HomeMy WebLinkAbout2661 Flicker Cv 18-3137 New Construction SFHwon=#
0o
o
N
0
e'er
_l
•• •• i
i
�Z _ O 0' J —
i LtJ Q O: Z
:V °
:•� z Q�
so
lll n
O �
d'O
O ti I E
r M O
U
N _I cn
(o WC6
m~.
cn
~ -
Qa(�a�
cu G7 N �
Op
.-N
C .-. I'-- N
0._,
0 CD
Lo cu X
oo < CL
c
.M w
N z
v Z
m d
E
o N ••�
-c W
O U
t
u w
0
w
c'1
cnQ
Y
Q
0
O
v
z
o
n
c
�
fo �- o �
U co
V,, fo
z
0
^^
W LL
O
N
M
c ° �o 0
a
�
w
p
�
z
J
z
a
m
0
F-
m
o
�
O
p
fV
i
(d ,40_.+ O
per- (n c0
Ln r-1 i
'o ri O1
OC N
z
Q
U Ln
�~ M n
O
O O
Q) LL
z
O O
O. > -0N
L O
Q w Ln O a
ij
S
Q
z
a
Y
.�J
D
n
RZ
rISSUE
DATE
06/08/2018
Y
PREVISIONS -
Y
i.l
PROJECT: 18-0332
SCALE: AS NOTED
DRAWN BY: JML & JFT
DESIGNED BY: MJS
COVER PAGE
00
GENERAL NOTES KEY:
1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB
SITE.
2. DO NOT SCALE PRINTS. CONSTRUCTION TO BE FROM
28'4" CALCULATED DIMENSIONS ONLY. ANY
DISCREPANCIES OR ERRORS TO BE REPORTED
12'-0" 16'4" PROMPTLY TO SUPERVISOR FOR CLARIFICATION.
1014" 3. WATER HEATER T & P RELIEF VALVE SHALL BE FULL
SIZE TO EXTERIOR WATER HEATED AT OR ABOVE
AIC FLOOR LEVEL SHALL BE IN A PAN WITH DRAIN TO
COMP. EXTERIOR. WATER HEATER SHALL HAVE AN
APPROVED THERMAL EXPANSION DEVICE.
4. PAVERS MAY BE USED ILO CONCRETE SLAB AT PATIO,
*---------�� _ PORCH, DRIVE AND WALKWAY.
5. IN LEIU OF TREATING THE SOIL AN ALTERNATIVE TO
( 1 TERMITE TREATED SOIL CAN BE TERMICIDE.
1 ( I H.B.
UJ o (( i 6. BORA-CARE TO BE APPLIED ON INTERIOR WALLS IAW
a_ z I (i MANUFACTURERS INSTRUCTIONS AND
4 i i _`� (( i SPECIFICATIONS. PURSUANT TO CH.482 OF T
eo (( , . FLORIDA BUILDING CODE.
21-8". 81-0«
I:
DOOR NOTE KEY:
- ((
(( i DOOR SIZE CALLOUT:
20 = 2'-0" 40 B.F. = 4'-0" BIFOLD
---- - -- -- 8-0« S.G_D.------- ----� _ (( - i 24 = 2'-4" 50 B.F. = 5'-0" BIFOLD
r i 26 = 2'-6" 60 B.F. = 6'-0" BIFOLD
f r (( 28 = 2'-8"
30=3-0
(( I * ALL INT. DOORS TO BE 6'-8" TALL U.N.O.OR PER
4" PVC PIPE FOR (( BUILDER/CLIENT
A/C CHASE (f
I
I
i ( �
ELEV. 0'_0" A.F.F. ((
I
I (( f
I
,
2'-0" N
i 1I 1
I I -
I 1
I I
I
a I I I f 4" V PIP FOR
DBL. SINK w/ 1 D.W. I I . EL C. CHASE
fDISPOSAL
I .LII k
F - -n RANGE w/ I I I
ul)I HOOD ABV. I I ((
it IloLuI I ((
i( I
111 O O I I I
I
I�—H1 81
I
CHASE UP TO 2ND. I o
_ 4 2',0 18'-10" FLR. AIC (( 7'-10" f
Y
1- O
CO)Lij
I a.
-- ---- -28 DR ------------------------ -- --- + I 0
OL -4" 26 DR
4" I PED. SINK
O
3'-8" 21-8" 91-6" 2'-6" 12'-2" 7'-10" i Z
w
� I
Q
m
W.
1--- C.--
i
Lp
�i
�
N
�
Ld
t
``��I►111111/����
m -
i
Q- y u-
0 O
=o=
c
30 DR.
-
N•••.
z
-
vi
O r
---t o
O ti E
zo
cn
U) cli
0
• L-- ai N
a Co 04 C.00
C
N
�r.-
N f~ p
0 E�`�'E
r ++ i cu
00 Q a. LL
Lu z
a�
z
w z
= 4,$«
3�-0« 1v-0«
w
0 0
w
I
x
O �-
3
n
C
L
L
w
L
J
J-
C W
E U cV
V f M
O
Q
C 1
O
■i LL
n
M
N
,moi N u)
V
4-
O
J
i
0
n
n
r
ip
Llu
O
fu .ice.% O
=3
co
Ew cf-I CCON
NN
V Ln
c: M
4-
O cQ n
> -0 N
p C
n
s -5 C c)
QwLnOa
n
O Z
r
r �
Y
iJ
iJ
n
r ISSUE DATE06/08/2018
j REVISIONS
w
PROJECT: 18-0332
z SCALE: AS NOTED
z DRAWN BY: JML & JFT
DESIGNED BY: MJS
z
01
1
AA 11# Fq
I
m
aQ a-
H.B. w
cn
z
16'-0" GAR. DR. - -
f
11-8" I 16'-0" 11'-8" 18" T-4" 11'-4"
PIA
7
19'-4"
O
28'-8
cn
Qf
- N
W
o'
Slab Plan ui
m
WLu
SCALE. 1/8" TV (11x17) 1/4" = T-0" (22x34) ' 'o
I Io
z.
W.
1--- C.--
i
eo
o
�i
�
N
�
Ld
t
``��I►111111/����
m -
i
Q- y u-
0 O
=o=
c
30 DR.
-
N•••.
-
vi
O r
---t o
O ti E
M O
� U
cn
U) cli
0
• L-- ai N
a Co 04 C.00
C
N
�r.-
N f~ p
0 E�`�'E
r ++ i cu
00 Q a. LL
Lu z
a�
z
w z
= 4,$«
3�-0« 1v-0«
w
0 0
w
U D
O �-
3
n
C
L
L
w
L
J
J-
C W
E U cV
V f M
O
Q
C 1
O
■i LL
n
M
N
,moi N u)
V
4-
O
J
i
n
n
r
ip
Llu
O
fu .ice.% O
=3
i � �CDO
Ew cf-I CCON
NN
V Ln
c: M
4-
O cQ n
> -0 N
p C
n
s -5 C c)
QwLnOa
n
O Z
r
r �
Y
iJ
iJ
n
r ISSUE DATE06/08/2018
j REVISIONS
w
PROJECT: 18-0332
z SCALE: AS NOTED
z DRAWN BY: JML & JFT
DESIGNED BY: MJS
SLAB PLAN
01
AA 11# Fq
:-
z
aQ a-
H.B. w
cn
z
16'-0" GAR. DR. - -
f
11-8" I 16'-0" 11'-8" 18" T-4" 11'-4"
PIA
7
19'-4"
O
28'-8
cn
Qf
- N
W
o'
Slab Plan ui
m
WLu
SCALE. 1/8" TV (11x17) 1/4" = T-0" (22x34) ' 'o
I Io
z.
P
eo
o
�i
�
N
�
t
``��I►111111/����
••
s•••• �2
. �..
i
Q- y u-
0 O
=o=
c
w:w a=
��•,= z � Q:� 00
4,
ice'''' • ,
'• 5�:
N•••.
n111
O r
---t o
O ti E
M O
� U
cn
U) cli
N 0��.�
• L-- ai N
a Co 04 C.00
C
N
�r.-
N f~ p
0 E�`�'E
r ++ i cu
00 Q a. LL
c �
�w
z
w z
a
L R'
w
0 0
w
U D
C
L
3
n
C
L
L
L
J
,W^
L
C W
E U cV
V f M
O
C 1
O
■i LL
n
M
�%0 r
�o
,moi N u)
V
4-
O
J
i
n
n
r
O
� p
E: N
�
O
fu .ice.% O
=3
i � �CDO
Ew cf-I CCON
NN
V Ln
c: M
4-
O cQ n
> -0 N
p C
n
s -5 C c)
QwLnOa
n
L
r
r �
Y
iJ
iJ
n
r ISSUE DATE06/08/2018
j REVISIONS
r
PROJECT: 18-0332
z SCALE: AS NOTED
z DRAWN BY: JML & JFT
DESIGNED BY: MJS
SLAB PLAN
01
P
GENERAL NOTES KEY:
THIS STRUCTURE HAS BEEN DESIGNED TO MEET
EXCEED REQUIREMENTS OF THE (2017) FLORIDA
BUILDING CODE (6TH EDITION)
ABBREVIATIONS:
2- # OF DOORS.
• 2- # OF WINDOWS.
28'-8" . MT - METAL THRESHOLD
• FR - FRENCH DOORS
161-8" • SL - SIDE LIGHT
• FG - FIXED GLASS
1'-4" 101-8" 4'-4" 174" . TR -TRANSOM
• G6 -GLASS BLOCK
PKT - POCKET DOOR
• OBS - OBSCURED GLASS
AIC • TEMP - TEMPERED GLASS
SH - SINGLE HUNG
DH - DOUBLE HUNG
(2) 4050 S.H. • HR - HORIZONTAL ROLLER
• BP -BYPASS
------------- • BF - BIFOLD
ao • TYP. - TYPICAL
Lu
o_ NOTE:
I o Z SPECIALTY WINDOWS/DOORS, FIXED GLASS
n H.B. WINDOWS, AND TRANSOMS ARE NOTED ON
PLANS.
4 Covered Lanai NOTES:
I1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON
9'-4" CLG F.F.F. JOB SITE.
2'-8" 8'-0" 1'-4" 8" 15'4" 8"
2. DO NOT SCALE PRINTS! CONSTRUCTION TO BE
(,, p FROM CALCULATED DIMENSIONS ONLY. ANY
I�
Gathering I�OOI�Y� REPORTEDDISCREPANCIES OR ERRORS TO BE
8'-0" x 8'-0" G.D. 9'-4" CLC.
PROMPTLY TO SUPERVISOR FOR CLARIFICATION
I
S
3. MECHANICAL EQUIP. LOCATIONS WILL BE
N DETERMINED BY COMMUNITY AND COUNTY
Room
eo CODES.
DiningRoom 4. A/G CONDENSER UNIT TO BE ANCHORED TO SLA
PER CODE M307.2 & M1309.3.
9'-4" CLG
�4 5. PROVIDE RECESS H&C WATER w/ DRAIN @
n WASHER SPACE.
6. VENT DRYER THRU EXTERIOR WALL U.N.O.
N-
7. PROVIDE COLD WATER LINE FOR ICE MAKER LINI
12" TOP EXT.
27.4" @REF. SPACE.
_ 8. SAG RESISTANT DRYWALL ON ALL CEILINGS.
6'-0" 11'-10" 9'-2"
T 2x6 FRAME 9. PULL ALL DIMENSIONS FROM THE REAR OF PLAN
KNEEWALL N 10. REFER TO EXTERIOR ELEVATIONS & TYP. DETAIL_
BELOW 36" o SHEETS FOR EXTERIOR WALL FINISH SPECS.
-------------- BARTOP `� c,
11. REFER TO DETAIL SHEETS FOR FLASHING
I OO REQUIREMENTS AT ALL WOOD TO MASONRY
c� INTERFACES.
I DBL. SINK w/T C o
D W _ 12. ALL INTERIOR FRAME WALL DIMENSIONS TO BE
181-6" DISPOSAL 8'-10" " °P 2' U.N.O.
I 4 M
F— —n°O VENT TO RANGE W Kitchen 13. ALL EXTERIOR BLOCK WALL DIMENSIONS TO BE
EXT.:7�' HOOD ABV. 9'-4" CLG. ,� 'z" U.N.O.
l a w I I 42" KNEEWALL W/ o
COU_NTERT_OP�a o� DECO CAP N o,� 14. ALL INT. FIRST FLOOR CEILINGS AT 9'-4" U.N.O.
I vl I I O O 36" HT. w/ CAB. ABV. N (NP,) M •• ALL INT. SECOND FLOOR CEILINGS AT 9'-0" U.N.
— — — B 15. C.M.U. & FRAME WALL SYSTEM SEGMENTS WHIC
_ co : CSLCiPE RCLIG. I �=q I I I / 6 AN RAL (TYP) M 06 LL HAVE AN UNINTERRUPTED LENGTH OF 12'-0" OR
26, o I I I I I �n I I U o MORE SHALL BE CONSIDERED SHEAR WALL SWE
8 R @ 5/3 " o SHEAR WALL SEGMENTS.
04
21-4 3'-8"
'IT -Pu I I /
17T@'10111'-0" 11 4'-4"
M.T.— - C 16. OPENING BETWEEN GARAGE AND RESIDENCE
" 2x6 WALL SHALL BE EQUIPPED w/ A 20 MIN. FIRE RATED
o 1-0 T SOLID WOOD OR HONEYCOMB CORE STEEL DOC
W.H. o ti SINK NOT LESS THAN 13/8" THICKNESS AS PER
M 1/2" GYPSUM BOARDS PPLIED/ FBC-R302.5.1.
)FULL HT. TO GARAGE SIDE & UNDER " " r" 4
WALL STAIR SURFACE AND SIDES 9'-4" CLG 17. INSTALL 5/8" TYPE X DRYWALL ON GARAGE
2'�" 15'-8" — 4'-0" �' S'-4" CEILING BENEATH HABITABLE ROOMS (TYP.)
4 %I -°;° 18. GARAGE DOOR TO BE CERTIFIED BY MFR. FOR 1,
I
TTI
__�( M.P.H.
A'AFCE
i W.C. 19. ALL TUB & SHOWER UNITS WILL HAVE
L —1
co ANTI -SCALDING DEVICES INSTALLED.
20. ALL OPERABLE WINDOWS LOCATED MORE THAN
030 F.G. 3080 DR. 72" ABV. SURFACE BELOW SHALL HAVE THE
18'-0" EMP 4'-2" 3'-0" 1'-$"
LOWEST PORTION OF WINDOW CLEAR OPENING
0*7 MIN. OF 24" ABOVE FINISHED FLOOR BEING
-Y `? SERVER PER(FBC-R312.2).
4 "' IV zIT
a
r 21. ALL INT. DOORS TO BE 6'-8" TALL U.N.O. OR PER
c Entry11'-4" CLC F.F.F. BUILDER / CLIENT
f ------2 Car- Gara -— ----- � -- -----
I 9'-4" CLC. F.F.F. � o ► DOOR NOTE KEY:
WZ
o I DOOR SIZE CALLOUT:
I 20 = 2'-0" 40 B.F. = 4'-0" BIFOLD
H.B. i I °Q 24 = 2'-4" 50 B.F. = 5'-0" BIFOLD
26 = 2'-6" 60 B.F. = 6'-0" BIFOLD
28 = 2'-8"
30 = T-0"
61 -0" X 7'-0" GAR. DR. _ WINDOW NOTE KEY:
WINDOW SIZE CALLOUT:
2040 = 2'-0" x 4'-0"
11-8" 16'-0" 11-8" 8" 71-4" 11-4"2050 = 2'-0" x 5'-0"
- 2060 = 2'-0" x 6'-0"
19'4" 91-411 • ALL WINDOW CALLOUTS ARE MEASURED IN FEET &
INCHES AS PER THE EXAMPLE TABLE ABOVE.
28'.8" Area Tabulations
Living:
1 st floor: 960 sf
First Floor Plan 2nd Floor: 1,127 sf
Total Living: 2,087 sf
SCALE: 1/8" = 1'-0" (11x17) 1/4" = 1'-0" (22x34) Entry: 50 sf
Covered Lanai: 120 sf
Garage: 394 sf
Opt. Bed 5 w- Bath 205 sf
Total Area: 2,856 sf
u
L
C
7
L
Q
C
V
S
Q
<
O
C
Q
L
C
v
v_
Q
Q
L
Q
n
>
L
L
c
L_
G
n
c
u
Q
LLL
H
C
Q
Gn
c
Q
>
a
N
c
L
L
V
a
L
H
>
Li
11
a
ct
L.
c
a
c
Li
c
Q:
a
z
a
..
