HomeMy WebLinkAboutBLD-18-0035052
r r
Sheet Lest
ELEVATIONS
SHEET NUMBER
U BER
SHEET NAME
Permit Set
DATE
SET'
A.1
ELEVATIONS
12/5/17
Permit Set
A.2
FLOOR PLANS
12/5/17
Permit Set
S.1
SITE PLAN & STRUCTURAL NOTES
12/5/17
Permit Set
S.2
FOUNDATION PLAN & 1ST FLOOR FRAMING
PLAN
1215/17
Permit Set
S.3
2ND FLOOR & ROOF FRAMING PLAN
12/5/17
Permit Set
S.4
SECTIONS AND DETAILS
12/5/17
Permit Set
NEV
V
W/
9'-0" 9'-0"
WINDOW
DOOR SCHEDULE','
0
2x6 WALLS
TYPE
UNIT SIZE
-N
i
KINGS ,ES
COMMENTS
DH2432
2'-5 5/8 x 3'-4 7/82
Ci
1
2
(2) 2x8 HEADER
DH2436
2'-5 5/8" x 3'-8 7/8"
2'-5 5/8" x 3`-8 7/8"
C14
2
(2) 2x8 HEADER
ED3068
3'-1" x 6-9 1/2"
2'-5 5/8" x 3'-8 7/8"
1
2
(2) 2x8 HEADER
GRD90100
IN 9-0 W x 9 -6 H
2
3
GARAGE DOOR, VERIFY OPNG IN FIELD, SEE DETAILS ON S2XX.
HEADER TO BE (2) 9.5" LVL, 2.OE. SIMPSON HOLD DOWNS ES.
011
NEV
V
W/
9'-0" 9'-0"
WINDOW
DOOR SCHEDULE','
R-10, 2" XPS (EXTERIOR)
2x6 WALLS
TYPE
UNIT SIZE
ROUGH OPENING
JACKS, ES
KINGS ,ES
COMMENTS
DH2432
2'-5 5/8 x 3'-4 7/82
-5 5/8 x 3'-8 7/8
1
2
(2) 2x8 HEADER
DH2436
2'-5 5/8" x 3'-8 7/8"
2'-5 5/8" x 3`-8 7/8"
1
2
(2) 2x8 HEADER
ED3068
3'-1" x 6-9 1/2"
2'-5 5/8" x 3'-8 7/8"
1
2
(2) 2x8 HEADER
GRD90100
IN 9-0 W x 9 -6 H
2
3
GARAGE DOOR, VERIFY OPNG IN FIELD, SEE DETAILS ON S2XX.
HEADER TO BE (2) 9.5" LVL, 2.OE. SIMPSON HOLD DOWNS ES.
INSULATION VALUES
CRAWLSPACE (BREEZEWAY FOUNDATION)
R-10, 2" XPS (EXTERIOR)
2x6 WALLS
R-21
CEILINGS
R-38
No. Description Date
1 Permit Set 12/5/17
PHILIP PETERS
38 Lincoln Ave.
West Yarmouth, MA 02673
GARAGE ADDITION
FLOOR PLANS
Project Number i 17001
Date 12-05-2017
Drawn By
Author
Checked By
Checker
A02
Scale
As indicated
j r SDC: B
Ss: 0.19
o S1: 0.05
j
�/ N
I
I I 1 I 1 1' ' 1 1 I I
iVo. Description Date
1 Permit Set 12/5/17
n
No. Description Date
1 Permit Set 1215117
Project Number 17001
Date 12-05-2017
Drawn By Author
Checked By Checker
S,03
Scale11 1
11/4 - 1 - 11
N
e4
r
a3j. n r�'i..cir y r rn P a q •y,�.
9
v
.. s
_ —min.
En. re bw
ty
length �a C x e I it
v n
t ,r r
qq
� I
- f-.�t r�x
�z mi,,, .� in. o
r 2disl le lr r� to � -�,�1, Mi. , end di
end d�stanc� reb '
'
take I
I
I e �,_
ti,
one A4 rear
xa
-
May be
I
foundationSTHD10
SIMPSON HOLDDOWN OR
SILL PLATE ANCHORS AT 4'- 0„ O.0 TYP.„
APPROVED EQUAL wL (18) 3112 16d
rrr
C t
MIN EMBED DEPTH 8” SECURED w/ 1/4" NAILS . MIN CAPACITY EACH: 2175
nd t 0-BiS(Or�
fouon
PLATE WASHERS. Ib (ENDWALL). SEE DETAIL 21S.4
y others tendon.
#4 REBAR AS SHOWN AT HOLDDOWN LOCATIONS. ALL -
NOTE: AT GARAGE BRACED WALL„
REBARS 4'0 MIN LENGTH EQUALLY SPACE; 2'0 ON ES
PANELS, (2) ANCHORS TO BE PLACED
Single - Installation
1'- 0” FROM END WALUDOOR OPENING.
PROVIDE MINIMUM 6" SPACE BETWEEN
i I � _ e . �-
�' i _/ Jnm re- . 00� r .
� TE
I SIMPS ON HOLDDOWNS AND SILL PLA
� }
COf3��'�
ACI -318 requirements.
!I ANCHORS.
I
10„ CONC
FOUNDATION
I�I
SHEATHING THICKNESS TYP EVERYWHERE):
j
CONTINUOUS
PA EL
BRACED WALL N
DETAIL
(GARAGE)1/2'" CDX MINIMUM OR APPROVED EQUAL.
2 HOLDDOWN DETAIL
1/2" = 1'-0"
I
I
I'
i
N
-1FCS
c
t WAS!aE STONE
fit-TERR 010AX
4" CA$TIRON E.95 1A NOT REQUIRED
,x(OR EQUAL)i MINIMUMEQUAL)I , .
PER FLOW 1/4"
} d(l
.I
. ,..
,
?,
DEPTH
HORIZ TE 'iJRE
COLOR �40TT. OTHER
�u0 -5" .
A
wO Y SAND
10YR /1 NO
OT
2
� ,..w
_EB
�12
C.. _ -
_
CCARCE SAND �
_ _ _Oce
`� j4
%.CRAVELS
97.5
96.0