377 8TH ST - ARCH DRAWINGS > i
W
O
U
C6
z
. O
._
!Lu
Z
U_ W Cli
<
tF O � U
w
J
------------
LL 0
ft 4
IL
u
E
c
..- S� ,,�.,^ S Cr
' t'r T
m re
w
E ..J W J
tt
LU W
a.
r
Ow
ww
0 cc LU
LU
m
♦',
Zz.:
k- y.1.,
1�f
r 0—
co w
YJ, a 6 y a
z
r _+.
e
}
f.
,
E
{f f
r
F. Z O
F c Cl)
z z
Ow
— 2
z
co
w wz
MW
N
0 L
J Q •�
T
CD
II YYI//
to O ;o
M I— tL
z m
F- UW 3�Q W
oC Q
Z coUj
p p
Z
•
U �
th
Street - an ic eac o =
T, w p . .
W w U
PERMIT ISSUE _ oCj
F- _ Z CV O
ry
Janus 28 2016 '� z o o r CON 08
� O O
U
W N
REVISED April 14 2016
~ J ~ 0 4
� = U U � � N
Z w o
C7 o c
(five feet added to Master Bedroom) Q __3m W
= O � o a
m
~ (LaU. W
CW
_
ofO
SQUARE FOOTAGES
NOTES: _
WZ oME
were taken from Property Appraiser's website - THE ORIGINAL PLANS DIN FOR PERMITTING INCLUDED LEVEL 3 ALTERATIONS � z
Square footage numbersp rtY pp AND REPAIRS, AS WELL AS AN ADDITION, PER FLORIDA BUILDING CODE 5th EDITION, EXISTING BUILDING. O Z
November 2415
Z (D 0 M
ONCE THE DEMOLITION WAS STARTED, IT WAS DETERMINED THAT THE EXTERIOR BLOCK WALLS Q _ ca '",
EXISTING: THAT WERE GOING TO REMAIN DID NOT HAVE FILLED CELLS AND REBAR. THE STRUCTURAL ENGINEER w m m cm
OF
OF RECORD ADVISED TO REMOVE THOSE WALLS AND BUILD NEW WOOD FRAMED WALLS. ,c .� co
BASE: 1,240 w C0 c _-0
� (04--# r*,.. ccs
UNFINISHED OPEN PORCH: 42 THE SCOPE OF THIS PROJECT NOW FALLS UNDER THE FLORIDA BUILDING CODE 5th EDITION, RESIDENTIAL a Z Q
AS NEW HOME CONSTRUCTION. 09 Cz cr)
ADDITIONS: 482
� o J
1,764 z U
2 z
PROPOSED: - INDEX OF DRAWINGS 2 z
BASE: 1,240 cvR covERSH�ET 02
w >_
SITE PROPOSED SITE PLAN z
UNFINISHED OPEN PORCH: 42 A-1 PROPOSED FLOOR PLANS co z
A-2 PROPOSED FONT AND RIGHT ELEVATIONS > o N
PREVIOUS ADDITIONS: 482 TYPE OF CONSTRUCTION.......... TYPE V B - oc w a M N
A-3 PROPOSED REAR AND LEFT ELEVATIONS cw 0 J 0
OCCUPANCY CLASS..................... GROUP R-3 ,� z ° °
MASTER BEDROOM ADDITION: 157 A-4 SECTION A , ROOF PLAN, TYP. STAIR DETAIL W _ = N 8
A-5 TYPICAL WINDOW FLASHINGdU o U 4 IV
cm y
NEW PLAYROOM ADDITION: 365 A-6 TYPICAL J`` S I�[ARDIE SIDING DETAILS Z Q M $'. .$
APPLICABLE CODES. _ w � 0 W @
NEW FOYER ADDITION: 86 1 . FL. BUILDING CODE 5th EDITION (2014) RESIDENTIAL A-7 TYPICAL S UCCO DETAILS �, co o
E-1 PROPOSED ELECTRICAL W D T z = U_ o
C PLANS O o N g 0-
NEW 2ND STORY ADDITION: 1 038 2. NAT L ELECTRICAL CODE 2011 X-1 EXISTING FLOOR PLANS O a
3. FLORIDA FIRE PREVENTION CODE 5th EDITION (2014) a
� w
NEW OPEN, COVERED ENTRY: 400 ,- W
4. ATLANTIC BEACH LAND DEVELOPMENT CODE S STRUCTURAL, PAGES z w
3 S 1 BY ENGINEER OF RECORD 0 m
� O
00 00 O �+
JZ p
D
w U c
Oa V) 0z
C0W 0 :5
5
qx
MM M
W
Rtl
THESE PLANS WERE PREPARED FOR ONE SPECIFIC PROJECT FOR THE CLIENT LISTED IN THE TITLEBLOCK AND ANY OTHER USE IS PROHIBITED AND VIOLATES COMMON COPYRIGHT LAWS.
v
W caca
W —
a U)
CL
C6
z
OO
LOT .3-7w c
_ zu- w
o
BLK
lo WD
L 0 T w
3
� o
ow
-i
LOT 3g olo
1�1 8 O� C�1 83 34 (M) u. 0
CO
BLK lo 83.3, (1)> 11211I '�- - J >
SEE NO �� < 0 o F-
z
w it w
Y mu Q
ro.� CUA o w
NO t _ m w w Z
30.0 1 W ~ w az
o cf) z a
N � QW
• 1 STY, w Qn Z Z .>
,C
O =
GUEST HOUSE
N _ F Z <
1 O =
C0
U �
❑ Z
0
30.0 U)
z 7,g' z „Z,
� o �
ul z Z o
p of-011 51-011 w to
E SETBACK SIDE SET ACK w
Z o L K to (!�
o �
O
_ o �
a a
_
1 r
o � �
_ o
o% _ U.
44 � _
C _ % Yrr)vv
� ui
1 I I I I I � �
CD
_.�
11 I I 11 � z
= it II 11 I w
5 Fu
TP
F W N W iI II 8 V`� _ U
10 - rADD I N 0 - O w
{� ^_ ~A ° _ T
i t I I I I Q y
•L•
II II II ON m W W r E
mmmmwbO
O w �-
a Q
LL E•-- U
-0 r---- cf)
RkkRkRk'.RktFkFFkF(k:� k�`k _kkkFkR .l T-
...........
�.■ W O 4 O
11 y e
290
1 STY.
E- a w
RES ' 311 �y� ��a LJJW
X44:
3D70 Z
12.5
I E
�cc, NEW00
�'' O Q E
cz cv)
1.
Q = Ca C\j
U
w N
OPEN 4
J,/om MERGOL14h t . A:- _ to s
CD CO
- - -- Z E °O � M Q u-
.33,31
0U 9
zcn
_ Ampr
(n o O .c
S/8 v o Z & U
v r SLK 10 OW
� z
NO ID _ > 2 z
n o
°• a 4. d .4. 4 v 4 • 4 j4.. v. v '4 e4 :. 4 v d Qv. a.; �• w >
. 4 X3.3' •°C �ae e . �Q
4. v 4 �d �/ d
4. ec46 4o V1 z
Y 8.3.22 (1`�� 3ro`�1 w
10 .v
0 cm
O
d e.. . e 4 W w a M N co
E
_ U) Z -joc0 �
LL ,- O CV
w Q H
a = O V N N O
ll V d' 1 p
- ET �F J U - a V w
Z p ¢ � �'. CD0i 0
—
-w 00 7
' = r Z = O
op 04 :5
U � Q
ZW
om
i, _ 10 1.011 o
Z ~
o
F- � � z
uj
z Q Io
ki
m
Y. w m
PROPOSED SITE:. PLAN � � 0
SCALE: 1" _ 1o,_o« o � �'""� Q
(f1 w 0
w
Adlk z
THESE PLANS WERE PREPARED FOR ONE SPECIFIC PROJECT FOR THE CLIENT LISTED IN THE TITLEBLOCK AND ANY OTHER USE IS PROHIBITED AND VIOLATES COMMON COPYRIGHT LAWS. low
r
co
621_3,/,1 c�
10
571_3,/1' 51_011 a o
a O
181_011 241.8,/211 141.63/,1 701 LL
lolp
2,_91/4„ 21_611 3,-911 3,_9„ 2'_6" 21_83/41, 2,_83/" 10,_83/411 111_311 41 A 1, 101_103/„ 4,_41, Z w
10 10
0 0
• to a
'
rAk*%,
r-------- V/ g o
r-------- m L
I "l
1 ' L 0 CL
1 l.L W
1,_31/11 ;
---------
- W
NEWI DOW NEW 306IN
0 OW ; > p U
N I � W
' 6080 = 3060 3060 j J
NEW DOOR -- -- -- - -- -- -- -- -- -- -- -- - ---- Q
W
ZD
1
18-7/4 W w
oc,r) 17,_1" `'� 0 N M 0 ---' Q >
Z - I I p �I I �I I = W ° w
3 ICJ E A �- m a0 C<L
W W NEW VE S z wl l FW- U) I m ti m Z a
Z Z w LL I 1 � <1 I ° o
1
aLL
1 -
Q II > II 0 = w Z cc
ao � ,� Z J c z F- w
�' I F— co Z a z
PLAYNOOM ; J I 1 �, MBE a-
00 co co120" C.H. N m oC 1 1 ) VIAU LT z z >
' N 0 Q T
0O I I W �I I 2
o VAULTED CLG VAULTED CLG o ; H W F- W W F- _j O
Z o so do !IIIIIB I _A Z ; co J I I ? co I co I _
O
32'-8'/2" _ I I Q LLI I �I I `� z =
I
z - o z II > II II U
4,_2% 101-0,211 12,10 -5" 61-01/41 0 0 I o - t N w Do ° p Z
'� � NEW WINDOWS � d' ( E O NE OR ECS !N Z O
1 AT 8 FT HEAD HT
6056 6056 60561 7046 ,1/ 1 i
9 BENCH in
— — — — — 3080
Z
, 1 , 1 , 11 1 1 R I N DOOR I r-----, 41_01, � t} O W
0 3-11 4 10-0/2 3-11/4 5'-83/4" 5'-83/" OFFICE
o o - M. BATH N _
Nic— c� \ 0 1L 36"FRIDGE 1 DW C7 101_53/4,1 CO ig
~ Z p
I11
N - Lo 120" C.H. o N z = 0 xN w Z
2, 11 ; 'n __________� I I _ '8'_2 4" 7'_31/2' J v N �` 6'_9311 co 3,_6" Z w
------1-9 - _ � 3= � � m N p U _ - SUNKEN � Dto
xa ------18-- " � KITCHE - -
Z N 2480 SHOWER J o •
--_---'17-_ OPEN RAILING 1 __________; RAKED BOTTOM WALL 10 r
M 0 120 C.H. x BUILT-INS
----'16-- w co II 11 II 11 I 1 I 1 I I I 1 1 I , x ♦Wn -
I 1 t 1 1 1 I 1 1 1 C 1 N Z II II II II I i I I I 1 I I I I 1 \ v N ' •i
1 1 I 1 1 1 I 1 1 1 1 , 0 -
1 II II II 11 I i I I I 1 I I I 1 1 ` -
®} _N r 1 8-0111+ 30"OV N O z r 71_61, O *- H LL.
cn - _ ___
I 1 1 1 1 ' \ II II 11 11 I 1 1 I P 9;R ; ; ; ; \ ' I I _ p
, t9 II II II 1 I I I I , iI1 ' r
_ Y!1 V� � N �I o �,7�71 ��71 1 ([,7,1 , �� 11 11 It „ 1 1 I 1 1 1 t 1 1 I I W , ; , , N Oto
PANT
.�1 ri �'1 �1 �1 , 1 u u u 1 I 1 1 1 I I 1 1 I 1 T3\9
N \ I 1 I 1 I 1 I 1 1 1 - - -
N
^ 1 1 I 1 I 1 I I 1 i I O 11 II II ° I I I I 1 1 I 1 1 I I M L 1 -- -J M W Z
Lo 1 1 I I 1 1 1 1 I 1 1 ,/� II ti It 1 1 1 1 t I 1 I 1 1 1 I 1_O' I '
1 1 I I I 1 1 1 1 1 i_ 11 I Y+ 11 11 II 1 I I 1 I I I 1 I 1 I I ; `---- -- --- 3 lil
13 10 - _
x
' 1 , 11 5'_g" EDROOM N __ME _____ ET-- M. CLOSET �? o Z
i 6-0/2 n , r NEW BUILT-INS " NEW BUILT-INS - 2680 O m Z
N 108 C.H. I _&_ M 141_7,/11 N
1 , 2 U
1 ' 1
1 , 3' g" z o0
1 _ 0 w
{ 1 I 1 1
#` 6'-0" VENT FREE MEDIA CAB.ABOVE I - w w
� CU 1 _ KNEE WALLS W/ � ~ HALL� -~_ _.�_ ....__.. M F- E
Lo
Lo c
F/P
N , , 1 "LIN ' -' ' O
O -' LLJ co
V
O 1 :,y I - - M ol 51-9Y411 6-0 6 19 -1/4 1 LINEN(T.B.D.) _ O
M _1 ; ., , 11
10 1 11 ; 3068 '-3" J Z N vo
Lo
2668 108" _ ; Igi M 3/2 LL ~ O N co
% co 1 , M ' LAUND Y ° W o .0
7,_ ,1 :61-51/211
6'-5/211 ; co
Y, - FAMILY ISM 120" c.H F- o N
4 N ' `1' ,1 I I EC \ !N U' W 01 BEDROOM �, 120 C.H. ,1 �t OUTDOOR
- Z � m u.i
co 1 ; M _ 0 _ I 12o C.H. _ OO Q Z
o z o _` M SHOWER _ O Q
4,,4/2 a, 3 a, RAISE EXISTING FLOOR ; o L w
' 1 " EDROOM 3 TO BE FLUSH WITH
' 00 OC �
_ N W
108" C.H. Z ADJACENT FLOOR ; ._ ., 1_ 3 11 L11
N
AD '1 1 „
1
_ 5 9 1 9/ _
co M 0.. W
� ' 3070
_- -- I ,
1
NEW DOOR
1 I
5
0
5060 3040
1 1 W .