E>
co
cm
N �
' 0
..J �
``x11111111!!/'ll/
• •• !/
• :R •
W D Cr
\• () O '�^ 0. O
2is•� Z v, �••
_�
=
QQ ��
_`
fie✓ /111 1
O r-
O
M O
� U
N _tN
u—c:
O p)
(!) � 'cn
N C 1`
Q.QMC'jO N
��(0.-O
+) L
^�
N ti O .�
O E
�cu
= = cu
00 QCLLL
c �
�w
z
v z
�g
� a
E
O v,
L W
O 0
in W
U
r
0 N
f V
O
U IL
O
N
�
4-J
O
J
O
O
N
�
O
rp O
Cl
Q O
V)
0000 N
d C -p N Ln
1\
O fa
u-
u
0 i O
O
L
Q w Ln O a
a
ISSUE DATE
06/08/2018
REVISIONS
PROJECT: 18-0332
SCALE: AS NOTED
DRAWN BY: JML & JFT
DESIGNED BY: MJS
FLOOR PLAN
110 ICAIVRCU IiGVtC1YIIIIVVJ _ _ - - -
FINISH ON METAL LATH OVER LOWER PORTION VENTILATION TOTAL: 3.89 SF.
9'-0" BRG. HT. 7/16" OSB. SHEATHING (TYP.) TO BE PROVIDED W/ SOFFITS @ EAVE:
J� 9-0BRG. HT. 80.00 LF. 0.049 SF. VENTING/LF
@ SECOND FLOOR t @ SECOND FLOOR Is
7'-8" HDR. HT.T-8 HDR. HT.
UPPER ROOF PERCENTAGE: 40%
@ SECOND FLOOR 1'-0" f Y @ SECOND FLOOR LOWER ROOF PERCENTAGE: 60%
O.HLLI
. i
1x6 SMOOTH FINISH BAND '
(TYP.)
DEC. LIGHTING (TYP.)
0'-0" FIN. FLR.
El C
171E1E1E1171171[71�
El El El F] I El [7 I
:71
.. ---
I
1711:117:117:1
w
x
�
�
ca
i`��1111111111///
o
ALL HORIZONTAL & VERTICAL
11'4" BRG. HT.
\Lj ¢ c) Z
U o
�6. dr�z
CONTROL JOINTS PER ASTM 1063
@ ENTRY
04
//(11111IN
10'-8 3/4" FIN. FLR. HT.
10'-8 3/4" FIN. FLR. HT.
M O
U
N
J to
u-
'c
@ SECOND FLOOR
_
SECOND FLOOR
Cc U) 04 O p
o
O E:v�E
L cu x
r -+' N
Q
co u -
c
�w
N z
a� z
_ 9'-4" BRG. HT. ,l
9'-4" BRG. HT.
E
0
N
w
� V �
8'-0" HDR. HT.
Y
V-0" HDR. HT.
Y
Q
n
1x6 SMOOTH FINISH BAND
1
1x6 SMOOTH FINISH BAND '
(TYP.)
DEC. LIGHTING (TYP.)
0'-0" FIN. FLR.
El C
171E1E1E1171171[71�
El El El F] I El [7 I
:71
.. ---
1711:117:117:1
�
111
(TYP.)
I Uf1x6 SMOOTH FINISH BAND
i
(TYP-)
3/8" TEXTURED CEMENTITIOUS
FINISH OVER C.M.U. (TYP.)
0'-0" FIN. FLR.
9'-0" BRG. HT.
@ SECOND FLOOR
T-8" HDR. HT.
@ SECOND FLOOR
7/8" TEXTURED CEMENTITIOUS
FINISH ON METAL LATH OVER
7/16" OSB. SHEATHING (TYP.)
10'-8 3/4" FIN. FLR. HT.
@ SECOND FLOOR
9'-4" BRG. HT.
8'-0" HDR. HT.
SCALE: 1/8" = 1'-0" (11x17) 1/4" = TV (22x34)
FIBERGLASS SHINGLE ROOF INSTALLED AS
PER MANUFACTURER'S SPECIFICATIONS.
9'-0" BRG. HT.
@ SECOND FLOOR
T-8" HDR. HT.
@ SECOND FLOOR
ALL HORIZONTAL & VERTICAL
CONTROL JOINTS PER ASTM 1063
10'-8 3/4" FIN. FLR. HT.
@ SECOND FLOOR
9'-4" BRG. HT.
8'-0" HDR. HT. _
3/8" TEXTURED CEMENTITIOUS
FINISH OVER C.M.U. (TYP.)
0'-0" FIN. FLR. oL 0'-0" FIN. FLR.
„ Roof Lavout
Rear Elevation A„
SCALE 1/16” = 1'-0" (11x17) 1/8" = 1'-0" (22x34)
(Opt. Loft)
SCALE 1/8" = 1'-0" (11x17) 1/4" = 1'-0" (22x34)
0
z
Q
co
Q
W
0
z
Q
w
cn
W
z
cn
2
Of
a-
0
JU
a
z
O
O
U
W
of
W
U)
w
CL
I
z
o
o
U
Q
w
m
O
}
L
U
Q
o
z
w
0
Q
r
r
Y
z
z
o :V c
'O 0 Z
C
ca
i`��1111111111///
�4,
Q ; u-
OZ J=
�.� 0Lu
•Z •
\Lj ¢ c) Z
U o
�6. dr�z
//(11111IN
o r-
o
O ~ E
M O
U
N
J to
u-
'c
'
< c\1 E
Cc U) 04 O p
C (D �� N
CI`C)
O E:v�E
L cu x
r -+' N
Q
co u -
c
�w
N z
a� z
a a
E ,
0 to
-c W
E
0
N
w
� V �
Y
Q
n
Y
1
Y
i
7
V)
v
uV
r 0
E V M
z O
W OJ
-�e LL
U
N
%D r-
%0 fo
<
,--I
N to
w
�
w
p
D
z
J
z
a
0
-
c
D O
0
N
� �
O
L
O
o V) M
0Y 00 N
d J" Ln
0 cn
1c
I�
N LL. O.o
c `
. L O
� d i
O
c c)0
Q w Ln O a
-
s
ISSUE DATE
06/08/2018
REVISIONS
PROJECT: 18-0332
SCALE: AS NOTED
DRAWN BY: JML 81 JFT
DESIGNED BY: MJS
ELEVATIONS "A"
04.A4___
(Opt. loft)
SCALE 1/8" = TV (11x17) 1/4" = TV (22x34)
T-8" HDR. HT. ri - T-8" HDR. HT.
@ SECOND FLOOR 2'-0"
1'-0"T @SECOND FLOOR
O.H.
ALL HORIZONTAL & VERTICAL
Lu
CONTROL JOINTS PER ASTM 1063
f
11'-4" BRG. HT.
N m @ ENTRY C
10'-8 3/4" FIN. FLR. HT.
- - 10'-8 3/4" FIN. FLR. HT.
o @ SECOND FLOOR r
@SECOND FLOOR
9'-4" BRG. HT:
I 9'
9'-4" HT.
8'-0" HDR. HT. ,�
}� 8'-0" HDR. HT.
1P GOTH FINISH BAND O.H.
3/8" TEXTURED CEMENTITIOUS
FINISH OVER C.M.U. (TYP.)
V-0" FIN. FLR. ,�
-� 0'-0" FIN. FLR.
ly
Right Elevation "A
(Opt. loft)
SCALE 1/8" = TV (11x17) 1/4" = TV (2204)
a
W
0
0
z
Q
Q
W
0
z
a
a
w
cn
W
z
cn
CD
0
U
Q
J
z
0
0
U
cn
W
W
ui
W
m
W
W
C=
N
O �
J ul V
C
•' •
'T ,� 1
•: �
O;z v 0 000
:w co
.V o ¢ 0•Z_
o�
'i o
O E
M O
� U
aJ cn
+� u-
(/)cli
ti 'C
ci CO
c��o
� a)
CDc: I -- o.,
0 E `.
cuco < 0-
u
�Z
-Z
L—AM AN vg
(D a
-c0:
W
o0
a
wu
0
w
a
z
0
Y
Q
a
0
it
�
N
L
N
O N
a
O
V L' M
O
C)
t
a
x
(n
w
w
�
0
0
J
z
z
F-
f -
m
0
0
O
0
Of
Q
a B o
c o
o
V) U) M
U N
L
0
0 N fu C)
O
>
W
Q w Ln O ate,.
m
li
w
w
m
Q
.
Y
Z
.
Y
.iJ
:n
Q
r
ISSUE DATE
06/08/2018
0
REVISIONS
Y
PROJECT: 18-0332
z
SCALE:: AS NOTED
z
DRAWN BY: JML & JFT
DESIGNED BY: MJS
ELEVATIONS "A"
05.A4
o
N
.4�
9
Lu
� t{3
41/
••
Y�(
�0. 46
•�01 A.
LL ••
Q .
• O p0
•- • Q
¢ O Z
•Y1' �
Ole as
ttttt���
O�
�r O
O ti
M O
N J N
LL
O p)
fn cli
N C ti
'.
E
CCU)NCO p
cn _
0 qt`s•.
T— � =/� (u
W< CL
C �
w
N z
Z
�g
E ,
o v,
s �
w
O
N
W
41 0
N W
O
2
U O
W
Q
O
N
Q
�
O
L
cu
aON
w
00
V E M
z
O
W J
CDo
M
~
a
x
N is
*�
W
w
�
�
O
c�
z
J
z
a
m
0
m
O
O
p
�
N
�
N
r0 ;0.+ O
�
M
0000 N
tp �
V N Ln
cn n
r)
LL
z
O
'V)
O a
N
Q
W
C
Q w Ln O a-
m
if
W
z
Q
z
a
Q
z
ISSUE DATE
06/08/2018
1
r
REVISIONS
Y
y
i<
PROJECT: 18-0332
z
SCALE: AS NOTED
z
DRAWN BY: JML & JFT
DESIGNED BY: MJS
SECTIONS
06
V
: OPTIONAL OVERHEAD SERVER GENERAL NOTES KEY:.
IQSAME AS UNDERGROUND
200 AMP 1. BUILDER TO VERIFY EXACT LOCATION OF FLOOR
OUTLETS IN FIELD.
SERVICE 4/0 SCR AL.
AMP NEMA 3 2. ALL OUTLETS ARE TO BE AFCI PROTECTED.
METER SEE FLOOR PLAN FOR FUSE SIZE
MAIN 3. ALL 15A AND 20A 120V BRANCH CIRCUITS WILL BE
DISC. AIC DISC. AFCI PROTECTED.
#14 COPPER TO LIGHTS AND OUTLETS 4. ALL 15A AND 20A 120V BRANCH CIRCUITS
#10 COPPER TO WATER HEATER LOCATED IN THE GARAGE AND LAUNDRY WILL BE
TYP. #8 COPPER TO RANGE GFCI PROTECTED.
ELECTRICAL #8 TO A/C
UNDERGROUND PANEL 5. ALL GARAGE BAYS WILL HAVE DEDICATED GFCI
SERVICE BY (20 CIRCUITS) OUTLET.
POWER CO.
6. ALL OUTLETS LOCATED IN THE KITCHEN AND
BATHROOMS ARE TO BE GFCI PROTECTED.
0 N
#2 -GROUND TO (2) 5/8' RODS (6' APART) ALSO 7. DW. AND GARBAGE DISPOSAL ARE TO BE GFCI
WP SERVICE TO BE BONDED TO FOOTING STEEL PROTECTED.
AF NOTE: 8. EXCEPTIONS TO THE GFCI STIPULATION WILL BE
ALL ELECTRICAL WORK AND MATERIAL PROVIDED SHALL COMPLY WITH THE FLORIDA ALLOWED ONLY IF ALLOWED PER CURRENT
BUILDING CODE. (2017) THE ABOVE ELECTRICAL LAYOUT IS FOR BID PURPOSE ONLY. NFPA / NEC.
(OPT) 4 RECESS LIGHTS 9. OUTLETS LOCATED IN THE LAUNDRY ARE TO BE
AF GFCI AND AFCI PROTECTED.
AF 200 A ELECTRICAL RISER 10. OUTLETS LOCATED WITHIN 6'-0" OF A WET AREA
ARE TO BE GFCI PROTECTED.
11. ALL OUTLETS OVER COUNTERTOPS TO BE 42"
A.F.F. (U.N.O.).
(OPT) PRE -WIRE 12. ALL SMOKE/CARBON MONOXIDE DETECTORS
CLG. FANILITE - ARE TO BE HARD WIRED, INTERCONNECTED AND
AFCI PROTECTED.
13. 8'-0" HEIGHT VANITY LIGHTS IN MASTER
IBATHROOM AND T-0" IN ALL OTHER BATHROOMS.
NOTES:
j • THIS DIAGRAMMATIC PLAN IS INTENDED TO
SHOW LIGHTING AND CONVENIENCE OUTLETS
ONLY. IT IS THE ELECTRICAL CONTRACTORS
RESPONSIBILITY TO VERIFY THE REQUIREMENT
AND LOCATIONS OF ALL ELECTRICAL
EQUIPMENT, (INCLUDING KITCHEN EQUIPMENT)
AND PROVIDE AND INSTALL COMPLETE
ELECTRICAL SERVICE AS REQUIRED PER NFPA,
AF NEC, FBC CODES AND ALL REIGNING
MUNICIPALITY CODES, STANDARDS AND
U/C GFCI FOR \ _ ORDINANCES.
- DISPOSAL &
• LOCATION OF FIXTURES AND / OR OUTLETS ARE
DW \ SUGGESTED LOCATIONS AND MEET MOST LOCAL
CODE REQUIREMENTS. ADDITIONS OR
ADJUSTMENTS MAY BE MADE BETWEEN THE
::] GFI
OWNER AND BUILDER IN THE FIELD.
-- ----
•
LOW ALL ELECTRICAL WORK AND APPLIANCES ARE IN
FULL COMPLIANCE WITH N.F.P.A., N.E.C., F.B.C.
0
6TH EDITION (2017) RESIDENTIAL, AND ALL
\ APPLICABLE LOCAL STANDARDS, CODES, AND
ORDINANCES.
\ VARIOUS SYMBOLS ON ELECTRICAL LEGEND
MAY OR MAY NOT BE USED ON THIS PLAN.
EXTRA
11 DUTY o
1- \ AF o
AF
GFI GFI
ELECTRICAL KEY:
42„ 42„ o
{ ( I CEILING MOUNTED LIGHT o
f I 0 IG
{ l BV. o
-�-pc
PULL CHAIN LIGHTz
7T— ui
® RECESSED LIGHT a
42' WALL MOUNTED LIGHT z
GF \ CD
WALL WASH RECESSED o
/ AF
— f DUPLEX RECEPTACLE z
/ f I 220 V RECEPTACLE Q
� ``'
v 1/2 HOT, 1/2 SWITCHED 9
{ / IWATER PROOF RECEPTACLE
-L FLOOR RECEPTACLE n
w
PRE -WIRE FOR CLG. FAN
{ GFIGROUND FAULT INTERRUPT
W.P. GFI\ { w
OUTLET L WALL SWITCH
0
BOX3-WAY SWITCH ` { z
"
cn
a
— — — — — — — —I �o DIMMER SWITCH o
N TELEPHONE JACK z
{ Q
f H CABLE JACK m
cn
PRE -WIRE GARAGE DOOR OPENER
AF GFCI / ® _
@ 42-1`�--� FLUORESCENT LIGHT z
{ / ELECTRICAL PANEL =
f 0
{ ® CHIME 4
` F 0 DOOR BELL / GARAGE DOOR SWITCH o
f L� DISCONNECT SWITCH
i. ELECTRICAL METER
mi
S.D. SMOKE DETECTOR
cn
C.M.S.D. CARBON MONOXIDE / SMOKE DETECTOR
cnw
CEILING FAN W
r
Lu
Electrical PWALL SCONCE
+ CHANDELIER =
cn
bi
-0" (11x17) 1/4" = T-0" (2204) SPOT LIGHT
FLUSH MOUNT FLUORESCENT LIGHT Ld
0®
FAN / LIGHT COMBINATION o
cn
GARBAGE DISPOSAL MOTOR Y
® SPEAKER
- m
O JUNCTION BOX N
L.V. LOW VOLTAGE
V.P. VAPOR PROOF
A.F. ARC FAULT PROTECTION
0
O
CD
�t I* --E
O
C-4 O
� U
4-0
u-
� t0 O
in vi ti 'N
-
Q.��C7 N
cu U) c\I 0
C 4.5 e -N � CA
.� O � ,E
E .... .
