HomeMy WebLinkAboutBLD-19-59759 E G 'ONTO AN
99 7 EXIT POT E YV.
—[n] C.CSED CONTOUR
E ] O=DSED SPOT EL
TTI
TJOT HOLE
SLOLE OF 6ROCND
eLCL, J-LPIT POLE
Eq FPE HI
ROME NOT OF SYMOGNO5 WT ANUNA IN RAYUNG
SYSTEM DESIGN
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW. 4 BEDROOMS 0 110 GPD = 440 GPD
USE A 440 GRD DESIGN FLOW
SEPTIC TANK: 440 GPD (2) = 880
USE A 1500 GAL, H-10 SEPTIC TANK
LEACHING
440 GPD (74) = 595 SF REQUIRED
MA
AFPROVED DATE BOARD OF HEALTH
TEST HOLE LOGS
EGLNEER.. CRAIG J. ICR3ARI, SE
8 35
= 595
SF OK
pLn
535
SF X
J4 =
440 GPD
OK
USE
A 17'
X 35'
PIPE AND
STONE LEACHING FIELD
MA
AFPROVED DATE BOARD OF HEALTH
TEST HOLE LOGS
EGLNEER.. CRAIG J. ICR3ARI, SE
013871
SYSTEM
WITNESS: FlMY_VON .HONE RS
pLn
PROFILErMARK
DATE__ 6/28/2018
CORNERS OF
MS
PERU. RATE G 7 MIN/INCE
NS
WELL: MIW 29
CLASS_— SOILS
SIDE SETBACK
�-'�
SLED
MIN,
ELEV.
Q
'V
I CYR 7/4
0" 9 7' 0-
GRADE INSPECTION roRt (sff DETAIL)
9.7'
I
WITHOUT INSPECTION BY BOARD OF HEALTH AND
2% SLOPE
Ls
11 5
Ls
W1-
FILTER FABRIC
\
I
10YR i/2
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
WYR 4/2
of PAPER Gra PRECAST
-_
OP 8 21'
DECADE (1 -GALL ANON
B
OCATO UNDERGROUND OVERHERIFYINGAD
D U
PRIOR TO OF ALL UNDERGROUND k OVERHEAD VPLITfS
PRIOR i0 COMMENCEMENT
B
p H-10
OF WORK,
LS
iERTEC! D B
10VR 6/8
TY)
i
lOYR 5/B
REMOVED BENEATH AND 5' AROUND THE PRO?DSED
26'
7 5.
30"
F➢R L£YELNE 2d
32'
g'
APL. (A Ro Z B.P 7 Me N _ LEVEL
C CRUSHED STORE2 [ u
2MEcti,rv¢
COMPACTION
(2.5%(mPSMIN. (I xBEEF) (--I-x SLOPE)
FOUNDATION— 10 — SEPTIC TANK — 40' D' BOX 7' LEACHING
FACILITY
35.0'
NOTES
1, DATUM IS HAM 88 Tie vETE,~�`
2. MUNICIPAL WATER IS EXISTING / tl 1 T(`
}. MINIMUM PIPE v TCH TO BE 1/9' PER FOOT < fah SAN
_ 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS !
TO BE AASHO H -LQ 1 '�
ri PIPE JOINTS TO BE MADE WATERTIGHT. C
LeW{C 'iH� Y ON
U
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH �x
6 -DEPTH 310 DOE 15000 (TITLE 5) Bay
BELOW INV _ Lrz �o l A
l THIS PLAN Is FOR PROPOSED WORK ONLY AND NOT TO
5 0' 1
ADJUSTED GROUNDWATER EL. 2.1
C
LOTSIZE
SYSTEM
25,000 S.F.
pLn
PROFILErMARK
CORNERS OF
MS
9
NS
WELL: MIW 29
MIN,
SIDE SETBACK
�-'�
LEACHING FIELD W/
I EL
MIN,
REAR SETBACK
(NOT 10 scup
REBAR SET BELOW
I CYR 7/4
sss COVERS To wuHx 6' of Hx GEARS
GRADE INSPECTION roRt (sff DETAIL)
VD EL 121
I
WITHOUT INSPECTION BY BOARD OF HEALTH AND
2% SLOPE
Sound
11 5
W1-
FILTER FABRIC
\
I
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
of PAPER Gra PRECAST
-_
OP 8 21'
DECADE (1 -GALL ANON
OCATO UNDERGROUND OVERHERIFYINGAD
D U
PRIOR TO OF ALL UNDERGROUND k OVERHEAD VPLITfS
PRIOR i0 COMMENCEMENT
9 0-9.5 FINISHED GRADE 4" LOAM & SEED
p H-10
OF WORK,
iERTEC! D B
SCALE1'=2'00'1
TY)
i
REMOVED BENEATH AND 5' AROUND THE PRO?DSED
F➢R L£YELNE 2d
ASSESSORS MAP T7
ARCEL 11
12. FLOOD RESISTANT CONSTRUCTOR REQUIRED TO EL
LOCUS S 'fITHN FE
A FLOOD ZONE AE
EL. 11
12.0. PLOODZONE COMPLIANT FOUNDATION DESIGN BY
AS SHOWN pN COMM
NITY PANEL
P- L1s e
CLEAN F LL
825001 005887 pAlEi
7/16/2014
150 L
ALL ROOF EUROPE TO BE DIRECTED TO GRAVEL DRIP
ED' OR ROOF DBYWEas.
OM
PO —
S-0 LOS
o
8JS
85
,�I/
..n Pee o
g'
APL. (A Ro Z B.P 7 Me N _ LEVEL
C CRUSHED STORE2 [ u
2MEcti,rv¢
COMPACTION
(2.5%(mPSMIN. (I xBEEF) (--I-x SLOPE)
FOUNDATION— 10 — SEPTIC TANK — 40' D' BOX 7' LEACHING
FACILITY
35.0'
NOTES
1, DATUM IS HAM 88 Tie vETE,~�`
2. MUNICIPAL WATER IS EXISTING / tl 1 T(`
}. MINIMUM PIPE v TCH TO BE 1/9' PER FOOT < fah SAN
_ 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS !
TO BE AASHO H -LQ 1 '�
ri PIPE JOINTS TO BE MADE WATERTIGHT. C
LeW{C 'iH� Y ON
U
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH �x
6 -DEPTH 310 DOE 15000 (TITLE 5) Bay
BELOW INV _ Lrz �o l A
l THIS PLAN Is FOR PROPOSED WORK ONLY AND NOT TO
5 0' 1
ADJUSTED GROUNDWATER EL. 2.1
C
LOTSIZE
C
25,000 S.F.
pLn
PURPOSE.
G -W ADJ. DATA:
MS
9
NS
WELL: MIW 29
MIN,
SIDE SETBACK
�-'�
ZONE: A
MIN,
REAR SETBACK
ADJ: 0.4'
I CYR 7/4
9. COMPONENTS NOT TO BE BACKPILLED OR CONCEALED
1EYR 7/4
MAY 2018
120' L J _3' 132' -1.3'
GROUNDWATER ENCOUNTERED AT 96' EL 1,7
DCA' x{18-166 I,
BE USED FOR LOT LINE STAKING OR ANY OFFER
LOTSIZE
.5
25,000 S.F.
pLn
PURPOSE.
150'
MIN,
�i
8. PIPE FOR SEPTIC SYSTEM TO SDH. 90-9' PVQ
MIN,
SIDE SETBACK
�-'�
15'
MIN,
REAR SETBACK
20'
Nantucket
9. COMPONENTS NOT TO BE BACKPILLED OR CONCEALED
257
I
WITHOUT INSPECTION BY BOARD OF HEALTH AND
A�
Sound
PERMISSION OBTAINED FROM BOARD OF HEALTH.