�- Z E
N \ ' NEW WINDOW NEW WIN W ; ; -5'-5" 3'-10"
_ oGo Go _
9 CID
FO
13'_21, zo N 04 17'-11 Y2" T_
,•0 3'-1" d. 8-1/2 6-2 ; O Q E
co -1 x,� m o 1'-83/" I ; { TREE I Z 4 v
8'-113/" 4'-2'/ -
____--_ _ PO DERE N `� '� z � / Q p = (D Cocd N
QI V_ O \ 1 \ th 11 `� / A l
+.� Ncn M c
ir— co
r*- bti
m Z COVEREDPORdH 11 = �, r
' 6056 I , 11 I - - 9 0 " ' ' ' •U cc
CID
' , ,1 p 13-10 I 0 O EW IND 2141% /, 2\4": 4'-5'4" i i LL ��i {•-
9-3/4 ___-_-___-' M M M 1--03 " 1 1 1 '- co
T `_ 0
---------- ---------- " Q- Z _
LL
, fl 1 11 1 $ " ' ' '
51-31/4" 4-0 4-0 -11/a so5s NEW ooR ,
o I10 A 7' 23�" 7'-23�" 1 "
2'-6%11
f- �
1 1 "L
1
IIO
- 1 1 I
.1
of
°' OPEN A RIUI�II x 10'-5%2" 1 1
o TO BE OW � � _ 1 0/ __ z U
' ' ow
' �• COV. ENTIRY "� ��
1 x _ _ w
x x z
1 1 - -- --- ------------ ---- ----------'----------- - -�--' 11_011 2 Z
'--- --------------------' --------- ---' O O N — — — — — i_ CV CV - -- o <
- V �
I 1
a
WOOD BASE TRIM; 4\ Z
' C'7 (SEE ELEVATIONS) O O Q
" -----------------rl ------------ w
g-31/ 8-11/ 7 2/ 1 7-2/
' 9-1/ � w ¢ N N co
n 14'_5'/2" ; PAVER STEP ; 1 ,-8 Y2" ' 3 4� W M N 0
18-3 mZ �
I
'1 1 2'-6" 6'-9'/4" 6'-53/4" 2'-6" 10,_51/21, ; 41_3" 51_5,/2,1 21_8,1 61_211 w ,� ' o
1
7 cm
32-8/2 1 11 1 " 1'- " 1'-0" 1'-1 ' " = O v N 0
1
1 -0 1 -0 0 0/2 V L)
I
9'-3'/" 8'-11%11 2'-0" 1 p'_5'/2,1 21.0" 41.31' 8'-1'/2" '-2" 111_0,/11 z
1 1
PROPOSED SECOND FLOOR PLAN ,
18'-3" 14'-51/2" 29'-6�/" cn U coo v Z
1 ' w = r Z 2 U- G
62'_31/" 00 N g a
1/4 = 1'-0" '
1
1
1 U
PROPOSED FIRST FLOOR PLAN, W AT F T HEAD HEI HT UNL S NOTED O HERWI E W
NOTE: 1. ALL WINDOWS AT 8 FOOT HEAD HEIGHT, UNLESS NOTED OTHERWINOTE. 1. ALL WINDOWS 8 00 G S
2 ALL FLOORING TO BE ENGINEERED HARDWOOD EXCEPT TILE IN B4►THROOM.
2. A4l FLOORING TO BE ENGINEERED HARDWOOD, EXCEPT E IN 0 w
• CH FLOORS WITH�WHITE RIS S. 1/4" = 1'-0" M�Q►STER BAT OOM AND LAUNDRY ROOM. U m
3. STAIRS TO HAVE STAINED WOOD TREADS TO MAT 3. STAIRS TO STAINED WOOD TREADS TO MATCH FLOOFS WITH O F°
SPINDLES TO BE WHITE, HANDRAILS TO BE STAINED TO MATCH FLOOR.
A W1'IITE-RSI NDLES TO BE WHITE, HANDRAILS TO BE STAINED TO MATCH FLOOR. Z I— 1,;
1- w
4 � Z a
= W V L w
M
m � 0 o
O Q v° z
L) }. a
0 w 0ii
m FIM
—
u
THESE PLANS WERE PREPARED FOR ONE SPECIFIC PROJECT FOR THE CLIENT LISTED IN THE TITLEBLOCK AND ANY OTHER USE IS PROHIBITED AND VIOLATES COMMON COPYRIGHT LAWS.
c\1 0
O
W �
Q
d w
4-+
ARCHITECTURAL . 0
ROOF SHINGLES w z m
u. w o
- - - - - - - - - - w W UL
—JJ O
JAMES HARDIE W U o
SHAKE SIDING
'^ L
12 12 m � �
30" W � 4 J w
0
Top of Plate _ _ _ _ _ _ _ T p_of Plate Q O
BRACKETS 3Q"o�H� JAMES HARDIE kill , � U a a
uj
DECORATIVE SHAKE SIDING / m Z a a
HARDIETRIM CORNERBOARDS O
+ w
' �
METAL ROOFING
a - 12 12 RCHITECTURAL o Z a z
rn 48f1 4 ROOF SHINGLES �' 0 w
Top of Wall _' z >
ED
r _ OQ r
NZN
Top of Subfloor
1
_ lop of Subfloor Z =
To of Plate _ —METAL ROOF �
Top _ _ _ 12 _ _ _ _ Top-of of Plate U U)
r , r , r , r , r Z Z
r �
_ _ - Zw
- - , , , , , , , r , • r , r , r , r , r , r , r , r , r O
CRAFTSMAN _
C
COLUMNS w Z `°
Q w N
- OUTDOOR - STUCCO FINISHwi
0
jopof Stone - _ . SHOWER + r
, r ,
Top of Subfloor _ � � � � � � To of Subfloor O
BASE TRIM - - _ _ _ _
— - - - - - - -
- - — ON COLUMNS - — Z m
Q J Z
Ste. W
z N
36" PRIVACY WALL
Z
wZ
PROPOSED RIGHTELEVATION � w
U �
Ow
1/411 = 11-011 p Z
C/) w F- E
WE V
J F N U
LL H o N
T
U) W U N 9
= U U 0 N Q
CMZ � mw �
OC = p o 'a
}-
I- ~ CL � w
DECORATIVE BRACKETS w w
- _ _ JAMES HARDIE — ARCHITECTURAL 0 H
SHAKE SIDING ROOF SHINGLES W 0
CLW
W Z
METAL ROOFING —
w4
� Z E
12 12 DECORATIVE BRACKETS O Q E
4 � 4 Q4 Z � a)5M
N �N
Top of Plate_ _ _ _ _ Tod of Plate w , 6- aD N
mmco
_ -� .V
30"O.H. Ur �/
co
STUCCO FINISH u-
DECORATIVE cdDECORATIVE BA D BOARD = - _ - N Q
r METAL ROOF O
EXTENDED MAX. OF = D
48" FROM STRUCTURE RCHITECTURAL CD �—
+ ROOF SHINGLES 0 .c
To.�_ f Wall _' '
z U
O w
i� o CRAFTSMAN COLUMNS Z
N Top of Subfloor_ _
12 _ � Tom of Subfloor O Q
12 4 - (�
Top of Plate_ Nic _ _ - _ _ _Top of Plate w
wZ
> (� N
cc w Q O
N N E
- - - - - - - - U) Z LCL C CV
T ,
1 - O r iJ
= N 0
0
- - - - - - Z c Q W V7
r m 0 .0 0
To�of tone +- _ - _ _ o co w
- — tt) U U Z
z0 �
- - - ; - , , , , , , - - r- ;� = 0
E3
Top of Subfloor _ �r
—AT
_ co _ Top of Subfloor Q
U �
- - — I I 1 - - - - Od0-
-%4z— - - - - - - - w
NEW DOOR Z
STYLE TO BE DETERMINED OUTDOOR 0 m
PRIVACY WALL BASE TRIM JAMES HARDIE SHOWER 000
ON COLUMNS SHAKE SIDING ON Z I- c
PROPOSED FRONT ELEVATION COLUMN BASES o �
1/411 = 1 1_011
00 0 0 w
00 Wu oil
o
0Q " z
u) w 0
g
THESE PLANS WERE PREPARED FOR ONE SPECIFIC PROJECT FOR THE CLIENT LISTED IN THE TITLEBLOCK AND ANY OTHER USE IS PROHIBITED AND VIOLATES COMMON COPYRIGHT LAWS. u
U
co
C,) C
� o
W �
a a�
w
C6 J
Z
. 0 c
W co m c_
as
III CD
ARC ITECTURAL "
—�,
ROOF SHINGLES — _ _ _ _ _ _ _ _ _ _ _ — W
� 0 U ca
,*-GABLE 12"O.H. W O
ARCHITECTURAL w Q C
ROOF SHINGLES w U a.
�
12 wm Ix
12 34,1 _j W o J
QO
Top of Plate _ _ — — _ _Top of Plate W aUJI
30"O.H. m Z ¢ a
1 ,
DECORATIVE p
JAMES HARDIE
/- ♦ ' ! `, ' BRACKETS Z
SHAKE SIDING / w
U
HARDIETRIM CORNERBOARDS - - - � a Z
4 ARCHITECTURAL _ - _ STUCCO FINISH q ZO a-
-o, ROOF SHINGLESCD
/ / , ,
48" u) >
' Toga of Wail _ _ 0 = r
= METAL ROOFING , ' , ' , ' , ' 'a ,� METAL ROOF
• - - - - EXTENDED MAX. - co
To of Subfloor - - - - 48" FROM STRUCTURE — _ --Top of Subfloor N Z =
1 , `` (n
Top of Plate _ _ — la — _ _ _ _ -Top of Plate 0 co
cA V!