Lo� x
r- = = cu
00 Q LL
c
�w
N z
a� Z
O a
O N
-c X
E z
O C7
viN w
w U a
0
w
Q
z
0
Y
Q
El-
u-
u- N
cn
00 EUN
w
z O V/ � J
�N .Q u".
-o
cnMC r1.0 o
w �
w
c� J
z
z
m
0
m
o p
0Of0
a cr C)
o V) fn
r=- fo U 0 N
Ln
z CL c: d C cn n
o O N f - c)
O
'cn a > -p
C C
C) c
w Q W Ln O 8-
m
r
�v
w
w
Q
0
0
z
w
0
Q
ISSUE DATE 06/08/2018
0
z REVISIONS
m
PROJECT: 18-0332
} SCALE: AS NOTED
Q DRAWN BY: JML & JFT
z DESIGNED BY: MJS
ELECTRICAL LAYOUT
0/
O
O
N
M O
N J cn
= LL OC;)
N cn
O co .a)
O N
c N co O
C ice+ ti
N cn
C I` p ._,
.L O a E
OELo cu
L (a
O Q Q. LL
rnW
Z
Z
-v g
°? a
E ,
0 v,
L W
0 0
vi
rn N
w U
O
S
W-
cr
Q
Ln
O
Y
Q
cu
d
O
ry\ fu ON
U ch
LL
Lu
w M r' � C
x *� N
ry
w
w a-•+
O
c� 'J
z
z
a
m
0
� O
o p
F L
O
d Q iO
ul
N
rz- U N Ln
z a H C M^
a 0 fo
O
CD C LL �
o O i O
z .L CL 'O N
CD ' j L-. O C C
Q C N C=
w Q w v) 0 a-
m
i
r
w
w e
C e
0
z
Q
ISSUE DATE 06/08/2018
0
ae REVISIONS
,o
iw
FPROJECT: 18-0332
'. z SCALE: AS NOTED
z DRAWN BY: JML & JFT
DESIGNED BY: MJS
> ELECTRICAL LAYOUT
08.4
CONCRETI
HEADER 0
LINTEL
PC EXP. S7
PC ANCHC
STRIP
GLS. BLK.
PC PANEL
REINFOR.
SEALANT
PC ANCHC
I" EXP. BOl
PERANCH
MORTAR
ASPHALT
EMULSION
CONC. BLC
WALL
EXTERIOR
PANEL ANCHOR CONSTRUCTION
PC PANEL REINFORCING (TOP): USED IN PANELS OVER 25"S.F. IN AREA,IS EMBEDDED HORIZONTALLY IN
THE MORTAR JOINTS BETWEEN EVERY OTHER COURSE. PANEL REINFORCING IS FORMED OF TWO
PARALLEL WIRES, EITHER 1" O.C. (FOR USE WITH "THINLINE" SERIES GLS. BLK.) OR 2" O.C. (FOR USE W/
"PREMIERE" SERIES GLS. BLK.), W/ BUTT WELDED CROSSWIRES AT REGULAR INTERVALS. 4' AND 10'
LENGTHS AVAILABLE.
PC PANEL ANCHORS (MIDDLE): ARE USED TO TIE PITTSBURGH CORNING GLASS BLOCK PANELS INTO THE
SURROUNDING FRAMEWORK WHEN CHANNELS ARE NOT USED. FORMED FROM 20 GAUGE PERFORATED -
THEN GALVANIZED STEEL STRIPS, PANEL ANCHORS ARE AVAIL. IN 1l" WIDTHS X 24" LENGTHS.
r
w
0
w
Q
0
Y
Q
m
0
a
w
w
w
�
c�
z
M
0
cn
N 'c C
cl Z
1 1
J Uj v
EXPANSION STRIPS (BOTTOM): MADE OF WHITE POLYETHYLENE, ARE INSERTED AT THE HEAD AND THE
�O J
m
•••
v �2.
LL
0 al J
Ll1;W ¢ p•Z
STRIPS REPLACE MORTAR AT THESE POINTS TO CUSHION THE GLASS BLOCK AND ALLOW THE PANEL TO
26 �• ` z
see
>> >>
4. 4
EXPAND & CONTRACT FREELY. FOR METAL CHANNEL OR MASONRY CHASE CONSTRUCTION, PC
"
ilk
C) �-
qq CD
o� E
M 0
*k a
J N
LL m
Co cl ti '
EXPANSION STRIPS ARE AVAILABLE THICK X 4' WIDE X 24" LONG. FOR PANEL ANCHOR CONSTRUCTION,
> •'
Q Q0) N E
+aU)04co 0
N c ti ~ N
0a•E
O
4.. '
0,0 u-
c
rnW.
Z
N Z
STD. 4" WIDE STRIPS ARE EASILY CUT TO 3" WIDTH, FOR 3]" "PREMIERE" SERIES BLK., AND TO 21" WIDTH,
a) a
E
0 N
t w
00
�W
U �
FOR 32 "THINLINE" SERIES BLOCK.
00
V U M
INSTALLATION. NOTES:
^^ ,, i
W -gyp
U-
� U
O
O
ry
N (/
�
1. THROUGHOUT INSTALLATION, KEEP THE WINDOW JAMBS PLUMB AND SQUARE. KEEP HEAD AND SILL
�
J
O
0
N
�
LEVEL AND SQUARE. MAKE SURE HEAD AND SILL ARE NOT CROWNED UP OR DOWN.
CD
� � o
co
-he & o N
o
c=9
O
c
2. CONSTANTLY CHECK WIDTH AT MEETING RAILS (i.e. DOUBLE HUNGS) TO AVOID "BOWED OUT'
L O
Q w Lnn O 5-
o
INSTALLATION..
ISSUE DATE
06/08/2018
REVISIONS
3. APPLY GENEROUS BEAD OF CAULK ALONG INTERIOR SURFACE OF NAILING FIN ON ALL SIDES PRIOR TO
PROJECT: 18-0332
SCALE: AS NOTED
6
GLASS BLOCK DETAILS
DETAILS
SETTING WINDOW INTO OPENING.
.,
4. PLACE 1/4 SHIMS AT SILL CORNERS AND SET WINDOW INTO SHIMS. CENTER THE WINDOW IN THE
o
w
OPENING ALLOWING A 1/4" GAP BETWEEN WINDOW AND FRAMING MATERIAL ON EACH SIDE. WHEN
SCALE: N.T.S.
o
INSTALLATION IS COMPLETE, THESE SHIMS MAY BE REMOVED.
CHIMNEY HEIGHT 24"
ROOF UNDERLAYMENT PER FBC
w
m
5. INSTALL FASTENERS (STRAIGHT, NOT ANGLED) IN EVERY OTHER FASTENER SLOT STARTING AT THE
ABOVE ROOF WITHIN 10'—1R905.2.7
MIDDLE OF THE WINDOW. FASTENER MUST BE EMBEDDED INTO SOLID WOOD A MINIMUM OF 1". KEEP
CDX PLYWOOD OR O.B.S.
-
WINDOW LOCKED UNTIL ALL SIDES ARE SECURED.
LATH AND STUCCO
o
zLn
6. CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT USED.
PRE -FAB CAP
7. CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW.
OVER CHIMNEY
<
8. INSULATE AROUND PERIMETER WITH BATT TYPE INSULATION. DO NOT USE EXPANDABLE FOAM. THE USE
"J" METAL FLASHING
Z
OF EXPANDABLE FOAM WILL VOID WARRANTY.
HCDPUR TYP.
4x5 BASE FLASHING
9. FOR ANY INSTALLATION FINISHED WITH BRICK OR STONE, ALLOW 1/4" GAP AT SILL BETWEEN
ROOF COVERING PER PLAN
o
STRUCTURE AND WINDOW. THEN, CAULK THIS GAP.
- 7/8" STUCCO OVER PAPER
15/32" C.D.X. OR 7/16" O.S.B. (MIN.
10. CAULK GAP BETWEEN INSTALLED WINDOW EXTERIOR PERIMETER AND J -CHANNEL (OR BRICK OR OTHER
1/2" PLYWOOD EXTR. SHEATHING BACK WIRE MESH U.N.O.
2.5:12 PITCH)
cn
Q LLJ
EXTERIOR FINISHING MATERIAL WHICH SURROUNDS WINDOW).
ALL AROUND NAILED 8d 6 & 12
@
ROOF UNDERLAYMENT PER FBC
Q X
GALV. L -FLASHING
o
2x's @ 24" O.C. W/ HUGHES MP3�5
ATTACHED TO SHEATHING
J
FLASHING SEQUENCING:
WHEN GREATER THAN 24"x24".
Nz
• APPLY BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER ALL OF ROUGH OPENING.
SET WINDOW UNIT.
2x4 BLOCKING 2x4 BLOCKING
0
• APPLY 2ND BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER NAILING FIN AND BLDG PAPER.
/
'
• APPLY SIDE STRIPS OF SELF-ADHESIVE TYPE FLASHING.
TRUSS @ 24" O.C.
��
1/ ���
w
o
• APPLY TOP PIECE OF SELF-ADHESIVE TYPE FLASHING.
%
��
z
o
/
RUSS @ 24" O.C.
��
z
j j
co
NOTE:-
o�
ROOF COVERING PER
SELF-ADHESIVE TYPE FLASHING IS A GENERIC TERM. SEE SPECIFICATIONS FOR MATERIAL TO BE USED.
PLAN
7�
ROOF UNDERLAYMENT
�
IMPORTANT:
BLOCKING 2x4 BLOCKING
PER FBC R905.2.7
15# FELT DRAINAGE PLANE
^IRT
METAL FIRE BLOCKING NI
ROOF SHEATHING
W z
= Q
IT IS THE RESPONSIBILITY OF THE OWNER OR BUILDER TO SELECT PRODUCTS IN COMPLIANCE WITH
AROUND FLUE LINER
APPLICABLE LAWS AND BUILDING CODES. DO NOT USE MURIATIC ACID ON HOMES AFTER INSTALLING THIS
WOOD BASED EXTERIOR SHEATHING- OSB
6 MIN. LAP ON METAL
z
WINDOW. THE ACID MAY DESTROY THE COIL SPRING BALANCE SYSTEM. VVINDOWS WILL NOT BE UNDER
2x4 #2 SPF OR #3
�
WARRANTY IF EXPOSED TO MURIATIC ACID. DO NOT LAY WINDOWS FLAT OR STORE IN SUN BEFORE
7/8" NOMINAL STUCCO THICKNESS Q
SYP STUDS @16" O.C.
INSTALLING. ALL WARRANTIES NULL AND VOID IF ANY VERTICAL HOLES ARE PUT INTO WINDOW SILL AREA OF
,�` -% /,
/
Ln
o w
ANY WINDOW.
i ..%; /
f j�j�j� j j
U m
PAPERBACK LATH
PEEL AND STICK TAPE
z w
v
MANTLE
i I/!/
ii�,
0=
METAL OR PLASTIC EXPANSION JOINT � ,
DRAINAGE PLANE OVERLAP CONTROL BEAD
FLASHING AND MEMBRANE STRIP OVER WOOD
�„
o
FRAME / MASONRY CONNECTION. ' �'` ; i
/
//f /
w
MEMBRANE STRIP COVERING WOOD FRAME
t /f
U5 �
INTERSECTION UNDER EXPANSION JOIN EQUAL
PRE -FAB FIRE BOX
/
w o
�<
TO PROTECTO WRAP BT-20XL-9" WIDE. TO
DAMPER
j%
/ui
m
EXTEND 2' BELOW THE CMU
18 NON-COMBUSTABLE
G
1/2" NOMINAL CEMENTITIOUS FINISH
MATERIAL FOR HEARTH.
w o
FOUNDATION
o of
0
ww
Q
7)a
o�
cn r
VALLEY RAFTER
Z
0
N
SCALE: 3„
2 WINDOW FLASHING DETAILS SCALE: N.T.S.
20 STUCCO BOND BREAK/FLASHING DETAIL
ARE EAB FIREBOX
FLASHINGDETAIL
SCALE: N.T.S.
SCALE: N.T.S.
"
0
w
0
w
Q
0
Y
Q
m
0
a
w
w
w
�
c�
z
M
0
cn
N 'c C
cl Z
1 1
J Uj v
�J
�O J
m
•••
v �2.
LL
0 al J
Ll1;W ¢ p•Z
26 �• ` z
see
ilk
C) �-
qq CD
o� E
M 0
*k a
J N
LL m
Co cl ti '
0) W
> •'
Q Q0) N E
+aU)04co 0
N c ti ~ N
0a•E
O
4.. '
0,0 u-
c
rnW.
Z
N Z
-0g
a) a
E
0 N
t w
00
�W
U �
00
V U M
O
^^ ,, i
W -gyp
U-
� U
O
O
ry
N (/
�
�
J
O
0
N
�
N
CD
� � o
co
-he & o N
a c 'v c� Ln
M
O ~
c=9
O
c
0 'i 0
fl. > -a N
.;
..GENERAL NOTES
ENGINEERED LUMBER _ _
FIELD REPAIR NOTES
1. OMITTED REBAR
FOUNDATIONS
1. ENGINEERED LUMBER PRODUCTS SHALL CONFORM TO THE CURRENT EDITION OF
THE ANSI/AWC DESIGN
DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR
CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION.
NATIONAL SPECIFICATION FOR WOOD CONSTRUCTION (NDS).-
INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW
0
SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF
2. ENGINEERED LUMBER SHALL BE EITHER STRUCTURAL COMPOSITE LUMBER AS
MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED
MAX. DRY DENSITY AS DETERMINED BY ASTM D1557 (MODIFIED PROCTOR) MINIMUM
DEFINED NDS SECTION 8.1 (INCLUDING LVL, PSL, AND LSL LUMBER)
FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO
BEARING CAPACITY 2000 PSF
3. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN
MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE
TERMITE TREATMENT
VALUES AS FOLLOWS:
30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING
DL = 7 PSF (SHINGLE TYPE ROOF COVER)
COLUMNS BEAMS STUD
BEND).
REFER TO SECTION R318 PROTECTION AGAINST TERMITES, OF THE
E = 1,700,000 brie U.N.O. E = 2,000,000 Ibfin2 U.N.O. E = 1,500,000 IbAn� U.N.O.
2. STRAPS/CONNECTOR SUBSTITUTION
FLORIDA BUILDING CODE - RESIDENTIAL CURRENT EDITION, FOR FULL
LIST OF REQUIREMENTS
Fb = 2650 Fb = 3000 Fb = 2200
MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT
CAST IN PLACE CONCRETE
Ft =1650 Ft = 1700 Ft = 1500
& LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL
C) DECKS = 40 PSF D) STAIRS = 40 PSF
5. ALL STRUCTURAL WOOD MEMBERS INCLUDING EXTERIOR FRAME WALLS, BEARING
MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED.
1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF
Fc 11= 3000 Fc 11= 3000 Fc 11= 2100
3. STAIR CONSTRUCTION
2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT,
Fc j = 450 Fc 1= 900 Fc450
j =
2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE
AND A MAXIMUM WATER/CEMENT RATIO OF 0.58.
Fv = 285 Fv = 285 Fv 150
USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETAIL SHEET FOR MORE INFO.)
2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO
=
4. METAL STUD SUBSTITUTION
ASTM A-615 GRADE 60 MIN.
WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN
WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS
3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4
CONDITION U.N.O.
5. OMITTED J -BOLT
WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN
CEILING CONSTRUCTION
-1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH
THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF.
9. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE
MIN. 7" EMBEDMENT.
4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE
1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING U.N.O.
-1/2"4" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2"
REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND
2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN
J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301.
LIVING SPACE IS ABOVE THE GARAGE.
6. MORTAR JOINTS
5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING
MEANS AND METHODS
-FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCKAFFECTED (NO VERT. REINF. REQ'D)
BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 30" LAP EXCLUDING BEND
CONSTRUCTION MEANS & METHODS ARE THE SOLE RESPONSIBILITY OF THE
-FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCKAFFECTED ON
AT EACH END SHALL BE PROVIDED.