W1-
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
-_
DECADE (1 -GALL ANON
OCATO UNDERGROUND OVERHERIFYINGAD
D U
PRIOR TO OF ALL UNDERGROUND k OVERHEAD VPLITfS
PRIOR i0 COMMENCEMENT
,i
LOCUS MAP
LOCUS
OF WORK,
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
SCALE1'=2'00'1
REMOVED BENEATH AND 5' AROUND THE PRO?DSED
LEACHING FACILITY
ASSESSORS MAP T7
ARCEL 11
12. FLOOD RESISTANT CONSTRUCTOR REQUIRED TO EL
LOCUS S 'fITHN FE
A FLOOD ZONE AE
EL. 11
12.0. PLOODZONE COMPLIANT FOUNDATION DESIGN BY
AS SHOWN pN COMM
NITY PANEL
OTHERS.
825001 005887 pAlEi
7/16/2014
ALL ROOF EUROPE TO BE DIRECTED TO GRAVEL DRIP
ED' OR ROOF DBYWEas.
OM
13.
ZONING DISTRICT: R-25 RESIDENTIAL DISTRICT
MIN,
LOTSIZE
.5
25,000 S.F.
MIN,
LOT FRONTAGE
150'
MIN,
FRCNT SETBACK
30'
MIN,
SIDE SETBACK
15'
MIN,
REAR SETBACK
20'
MAX.
BU.LDING COVERAGE
257
SITZ IS LOCATED WITHIN NHESP PRIORITY HABITAT
Yarmouth
15 BALDWIN LANE
WEST YARI` OUTH, MA
PREPAREDI FOR
PAUL & MARGARET BIONDO
DATE: FEBRUAR`' 8, 2019
REVISED: MARCH 4, 019 (GRADING)
REVISED MARCH 25, 20 9 (WL._, DRIVEWAY)
REVISED: APRIL 9, 201 (WU-, TREELIN-)
Omo,1 21
Ygy °T II S 0fl 505 362 46a1
I0e 5 fit 9620
1,A M G. G 6 E :'� down p_ B
PALORE, IC down Cope ejipgv!!/gw /qC,
NO W 9so�
cry 1 engineers
5 11 ,; lansurveyors
+�< � 939 Maln Svee� Rte 5A)
DATE � A. OJALA P.E., P.L.S. YARM1,OUTHP?OEPA 02575
1S6
!E
7" W�..� E
.5
S O
61 E
IH ) L 9 'SII 'E
OF
15 BALDWIN LANE
WEST YARI` OUTH, MA
PREPAREDI FOR
PAUL & MARGARET BIONDO
DATE: FEBRUAR`' 8, 2019
REVISED: MARCH 4, 019 (GRADING)
REVISED MARCH 25, 20 9 (WL._, DRIVEWAY)
REVISED: APRIL 9, 201 (WU-, TREELIN-)
Omo,1 21
Ygy °T II S 0fl 505 362 46a1
I0e 5 fit 9620
1,A M G. G 6 E :'� down p_ B
PALORE, IC down Cope ejipgv!!/gw /qC,
NO W 9so�
cry 1 engineers
5 11 ,; lansurveyors
+�< � 939 Maln Svee� Rte 5A)
DATE � A. OJALA P.E., P.L.S. YARM1,OUTHP?OEPA 02575
1S6
20'x 14' DECK.
(PT DECKING-)
TW28410 TN25410 U P561611
—w 841
(9)]x19's OR GREATER FOR
±CTUD POCKETI sLIOER HEAVEF.9EAM ]e9
BREAKFA5T AREA
(TILE)
FAMILY ROOM
(CORP,)
e
L`6
FOOD 16 PSL F05T
— ---
FLUSH STEEL)-eEALT AOOVE
-GEES M251)-HAVOA V V
o IAA DEN / 5TUDY
TY425410 TW28410
FOYER
(HRDWD)
3065 2 Lite LO151delite5
F.1 ro
■tI■
FINISH FLOOR AREA 54UARE FT.
t' .MI■■
CAPE COD HOME DE51ON
OL LOVE FDA GNMFHO�E
N/A
N OE leN
me
KITCHEN
(TILE)
1144
2609
.1.■'.1
GARAGE
ALDESIGN
OUT& PAT).
12
20'x 14' DECK.
(PT DECKING-)
TW28410 TN25410 U P561611
—w 841
(9)]x19's OR GREATER FOR
±CTUD POCKETI sLIOER HEAVEF.9EAM ]e9
BREAKFA5T AREA
(TILE)
FAMILY ROOM
(CORP,)
e
L`6
FOOD 16 PSL F05T
— ---
FLUSH STEEL)-eEALT AOOVE
-GEES M251)-HAVOA V V
o IAA DEN / 5TUDY
TY425410 TW28410
FOYER
(HRDWD)
3065 2 Lite LO151delite5
F.1 ro
FOC
FINISH FLOOR AREA 54UARE FT.
ToALA AN M,
a ` toF y,ho6 ` PI
dm en pN Lnmoo /d/ btlder's
p, if d anyM1 dthemW
Fur nx d 106 NI n
dl 6 Id dew e
, 6114' IT mal fy II
d'. e cd d CPC LOT, O g t lm, I,, +rorsonr
cola cion has 6yca
And,"ery�t nas torn mzdein bhe
pe t f h r
eke g M1 n'
Lr t F k n
cell p to vA be so ely
e9pan,iN,there3fter
CAPE COD HOME DE51ON
OL LOVE FDA GNMFHO�E
N/A
N OE leN
me
KITCHEN
(TILE)
1144
2609
H -K-15(
GARAGE
ALDESIGN
OUT& PAT).
12
L___L__�___J
DECK
260
US AM -.1 1AG12M
N/A
DINING ROOM
(HRDIVJD)
TW28410 TW25410
TITLE PAGE NOT TO SCALE
LAUNDRY/
uT z
QJUIO
RILE) D
]060
MUDROOM 2460
/ HALL
mLE)
(2) 2,10, FOR ROOT
BEAM ABOVE - EEAM Rel
A21
5065 - 112 GLA55
\4x6 PSL YOST
NO
SO
III
r
TONS
_ NH
2 CAR GARAGE
ON DEMAND HOT
WAT. HEATER
sTELIBEAM AEOVE-
Vc(8EA 2e2)W1395
IrIl
WAL c EEHE TT ED
WITH T/16'ORA PAN ELS
UNDER I Q" SHEET ROCK
I I I I
AS
m
I
II II I I
I I I I
II I
6 x B F5- LOSE -
,080 All
T011 OF YArdil TH
ANCEREVIEWED RPOP
RSOTHERS AND !D DONOREC0
ANLL ANT FROM THR RE9619ASOGIi0iF'MB
APPLICANTFROM1I1Hc REEr ONSIBILIT/OPASB
COHALIMun—
GATE: Yi -!R /i
FOC
FINISH FLOOR AREA 54UARE FT.
ToALA AN M,
a ` toF y,ho6 ` PI
dm en pN Lnmoo /d/ btlder's
p, if d anyM1 dthemW
Fur nx d 106 NI n
dl 6 Id dew e
, 6114' IT mal fy II
d'. e cd d CPC LOT, O g t lm, I,, +rorsonr
cola cion has 6yca
And,"ery�t nas torn mzdein bhe
pe t f h r
eke g M1 n'
Lr t F k n
cell p to vA be so ely
e9pan,iN,there3fter
CAPE COD HOME DE51ON
OL LOVE FDA GNMFHO�E
N/A
N OE leN
me
ALG5
DEE
1144
2609
H -K-15(
GARAGE
ALDESIGN
OUT& PAT).