DECORATIVE _ - _ _ _ ` vl
_ Z w
/ r / / I ♦ / r ♦ , ♦ r , , / 1 / , ♦ 1 / , , , . ,
BRACKETS 1 _ _
` - - STUCCO FINISH ' 0
o - - - CRAFTSMAN L
STUCCO FINISH - 1 `, I , I ! ! I r r COLUMNS J � 4 •
Top of Ston _ _ < r N a
I , I 1 ♦ I I f ♦ I I , I 1 ♦ ! ♦ / 1 I I I I I I I 1 / ! I ! ♦ I ♦ 1 / 1 ♦ I / I I , I 1 IL
_j AIL
♦ O r F..� LL
To of Subfloor _ M - — 0
Top — - - — _ Top of Subfloor Z m
- - - - - - - - - - - � ui
z cUn p o
Z
W Z
PROPOSED
LEFT ELEVATION 36" PRIVACY WALL w
UW
1/4" = 1'-Q" W
O =
,. w F- E
w � V 0
_ Q ci
, H J z N
W H 0 `°
0w N
r (� O
cn — U N9m
F- H
= V W I cm o
U_ Z o � J
� = 0 � Z —
� .o0a
~ ( a u.. w
� W
ARCHITECTURAL a =
ROOF SHINGLES — - - - - - - - — 0 p
aW
W —
O —
w --
mz E
DECORATIVE RACKETS 12 12 O Q E
4 � � 4 Z � SUM
ToQ of Plate Q o = (D as N
Top of Plate — - �"' w rn m M
JAM S HARDIE 30"O.H. OF� � � •� v
SHAKEcc
SIDING W/ � 00
cts
HARDIETRIM CORN RBOARDS JAMES HARDIE Z h}, O
SHAKE SIDING W/ O tz M Q u-
0
HARDIETRIM CORNERBOA DS U +
c� DECORATIVE BAND BOARD o •i
METAL ROOFING (o Z V
STUCCO FINISH is �a N 00i w
` Z
� 4 � � � DECORATIVE
To of Subfl or 2 z
Top of Subfloor 12 —- p O Q
4 � - - - - ' - _ ` _ ` _ ` _ ` _ ` BRACKETS U
r / r . r / r . r . r ♦ r
Top - - - r r I r
To of Plate 1 __ _ _ op of Plate w >
01 11
H Q
r ♦ r / r . r ♦ r / r ♦ r . r . r / r BEAM
�/�
, i , i , i , i , i , i , i , i i r / r / r / r / r / r ♦ r ♦ r / r / r , , , , , , . r . r V♦ Z
STUCCO FINISH —
1 w
�w1'� O M c O
i , i i , i / r / r , r ♦ / r / r w, , , w `/
N 34 N V
� O
r i , , i , , i i , i , r ♦ r / r / / r / r ` ' 1 I r 1 , 1 l
Z 0 .. O
..W c� W � (aj
r , r - - - - - - - - - - - - - - - - - - - -
(n U Z
♦ r / r , r , r / r / r ♦ r ♦ r / r r r ♦
coLO O �
N O
00
To of Subfloor i
W W w O
m m Cr a
Q HIP Q 060 C7 Q
t c C
` tF Ekt e � F4 ` t ` SEI"
GABL E kf tfF F$ { fff ! fl jkk E
Z
t F r E f
f1 if Ft�(7E
{}ie€EE2I
\•
O
€ H 11H,
H1 111GA13LE
UVl
WZ CO
a, U. WTABLE R301.5 MIN IMUM UNIFORMLY DISTRIBUTED LIVE LOADS = i
(In pounds pers u re foot) f W W
Aa!ng surface guardrail maximum 4•sphere
cannot pas through-p3121.3 VOJshawn /
EU
exception-
trangular space ata LiWso that a Q•sphere cannot pas TTCL 7` NJR312.1.3 exception#1 J
36'high guardrail w handrail required-R311.6.3 LOAD 2 12'F4 1
I "J
reWired
when L)
deck Is over 30' pen stab guardrail maximum 4-3/8'sphere nnabltable attics Wltho at Job 10IL
F f F E f € € f F I E € E F E 4 € €
above grade cannot pass through-R312.1.3-exception 02
_
Iiff'1t� F€ tEftt
W m1
CO
R312.1.1 gn0
Z
bl�Wble attics
and att7cserved with fixed
P stairs 0 W
W
t�€{i £ � i i � � # � i ! � t� s t f i F i ° t E f Z S � � i I €t i I I �•
i ••=LZ(�LT�YLy�
4'i;}iE f((SEFE-FF`=•-!tfEttfttF €:SFF w
... £F21 w�w....uw .�.wwwwww.ww.w.w.c.w,•w..w_wev_wvwww_._i_w_-,,�_._!E€Sf._,i�e
f=F Ef`FtRtf!1f;f1f€j
fEF3FfiiiffiF
tfEfEFfF
tf$(1
Eftf}ij!tii
fF,E
■_//)
U\
Se Balconies exterior and deck O O ti 12 4 1 211 �escapes 0 W U
AO�i
3/4 min.to 1-1/4'max.-R311.7.5.3 OOh F /� Za.
Qralsannrat ! t k
7,4•max riser-R311.7.5.1 f oh m- COOne ---------- wwwwwwwO
----—---------
----------
- w - - - ---v _w ----------
_ _ w mo-10°minimumtread-R311.7.5.2 Oaasseer vehicle e ---------w_ —ww_ W W
Z
Rooms other than sloe room 0 H HIP
1 17-
tWwtw
f w
{
W
1 I
Sleeping rooms 30
f
wwww w www ww w - __..____ww_ �w_wwwwwwwwwwww_wwwww_ww f
l i l $ { wEt f __tit f fj f
I t
3 S E i
}i � /1/ W a�
1 f i 5 ° E i ``` t E f i i I.L co a z
fE k wwwwwwwwwwwwwwww.----._wwww-.w_www,..w-.www,..www..w-.www-.w_w-.ww_w- ..ww�..ww-,w.wwwwwww,www,.,�ww,.,wwwwwwwwww..w.,�.�...wwwwwwww_ww._w_ww u.,wwwww�._ _w___wwwww___-.._,_ .ww�uwwww ! w_ i t }
I L J I I B J I ;f k � f E f �� E ,-.w�.,.r..�.:��_. ��u.�. f ; f € f f E # t 5 E f f f � { f z
� irs C k F [[ fw/ wwwwwwwwwwwwww wwwwwwwww..wwwww_-.w-,ww-.�.ww ww.w-,.w.._-.-.-..w-._ww_w�.�,w-.www-.rwwwwwwww-.-.wwww-.wwww_.w-.-_ww-_ww-.wwwwwwwwvww w__ww�.�..wwww_ww_ww_wwwwwwwwww�_ ,-,_�....ww uww It t i R .-"_ww-._.._.-.�w4_ .., f E s{{S F t 5
StalrS O E k [ f f F _ wwwwwwwwwwww_w�.w-._ww_-.-.,w.,. 7 � Sf � � �� f
E
wwwwww w ww www___-.•.w-.__-.w_-_-.w-_ww wwwww.,w_w-.w_-,ww__.ww_.:_.._wwwww-.__.wwww www..wwwww-.w-.wwwww_.._ww w w ��..w__w ..w_.w t w ., { t � F
!� E i F E w _ .w_ww__..wwwwwwwwwwwwwwwwwwwww_w E E
fi ; F f F gf f w. w wf 6 { f f€ f € f i {€ f O
w.---,.ww_w___._-,-._-,wwww-. .__ww.ww., r t f 2 f i F -ew�.e�....a-.e�-u-.w. -.ew�. � t E S E S f E f E � � F t § F [ W
py�E k www.-..www�.www_w.r_ww-.w_-..w-.wwwwww--.ww w_w._w."�w..-.www_.www-.www_ww-_wwwww_w w_wwww-_ww_ww_- ._-.-.: __._w..__wwwww wwwwu.w�wwww-.w_�.w-.,-_� t''tt ! I 1 k _ _. _ --� 55€ f f /I S E ■///�/
— _ — ¢ � k � 7 www w w f � t � £ -._�..w�.�..-.w��...�.,�..ww-.wwwwwwwwwwwww__..-,..w__.wwwwwww- 5 �I
_ [ t S F ii 5 55 t ( 1 § III
k t t t
E F
F 2 t 2
F f F £
7
For I.1 r 0 04791cP 1 h-645 1 __ww__w�___w_wwwwwwwwwwwwwwwwwwwwwww_wwwww wwww_wwwwww ww wwwwwwwwwwww wwwwwwwwwwwwww_ww ww_�� _w�wwwwwwwww_ww__ F _.___ F
o S . pound per square foo a, square inc rrmiz, pound 4.45 N. f E; w w w ww_wwwww_ww wwwww_w_w_w w `; [ _ww w_w__wwwwwwwwwwwwwwwwwwwwwww_ww__wwwwwwww f f f
g {g
wEw
Z
f f t E -.w.w-...ww�.w www_.ww_,-.._,wwwww-.w-"wwtiw-mow "w.._w uwww_wwwwww-"w-_-.w-_w-.ww,..ww,..-...-.www_.ww-_ww-,•.w ww-.w-.w-.w.•._....-,-._.wwwww___.w ww-.__.ww-.ww E t -�"ww-..�..-._w.,..w,w,_,.., _.-_w...._w.w „.......� } E 6 € t C t iF(E t E t
Q T
f l t f { 6 E F t E !
{k fffE �E #i !fEg !F;}f fff tEif1 �[ tf�`�a-,-,_ww_nwwwww�ww.w___www.�=_.�-_._ww______-w_._-___4___w___www�w-...ww-_w-www-.wwwww..www_ww.�w.�w-_.ww.._.w.-...w�www-_w..ww-w.-w.__.w�-�._ww-..._w�_w.__c..w_._____-._ww�_,�___www_�ww__._ww..w--...ww_�_www.w,-�...w-w.wwwwww_www�-«_wwwwww_w_ww,_w�wwww_w...www..-�..w-uw.w._www.-.«ww.w.�w,w._ww:w..www_,w..w�w.wwwwwwwwwwwwwwww wwwwwww_.wwwwwwww._ww_www.�wwwwww_--.w�w._w,-..<wwww_��.._w_-_ww�.,w._-._•"_-.,.w-�-._,ww._w,�_..__._-.w.w�.�_-._w:w.w.4_w�ww wwwwwtf! Ef € ft � tf2 1k Sff'tPk _ E t tft _,�-_.�-�".w_.�w�..-_..."nwnww_w.u..w.-..�w_w__._w��._�wwwwww,,w..wwwwww_www-w.w,�.,_w.w._www_w__,...c_...._a..._--_u._..w_._-c�._w�._.w...�__,.w_,_._,w...w_,w..,w_.w..,www-.www-.wwww..w.w_.w,w_ww_ :w__ � 2l€ 55EFS
ttfE!
## 44qq¢
ti fF;
!;I
o
--------------------
1 1/2'min. 1-1/4•to 2�aw a Fvated garage fbors shall of supporting a2000pound load applied over a
20-
handrail 1-1/4•{.2° square-inch area. _
_
,wwwwwwwwww.w__ww_____�_______.______w_w_w_wwE
min.14•diameter recess within 3!4• E
w
! w k ,
low than 4•spew yy w^. b.Uninhabitable attics without storage are those where the maxi rnnclear he betweenJoists and
FkFkfE 5554£R pp24'4tEE tFE €55Skk[k.„v4j44P}-.wtirfffw�ww.ca�w,w�_e,wcawww-.«ww-w._wvwwcawLw.tvwwwww�w_cww-wwww.-ww.._caw..w-.www..._-.-w_...wwca-w..-_w_..,-.wca-_..._w.,..www_w-_ew-,.-w-.ca..www_w-w.wc.w..ww--w,.�...w-._w,..ww.-..-.w.-..w-w_.w,w_,.w._w•-_.w.w--ww..,-ww..ww,.w.wwcaww,wwwww-w.--,-_w..w-ww.w-,._w«w/-caw.ww..ww--.wuwww_wwww,.--.w._1_w.w-_,-w..-...w_-www.w-2_w_-w..,,__ca.wca_w-w._._,.-wu-.w_w�.ww_ww.w.w-oww..,.ww__ww-..-.-.w._...,..wuw.,,.ww,.,__-,ww,N«..w,-,w.-w.,w..,.w.w..,www.ww.-wwwwww.w-.www.ww.weww--wwwwew.-w�_ww.ww.w,wwwwwwww.-wwwwawcw-ww w.ewwww�-w w4w_.ww�w..www.wwwwwwww-www.wwwwwwStw-w.wwcawwfwwwwww.w.wwwww}€4wwww-kkkkw.w-.wFtttt ww4-_ww�f(F tfF�w�Ek}!t F� Efk tiFt1t�?F€fFFEfftkESEf� €f1tfE€tE€: t! €f€E(F2t
fE{{EfF
£Fc fttE €4q41
1tf! {PP€f t1fEt
?€ w_ww"-.....i"-_-...v.,-.__.--.�_e..�_._,_._-._w..-___..e-w.....,,.w.w.--_"_w.-.___,.�_,.._e-..,.-..____amo._._.__"_._w..,,..-w.-w,�w.w.�-�.www:»w,w�ww.wwwww.w.wwwwwwwwwwwww.www.wwww___wwwwww_w__w•_.._,,-,.-_..w.,.,_-_w,.w_.-w_.w_�.w,-.__,._.w.--.-.c__.-._�-..w_._,w.��_-.w..w.hw._w.w_.w_-..w.._w"w.--_w_"www-www.ww_wwwww.www.w,w,-w.w..,w.ww._.w-.w-ww.w.w.www.ww._w_ww.w-ww.w.,-www.w,w.w..,Y.wwww.ca,wwwwwww.-,..".w.-,...w.w.w.w_....w.,,...w.ww-ww,_www_w-ww.wwww_w.www_f w_.w556ww_wwww€Eijtw,.w.wE€www...FF f iftfE
f}l{t
fFffFf {#F
f?FtF(+
F1ElE€F€
ZQ
topQ
between horizontal rally 2x rail __.___ Ohandrail with grip rafters IS less than 42 orches,or where there are not two or more adjacent trusses with web -___-w 7 / 12
t
grooves vertical rails
___-caw___-___caR311.7.6.3 configurations capable oaCCOdatllg an asscad rectangle inches high 1rCheS It .w4
widthor greater,within the plai ie of the trusses.This live bad need not be assumed to act (_!
