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LOCUS INFORMATION
CURRENT OWNER: ROBERT M. RIPLEY OVERLAY DISTRICT: NONE
DONNA S. RiPLEY
TITLE REFERENCE: DEED BOOK 13218, PAGE 118 NITROGEN SENSITNE
ZONE: NOT A ZONE II
P(AN REFERENCE: ABUTTING PLAN 11435-A FEMA FLOOD
ZONE DISTRICT: "AE"-11, 7-16-14
ASSESSORS MAP: 22 25001C0588 J
PARCEL: 233
• MINIMUM LOT SIZE: 25,000 S.F.
ZONING DISTRICT: R-25 EXISTING LOT SIZE: 1Q342t S.F.
SETBACKS: FROM 30'
SIDE 15' EXISTlNG BUILDING COVERAGE: 1,607f S.F. (i5.5%)
REAR 20' •
N/F
LEVEE BREAKS
1NVESTMENT GROUP, LLC
#55 :
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EXISi1NG P�RCN o I
2.5 STORY ' BRlCK WALK
DWELLING • f �
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REVISIONS:
N�. DATE DESC.
I CERTIFY TO THE BEST OF MY
PROFESSIONAL KNOWLEDGE, INFORMATION
AND BELIEF THAT THE LOl' CORNERS,
DIMENSIONS AND SETBACKS TO THE
�
STRUCTURE AS DETERMINED BY � ,
INSTRUMENT SURVEY AND AS SHOWN ON
THIS PL4N ARE CORRECT.
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SURVEY DATE , 'I
CERTIFIED
PLOT PLAN
_ AT
#6�
BA YBERRY ROAD
' IN
WEST YARMOUTH
MASSACH USETTS
(BARNSTABLE COUNTY)
APRIL 15, 2019
PREPARED FOR:
ROBERT & DONNA RIPLEY
44 BRIARWOOD R�AD
WALTHAM, MA 02452
617-538-2517
DONNA.RIPLEY�HOTMAIL.COM
�+�' `+� �� � � ' ;
.4,�' �'� � � � , •' ;
349 Route 28, Unit D
West Yarmouth, Massachusetts
02673
' S08 778 8919
QC 2019 The BSC Group, Inc.
SCALE: ' 1 " = 10'
0 1.25 2.5 5 urnxs
0 5 70 20 �r
PROJ. M�R : CRAIG FlELD
FlELD: C. 0' LEARY
CALC./DESIGN: K. HEALY
DRAWN: K. HEALY
CHECK: CRAIG FIELD
FILE: 50288—CPP.DWG
DWG. N0: 6584-01
JOB. N0: 5-0288.00
SHEET 1 OF 1
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28 REVISIONS: �
LOGUS INFORMATION No. oArE oEsc.
� SILVER CURRENT OWNER: ROBERT M. RIPLEY DVERLAY DiSTRICT: NONE
N �EAF LANE DONNA S. RIPLEY NITROGEN SENSITIVE
I TITLE REFERENCE DEED BOOK ' 1321 S, PAGE 118 . —
W Q ROAD ZONE: NOT A ZONE II
> RAINBOW � _
¢ } PLAN REFERENCE: ABUTTWG PLAN 11435-A FEMA FLOOD
� � _ ZONE DISTRICT: "AE'-11. 7-16-14 —
W ASSESSORS MAP: 22 ` 25001C0588 J
wW LOCUS } PARCEL: 233 —
w¢ MINIMUM 10T SIZE: 25.000 S:F. — ,
ZONING DISTRICT: R-25 EXISTING LOT SIZE: 10,342t S.F.
LEWIS BAY BLVD. SEfBACKS: FRONT 30' -
SIDE 15' EXISTING BUILDING COVERAGE: 1,607f S.F. (15.5�)
: REAR 20'
PROPOSED BUILDING COVERAGE: 2,033f S.F. {19.6%) '
LEWIS BAY I CERTIFY TO THE BEST OF MY
LOCUS MAP PROFESSIONAL KNOWLEDGE; {NFORMATION .
NOT TD SCALE AND BELIEF THAT THE tOT CORNERS,
- DIMENSIONS AND - SEiBACKS TO THE :
', I STRUCTURE AS DETERMINED BY
< INSTRUMENT SURVEY AND AS'SHOWN ON
THIS PLAN ARE CORRECT.
