HomeMy WebLinkAboutX2019-2268 - Alternative Material & MethodsD
LD
m
Z
O
I
n
n
m
CD7
0
CD m
T Cy
=0L
m CO
M o
0x^
pnj J 4,
O CD
W F�
< Z
(D F H
S o 0
Wz
CD
w0
N
�O J
D
N
a)
91co
en -as en
v o
=
o
Z
D
o
W
r
N
i
t o ❑ ® ❑
3
c
El El ❑
7
ID
6m � O -
m
1m
m
Xm
�'
N
�♦
Z
CL
A
a s 0 D
m r
O�
m
C
m�
mmm
,'p
O D O i
O N :0 0>;a NO A BOO A
� 000
m
=
N
c c 0 A
c�
O
x�
uJ
C
m 2a 111
W
p m mAm mTTm
O m a m C m C
N
7
c
.mm. 'c'
'm 3
N i.
m
T
T
'm0
s' a
3 v
O` +i N 3 2 -i
�C C m -{ N •_0 m .Z1 �
N
o
fD
m
..
0 m
p n
m
p
W
C
�7�0
v
m
O
�7
ii
O
-'-'�
w
m
y
m
m o y O
"c C
D
O
m
(p m A m,�m m mrm
a♦ O m= mZm �?
Z
i
zzQOX
y
m
DNS -Ni
�m<o
�� Q
D
^
m o
-DI
czm
o U N
m
'm
A
zc'n mo"
S_ -im0 O �r
zDmom
O
m�
c•. N
m
N s -4A o0A EP
c
o 1
nzpZ7�
Z
Q
�' y
y
t0 H m Om co D co :0
m
O O
m m
Ompp0
�mmm�
i1
m1
Mm
3
T
r, m v
N W .px mnr
�. 0 =m yZM y
..
co Z o
mOyz`�
v
z'-0
' �. a
7 0 <� yyA �,m o
n f/i
❑�
O O m S
D�r
ZO��mn
Zm
Z
m
7
0
7C0 ,i D -1Z ODm
G) Gi
O
y
OT
m c w
O♦ a D rZ a 0 m �=z1y
N' Oi
y m n o
ZOO
O
mZ
�
r
....N v OT �i3 ;�0
O 'o C-
7 7
y y N
N
.-0
O
O
p
Z7
m
T
O
m
O
N
C]
P. z c.
�. m A Z
a 1D °i A 0 N Z d= r
I(D N
CL s
3 y
m�
m
0
m
_ o
.D.�
Cl) y m3 ... m ._.om0
m
z
m_
C_
cnm
=
N
N ��
fQ 00 i, 0 0
oAi
y a
+, C F,
-+
D
rr-
00�
a
D A
ry r rp^pO
,,,
••
'N
vDw
ao
O N 0CG
m �
O
DSM=
D
rn
O
r"
D7
y O�tn
FL
71
D 0
'0 �:
��ci
�
(n
r
Z
w0=
r
^'
m ^�
m r
C. m C -n ;, m 0 O
'0
O
00. 07
O
0
z
0
O
X
K
ti
+ m m m 2 y
y
o` ❑ ❑
A
w
a
s
C'
v
-<
`c
m
°'
N a tn (n <a7
O
CD
m
j
d
__ N 'O D CO
4
(n
O
N
H
W m A A p
m
M
N m
T
C
n a
;u
�O'0m
0
D
m
D
K
m
m C
0_
y
# n
s
oom0
Cr
wmy
TZ<0TCOQ
o m0g0�.m m
T
`�
m
Z
O
n
m
❑
❑ j c)
0OZ
CL
O C7 D m
D
� c 0 m 0° C7
m
e
O 55 o
Z
r
1/d
p
z
°°
O
p
0
� a ^-..'
y o
1
m o• N W O n
(D � O
y `<
Vi 9-4
-a
'i
m
m
-m-I
D
m
3
m m
f: W a x-
y (� xk
❑
m
7`�
O
D
O
O
0
N
D
_
y
o
L/VZZc)w
mym
o �cn �, 31
m
CD
O m y a
m
'O W
O a
>
O
cn
r
0,
m 111 -` -C
A
Z 0 W
T
T
CL v
cn
y Z
A
m fD
ToM
cmc
0
O
myI
;o
-0
o.
v y m
p
N o'
-..b o N
bl,
p
Cl)
=*CA
1 r♦
ACio
G
A
r
❑CTCV - ?
i.