_--------------- zTSr sir HanraN Type 2 Stair HendraNCOmaCU�riE Lrvwith any Other 1LYe load requirements. ww _w-__ _ -_ OZ
c.
lndivdual stair shall designed for the unifo--- distributed live bad or 300-pound
J p
CO
((f!fft
.www-wtjfl2w
-ww-_fFEw_wcaw!=w__�w.www__w_EIfli_._wwww_
-.
w�w
E€FE
1fC?}
fEki45Eb5
-wE[
ww5f wftEw.w..f2I.-w,
caw,ww,w.w.wE.w.w
wwwwww.fw,.
cawwfw
wwww_w
.w.www-wwww_wl w
PS[
i{
fffF€E!E
�w
concentrated bad acting over area of 4 square inches,whichever produces the greater stresses. f 4 RI DGE
zE } ZW
F1. Landingand stair illumination is required per R303.7 � € FkE 1f fF€ f 1,F $ =d.A s��concentrated bad aPlied in"`, direction at"7� clot ab�the top'
2. For glazing in guards and railings see R308.4.4 HIM fwwww__ wwwwwwwwwwca3. There shall be a landingor floor on each side of each exterior door. e See SectionR502 2 for decks attached to exerior walls. Z
The width of each landingshall not be less than the door served. W Z
f Guard cornporerts(all except the handat7},balusters and pawl fillers shall-be k / 12
Every landing shall have aminimum dimension of 36 inches measured in the Ff f5t� 4 / 12 '
designed to applied pounds i square k t I
direction of travel. Exterior landings shall b@ permitted to have a slope not to _�- wwwS—
�w_
-
1Lac/d�6
foot.This bad need not be asst to act concurrently live badraquirement. if
-percent). R311.3exceed 114 unit verticali 12 units horizontal{2wwwwww4. Stairways shall not be less than 36 inches 914 mm`in clear width at all clots { ..w..w-! ?g.Urahabltable attics With � d Storage are dose where he naxirnclear height betweenJotsts COCL
�
if
EE{ S{ r€Ee( € F E
f
� Q
above the ermined handrail height and below the required headroom height. iand rafters is 42 inches or great r�or where there are two or more adjacent trusses with web
Handrails shall not rotectmore than 4.5inches oneither side ofthe stairwa and the f oZco tions capable ofacco da�.��anassumedrec+�n6--42 inches in he' b 24 inches in
minimum clear width of the stairwayat and below the handrail height, including treads widthor greater,within the p of the trusses. I• •`i
and landings,shall not be less than 31-1/2 inches where a handrail is installed on one side €
and 27 inches where handrails are providedonboth sides R31 1.7.1
I t }
The live bad need
o�3be applied to those
hose Portiors of theJotsjoists or tuss bottom chords
hor s where a0f EEEEEE€E€2EFE€E
Ei-
kELEik€E� FF!F!EFkE
E
kkkfEk1F}E{ ttEEtfEkFt!1 fEE}k2tti2fft
f2ftEkEf{F�
EEFfitEFt1Fti
tEtfF€Fti
€fas{ k!t!fS!!t!t1
Ff!ktEFFtftFi
{FE SkE!kF!!!!ftEfF
Fft�FIit°i
ft!
!1fk!ttft
€lfE_{ffiFE
s wwwwwwwwwwwwwwwwwwww
_
c{{_.
-w,_--
w�5iFfw
wg8€€a=w
wFSS�
t'
ff)tFFtFt
{£FIEqq5E5E
iSft!
?F63�iFrf
1EStE
ftEtE
f7EFrttitF
€6bE
r€
f
wwFfEFE[
wwF(f
ww55
{F
w
€t{w
wEiE=EFw
w{efii
ww'.ww_fF.
caw
..
f
E
fFE
�
4F{
FttE
Ettt
�Z
�
rQV,
m
f5. Handrails e provided on at least one side of each continuous run 1H
the folbw' cond>tom are le Q WZ
of treads or flight with four or ore risers R311.7.8 4 / 12t CO6. The minimum headroom in II Parts of thestairway shall not be less than 6 feet 8 inches 1.The attic area is accessiblenot less than20 inches inwidthb 30 inches in
measured vertically itom the sloped line adjoining the tread nosing or f rom the surface Vnle that is bcated where the ear he� intheattic is a ruramof 30iches. t F ___w
! F wca----------w_`_- HIof the landingor platform on that onion of the stairway R311.7.2 i i W
7. All exterior decks exposed to the weather must be protected from decay 2.The slopes of the Joists or s bottom chords are m greater than 2 inches vertical to 12 units w __ww______ Z
lnrizontaL . _.__w____
w -- __w___,caw-_-__wwwand shall beb use of naturally durable wood or wood that is preservative-treated f k f I ! E E k E ff k lE £ k W
LL!Q"�i
q f F
?6 4 € € F F
Z t [
f t t 2 S S
t t k k f t t ?
in accordancewi h AWPA U l for the species,esProductpreservative and end Mse
k
k t F
�
{
4
€
U
�
{£ E F t e E
f 5 E F ttj i
t € k t f 1 E F t
EeE 1
2 i w
t k f 5
5 ! 4 €
f f f
€ € E f
ptt
!€ fk t
f kF F f
f f1
EE £f
1 ! tf1
ft f F
ttk €
{
f S
4I
€ � t
f
7
FE
O
W uss bottom chord mambor depth The3.Required insulation/n de thless��.n the or shat be listed 'n Section 4 of AYPA 1
4
F Z ($ ! f
€ 55 f t
1 F f
f t f
(( F 1 k
E 4 f F F
� i E
¢ 5 t F
2 1
F
E ! F k €
}p rt10ySOf the joists
r}�L�7
bO�}orn chords shall be designed a L��u��� tWuted8. Handrail ends shall be returned or terminated in newel posts or safety terminals. l3t
EERtt � 2{F E tt F sE{ i fEc fE�
z
If
AFsz(E($Fft?■
LE
concurrent Live bad of not 10 bftZ.
-1/2 inchesbetweenthe wallHandrails adjacent toawaII shall have a space ofnot lass than
wvw.wwwwcatttwwwww.tw.wle�.€ww.`w
.ww.tf
E1.
www
wwww:wwwwwwtiki
4wwwwwFF_ww_EEEEw._
_wca_wSwwww..tttFw
.._w.F
{FEqF{tE
$$f 1{{{s
x}tttF{F
fEif€
tS IfE
tt!({{
FiF w_w
w[f_
ww{
ww
w_fF
_w_wwf_
ww
�wf?wwww
_
tt1
,
_tfIt
EiF
1SEfFtE
FiE
f({$$!
{3=Ffftt
f€#
{F
UU
WYWW
ww_w_,w__�w_ww_www___�caw wwww �and thehandrails h Glaang used in handrail arse lies and guards shall be designed with a safety fctor of 4.The _wwww_wwwwww__ D
�
IQ-
COT
Q
W
safety factor shall be applied to each of the concentrated bads applied to the top of the railETAI ,and to J ----------
TYPICAL STAIR AUAR L the bad on the in-fill co one .These bads shall be determined independent of one another,and __caw _wcaw 4 12f RE H sI N/ 12
bads are assumed not to occur with any other live bad. Z O
_ ___ww_ww__- ____
wwwww__w_w _ w----wO 5HIPNOT TO SCALE LL lf O Z CO t 9www,ww --- w___-_wwww----.-- WH f co N
J_
ca _ � -- ��� « �r�_� �� iC- w �
� _--------- ^ Z
I � � � HIP 00_
------------------- : j I f 4 -- _'W.�--. _
„www-w_-_w V�
------------------_-------I--,- '
----
/
w�
0
www�c�uww_wwww wwwwwwwwwwww_ww__.. _www E = F F H � O
f wwwwwwwww wwwwww_ww w___w._ _www___ H I P w ww_ww ww�wwww_www _w___w_,_ __w_w_ 1— a v_ w
WW
/ 1 _J 0 0 �
m m lX O
Q HIP Q a- W
0 W
W —
o —
--
ARCHITECTURAL ROOF SHINGLES PROPOSED BIRDSEYE ROOF PLAN � z E
3/16"= V-0" O E
7/16" OSB ROOF SHEATHING Z O CTSv M
QD = (DCXSN
CONVENTIONALROOF
=
�mM
RAFTERS & CEILING JOISTS W
0 -- - ICUDC w •�
� }' n„ CU
12 12 z M Q I L
4 � � 4 0g
30" EAVE OVERHANG ► _ _ _ Tod of 2nd Floor Plate � �— Cl)
(TYP. SECOND FLOOR ROOF) DECORATI E BRACKET O -�
z0
O w
JAMES HARDIE SHAKE SIDING - - Z
W/ HARDIETRIM CORNERBOA DS _ 2 Z
ARCHITECTURAL MANUFACTURED 18" FLOOR - ' Top of Stucco W >_
ROOF SHINGLES TRUSS SYSTEM BEDROOM 2 BATH 3 BEDROOM 3 ; . ; Partition Wall X Z
METAL RO F
12U) Z
= co W -
-OPEN RAFTER = = �? W o N o
PERGOLA SYSTEM �. 1 - " __ Tom of 2nd Floor Subfloor W O Q �, N E
E o
Top of 1 st Floor Plate _ _ _ _ _ _ Top of New 1 st Floor Plate _ =
U. r o d
EXTEND EXISTING 1st - - v o U 4 N 0
o Top of Existing - Top of Existing o v a N
N 1st Floor Plate - FLOOR WALLS FT —DECO E BRACKET 1st Floor Plate N z o a ° o 0
PERGOLA BEAM _
oc � � z = ao
. 1 . J ♦ 1 ♦ 1
E E
TRADITIONAL 3 LAYER , - - - - - U O �' g a �'
- n_ _ KITCHEN 0 Z DINING OYE - o vo Q
HARD COAT STUCCO FINISH 1-�PE, .AAI , p STUCCO F ISH
o - _ o a-
0 �— - ON COLO S b w
- , (PERGoLA � Z - _ I-- �
00 - - - - - - - - - - - - ao
♦ / I I 1 ♦ J %I ) %♦ 1 I 1 W ' 1 �' Z W
o
Z74
m
Q J - V
O ,J
I I 1 I ! ♦ 1 I 1 ♦ 1 ♦ 1 � ♦ f Z
Top of 1st Floor Subfloor _ _ _ _ _ _ _ _
' WOOD BASS ON -
_ Top of 1st Floor p p a w
MAIN COLIMNS Z
W U
E m �
EXISTING CONCRETE BLOCK
"All O Q
A SECTION A 1st FLOOR WALLS w49
0 :0- "14CO
1/4" _ 1 1_0" O = a
Z
o
THESE PLANS WERE PREPARED FOR ONE SPECIFIC PROJECT FOR THE CLIENT LISTED IN THE TITLEBLOCK AND ANY OTHER USE IS PROHIBITED AND VIOLATES COMMON COPYRIGHT LAWS.
