOnfrolle-C So-flrit ven-fs
-
Iasfcn�M
s : S4ud fo date: 2 3x3 12 wood s r'ars eiek end
ar{+'n 1'%" n>rt wood scree✓ 6" o.c. Chats of anel s ►z'' o.C. ihterin -Gace u s-
f�IIAMIhKM�Ktt CrS 4'AowKSpowtS
PiYIc trim
Alc
C,ctcrlor pl,-\
Ili
zs 16. �cIt
65core- S eaAi/lA
1'' c; I r space
box sills
b r l'c.
"All'• reve?1
zxe ri—k;ps
o—
5/8' plyscorc. (s- pl y)
S. pctck f�
2X9,.14o"0.t.
vt rd alb'
z x 6 cot/2r tics
2x6 diou6�� elates
r
�xys
to a zx6 �'roaM _
Studs c of @ 7' 4
dip to hip
fo_rr Port on scan
sol,dl ocki
sto en
� �•ysu/a-l•x
ion
seconds Moor
r( �
floor oi5ts 0. lo's)
�
21ptd Cdd i
•,Dist
Z x 3/y ' �aro�wooc� �oofS
bIQfG 3/4•" t.-*q• Good suJleor
.2 x1 /D - /6 " O. G.
G144 -fo /6'
c tA+ -t-o /(o'
/ x 3 strq ihq v
2-xb dou6/e plo�e PP-�
/
5 o //•ol b r i dal
i n
'
s--ud.5 cut- 8OL
U
6 ` insaha4i0h L
a.
a
Zx6 /+ u
I 3lc��ardwood-r-/oor5 i
rr x
3i4" t¢Q• o�Nw000� cNbT�oor �!
\ /2"Step/ 6clls ZX(o IQTC
doable 2x6 s;//s C- late .
�, insc,lafion Cs1/l�
L' core. •i-/Oor
3/44 ` sto n e-
cut to /6'
- 6''x g I= b e es ara
�Zxi2 sold 6ridgin
Zq I6s. p. r. •F
pally co/ura,ns
c o n s-f'r u cf i o n and s-- r u c-f u r o l v r• e- uJ
Note: ?irs+ Moorye-r+,col dimension notairowr, -Fo scale
2.x6 rafters
161' o. f .
x r.
V
X
36,x /6'
A
Gara e- �5'' S an trorvr notch to no•f-ct7 p e-r,7odi>f,'ecl K1nI V 0-5 ;fc - rl
x {o up per and lover ck+ords W oZx 54 u 42 r, h4 5u or45
1
V o.C• /6 feces
a
//� /
c0."ol G-Tor : /9' S an row► no-kcr to note T e - A-od(4' eqi Kin o-5-t i eiick - 0'
X 6 G err and lowav- cyords W .2 xS/ a ri h4- S orr4s
.25<" o. c- 6 p feces HoA? ,ee. o-P Gonnec4or rood Y. be-
•i-I^amec/ w .2x6's A,A "o.c. f-o q ara. e. roo•F Lv9- i4Gi?
Valle xs /5/- russ: Set back accornr»Or"ne
f�aih s8 " 1 5cokc .S- l -For f'h ara g- and Connector W
s F"'plywood a✓la' s centered s 84075
cr '+•..Cyr r..: .. < .. t tin.a.: .r 'itir.. -.w- Vr
BARh'Y a& . � 4NICE 11006E
SZ-RT., /9
CO>1/STRU� T10N 8 S r1?UC7-41!'AL ` W,67W, 9
SECOND f G 0OR PLAN
,cage
3 ,6
B 1 6- 3/6
MA/N ST,4/RC.4SE
TOTAL RISE, FLOOR TO FLOOR.
FORMULA UT/L/ZED., 2x/R/SER D/MENS/ON) plus
(TREAO 01MENS/ON) = 25
/6 RISERS, TOTAL
TREAD OEPTH= /O-///6��, EXCLUD/N6 NOSING
/0 , 2
BAfi�Fr
1
BENCH MARK .
SPIKE IN RASE OF POLE ON NORTH SIDE
ROCK O'DUNDEE ROAD OPPOSITE ENTRANCE
ROAD 10 HOLLY HILLS
F L E v - 00 (7r)'
EE R
OA0
ROCK
0 pUND
-71
i4'e,
y
r.� o
o � 1
V
V1 o r
. Q1
Gar.