12
A'115 ilC RENDERING5
DECK
260
MAC. AREA
N/A
DO NOT SCAT F THE
DRAWINGS
GENERAL NOTES
u mLATEST ASO'ED
Io ooc t D ) DANY
SOLELY OR ON MINDING
NMTrt TM OVE ALE
JOEMENSO
DMENOONG
oA
E,
DONE FLOOD D
STUD ao Mf
49 p
o psi
not '.rev+ rear ov
AC )
WALL� AT
Lm
ET ALL rn A
ENNELEr`A75 F CADE9NLETCCCRF UECAR GEO
> N TD wlNwuo c
0. F Orr o 20' N
El FG 0T
TH-qL�
Gx
6 n Fxrt aysl G .izfB
xq U o
a. o POORs wL5 -
Ari 6
11, CONNECT HOUSE E'
0 ONE
HOPED ALI WILL SOUND
12
PreonDEw o n. vF I u1 .A
PRAOL 0 LN
OUTIN3B
FERAL AM i L CCF Ei
RN N 19UP5 CONI
ESTILL 0 NVAINITUNT
20 O
LE F 0 G A 0 O 09 U WIL
UPA OrA M AFR 1E 9A5
REvu EB- E
OL Aa _SNYPA9511MEU:d BE
LA oval.
L CONCRETEDSSG.4YAW69 ArETCBEn MNIRUM DF
Ius SunmerAbME mea
w9JnENTWAIA vs50psl
GAMS At Or ASA A OI
ARAG, 5I.
=Ma F
FIN c I CON CT 8TOOO pI'
'R STEE, NCJNACL WITH 6NCRE2NeEPRL�SNR=
eWATERope0c6A5EMENTVNLLS535reEeACKFLUNG
. F-nMP56xEF51NCONTRELEiONAVEIa F 5PATAAT
610PS AND ENDS WIN A MINIMUM OF S"BEARINU
I9. vneEM NTsionAYEANACoewORYENIIv9oRva
zmLH ELOrMOU-SES
FwVlDEwsuv�DNBM-EukPAVEVENT5.
m. ALLATTvs MNETNEVERHAP
AREA
FOC
E
FINISH FLOOR AREA 54UARE FT.
FINI5HED 6A5EMENT AREA
N/A
i_ 15T FLOOR AREA
14b5
�— 2ND FLOOR AREA
TOTAL FIN15H FLOOR AREA 5Q. FT.
1144
2609
GARAGE
STb
COVERED PORCH
12
DECK
260
MAC. AREA
N/A
I
PAGE INDEX
1
TITLE PAGE
12
FOUNDATION PLAN
13
1ST FLOOR PLAN & WINDOW SCHEDU�E
4
2ND FL. PLAN & CROSS SECTIONS
5
ROOF PLANE PLAN -3d OVERVIEWS
ALL ELEVATIONS
7
r86
WIND NOTATION PLANS
110 mph WIND ZONE DETAILS
9
116
2
13
114
15
16
17
18
19
P D
20
Name Dale
21
22
TH155TRUCTURE 15 LOCATED IN A 110 mph EXF05URE CATEGORY 13 AREA. M155TRUCTURE SHALL RE
COMPLIANCE WITH THE AMERICAN FORE5T AND PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MAI
TWO FAMILY DWELLINGS. 110 mph EXT05DRE "e" WILL USE THE COMMONWEALTH OF MA55AOHU5ETT51
CHECKLIST PER (980 CMR 53012.1.1 DESIGN CRITERIA). THI5 STRUCTURE A ALSO REQUIRED TO MEET,
(980 CMR TAELLE 5301.2.1.2 WINCRORNE DE6RI5 PROTECTION)
A CERTIFIED AS =17 IS ti>?LIf
BEFORE €r.'I,1_,E?ECIOIiI
W N
N
N
U
Of
W
O
W�
r^w u
V J
4 all
XIII
z!.=i
Q O
0
u
v
W
PillO
FSI
DATE OF
FINAL
ISSUE
1/1/19
2114/19
DATE PRINTED
2/19/2019
LUTSCALE
UNLESS
OTHERWISE
NOTED
Q 114 1'
Dw L'
JE AND W
THE J
JNS OF L
H PAGE #
D�
SLOPE CROULARACPr RAN MA%IMUM SLOPE IS 2 FRED. I SHELF BETWEEN FOOTNGB AT O I DEEPEST ELEVATIONS.f
iC�I_
ALL CLEAN FIRM UNDISTURBED EP PAINTINGS ARE REQUIRED TO MAINTAIN REOUREO DEPTH BELOWCONCRETE
�0
FINISH SPACES
3SAM PSI AT 28 DAYSrFORALLSLAWS IFO NDATQN DESIGN BABEU ON 300 Psj
,PO EM AT 23 FACEE R AGEOTHER CONDITION.
� - 1
MAXIMUM
USE -016 GRACE 0 DEFOR.ED REINFORCING BARS UNLESS NOTED OTHERWISE
CONCRETE EXPALSON ANCHORS SHALL BESII P90N WEDOEALL STUD ANCHORSOR ENGINEER APPROVED EQUAL EPDXYTORE
%
'- _I
91 M1IPECN 5ET"ADHESVE ORAPPROJW EQOAL
_
INFILTRATION.ALLCPENIMGSINTHEEXT.BLDG. ENVELOPE BHN L BE SEALEDAGNNST AIR INFILTRATION THE FOLLO`.MNGAREAB MUST
BE APPLIED.
'JOINTS
"-
AROUND W NDONAND DOOR FMIIES
JOINTS BETWEEN WALL ND DR FINE
'JURTB RETWFEN WALLAND ROU�
JOINTS BETWEEN WALLACE) ROOF
•JOINTS BETWEEN WALLPANELS
___ Ips. ______
d
N
' UTILITY PENETRATIONS THROUGH E%TER ORWN-LDP
/
�f
h
�•
N
IT
BID
mcn SCAM =OR MuIE If DER)
�(FAR Hmm Fa�Ii na aePn oromn,)
%
�
Ill"SEEPAGE
ABEAMIF
BID
O
p
L �r
Y
Ji
U
l VAPOR BARRIER
SHIMS TO LEVBL BEAM
\` 9'MN BEIRNGE'JRFAOE
�J L��jl1
-'L�---
�-
(v/'JA
FOR WOODSEAM
FOJNDATION PULL
Beam Pocket®
REAM POCKET / FOOTING 11F'TAH. — 1" = 1'
F1'.6e -----
E b'�— 9d14 `-_ 11' .. -
/ 9 6 TE �P}�T
F
LIATzRe, ORLROER
12`xar CONCRETE
LEv'ONO TUBES
I
-
PAIR OF #5 REBAR IN FOUNDATION
_
AND BOTTOM
— Iz _ _
_ _
C6�
@TOP /MIDDLE
4616"
T
3 3E 96 b-
�3
z
I S
-
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— - - — IT
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.. _.. -
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v Lam, I.I
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:'I . wFAw oP�
NAL
,,
ISSUE
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0 —1
� L1
1 /�
.;
'o I"
laz-
� I
FTE
1
110
_
ADDGY6 OF%SRBAR 66k
-I
2/14/19
FOOD FROM STEEL BEAM
SO
�-
-- —
—
I�I
DATE PRINTED
mA
m
--
-16
--
/—
_ _ --- `--_
i -16V .'�
-- — — _ 114 741
--
147
'14:14
2115/2019
J
SCALE
FULEDeCONCRETs r EOFPORCH neovE
12-XO, concREre
NG
II, � 66
z
Z
UNLESS
OTHERWISE
NOTED
.
__..
O
Foundation Plans - 1/4" = 1'
MEN
�P
ra
A
1
Z
O
PAGE
#
umeLL.