U
LO CD
C
W ca
(3 0
a LL
O
C6
Z
O
W Cl) m cd
U- IIIo V
> 8 1~
❑ 0
J W
W Q
UL U
W Cl)
LIJ
m �
J > IJU
= 00
W Ix W
op z CL
¢ a
4w
Ww
2 U 0 c W
I— W 5
Z cWn a zz
00-
coW
Z Q T
O = Q
F J O
WOOD FRAME CONSTRUCTION WOOD FRAME CONSTRUCTION Z Q
CODE COMPLIANT WINDOW INSTALLATION METHOD (FBC-R"103.5) CODE COMPLIANT WINDOW INSTALLATION METHOD (F5C-R7O3.8) 0 =
WEATHER RESITtVE 15ARRIER(WRQ)APPLIED PRIOR TO THE WINDOW INSTALLATION. WEATHER RESITIVE BARRIER(WR15)APPLIED PRIOR TO TWE WINDOW INSTALLATION. 5 - 1 V co
FLASI4W.s APPLIED THE FACE OF TWE M0JNTINGs FL.ANG�sE. A — ] PI-ASHIWs APPLIED THE MOUNTIWs I"LANGE. C0
N UATM SING FAS14W 1, WINDOW Z 0
sTA Afi TE BABE vl• �
THE WALL 4 WORICM IOWA C* N WATER SH MOM FASHION, $
THE TOP,INSTALL TWURS ..v ... .v. .4. STAXTNG AT THEE BAU OP H>QaIICxH WINDOW JAMB Cl) Z
TO TFACE OF THS THE WALL 4 WOWING TOWAIClS
SHEAVING. [ SEALANT BEAD TO THE RAS OF THE WRB -___-- _.._..... .._ .. Q W
APPLY SILL FLASHArtfs(4*rb") NE41IND MOtiNTNG _ CC
R-Al �, SWATWM L
APPLY BEAD OF WALAM Q APPLY SILL FLASHING(•-orb") c ❑
AT BACK OF WIFCaOW
FLANGE TO 41EAD t 9 OTW f APPLY JAMS FLASIIt4 co
T
JAMBS.APPLY A SEAL THE WPI FRAME TO OPENM s �� W Z 0
D�I-Aa TO APPLY A V NOM DIA.TO THE BACKSIDE --...:..f....� O APPLY DEAD GR SEALANT �` � W CM
ISORTOM K144GE LI�AV1NCa .,_._.._.._... `�"�` AROUND THE TOP 4 2 SIDES ` N
(2)2*GA f OF THE FLANGE.N LIES E ,...., -_- _ OF THB BACK SIDE(INTERIOR - ❑ 1 to
WITH ANY PRE-PI.lc"w HOLES OR SLOTS.
E 86t14PAt.E)OF ttNNpCXU •-
WT W 0 USING PAN HEAD MOUNTING FLANGE.
BCPVJU9 TOPAGILIfiATE E Fl..A6HING
EYBPECTIOtt SC
APPLY DISCONTINUOUS BEAD
a,�AMB FLA51-Itis SEALANT SISTAD EN OF WALANT TO BOTTIOM i � >
APPLY JAMB FLAN4NG APPLY CONT.SEAL TO THE MOUNTINS FLANGES AT FLASHING AND MOUNTNrr FL.ANI'iE. FLANGE,LEAVINS(2)VGA",
� RLASHNC# � � II <0
THE TOP(i�AD)AND SIDES(JAMBS)OP'tWNDOttL _ SEALANT BEAD r'J>rTWEEN LL gEaD OF SEALANT 71-e INSTALL Il31NDCaUI
! JAMBFLASHIN+k�INTO$&A-ANT AND FASTEN APPLY a VNOM.D1+4. MOUNTMGs FLANGE AND �
AT HEAD IN (FLABHRVGF GDS OVER SEALANT) OF SEALANT TO Tie FLASHING.
APPLY HEAD FLA'M�ING APPLY BRAD CV AGRO"fi 40 FACE OF SEALANT E+AGK8IDE(INTERIM OF THIS 0
` MOLNTM FLAMM AT HEAD MOUNTING FLANGE AROUND � Z m
mm"PREVIOUSLY APDL THIS ENTIRE PERT!£R.
TAPE,ALLO NS WRB TO LAY
r� APPLY MAD FLASHNGfr PLACE DEAD N LINE WITH
ANY r'IRlD HIQLES II FLASHING AT HEAD 1wXTENDS Q W Z
APF`LY NW SHEAT14NG TAPE FLAT OVER HEAR FLASHING
RSMQVR FMREVIQUSL.Y APPLIEDOR SLOTS. ,t�` �_I"BEYOND JAMB FLASHING.
OVER DIS C.tfF 8E$ _ TAPE.ALI OWINt4 WR!TO LAY Q !—
' ^ f SECURE WRS FLAT OVER WEAD PLA6411Nd.
' AT HEAD APPLY NEW"AT104 TAPEO
OVM DIAGONAL CUT-GENf.''. k ,, � V)NEAIa FLASI.IING Z
f .. PIAORAM, APPLY A CONT.SEAL ALONG W
MOUNTING FLANGE AT THE Z
HEAD. FLASHINGr 00E8 OVER
SECURE • MOUNTING FLANGE. EMBED W
-HEAD ` I \ BOTTOM OF HEAD FLA84Wa 1
\ �+
f M * FLAbFINC9 AT Heap E'satTElJt?8 I" AGAINST SEALANT(FLASHING
-.~";. :.{r t ,- ~� C40ES OVER SEALANTz W
BEYOND JAMB FLASHING �. ; ,.• '` i "� r EXTEND HEAD PLAS14NG O
BEYOND
FASTEN N ACWftAJr FLA8WING. ❑
`` �4Af FL�45HINC� �''.1 r j I w':,.r J r- ' W ❑
BOTTOM OF THE WtAD y } i W ~ O
U
FLA8HNt6 AfI�AM&T THE PIlEVI0111�L1" j W 0
APPLIED SEALANT MASHING 04ES
OVER 6EA.ANT1 EXtETIG HEAR i E
FLASHING BEYOND EACH JAMB ,,- I II
, _,I ~ N v
I-L.ASHING`PA8TEN IN PLACE. Z
A 6EAL ALL CORNERt!OF � � �
' I C ,•` MECHANICALLY JOINED O O
I ✓F.,f t I fes,. A I i�kTM#NC?JAMIa FL A41M11Nt� ,,- I f I I FRAMS6 T SEAM �FIRAMIM O Z M y
.- -' TO OVMA"0LI. A Cl) _W U N o .o
I ,.-. -
OIL Aiillwa ,.. FLASFIlNtL. III;?tT'IEND I r,,�.. � ' �— J �' �' '" v
EXTEND J"r'�.ASMIINb1 TO ( ,` I (sem)�V SRS,► ` _r I r� ♦, O 0 CM
OVERLAP SILL PLABHMG. TUCK TOP `` I / OMK MetY AT HBAD. I'� ,�''j `` '� = v v V � �
OF JAMB!°l.A1lHING�UMDIER THS:
FLAP APPLYSEALANT Vr (jJ 0 O
CSF WARD AT THE HEAD,SEE DIAGRAM. Q II,"?' � ( /� SEALANT' IRlA a AT �, '` � ( �/ / � M � � m Z 0
ToMPORARILY HIOLD �' LL
J
I 1 PLASHING IN PLACE
UNTIL IURd IS APM�L.IED +?'� SILL FLAW 4 j = O � o
J:
SIt.4.FLASWNGW CL LL W
,aw�r `i•
� i SWIM AND ADJUW WINDOW TO ACHIEVE OWAREi,
SHIMAND ADJIIQT WINDOW to Ai V1 6QUARE, r. .
PLUMES AND LEVEL CONDITION. �C�C�rROel10N , PLUMIS,rdNCx LEWL CONDITION. U8E CCC7SICN W W
ABs PUMSTANT FAST. FASTEN wI1 PE4k 1RESI8TaNT FA8 i ASTEN WINDOWPI I1°°ER CL
r? WINDOW MA PACTURELR SPECIFIGATIOW , WIDOW MANI ae:TURER FASTENER 8P°lCIPICaTtdVS. I
I
(DwE THER IRESOUNT OOC 0
WEATHER MCIIE14NI
DAMES-WF`'��, �� I I AT A 46 p�fW 04GLE,GA1WFULLr CUT THS
aW
AT A 4!!DEe ANGLE,CAR�IJE.LY CUT THIS BAWER ON A DIAGONAL- GENTLY RAISE THE � Z �
I 9FICR ON A DIACiONAt.. GENTLY RAIdE THE
TVP K06E OF THE 6AIMIEIR UP AND TAPE THE �
i' TOP EL OF TWE TRIER UP AND TAM TiAE I TOP CORNERS ANO CENTER TO TWE EXTERIORw O •—
r .. TOP(.CARS AND C.Et+YfM TO TWE EXT'ERIO!! I �•''' ua�►SLI�M'ACE AI9C7YE.
WRC!sol Aca Aecva. INTERIOR VIEW H Z
'�' 1 r '" TOP LEFT CO OF `---- Q
.j
INTERIOR �iEU1 ,. CORNER wn�Dcxu 0
TOP LEFT CORNER OF WINDOW �.' '' 0 O
Co Z F- c�c)
Q ❑ N
NOTES: `� � NOTES: _ CC/)m c r)
� �_ L U
�'
sill porn timing 1, flashing to be tleble self-adhesive type(min.4"wide) ;. t° fit panashinp 1. tlaashir>!g to be fleble sed-adtre type(min.4"voids) W (f� 0�0
2. cover sill to at least co �i}-+ �'`
stoped depth of window,plus 2"onto face of vor s 2, cover sill to at least depth of window,plus 2"onto face of vorb Z
(Optional) 3. the pan shall direct water to the exterior over sill flashing p ajj 3. the pan shall direct water to the wdeft over sill flashing o M Q�
sill plate 4. install thing around remairkq window unit sill plate 4. install flashing around remaining window unit
5. weather resistNe baffler to form water dvadding laps •�:. ;�; 5. weather resistive bonier to farm water shedding laps � 0 .�
` ` Y
see note#2sistive , I sea note#2 t,1 ; Z U
„,eather r, Et SILL PAN FLASHING ,,, � SILL PAN FLASHING O W
baffler I NTS Z
banes NTS (optiona I3 Z
wall sheathing —'— wadi sheathing 0 z
U �
Pre parect b� 150AF Firet Coast Chapter 9-iZ-2013 Prepared by 150AF Firat C.oaej Chapter 941-2013 W >-
z
co z
TYPICAL B.O.A. F. WINDOW FLASHINGS ❑� W 0 N
SCALE: NOT TO SCALE
W0 aMNcoo
t W Z` : _j Cr) /0
LL
_Lj L) 0 0 N N O
z ❑
7Cf) co � Z V
OC L0 Z O 'G
T11
O ❑ Ngo 4-0
0
a.
W
Z
�
OW
Um
0
z ~ C
:3 —
0000'
1- z
J
z V o
❑
e
OQ ° v
z
U c ,�
O = °
W
z
x
THESE PLANS WERE PREPARED FOR ONE SPECIFIC PROJECT FOR THE CLIENT LISTED IN THE TITLEBLOCK AND ANY OTHER USE IS PROHIBITED AND VIOLATES COMMON COPYRIGHT LAWS.