Exis r �
WELL
' 93. 7s
0
c
1 House /y
HOLLY ,
H/L L S
a � 1
5176 `4 4N
SCALE 1'0. 30,
GE— 25 GE- 26IL
GE — 27
GE-24 S'8"
7'
G E— 2-7
10,2
GE— /9
GE— 2/ GE— 20 -�
GE— 9
/4' 5"
/4 /O
BA RRY & JA N/CE ` 110,06f
OCT., /.9 8.3
SC.4LE: //4" = /'
FRAM/NG PANEL /GoENT/F/CAT/ON
F/RST FLOOR
sheet
GE — 6
/0'
GE— 5
7 4
GE— 4
/51.
S E - //
/2'
S E- /2
/O ,4 .'
SE- 7
Le
SE- 6
/O'
SE_ 5
7,4If/
SE 4,4
i
SE- 4
/5
SE-/ SE-2 SE-3
/ //2" /3'4" / 5' //-//2"
Z5,4R r g LMNICE
OC%, I.9E3
SCALE.
"f• � 2" Fi�,4/✓J//✓v P,✓✓EL /0E/V.7'1F/r',4T/0,/v
SECOND FLOOR sheer 2 0/
o.- 2' 4-l/2"
b: 9' /O
C r / 3' 5- /5//6 "
no/ drown /o
scale
2x3ff2x8
2x6
3-
2 x 6
/4' 5- //2"
d: /'/O-9//6"
nor drown /o SCo/e
0
b
c
A/nTZ'C'
2 x8
x6� px 3
2
9 - //2 "
c:6'6'-!/4"
2x6
2X6
GE- 2: /4 ' 10H
GE- 4: /5'
d 4' 7- 7/8"
c • 6' - //2 p
/: 2'
2.r 4
u2 x 6
/not /o sco/eJ
P
2 ' 4"
GE- S: 7' 4"
ICI
2x 4
m Z .r 6
1 o _II
2xB
�PX6
NO TES
GE- 6 /O' G E - 7 / 5' S'
b
�t
I'
�r
5.9 3/4"
P'/O- sze"
i,
�i
t�
i
CI
I;
i
f c
o: /,4„
c:1`8-7/16"
c= /, 6-//2"
Px3�Pxe
Px 6
GE- 9 /4' 5"
o
b
c
d
WINOON' HEADERS 3- 2x 8 s w/ 2 LAYERS OF //2" BLOCK/NO
GE- 7 /HEADER- 3- 2 x /2's w/ 2 LAYERS OF //2 " BL OCK/N6
GE-,9 HEAOER 3-2xB�s w/ 2 LAYERS OF //2" BLOCK/NS
FULL LENOrll ST!/OS CUT rO B'9"
STUDS ,4 6 0 YE iY/NOON'S CUT T O 5- // 4
STUDS BLOW WINDOWS CUT TO /' S- //4"
-
STUDS .ABOVE GE-9 R.O. CUT TO 1' 4-3/4"
-
STUDS BELOW GE-9 R. O. CUT TO 1' 9-1/4,,
b 4"
d: 1` 8-7/16
■mom
o /' 4"
�Px
PB
x3 ?x6
r, F- /2= /0'4 "
SEE REI//S/DNS
Sh'EET /
c
b
9// 6"
OF
all
2.rSH2.r 6
Px6-
c:6_//2-
SEE REVISIONS
SHEET /
a
I
_
i
j
}
-
-
G E- /3 /2'
b 4' 6- // //6
Px.9u2x8
2 x 6
c
0
e
FULL LENGTH
STUDS CUT TO
WINOON' HEADERS- 3-PxBs We P LAYEFrS OF //P BL OCK/NG
PAT/O DOOR a
F/REPLACE HE.40ERS� 3- Px L.4YERS OF //PN BLOCK/NG
6E--/2 ODOR
HE.40ER S-PxB`s w/ P LAYERS OF //2N ®LOCK/NG
STUDS OI/ER
P.4T/O ODOR CUT TO
STUDS OVER_
GE- // wINOO/i'S Cl/T TO
STL/OS OVER
1,/fr'EPL4CE CUT TO
STUOS OVER
GE—/2 DOOR CUT TO
STUDS BELOW
GE—// wI/VOON'S CUT TO
ALL YEWS '
FROilO " EXTZ'RIOR
C 6'(n0/ /o
sco/el
d 66
(no/ /o sco/e/
SEE RE!//S/DNS
Sf/EET /
D
0
e
d
•
2x3�P x 6'
_Px6
GE- /4, /O'
/!O/e� extend
sheath/ny rhls
s/016 by
0
c
GE- /7 //' //- //2 ..
