20121102082008308.tif ,a
PERMIT NO: /
' �OV 0 2 2012
'T� p tRt ADDRESS a
APPROVED
BUILDING /®
f� PL NNING
PUBLIC WORKS
DEP
a
t,\
I
rz
APPROVAL AS A RESULT OF AN INSPEOTION
SHALL NOT BE CONSTRUED TO BE AN AP-
OF A VIOLATION OF THE PROVI3,,M S �; >�
C00.2: OR OF OTHER ORDINANC��;. 0V� � v
JUMI DICTION.
' I
Design #: 66122 Page 2 of 6
K 09/19/2012
ec� I i
Beam Layout for Level 1
\1
Vt' �
C
qa l%
7911 r
I
Design #: 66122 1 f Page 2 �f 3
121 1 . 09/19/2012
-
F f F
I A
i
]
-
4 t�
M 1,
• 6 ,� II IL vel1�� � r,� �1 I��t a.,
ry i
, k
{2 T
,i�
R
SF
k t i
lil il�
_ .._._.._:__..._........_..__........._'___._.._...__. _..___..........._..._...,,.... __..__..__;....._._..� 4...21`4
�i�i
Railing -.
I
Today's cost for materials estimated in this design with options: $5,509.
Tax, labor and delivery not include
You may buy all the materials or any part at low cash and carry prices. Because of the wide variable in codes, Menards cannot guarantee
that materials listed will erect your code requirements. Check with your local municipality for plan compliance and building permit, These
plans are suggested designs and material lists only. Some items may vary froth those pictured. We do not guarantee the completeness or *(Base Price): $2,880.1
prices of these structures. Tax, labor and delivery not included.
The base price includes: 4U PSp deck live load, AC2 2x6 deck boards in horitontai direction, AC2 4x4 framing posts, * * *If purchased today, you save: $1II9.95*
precast concrete (I bag) footing, AC2 2x8 joists and beams with two feet cantilever, galvnnircd framing fasteners turd * * *nnnnthly RICA rarA Pavmanf tnrnl dA ho' 4 9� nn*
i
V V, j+ t S' c,�i �`E L VLA tJ S
ti,aro7
Bu'l Gu
How to Use this Guide
®�
A
I
Provide two sets of plans and complete the following:
1. CoMple this II by filling in the blanks on page two, and indicating
which construction details will be used.
2 . I P Pov ide t P lans (site plan) showing dimensions of your project or addition
and its relationship to existing buildings or structures on the property and the distance
to existing property lines drawn to scale.
3. III out a building 1 .
The majority of permit
applications are processed _
with little delay. The
} R lr
submitted documents will
help determine if the project 3a
is in compliance with building
safety codes, zoning
ordinances and other
IR 12
applicable laws. �4, Y l
i � rJa
1 q
1
2/18/07
i
, °
ipections 1
. Pill in the blanks on pages 2 and 3 with dimensions
and materials which will be used to build the
structure. Please print legibly.
. Indicate in the the c bo , a hich detail from page 3 will be used.
Size and ount of Lags
(example: Two 1 2 "lags @ 16" O.C.)
Type of decking x -
® ® (example:Ix4or2x6 -Trex)
i
Existing bldg. 36" high guard 2x joists
with balusters sp aced apart
P . p
spaced so that a '� (example:2x10 "spaced 24 "apart)
1r�� 4 Inch diameter
sphere cannot
a f = }} A roved pass through CO
I' Y pp
p ax` ro; i flashing CO
4 Ik required Beam splices to occur over x i `c beam
��- posts with 1 1 /2" bearing =�
� . , e• • (example: (2) 2 x 10 - see detail B)
°3 �
P
Attach decking with non corrosive fasteners
2x 0 rim joist
4 ��.' • ' P O., • •' (example: 2x 10 -see Alternate BI &B2)
xx I
❑ Detail B ° c
❑ Alternate Detail B1 X posts
❑ Alternate Detail B2 v spaced apart
Detail A (see page 3) (example: 4 x 4 posts spaced 8' apart)
(see page 3)
Conditions such as attachment to 00 J Span
cantilevers or veneers may require
Engineer's approval LL (example: 13 -4 ")
Span
Type f siding (existing)
JJ�U � I ✓�s��
Detail C �.• •• .°
Finished grade
Note: Emer g enc esca a windows are allowed to
be installed under decks and porches provided the
Y Il
location of the deck allows the emergency escape = 41
window to be fully opened and provides a path not
less than 36" in height to a yard or court. 6'8" required -
for walk out basements or patios.