BEGANTRY,
h�
AeEIM /OFTECTOR 1 FRIEND
TABLE FIRST
PEACRAFNT OF HAD VWGW5AND DEOKLW GERS AND [OFF JOISTS
SAXAHN LUMBERDENNIS A BASED ON THE NATIONAL DESIGN SPECIFICATION LATEST
EDITION LLFREEDOM To NORTHEASTERN LUMBER MANUFACNRERS
TION
NASSi' C SALLS UPI PERMANENTLLNTACT
TSPECIFICALLYE .PFA BETTER SNLWOIDINPERULES, PERMANENT CONTACT
OT
W12x355TEEL BEAM
-
MINIMUM END ANO EDGE DI5TANLE5 AND SPACING BETNEmN ROWS
OBE¢BARRER
AN ACCESSORIES AND ATRUCOM TE FPS SHIFT O\ED EQUAL
U OP NSrRONF iry COMPANY ( B
AND SHOWN ONT THE s i 0laysnuLE
,(U1914"x11
116 EVIL GUT EACH OF STEEL
JMl (qy DETECTOR
No SPACING
TOP ENVA BOITOM EDbE EN05 ROW
_ _ -
c
Ledge, 6 ]I 1519 Hes b
6MP NHU F .MEND ED FOR MEMBER HANGERSLE IN CONTACT
/
-
dl S 3101ncM1es -M1 s -b
-a
N'NH TREATED FURP OR SHALL BE SIMPSON HANGERS OR HTAINEERS
STEEL SHEATHING MAILSSHALLe LFRAMN<NPLS
i
eHJI MEAT DETECTOR
% -�
--- -
E aJ it -c 3/4lncnes ]Ibches M1s-b t9/b neNes-b
.
SUALL BE CONSION NAILS. OR vANIZEDBOXrvAs FRAMING NAILS SHAD
TABLER GAL
�(4)t 314"x11'118"LYE'S GONTNUOUS
-
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PAGE #
GENERAL STRUCTURAL NOTES
1. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE
MASSACHUSETTS STATE BUILDING LODE FOR ONE- AND TWO- FAMILY
DWELLINGS, NINETH EDITION (780 CMR), AND ALL AMENDMENTS, WHICH
A R
IS BASED ON THE 2015 INTERNATIONAL ESIDENTIAL CODE.
Z THE WIND DESIGN CRITERIA FOR THIS BUILDING IS IN ACCORDANCE
WITH AMERICAN FOREST AND PAPER ASSOCIATION (AF4PA), "WOOD FRAME
CONSTRUCTION MANUAL FOR ONE- AND TWO- FAMILY DWELLINGS (WFCM),"
AND THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER
STRUCTURES (ASCE7-10)" THE BASIC WIND SPEED FOR THE DESIGN OF THIS
STRUCTURE IS 140 MILES PER HOUR (ULTIMATE) WITH EXPOSURE CATEGORY
C
I THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE LOCAL
BUILDING OFFICIAL FOR THE STRUCTURAL FRAMING INSPECTION(S). IF
THE BUILDING OFFICIAL REQUIRES THAT THE INSPECTION(S) BE
COMPLETED BY THE ENGINEER OF RECORD, THE CONTRACTOR SHALL
CONTACT THE ENGINEER OF RECORD 72 HOURS PRIOR TO THE TIME WHEN
THE IN5PECTION(5) I5 TO BE PERFORMED. THE CONTRACTOR SHALL INSURE
THAT ALL STRUCTURAL MEMBERS AND CONNECTIONS ARE VISIBLE FOR
INSPECTION. IF DURING THE INSPECTION, ANY PORTION OF THE
STRUCTURE IS DEEMED NOT VISIBLE OR IS INACCESSIBLE FOR
INSPECTION, FINAL APPROVAL OF THE ENTIRE STRUCTURE WILL NOT BE
GIVEN UNTIL THIS CONDITION IS CORRECTED AT THE CONTRACTOR'S
EXPENSE.
4. ALL WOOD CONSTRUCTION CONNECTORS AS SPECIFIED ON THESE
CONSTRUCTION DOCUMENTS TO BE SIMPSON STRONG -TIE IN ACCORDANCE
WITH CATALOG C-2014. IT I5 THE RESPONSIBILITY OF THE CONTRACTOR TO
:. INSTALL ALL CONNECTORS IN ACCORDANCE WITH MANUFACTURER'S
SPECIFICATIONS.
5. ALL ENGINEERED LUMBER PRODUCTS TO BE I -LEVEL TRUS JOIST (OR
EQUAL) INSTALLED IN ACCORDANCE WITH MANUFACTURER'S
SPECIFICATIONS.
ROOF FRAMING CONNECTIONS
1. ATTACH OPPOSING RAFTERS AT THE RIDGE OVER THE TOP OF THE RIDGE
WITH (1) LSTA 18 TENSION STRAP AT 16" O.C. STRAP TO BE INSTALLED OVER
ROOF SHEATHING INTO RAFTERS W/ 10d COMMON NAILS TO RAFTERS.
2, ATTACH THE END OF EACH RAFTER/TRUSS TO THE DOUBLE TOP PLATE OF
THE EXTERIOR WALL WITH 0) HZ.5A CONNECTOR. CONNECTOR TO BE
APPLIED DIRECTLY TO 2X TOP PLATES ON OUTSIDE FACE OF WALL.
ALTERNATE: USE (1) H2A FROM EVERY RAFTER TO WALL STUD BELOW. TSP
CONNECTOR PER NOTE T1 "WALL FRAMING UPLIFT CONNECTIONS", IS NOT
REQUIRED WHEN USING (1) H2A AT EVERY RAFTER.
3. BLOCKING TO BE PROVIDED ABOVE THE DOUBLE TOP PLATE OF THE
EXTERIOR WALL AT THE ROOF WITH ROOF SHEATHING NAILED TO THE
BLOCKING AT 6" O.C. PROVIDE 'V' NOTCH IN BLOCKING TO PROVIDE
ADEQUATE VENTILATION AS REQUIRED. BLOCKING TO BE ATTACHED
DIRECTLY TO DOUBLE TOP PLATE OF THE EXTERIOR WALL W/ (1) RBC
CONNECTOR.
FLOOR FRAMING CONNECTIONS
1. PROVIDE (2)1%4" WIDE LVLS UNDER INTERIOR SHEARWALLS WHEN
PARALLEL TO THE FLOOR FRAMING DIRECTION. IF C516 COIL STRAPS ARE
SPECIFIED AS HOLDDOWNS AT THE END OF THE SHEARWALL, WRAP THE
STRAP(S) AROUND THE (2) 134" WIDE LVLS AS SPECIFIED, WRAPPING THE
STRAPS AROUND THE LVLS. IF HOLDOWN AT END OF SHEARWALL I5 A HDU
TYPE, SUBSTITUTE (2) 13/" WIDE LVLS WITH 3'/i WIDE PARALLAM (MIN). SEE
DETAILB. ALL BEAMS HERE UNLESS OTHERWISE SHOWN ON PLANS.
2, PROVIDE 3 1/2" WIDE PARALLAM PSL BLOCKING OR (2) 1)'4" WIDE LVL
BLOCKING UNDER INTERIOR SHEARWALLS WHEN JOISTS BELOW ARE
PERPENDICULAR TO SHEARWALL. PAD WEB OF TJI JOISTS AS NECESSARY.
3. ATTACH THE DOUBLE TOP PLATE OF THE EACH EXTERIOR WALL TO THE
RIM BOARD OF THE FLOOR ABOVE WITH (1) LTP5 CONNECTOR AT 24" O C. OR
W/ (2)10d TOE NAILS PER 12".
B ONDO RES DE
15 BALDWIN LN.
W. YARMOUTH, MA
GENERAL STRUCTURAL NOTE
WALL FRAMING CONNECTIONS
1. ATTACH EXTERIOR WALL STUDS TO THE DOUBLE TOP PLATE AT THE ROOF
WITH (1) TSP CONNECTOR AT 32" O.C. PROVIDE (9) 10d x 1!Q NAILS TO THE
PPA CONNECTOR TO BE
STUD AND RE fTL NAILS TO THE DOUBLE TO LTE. ,
APPLIED DIRECTLY TO 2x FRAMING.
