HomeMy WebLinkAbout23114 JEDLENSKI L,L
a
N
2400 ASPHALT SHINGLES
N
I
O (�
12 12 O
0 -
L.P. LAP SIDINCx V
Qa
STEEL PANEL GARAGE DOORS
FRONT ELEVATION RIGHT ELEVATION
2400 ASPHALT SHINGLE&
U
z
12 12 V)
5 5 W
Q
U
O
cn
\` m
In �
z
z 4 � °
ohm
z 0 z Lu
z z �
Q LU J
J >
QLU � vu
LEFT ELEVATION w � L
fi EAR ELEVATION � � z � z
O m m
NOTICE: THESE PLANS ARE DESIGNED EXCLUSIVELY FOR THE USE OF REVISIONS q ( N
HOME PLANNING ASSOCIATES INC. AND ANY
REPRODUCTION OR OTHER USE IS STRICTLY PROHIBITED,WITHOUT THE
EXPRESS WRITTEN CONSENT OF HOME PLANNING ASSOCIATES INC. SHEET NUMBER
ALTHOUGH EVERY EFFORT HAS BEEN MADE IN DESIGNING AND rrfNg
PREPARING THESE PLANS AND CHECKING FOR ACCURACY,THE O� J O ETS
INSTALLER,OWNER,OR CONTRACTOR MUST VERIFY ALL DETAILS AND PLAN NUMBER
DIMENSIONS AND BE RESPONSIBLE FOR ANY CHANGES OR ADJUSTMENTS REQUIRED DURING CONSTRUCTION. 23114 11 1 4
ol 4'-0"
CS-wSP CS-wSP
-' I �12"x12" PER MITER FOOTING m
Iw w I 0
I� L4 I -
�, o
IO O I U 6, ROOF VENTS PER CODE
IQ Q I — 2400 ASPHALT SHINGLES
150 ASPHALT FELT
Z N Z 1/16 OXBOARD SHEATHING
13 n U 3 I 12 12 W/CLIPS
I� I ; I O 5 5 ROOF TRUSSES 24" o.c.
x I� C-�ARAC-c I X
N I} ° 4" CONCRETE FLOOR } I � �' ALUMINUM SOFFIT 4 FACIA
wX roX6 10/10 wwM I W/ CONT. VENTS
ROOF TRUSSES 24" O.C.
•--------------------------, ------------------------------------------------- _ SIDING PER ELEVATIONS
' I HOUSE WRAP AS REQ'D
OSB SHEATHING
2x4 STUDS 16" O.C.
— BRACING PER CODE
IL I I Q- 2x4 TRT'D. SILL PLATE
4" CONCRETE FLOOR W/ SILL SEALER
� O
2-1 3/4"xll �/S" � I � � �� � ��
L — — 2-2x12 HDR J cr7 w/ (oX6 10/10 wwM 1/2 ANCHOR BOLTS (o-O O.C.
U - - - - - - � � — T - - - - -LVL1Di2- - - - - - - � U
1 -O FROM PLATE ENDS
. . .. . . .. . .. . . .. . . . . . ..
9 -3 M.O. 16' "-3 M.O. —
CS-G CIs-G CS-G
9 X 1' STEEL PANEL 16' X -l' S EEL PANEL
lc (o x8 CONC BLOCK
GARAGE DOOR GARAGE DOOR 12"X12" PERIMIITER FOOTING
10'-3"
ol
32'-0"
lo
CROSS SECTION
MAIN FLOOR PLAN
PLAN NUMBER: 2311 4
NOTE: CONTRACTOR TO VERIFY ALL
DIMENSIONS AND CONDITIONS IN THE FIELD SHEET 2 OF 3
AND BE RESPONSIBLE FOR SAME
4'—OII
Outside Elevation Side Elevation
Extent of header (two braced wall segments)
Min. 1000 lb
Extent of header (one braced wall segment) tension strap I• "
Strap shall be
Fasten sheathingto header with ad ny ""f""'#"""'""' - '
wall centered at "
common nails in 3-in, grid pattern as
height( bottom f 0
shown and 3 in, o.c. in all framin 0 (I header. "
g o::::o::::o::::
(studs and sills) typ. ^ Min. 3" x 11-1/4" net header i i ° ° = Sheathing II
I " °= MAXIMUM STUD SP�ACINCa 16 O.C.