1 1
WOOD FRAMING ' 1 1CD
oo, I
INTERIOR SHEATHING-01 R4-; cc$
00-
I HardiePaneO Siding
HardtePandt� Siding,01 � �
INSULATION 1
WHERE REQ' � � I � � I
¢ N
1 WOOD FRAMIN I a
I INSULATIONca 00
WHERE REO'D
' 1 1
I , , I WATER RESISTIVE BARRIER Z N.01 ' I HardleWrap or Equivalent 0
00
I WATER RESISTIVE BARRIER W
_ _ I ❑ �
1 , _ Z m
HardieWrar3' or Equivalent _
I LL W Q
' INTERIOR SHEATHING--w4 U V
I , W w
I •
I i ; 1 /00
❑ CL
I ; ; I W
00 00 00 EXTERIOR SHEATHING J
00
I 1 , WQ
I ; ,
000
I EXTERIOR SHEATHING I W
I00 00
I 1/4" GAP, DO NOT CAULK mJ W
00
I J J
00 00WINDOW HEADER I Q 0 L
00 Z-FLASHING = 0 w
1 _ 1 coV} U a ¢
- ; 00 I m Z ¢ a
0 a -i HardteTrllC� Boards 0 W❑
16 p I
od ° ° ° WW
0° 0 00 40° = U °` LU
a
00 p ��� FLASH WINDOW PER MANUFACTURER �"" W w
pp 00 o RECOMMENDATION Z a y a z'
FOUNDATIO
00400
$a oa MIN. 6" GRADE CLEARANCE WINDOW FRAME co W
p °0 0 � Z
d ap GRADE O = r
0 08 � °°° ° p �= J `= 0
p a o d
a � zQ
0 =
L) co
Z
GRADE CLEARANCE W iNDOWDOOR HEAD < 0
SCALE: 3"=1'-0" SCALE: 3"=1'-0" Z Z
ZD
W Z t°
2 W N
' ' 1 10 11 Lf)
1 1
00 00 1
oo 00 WOOD FRAMINGI ❑ o
1 1 i _ ; ; I J T `
INTERIOR SHEATHING i 11 V! Q
HardtePanefR SidingI 1 _
; 1 I HardtePan� Sidi `- I Q o >
- INSULATION 1 ; I § ¢
WOOD FRAMINGi WHERE REQ' i I m
HardtePan& Siding M Li
00
I WATER RESISTIVE BARRIER I i Z m
I HardieWraE3" or Equivalent ; �= 1 I
1 1
INSULATION i i INSULATION i ¢ W
WHERE REQ'D ; i i WHERE REQ' I �U o ¢o
' I WATER RESISTIVE BARRIER Z
I i 1 1 W
WATER RESISTIVE BARRIER 1 HardteWrar or Equivalent Z
00 HardieWra�' or Equivalent i ❑ W
BOTTOM PLAT 00 100 100 I 1 INTERIOR SHEATHING � i U �
1 W
O
1 1 00
i ❑
1 1 I 1 1 I W
I EXTERIOR SHEATHING 1 EXTERIOR SHEATHING i (n W V o
MOISTURE BARRI ; ' I I ; ; I
00 00 1 i WOOD FRAMIN 1 EXTERIOR SHEATHING = a .n
1 I ~ J Z N O
1 1 1 1 ; I (Y)
I 1 ; I 0 ~ 0 o N N
1 ' ; Z U � � �
I 1/4" GAP, DO NOT CAULK ----------------------------------------------------------------------- - I (n W N 01
--- - , 1
0 -- ----------------------------------------------------------
0 r
----------------------------------- 1 --
Q o a ° p p MIN. I" - 2" CLEARANCE DEPENDING ---"'---------- _ _
N
0 0 -- ; LEAVE APPROPRIATE Z W 00
., c 0
0 0 o ON SPECIFIC HARDiE ZONE ---------------------------------------------- -- .�- ; — '� W ..
8® ° o o ° Q0 - I i GAP AND CAULK Q m Z rn j
° a o o ATH / DRIVEWAY / i -F SHING i O ..
p P DR EW SLAB ; Z LA A A �=== I--- a a w
11
— OPTIONAL DECORATIVE I HardteTrt@ Boards W W
11
CONCRETE SLA ° oo
v °d cx? 0 i 1
MASONRY FOOTING ° o � o ; ;
----� -- ------------- ------------------ ----- ------J LL 2
0 0 0 ° � � I BAND BOARD 0
INTERIOR SHEATHING-4 i O
p og °°° ° I i I I I III III— 1CL
p 0 4 , , i HardtePandO SidingLEAVE APPROPRIATE W _
o v 0 I I I I ( 1 oc Z
0 0 0 00 <§p o o GAP AND CAULK W 0
�•- Z
HARDSCAPE CLEARANCES, DECKS, O a E _
Z 0 (D U cM
PORCHES, PATIOS, WALKWAYS, ROOFS, ETC, HORiZONTAL VIEW OUT OE CORNER Q o L- a N
W � Cn m M
S SCALE: 1/2"=1'-0" SCALE: 3"=1'-0" SCALE: 3"=1' " _
LE -0
LL
Z E K � 0
t== �
WOOD FRAMING Z �
INTERIOR SHEATHING-* HardiePandfr S(dtng O (is
coMQa
1 1
--------------------------------- ------------------------------------------------------------ ---- ------
WINDOW
----WINDOW FRAME -- ------------------------------------- - ---------------- - ~
WATER RESISTIVE BARRIER Y O
INSULATION HardteWra�3' or Equivalent FLASH WINDOW PER MANUFACTURER :5
WHERE REQ'D RECOMMENDATION 1 Z V
' O
W
IF TRIM IS PROTRUDING h n n Z
1
1
11 „ II �� 1
WOOD FRAMIN BEYOND WINDOW SILL IT "
1
MUST BE FLASHED I 0o - ----------- -- 0
I 1 _-i1-- ------b4.. -- U
1/4" GAP, DO NOT CAULK I -- ---
WOOD FRAMIN INSULATION WHERE EXTERIOR SHEATHING {- _
Hardtetr(t& Boards I W Z
REQUiR BLOCKING AS REQ' _ '
INTERIOR SHEATHING FLASHING i LEAVE APPR PRIATE I = , _
I GAP AN GAUL 1 ;
TRiM AROUND OPENING �= I m 1 ; U} Z
1
-------------------------------------------------------- --------------------- -------------------------- 1 -- ; I LEAVE APPROPRIATE GAP
' Hardietr ® Board W
-------------- -------- ----- --------------------------- i co
AND CAULK I M
, I � � � W A N O
FIXTURE INSULATION W Vr ¢ c N �p
PENETRATION WHERE REQ'D ; i HardiePan� Siding LEAVE APP RIATE I � O N O
U
1 1 ' W Q U- r c V
oo GAP A CAUL
1 i = ' = 0 3 N N U
' O
1 �•-- INTERIOR SHEATHING V C.} � o
HardlePa I C� Sid1 I Z o' U
�� „ .1 1 1 1 1 1 I ' ' i ) m
' WATER RESISTIVE BARRIER -
---- —
----------------- ------------ - 1 I
- --- ---- -- 1 1 Hard teWra 54 or Equivalent 1 co(� ap U ZLO 0
-o
WATER RE STIVE BARRIER- 00 cm g d
00 HardteTrt� Boards � i Hardie �'' or Equivalent
WATER RESISTIVE MARR1 I I ; f- O
V a
DOOR / WiNDOW HardieWrap or Equivalent _
LEAVE APPROPRIATE GAP
JAMB HardiePan® Siding AND CAULK i 1 W
I T = W000 FRAMING Z
FLASHING TAP LEAVE APPROPRIATE GAP EXTERIOR SHEATHING I 1 0 W
AND CAULK 1 1 INTERIOR SHEATHING-•F M
1 1 1 ,
HardteTrim® Boar 1 V
INSULATION 1 0
WOOD FRAMiN@ --1�-1-• HardtePandi Stding I WHERE RQ'D I 0 ca
Z00 z
0 h•
1 1 1 1
EXTERIOR SHEATHING EXTERi SHEATHIN I J Z ° to
w
1 ' m
1 ; 1-4
❑ W
I m 4-0 u.+
0 at
1 1
O v° ca
1
0
OZ
DOOR WINDOW JAMB FIXTURE PENETRATiON WINDOW SiLL INSIDE CORDER 0° � � w
10 1 SCALE- SGA : 3"=1'-0" 4z
01
SCALE: 3 =1-0 SC LE LE SCALE: 3 =1-0 z
THESE PLANS WERE PREPARED FOR ONE SPECIFIC PROJECT FOR THE CLIENT LISTED IN THE TITLEBLOCK AND ANY OTHER USE IS PROHIBITED AND VIOLATES COMMON COPYRIGHT LAWS. OF �
U
N
cd
w p
a V
U
ZIP SYSTEMS SHEATHING WITH HARDCOAT L_ u ZIP SYS TEMOSHEATHIN W/ HARD COAT ZIP SYSTEM® SHEATHING WITH HARD COAT L=3 • ZIP SYSTEM@ SHEATHING WI HC STUCCO AT
STUCCO AT SLAB ON GRADE STUCCO AT SLAB WI BE T PRACTICE OPTIONL2 STUCCO AT SLAB ON GRADE SLAB WI BEST PRACTICE OPTIONS 1 OF 2 L=4 c6 CD
Z
. o �
---- W Z m
13
TRADITIONAL HMONARD-COAT TRA�s ~
��� TRADITIONAL HARD-GOAT STUCCO E TRADITIONAL HARD-COAT STUCCO RMLY OL c
METAL LATH LATH TRADITIONAL HARD-COAT STUCCO c
ONE LAYER WATER-RES.BARRIER ONE LAYER WATER-RES.BARRIER INSTALLED IN ACCORDANCE WITH THE u
MANUFACTURER'S OR THE PORTLAND INSTALLED IN ACCORDANCE WITH THE W p
ZIP SYSTEM®SHEATHING* DRAINAGE PLANE(MIN, )V THICK) F CEMENT ASSC.(PCA) METAL LATH MANUFACTURERS OR THE PORTLAND > (=j
WOOD OR LT.CIA.METAL STUDS ZIP SYSTEMS SHEATHING* ' € RECOMMENDATIONS WITH THE MOST CEMENT ASSC.(PCA) 0
i WOOD OR LT.GA.METAL STUDS RESTRICTIVE CONTROLLUNG. RECOMMENDATIONS WITH THE MOST W
ONE LAYER OF WATER-RESISTIVE RESTRICTIVE CONTROLLLING. LATH W J
TOP EDGE OF WEEP$CREED TOP EDGE OF WEEP SCREED �' � Q
TAPED TO WALL SHEATHING F VAPOR-PERMEABLE BARRIER
ONE LAYER OF WATER-RESISTIVE � V
WITH ZIP SYSTEMS TAPE OR ` TAPED TO WALL SHEATHING "''�'`+ WITH A PERFORMANCE AT LEAST
VAPOR-PERMEABLE BARRIER W Cl)
♦i WITH ZIP SYSTEMS TAPE OR �i EQUIVALENT TO GRADE D WITH A PERFORMANCE AT LEAST
ADHESIVE BACKED FLASHING. ADHESIVE BACKED!CLASHING. BUILDING PAPER. EQUIVALENT m
(MUST MEET AC148) (MUST MEET AClrlB) CIU ALENT TO GRADED J
BUILDING PAPER. W
• • J > wDAINAGE MEIUMZIP SYSTEMS SHEATHING* (MIN.3�"THICK) Q r
WEEP
H
v- tGV WEEP , f ' - rn W w w
SCREED AT BABE WALL F f SCREED AT BASE OF WALL . U iai C7
ZIP SYSTEMS8HEATHING* m Z ¢ a
FOUNDATION ,� f
=t FOUNDATION
♦ / _ WOOD OR LT.GA. WOOD OR LT.GA 0
♦` ♦♦ w LU
METAL STUDS ;5'' METAL STUDS Wju
♦ ♦ t ;"' Z a Z
♦♦ •.. ♦♦ z s,,' 1+ TOP EDGE OF WEEP SCREED O a
TOP EDGE OF WEEP SCREED ♦ ..
TOP EDGE OF WEEP SCREED �•� � W
.r ♦ TOP EDGE OF WEEP SiCREED �`` �'"'"""'•...,, +'' TAPED TO WALL SHEATHING >
TAPED TO WALL SHEATHING ♦♦ ,� ♦♦ '�.�� TAPED TO WALL SHEATHING WITH ZIP SYSTEMS TAPE OR Z
Wr1H ZIP SYSTEMS TARE OR ♦ i TAPED TO WALL SHEATHING
WITH ZIP SYSTEMS TAPE OR ♦ WITH ZIP SYSTEM®TAPE OR ,, ADHESIVE BACKED FLASHING. Q T
ADHESIVE BACKED FLASHING. ♦ ♦ ADHESIVE BACKED FLASHING. ;`' (MUST MEET AC148) O
(MUST MEET AC148)
4 ♦� ADHESIVE BACKED FLASHINQ •> 141
(MUST MEET AC148) _
(MUST MEET ACi48 '� -A
J o
CODE-APPROVED p Q
` CODE-APPROVED BABE SCRMD AT Z =
L 0
TRADITIONAL HARD-GOAT STUCCO
INSTALLED IN ACCORDANCE WITH THE i ; WEEP SCREED AT
TRADITIONAL HARD-COAT STUCCO
MANUFACTURER'S OR THE PORTLAND INSTALLED IN WITH THE BASE OF WALL o V C)
CEMENT ASSC.(RGA) MANUFACTURERS OR THE PORTLAND o
RECOMMENDATIONS WITH THE MOST / i CEMENT ASSC,(PCA) l
�. Z Z
RESTRICTIVE CONTROLLUNG, 1 RECOMMENDATIONS WITH THE MOST Q
O
RESTRICTIVE SLING. CD U)
i cf, Z Z
,d ,. O W
METAL LATH / o a d v �_
R LATH / ° a Z to
MANUFACTURES FURRING STRIPS, ! VERTICAL AND HORIZONTAL d v a WC Z r
ONE LAYER OF WATER-RESISTIVE
F BATTONS,OR CODE-RECOGNIZED C_
( / ° CONTROL JOINTS AS NEEDED. d' f G W N
f DRAINAGE MEDIUM IN. V THIN / a a DESIGNER-0F-RECORD TO
V BARRIER WITH A F �► `; �r VERTICAL AND HORIZONTAL d a a SPECIFY TYPE AND LOCATION.