-�„N
O m
❑ ❑
m��
ON
�n3
-Ij m ptmii
m
nc)
m
ymr
m
�_�
cn (� y
0
m <
..
W CO
m
m
T
W n
O
S
Z
m D
O
O O
p�
p
m
37 m
n n
' m
v-
o a
O
o
y Z
o„
o c Fn
aCD
In'
o
0 a,
D
m
Z
y y
D
m
.
x o
O
mcZm
C,o
CD
m
2
CL
m
^\
' 0 O
N
m
<ma
m
C
N
Z
U)
Z
N
rn
1V
a
�D
N
C)K)Gio
1
m o�
m
mcnm
w
w�
w
w
TJ
0'
O
m
m
D
LD
m
Z
O
I
n
n
m
CD7
0
CD m
T Cy
=0L
m CO
M o
0x^
pnj J 4,
O CD
W F�
< Z
(D F H
S o 0
Wz
CD
w0
N
�O J
D
N
a)
91co
en -as en
TALL
OR
3Y
RAY'
\VG.
cJ ISTUCCO DETAIL
3" = 1'-0"
HR. COND., REF. PLAN)
INT. FLR. FINISH, PER PLANS
2x SILL PLATE EXPANSION TAI`
FLR. SHT'G. PER STRUCT. (AS OCCURS)
FLR. FRAMING (PER STRUCT.) OR
FLR. SLAB.
61 WEEP SCREED DETAIL
3" = 1'-0"
FLASHING NOTE: REF.
MATERIAL SCHEDULE ON
AIA -4 FOR FLASHING NOTES
INTERIOR FINISH
GYPSUM BOARD
PLYWOOD SHT'G.
BITUTHENE (OR EQUIV.)
- 18" ABV. T.O.S. (CONTINUOUS 24")
COPPER FLASHING OVER
BITUTHENE (OR EQUIV.)
6" ABV. T.O.S. (CONTINUOUS 12")
EXT. FINISH PER PLANS
P.T.D.F. SILL PLT.
COPPER WEEP SCREED
LINE OF FINISH GRADE
(AS OCCURS)
COPPER FLASHING OVER
BITUTHENE (OR EQUIV.)
6" BELOW T.O.S. (CONTINUOUS 12")
LINE OF CONCRETE
SLAB OR PAVED AREA
(AS OCCURS)
CONCRETE FOUNDATION
0631-2019
X,2019-2265
INTERIOR
FLOOR
1-1/8" FLR. SHT'G. (PER STRUCT.)
m^l 101 C onl in 0, 1Tk/n
1 ON
1" =
FROM THE SLOPED P
LESS THAN 341NCHE
EXCEPTIONS: 1. THE
TREAD. 2. WHEN HAN
FLIGHTS, TRANSITIOf
START OF A FLIGHT, "
MAXIMUM HEIGHT.
2 - CONTINUITY. HANI
FROM A POINT DIREC
OF THE FLIGHT. HAN[
TERMINALS. HANDRA
WALL AND THE HANC
EXCEPTIONS: 1. HANI
USE OF A VOLUTE, T1
TREAD.