6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS.
CONTRACTOR. THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE
EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT_ PER PLAN.
"EXCEPTION:
7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE
ERECTED & TRUSS / FRAME MEMBERS ARE CONNECTED PROPERLY PER APPROVED
IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW AS WELL AS 1st 2
( }
CENTER TO UPPER 1/3 OF THE SLAB.
FRAMING PLANS / DETAILS ALONG W/ CONNECTOR & COMPONENT MANUFACTURERS'
COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES,
BOLTS AND THREADED RODS
SPECIFICATIONS. UNTIL SUCH TIME, TEMPORARY BRACING & SHORING OF WALLS AND
THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG
1. ALL. BOLTS &THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.)
FRAME MEMBERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
-FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5
VERT. REINF. IN EA. CELL, CONT. PER PLAN.
2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS
UNDER STAIR PROTECTION
7. OVERHANGING CMU WALL
FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR
-FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT.
HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL; SILICON BRONZE
SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH
CELLS PER PLAN.
OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153.
(12.7MM) GYPSUM BOARD.
-FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES
3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE
METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD
IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN
OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN
IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS,
-FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS.
ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM.
METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL
STRUCTURAL STEEL
MASONRY WALL CONSTRUCTION
AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES
1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE
1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2,
OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES.
STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S,
CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000
1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A
PSI (fm = 1900 PSI)
MINIMUM G50 ZINC COATING
Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 F =36 KSI.
y
2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270
2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE
2 . STRUCT. CONNECTIONS: ALL STRUCT. BOLTS BE A325N U.N.O. ALL A BOLTS
N
3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1".
(NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING.
SHALL BEAT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL
TICAL (
4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE
3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE
BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8"
SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
PRESERVATIVE WOOD TREATER.
DIA. TO BE A307 THREADED. ROD &CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL
5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS
4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES
CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM APD OR ASTM A-307
FILLED WITH COARSE GROUT AND GRADE 60 STEEL. REINFORCEMENT SHALL BE
OF PRESSURE TREATED WOOD SUCH THAT THEY MEET THE REQUIREMENTS OF
SHOP AND FIELD WELDS: E7ELECTRODES STEEL SHOP DWGS TO BE
PLACED IN CENTER OF MASONRY CELL W1 MIN 1/2" CLEARANCE TO INSIDE FACE.
ASTM F1667
ANF.T
FAB
PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED
6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK
PREFABRICATED WOOD TRUSSES
CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL
WALL AT THE TOP & BOTTOM & MAXIMUM U.N.O. VERTICALLY. TIES THE
BE 3/e' UNO.
FOOTING & LINTEL STEEL IS ADEQUATE @ TOP &BOTTOM OF WALL; REBAR
1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR
3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES,
POSITIONERS IN MIDDLE OF WALL
SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT
SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION
7. REINFORCING STEEL SHALL BE LAPPED MIN. 30" U.N.O.
CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE
ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES.
8. HOOKS AT THE TOP &BOTTOM OF VERTICAL REINFORCING BARS TO BOND
ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL
4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER COLOR AS DIRECTED
(
COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND
FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES.
BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE
9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED
THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED.
PROTECTION.
ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED.
PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS
5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY
10. MASONRY ROUGH OPENING TOLERANCES -1/4" TO + 1/2"
AND STRUCTURAL PLANS FOR MORE INFO.
STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF
11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL
2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO
PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER.
LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO
DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE
CELLS BELOW TH S F F
CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY
E U E O ELT PAPER AS A STOP IS PROHIBITED.
12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING
TRUSS ENGINEER OF RECORD
CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE
13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO
LATEST EDITION OF ANSI TPI 1.
CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION.
4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS
14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/
MANUFACTURER UNLESS NOTED ON PLANS
EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE
5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF
CONSOLIDATION.
TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY
(PSF)
TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS.
WOOD CONSTRUCTION
TRUSS DESIGN LOADS
1. WOOD CONSTRUCTION SHALL CONFORM TO THE ANSI/AWC "NATIONAL DESIGN
TOP CHORD: Lr = 16 PSF
SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS)
DL = 7 PSF (SHINGLE TYPE ROOF COVER)
2. LUMBER DENOTED AS SPF#2 OR SPF#1/#2 SHALL BE SPRUCE -PINE -FIR VISUALLY
DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER)
GRADED "No.1/No.2" BY NLGA, OR BETTER.
DL = 14 PSF (TRUSS OVERBUILD)
3. LUMBER DENOTED AS SYP#2 SHALL BE SOUTHERN YELLOW PINE OR "MIXED"
BOTTOM CHORD: DL = 5 PSF .
SOUTHERN YELLOW PINE VISUALLY GRADED "No 2" BY SFIB, OR BETTER:
MINIMUM FLOOR DESIGN LIVE LOADS:
4. OTHER LUMBER SHALL BE VISUALLY GRADED "No. 2" OR BETTER, REGARDLESS OF
A) FLOORS = 40 PSF B) BALCONIES= 60 PSF / 100 PSF (IF BALCONY > 100 SQ FT)
SPECIES, U.N.O. ON FRAMING PLANS OR DETAILS.
C) DECKS = 40 PSF D) STAIRS = 40 PSF
5. ALL STRUCTURAL WOOD MEMBERS INCLUDING EXTERIOR FRAME WALLS, BEARING
E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O.
WALLS, SHEAR WALLS, AND MISC. MEMEBERS (I.E. BLOCKING OR GABLE END BRACING)
MINIMUM FLOOR DESIGN DEAD LOADS:
SHALL BE SPF#2 OR BETTER U.N.O..
A) FLOORS = 15 PSF B)BALCONIES = 15 PSF
6. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING
GENERAL LOADING:
(GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED.
ATTIC WITHOUT STORAGE = 10 PSF
7. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD
ATTIC WITH LIMITED STORAGE = 20 PSF
SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4.
GUARDRAILS / HANDRAILS = 200 LB POINT LOAD 150 PSF
8. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL
GUARDRAILS IN -FILL COMPONENTS = 50 PSF
SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER
GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS
AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE
-ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS
PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY
-G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA
DURABLE OR PRESERVATIVE -TREATED WOOD.
RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING
9. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE
-MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE
CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE
TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS
THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED
LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM
BY OTHERS.
EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3)
10. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE
12d TOENAILS EACH END.
CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL
-TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS
HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON
MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND
HSS2 STUD SHOES, TYP U.N.O.
EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP
11. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE
GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3
TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD
FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS.
TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION.
-PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING
FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR
PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS
STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT.
DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST
12. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY
ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD.
IS TO BE PRESSURE TREATED IN ACCORDANCE WITH THE LATEST EDITION OF THE
-INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS
AWPA U1 STANDARD.
AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-133. ("T" BRACING MAY BE USED I.L.O.
13. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR
PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT
MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT
TABLE WITHIN BCSI-B3).
WOODEN TOP PLATES.
-AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d
14. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS
TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND
INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2
BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN
BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING)
DIAGONAL BRACING REQUIRED AT CLB PER BCSI-63.
6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING
POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL
BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS.
DESIGN PRESSURES
WIND DESIGN LOAD INFORMATION
WIND SPEED (ULTIMATE) 140 mph
WIND SPEED (ALLOWABLE) 108 mph
WIND EXPOSURE B
RISK CATEGORY 11
BUILDING TYPE V B
ENCLOSURE CLASSIFICATION ENCLOSED
INTERNAL PRESSURE COEFFICIENT +/-0.18
WIND PRESSURE & SUCTION
EFFECTIVE
(PSF)
WIND
(+) VALUE DENOTES PRESSURE
AREA (SQ FT)
- VALUE DENOTES SUCTION
AREA
4)
O
10
(+) 21.2
(+) 21.2
(-) 22.9
- 28.3
20
(+) 20.2
(+) 20.2
(-) 22.0
(-) 26.4
50
(+) 19.0
(+) 19.0
(-) 20.8
(-) 23.9
100
(+) 18.0
(+) 18.0
_) .19.8
- 22.0
GARAGE DOORS
9'-0" x 7'-0"
16-0" x 7'-0"
(+) 18.4
+
(-) 20.9
(-) 19.7
WIND PRESSURE/
SUCTION DIAGRAM Qq
STANDARD DESIGN PRESSURE NOTES
1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND
CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA
BUILDING CODE 6th EDITION (2017). WIND SPEED IS BASED
ON LINEAR INTERPOLATION FOR THIS SITE.
2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME
IS 15FT, 2 STORY HOME IS 30FT
3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET
ULTIMATE WIND PRESSURES.
4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR
BUILDING CORNERS.
5. INDICATED PRESSURES CAN BE INTERPOLATED FOR
OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED
WITH THE LOWER EFFECTIVE AREAS.
6., DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS
140 MPH OR GREATER IS CONSIDERED TO BE IN THE
WIND -BOURNE DEBRIS REGION. GLAZED OPENING
PROTECTION IS REQUIRED AND SHALL BE PROVIDED PER
SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE -
RESIDENTIAL, CURRENT EDITION.
SC STRUCTURAL NOTES
F-
S1A FOUNDATION PLAN Z
W
0
S2A DOWEL PLACEMENT PLAN w
ti
S3 FOUNDATION DETAILS
0
N
S4A LINTEL PLAN 0
S5A FIRST FLOOR FRAMING PLAN
S6 NOTES & CONNECTOR LEGEND
;,w i`.0Uu11111111 w ,CO
NG-
S 7A ROOF FRAMING PLAN ``,���� :,..•...N•,•�/li/� ,, o :y'' Y Co 0
- -q- :4/ rn ,L 6.1�� uj � = Z N
SD1 GENERAL DETAILS °:� 2: =Q
J
m tL U"d F¢- O• Z`� J J
SD2 GENERAL DETAILS o :2�-�:' z �'�'r� Z
•�• •• - �!
SD3 GENERAL DETAILS o .,,d� •••......•-=��,,� o
i�� �c pFl ` o: �
SD4 GENERAL DETAILS
F-
SD5 TWO STORY DETAILS-
z
SD6 TWO STORY DETAILS 0 F-
F-
ST1 GENERAL STAIR DETAILS a
tr
LU
O
J
Q
x
E-
w Z
0
O
UCL
D �
z V
cYi W
W
� O
a
U W
LLO
U
z
O
> to U °
0 W
Ld
a q °
�--
F- O °
' z
7 U
t~n LJ z ° -in
o am
z
O ry�w
z WU^w
O DU�1 E
QJ co
U 06 _p co, 0-) 8
MASTER UPDATE W U ? Q Z
S W D F-Upmu_P c
NUMBER ~ =�_jo�00¢vc
N ER DATE DESCRIPTION INTIALS Z Q O� M w o
wo=zwzE
I- Oz1-wY0
1 10/21/2016 CREATED ELEV. A, B, C& OPTION BEDROOM#5 DP a W v W a a
O (n z�OM
2 3/10/2017 UPDATED FOR GRADE 60 STEEL & SHEET NUMBERING DP Q o
REVISED STAIR FROM AN 'L' SHAPE TO A STRAIGHT RUN FOR o
3 9/22/2017 ELEVATAIONS A, B, & C STANDARD DP o r
°°
UPDATED ELEV A W/ MASTER TRAY & B W/ MASTER TRAY FRAME a- Q r
4 12/6/2017 MR zE"
WALK REVISIONS PER WP -13 & WP -15Z O
UPDATED ELEV C W/ MASTER TRAY PER FRAME WALK REVISIONS
5 4/27/2018 WP -154 & PLANS HAVE BEEEN UPDATED TO MEET F.B.C. 6TH DP ° w Q W °
EDITION (2017) RESIDENTIAL z w
OJW
6 7/3/2018 UPDATED ELEV A FRAME WALK REVSIONS PER WP -118 DP w w LU
z QVa
� LU
F ama ,
0 W (1)H
O n
oO � 00
W QC --
z a cm
w
0
U) STRUCTURAL ENG: CNS
W DRAFTING:
I=- -STRUCT: DP
• U
QC CHECK: CC
U JOB No. PSQ-0205452
Q SCALE: AS INDICATED
z
w DATE: 07/09/18
w
U
-COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
SYMBOLS LEGEND
FOUNDATION NOTES:
■ INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5
1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE
CONT. FTG. TO TIE BEAM (8'-0" O.C. MAX U.N.O.)
LAPPED MIN. 6" AND SEALED. REFER TO FBC-R CURRENT EDITION
SECTION R506.2.3 FOR REQUIRED LOCATIONS
2 PROVIDE 4"WELDED WIRE MESH
• INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60#5
PLACED AT MIDDLEIOR UPPER 1/3 OF SLAB DEPTIH OVER 6 MIL. VAPOR
CONT. FTG. TO TIE BEAM.
28'-8"
BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM,
WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN
INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT.
CURRENT CODE EDITION).
Q
<
12'-0" 16'-8" 2 -STORY FTG
( )
3, VERT. #5 BAR TO BE HOOKED AT TOP &BOTTOM (FTG. &TIE BEAM
w
ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END.
0
Q INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT.
LAP SPLICES SHALL BE NO LESS THAN 30".
U
GRADE 60 #5 CONT. FT.G TO TIE BEAM. -
8.. 1 T-4"Of
4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR
F01 ('PAD)
RECESSING DOOR SILLS.
0
T
5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE.
6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE Z
O
SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) f=
ao ■ ■ ■ •n • ■ CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE
■ THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR W
USE ALTERNATE APPROVED METHOD.
0
7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY W ��1f,����11�/�1 W M
2.6 COMMUNITY &COUNTY CODES. O ��� d
R V
I I `.(* �J�Ji ��i� 00
8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL U w•• ••. �� o
Z N
b - I I SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE ? �\:`w _ O
o PAVER AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION p Q; O_: J _ U
S II INSTRUCTIONS. : w t- W:
Q ..J
® MF01 ® 9. NO WOOD STAKES PERMITTED IN FOUNDATION. 0 -z Z C/)Q� ` Z p
U I S3 I 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED '� •••. ••••!� Q 00
H ° Q�_4„ DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO �ii� 6'� •'•.....•' O� `�� �
�" -(-} LL
DETERMINE STEP LOCATIONS IF REQUIRED W ,''��////�*tllp `
7 I 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS _
AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD �
® • • I FOOTING STEP DOWN AND CORNER INFORMATION. O
U
F01 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE O W
2 S3 ® g3 SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH U F-
PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION > Q
' 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER W
ICOMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS
OL 0'-0" FIN. FLR. ( FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE W
~ PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL H
ILL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO O
�- FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN.
■ ( 4" THICK CONC. SLAB W/ ■ O SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, Q
FIBERMESH. OVER 6 MIL VAPOR I j COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS
BARRIER OVER COMPACTED FILL. C14 DETERMINED BY ASTM - D1557 ( MODIFIED PROCTOR).
I - THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS
00 BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 W Z
I
I
9 ® M PSF. Q
a
N I - 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO p
DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE U
STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND Z
MF01 ® I v FOOTING SIZES PENDING DEPTH OF STEMWALL Q V
$3 ° ° ° T- 15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE M
p p I ® HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE -STOP— W W
CONTACT E.O.R. PRIOR TO CONSTRUCTION
I 16. ALL FOUNDATION PADS WHERE SHOWN ON THE BELOW FOOTING
SCHEDULE SHALL BE INSTALLED WHERE THE DEPTH OF THE 0 W
FOOTING WILL BE MEASURED FROM THE LOWEST SLAB ELEVATION ULO
7'-4" 12'-10 8'-6" MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION U)
`r LL PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE Z
W i i i CONDITIONS AND/OR LOCATIONS. CONTRACTOR TO FIELD VERIFY
0 i i i 0 FO I ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT > U
O
t I H S3 REQUIREMENTS ARE � MET. O
IL
( I I FOOTING SCHEDULE A W� :2
0?