Note: A plot plan (plan view) showing the dimensions of your project or additions and its relationships to existing buildings or
structures on the property must be included. In addition to project dimensions, your plot plan must also show other details such
as post locat and spacing, joist and beam spans, and any other pertinent information not shown on the section drawing.
2
2/18107
•
Existing building Beam splices to
A Approved flashing required occur over posts
pp g q with 1 1 /2" bearing Secure balusters
Attach to joists with non - corrosive fasteners to beam
Attach ledger to existing bldg.
with non - corrosive lag bolts
spaced min. 16" apart. Locate
bolts to penetrate rim joist or
w studs.
Non- corrosive Non - corrosive
Non- corrosi metal joist hanger metal joist metal post/beam
s hanger connector j
Conditions such attac ment to cantilevers or
veneers may require Engineer's approval
I
;
I Secure balusters Full depth 2x solid blocking Secure j
to beam balusters to
beam
24" max.
Beam splices to Beam splices to E'
occur over posts occur over posts
with 1 1 /2" bearing Non- corrosive metal with 1 1 /2" bearing Non -corro ive meal post/beam connector post/beam conne for
r7l' (min.) diameter anchor bolt embedded Non - corrosive metal post anchor
min. into concrete pier or the equivalent
must o decay resistive
:....,.. p u a,�
Finished rade 6" min, if bes than °" post maw, b.,
RE
F �Z�S t �y� • G
l , >; C d j
(min.) diameter pier U
. c
ti
3
i
2/18107
i
I
New or existing Open guardrails on decks more than 30 inches above grade or a floor below shall
light required have members spaced so that a 4 inch diameter sphere cannot pass through.
Stairway Notes:
Guardrail 1. Stairways shall be not less than 36" in width.
Openings for required 2. Stairway rises shall be not greater than 7 314 ".
guards on the sides 3. Stairway treads shall have a minimum run of 10 ".
of stair treads shall 4. The length of Run and the height of Riser shall not
not allow a 4 3/8" vary more than 3/8" in the entire run of the stair.
diameter sphere to 5. Stairs are required to be illuminated.
36" min. pass through. 6. Open risers permitted if opening is less than 4 ".
height 7. A nosing not less than 3/4" but not more than 11/4"
shall be provided on stairways with solid risers, and
less than 11 ".
8. Composite materials (example:Trex) may require 4
stringers
Deck 34 -38" above
Less than nosings
6" dia. Handrail (see details below)
1
Guardrail required if 10" min. run
more than 30" from nosing
to nosing
Landing same
Open risers width as stairs
less than 4" 36 " Min.
7 314" max. rise Finished grade
Handrail Notes:
1. Handrails shall be continuous on at least one side of stairs with 4 or more risers.
2. Top of the handrails shall be placed not less than 34 inches nor more than 38 inches above stair nosings.
3. The handgrip portion of handrails shall be not less than 1 -1/4 inches nor more than 2114 inches in cross section for non circular handrails.
4. Handrails shall be placed not less than 1 -112 inches from any wall or other surface.
5. Handrails to be returned to wall, post or safety terminal (per 311.5.6.2 IRC)
Type II Type l
I,-� 1 1 /4" - 2 max.
F
3
13/4 1 1 /4" - 2" Gripable
Wall or other surface
1 1 /z" min.