0
if
11
b
6'/O- .3/4"
2'/0- //4 "
� j 2X6
2xJT �i 2x6
stud P/ocerneof Phis
sheet no/ fo Sco%
GE- / 7 rough 0Pe/7/17g.
/J/CCe/77P/71 not /o sco/e
c 1,4 It
SF_ E 1PF1//5/0N5
SHEET /
`, 3..
-
FULL LENGTH STUDS CUT ro 7' �g "
-
HE.40ERS 3- 2x B's W/' 2 LAYERS OF //2 ". BLOCK/N!i
-
s7-UDS OVER WINDOW car ro S-%/4"
-
STUDS BELOW WIIV o o w CUT rO / � 9- //4"
-
STUDS OILER DOORS CZ/7- ro 4- //2 ••
-
ALL vlEws FRom EXT Ei9/OR
e
IJ
0
b
x
c
2x6
Ul2X6
e-9 M2 "
2x.3�2x6
2x6
170/6- extend
sheath/ny th/s
s/de by S- //1
p:
extend sheolhing
this side by
3- //2 It
/9 3' 4
o J1
GE-2/ //' 3-//2"
3- 2 x 4 's
NOTES
GE- 2 0 & GE - 2/ HEADER wl o rhl
NOT OR4wN TO sCAL E
,.
C.,4
PANEL s TO BE FRAAfe'o w/ 2 x 4 s
-
-
FULL L ENGTi/ STUDS CUT TO B 9
WINOOK' HEADERS- 2- 2x/2 s w/ / LAYER OF //2 H BLOCK/NG
-
STUDS ABODE i ,IN000 s CUT TO /- //4 It
-
STUDS BEL on wINo o&s CUT TO 21 to - //,?"
-
GE- 22 HEADER- 2- 2x/P s fr/ / LAYER OF t/2If BL OCK/NG
sTUOs of el? GE- 22 HEADER CUT TO / 9-//4 " m
d /4
6 12 ,•
9If
Il■■�—■l
lll�l MI
b 4' 9
3- 2x 4's
o.: / 4
r
'
BARRI' 9
14 NICE 110,06E
t %
OCT., /983
SCALE-
,0ET4/L S
FRAMING
PANEL
E
f .9
GE- 23.' /O' /
GE- 25 //' 3- //2 ��
6E-24. 7'/"
6,2"
o.* 6 it
/not /o
sco/eJ
GE- 27 5" 2"
x 4 's
0 2t
90
.3- 2.r4's
0
b
6�lno! to
sco/e
PANEL s
TO BE FRAMEO w/ 2 x 4 s
-
*ZIL L L ENGT// STUDS CUT TO B
' 9 "
-
GE-23
NEAOER. 2-2x/2's w/
/LAYER.
OF //2" BLOCKING
GE-24
YE.40ER P-2x/21s w/
/ LAYER
OF //2" SL0CA-INS
STUOS
OILER GE- 23 HEAOER
CUT TO /
9- //4 �
STUDS
OILER jle4oER
CUT TO / `>/
- t/4"
o /'9-//2"
b 2'4- //2"
SE /, /5, //- //2"
2x4
F�2X6
SE- 3. /5'//-//2"
IlI�I.
I■III
I�I�I�IIII■�Il�l�lelll
�I■III
I�III�I�I�III
I�
�I
It
�Ifi
o.. 6
.,
SE- 2: IT,4"
0
I lk�l,
c
2�/0 - 3/49LIL
4�
9- 3/4
T -ff I I
SE- 4: /S'
a
2' /O- 3/8 "
00 b
2.r 4
2.r 8
�2x 6
�2x3
2x 6
N OTES
W/NOOW HEADERS, .SE-/ .3 1� 4 ' 3-2xB's �r/ 2 LAYERS OF //2" ,9L OCit'/NG
W/NOOW HEADER ,SE- 2: 3- 2x/O's w/ 2 L.QYERS OF l/2" RZ OCA'/NG
-
ST!//JS OlvE/5 SE- /, 3, & 4 N'/NOON'S CUT TO S- //4"
STUDS BELOW SE-/, 3, 9 4 W/NOOwS CUT TO
-
ST!/OS ABODE SE-2 WINDOW- CUT TO
STUDS gELow - SE-.2 W/Noow CUT TO
FRAMING PANEL OETA/L 5
{ EXTERIOR SEC7'°/ONS ishee.0 7 of 9
o:/'
1
SE- 5. 7' 4" ' SE- 6 /O' SE- 7. /5' //- //2"
o : 4 0;
b P /O - 9//6 ••
b:
.6
4' 9- 3/4
0
D
c
4 � 3/4
P ,r 4 'r 2x 4
�2x62xB
PPx6 2x6
SE- 8 /3' 4"
NOTES
d�ffa
P.-9-//4 A.