NOTE: NOT REQUIRED WHEN USING H2A CONNECTOR CTOR PER NOTE ONane
2. EXTERIOR WALL STUDS OF UPPER FLOORS TO BE ATTACHED TO STUDS ON
1
THE FLOOR BELOW ACROSS THE RIM BOARD WITH ( ) CS16 COIL STRAP AND
(7) lOd NAILS AT EACH END OF STRAP, W/ A STRAP CUT LENGTH OF 18" •THE
CLEAR SPAN ACROSS RIM BOARD. STRAPS TO BE SPACED AT 32" O.C. (EVERY
OTHER STUD). STRAP IS NOT REQUIRED AT SHEARWALL HOLDDOWN
LOCATIONS. CS16 COIL STRAPS MAY BE APPLIED OVER PLYWOOD SHEATHING.
3. EXTERIOR WALL STUDS THAT ARE ABOVE BEAMS IN THE FLOOR FRAMING
SHALL BE ATTACHED TO THE BEAM WITH (1) LT512 TWIST STRAP AT 16" O.C.
(CUT SMALL SLOT IN FLOOR SHEATHING FOR STRAP) . STRAP IS APPLIED
DIRECTLY TO 2x FRAMING.
4. ATTACH FIRST FLOOR STUD TO RIM BOARD WITH (1)CS16 STRAP AT 32" O.C.
PROVIDE (6) 10d NAILS TO STUD AND (6) 10d NAILS TO RIM BOARD. ATTACH
RIM BOARD TO FOUNDATION SILL PLATE WITH (1) DSP CLIP AT 32" O.C.
5. CONNECTIONS FOR WALL OPENING ELEMENTS (REFER TO DETAIL q1)
HEADER SIZE HEADER TO JACK STUD JACK STUD TO SOLE PLATE
L= V 0" TO 4'-0" (1) LSTA 9 (1) SP4
L= 4'-1" TO 6'-0" (2) LSTA 9 (2) SP4'
L= 6'-l" TO 8' 0' (2) LSTA 12 (2) SP4
L= 8'-1" TO SO' -0" (2) LSTA 15 (2) SPH6
*ALTERNATE : THE CONNECTOR SHOWN FOR THE JACK STUD TO SOLE PLATE
CAN BE SUBSTITUTED WITH THE SAME CONNECTOR SHOWN FOR THE JACK
STUD TO HEADER. ATTACH CONNECTOR WITH HALF OF THE REQUIRED
NAILS TO THE JACK STUD AND HALF OF THE REQUIRED NAILS TO THE
FOUNDATION RIMBOARD. CONNECTOR TO BE ATTACHED DIRECTLY TO 2x
FRAMING AND RIMBOARD. ALTERNATE CAN NOT BE USED WHEN SOLE PLATE
I5 ATTACHED DIRECTLY TO FOUNDATION STEM WALL OR CONCRETE SLAB.
Ila
L HEADERS 4'-1" AND LARGER REQUIRE (2) JACK STUDS AT EACH END OF THE
HEADER (EXCEPT HERE NOTED).
2, PROVIDE (1) SSP FROM EACH KING STUD TO DOUBLE TOP PLATE OF THE
WALL, WITH (3) 10d NAILS TO DOUBLE TOP PLATE AND (4)-10d NAILS TO KING
STUD. FOR SECOND FLOOR (OR ANY LEVEL WITH TIMBER FRAMED WALLS
BELOW) HEADERS, PROVIDE (1) CS 16 FROM EACH KING STUD ACROSS THE
RIM BOARD TO A STUD IN THE WALL BELOW. FOR C516 STRAP SIZE REFER
TO NOTE 112" ABOVE. FOR LOWEST LEVEL HEADERS PROVIDE (1) SSP
CONNECTOR FROM EACH KING STUD TO THE SILL PLATE.
3. KING STUD TO RIMBOARD CONNECTION SPECIFIED IN NOTED' AND
ABOVE IS NOT REQUIRED WHERE A 5HEARWALL HOLDOWN IS ADJACENT TO
THE OPENING.
SHEARWALL SCHEDULE
WALL TYPE S
`� 153z'PLYWOOD -(EDGES BLOCKED) I
,z\ 8d COMMON OR GALVANIZED BOX NAILS @ 6' O.G. EbGES
AND 12" O.L. FIELD.
^ 15%" PLYWOOD - (EDGES BLOCKED)
/2
2 ed COMMON OR GALVANIZED BOX NAILS @ 3" O.C. EDGES
AND 12" O.C. FIELD.
` "'/jf PLYWOOD -(EDGES BLOCKED)
1/3\ 8d COMMON OR GALVANIZED BOX NA LS @ 2" O.C. EDGES
AND 12" O.C. FIELD. FRAMING AT ADJOINING PANEL EDGES
SHALL BE 3" NOMINAL OR WIDER AND NAILS SHALL BE
STAGGERED.
NOTE: FOR PLYWOOD SHEAR WALL TYPE 1, 2, AND 3 LISTED
ABOVE, 8d COMMON OR GALVANIZED BOX NAILS = (0.131 x 2 4i').
GUN NAILS MATCHING THE NAIL DIAMETER AND LENGTH MAY BE
USED AS A SUBSTITUTE.
SOLE PLATE CONNECTION SCHEDULE
CONNECTION TO FLOOR RIM BOARD
WALL TYPE SOLE PLATE CONNECTION TO RIM BOARI
CONNECTION TO CONCRETE FOUNDATION
FOUNDATION SILL PLATE CONNECTION TO CONCRETE
5'8" diG. ANCHOR BOLTS AT 32" o c
NOTE: ANCHOR BOLTS REFERENCED ABOVE TO BE %" DIAMETER A307
STEEL ANCHOR BOLTS WITH 3"x 3"x '/4' PLATEWASHER WITH 7"
MINIMUM EMBEDMENT INTO CONCRETE.
ALTERNATE: TITEN HD BOLTS WITH 3"x 3'k %4" PLATEWASHER
SHEARWALL CONSTRUCTION
1. ALL SHEARWALLS TO HAVE DOUBLE TOP PLATES AND DOUBLE 2X STUDS AT
EACH END OF THE WALL.
2. FACE NAIL DOUBLE TOP PLATES W/ 16d NAILS AT 16" O.C. USE (12) - 16d
NAILS AT EACH SIDE OF LAP SPLICES IN TOP PLATES. SPLICE LENGTH TO BE
A MINIMUM OF 4'-0" LONG.
3. NAILING FOR PERFORATED SHEARWALLS TO BE CONTINUED ABOVE AND
BELOW ALL OPENINGS IN SHEARWALL.
4. ATTACH DOUBLE 2X STUDS AND BUILT-UP CORNER STUDS AT SHEARWALL
ENDS WITH (2) 16d NAILS AT 4" O.C. i
5. REFER TO HOLDDOWN SCHEDULE FOR TIE DOWNS AT SHEARWALL ENDS
SHEARWALL HOLDOWN SCHE
STRAP HOLDOWNS
(1) - LS 16 COIL STRAP W/ (26) 10d (0.148" x 3" LONG) NAILS WHEN STRAP
IS APPLIED OVER PLYWOOD SHEATHING. SAME NUMBER OF 8d (0.131 x 2
iz? LONG) NAILS MAY BE USED WHEN APPLIED DIRECTLY TO 2x FRAMING
APPLY HALF THE NUMBER OF NAILS (13) TO EACH END OF STRAP *.
