HomeMy WebLinkAbout19 Essex planI detaifla to match
V
I~rorit, Hevation "
Rear Elevation
Rioht Elevation
Left Elevation --_ A RECEIVED
APPR
MAR 13 2023 E FEB 2 2 202
d HNIVIUU I t-1
YARMOUTh OLD KINGS HIGHWAY
OLD KING'S HIGHWAY-1
Elevations 19 Essex way
Yarmouth Port
Karen & Mark Gronberg Residence
Jan 14, 2023 scale 1/4" = 1' drawn by: jnb
."'A 1 c1
PLAN LEGEND
Non -load bearing walls
t------------4
not shown
Load Bearing
wall above
Load bearing
wall Below
Post Below
Solid Foundation
Wall Below
Point Load
Above
Member Designations
FB
= FLUSH BEAM
FJ- = FLOOR JOIST
DB
= DROPPED BEAM
FJ- = FLOOR JOIST (Qty)
Bm
= GENERAL BEAM
R = RIM
LG
= LEDGER
Bk = BLOCKING
BBO = BEAM by OTHERS
H = HANGER
Layout Start,
9-1/2" AJS 25
@ 16" O.C.
N
Of
R2
_
j
�-
— ---`
i C _
LPL
I
Bk2 ——'
—
- -
P ro(J acts
PlotID
Net Qty
Product _
Length
Plies
-
FJ 1-2
8
9�1
/2"' AJSO 140
201011
1
FJ2-6
3
9,
1/2" AJS@) 140
61011
1
FJ3-4
3
9-1/2" AJS0-140
41011
1
FJ4-18
13
9-1/2" AJSO 25
181011
1
D131
3
1''-3/4" x 9-1/2" VERSA -LAM@ LVL 2.1 E 3100 SP
10' 0"
3
R1
3
11-1/8"x '9-1/2" BC RIM BOARD OSB
12' 0"
1
R2
6
1'-3/4" x 9-1/2" VERSA -LAM@ LVL. 2.1 E 3100 SP
12' 0"
1
Bk1
9
9-1/2" AJS® 140
2" 0"
1
Bk2
8
91-1/2" AJSO 25
2' 0"
1
LG1
2
1-3/4" x 9-1/2" VERSA -LAM@ LVL 2.1 E 3100 SP
41011
1
Connector Summary
I
Notes:
Layout shown has not been coordinated with the locations of
plumbing drops. Review fixture locations prior to setting joists.
Shift joists to avoid conflicts.
Provide solid blockinig within the depth of the floor system below all
point loads from framing above.
LEVEL 1 FRAMING
FJ3-4
16''O.c.3
j Products -
PlotlD Net Qty Product Length Plies
FJ 1-20 9 9-1/2" AJSO 25 20' 0" 1
FB1 4 1-3/4" x 9-1/2" VERSA -LAM@ LVL 2.1 E 3100 SP 20' 0" 4
R1 3 1-1/8" x 9-1/2" BC RIM BOARD OSB 12' 0" 1
R2 2 1-3/4" x 9-1/2" VERSA -LAM® LVL 2.1 E 3100 SP 12' 0" 1
j Bk1 4 11-7/8" AJSO 20 2' 0" 1 i
Bk2 4 9-1/2" AJSO 25 2' 0" 1
Assumed no roof loads to be transferred into floor system.
LEVEL 2 FRAMING
Revisions By
Layout Start,
9-1/2" AJS 25
@ 16" o.c.
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V
j BC FRAMER
Scale: 1/4" = 1'
Date: 2/27/2023
Drawn By
DWG
Sheet
' 1 of 1
12" deck 9 p ier5 48" below rade on undisturbed Soil
15'-0"
M
11'-9 11
New Foundation
8" wall on 24" Footing
Existing Foundation -
O21'-011
51-011
New 3-9 1/2 LVL Girder
Girder Pocket — 18x18x12 footing
12emove
New Foundation
8" wall on 24" Footing
2°-011
Foundation with new additions
11'--8"
OF
CU6ILO r.
N o . 34774
s-tRUCTIMAL
7/3/23 for
STRUGT. ONLY
GirderjFocket
M
Foundation 19 Essex Way
Yarmouth Port
Karen & Mark Gronberg Residence
June 29, 2023 scale 1 /4" = 1' drawn by: jnb
New decks and ramp
/1UUCU LV 1 JL I Ivv1 -rv-r v4uu1 v I W%O&
Renovated 1 st Floor
211-C)"
Added to 2nd Floor 180 Square Feet
Renovated 2nd Floor
MICHELE
CUD1LO `
No, 34774
STRUCTURAL
7 /23 FOR---- 1
STRUCT. ONLY
Proposed Floors 19 Essex way
p Yarmouth Port
Karen & Mark Gronberg Residence
June 30, 2023 scale 1 /4" = 1' drawn by: jnb
51_011
5 1-0112x10 5yp pt 16 oc
5,_011 o
x
51_011 N
site rim board
Cascad e
" AJ5 210 16" oc
ockinal 2 bays
3" oc typ i ca I
I LV_ R;rr
Second Floor
7'_0U
5impoon A15U44 post anchors
with 5/8 anchor bolto embed 7" min
in 12" concrete deck piers
2 Ledgerlock
11'-9" 14'-211 per 16" bay typical deck attachment
with 4 5impoon DTT1Z equally Spaced
T_
— 2x12 syp pt 12 oc 5'-0"
2x8 5yp pt 16 oc 2x10 5yp pt 16 oc
�� — _-- ---- —---------- Joist Hangers ao required typical
Double 2x12 flush beam typical
1-011
-- - 12 oc e oi0e asca 161_011
91/2 AJ5 20 or Equal
2 1-011
First Floor
Composit rim board
=_Boise Cascade
=91/2" AJ5 2016" oc
OR 2-SPAN
CONT. 140'S @
16" O/C
91/2 LVL Rim
it OF k
MICHEL �.. ,
CUDILO 4r
NO.34774 c> S-TRUCTURAL
7/3/23 FOR
STRUCT. ONLY
Floor Framing 19 Essex way
Yarmouth Port
Karen & Mark Gronberg Residence
June 30, 2023 scale 1 /4" = 1' drawn by: jnb
2x4 wa I I f n
1/2 cdx ply
30 # felt
White Cedk
Frcooure tr
2 Story Section
2x4 wall frami
1/2 cdx plywoo
30 # felt
White Cedar 5
Freooure treated 2
=oumdcltion and Sill heic
h exio ing flooro
2x10 Ridge beam
1 5torey Section
Hof pitch to existing
ohirnglco to existing
- 30 # felt or equal
plywood Sheathing
loon Frame Gable End
ck otudo at 8'
block at ceiling
4x24x10
?oting typical
q� MICHELE 'r
� =or}
s CUDIL ,
No.34774
STRUCTURAL
fi
7/3/23 STRUCT.