. Wlt,
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INVESTMENT GROUP, tLC � � Nen�v �'
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� ROFESS� NAL ND � RVEYOR DATE
CONCRETE ' 1
PAVER I - FOR THE BSC GROUP, INC.
PA710 �
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JOHN & �.0• I : EXISTlNG I '(''
CAROL 4,2' �^' ' SHELL DRIVEWAY 1 CER ( I F.I ED
CURRAN S 66' 11 24 E 95.66
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BRICK , ♦
:PATIO FXlSRNG P RCH N � �
2.5 sroRY °I .� i�� . FEBRUARY : 3, 2020
' DWELLING BRICK WALK
: , �LOOR i2.3' ' � �
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10.8 X
p ELE : BRlCK I � PREPARED FOR:
i
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i� ! ,lIPPER . 'WINDOW � W � t3st s.F • � 44 BRIARWOOD ROAD
N LEVE� � VVF�L uPPER ;�; N�a,�� � j� WALTHAM� `'t�lA U2452
z I DECK ` N , LEVEL -------,._ y�, SERVICE' e
DECK '��`—'��'- � ---+ I � 617-538-2517
: :♦ � '� DONNA.RIPLEY�HOTMAIL.COM
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PROPOSED ' . • � , _:.,
ADorno i `N t� � is,s- � + � 349 Route 28, Unit D
��G S�gp,cK ' �, -- I WestYarmauth, Massachusetts
g��W�N �o.a � � 02673
J : 508 778 8919
PARCEL233 , j o 2020 The BSC Group. ,��.
, 10,342±SF. � W 109•�� I SCALE: 1" = 10'
_ N�9'35'4� D 1.25 2.5 5 w�s
N/F '
MARK & KELLY YUSKAIAS . 0 5 to -2o rra,
, �24 ,
L.EWIS BAY`BLVD ' PROJ. MGR.: CRAIG _FlELD •ti.
FlELDc C. 0' 'LFJaRY
R E C�� V E� CALG:/DESIGN: K. HEALY
' FEg O3 �DZ� DRAWN: K..HEALY
CHECK: CRAIG FlELD '
� � -- �� . � � � � � - �BUILDINGDEPARTMENT ..�� FILE: �. SOZSS-CPP:DWG ��: ' � �
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DWG N0: `6584-02 : ;
� SHEET.' 1 OF 1
JOB: N0: 5-0288.00 '
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BEAM POGKET
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AND GROUTED INTO 15TING j
FOUNDATION @ I 2" O GENTER ',
EXTEND 6" MIN. ON EA 11 SIDE ((YPICAL)
EXI5TIN6 WINDOW WEL '
6ASEMENT WINDOW !�
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PROP05ED FOUNDATION PLAN
SCALE: I/4"= 1'_O"
F�CISTING GIRDER LOCATIONS ARE APPROXIMATE
LEGEND �I
� - EXISTING WALL TO REMAIN
� - NEW WALL II
EXISTING FOOTING: 2'-4"xl'-I8"
F�CISTING CRAWL SPACE
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REVIfWcD FO? �31 �� C I�'C kND '';� CODE CO`APLI-
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CO"A�LIAN�E.
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A CERTIFIED AS �UILT IS REQUIRED aui� oir �o; ,�icv,L
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OPTION A: ADD CONCRETE FILI. TO TI1E t10LLOW
CORES AND CNECK IF EXISTIN6 FOOTING CAN
NANDLE Tt-1E LOAD
OPTION B: ADD CONCRETE FII.L TO TI1E 110LLOW
' CORES AND ADD NEW FQOTIN6 UNQER NEW POINT
LOAD IF EXISTINGPOOTING CANT 11ANDLETt1E LOAD
ALIGN INITl1 WINDOW WELL
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ADDITION DCI5TIN6 F10USE � �
PROPOSED ADDIT(ON - FIRST FLOOR PLAN
SCALE: I /4"= I '-0" I
I 0- EXISTING WALL TO REMAIN
� - NEW WALL
Cf1ECKLI�iT WALL REQUIREMENTS
XK,XJ: OF KING � JACK STUDS @ OPENINGS
SE 2K, IJ IF NOT NOTED'OTt1ERWiSE
X PLYWOOD SIIEATIIING EDGE NAILING
I 2 PLYWOOD SI1EATt11NG FI�ELD NAILING
ALA[�M LEGEND
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PROPOSED LEFT SIDE ELEVATION
SCALE: I /4"= I '-O"
WINDOW SChEDULE ���
ID MANUF. UNIT ' TYPE ROUGFi OPENING
Wxl1
Oq ANDERSEN TW2846 TILT-WASFi 2'- I 0 I/8" x 4'- 8 7/8" II
400 SERIES DOUBLE-11UNG
OANDERSEN TW2S42 , TILT-WAS11 2'- I0 I/8" x 4'- 4 7/8"
400 SERIES DOUBLE-11UNG
OANDERSEN A281 AWNING 2'- 8" x 2'- O 5/8"
400 SERIES
OANDERSEN TVV2431 O TILT-WASI1 2'- 6 I/8" x 4'- 0 7/8" �
400 SERIES DOUBLE-f1UNG
NOTES: BUILDINGS Sf1ALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITf1 Ti1E