3 - GRIP -SIZE. ALL RE
BE OF ONE OF THE R
PROVIDE EQUIVALEN
TYPE I. HANDRAILS
SECTION SHALL HAVI
AT LEAST 1-1/41NCHE
2 INCHES. IF THE HAP
SHALL HAVE A PERIN
LEAST 4 INCHES AND
INCHES WITH A MAXI
DIMENSION OF 2-1/41
HAVE A MINIMUM RAE
TYPE II. HANDRAILS
GREATER THAN 6-1/4
GRASPABLE FINGER
SIDES OF THE PROFIT
SHALL BEGIN WITH A
MEASURED VERTICAI
PORTION OF THE PR(
DEPTH OF AT LEASE
BELOW THE WIDEST
THIS REQUIRED DEP'
LEAST 3/8 INCH TO A
THAN 1-3/4 INCHES B
PORTION OF THE PR(
OF THE HANDRAIL AE
BE 1-1/4 INCHES TO P
EDGES SHALL HAVE,
INCH.
4 - EXTERIOR WOOD/
HANDRAILS. WOOD/P
HANDRAILS SHALL C(
PROVISIONS OF SEC'
2 I HAI
NOTE:
STAIRS SHOULD ME
SECTION R311 - ME,
.DOB ADDRESS: PETITIONER ADDRESS:
FSSubmit plans if necessary to illustrate request. Additional sheets or data may be attached.
A[ T WEEP SORFEnAAfATFRPROC)FING METHOD FOR EXTERIOR WALLS PER DETAII 6/A[2-1, AE!PJ ICATION OF A
ATERPROOFING MEMBRANE 6" ABOVE SILL & 6" BELOW F.S/F.G. PLUS A PROTECTIVE LAYER OF
AINLESS STEEL
11 NIFINDINGS OF EQUIVALENCY: CODE SECTIONS:
CODE MIN. FOR EXTERIOR WEEP SCREED HEIGHTS IS IMPRACTICAL FOR 8703 a.2.1 / 2512.1.2
CONDITIONS NEAR EXTERIOR DOOR OPENINGS. CODE IS ATTEMPTING TO WATERPROOF & PROTECT STRUCTURAL
FRAMING FROM WATER INTRUSION. PROPOSED DETAIL IS AN OFTEN APPLIED REAL-WORLD SOLUTION THAT
INCLUDES WATERPROOFING IN EXCESS OF THE CODE MINIMUMS IN AN EFFORT TO PROTECT AGAINST WATER
INTRUSION AND POTENTIAL FUTURE HARDSCAPE IMPROVEMENTS THAT WOULD BE NON-COMPLIANT
wil
Is
i
-
vcZ
m
np0
Zco
xm
00
<mm
�O
DO
21
mx
o„
m`..:
.,
-�
z
yZ
O
m
m
O�-a
mZ
c
2
�On....-
co
DZ
N<Z
m0
rnbor
—y
(Cll
m
...rA..�x
_
vy
p
pm
,...D1
DS
2
-a
'm
mZ
Om
1
mm
m
��mZ
OO
D
Cn-x
a
- �
ADD
CO
�<
�-�.
O
o
m -
"" y
m
x
O
c
m
N
F -
z
J LLI
g
OCL
aZ)
a
LU
Minimum 48"H Wood Fencing or Block
WATER FEATURES
6" Back Up
18" H. Raised Bond Beam
Iron gate & fence
NBMC 15.04.180, CBC 3109.4.1.7, CBC 3109.4.4.3
a. Minimum Height of 5 ft. above grade, measured from outside of pool area.
b. Mimimum 45 inches between horizontal members
c. Maximum 4 inch clearance between vertical members
d. Maximum 2 inch vertical clearance between the bottom offence and Croon
6'H Pravacy Wall (Permit by Other)
I
�ZG96-�os8_
S, Oj8-�2d8 —
14545 Perham
T-9"
_._'.------ _'_.-i
OOL
SONAR
!o,
I
,rr
i SONAR
+ -n fJ
-Iron gate to be a
self closing, self-
Lach mechanism
& comply with fe