- FULL LENGTH STUDS CUT TO 7' 9'
- WINO O/V HEAOERS� 8 s We" 2 L A YERS OF !/P" BL OCK/NG
- STUDS OIiER H'/NDOH'S car TO 3- //4"
STUDS BEL OiY N'/NOON'S car TO
O
4�9
b
c
c. /5'
2x 6 Px8
�Px6 �Px3
2x 6
P ,r 4 'r 2x 4
�2x62xB
PPx6 2x6
SE- 8 /3' 4"
NOTES
d�ffa
P.-9-//4 A.
- FULL LENGTH STUDS CUT TO 7' 9'
- WINO O/V HEAOERS� 8 s We" 2 L A YERS OF !/P" BL OCK/NG
- STUDS OIiER H'/NDOH'S car TO 3- //4"
STUDS BEL OiY N'/NOON'S car TO
O
4�9
b
c
c. /5'
2x 6 Px8
�Px6 �Px3
2x 6
O
4�9
b
c
c. /5'
2x 6 Px8
�Px6 �Px3
2x 6
c. /5'
2x 6 Px8
�Px6 �Px3
2x 6
1_I C J
NOTES
!M1■!
c
0
4' 9 - 3/4"
b
I I
11 fill
-
rZILL LENGTH STUDS CVT TO 7'9"
-
H'/NOON' HEAOER J- ?x B s w/ P LAYER-S OF //?" BL OCIY/NG
-
S7Y/OS OVER WNOOW CUT TO S - //4"
-
STUDS 6eL OW N'/NOOb' CUT 'TO /' .9- //4"
FQ lm
Px 4
�2x6
i
0:2./i
b: 3 3-//2"
c .4'-T-//4
d•B"
0 0
b
B' /0 - //4"
• 2x6
�2x3 NEAOER: 3- 2X12s w/ 2 LAYERS OF //2" BLOCK/NG
0
b
c
S'
S'6"
d
2X6 2X4
2x3®2x 6 �2x 6
6E-/2 /2'511
0
•
b
c
/3/ 4 '•
b/oc,fing io
b e odde d
each ss de/
Li2X6
2X 6
u2.r6
2.r 4
Studs cu> l0 7 " 9
6' /0 - .3/4 "
b
6'
LL=
2xB
2,4-//2,
S/- 23
/2 8 �
S/ - 26
BEAR/NG
S/ _ 2/
9'// "
/2.8..
4RChV
//,/0-//2"
W,4ZLI
�2x 6 PLUMB/NG W,4 L L l
S/- 22
S/ - 20
S/- /9
2
S/- 6
5,2-5//6"
S/- /7
/O ,2-////6
S/- 5 /4'//-//2�
1-4
S/-/6 48
S/-2
S/-/4
23-3//6
S/- /2
/-i//6
/2,r 6 PLUMB/NG W,4Z L J
6,.6 ..
VVV
atN MA`,i I tf? F-UFiR9 TJIf—1:38-3
a' /'4"
Jff
ecsr
0 4 ,4-,S/l
Ei
S/- 2 .9, //-//2"
■�r�e
soaih
Uru
7"
easy
S/- 6 . 7'
a
U 2 x4 //2 b/ockiny
eos/
-T"
EF 2 x 6 //2 blocking 3- 2.r4 s 2x 2x6
• S/ 6 B S/ 7 STUDS • 2 4 ON EDGE
S/-2
HEADER
TH'O 2x/2 s w/ //2BLOCK/NG
S/-6
HEADER
THREE ?x6.s w/ 2 LAYERS OF //2BL OCK/NG
_
S/- -T
HEADER
rwo 2x 6 's w/ BL OCK/NG
south
C—N1fI
Al
Wes/ 1
2-/i2" 1
o / '//- //A
east 7
C IV.MHJ ICH rvnrn mr-�acs_,y -
'- 6, 4' /0-
.J
Ill
south
a /'4"
g:::o.3-2x4's
S/- /0
2' 4- //2
[ 01
West
2x 6 //2 BL �OCK/NG 2 x 6//2 "B L O CK/NG Zx4 �2x 4
6' // //
south
"=0I
I l l I I I I West
2 x 6 //2"BL OC/r/NG
south
S/- 15.
213-33//6"
1�
a= /' 4"
east
2X6 //2" BLOCK/NG
2 .r 4
Ivy
nor/h
ras/