20 I 5 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) WITFi AMENDMENTS.
CLIMATE ZONE: 5A
FENESTRATION REQUIREMENTS: WINDOW U-FACTOR <_ 0.30
I WINDOW 511GC: NO REQUIREMENT
VENTING CONFIGURATION: SEE ELEVATIONS
... _ ._ _ . ! ' . ...
, I2
i MATCti EXISTING �
I �
' 2x8 CEILING JOISTS @ I 6° O.0
' 11URRICANE CLIPS: SIMPSON 112.5A
' AT EACI1 RAF7ER (TYP.)
ADJUST SOFFIT AS NECESSARY TO ALIGN FASCIAS
PXISTING Tt11RD FLOOR '
_ _ _ _ EXISTING SECOND FLOOR _
3/4" 1
2x I 0
EXISTING FIRST FLOOR
----------- �
ADVANTECIi SUE
5TS @ I 6" O.C.
RIM JOIST: '
INSULATE AND INCLUDE
AIR BARRIER (TYF'ICAL)
TYPICAL FLOOR CONSTRUCTION:
3/4" T�G ADVANTECf-1 SUBFLOOR
2x I O J015T5 @ I 6" 0.�.
R-30 FIBERGLASS INSUTATION
3 i/2" CONCRETE FILLED LALLY
COLUMN ON 30" x 30" x! 2"
CONCRETE FOOTING (TYP.)
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;AL ROOF CONSTRUCTION:
R. ARCFIITECTURAL P5Pt1ALT St11NGLES
5. FELT PAPER
;DX ROOF SHEATt11NG
� RAFTERS @ I 6" O.C.
OPEN CELL SPRAY FOAM INSUTATION
NEW CRAWL SPACE I I�
� I I '-3" � I I '-3"
' 22'-6"
' ADDITION
CROSS SECTION @ ADDITION
,,,.
SCALE: 1/4"= I'-O"
NEW INTERIOR WALIS: 2x4 STUD
NEW EXTERIOR WALLS: 2x6 STUD
- PROVIDE ATTIC ACGESS OPENINGTO ATTIC AREPS
NOT LESS TFiAN 22"X30". 5F1ALL BE LOCATED
IN A f1ALLWAY OR OTNER READILY ACCESBLE LOCATION.
��
f1URRICANE CLIPS:
SIMPSON F12.5A
AT EACt1 RAF(ER (TYP.
— TYF'ICAL EK`ERIOR WALL CONSTRUCTIC
WI-iITE CEDAR SfiINGLES
@ 5" EXPOSURE TO WEATHER
TYVEK OR EQUAL 110USE WRAP
1/2" CDX PLYWOOD St1�AT111NG
2x6 STUDS @ I 6" O.C.
R-21 BATT INSULATION
VAPOR BARRIER
Z' BLUE BOARD
SKIM COAT PLASTER,
SMOOTN FINl5t1
�NEW SECOND FLOOR SUB FLC
TO MATCti EXISTING SECOND
: � �
5/8" ANC{10R BOLTS SPACED 50" O.C.