PERFORMANCE AT LEAST MUIVALENT CONTROL JOINTS AS NEEDED. v a -
TO t#tAQ£D BUIL DINC3 RAPER. M j
ONE LAYER OF WATER-RESISTII�E -------------------------_-_---- / d' —� .
♦ .� �,,,, �_ -----------
DESIGNER-OF-RECORD TO * J � o `
VAPOR-PERMEABLE BARRIER
` ? WITH A PERFORMANCE AT LEAST I - / a 4 d a
x SPECIFY TYPE AND LOCATION. ° FOUNDATIONr-
`♦ EQUIVALENT TO GRADE D � / II �
CODE-APPROVED WEEP 7BUILDING PAPER.
FOUNDATION d H= LL
SCREED AT BASE OF WALL to CODE-APPROVED WEEP
,.. .. SCREED AT BASE OF W ...''' *ZIP SYSTEMA SHEATHING IS APPROVED TO REPLACE THE FIRST LAYER OF A TWO-LAYER WATER RESISTIVE BARRIER Z m
*ZIP SYSTEM*SHEATHING IS APPROVED TO REPLACE THE FIRST LAYER OF A'tWO-LAYER UNDERLAYMENT SYSTEM. •�"'- "''�` *ZIP SYSTEM®SHEATHING IS APPROVED TO REPLACE THE SYSTEM.
FIRST LAYER OF A TWO-LAYER UNDERLAYMENT SYSTEM.
+ Q w Z
ZIP SYSTEMS SHEATHING IS APPROVED MREPLACE THE FIRST LAYER O A TWO-LAYER WATER RESISTIVE BARRIER � Q � LU
SYSTEM.
WHIG NOT TO SCALE DRAWING NOT TO SCALE DRAWING NOT T Z N
DRA DRAWING NOT TO 8GALE 0 SCALE Z
WZ
Saks Oft:10W David Ta Drive-Sub 300-Charlotte,NC 28282 � oft:10925 David Ta Drive-SulBe 300-Charloft NC 28162 N Sales Office:10925 David Taylor Drive-Suite 300-Charlotte,NC 28262 � Sales Oft:10925 David Taylor Drive-Suite 300-Charlotte,NC 28262 p W
0 ENGINEERED �J DR ENGINEERED ENNGINNKIRED V W
7. 8-www .corn r T -Facsimile:70+4.547.9228-www ,com WIDODs Telephone:800.933.9220-Facsimile:704.547.9228-www.zipsystem.com fl u B�I"
WOODS r Telephone:800.933.9220-Fa�lcsimile:704.547.9228-www,Zi sm.com � O
.� .704,54 922 800.933 9220 a P PsY V
:X0.933.9220-Facsltrl�
Tellephcale ��� ��� ��� p =
The"construction detallis are n ns m s a may no app are n p s May appyThese construction details are prove to assist In the installation o ystem product(s)an may not appy to ese co n e are prov o ass n e Ins eon ys m u s an may no app W Q I"' o
every,stltuatbn. manufacturer accepts no responsibility or liability folr the use of these or other olxlatruc an details. ,very stituation, luflnulbraWrer no responsibility or laalbility the Luse of these or other oor on details. every stituation. Manufacturer accepts no responsibility or liability for the use of these or other construction details. every sNtuatlon. Manufacturer accepts no responsibility or liability fbr the use of these or other construction details. C/) V U
L
JZ Q
LL I— p V
O Z /O/�� I cr)(M cn
W V N G M
• ZIP SYSTEMS SHEATHING Wl HC STUCCO AT ZIP SYSTEMS SHEATH! G WI HC STUCCO AT • ZIP SYSTEM W/ HC STUCCO AT MASONRY
L=4
SLAB Wl BEST PRACTICE OPTIONS 2 OF 2 MASONRY BLOCK FOUN ATION SECTIONL7 BLOCK SECTION W/ BEST PRACT OPTIONSL8 d -I m w 8
w
l- CL I,_ w
TRADITIONAL MARt}•CtMT STUCCO ;
INSTALLED IN ACCORDANCE WITH THE TRADITIONAL HHARD-0OAT STUCCO TRADX&L SEEM HA
LY
MANUFACTURER'S OR THE PORTLAND f W
METAL LATH n��xrloNlAl.HARD-GOAT STUCCO
W =
LATH
CEMENT ASSC,(PCA) ONE LAYER WATER-f;IESI,BARRIER I ONE LAYER WATERI BARRIER N O
RECOM ENDATI WITH THE MOST LATH ZIP SYSTEMPL
S,SHEATHING* DRAINAGE ANE THI �L
' RESTRICTIVE WOOD OR LT.GA.METAL STUDS IMIN. )VTHICK)
t Z�SYSTEMA SHEATHMIG* W
k "
ONE LAYER OF WATER-RESETIVE WOOD OR LT.GA METAL STUDS Z _
VAPOR-PERMEABLE BARRY TOP EDGE OF WEEP SCREED TOP EDGE OF WEEP SCREED W_ o —
WrTH A PERFORMANCE AT LEAST TAPED TO WALL SHEATHING . '
e
EQUIVALENT TO GRADE D SPE �/WM /gyp �'` € WITH
TOW/WALL SHEATHING
•_
.• rR. h QQ��� �j/� ���j� VM�Z�I�P/�S S TAPE OR i LTH ZPp��CSYSTE S TAPE OR � E
• k full PAPI ADHESIVE BALD FLAtSMN G. .' { ADHESIVE BACKED FLASHING.
F K
(MUST MEET ACi48) (Hoar IIEET ACIM) o Q
MANUFACTURED FLUNG t• E
STRIPS
OR BATTONsTo FORAM t p 0 co ,� Ch
.. .••.. •��D -APPS
% _______ __-___-_-___--___________
A RAIN SCREEN TYPE DRA�AK
(MIN, . �Q CODE 1fVEEP E CODE WEEP ,1 Q p CU CM
PLME TH SCREED AT BASE OF WALL D AT BASE OF WALL L.. N
----- �___----- - ---- ----_-- +-� N tN
�l ' � � I Cn m M
ADHESIVE BACKED MEMBRANE � CO � v
ADHESIVE BACKED MEMBRANE BRIDGE!LASHING CENTERED OVER C,� ._
ZIP SYSTIEMA SHEATHING' BRIDGE FLASKING CENTERED OVER t t TRANSITION JOINT SYSTEM — �F=+ as
! �,k •",„ P TRAN►sn`ION JOWT(W SYSTEM 4 ._--_--_---_-___ Cl)
__ TAPE MAY BE ----�- �- �� W C
vlrooD
OR LT, TAPE MAY BE USED As THE IIIGE ____ -----____- --____-- usm As THE BRIDGE _ ______________--____--
`, METAL STUDS FLASHING) iO.O
.•e 4 ,y•, Z /<L LL
•: k MASONRY BLOCKWALL
.s' MASONRY BLOCK WALL .,`� o Q CZ
TOP EDGE OF WEEP 3CREED
TAPED TO WALL SHEATHING s '' ;' CO
WITH ZIP SYSTEMOTAPE OR
`•. , ADHESIVE BACKED ASHIINM � '�:i.. LL L`
R,
' (MIUST MEET AC148) �� 'h . ♦ O .�
♦` S.
y Z
U
{ LATH
�Iwo ow ` .. o W
CE-APPROVED LATH `♦ ' • �„` TOP EDGE OF WEEP SCREED TAPED ` ` � '�• � c
WEEP SCREED AT ' 1 TO WALL SHEATHING WITH ZIP c Z
-... { cc
BASE OF WALL TOP EDC OF WEEP TAPED ]� +� SYSTEMS TAPE OR ADHESIVE SAD � ♦ G Z
TOSY3TE TAME O2 ADHESIVE BACKED ALL SHEATHING WITH ZIP '� I 1 t `♦ FLASHING, (MUST MEET AC148) � ♦` Q CQ
FLASHING. (MUST MEET AC148) ' { ♦ MANUFACTURED FURRING STRIPS, V G
BATTONS OR CODE-RECO NIZED E % W >_
i
DRAINAGE MEDIUM(MIN. )6"THICK) = Z
TRADMONAL HARD-COAT STUCCO '
0
INSTALLED IN ACCORDANCE WITH THE ' TRADmoNAL HARDI STUCCO
MANUFACTURER'S OR THE PORTLAND 1 _ INSTALLED IN ACCORDANCE WITH THE / 1 U) Z
CEMENT Asst.(PCA) MANUFACTURER'S OR THE PORTLAND u J
REOOMMENDATNONS WITH THE MOST CEMENT ABSC.(PCA) j ` t
v REBTRIGTIVE CONTROLLLNNG. �( RECOMMENDATIONS Wmi THE MOST N
t RESTRICTIVE CONTROUIING. t �._- f Lel Q N o E
1 - --- -------------�____ t
ONE LAYER OF WATER-RESISTIVE ;`
•
---------------------
A ° •� cx�E UIYF�of WATER-RESISTIVE � � Z o J � � col
a :• a •-'�•..�,�.---•-"�" �� VAPOR-PERMEABLE BARRIER NTH A 1•'• -- "��.-- W � �
VERTICAL AND HK�RIZONTAL d° PEVAPOR-PERMEABLE
CE AT LEAST BARRIER
Et�UIVALENT L I lam. ��w �� AT LEAST EQU Q - T
CONTROL JOINTS AS NEEDED. d' ___ __________
DESIGNER-OF-RECORO TD TO GRADE D BUILDING PAPER +�
_ _ _-__-- ---/ TO GRADE D BUILDING PAPER. fj _ = CV O U
SPECIFY TYPE AND LOCATION. ° , / !
U a v C
• ; CODES WEEP j A APPROVEDWEEP
CODEV o
° SCREED AT BASE OF WALL % ♦ I Z p Q m �!
FOUNDATION ADHESIVE BACKED DANE ♦ ' V 2 V w
(n
a d ADHESIVE BACKED MEMBRANE ♦ I' BRIDGE FLASHING CENTERED OVER E �'' to H O -0
BRIDGE FLASHING CENTERED OVER ♦ /
TRANSITION JOINT(ZIP SYSTEM ,� 00♦ iQ! r- Z = LL 0
TRANSITION JOINT(DP SYSTEM ♦ �' .' ! TAPE MAY BE USED AS THE BRIDGE „� J 0 p a g D_
FLASHING)TAPE MAY BE USED AS THE BRIDGE to�+ MASONRY BLOCK WALL
*ZIP SYSTEMA SHEATHING IS APPROVED TO REPLACE THE FIRST LAYER OF A TWO-LAYER WATER RESISTIVE BARRIER
SYSTEM. MASONRY BLOCK WALL "" *o
*ZIP SYSTEMA SHEATHING 18 APPROVED TO REPLACE ONLY THE FIRST LAYER OF A TW04AYER WATER RESISTIVE BARRIER W
SYSTEM. Z
*ZIP SYSTEMS SHEATHING IS APPROVED TO REPLACE ONLY THE FIRST LA OF A TW04 AYER UNDERLAYMENT SYSTEM.