°
M
12"x12"x12" dp w/ #5's EQUALLY SPACED EA. U J o
o FO U I I I ( O WAY MIN. 2 HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. z
v S3 I I I BARS &3" MIN. COVER TO EDGE OF CONC. Z ° -10
T-T12"x24"x12" dp w/ #5's EQUALLY SPACED EA. 2 z Q m
■ti -T - I ® O 24 SIDE @3 O.C. &MIN
1A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN Q Z
o BARS & 3" MIN. COVER TO EDGE OF CONC. (3) #5 PARALLEL TO 12" U) (1) � ce)
(-) ,�SIDE 6 O.C. O O U) W
0'-4"
24 x24"x12 ,dp w/ #5's EQUALLY SPACED EA. Z W C) W
U 2O WAY MIN. 2 HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. O p U 1-- E
® a00I I F01 BARS & 3" MIN. COVER TO EDGE OF CONC. Q Q rn U) V � 0
28"x28"x12" dp w/ #5's EQUALLY SPACED EA. U tri 06 Z - N
12'-8" 6'-0" (2 -STORY FTG) ® S3 _ 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. i Z Z j J 00
ao O BARS & 3" MIN. COVER TO EDGE OF CONC. W - Q O -j to
' I = W z P- 6u c
FO o 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. F -_j J Q 8
FO I 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. _ � OU N O IXv
S3 S3 F01 F11 BARS & 3" MIN. COVER TO EDGE OF CONC. ~ z U O Q
Q� dui o
® 18'-8., S3 S3 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. W O O Z O Z Y O E
2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. U � w Q =
BARS & 3" MIN. COVER TO EDGE OF CONC. Q W U Q
I ■■ ■ ■ ■
36"46"x12" dp w/ #5's EQUALLY SPACED EA. � Q � "- C7
I Oh
WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. p U)Z ci
FO = F: BARS & 3" MIN. COVER TO EDGE OF CONC. U O WO
S3 N
(-)0'-4" U - 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. Q
o D1 ( ) a o° 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. ?
I S2ALO
BARS & 3" MIN. COVER TO EDGE OF CONC. W 00 �—
PAVERS r 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. I T -
U) WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. a Q r-
® ®® BARS & 3" MIN. COVER TO EDGE OF CONC. M
"x48"x12" dp w/ #5's EQUALLY SPACED EA. 0 Z O
I o 44 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. Z O J
Zv 2 BARS & 3" MIN. COVER TO EDGE OF CONC. O a W Q
I 48"x48"x16" dp w/ #5's EQUALLY SPACED EA.
F02 2 4A WAY MIN. 2" HORIZ>
. CLEARANCE BETWEEN MIN (7) # 5 E.W. Z W W >
-1 I F1 S3 0? BARS & 3" MIN. COVER TO EDGE OF CONC. W 11
S3 zo 48"x48"x24" dp w/ #5's EQUALLY SPACED EA. -� W
46 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. _ = W ` W
BARS & 3" MIN. COVER TO EDGE OF CONC. F- W W
52"x52"x12" dp w/ #5's EQUALLY SPACED EA. Z a a
• • • • 4.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. Q Q V
& 3" MIN. COVER TO EDGE OF CONC. _ mBARS
54"x54"x16" dp w/#5's EQUALLY SPACED EA. H Cy Q
DO DO 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W.
p p BARS & 3" MIN. COVER TO EDGE OF CONC. O W
V-8" 16-0" 1 -8 8 -4 8 54"x54"x24 dp w/#5 s EQUALLY SPACED EA. Z
11 4 11 5 WAY MIN. 2" HORz I
IZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. W Q 00
00
BARS & 3" MIN. COVER TO EDGE OF CONC. Z
19'-4" 9'-4",. U a. a . N _
60 x60 x16' dp w/#5's EQUALLY SPACED EA. �
O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. W
BARS & 3" MIN. COVER TO EDGE OF CONC.
28'-81• STRUCTURAL ENG: CNS
66"x66"x16" dp w/#5's EQUALLY SPACED EA. W DRAFTING:
5.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. 0�
BARS & 3" MIN. COVER TO EDGE OF CONC. F- STRUCT: DP
U
QC CHECK:. CC
(0 JOB No. PSQ-0205452
J
FOUNDATION PLAN < .SCALE: AS INDICATED
W DATE: 07/09/18
1/4'1=11-011 U'
W
SlA
I= -
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
SYMBOLS LEGEND
■ INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5
CONT. FTG. TO TIE BEAM (8'-0" O.C. MAX U.N.O.)
• INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5
CONT. FTG. TO TIE BEAM.
J
Q
INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. z
W
0
INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. w
GRADE 60 #5 CONT. FT.G TO TIE BEAM.
ll-4" 10'-8" 4,_0" 81_8p 4,_0•
(1) # 5 @TOP, BOTTOM N
& 24" O.C. ❑ z
@ 0
VERTICALLY BETWEEN
• COLUMN & MAIN o
d ®® ® •
HOUSE CMU
®
W M
FILLED CELL o
���1111111111////1'
•;....��J�j�j �� a opo
+cc
•••
zo o
PLAN VIEW z
`���•
••
`
��••� 6•.Z� , z°
N
p
J
��:y O
W Q
�W
M
dp
CO
Uj Co
0 N
2 iU� Z :• - 0
y
■ (1) CONT. # 5 FROM Q
■ TIE BEAM TO FOOTING
.`- Gj� _
••••.••...•••••• �Q
O
8'-8"�,
,, p,0 `�� '\' J
�
2'-4" U-
MASONRY WALL
REINFORCING PER U-
(1) # 5 @TOP, BOTTOM PLAN (TYP). (0
(1)
& @ 24" O.C. O
W
VERTICALLY BETWEEN
F-
® COLUMN & MAIN >
Q
0
o HOUSE CMU a
ti
SECTION VIEW _
F-
0
J
J
® ■ D1 MASONRY COLUMN TIE IN Q
0
c� W
Z
_
a
10 ®
O
_
F
d.
U
- - _ - - - Z-
11'
_
---------------.—
- L--------------------r —� ----.J - - - cl
i i ® W
W
Q
b I I
co bo U
W
ih U-
O
U
��,,
■ ------ ■ p
^�
eU_
ri
4
_ Y
—
------- O O w
Z
8
o ® _
1 I--
W
z°
z
1 I 1 I I I I I = O
o
I cM
f I I I I I I F-
1 I I I ® QW
a� _ Q
z-. Qm
Q
U)
U
LL
° O
Q Z
V ~ M
(D �
o O ti
07 W
■ Q
0- J
0
��o�tZ
■ --I
^(n
L.J.
z - N V7 Cr
Z w Z > ao > J W
F- =
O =
W W
F-UOPm'�`��,
C
v ~_
LLJ
JO�0>'n0 0
O�vO
(V
I�
Q W O
Z
® W
O
o= z w z E
U
W
W 0
oQ�WQo
QLL0Ja
■■ ■ ■ ■
o
''^^
���
M
z'
vJ
O u' O
0 2'-10" 1'-6" 3'-8" 11-4" - Q
O
o z
o —
0
W
00
O
r.
a~
■ ■ ■■
z
Q 0
o
W Q W
G
-
o
o o z
2>�
U j
��
O W
= W W
_
Z
n
-
� v a
=mcyom
_
• • •
11_811 16'-0" 1'-8" O
W F- Q
--)
o
O -Z
Z
O
QCID
O
a Q., C4
_
w
0
U
STRUCTURAL ENG: CNS
DRAFTING:
W
F-
-STRUCT: DP
U
QC CHECK: CC
JOB No. PSQ-0205452
U)
J
Q
SCALE: AS INDICATED
w
DOWEL PLACEMENT PLAN
DATE: 07/09/18
W
1/4 11=1 0 11cnS2A
-
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
(1) #5 FROM FTG. TO (1) #5 FROM FTG. TO -
' MASONRY WALL IF BEARING WALL HOLD BRG WALL BACK 2x BRG WALL PER -'
BOND BEAM IN FULLY BOND BEAM IN FULLY = ABOVE - WALL SO GYP FINISH IS
°I� SEE PLAN ANCHOR TO HAVE MIN. WALL PLAN AND
DALE G w
GROUTED CELL. � � GROUTED CELL.
„ FLUSH W/ z
SPLICE TO BE MIN. 30" (2) #5 BARS @ TOP SPLICE TO BE MIN. 30" (2) #5 BARS @ TOP
7" EMBEDMENT BELOW FOUNDATION BELOW p
MASONRY WALL WHEN MONO DEPTH _ : f WHEN MONO DEPTH CONC. SLAB PER MIN 5 t W
f . EXCEEDS 26". IF cn M LOWEST STEP OF CONC. SLAB PER
SEE PLAN �f f EXCEEDS 26 . IF M - _
.j DEPTH IS LESS THAN DEPTH IS LESS THAN n FOUNDATION PLAN CURB 11 FOUNDATION PLAN Cn M
26', THESE BARS ARE Q 1 #5 CONT. W/ 1-1/2 c� w ti
CONCRETE SLAB PER CONCRETE SLAB PER > � �. f 26", THESE BARS ARE � (} w
NOT REQUIRED - COVER TYP.
FOUNDATION PLAN A FOUNDATION PLAN a NOT REQUIRED z Q I 2x P.T. BASE PLATE
A14
w CONCRETE SLAB PER a g > I z
#3 STIRRUPS @ f .
VARIES Q FOUNDATION PLAN O
.
48" O.C. WHEN ° .. ,_ _ SEE PLAN • .. r > d, . a•: o
MONO DEPTH d . co d p bo
F
EXCEEDS 26" IF = —I I - j.d GRADE z #3 STIRRUPS @ _ _ _ f GRADE Z ., - 11- _ Z a
°° - L� - - 48" O.C. WHEN - �� - a` q . ' d - - - - - : 4• . III -o z M
DEPTH IS LESS 1 (- I _ f - _ - _ - U!!! w
THAN 26 • . • . III— o - I I -� _ fil
1 I— I- I — — _ — —I O'•. �� �`
— i I =I ? oo = MONO DEPTH — I = I ? 00 0 °o —I ' ? is z I =1 I Ed I I— 9 =1 I —)
THESE BARS _ ' _ = I d I -r� EXCEEDS 26", IF i = = I d ( _ - M I (-III 18,x- 1 6,�- -I I = • I ((-III,- I I - °� ago
��Ci �......�• �/
I— I I—I I '..�'� a 11_I I a DEPTH IS LESS oo I— I I—I I .. ,�•� a I I- o ' I—► ' _ — — — -, w
- - =— —_--_11= I===-.,•••�= ARE NOT REQ D I— _I —III I I-1 I -1 I —III ' I ► . I III III I I=1 I I- .'. 2v�40
—' III- THAN 26" -III III III—III _ _
- - - - THESE BARS - - - - (1) #5 BAR CONT. I i I I z Q'.� Z
O ( _ = I ARE NOT REQ D I = = CLEAN COMPACTED W/ 3" COVER TYP. " " ' • w b�. Q
2 #5 BARS CONT. ' ' I - - - - I - - � 8 16' 4 -� � � � � �_ p , z'� � � J
I—I I I...I I I 11=1 11=1 I I
W/ 3" COVER TYP. - CLEAN COMPACTED FILL @ 95% STANDARD CLEAN COMPACTED # AR Q �U zd �: ` LLI
(2) #5 BARS CONT. (2) 5 BARS CONT. W/ p 2 Z
8" 1'-4" FILL @ 95% STANDARD W/ 3" COVER TYP. 8 1 -4 DENSITY FILL @ 95% STANDARD 6" 8" 8 10" - 6-% •` C
DENSITY DENSITY 3" COVER TYP. O ��id'''••......••.•"•!d.`�?`��� O
ALL REINFORCEMENT SHALL ALL REINFORCEMENT SHALL 3" COVER TYP. NT W, CLEAN COMPACTED ��� P m
MAINTAIN 3" CLEAR TO MAINTAIN 3" CLEAR TO FILL @ 95% STANDARD CLEAN COMPACTED w I���i t 110"
WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG FILL @ 95% STANDARD
GRADE AND 1-1/2" CLEAR TO SHALL BE 1'-4" WIDE W/(3) #5 BARS GRADE AND 1-1/2" CLEAR TO SHALL BE 1'-4" WIDE W/(3) #5 BARS DENSITY DENSITY U_
ANY FACE EXPOSED TO ( ANY FACE EXPOSED TO WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG O
WEATHER WEATHER SHALL BE V-8" WIDE W/(3) #5 BARS SHALL BE V-8" WIDE W/(3) #5 BARS z
O W
AF0 TYPICAL EXTERIOR FOOTING AFO TYPICAL GARAGE CURB FOOTING FO NON-BEARING SLAB STEP DOWN #FO4N�DOUBLE STEP FOOTING
fiFO BEARING SLAB STEP DOWN o Q
D
3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" a
LU
F --
O
J
J
Q
U) Z
rk
O
2x BRG WALL PER (1) #5 FROM FTG. TO
PLAN AND BEARING TIE BEAM SPLICE TO
WALL SCHEDULE BE MIN. 30" GROUT
CELL SOLID
CLEAN COMPACTED f 2x P.T. BASE PLATE SEE PLAN FOR
f SHOWER SIZE
FILL @ 95% STANDARD
DENSITY 1
CONC. SLAB PER I O CONC. SLAB PER8"x12" THICKENED f- a O ` f W
FOUNDATION PLAN OPTIONAL CURB BY FOUNDATION PLAN SLAB W/ (1) #5 CONT. • f
d BUILDER W/ 3 COVER TYP. z tri O #5 CONT. O
• a j
. ' .I ' :'.' • z .- . z w .:• REINFORCEMENT SEE z
CONC. SLAB PER
h °: f g FOUNDATION PLAN p: '=- GRADE - ;..r : d.'. w FOUNDATION PLAN O
I:' . r ^
- _ - - - - - - •�, .�,� w •'1 f r FOR QUANTITY V,
• -
_ z IL :: •:-: I—III—� —_ —_ -_ —
°o - j -� °
_ _ I •" > v
III—� I—I I — ... f .. • ... • -I I-I—I I I—I I I- � I—I I • ' I I I—I I f. s ° ' a — _ a �.� � �. � •.. 0
- _ — . •• :• .. I=I I= GRADE - -, • : ' _ __ III—III—III III III . •.•: ' I I—III- :: f d . — I .� _ = �, ' _ o
•. • 90 -DEGREE #5 HOOK
- - - I I _ ., III=III VIII—III -- — —III = I a _ •.� . , , • III III •... . f.. ° BARS AT CORNER, OR W Q'
III I I III= I I=III I I I_I - z( -III ,.. I 8 4 —III I I �—III—III I► _III- III—� I _ �. .. d j Z
III -1 I I= III-1 I I=I ___ = w = I j
I- - I d . VERIFY PLAN DETAILS d. BEND CONTINUOUS #5 AC1 €
�....���
,III -I - 8' I 18 I I III- w o d FOR REQUIRED #5 d BARS AROUND z
(2) #5 BARS CONT. W/ o i III-) (L = = I - _ - w ..,� .a.: ° , : ja U �t
3" COVER TYP. 8" 8" 8" 8" r -III III=1 ((_ _ (2) #5 BARS @ TOP III = _ - I I- . III= CONT. BARS. MAINTAIN f : - CORNER. LAP REBAR U < a
_ W
-- I1I.;,II ��I�IIi1III1i'I _ _ " °�� `. PER DETAILMD080N Q oow'
-1 I 1=1 1 I-' ' WHEN MONO DEPTH 13 COVER TYP.
_ _ EXCEEDS 26". IF - : ° z
I I I=1 I( I I I I (I 1 I 1=I -I ISI 1 d LINTEL PLAN
-16 MIN. - 16 MIN. p Q m
-III I-1'-4" I DEPTH IS LESS THAN -I I (-I ( - - Q Z Z
26", THESE BARS ARE VERIFY PLAN DETAILS III -I I 1=1 I I -III
#3 STIRRUPS V. - BEND EACH CONT. #5 a U_ f' co
@ NOT REQUIRED FOR REQUIRED #5 BAR AT STEP DOWN, 1--
O.C.