W/3"x3"x l /4" PIATE. WAS11ER5
u�(
� Z n �
m �O�
J
�
EXP. MATERIAL
2" MUD SIAB
6 MIL MOISTURE BARIZIER
EXISTING 110U5E
NEW FIRST'FLOOR 5UB FLOOR
TO MATCII EXISTING FIRST FLO
EXISTING GRADE
�
�R SUB FLOOR _ _ �
SUB FLOOR _ _ _
fzj�l�i
NEW WALK-IN � BEDROOM #3/EXTENSION
CLOSET
2x6 BLOCKING
I/2" GARRIAGE BOLTS
I 6" O.C. ALTERNATE TOP 4 BOTTOM
3/4" SUB PLOOR
NEW 2x I 0 FLOOR J015TS @ I 6" O.C.
9 I /4'
JOIST t1ANGER
NEW STEEL BEAM
N/8x2 I (FLUSt1)
: I x3 STRAPPING
NEW FAMILY ROOM PERPENDICULAR`TO CEILING JOISTS
�" BLUE BOARD
SKIM COAT PIASTER,
SMOOTH FINISti
��� W8x2 I STEEL BEAM DETAIL
\ � SCAf�: I °= I'-O"
A�DITION
EXISTING 2x4 STUDS
WELD OR BOLT O E STEEL BEAM WITti THE OTIIER —�
NEW SECON FLOOR SUB FLOOR
NEW 2x I O FLOOR JOISTS @ 16" O.C.
Ix3 STRAPPING
PERPENDICULAR T CEILING JOISTS
�" BLUE BOARD "
EXISTING t10U5E
�NEW 2x4 BLOCK
NEW JOIST t1AM
/ EXISTING SECOND FL
EXISTING FLOOR JOISTS
SKIM COAT PLASTER, NEW STEEL BF�,M �- NEW 2x4 BLO+
SMOOTt1 FINISIi � I I
WSx2 I (FLUSti)
� �
NEW STEEL BEAM: I I
W12x14
NEW 4x6 P5L POST BEYOND I I
. /-5. � � . . .
� �
ii
I I
NEW PAMILY ROOM � � EXISTING DINING (
� � i
� � _ I
� � I=
I I N zw
I I � �I�
i i n ���
��
NEW PIRST PLOOR SUB FLOOR � � FIN1511 FLOOR
� W I 2x I 4 STEEL BEAM DETAiL
L-� % SCALE: ! '= I '-O"
.`.�
SUMMARY OF CONSTRUGTION REQUIREMENTS
sr�n�n ��iNG co�i�c�nor� �Qui�r,�Nrs :
�OI.I.OW �C1111�M�NfS OF TH13l.E 2 C�OM N�CM MAM.lAL.
�f.00� CONS'f{�.lCTION �QLII�P/�N75 :
FI�ST iW0 J015T t3AY5 OF �fl� FI.00� ��AMING ��OM E/�f GAf�I,E �Nt7
r�
ro r� r�.ocr�n v�m r.n r�„oaiNG � 2x �ur,�� �-� oN c��� �o�
11� I.�NGTN 0� �CF� J0157. �ATNING TO f� NNI.�t7 IN PGC�ANG�
WhM Ti� Z( Sd Nld1.5, 6" SPALWG AT 11� EnC,�S ANn 12" SPALING IN
TI� �I�CD) ;
�X1�� WALI, �QUI�M�Ni"5 ;
�.� �x�zio� w�,� snros ro r� 2� nr i6° oN c�rrr��. n� na,��
TOP t'lI,A1�5 ON 11� EX1'��IOR WALI,S TO NAV� A MAsQMlJM SPI,IG� I,ENGIN
OF 2���1 ANp St�,IC�S TO f� NAII,EI7 WI1N B-lbd NA1L5 IN ALCO�ANG�
wm-i r�t.�'6 iN � tv�cM iio� 6 aoaa,�r.
�OOF ��AAhING �QUI�hA�NtS ;
7.A�R GONNEC110N 7011� 1�' PI.AT� �QUI�S 51MPSON N2.5A .