(2) - C5 16 COIL STRAPS W/ (26) 10d (0.148" x 3" LONG) NAILS WHEN
f 2J STRAP I5 APPLIED OVER PLYWOOD SHEATHING. SAME NUMBER OF 8d
V
(o 131 x 2 12' LONG) NAILS MAY BE USED WHEN APPLIED DIRECTLY TO 2X
FRAMING. APPLY HALF THE NUMBER OF NAILS (13) TO EACH END OF
STRAPS. APPLY EACH STRAP TO INDIVIDUAL STUD (UNLESS STRAPS ARE
APPLIED TO 4x OR LARGER POST) *.
(3) - CS 16 COIL STRAPS W/ (26) 10d (0.148" x 3" LONG) NAILS WHEN
STRAP IS APPLIED OVER PLYWOOD SHEATHING. SAME NUMBER OF 8d
(0.131 x 2!z" LONG) NAILS MAY BE USED WHEN APPLIED DIRECTLY TO 2X
FRAMING. APPLY HALF THE NUMBER OF NAILS (13) TO EACH END OF
STRAPS. APPLY EACH STRAP TO INDIVIDUAL STUD (UNLESS STRAPS ARE
APPLIED TO 6x OR LARGER POST)
FOUNDATION & HDU HOLDOWNS
HDU5-SD525 W/ SST824 ANCHOR BOLT"*. ATTACH HDU TO 3" (MIN) i
2X OR GREATER FRAMING MATERIAL AND %" THREADED ROD. CONNEI
THREADED ROD TO ANCHOR BOLT WITH CNW?q COUPLER NUT.
HDUB-SD525 W/ SSTB28 ANCHOR BOLT"*, ATTACH HDV TO %i' (MIP
OF 2X OR GREATER FRAMING MATERIAL AND 7/s" THREADED ROD.
CONNECT THREADED ROD TO ANCHOR BOLT WITH CNW7is COUPLER Ni
HDUl1-SD52.5 W/ SB1x30 ANCHOR BOLT"*, ATTACH HDU TO 51/52" (MIP
OF 2X OR GREATER FRAMING MATERIAL AND 1" THREADED ROD.
CONNECT THREADED ROD TO ANCHOR BOLT WITH CNWl COUPLER NU
STHDI4RJ HOLDOWN STRAP** FOR APA PORTAL WALLS. 5EE TT -100F
FROM THE ENGINEERED WOOD ASSOCIATION. ATTACH TO
FOUNDATION FORMWORK WITH APPLICABLE ANCHORMATE PRIOR TI
CONCRETE POUR.
ALL HDU HOLDOWN ANCHOR BOLTS TO BE ATTACHED TO FORMWORK
LEGEND
�IA
SHEARWALL TYPE
SHEARWALL HOLDDOWN TYPE
0 SHEARWALL HOLDDOWN
---5HEARWALL p
LP PERFORATE SHEARWALL. CONTINUE PLYWOOD ABOVE AND BELOW
/ OPENING WITH NAILING ACCORDING TO SPECIFIED 5HEARWALL TYF
# OF KING AND JACK STUDS AT OPENINGS
(3) - 16d COMMON WIRE NAILS PER 16"
(4) - 16d COMMON WIRE NAILS PER 16"
3 z )
(3) - S WOOD SCREWS
W
PER 6"x
CONNECTION TO CONCRETE FOUNDATION
FOUNDATION SILL PLATE CONNECTION TO CONCRETE
5'8" diG. ANCHOR BOLTS AT 32" o c
NOTE: ANCHOR BOLTS REFERENCED ABOVE TO BE %" DIAMETER A307
STEEL ANCHOR BOLTS WITH 3"x 3"x '/4' PLATEWASHER WITH 7"
MINIMUM EMBEDMENT INTO CONCRETE.
ALTERNATE: TITEN HD BOLTS WITH 3"x 3'k %4" PLATEWASHER
SHEARWALL CONSTRUCTION
1. ALL SHEARWALLS TO HAVE DOUBLE TOP PLATES AND DOUBLE 2X STUDS AT
EACH END OF THE WALL.
2. FACE NAIL DOUBLE TOP PLATES W/ 16d NAILS AT 16" O.C. USE (12) - 16d
NAILS AT EACH SIDE OF LAP SPLICES IN TOP PLATES. SPLICE LENGTH TO BE
A MINIMUM OF 4'-0" LONG.
3. NAILING FOR PERFORATED SHEARWALLS TO BE CONTINUED ABOVE AND
BELOW ALL OPENINGS IN SHEARWALL.
4. ATTACH DOUBLE 2X STUDS AND BUILT-UP CORNER STUDS AT SHEARWALL
ENDS WITH (2) 16d NAILS AT 4" O.C. i
5. REFER TO HOLDDOWN SCHEDULE FOR TIE DOWNS AT SHEARWALL ENDS
SHEARWALL HOLDOWN SCHE
STRAP HOLDOWNS
(1) - LS 16 COIL STRAP W/ (26) 10d (0.148" x 3" LONG) NAILS WHEN STRAP
IS APPLIED OVER PLYWOOD SHEATHING. SAME NUMBER OF 8d (0.131 x 2
iz? LONG) NAILS MAY BE USED WHEN APPLIED DIRECTLY TO 2x FRAMING
APPLY HALF THE NUMBER OF NAILS (13) TO EACH END OF STRAP *.
(2) - C5 16 COIL STRAPS W/ (26) 10d (0.148" x 3" LONG) NAILS WHEN
f 2J STRAP I5 APPLIED OVER PLYWOOD SHEATHING. SAME NUMBER OF 8d
V
(o 131 x 2 12' LONG) NAILS MAY BE USED WHEN APPLIED DIRECTLY TO 2X
FRAMING. APPLY HALF THE NUMBER OF NAILS (13) TO EACH END OF
STRAPS. APPLY EACH STRAP TO INDIVIDUAL STUD (UNLESS STRAPS ARE
APPLIED TO 4x OR LARGER POST) *.
(3) - CS 16 COIL STRAPS W/ (26) 10d (0.148" x 3" LONG) NAILS WHEN
STRAP IS APPLIED OVER PLYWOOD SHEATHING. SAME NUMBER OF 8d
(0.131 x 2!z" LONG) NAILS MAY BE USED WHEN APPLIED DIRECTLY TO 2X
FRAMING. APPLY HALF THE NUMBER OF NAILS (13) TO EACH END OF
STRAPS. APPLY EACH STRAP TO INDIVIDUAL STUD (UNLESS STRAPS ARE
APPLIED TO 6x OR LARGER POST)
FOUNDATION & HDU HOLDOWNS
HDU5-SD525 W/ SST824 ANCHOR BOLT"*. ATTACH HDU TO 3" (MIN) i
2X OR GREATER FRAMING MATERIAL AND %" THREADED ROD. CONNEI
THREADED ROD TO ANCHOR BOLT WITH CNW?q COUPLER NUT.
HDUB-SD525 W/ SSTB28 ANCHOR BOLT"*, ATTACH HDV TO %i' (MIP
OF 2X OR GREATER FRAMING MATERIAL AND 7/s" THREADED ROD.
CONNECT THREADED ROD TO ANCHOR BOLT WITH CNW7is COUPLER Ni
HDUl1-SD52.5 W/ SB1x30 ANCHOR BOLT"*, ATTACH HDU TO 51/52" (MIP
OF 2X OR GREATER FRAMING MATERIAL AND 1" THREADED ROD.
CONNECT THREADED ROD TO ANCHOR BOLT WITH CNWl COUPLER NU
STHDI4RJ HOLDOWN STRAP** FOR APA PORTAL WALLS. 5EE TT -100F
FROM THE ENGINEERED WOOD ASSOCIATION. ATTACH TO
FOUNDATION FORMWORK WITH APPLICABLE ANCHORMATE PRIOR TI
CONCRETE POUR.