O.C.'WHEN MONO CONT. BARS. MAINTAIN z O U) w w
DEPTH EXCEEDS 26", (2) #5 BARS CONT. OR INSTALL #5 HOOK W r�
CLEAN COMPACTED O I—
W/ 3" COVER TYP. 0 3 COVER TYP. BARS FOR EACH CONT. 0 C, J - t m ti E
WHERE 2ND STORY OCCURS, FTG IF DEPTH IS LESS FILL @ 95 /o STANDARD J o
SHALL BE V-8" WIDE W/(3) #5 BARS THAN 26" THESE BARS DENSITY BAR. LAP REBAR PER U °� � O �? Ncz �
DETAIL MD08 ON O C7 w z 0 ccs � .S
J Z F- Z > J Qp
ARE NOT REQ'D LINTEL PLAN = LLI Q h-- U o m w c
fiFO FOOTING AT INTERIOR BEARING AFO FOOTING @ SHOWER AT MASONRY AFO THICKENED EDGE F09 TYPICAL STEP FOOTING DETAILAR0 TYPICAL CORNER BAR DETAIL (TOP VIEW) _ Z � ° N o w
3/4"=1'-0.. 3/4"=1'-0"
3/4"=1'-0., 3/4"=1'-0.. F= - � n C/) ofO Q -" c
3/4"=1'-0.. � � (Z Q O� w o
womzwz E
F- O Ozl-wYo
z W U¢Q�
8" C.M.U. FINISH PER 8" CMU - o W ILLQ w < W
ELEV. FINISH PER ELEV. w _ I•- O M
CONC. SLAB PER O Z o
FINISH FLOOR FOUNDATION PLAN a O
z PENETRATING PIPE FINISH FLOOR
_ z
_ :•. N MAX. 4" p PENETRATING
#5 LOOP TIE (TYP.) d' PIPE. MAX 4" 00
O V
U) J•.... , _d . RADE WOOD POST PER PLAN
v FILLED CELL PER PLAN M .y. REFER TO = • ' - FOR SIZE AND BASE Q h -
NOTE: AT FRENCH ® '.: + �, FOUNDATION PLAN - CONNECTION z Z O
' FOR CONT. 0 =
DOOR LOCATIONS. 4-1 - z - TOP COURSE TO BE
CONTRACTOR TO c' - - - - - - -lit LO FOUNDATION PVC SLEEVE MAX - I I _ QCn I- p
INFORMATION 6" DIAMETER - _) =I I (- CHAIR BLOCKS. O W Q W
VERIFY WITH DOOR GARAGE4� ; - ENTIRE BASE TO BE p
MANUF. FOR .• SLOPE FOOTING PER PLAN g ° •' :a FOOTING PER PLAN FILLED SOLID z W
-� -I (I CMU BASE W/ (1) #5 SEE ELEVATION �1
REQUIRED RECESS � - - -j � 0 J W
THRESHOLD PER MFR'S. PVC SLEEVE z -III-� I CLEAN COMPACTED VERTICAL @ EA. z = W
SPECIFICATIONS TOP VIEW CORNER FRONT VIEW FILL @ 95/° STANDARD .. W
( ) MAX 6" DIA. � (SIDE VIEW) DENSITY CORNER. SEE PLAN o � Q �
THRESHOLD PER FOR BASE SIZE; BARS . z Q (.) CL
MANUFACTURER'S EXTEND SLAB OUT 1 1/2" AT CONC. SLAB PER TO TIE INTO EXT. FTG. •
SPECIFICATIONS FRONT ENTRY DOOR & GARAGE FOUNDATION PLAN GARAGE WALL BY TIE IN OR EPDXY : - �` = W
ENTRY SWING DOOR BEYOND CONTACT EOR FOR ADDITIONAL REVIEW CONNECTION I'�° d : I. 0 Far
- V C _
� _ a
FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS (2) #5 x 4'-0" BARS I I Q
CENTERED AT PIPE PVC OR SCH40 SLEEVE THICKENED EDGE • > O W
CONC. SLAB PER v . a RATI .a I w p O ~ Z
PENETRATION FOOTING PER MF08 ON
DRIVEWAY BY <_- = as a _ THIS SHEET BEYOND • w a 00
O
FOUNDATION PLAN wa 4" - BUILDER- CONCRETE _- a - A 'a ° a - a a a w z �.
✓ M OR PAVERS .1 I (-III III=I I ( _ a • A . - - ...; : cn C7 0. N
CONC. SLAB OR ,
M .. -III=III I I=III- I = _ a - = I PAVERS PER PLAN Ph w
SLOPE - — — =III
•: . • d p
• _ °0 _ _ -11ElI I I I I III III -I I - -, ; I _--_- — f=.'d. • d —GRAD _ w DRAFTING:STRUCTURAL ENG: CNS
PER DOOR MANUFACTURER SLOPE EXT. SURFACE _ CLEAN COMPACTED -III=I a ° I -I I -) ) _ - I=III- III -I I �- �, f I I (=III -III
-III-� - - -III-I I �_-- =1 I=1 6 -III- - Z .• a I • -
OR GRADE 1/8" PER =1 I I=I I III=1 I— I—III- FILL @ 95% STANDARD I I = _ - -- °O SEE FOUNDATION FOR - °.. •, .•- , _ I=I Iz U-STRUCT: DP
FOOT AWAY FROM -� I I _I I =1 I I III- DENSITY I III -III -III - _ e I - I REFER TO PAD SIZE ; I I f _ ° I III-�
_ _ 9 QC CHECK: Cc
BUILDING 8" x 8" THICKENED FOUNDATION PLAN �.. :• ° o
4" 8" PIPE PARALLEL TO FND -III=1 I III=III-III=1 I I- CLEAN COMPACTED 1 - 1 : _ I=1 F_
�Z•
1/2" FIBER EXPANSION EDGE W/ (1) #5 CONT. = SEE FDN. - FOR CONT. ° JOB No. PSQ-0205452
III I I I I- FOUNDATION FILL @ 95/° STANDARD I c' : •: I 1 J
AS REQUIRED W/ 3" COVER, TYP. -I I PLAN FOR I- DENSITY �, _ g SCALE: AS INDICATED
SIZE & REINF. INFORMATION I 1 - - I- Z
w DATE: 07/09/18
F11 EXTERIOR DOOR POURED SILL FU THICKENED EDGE @ GARAGE DOOR AR TYPICAL FOUNDATION PENETRATIONS PIPE PERPENDICULAR TO FNDF1 FOOTING @ ENTRY MASONRY COLUMN
w
3/4"=1'-0" 3/4"=1'-0" �
S3
—COPYRIGHT MCD 2015: The information contained In this document is copyrighted and Is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
NOTE TO CONTRACTOR: p
ALL REINFORCEMENT SPECIFIED IN PLAN VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D
FOUNDATION DETAILS SHALL TIE IN TO STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS zV
ADJACENT MONO AND/OR STEM WALL
FOUNDATIONS AS SPECIFIED THIS DETAIL. C6
Z MIN. 24" BEFORE d'° LU
.. .:.
a z z ANOTHER STEP : a�..j d a
CONC. SLAB PER I O CONC. SLAB PER8"x12" THICKENED f- a O ` f W
FOUNDATION PLAN OPTIONAL CURB BY FOUNDATION PLAN SLAB W/ (1) #5 CONT. • f
d BUILDER W/ 3 COVER TYP. z tri O #5 CONT. O
• a j
. ' .I ' :'.' • z .- . z w .:• REINFORCEMENT SEE z
CONC. SLAB PER
h °: f g FOUNDATION PLAN p: '=- GRADE - ;..r : d.'. w FOUNDATION PLAN O
I:' . r ^
- _ - - - - - - •�, .�,� w •'1 f r FOR QUANTITY V,
• -
_ z IL :: •:-: I—III—� —_ —_ -_ —
°o - j -� °
_ _ I •" > v
III—� I—I I — ... f .. • ... • -I I-I—I I I—I I I- � I—I I • ' I I I—I I f. s ° ' a — _ a �.� � �. � •.. 0
- _ — . •• :• .. I=I I= GRADE - -, • : ' _ __ III—III—III III III . •.•: ' I I—III- :: f d . — I .� _ = �, ' _ o
•. • 90 -DEGREE #5 HOOK
- - - I I _ ., III=III VIII—III -- — —III = I a _ •.� . , , • III III •... . f.. ° BARS AT CORNER, OR W Q'
III I I III= I I=III I I I_I - z( -III ,.. I 8 4 —III I I �—III—III I► _III- III—� I _ �. .. d j Z
III -1 I I= III-1 I I=I ___ = w = I j
I- - I d . VERIFY PLAN DETAILS d. BEND CONTINUOUS #5 AC1 €
�....���
,III -I - 8' I 18 I I III- w o d FOR REQUIRED #5 d BARS AROUND z
(2) #5 BARS CONT. W/ o i III-) (L = = I - _ - w ..,� .a.: ° , : ja U �t
3" COVER TYP. 8" 8" 8" 8" r -III III=1 ((_ _ (2) #5 BARS @ TOP III = _ - I I- . III= CONT. BARS. MAINTAIN f : - CORNER. LAP REBAR U < a
_ W
-- I1I.;,II ��I�IIi1III1i'I _ _ " °�� `. PER DETAILMD080N Q oow'
-1 I 1=1 1 I-' ' WHEN MONO DEPTH 13 COVER TYP.
_ _ EXCEEDS 26". IF - : ° z
I I I=1 I( I I I I (I 1 I 1=I -I ISI 1 d LINTEL PLAN
-16 MIN. - 16 MIN. p Q m
-III I-1'-4" I DEPTH IS LESS THAN -I I (-I ( - - Q Z Z
26", THESE BARS ARE VERIFY PLAN DETAILS III -I I 1=1 I I -III
#3 STIRRUPS V. - BEND EACH CONT. #5 a U_ f' co
@ NOT REQUIRED FOR REQUIRED #5 BAR AT STEP DOWN, 1--
O.C.
O.C.'WHEN MONO CONT. BARS. MAINTAIN z O U) w w
DEPTH EXCEEDS 26", (2) #5 BARS CONT. OR INSTALL #5 HOOK W r�
CLEAN COMPACTED O I—
W/ 3" COVER TYP. 0 3 COVER TYP. BARS FOR EACH CONT. 0 C, J - t m ti E
WHERE 2ND STORY OCCURS, FTG IF DEPTH IS LESS FILL @ 95 /o STANDARD J o
SHALL BE V-8" WIDE W/(3) #5 BARS THAN 26" THESE BARS DENSITY BAR. LAP REBAR PER U °� � O �? Ncz �
DETAIL MD08 ON O C7 w z 0 ccs � .S
J Z F- Z > J Qp
ARE NOT REQ'D LINTEL PLAN = LLI Q h-- U o m w c
fiFO FOOTING AT INTERIOR BEARING AFO FOOTING @ SHOWER AT MASONRY AFO THICKENED EDGE F09 TYPICAL STEP FOOTING DETAILAR0 TYPICAL CORNER BAR DETAIL (TOP VIEW) _ Z � ° N o w
3/4"=1'-0.. 3/4"=1'-0"
3/4"=1'-0., 3/4"=1'-0.. F= - � n C/) ofO Q -" c
3/4"=1'-0.. � � (Z Q O� w o
womzwz E
F- O Ozl-wYo
z W U¢Q�
8" C.M.U. FINISH PER 8" CMU - o W ILLQ w < W
ELEV. FINISH PER ELEV. w _ I•- O M
CONC. SLAB PER O Z o
FINISH FLOOR FOUNDATION PLAN a O
z PENETRATING PIPE FINISH FLOOR
_ z
_ :•. N MAX. 4" p PENETRATING
#5 LOOP TIE (TYP.) d' PIPE. MAX 4" 00
O V
U) J•.... , _d . RADE WOOD POST PER PLAN
v FILLED CELL PER PLAN M .y. REFER TO = • ' - FOR SIZE AND BASE Q h -
NOTE: AT FRENCH ® '.: + �, FOUNDATION PLAN - CONNECTION z Z O
' FOR CONT. 0 =
DOOR LOCATIONS. 4-1 - z - TOP COURSE TO BE
CONTRACTOR TO c' - - - - - - -lit LO FOUNDATION PVC SLEEVE MAX - I I _ QCn I- p
INFORMATION 6" DIAMETER - _) =I I (- CHAIR BLOCKS. O W Q W
VERIFY WITH DOOR GARAGE4� ; - ENTIRE BASE TO BE p
MANUF. FOR .• SLOPE FOOTING PER PLAN g ° •' :a FOOTING PER PLAN FILLED SOLID z W
-� -I (I CMU BASE W/ (1) #5 SEE ELEVATION �1
REQUIRED RECESS � - - -j � 0 J W
THRESHOLD PER MFR'S. PVC SLEEVE z -III-� I CLEAN COMPACTED VERTICAL @ EA. z = W
SPECIFICATIONS TOP VIEW CORNER FRONT VIEW FILL @ 95/° STANDARD .. W
( ) MAX 6" DIA. � (SIDE VIEW) DENSITY CORNER. SEE PLAN o � Q �
THRESHOLD PER FOR BASE SIZE; BARS . z Q (.) CL
MANUFACTURER'S EXTEND SLAB OUT 1 1/2" AT CONC. SLAB PER TO TIE INTO EXT. FTG. •
SPECIFICATIONS FRONT ENTRY DOOR & GARAGE FOUNDATION PLAN GARAGE WALL BY TIE IN OR EPDXY : - �` = W
ENTRY SWING DOOR BEYOND CONTACT EOR FOR ADDITIONAL REVIEW CONNECTION I'�° d : I. 0 Far
- V C _
� _ a
FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS (2) #5 x 4'-0" BARS I I Q
CENTERED AT PIPE PVC OR SCH40 SLEEVE THICKENED EDGE • > O W
CONC. SLAB PER v . a RATI .a I w p O ~ Z
PENETRATION FOOTING PER MF08 ON
DRIVEWAY BY <_- = as a _ THIS SHEET BEYOND • w a 00
O
FOUNDATION PLAN wa 4" - BUILDER- CONCRETE _- a - A 'a ° a - a a a w z �.
✓ M OR PAVERS .1 I (-III III=I I ( _ a • A . - - ...; : cn C7 0. N
CONC. SLAB OR ,
M .. -III=III I I=III- I = _ a - = I PAVERS PER PLAN Ph w
SLOPE - — — =III
•: . • d p
• _ °0 _ _ -11ElI I I I I III III -I I - -, ; I _--_- — f=.'d. • d —GRAD _ w DRAFTING:STRUCTURAL ENG: CNS
PER DOOR MANUFACTURER SLOPE EXT. SURFACE _ CLEAN COMPACTED -III=I a ° I -I I -) ) _ - I=III- III -I I �- �, f I I (=III -III
-III-� - - -III-I I �_-- =1 I=1 6 -III- - Z .• a I • -
OR GRADE 1/8" PER =1 I I=I I III=1 I— I—III- FILL @ 95% STANDARD I I = _ - -- °O SEE FOUNDATION FOR - °.. •, .•- , _ I=I Iz U-STRUCT: DP
FOOT AWAY FROM -� I I _I I =1 I I III- DENSITY I III -III -III - _ e I - I REFER TO PAD SIZE ; I I f _ ° I III-�
_ _ 9 QC CHECK: Cc
BUILDING 8" x 8" THICKENED FOUNDATION PLAN �.. :• ° o
4" 8" PIPE PARALLEL TO FND -III=1 I III=III-III=1 I I- CLEAN COMPACTED 1 - 1 : _ I=1 F_
�Z•
1/2" FIBER EXPANSION EDGE W/ (1) #5 CONT. = SEE FDN. - FOR CONT. ° JOB No. PSQ-0205452
III I I I I- FOUNDATION FILL @ 95/° STANDARD I c' : •: I 1 J
AS REQUIRED W/ 3" COVER, TYP. -I I PLAN FOR I- DENSITY �, _ g SCALE: AS INDICATED
SIZE & REINF. INFORMATION I 1 - - I- Z
w DATE: 07/09/18
F11 EXTERIOR DOOR POURED SILL FU THICKENED EDGE @ GARAGE DOOR AR TYPICAL FOUNDATION PENETRATIONS PIPE PERPENDICULAR TO FNDF1 FOOTING @ ENTRY MASONRY COLUMN
w
3/4"=1'-0" 3/4"=1'-0" �
S3
—COPYRIGHT MCD 2015: The information contained In this document is copyrighted and Is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
W
Z
GRADE 40
GRADE 60
BAR SIZE
°
LENGTH
LAP SPLICE
BEND 0
LENGTH
LAP SPLICE
"A"
` .