I�CANE CLIpS WrM ZX (�.00KING f3CiW��N JOIST 13AY5 t0E NAll.�f7 70
tl� �� AN171"Op �I.Ai� W11N �-I Od NWLS �R 13AY, I� f�OCKING IS
NOt D�51�n. SIAN'S0N N-IOA OR N-I�iA N.�ICAI� GLIPS CAN (�
SL1657hn1i�n ANn INStPLI;�q ON �1��`( �� WtCN01.tf f�I,OCYJNG, HU.
aips ro � iNsrAu> tN �� w�m sir�ssori �n���rs,
COl,l.A� 11�5 Af� �QLII�t7 IN 11� I.R�� tW�(7 0� t1� �00� ��
ANn P� t0 f� NAIl,EI7 WITN ( 5> I Od NAII,S PE� SIG� 0� U5� 51AN'S0N
I.StA 18 5TK'PV'S ��OM �� 1'D �K OV�� tl� �ID� 60A�7,
ROOF 51�ATNING f013E NAII,En LlSING 8d 0� �QUIVPLENf NA11;5 6" ON
CENiER AT iN� Ef7G�5, 6° ON G�NT�� IN TI� �IEI,CI, TI� FI�Sf TWU f3AY5
r�nn�N ��s r� �aui�n ro r� r�oc�n ��r oN c�n� Ar
PLI. GAL�.� �NI'I5 I'�K TI� VvfCM,
UMITA110N5 ANp CONTRALTOR ��'ON51131I.ME5 :
� coNrn.�ro� t�usr ���� ro r� r�.�s n�ro �ir.�s wm�N �
WFCM I10 MI'N EXp05l.F� 6 600KLEt �OK II.I.US1�A110N5 iWf7
�QLII�M�Ni'S nI5CIY5�f7 WITNIN'I1fi5 SI.IMMA�', PLI. GON�CTIONS P�
NfVUNG MLIST M�f 71� �QLU�Ivi�P11"S I��IN ANn AS II.I,USIRAA1�n IN
n� r�oor�.�r iN o� ro r� iN coM�.ifwc� w�� rr� �un,nin� con�.
� co�ro� is �s�or�r�.� -ro �Ns� �. coNr�cnoNs,
NM.ING, AND ANQiO� 601.1'S P� VI51�� 1"011� INS�CTO� AT TIME 11NiE
OF 11� ��AMING INSf'�C710N/ �Ol.�A110N INSI'EG710N, TI�
CONT�P�LTOR MU�I' �FE�N�'fl-� 51Mp50N Si�ONG 1"IE C-201h
CAtPLOG �OR ALI. SfKAP. W+NC�, ANn 11E INSTALI,A110N �C�I.JI�M�N1'S
ANn UMt(A110N5, tFNS f70CU1v1�Nf f+Nn 11� AtTALNtvi�NfS A51N�1.1. AS A
co�r or � w�cM aooa.��r Musr �conu�fwv �i� s�rs a� �,fws
sur�r�rr�n ro ��a�.nin�u r�p�rM�rx fwn iss�r� ro r�
CONTf'Tf.AG'f0�/ 5L�3CON'(RALTOKS Ll�,E551YE f'LANS A� ld'i7AtECI WYM
NOC�S /+NI7 t�1"P,11.51NA1' �FI,�GT'I}� �QUI�fv�Nt"5 51'A1'�17 IN 1'NIS
DOGIN�N1' ANl7 A7TPLN(v�Ni"5.
� � \
61 �AY'f3� p�Y �b ,
W, Y�MOI�'CI-f, MA
AtNC Guide to Wood Construction in Nigh Wrnd Areas: J10 mph lAhnd Zone
l�lassachusetts Checklist for Compliance (780 CI"JIR 5301.2:1.1)
i,i sco�
IMtJ� 5piit7 C 3-SEL. G1151� I IO MPN
lMl� EW'051� CAtEGOKY 6
�,2 r��,ic.w�,m
MlMdE� OF 51"OKIES 2 S70RIE5 5 2 SfORIES
�� r�ra� io:iz s iz;i2
M�AN � IilQtf 23 f� 5 33'
�.n.�r� wrom, w zo � s aa
BI�-t71NG IENGM, l. Z2,5 ft 5 80'