° ° ° °
filler if needed
Header shall be Top plate II
12l I _ 6d sinker „
is continuit
fastened to the y „
Max, nails in 2 rows
totalCC
king stud with required per I II - 3° O.G.
wall
s I'o-16D sinker nails Is Rro02.3.2 ,I i i _ FASTENERS PER 1
height �► Minimum 1000 lb header-to- "
i Wood Structural TABLE R�o02.3(3�
L ack-stud strap shall be ran erect __ ;= panel must be „ „ "
„ II 6 EDCxES 12 FIELD
N at bottom of header and instal led !! ! continuous from
IOI on backside as shown on I I (I _' _ top of wall to
Max, side elevation .......
: .o.....o.......
a.' ° .. I I i i �' _ bottom of wall, 8 min.
height For a panel splice(if needed),panel (I e 3/ m
CC
edges shall occur over and be nailed I I =_ _ or from top Of 055
COW
to common blocking and occur : ! _ __ wall t0 permitted
Min, length based on 6:1 g 2 to IS (finishe ILidthl __ _ p
within the middle 24 in. of wall __ __ splice area
height-to-width ratio. For height. One row of 3 In. o.c. !!
ri lling is required at each panel " ow
example: 16 in, min, for 8 ft, edge. Braced wall line wit I I __ _ Full-length 0
height. Min, number of continuous sheathinc ;; king studs
Per table R602.10.4.1.1 CC CC studsCC shown Jack stud „ - CONTINUOUSLY' SHEATHED WOOD STURCTURAL FANEL CCS—UJSi��
Full-length per table R502.5(1�2) II _.
3/8 min. 3/4 OSB SPEC.
_�_.:: .�.. `� thickness wood
structural panel
sheathing
2 Anchor bolts per R403.1.6 Foundation per code
Not to scale
required
OVER CONCRETE OR MASONRY BLOCK FOUNDATION
Outside Elevation Extent of header (two braced wall segments)
Side Elevation
Extent of header (one braced wall se meat)
Framing anchors Nail sole plate �� �� Nail sole late e e " — e e ° °
p ° Min. 3 x 11-I/4 net header -
610 to Joist per I I I to Joist per ^ ° : Header shall occur at top of wa I I ° ° °
L
table R602.30) IIIITable R602.3(l) ° ° ° °
Header shall e
CC
astened to he op a e 6d sinker
Approved €° in stud wit continuit is !' ' '
i�i� :: �, g y I i ! !' nails in 2 rows
6-Irod sinker nails required per '
band Joist € x q p I II I 13 o.c.
Fasten sheathing to header with ed common nail,In 3 In.grid R602.3.2
S pattern a,,how.and 3 In.o.c.In all framing(,tud,and,ill,)
yp II I I 1000 lb header-
Minimum 1000 lb header-to- !� !! ! ! to-Jack-stud strap
OVER RAISED WOOD FLOORS OR SECOND FLOOR - FRAMING ANCHOR OPTION I� II
:: ack-stud strap on both si es of
Not to scale ; � opening per Table R602.10.4•I.1 !I 11 I I of opening es 0
hMa C
eight _ (install on backside as shown I I
g on Side Elevation) ,
Wood structural panel 10Fore panel splice Or needed),panel edge,,hall be blocked and
occur withln 24 In.of NO height.One o of typ. I i I I I I I.
sheathing over approved eh,athl,g-to-framing,alllrQ Is requiredr1,alech panel.
g pp 2' to 18' (finished width) ' Z/16" min.
band Joist _ �' II I I thickness wood
g Braced wall segmen01.
structural
he thin I panel
Nail sole pate _ g�,°toeg�da,Io°F'or 1� 11
ad Common example,24 In.min.for B per R602.10.3.4 g
1 to Jo f st per _ eight.
nails 3" O.C. top to Joist per I I 1 - '
! table R602.3C1 " " table R602.31ll _ Min. (2) 2x4 typ, i II I I Anchor bolts per
and bottom f I I No, of Jack etude/ ;_ R403 1 6 yp
�... '
Min. ®•® •®; Approved per Table R502.S(le2) 1� T
overla ° ° ° ° ° ° ° ° band Joist
OVER RAISED WOOD FLOORS OR SECOND FLOOR - WOOD STRUCTURAL PANEL OVERLAP OPTION
Min 2-1/2" x 2-1/2" x 3/16" plate washer Not to scale
Nail sole plate
Wood structural panel sheathing over approved band Joist
Not to scale CONTiNUOUSLY SHEATHED WSF ADJACENT TO GARAGE (CS—G)
CONTINUOUSLY SHEATHED PORTAL FRAME (CS-1=F)
PLAN NUMBER: 23114
NOTE: CONTRACTOR TO VERIFY ALL
DIMENSIONS AND CONDITIONS IN THE FIELD SHEET 3 OF 3
AND BE RESPONSIBLE FOR SAME