NON
THE GROUT IS LEVEL
WITH TOP OF BLOCK FOR
AT CORNERS
PRECAST"U"
METAL LATH OR WIRE SCREEN
SEGMENT
#3
-
PRECAST LINTEL LOAD TABLE
7
15
GENERAL CONCRETE LINTEL SCHEDULE
41/4
° 4
24
PROPER TRUSS/ FLOOR
PROVIDE
LINTEL W/ 3000
OVER COURSES NOT REQ'D
20
3
55/8
121/2
A
-
d
7
APPROVED LINTEL MANUFACTURERS:
25
•`
7
SYSTEM BEARING (MIN 3")
STANDARD #5
psi CONC. PER
TO BE FILLED. (SHEET METAL
81/16
14
LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED
FROM DATA FROM THE FOLLOWING
81116
CASTE -CRETE, QUALITY, LOTTS, &POWERS STEEL
48
#7
43/8
9 13/16
HOOK BAR. LAP
LINTEL PLAN. IF
& PAPER FELT PROHIBITED)
913/16
213/4
APPROVED
MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL
STANDARD LINTEL NOTES
OTHER BARS INTO REBAR IS TYPICAL TRUSS ANCHOR PER PLAN
PROVIDE
STANDARD LINTELS
CORNER AS REQ'D INDICATED IN SCREEN WHEN BLOCK BELOW
�7
LINTEL, #5 TO BE
HOOK PER
IS NOT REQUIRED TO BE FILLED
CLEAR OPENING
8" UNFILLED
8F8-1 B / 8F8 -OB 8F16-1 B / 8F16 -OB
8F24 -113/8F24-013
8F32 -113/8F32-013
HOOKED INTO
MD08
1.
AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM.
1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000
SIDE VERTICALS '
STANDARD 90 DEGREE HOOK
2'-2"
1783
3069 / 3069 6113 / 5163
8974 / 8054
10000 / 10000
2.
(1) #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY
%°°
° ' °
OPENINGS. U.N.O.
Q
2'-8"
1343
2693/2561 6113/3820
8974/5961
10000/8107
-i'
, •
° — ° e`
_.
_ •-
w
TYP. BOND BEAM 8" x 8" x 16" K O.
3.
R IN 4" NOMINAL G L R LI
ALL STANDARD D LINTELS TO HAVE M MI BEARING EA. END. AL RECESSED LINTELS TO
~
z
3'-2"
1217
2165/1969 6113/2931
8672/4576
10000/6224
• i °.a ° .:,a.
.
^
° ° e - a
• d r
LINTEL BLOCK FILL W/ 3000 psi CONC.
HAVE MIN. 8" BEARING EA. END
O
,.
3'-4'
1006
1663/1349 5365/1999
7342/3123
10000/4249
"
=
".�'—,'
a: •
'=
•
°-.I a
W/ (1) #5 DIA. REBAR
4.
LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN
W
4'-0" 860 1651/1349 5365/1999 7342/3123 10000/4249
— =.. --°
d'� 4A. °
—• =
•° •
: . --
a OO
4'-6"
710
1423/1105 4360/1631
6036/2549
8328/3470
INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT
5'-2"
570
1232 / 1232 3480 / 2580
8360 / 3586
8825 / 4592
:''
I - O W
g
ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL.
ti
6'-2"
488
991/991 2661/2143
5681/2698
6472/3685
° °
III
t l
I �j.d
`C14r' = F-
e..°-
0
7'-0"
416
752 / 699 1843 / 1625
3486 / 2602
6390 / 3302
z_ c� o W
5.
(*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD04
e.
°
BOTTOM STEEL IN LINTEL IF
_
� o
w
cn
CONDITIONS. ANY LINTEL GREATER THAN 32 HAS A GREATER CAPACITY AND THEREFORE IS
z
O
8'-0"
354
726/699 1843/1625
3486/2255
6205/2885
°
j
INDICATE - HOOK INTO
VERTICAL CELLS PER MD08
a
ADEQUATE FOR THE LOADS.
9'-2" 315 618/535 1533/1247 2781/1946 4754/2489
°
g
n .: �. , :
r :
_.
6.
G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS
W
10'-0"
292
567/454 1366/1277
2423/1770
4006/2263
ROUGH OPENING PER PLAN
—'
' e
SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY
10'-8"
277
492/352 1254/1132
2193/1567
3552/2003
W
•
STD. 90 DEGREE ANGLE 3000 psi
WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ D.
co
w
rn
�111i11U/�� Lq
11'-2" 255 471/352 1075/1075 1838/1567 2883/2003
12'-0"
239
418/297 1075/1045
1838/1446
2883/ 1848
F' '
' I °
; ' t a °.
I .
CONC. W/ (1) #5 DIA. REBAR
7.
LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL
SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS
DO
L)
��r-
�� `�' ...••..� �ti �� w 00
121-811 0 369/261 1002/984 1697/1361 2630/1738
W
Z
8" x 8" x 16" CMU U.N.O. 13-4" 0 328/0 1234/0 1779/0 2662/0 z ��.••�\�, •6••�2'� Z N
14'-0" 0 292/0 1160/0 1660/0 2439/0 MATERIALS - Q' S 2
0 . c C"; O . J U O
O INDICATES FILLED CELL FROM FTG. TO TIE 18, 0„ 0 211 / 0 750 / 0 1177 / 0 1676 / 0 m 4 u; o ti .� O; Q
• 1. fc PRECAST LINTELS = 3500 PSL W • • Z _
BEAM WJ (1) #5 BAR W/ 3000 psi CONC. SEE .�. O - w
MD08 FOR LAP INFO. 18'-8" 0 142/0 598/0 1114/0 146810 2. f PRESTRESSED LINTELS = 6000 psi. 0 26. % Z
° e A20'-0" 0 180 / 0 598 / 0 1024 / 0 1441 / 0 3. GROUTED PER ASTM C476 fg 3000 psi WJ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. ��i d��••.. .,a• O ` _ } O
PROVIDE CLEAN OUT OPENING @GROUT O io 8
FILLED CELL AND REBAR (TYP). MORTAR 20'-8' 0 145/0 550/0 981/0 1376/0 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE LL
i �000 P� ��� �
JOINTS SHOULD NOT BE CUT 22''8" 0 110/0 450/0 824/0 1147 / 0 STRENGTH = 1900 PSI. _ ���11111111111���`
RECESSED LINTELS -FILLED 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW ~
SEE FOUNDATION FOR FOOTING CLEAR OPENING 8R6-1B/8R6-OB 8R14-1B/8R14-OB 8R22-1B/8R22-OB RELAXATION. 7/32 WIRE PER E 60. P 10. p
I 2�-411 1694 / 1694 3725 / 3280 5499 /5421 �
a ' L6 2 -8 1425 / 1425 3343 ! 3280 4933 / 4933 LINTEL DESIGNATION SCHEDULE
: •� ` 3,_0„ 1230 / 1230 2769 / 2769 4085/4085 LW...
••� - - - - - -j • - - - - - - - - - - - - - - - 31-4" - - 1081/920 - - 2769/1716 - - 4085/2839 LINTEL - - - F = FILLED WITH GROUT-
° I 4'-4" 846/833 2121/1716 3127/2839 MARK Q
5'-4" 664/572 1761/1761 2595/2595 REQUIREMENTS U = UNFILLED a,
R = RECESSED & FILLED WITH GROUT W
fiDOkTYPICAL MASONRY CONSTRUCTION 6'-4�� 526/434 1539/1539 1329/2267 O 8R6-OB/1T QUANTITY OF #5 REBAR @
7'-4f' 480 / 322 1334 / 1334 1964/1552 BOTTOM OF LINTEL CAVITY O
3/4"=1'-0" 81-4 415/235 1152/1152 1694/1552 0 8F8-OB/1T81716-1B/1 T �
Q
1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 8R14-1B/1T
QUANTITY OF OF #5 REBAR AT TOP
2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN.
p NOMINAL HEIGHT
3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. 0 8F16-1B/1T CO Z
SEE PLAN FOR TOP OF WALL AND LINTEL INFO O �
TYPE DESIGNATION NOMINAL WIDTH
-•t- :,:. :-. .- ;<;-. SEE DOWEL LAYOUT 8R14-OB/1T
PLAN FOR FILLEDCELLWALL LEGEND
4 O LE F
8F16 -OB 1-1/2 CLEAR
• INFORMATION. MIN. (1) F- 0
•' IS REQUIRED ON c 8F20-1B/1T O Q 0
•LINTEL PER PLAN• •'f.: O 11
—
EITHER SIDE OF = 9'-4" T.O.M. = INTERIOR/EXTERIOR < W `6 �
•=." a:., :;;:;. ;. : _: , :.• ::•-;�. :.- x #5 REBAR AT TOP. MIN. (1) READ W
OPENING U.N.O.
BEARING WALLS VERIFY O 8F20-OB/1T U _j UJ C)
TRANSOM OPENING ,'; ' ® = 11'-4" T.O.M. HGT: W/ ARCHITECTURAL Q Z C.M.U.
PLAN U.N.O. OR LINTEL 0 8R22-1B/1T GROUT i
® = 11'-4" TOP OF r' z #5 REBAR AT BOTTOM OF LINTEL. U W
KNEEWALL 0 8F24 -16/1T is CAVITY O
FRAME INFILL AROUND
WINDOW BY BUILDER (2) 2x8 SYP #2 P.T. WOOD HEADER 0
BOTTOM REINFORCING PROVIDED z
� 8R22-OB/1T '�`'�` O
10'-8" 8'-0" 7-5/8" ACTUAL IN LINTEL
' SEE WFO1/SD3 FOR .' TURNED SIDEWAYS. ATTACH (2) 2x8 (VARIES) U
SYP #2 P.T. HEADER TO MASONRY M 8" NOMINAL WIDTH > U
MORE INFO ; ...> O 8F24-OB/1T C
'` • ': , WALL WJ SIMPSON HU28-2 OR HUC28-2 c
:.:.:... HANGER @ EA. END. USING (14) 1/4 0 8R30-1B/1T FILLED w
= _ DIA. x 2 3/4" TAPCONS & (6) 10d NAILS O O 2
INTO HEADER. NAIL EACH PLY AND DO 0
8F32-1B/1T 1-1/2 CLEAR �
.:. , ' "';. t `•' EACH ADDITIONAL HEADER PLY W/ (2) U o
C? � F— z
ROWS OF 1 O NAILS STAGGERED @ 6" 00 O 8R30-OB/1T 0 U
z
O.C. AND MIN. 2" FROM ENDS. � W ::
<•• #5 REBAR AT TOP MIN. (1) REQ'D U z
81732 -OB/1T U - o Q OD
a z C.M.U. Q Z
DOOR OR WINDOW OPENING ;�. 8'-0" 0 8F38-1B/1T J O co
,o O �W r
MAX 4'-0" REFER TO DESIGNLO Z
PLANS FOR REQUIRED O 81712 -1 B/1T z0 W U H
IN -FILL FRAMINCO E
G BOTTOM REINFORCING PROVIDED ¢ _ 0
DIMENSIONS O 8F40-1 BMT 'I`� 'i` U �S �
7-5/8 ACTUAL IN LINTEL (VARIES) o O w z 0 M '' s
ADO*�LINTEL W/ TRANSOM DETAIL 81728-1B/1r 8 NOMINAL WIDTH W I— Z Q o J U_ 0
o UNFILLED a W Z _j0<0> -C> G 1-- - ti ,o
3/4"=1'-0" iv O xO 81740 -OB/1T = J = O
F- J Of V0
ZQo�2W o
Z
q O LOU W OzF-wYo
N 0 I-_ 1-1/2" CLEAR Q W < LL
C) _ _ °. °.
N OF a W 0 #5 REBAR AT TOP MIN. (1) REQ'D O U) Z O o
w��� Oo
0 fA W (n pe. q
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, .written
consent of MONTH CONSULTING. & DESIGN,
GRADE 40
GRADE 60
BAR SIZE
°
LENGTH
LAP SPLICE
BEND 0
LENGTH
LAP SPLICE
"A"
` .
NON
-SHEAR WALL T OPENING
„A"
• TYPI
AL SHEAR WALL
SEGMENT
#3
-
4114
7
15
21/4
41/4
° 4
24
#4
d
55/8
91/2
20
3
55/8
121/2
A
-
d
7
113/4
25
•`
7
151/2
a ..
#6
33/4
81/16
14
30
41/2
81116
8" x 8" x 16" CMU U.N.O. 13-4" 0 328/0 1234/0 1779/0 2662/0 z ��.••�\�, •6••�2'� Z N
14'-0" 0 292/0 1160/0 1660/0 2439/0 MATERIALS - Q' S 2
0 . c C"; O . J U O
O INDICATES FILLED CELL FROM FTG. TO TIE 18, 0„ 0 211 / 0 750 / 0 1177 / 0 1676 / 0 m 4 u; o ti .� O; Q
• 1. fc PRECAST LINTELS = 3500 PSL W • • Z _
BEAM WJ (1) #5 BAR W/ 3000 psi CONC. SEE .�. O - w
MD08 FOR LAP INFO. 18'-8" 0 142/0 598/0 1114/0 146810 2. f PRESTRESSED LINTELS = 6000 psi. 0 26. % Z
° e A20'-0" 0 180 / 0 598 / 0 1024 / 0 1441 / 0 3. GROUTED PER ASTM C476 fg 3000 psi WJ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. ��i d��••.. .,a• O ` _ } O
PROVIDE CLEAN OUT OPENING @GROUT O io 8
FILLED CELL AND REBAR (TYP). MORTAR 20'-8' 0 145/0 550/0 981/0 1376/0 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE LL
i �000 P� ��� �
JOINTS SHOULD NOT BE CUT 22''8" 0 110/0 450/0 824/0 1147 / 0 STRENGTH = 1900 PSI. _ ���11111111111���`
RECESSED LINTELS -FILLED 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW ~
SEE FOUNDATION FOR FOOTING CLEAR OPENING 8R6-1B/8R6-OB 8R14-1B/8R14-OB 8R22-1B/8R22-OB RELAXATION. 7/32 WIRE PER E 60. P 10. p
I 2�-411 1694 / 1694 3725 / 3280 5499 /5421 �
a ' L6 2 -8 1425 / 1425 3343 ! 3280 4933 / 4933 LINTEL DESIGNATION SCHEDULE
: •� ` 3,_0„ 1230 / 1230 2769 / 2769 4085/4085 LW...
••� - - - - - -j • - - - - - - - - - - - - - - - 31-4" - - 1081/920 - - 2769/1716 - - 4085/2839 LINTEL - - - F = FILLED WITH GROUT-
° I 4'-4" 846/833 2121/1716 3127/2839 MARK Q
5'-4" 664/572 1761/1761 2595/2595 REQUIREMENTS U = UNFILLED a,
R = RECESSED & FILLED WITH GROUT W
fiDOkTYPICAL MASONRY CONSTRUCTION 6'-4�� 526/434 1539/1539 1329/2267 O 8R6-OB/1T QUANTITY OF #5 REBAR @
7'-4f' 480 / 322 1334 / 1334 1964/1552 BOTTOM OF LINTEL CAVITY O
3/4"=1'-0" 81-4 415/235 1152/1152 1694/1552 0 8F8-OB/1T81716-1B/1 T �
Q
1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 8R14-1B/1T
QUANTITY OF OF #5 REBAR AT TOP
2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN.
p NOMINAL HEIGHT
3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. 0 8F16-1B/1T CO Z
SEE PLAN FOR TOP OF WALL AND LINTEL INFO O �
TYPE DESIGNATION NOMINAL WIDTH
-•t- :,:. :-. .- ;<;-. SEE DOWEL LAYOUT 8R14-OB/1T
PLAN FOR FILLEDCELLWALL LEGEND
4 O LE F
8F16 -OB 1-1/2 CLEAR
• INFORMATION. MIN. (1) F- 0
•' IS REQUIRED ON c 8F20-1B/1T O Q 0
•LINTEL PER PLAN• •'f.: O 11
—
EITHER SIDE OF = 9'-4" T.O.M. = INTERIOR/EXTERIOR < W `6 �
•=." a:., :;;:;. ;. : _: , :.• ::•-;�. :.- x #5 REBAR AT TOP. MIN. (1) READ W
OPENING U.N.O.
BEARING WALLS VERIFY O 8F20-OB/1T U _j UJ C)
TRANSOM OPENING ,'; ' ® = 11'-4" T.O.M. HGT: W/ ARCHITECTURAL Q Z C.M.U.