ALL HDU HOLDOWN ANCHOR BOLTS TO BE ATTACHED TO FORMWORK
LEGEND
�IA
SHEARWALL TYPE
SHEARWALL HOLDDOWN TYPE
0 SHEARWALL HOLDDOWN
---5HEARWALL p
LP PERFORATE SHEARWALL. CONTINUE PLYWOOD ABOVE AND BELOW
/ OPENING WITH NAILING ACCORDING TO SPECIFIED 5HEARWALL TYF
# OF KING AND JACK STUDS AT OPENINGS
PROJECT ADDRESS:
15 BALDWIN LN.
W. YARMOUTH, MA
P.O. BOX 1879
44 UNDERPASS RD UNIT
BREWSTER, MA 02631
(774) 353-2144
JOB#: 19-007 SHEET
DATE:02-OS-2019 G � .
SCALE: NONE
W
W
z
w
w
O
ui
U
cr
a
O
a
o
••
z
P4
H
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W
W
00
xa
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a
NO.
REVISION/ISSUE
DATE
PROJECT ADDRESS:
15 BALDWIN LN.
W. YARMOUTH, MA
P.O. BOX 1879
44 UNDERPASS RD UNIT
BREWSTER, MA 02631
(774) 353-2144
JOB#: 19-007 SHEET
DATE:02-OS-2019 G � .
SCALE: NONE
x l r P � NI9 r„Nc 5ruzz
(# P' 1�7 F L MN)
(C5/G IVDT
F 1) JI(r'Tlr- CAf PC NJ J PC r b 5N)
.1
�. 1 1 1 II / nol boww
V
CPC`x t LAV>
-
Cl�bSU a
qf 0141 a T
Ti
T57,� >J(�,DONRJh. J170,�
SECTION VIEW
MODEL#
DIA7T:"
G1 .
U)
SCALE: NO
BED...MIN. REBAR LENGTH
SSTB16
5/8
g 50"
SSTB20
5/8
_
1688 58"
SST824
5/8
206e 66"
SSTB28
SSTB34
L SB1x30
7/82
7/828/e'82"
I
247/' 74"
_ 241,- -_-_ 96"
NOTE: #4 REBAR TO BE CENTERED ON HOLDOWN AND LOCATED
3' TO 5" DOWN FROM TOP OF FOUNDATION WALL PER SIMPSON
MANUFACTURER'S SPECIFICATIONS.
4
�LV_ illL +A PfbP{
OO /+O PC4 'AV '1U/
�'OPU 0I` A L✓n! K'
�Fr)Gf ITLTA\KIT
+ FOP ZYQWA;L
�cmlo�ds ,.15 OP -X/ Iv<u
-
MIN. REBAR LENGTH --
1'\ HOLD DOWN AT WINDOW OR DOOR OPENING
HD/ -- - - -
h7UDS MODEL# DIA MIN EMBED MIN REBARLENGTH
7 =x or 1 Wim) SSTB16 5/8 12% _ 50"
D _
SSTB20 5/8 j —16 $ra 58"
�
SST624 5/ 20 ie 66' -
CAP11 Orrp SSTB28 718 247e" 74
SSTB34 7/8 28 e' 82'
SBlx30 1 1 24 96'
NOTE : #4 REBAR TO BE CENTERED ON HOLDOWN AND LOCATED
PDrDAOJAl
3'TOS'DOW FROM TOP MANUFACTURE'SSPECTIOATION PER SIMPSON
MANUFACTURER S SPECIFICATIONSMIN REBAR
m
AiT G
OE DJC-7 '9 f10l T)UWV/NC;hO. -Al
(VI I' 65M a
SECTION VIEW
7 4WA
;770, DR, 7111,VALI- -
_ 57 Jl DOWO F JGi70P.
C� + T!,�APR01'✓O JT OP
CVO�WfC 10i\1
)r FVC,"OP UITo JNAf IN
z
x
HOLD DOWN AT INTERIOR BUILDING CORNER
i JOF e 1PAT N1/N6
F.nr rf AT -VVIi 14Tj(4-'Lt V)
k Gtt/itC,TUI P_i'a. J � l'A -.
P
UINyEN rOrf ,INCA P/ �.TA N6> � �
OJui. Lf JX r+r r'LfirC ��
Cir 5�C1✓V OV PUrA9)
SECTION VIEW
7x £ _OGiJN6 J TWr FN A r'7 ' K5 --1
CNC7 CI rON%Gi 11✓7/.1N lFntO �rKf-D)-XOOF5r7 ArYIlN6
r= r r f n F0 A c ec7UPAU
j 00Or PAI7ck°
/ ,--r,c r'c-Aiv
/ r z VNLlN6
J
JU,PL ZAi Jr Ci
/
f`VTI10p70
\ O%17A/�0L75, IIT TIN, 6)
ZXfD7 05 NOTE NOT REQUIRED IF H2A
I IS USED AT VERY RAFTER
---111,15,1
cNN57AL1 PIOORTO bI-0CVN5 ELEVATION VIEW
AND PLYWOOD Sdi=ArY1/N6I
ALTERNATE: H2A
RAFTER TO TOP PLATE
?U.L_T ur COF!t P`�'U17
CPf=P. O T Ai -
�HI
DT
I
"41 i 1 DIJ P'0L1T(70
CA r_uLDrVVhr5N) CN FP-:I,I
(s t CP Pl A J5J �
7rrrAC IDPH
MODEL # I DIA 7 MIN. EMBED MIN REBAR LENGTH
SSTB16 5/8 125e' 50'
S 3TB20 5/8 168r 58'
s
SST624 5/8 208ia 66
SSTB28 1 7/8 24 '/874
SSTB34 W8 _..H7,8 _ _ 82"
SB1x30 1 24 _ 96"
NOTE: #4 REBAR TO BE CENTERED ON HOLDOWN AND LOCATED
3 TO 5" DOWN FROM TOP OF FOUNDATION WALL PER SIMPSON
MANUFACTURER'S SPECIFICATIONS.
s,q IIIt A Ac+ ,, _ _
�i� _ �- - r'Cf >> A.W. AliCN70P
R
I I/ S L. AV0)'O l)IP+OCTA N
n TO o" �� ° SKr JAk 0 GCf7vi K r i JJ 'DC
T z
I w
/ ri, Jl✓Gil flL E7 J
Pv Y,rc00.1 �Li
CP Pis ='V) n � P r'OI FCA/vI, AAi„l1JP � C'�5' J! /Y;'-LhSA_:
MIN. REBAR \ 775 FOV V.7X6WN-L
� T NIiA
SECTION VIEW PLAN VIEW
FHOilD DOWN AT EXTERIOR BUILDING CORNER
i
�
kCJOP _ � fli I7/N6 - ,
7DU A LJ714f�- 1I
C!-trrLAW � IC,IOr I -V T 1
CL/LTi I�
—__ —�
----
PA �� T
� az�or� NOU � Z� -V _
(7 PI"�M) rV,�f ri 1 r
E�,Ji=r A , a TPLr 'l
PL�LWA _+1/JT
>ER ��
ALTERNATE
ATTACH OPPOSING RAFTERS BELOW
*NOTE RIDGE BEAM OR RIDGE BOARD WITH
DRILL HOLE FOR THREADED ROD 2 x4 COLLAR TIEAS SHOWN. RIDGE
THROUGH PARALLAM AND ATTACH W/ STRAPS NOT REQUIRED WHEN
NUT AND 3"x 3"x'4" PLATE WASHER USING A COLLAR TIE.
INTERIOR HOLD DOWN INTO
BEAM IN FLOOR FRAMING
2X4 WALL
6" O.C. 4” O.C.
J
+ +
+
ELEVATION VIEW
STRUCTURAL RIDGE
n � iJ 701h T.'