Section 19 Essex Way
Yarmouth Port
Karen & Mark Gronberg Residence
June 29, 2023 scale 1/2" = 1' drawn by: jnb
ddition trim de+ ;Ir 4-^'^^-a+-/-k PviG-t-iPiA knlIAG
Rear Elevation
New decks and Ramp
Right Elevation
Left Elevation
Elevations 19 Essex Way
Yarmouth Port
Karen & Mark Gronberg Residence
June 29, 2023 scale 1 /4" = 1 drawn by: jnb
LLAG -U-Sj
4 t
ass
LOCUS MAP
EXISTING CONTOUR
x 60,98 EXISTING SPOT GRADE
WA Y
l'i 4.8 6
X
N ,,8 7 * 2 9'5 0 E
50.0 �0 LIJ
.0.
19
I C3.97
CO Lo
6 N
CD
PK SET
103.75
ZONING k-, L./A S --')I r I C /A I I U N : K Z "D
EXISTING WATER SVC.
LO-I ARL-.', 40,000 Si
EXISTING GAS SERVICE
T Y' =D SET_ 30'
TEST PIT DE V 20'
—AR YARD SETBACK = 20'
BENCHMARK
COVERAGE =25%
E) IC2.36 101-83
LEGEND EXISTING. LOT COVERAGE =10.4% ('HOU�SE, DEICIK, SHED, GARAG
PROPOSED LOT CCVFRAGF =13.5% (WITH ADDITIONS & NEW DE%'OK)
OWNER OF RECORD
PROPERTY IS PRE - 'CON'
FORMING MARK A PROP----XISTING, NON CONFORMING
GRONBER(',, KARFN I.
19 ESSEX WAY Lr)
Y ARM OJIT
H PORT, MA 02 1375
PLAN REFERNCES: (,.I Q0
1) PLAN BK 335 PG, 37 0
cc
- X
FLOOD ZONE DESIGNATION 0
1 8
MAP NJMBER: 2500IC05/8J M
:EFFECTIVE DATE: JULY 16, 2016
ZONE X (NON HAZARD)
WIND CATEGORY PETER ir
McENTEE
001)
CIVIL
103.85
�I
I M
NOT NO, 35109
ALL ELEVATION$ ARE ON AN ASSUMED DATUM.
S 87"29150" W
130-00'
BENCHMARK
cc MAGNETIC NAIL S& CD
EL. 100. 00
x
5HED, JE-1
x 10 4.- 2
x PA VED
U
Un D 2 19
co DRIVEWA r
LOT 1 A X 6102�04 10 1, 17 �1 0a 02
22,290± S.F.
x 1,03.42 PROPOSED ADDITION zc1.28 x
D3,e6 ST01VE-
3,3 7
x DRIVEWA)
0,
100,35
59.2'-
7 -- ---------
6 6. 8'
00*
EXISTING
HOUSE& 19)
C)
---ii
F" 705.66.± 400'
104.21
Ov
PROP.
1-01,39
'31 7
DECK 44�/
'7
7,90, 42.4'
/Z
103�46
18
.4'
� — All
104.78
19
104,"
PROPOSED CA. RA GE
x
ONE ADDtTION Z
—
-0 x
'---�03 831 K)
-I' N
166-56
104,87 Nit
—1EXISTING SEPTIC TANK S E
EXISTING S.A.S.
SUFROLI,-.-7�)
'�OLj 7 E 57TONE, ALL MAP ID: 133-45
Engineers:
Engineering Works. Ine.
12 West Crossfield Rocd
Forestdcle, MA 02644
—(508) 477-5313 1
Surveyors:
Kichard J. Hood FL5
12 Settlers Path
Sondwich, MA 02563
(508) 246-6260
SCALE
1 "=20'
DRAWN
P.T.M.
JOB. NO.
176-23
PROPOSED BUILDING ADDITIONS
19 SS EX WAY 9 YARMOUTH PORT, MA
DATE
6/7/23_LP.T.M.
CHECKED
1
SHEET NO.
1 of 1
Prepared for: Karen Gronberg, 19 Essex Way, Yarmouth Port, 11VA 0267