�i.II.f71NGA`�CTKATIOCl/4'D 1.13:1 53:1
NOMINN:i�iICNfOF1'PLLi5T01'�MNG 6=8' S6'8'
13 fRAMit�i CONN�Gil0�d5
��K'/J. COPMI.IMK� 1MiN PRAMING C.ONA�CfI0N5
Z.I FOII�67AtIDN
�OIAlGA110N WPLI.S N�� f�Q. OF 980 CM� 5hOh,l - CONG�
2,Z MJL}10KPL,� 1'0 FOIA�7A110NI,3
y/ e^ nNaioz 6a.rs ina��n o� 5/ s° r�o�ta,�r
N�Q�NICPL ANQ10�5 AS AN AI.TE�IAiIVE IN CONG�tE OPA.Y
D01.T`�t'PLING-G��RN. 50 ho.c,
BOI.f Sf'FLING Ff:OM �W/ .1JINf OF t�.Ai� 9 m. 5 6" - IZ'
BOI.TEMDEI?A�N�-GONQ�tE 7 n.2T'
A
PLATE WA�R ( FIG 5) t 3" X 3" X x"
3;1 PI.00KS
FI.OPn fRAMING IJ�M6EK S'PNS QiLK�l7
MnXIMIlM FI,OOK Of�NING nIM�N510N O ft 5 IZ-F�
�U.I, I�ICNt WPU. 511.t75 AT �I.QOR OPEWNGS
�x rw� 2� ��oM �xn�io� wru
MAX. FI.00K JOIStS�ALKS SIJP('OK'fING
I.ON7 �NG OR SFEPR WALI.S N/ A fL 5 d
MAX. CANT[-EVE�I7JOISTS SLPPC3f?fING
IAf� EEARING OK SFEPfZ WPU.S N/A h 5 d
�I-� f3�'AL1NG Af �t�NPL1.5
�I,� SfiAiMNG 7YPE
�I.00�SI�AiMNG fk9GKNE`h 3/4 n.
�I.00K Sf�A'fIfiNG �ASiENING
8 d�1A�,5 At 6 m, iDli I 12 �,, F�I,t7
4.1 WPU,S
wa.i. �iatr
IAA�ARIt�iWN,LS 8 fk s10'
NON-I.OAt�DEP�NG Wf�LL1.5 8 ft 5 ZO'
wai.i< sna� sr� is m. s za• a,�,
ww.i, sro�r a��s�rs N/ A tL 5 d
4.2 iXt�R10� WAU.53
W0� SripS
IAA�16�i�KING WAU,S 2 z 6= 8 fk O m.
n�-e�nxir� w�.�s 2 x e- a t� o�.
� �r� waa, e�r� - - -
FU.� lill�lf ENI7WPLI. SiU75
GYPSI.IM C�II,ING I.ENGIN 100 '/. 2 0.9W
I X 3 CEp,HJG FI�UG STRII'S e I6" 51'PLll�i W1TN 2 X 4
�:ING @ 4 f�, 57PLING IN iN7 JOISt/'f�,KS DAYS
t701�I:E T01't'I.A1�
s�.� ��m z t�
SpLIGE CONNEG110N <# I bt7 LOMMON NA�.S) 8
X
X
X
x
X
X
x
X
X
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X
x
X
x
X
X
x
N/ A
N/A
x
X
X
X
x
x
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WA
X
x
x
X
X
x
X
IAPt7f��P�NG WW,I. LO�Lil0�J5
I,A1Ek'PL <# I bd COMMON NM,S) 2 X
NON�.OAl7f��/�ING WPLi. COI�C110N5
IAtE�V. C# Ibd COMMON M1WlS) 2 X
�o� e�r� wnu. o�r�n�s -
IiA17�K Sf'P�IS 3 ft O h, s II-fk : x
Stl.l- PI,ATi S'PNS 3 ft O h. 5 II-fk : X
FLLI. f�IC�1f SilVS -- 2 ; X
�N-I.OPd9 C%EMJt�i WPU. 01'�NINC6
FEPI7E� St'ANS 3 fk O m, 512-ft X
5�.� I'I.Aii 51'ANS 3 ft O ln 5 IZ-fk ' X
FLLI. I�IGNf STfJ� <N0, OF Sfl�) 2. x