PLAN VIEW
2X6 WALL
6" O.C. 4" O.C.
rl+_�
+ +I
ELEVATION. VIEW
NOTES NOTES
1. ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH (2) ROWS 1. ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH (2) R
OF 16d (0.162"x 3.5") NAILS AT 6" O.C. FOR 2ND STORY SHEARWALLS. OF 16d (0.162"x 3.5") NAILS AT 6" O.C. FOR 2ND STORY SHEARW
2. ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH (2) ROWS 2. ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH (2) R
OF 16d (0.162"x 3.5") NAILS AT 4" O.C. STAGGERED FOR 1 ST STORY OF 16d (0.162"x 3.5") NAILS AT 4" O.C. STAGGERED FOR 1 ST ST
SHEARWALLS. SHEARWALLS.
JF BUILT-UP CORNER AT END OF SHEARWALL
rEmmi
SHEET
G1 .
U)
SCALE: NO
U
w
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Q
W
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cr
I--/
0
H
Z
r�
go
U
w
H
0
V1
P4
NO.
REVIISION/ISSUE
DATE
PROJECT ADDRESS:
15 BALDWIN LN.
W. YARMOUTH, MA
21f/=FF.1 �<v
)NSU T/\I TS
P.O. BOX 1879
44 UNDERPASS RD UNIT 2
BREWSTER, MA 02631
(774) 353-2144
JOB#: 19-007
SHEET
G1 .
DATE:02-05-2019
SCALE: NO
1DOUBLE. RIMBOARD TOP PLATE L
(2) 2 x12 HEADER ORAb,SPECIFIED
(TYPICAL, REFER TO PLAN FOR SPECIFIC HEADER REQUIREMENTS)
T LSTA24 STRAP (INSIDE F E OF WALL) !
HEADER TO (2) 2x6
14 4
4 4\ ----- FASTEN TOP PLATE TO HEADER WITH
(2) ROWS OF 16d SINKER NAILS AT 3" O.C.
-- FASTEN SHEATHING TO HEADER WITH 8d COMMON
OR GALVANIZED BOX NAILS IN 3" GRID PATTERN AS 'F
SHOWN AND 3" O.C. IN ALL FRAMING (STUDS,
BLOCKING AND SILLS) TYP. F _ —;-
``' FOR A PANEL SPLICE (IF
NEEDED), PANEL EDGES
17/32' STRUCTURAL SHALL BE BLOCKED, AND
PANEL SHEATHING OCCUR WITHIN 24" OF
MID- HEIGHT OF WALL.
BLOCKING SHALL BE
MIN. 26Ix211x3/6" NAILED WITH
PLATE WASHER (3) 16d SINKERS
SHEATHING
FILLER
(IF REQUIRED)
L5TA24 STRAP
(INSIDE FACE
OF WALL)
HEADER TO
(2)-2x6
2x6
FRAMING
STHD14 HOLDOWN
'1 L STHDI4 HOLDOWN
%e' DIA. ANCHOR BOLT v a
(7" MIN. EMBEDMENT)
SIDE ELEVATION
'z •_ APA PORTAL WALL
\,PW/ (NOT TO SCALE, FOR EXAMPLE ONLY! SUBSERVIATE TO TT -100F)
• •
HEADER SIZE
OPTION #2
U
(C)�
i�
W
a
(1)LSTA9
(1)SP4
(1)SSP
PER KING_
(B'
(NOT TO SCALE, FOR
L= 1'-0"TO4'-0"
ONLY!)
Lu
(2)SP4
(1)SSE
(1)CS 16-(6)8d NAILS
STRUCTURAL
PLYWOOD
NGTO
L= 41 TO TI (2)LSTA9
Q
PER
EACH END OF RAP
TCHELSHEATHWHE
MATCH ELSWHERE.
W
(1) SSP
PER
SOTE'lTUD '
NAIL DOUBLE ROW
L 6 1' TO e'-0"
(2) LSTA 121
(2) SP4
PER KIN
SPG
(SEENKING
OF 8tl NAILS
AILS
(EACH
PLYWOOD
SHEATHING TO
L-4-1 T06'-0"
(2)-cS 19
(S)ND
LTERNATE
T M O
TOPANDI BOTTOM OF
A
EACHENDS
—J
L 8 1 TO 10'-0"
(2) LSTA 15
(2) SPHfi
PERKING
SEE NOTE 6
PANEL INTO DOUBLE
SEE NOTE
(1) SSP
PER EACH KING STUD'
NAIL DOUBLE ROW
TOP PLATE AND
L- 10 1-1 161-011 16'-0"
(2) ST2122
(2) SPH6
(1) SSP
OF 8d NAILS AT 3"ac.
HEADER
EDfl ACH N
PERKING
ALTERNATE
BOTTOM OF
-NOTES
1. HEADERS 4'-1" AND LARGER REQUIRE (2) JACK STUDS AT EACH END OF THE HEADER.
2. CONNECTORS SPECIFIED ABOVE SHALL BE ATTACHED DIRECTLY TO 2X FRAMING MEMBERS.
3, NAIL FULL HEIGHT JACK STUDS TO KING STUDS WITH (2)-16D NAILS PER 6" O.C. (CLIP FOR JACK STUD TO SOLE PLATE
CONNECTION NOT REQUIRED)
4. STRAP NOT REQUIRED WHERE SHEARWALL HOLDDOWN IS ADJACENT TO OPENING.
5. DETAIL FOR WINDOW AND DOOR FRAMING ONLY. OTHER STRAPS AND TIES NOT SHOWN FOR CLARITY.
6. IF WALL SITS ON FOUNDATION WITH NO RIM JOIST, USE SSP CONNECTORS PERKING STUD ATTACHED TO BOTH PLATES.
CONSTRUCTION NOTES:
1) WELD BASE PLATES TO VERTICAL TUBE STEEL POSTS. POSTS TO BE
ATTACHED TO CONCRETE FOUNDATION WITH (4) z" THREADED RODS
WITH SIMPSON SET EPDXY WITH 10" MIN. EMBEDMENT.
2) COLUMNS TO BE SPLIT AT BEAM LOCATIONS AND WELDED TO
FLITCH PLATES TO PROVIDE MOMENT CONNECTION.
"31 CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO
PROVIDE PLATE AND
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CONNECTION NOT REQUIRED)
4. STRAP NOT REQUIRED WHERE SHEARWALL HOLDDOWN IS ADJACENT TO OPENING.
5. DETAIL FOR WINDOW AND DOOR FRAMING ONLY. OTHER STRAPS AND TIES NOT SHOWN FOR CLARITY.
6. IF WALL SITS ON FOUNDATION WITH NO RIM JOIST, USE SSP CONNECTORS PERKING STUD ATTACHED TO BOTH PLATES.
CONSTRUCTION NOTES:
1) WELD BASE PLATES TO VERTICAL TUBE STEEL POSTS. POSTS TO BE
ATTACHED TO CONCRETE FOUNDATION WITH (4) z" THREADED RODS
WITH SIMPSON SET EPDXY WITH 10" MIN. EMBEDMENT.
2) COLUMNS TO BE SPLIT AT BEAM LOCATIONS AND WELDED TO
FLITCH PLATES TO PROVIDE MOMENT CONNECTION.
"31 CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO
PROVIDE PLATE AND
MOMENT
CONNECTION,
FABRICATOR TO
PROVIDE DETAIL
H55 POST AS
SPECIFIED
a
BASE PLATE AS
(2) LVL lr°>
PROVIDE PLATE
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NO. REVISION/ISSUE
DATE
PROJECT ADDRESS:
15 BALDWIN LN.
W. YARMOUTH, MA
P.O. BOX 1879
14 UNDERPASS RD UNIT 2
BREWSTER, MA 02631
(774) 353-2144
JOBI 19-007
SHEET
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DATE: 02-05-2019
SCALE: NONE