DRAWNG NOT TO SCALE DRAWING NOT TO SCALE DRAWING NOT TO SCALE O m
cf)Sales Office:10915[aid Taylor Drive-Sine 300-Charlotte,NC 28262 Sales Off=:10925 David Tay [rive-Suite 300-Charlotte,NC 28262 � Sales Office:10925 David Taylor Drive-Suits 300-Charlotte,NC 28262 � Z_ ~
�UTelephone: R ENWoOD� �U ER S RED kA Z
V T :800.933.922D-Fac simfie:704.547.9228-www .com 800.933.9220-Fac sirnk 704.547.9228-www m.com u Telephone:800.933.9220-Facsimile:704.547.9228-www�iPsy Mm.c om p Q 0 0 LU
�ip� ��
are to n u s a may I are to In I s may These t are prove in a In Orlon m u s an may not apply p W U 4 W
every stituation. Manufacturer accepts no responsibility or liability for the use of these or O&W aonstniCtion details. emery sobjetlon. Manufacturer accepts no responsibility or liability fc r the use of these or other constructim details, every stltuation. Manufacturer accepts no responsibility or liability for the use of these or other construction details. c of
O Q v° Z
Va
O =
OD I" 00 a
Z
THESE PLANS WERE PREPARED FOR ONE SPECIFIC PROJECT FOR THE CLIENT LISTED IN THE TITLEBLOCK AND ANY OTHER USE IS PROHIBITED AND VIOLATES COMMON COPYRIGHT LAWS.
C
' ^^
ILS
Lu
Q U
. U
C6 W
Z .�
Switching o
`T.B.D. W Cl)
- ---- - - - _ Z O
LL Uj Cl CL
r • 5
16"Above� ------ --- ------- 16"Above -
!----- - - ----` /'' Switching W 0 =
Finished GI de - -- - - Fin ed Grad - � . T.B.D. � 0 U
ter"" - 16"Above 16" ve W
IF/ 'finished Grade r _ _ _ _ _ ._ Finished Grade , J —1
./` 6080%� ` -306'0' � U
--- -- - -- -- -- -- -- -- -- -- -- -- -- -- -- -- ---- l
W
I I I I I
Finished n GradeJ W p Cd
0 >
Go I I I �II �, U a a
CO Z
0 W
/
W
`. 1 - 1 W II II 1 = V 0 Wm
C) H t 1 W w ��
16"Above ` No Z N a z
Finished Grade co j o
II cot t r
W
1 II 1 II
i 1 I 0 `t r
1 1 II / II = Q
0
coo r ! Z Q
t 6I I .1..� r I I o
1 , // 0 CD
I Q "
Cl)
96 Above Z Z
Finished Grade Z 0
' t
6056 6056 6056 C/}
16"Abave ♦ — — — — — — 3 0 3.D 1 �tl Z
Finished Grade , C.D. , ' Z W
L
co 4D Z
In le-000, co
' CD n o r I �2 LLQ 04
S.D.' . •� o / T 1 2 N
--�. .....-•-r . to
_ _ r 1 f Ci J o
co
co 1 ICI �.. - --'-"' "�". - ( `, 24807— a
1 co / t - O
I I
----
1 1 1 1 1 I 1 I 1 I O ' ;w - • x II 11 I 1 1 1 1 -
1
1 � 1�1-- 11 r 1�•-x I 1 1 I 1 I 1 1 I 1 r 1 I 1 1 �
LO:
I 1 1 1 1 I 1 1 1 / ` II 11 11 II 1 I 1 1 P 9'R 1 I 1 I 1 1 l z m
�, � � N T.., Q , , 11 tl II 1 I 1 1 1 1 1 I 1 I ,
N rni aal h gal ( 11 11 11 1 I 1 1 - I 1 _ 1 1 I 1 �`,D, `� 1 a z
C.D.
T s FL I 1 I I I / 11 II 11 2 dF 1 -I L - - - —`-- J Q
. -, i 1 I I 1 1 ' N II 11 I' 1 1 1 1 I 1 , W
1 1 S TC 1 I I 1 I 1 1 _ ,,....� '� n u x IX U i i i i i i i i i _ I I I 96"Above U Q
1 ' ' ' 1 ' I ' r/ " ♦ ` 1 Finished Grade p p
1 fi Above W
t Finished Grade I I Z
ao ' _SME ET ♦ - ' - "' ' 2 —
I04 " 4 • _ 2680 • •- s _ r ,;� V
+ ' ♦ _ /� � 2680 0 W
Q 31,111C_ _� W 0
1 "LIN , ' ' "---- - - - _ —.• . - ' ' W Q ci
♦ AN [� r , _
' S.D. , Wp `` - _ _ .. ..----
C.D r� , -fl N c� I - 1 3068 LL I— O �p V
2668 IFi et r N - o Z r N N
/ r -- — ♦, r O
OD C0
cf)
.0
@)
f '♦ (' T
= 0 v V N -0
S.D. t 1 0 W U o
.D. , r f Z —) m Lu J
r ` 1 ~ id. Fes- d LL W
16 Above , 1
' Finished Grade, ' _
Lu W
/ Finished Urade 0
N i96"Above
` ♦ / o 0N
�/ Ce
1 `�. (L W
COD \.
i
3070 W 0
t
c .� r _ _ _ ♦ 5060 304004
00 0 AN Z
QCD Go
II / \ 0 Q E
N a
♦ I TREE 1 Z � _� �v Cl)
(0 ` I 1 M
N o ` La NN
Cr) � �m M
� s U
♦ 11 W '^
1 6056 I " . 9160 " r '�--- • � 1 1 I V_ ■ �}�-}RAS
1 1 ♦ i / l , 1 1 Y/ 00 C cd 0
1 1
1 Abo " (/5 Z.
I I AA
--------------------- ♦ Finis ed A; de r 6 A ve / ♦ ' /� 1 I a- Z r Z.
Ll--------------------- Fi shed rade 1 1 1 0
ufu
ug
6056 " ' '\ / r / ' E— Cl)
' ' I 96 Above` . v 96"Above I r -� , I I r'j •—
r I I
nished Grade ---.. _ -- „ .,,,i , , 50
C
` � I Finished Grade i•, ` I ' '
TO 1st FLOOR r® ; I t I .._.._ -
II z
' TO 2nd FLR Z
'--- ------------------------------ ---' -- -� O
H Q
__� -------------------------------------- Cl)
-------------------------------------- > i� c
WW a MNQ E
M N U
SECOND FLOOR ELECTRICAL PLAN
� Z Cr C?
SCALE: 1/4" = 1'-d" _ i N
O04N �
MODIFY EXISTING ELECTRICAL AS NEEDED TO MEET CURRENT ELECTRICAL CODEJ U U >-
z
0
-W 2 U Z Ua
� D In 0
FIRST FLOOR ELECTRICAL PLAN
O Q N � � O
0
SCALE: 1/4" = T-4" U Q
o� a
W
Z �
oW
C)
C� V a
w
o W
—� Z
Iwo
W10
oa
OW 0 :70- -J
m l— m
THESE PLANS WERE PREPARED FOR ONE SPECIFIC PROJECT FOR THE CLIENT LISTED IN THE TITLEBLOCK AND ANY OTHER USE IS PROHIBITED AND VIOLATES COMMON COPYRIGHT LAWS. o
U
T� C
cd
EL
w O
a o
a Ll..
141_311 4'-1 OY2of 41 -1
C6
z .
• O W
wZ m
LLW
N WLU
> =
U)
W 0 "
J W
3041 3041
W Q
o u- U
W
04 co
0 -j 6'-1" 9'-8" >
�— O
s r N � W
� ,_9a
`O ui
r` to _ = O W
0 1 co0 = 121 0 = M � p
-1
U N WW
-N O U Imp o� O U
co LLJ
a.
CL
o 04 W W
___________________w__�_�____ U ___ _ _��._�___.__-._w_w_______ _ ___ � M I
v- N W 2668 W 0 Q r
co
Lo 31068
0D W _- ___ N CLOSET 3 CLOSET 2 0 z
-------: �_ 2068 cf)
W V4 31068 Z z
_ _ _wr 5,_0„ OD O
_ 6141 ca
2221 o Q
11
o(� � _93M 9'-2/215 / = cn Z
�_____________ —------ wO
cf)
[*1- 0
M C-4O a, � J w Z `°
r
2 Fw- N
3668 0 r 0
W 4CL
m0
v
QI o — o
J r LL
LL 0
z
2668 Q z
o
_ M z o 0
0 0 z
0 W
0
T `
12,_8,/„ z
N z_ 00 I I p W
n = v- O W
2-1 w O =
I` Zw D �-
r- - w
W _ _ \ w �— V
U) Q ti
CD cnV � � F � J Z Nr �
oZ - OONW N L_ 2„ ow 0 �
B T1�S x' J �- N .- U
co 1 T
' < < -i-
� ,
10'-51/2" I L-8Y2" coo I o le
o = ; r U W N 4 _O
t7 - i
€
I" r� z ::!ga t� `� O 0° z
nI Ich j.. , } } 2 Q j� Q
5% I I i - 4 _ E- 'D _
a
F i
N � a LL W
~= 21169 F ,
- - - - W
4569 2668
- W
ti _
a } F
51-4Y4" 3i
.5"STEP DOWN O
11/219-911
,
417011-
r
co
O -
e a
co
2 F— Z
/� �(lj3= 24'-� O
E
z20 l7'� _� - - _ k t q t <E E r G €4 G r <f
<
E 0 0 CZ I-"`-� M
(D c M
_ f •_ ._ f -- -- _ f - r f r `_ r f _ � � " � .�f ., � r . - f . � f: � � V Q N
e i ` } € « < F u< E i E u E - - -x W - • E r k r ` _ " �, ' _ _ F r r ` t r f r € r { r r r " f r } F r w ' (D N
cn
a _ h - cr r N t .. W r t _ r .� t . t w t k r ■� �i co
ui
CD do
< F •t d t t E ` J �// _' f r F i - - - r F E „ f f F ,< F ,. f r C
Go
W c % 4 a a a E a h 1 1
f _ M
LL
'^ a r } - ,r _ i - v, N r _ y r - : s_ - - _. - < - c < -� a k L� , k O /�
' € F tE' r { f r U
.,u ,W •
a a h 18'-9Y2" co O
cn
o •- .
t r F
t ! k x t N
cm
W 0 w
r t t t 1 t t
� _ F a � € a . ' _ , � , € t a .< x Y< � L�.I ` c € 5,�,/4n — - 'c � : < r ` ✓ � E r � < � F ,< f � < t < p z
` a W 9 4 •, ,� b r� n f � N F� n �
GNP
r{ F _ f N — .. � _ 4 � ., x ., � .. -, x ..
w r r, r r 1 Q a W ti W L O
a a i r 5
� , � a _ a i i *. *• h € r } � 4 " 4 _ } , } � � t . - -' cm
W
.50 DEEP
= z
•_ f � __ - f r ._ f� .. f ^ .,.. f� •_ I •_ ._ f , h h h a a _ _ _ _ - - ' "' .0 •., w w i ry, ,
1
1234 (n Z
w
f t f f a a a a } a
a� a • i a a i a i a y ` `r `� F - 5� P `r s € r _ f i " 'i i F _ E G f t < f G 26'-9,4'
a fa E G F r f < E
w cc�''J+ N E
' co
O M N O
z a ! O /1
w JLL r u
•_ r "_ - r •- t '- r .' f- .' € '" f `_ r `- r a a a a a a i � .. F� r� ,. _ ,.. f� f� v r i W i .. o W � W f� ,.. i : W. - w _ _. tt -. _ � <" r i "' r i "' f _ .' t W -- .. //��
a e a i z a a a t a .e .✓ F ,t l f } P �` t - ! r ;4.+. M - ! 4 4 4 t h - 4 _ - ii - - 4 4 4 N
O T• '�+
€ < F € f € < x - < < i t k x "t - e F r • d r t e e< < 2' C e< - r - r r - - < - r < , r G r F` r F r U N U
f E F
co
_ } a Q
n € e b e r _ O
Qn _ 4 _ a _ } 4 i _ _ _ z
w 2 uj
U Z
M ..��
cf) DW O V
LL
cm
p a O
a
._ ♦ _ ` . c ' .. ` t A ` L . F L c ` L +_ [ ... f t T ` x n ` t ` < w ` _ _ _ !x
w
F f F f f f f f f f f
4- " � O w
24-011
GH BLOCK WALL 28" HIGH BLOCK WALL 28" HIGH BLOCK WALL U
in
28 HI O U �
ZH
0Z L z
UA
J 4 a
M
i
O Q �' a
U � � � a
� W
m � = V
co ce
u
z
THESE PLANS WERE PREPARED FOR ONE SPECIFIC PROJECT FOR THE CLIENT LISTED IN THE TITLEBLOCK AND ANY OTHER USE IS PROHIBITED AND VIOLATES COMMON COPYRIGHT LAWS.