�XtERIOR WALI. 5HiA1MNG TO k�515T IPL�f MU7 SI�P� 51MI I.tAl�Oi GLY
MIMMUM 6lllI.�ING GItv�N510N ( ND
I�IQ1f OF TALLESf OPiNING 6'8" 5 6'8' ; X
s�nn ar� rn� w� x
EbGE NAR. 51'PLING 3�. X
FIEW NAL 57ALING l2 �. : X
51�AK LONN�GII�J (# I bd/ ftJ 3 X
t'E�NT FILI,-I�IQtf SI�AiMNG q9 '/. ' X
-5/ FOR OP�NINGS > 6'8" X
MAXIMIlM 61�.�ING nIM�N510N ( W
i��lf 0� fN.L�ST Ot'ENINC, 6'8" 5 6'8' : X
�EA1}!NG tYPE IAYP : X
EI7Ci NAn. 51'AQNG 6 h. : X
�I�Lt7 �1A1.5PPLING 12 e�, ; X
SI�EPRCON�CfION<# Ibd/RJ 3 : X
i'��NfFW.-hEIGif51iATNING 93:� X
-5'/, FOR OPE�9NCf > 6'8" X
wa,i: a.nnniNG
�nr�n �o� w�rn s��n� x
� Al'A PO�fPL WPU.S M17/ OIZ NIRJ7 VESICM SFEARNJPLI.5115EI7 ; NO
5.1 KOOFS
KOOF �Rl�AI�, MiMDE� 51'PNS Q�CK�D? ' X
K00� OVEEq4W( I fk 5 SMALI.ER Cf 2-tk OR 6/ 3; X
iq l� OK �1�� CO�CilONS Af IAPt� E�ARING WN.I.S
1'�OpqETA�'Y LON�LtORS
lf'LF1" Ga 253 pIF : X
6AiEKPL 1.- l�b plf ; X
SI�A� S- 7� plf X
�JI7C� 51KAP5 (� COI.CPK'I'�5 t� f I15Et7) f� 178 plf ; X
(ADi.� �/+KE (11ffI.00l.�R I ft s SMIALLE� OF 2-Ft 0� l/ 2; x
1RI155 0� RAFi�R LO�L110P1�i Af NON-I.OA176EAkING WPLI.S :
�ar�ra�rrca�r�cra�
IP1.�1" N/A
6AiERPIC #16d CAMMON W�I.S) W A
ROOF 5! EA7F9NG 1YPE WSP : X
�OOF 5FEA1}9NG iMGYJ�55 �/ I6 n t �/ I6"W51' : X
�oa� s�an�r� ��s�r�nw - ea s� 6 x
NOf�S:
I, 'fM5 CNECq.lSt �MU, 6E N�f M If5 �NTI�fY TO CAM�I,Y WITIi 1FE �CAII�MiN f5 0�
980 GMK 5301,2.1,1 IiEM I. � hE Q�Q9.15T K M�f IN Ii5 ENi I�tY 11�N tl� FOU.OIMNG
r,�r�. srn.nrs n�n �,n nav�s n� tdor �ca�n t�z n� w�crn uo ��n�;
a, 51��1, StiZfJ'S PER FfG#1� 5
6. ZO (PL� SiRAPS PER F� II
c, LO'I,F7"SfIZN'S PER PICU'� 14
d, Pl.l: SiRAPS P� �ICi.� 17
e. COPJ�iK 51ll7 NOI.t7 I70N1�15 �R FI IBA Md7 FIC#;k� 186
2.'fl-i 130ffOM 59,1. PI,AtE M EXi�� WPU.5�1. � A MINIMUM Z IN. NOMII�IAl
n�cwn�ss �ssu� �n�n # 2-c�.
3. s�� a�ca.Kr �r�wau, caNs�cr� a�. �o� s�a�wvi.� co�,s,�,c,ia�,
t 1
THtS REVIEW WAS COMPLETED ON PLANS SUBMITTED BY i'hT,t'IOT DUILD�1:5 RND WJAS BASED ON
PLANS AND ELEVATIONS PROVIDED. ANY CHANGES TO THESE PLANS OR FIELD CHANGHS MADE MAY
REQUIREMENTS OUTLINED IN THIS DOCUMENT NULLAND VOID AND COULD RESULT IN N� N-COMPLIA�
REQUIREMENTS OF THE 1NIND DESIGN.
WITH THE
SHEARWALL PANEL NAILING SCHEDULE
��%3i' PLYW0017 NAII.Eb WITN Sd CAMM�J OR GPLVANIZEn �OX NM,S A7
12 6"O;C. Af hE EPJCiS AM712" O,G. M fl� FEI.17;
��%3i' �I.YWOOp t�1Nl.�n WITN 8d GOMMON 0� GPLVANfZ�D DOX WJI,S At
12 q"O,C, AT'TFi �1.�5 MB7 IZ" b.C. IN hE FI�I.t7,
��%3i' I�.YW0017 P1NI,il7 W1tN 8d GOMMON OK GN.VhN�t7 PAX NA9.5 Af
hN
12 3"O,L. At'fl� C't7C�5 AM7 IZ" O,C, W iFE FIELI7,
NOTE :�0� IiYWOI� 51�hF WPLI.S US7En At3WE. 8d COMMON OK
GPLVMII�t7 � NAH.S - C 0,131 x 2y") , GLAJ WJI.S MATQiING ll� NM.
pIAM�T�� MID L�NC�M MAY [3E IJSED AS A A�ilil ItE,
NOTE :/+�L 1'I-YW0017 TO � q N V��TIU�L ��OM 511.6 N.ATE t0 At
�nsrz�� m�ro� �ca,n �.00� e� oN rwa srazrr�n�saKro
hE DOIfA.� i0f' I'I;A1E IN SINCd.E 5T0��' CiI IPi.t71NG5. IJ:� 2 KOWS OF
wm.s s�a�n 3�� oN c�n�� srr��n nr� rop a,nro �orroM o�
�PLN t�.YW0017 SPE�t I'�K F� 4 IN 11� LNELKI,ISf.
SOLE PLATE CONNECTION SCHEDULE
CONNECTION TO FLOOR RIM BOARD `
WALLTYPE SOLE PLATE CONNECTION TO RIM BOARD
b �Z (3) -16d COMMON NAILS PER 16"
`� 12 (3) -16d COMMON NAILS PER 16"
3 (4) -16d COMMON NAILS PER 16"
IZ
CONNECTION TO CONCRETE FOUNDATION
FOUNDATION SILL PLATE CONNECTION TO CONCRETE �
B^ Din.,wcnoxeocr5 ��o° o.c..
NOTE : �tNGiOR DOLT5 RfFERENG�D ADOV�TO H� g" D/AMeT�R A�01
5TgPL �tNGf01.' 00LT5Wfftf �" xy' x�" PGfirL WA511[R5WlitIT` MlId1MUM
en�enn�n�rmrro conicxer�
SHEARWALL CONSTRUCTION
I-PLI.51�l�NPLI,5f0HA1�DOl�I-ET01'�I-A1�5Mt7 t701I31.�21C5flb5ATEALN
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C 2) 16d NNI.S AT 6" O.C, �OR AT11G/ SECOND FI,OOK SIiA�WPU>S�MdJ <2l I bd
w�.snra° o,c. sr�n�aK F�sr� s�n�v�.�s. ;
KING AND JACK STUD REQUIREMENI
X K; X J#� KING P�M7 JP�LK 51f,�75 At Of'�NINGS, i.1� }iK, IJ IF N01"
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PROJECT ADDRESS:
616AY6��Y �.
W, YA�MOUTN. MA
ENGENEERING
CONSIJITANTS
�stmcm�sl � civll � m�iroomenml
P.O. BOX 1879
UNDERPASS RD UNIT
SREWSTER� MA 02631
(774) 353-2144
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�tyit.
4 �: ��� �
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DATE: � - 71-27-2019 CS'' . O
SCALE: NONE
�T SHEARWALL CONSTRUCTION I STRUCTURAL RIDGE BEAM
'�17 II WFGM PMN�L IIO MRi EXY. 6 f�A71.aAt10N OF WPU.
VING A`.I�GT RA110.17EiERMI� t'E�G�NT FU.I.-f ElCktf SfiA'fIiNG
�MEMfS
V. I'Af�CS SHW.f. 2E MINIMLlM iMCK1�55 OF 9/ I6" ANn f�
7�h5; ,
�HAI.I, B� INSTN.I.ED WI1N 51 ��i1N AXIS PNZPU.iI TO 5il[75,
�oNr�. .�nxs s�w.� oca.� ou�� � e� w�n ro ��u�u.
E STO�Y LONSiRLIC110N, PM�I.S Sf{W.I, BE A'PfALl�f7 f0 BOt"fOM
' T01' MiM6�� 0� 1}� t701161.� TOP t'I.Ai�.
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PROJECTADDRESS:
6113AY6��Y �,
W, YP,�MOLtM, MA
P.O. BOX 1879
44 UNDERPASS RD UNIT 2
BREWSTER, MA 02631
(774) 353-2144
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Joau: tsa2o SHEET
DATE: 71-27-2019 CS � .1
SCALE: NONE
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