PLAN U.N.O. OR LINTEL 0 8R22-1B/1T GROUT i
® = 11'-4" TOP OF r' z #5 REBAR AT BOTTOM OF LINTEL. U W
KNEEWALL 0 8F24 -16/1T is CAVITY O
FRAME INFILL AROUND
WINDOW BY BUILDER (2) 2x8 SYP #2 P.T. WOOD HEADER 0
BOTTOM REINFORCING PROVIDED z
� 8R22-OB/1T '�`'�` O
10'-8" 8'-0" 7-5/8" ACTUAL IN LINTEL
' SEE WFO1/SD3 FOR .' TURNED SIDEWAYS. ATTACH (2) 2x8 (VARIES) U
SYP #2 P.T. HEADER TO MASONRY M 8" NOMINAL WIDTH > U
MORE INFO ; ...> O 8F24-OB/1T C
'` • ': , WALL WJ SIMPSON HU28-2 OR HUC28-2 c
:.:.:... HANGER @ EA. END. USING (14) 1/4 0 8R30-1B/1T FILLED w
= _ DIA. x 2 3/4" TAPCONS & (6) 10d NAILS O O 2
INTO HEADER. NAIL EACH PLY AND DO 0
8F32-1B/1T 1-1/2 CLEAR �
.:. , ' "';. t `•' EACH ADDITIONAL HEADER PLY W/ (2) U o
C? � F— z
ROWS OF 1 O NAILS STAGGERED @ 6" 00 O 8R30-OB/1T 0 U
z
O.C. AND MIN. 2" FROM ENDS. � W ::
<•• #5 REBAR AT TOP MIN. (1) REQ'D U z
81732 -OB/1T U - o Q OD
a z C.M.U. Q Z
DOOR OR WINDOW OPENING ;�. 8'-0" 0 8F38-1B/1T J O co
,o O �W r
MAX 4'-0" REFER TO DESIGNLO Z
PLANS FOR REQUIRED O 81712 -1 B/1T z0 W U H
IN -FILL FRAMINCO E
G BOTTOM REINFORCING PROVIDED ¢ _ 0
DIMENSIONS O 8F40-1 BMT 'I`� 'i` U �S �
7-5/8 ACTUAL IN LINTEL (VARIES) o O w z 0 M '' s
ADO*�LINTEL W/ TRANSOM DETAIL 81728-1B/1r 8 NOMINAL WIDTH W I— Z Q o J U_ 0
o UNFILLED a W Z _j0<0> -C> G 1-- - ti ,o
3/4"=1'-0" iv O xO 81740 -OB/1T = J = O
F- J Of V0
ZQo�2W o
Z
q O LOU W OzF-wYo
N 0 I-_ 1-1/2" CLEAR Q W < LL
C) _ _ °. °.
N OF a W 0 #5 REBAR AT TOP MIN. (1) REQ'D O U) Z O o
w��� Oo
0 fA W (n pe. q
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, .written
consent of MONTH CONSULTING. & DESIGN,
GRADE 40
GRADE 60
BAR SIZE
°
LENGTH
LAP SPLICE
BEND 0
LENGTH
LAP SPLICE
"A"
` .
NON
-SHEAR WALL T OPENING
„A"
• TYPI
AL SHEAR WALL
SEGMENT
#3
-
4114
7
15
21/4
41/4
° 4
24
#4
d
55/8
91/2
REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES)
GRADE 40
GRADE 60
BAR SIZE
BEND Q1
LENGTH
LAP SPLICE
BEND 0
LENGTH
LAP SPLICE
"A"
"B"
„C„
"D"
„A"
„B„
„C"
"D"
#3
17111
4114
7
15
21/4
41/4
91/4
24
#4
21/2
55/8
91/2
20
3
55/8
121/2
32
#5
31/8
7
113/4
25
33/4
7
151/2
40
#6
33/4
81/16
14
30
41/2
81116
181/2
48
#7
43/8
9 13/16
16 1/2
35
51/4
913/16
213/4
56
o O 0 z W W TOP KNOCK OUT/ LINTEL BLOCK Q
N F- O F- w ; .< COURSE- Z
0
,ro CU7 m Q #5 REBAR AT BOTTOM MIN. (1) W 00
00
READ 0 Q r-
M 16 GA. POWERS STEEL BOXED H
�, 0 7-5/8" ACTUAL LINTEL z O 0
tj
`3-08 NOMINAL WIDTHPOWERS STEEL o LU Q LUC
z W W4 o SAFE LOAD TABLE NOTES O J W� (Db
H �
III = LU W
T.O.M. 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED �" W
OMIN• p LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL Q V a
16'-0 T-4" ~ RECESSED LINTELS BASED ON 4" NOMINAL BEARING. Q W
". 2. 0 = NOT RATED. _ �, cy IM Q
3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. �U iIi 0
a - #3 = 2/2' 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 00 -7 Y
• _ a #4 _ 2 y" OK MIN. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING 0 O ~ Z
00
+ 3 #5 = 2 Y2" ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. z a CD
° ' #6 = 3" 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY.
m _
iAk• < ° d #7 - 3 Ys' 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY o
q
a , U) STRUCTURAL ENG: CNS
< ' CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF
• : °.. .... • :Q SUPPORT. W DRAFTING:
8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. STRUCT: DP
LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT: U
QC CHECK: CC
of
DO REBAR SPLICE DETAIL - U) JOB No. PSQ-0205452
J
3/4"=1'-0" SCALE: AS INDICATED
LINTEL PLAN o DATE. 07,09,1$
W
1 /8"-1' 0" W
OF WMR &ASSOCIATES, LLC is strictly prohibited.
WALL LEGEND
0
= 9'-4" T.O.M. =INTERIOR/EXTERIOR
BEARING WALLS VERIFY
- ® = 11'4" T.O.M. HGT. W/ ARCHITECTURAL
Of nAI I I KI n no t IAI-1M
W Z
BLOCKING TO WALL BELOW W/62 J �
O o
SIMPSON DTC CLIP DO FO F- I-- U) V) R 00 Q c
Z o
S1 ®
SDI D D1 � ~ Z o O z w E
D Z W OzQ~wYO
Q J d
SIM. PROVIDE 2x4 # 2 W D2 o W Q w O
SYP BLOCKINGB2 S1 FO p (0Z � O co
BETWEEN TRUSSES TOP D D U O
AND BOTTOM W/ (3) 12d F1 D3
TOENAILS EACH END B2 D ?
J 1 `��'S �, w 00
1 B1 w` `w `w CJ1 a Q
Q
z
B3 F1 1 Q - J
D 'res, 1 o W>>
J3 z
CJ3 0 _j LV u
w = LU W
Cil CJ F_ W Q
V a.
n W
`cn cn cicn C5 cn O
C m Q
W Cl)W =Q
o p Z
00
z W Qo
c7 a a N
w
0
U STRUCTURALENG: CNS
W DRAFTING:
F- STRUCT: DP
. U
QC CHECK: CC
U) JOB No. PSQ-0205452
J
Q SCALE: AS INDICATED
H
F I RST FL OOR FRAMING PLAN o DATE: 07/09„8
.
NOTE: SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND w
1/4"=V-011
5
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
®
a
�
� v
W U LU
SD1
B 4 18
Z
V
F1
0
U
a
_jM5CO o
2x4 SYP #2 BLOCKING @ 16" O.C.
B2 ®
tBW1 BW2
O
G
C7 (LOU z o chi `T c
F1 ------------------------------
o
z
U
w
wN/J
L.1_ Q
Z F- z0 > o v
W/ (3) 12d TOE -NAILS. ATTACH
=
W ry
-1 ..
JUF- }ti o
00o
F1 I ®
ai
W
U)
W
0 oLU
_
F1 - v
W
LL.
O
F1
U)
z
F1
U
ED-\
O
I II A //�\ A
1 - 11
�'
°
A4 N
S1
--------
�.(40
I I i i I
I i71S1
F2
LU
l°
D
D
i i i i ►
i i Bw2
i
i F1
BW1
F1
T
w
-n
w-
F-
D U
CA)
D
7
L
Q
U
z
�`
z o�
�
�
� � i i i i ►
I
D H2x8
D
U)
0FT20
�
z°
m
6
Q
DO
H2x8
1
D1
U_O
O
J
(� ti
w
BLOCKING TO WALL BELOW W/62 J �
O o
SIMPSON DTC CLIP DO FO F- I-- U) V) R 00 Q c
Z o
S1 ®
SDI D D1 � ~ Z o O z w E
D Z W OzQ~wYO
Q J d
SIM. PROVIDE 2x4 # 2 W D2 o W Q w O
SYP BLOCKINGB2 S1 FO p (0Z � O co
BETWEEN TRUSSES TOP D D U O
AND BOTTOM W/ (3) 12d F1 D3
TOENAILS EACH END B2 D ?
J 1 `��'S �, w 00
1 B1 w` `w `w CJ1 a Q
Q
z
B3 F1 1 Q - J
D 'res, 1 o W>>
J3 z
CJ3 0 _j LV u
w = LU W
Cil CJ F_ W Q
V a.
n W
`cn cn cicn C5 cn O
C m Q
W Cl)W =Q
o p Z
00
z W Qo
c7 a a N
w
0
U STRUCTURALENG: CNS
W DRAFTING:
F- STRUCT: DP
. U
QC CHECK: CC
U) JOB No. PSQ-0205452
J
Q SCALE: AS INDICATED
H
F I RST FL OOR FRAMING PLAN o DATE: 07/09„8
.
NOTE: SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND w
1/4"=V-011
5
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
BW1 18 4 A
B2
z
� v
W U LU
SD1
B 4 18
Z
V
D1
Q
_jM5CO o
2x4 SYP #2 BLOCKING @ 16" O.C.
B2 ®
tBW1 BW2
O
G
C7 (LOU z o chi `T c
ATTACH EACH END TO TRUSSES
D1
w
wN/J
L.1_ Q
Z F- z0 > o v
W/ (3) 12d TOE -NAILS. ATTACH
=
W ry
-1 ..
JUF- }ti o
BLOCKING TO WALL BELOW W/62 J �
O o
SIMPSON DTC CLIP DO FO F- I-- U) V) R 00 Q c
Z o
S1 ®
SDI D D1 � ~ Z o O z w E
D Z W OzQ~wYO
Q J d
SIM. PROVIDE 2x4 # 2 W D2 o W Q w O
SYP BLOCKINGB2 S1 FO p (0Z � O co
BETWEEN TRUSSES TOP D D U O
AND BOTTOM W/ (3) 12d F1 D3
TOENAILS EACH END B2 D ?
J 1 `��'S �, w 00
1 B1 w` `w `w CJ1 a Q
Q
z
B3 F1 1 Q - J
D 'res, 1 o W>>
J3 z
CJ3 0 _j LV u
w = LU W
Cil CJ F_ W Q
V a.
n W
`cn cn cicn C5 cn O
C m Q
W Cl)W =Q
o p Z
00
z W Qo
c7 a a N
w
0
U STRUCTURALENG: CNS
W DRAFTING:
F- STRUCT: DP
. U
QC CHECK: CC
U) JOB No. PSQ-0205452
J
Q SCALE: AS INDICATED
H
F I RST FL OOR FRAMING PLAN o DATE: 07/09„8
.
NOTE: SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND w
1/4"=V-011
5
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
HEADER SCHEDULE BEARING WOOD WALL SCHEDULE COLUMN SCHEDULE CONNECTOR SCHEDULE BEAM SCHEDULE
STUD LUMBER CONNECTION & FASTENERS UPLIFT q (2)2X4 SPF #2 BUILT UP STUD COLUMN VALUES VALUES
TAG HEADER FASTENERS
TAG CAP. BLOCKING TAG SIMPSON CONNECTOR TYPE TAG BEAM SIZE CONNECTIONS
SPACING SPECIES TOP BOTTOM (pIfl SPF(Ib) SYP(Ib)
ATTACH KING STUD TO HEADER w/(6) (2)12d (2)12d B (3)2X4 SPF #2 BUILT UP STUD COLUMN HETA16 w/(9) 10dx1-1/2" NAILS OR HETA20 w/(9) 10dx1-1/2"
H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE BW1 16" SPF NO O 1 NAILS. AT PARALLEL TRUSS CONDITIONS USE LTA2 FRAME TO CMU 1810 1810 TO POST: SIMP. HTS20 OR MSTA18
16d NAILS TOENAILS TOENAILS MID -SPAN � ( „ „ TO BEAM. SIMP. HUC48 w/ 14 16d & (6)-10d NAILS
UPLIFT w/ 10) 10dx1-1/12 NAILS 24 O.C. U.N.O. ( )
ATTACH KING STUD TO HEADER w/(8) OC (4)2X4 SPF #2 BUILT UP STUD COLUMN (2)HETA16 OR (2)HETA20 (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 <
H2x8 (2)2x8 #2 SYP w/ FLITCH PLATE SP4 W/(6) SP4 W/(6) 62x8 WITH 112" FLITCH 1" l"
2�� 4
570 lf MID -SPAN (1)ply TRUSS (10)10d x 11" NAILS FRAME TO CMU (1)ply 2035 (1)ply 2035 PLATE w/(6)10d NAILS & (14)a x2a z
(2)ply 2500 (2)ply 2500 TAPCONS
16d NAILS BW2 16 p
SPF 10d x 12" NAILS 10d x 12 1
' NAILS „ w
(2)ply TRUSS (12) 16d x 1 2 NAILS ON MASONRY: (1) SIMP. MSTAM24
H2x10 2)2x10 #2 SYP w/1" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) Op (2)2X6 SPF #2 BUILT UP STUD COLUMN
2 16d NAILS SP4 W/(6) SP4 W/(6) 570 plf lyd. PT. H10A w/(18)10d x 12" NAILS OR H10A 1015 H10A 1340 w
BW3 16" SPF 10d x 12" NAILS 10d x 12" NAILS s a �„ FRAME TO FRAME
(2)ply TRUSS H10A-2 w/(18) 10d x 1 z NAILS H10A-2 1070 H10A-2 1245 TO POST: SIMP. HTS20 OR LSTA18 ^
ATTACH KING STUD TO HEADER w/(10) OE (3)2X6 SPF #2 BUILT UP STUD COLUMN
H2x12 2)2x12 #2 SYP w/1" FLITCH PLATE 16d NAILS (3) 12d (3) 12d NO
BW4 12 SPF MID -SPAN HTS20 w/(24)10d x 11" NAILS TO BEAM: SIMP. HUC410 w/(18)16d & o
TOENAILS TOENAILS UPLIFT a FRAME TO FRAME 1245 1450 (2)2x10 #2 SYP (10) 10d NAILS v
(AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d z
ATTACH KING STUD TO HEADER w/(6). OF (2)2X8 SPF #2 BUILT UP STUD COLUMN O
H3.5x5.5 (2)1.75"x5.5" LVL 16d NAILS PLATE- NAILS &.(18)4"x24' TAPCONS �
SP4 W/(6) SP4 W/(6) (2)HTS20 w/(24)10d x 12" NAILS
BW5 12" SPF i„ 1„ 760 plf MID -SPAN a FRAME TO FRAME 2490 2900 ON MASONRY: (1) SIMP. MSTAM24 0
ATTACH KING STUD TO HEADER w/(8) 10d x 12 NAILS 10d x 12 NAILS O (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS)LU
H3.5x7.25 (2)1.75"x7.25" LVL G (3)2X8 SPF #2 BUILT UP STUD COLUMN z
16d NAILS SP4 W1(6) SP4 W/ 6 a TO POST: SIMP. HTS20 OR LSTA18 C° rn
O O 6 H2.5Aw/ 10 8d FRAME TO FRAME 535 600 w %1UI�UII CO
BW6 12 SPF 10d x 11" NAILS 10d x 11" NAILS 760 plf 3rd. PT. ( ) TO BEAM: SIMP. HUC410 w/(18)16d & o ������ ,'���i� d
ATTACH KING STUD TO HEADER w/(10) 2 2 H (3)2X4 SYP #2 BUILT UP STUD COLUMN *.- O �� * �0 ,, aD
Ir-
H3.5x9.25 (2)1.75"x9.25" LVL O
16d NAILS i„ (2)2x12 #2 SYP (10) 10d NAILS 4 U `�-�Ci••.••••••.� `�/�j� moi, W
(3) 12d (3)12d NO MTS12 w/(14)10d x 1 NAILS `` `�
El 2 FRAME TO FRAME 860 1000 B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d C7 v '•. Y o
BW7 16" SYP MID -SPAN (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) z- ` u- • 2 _ Z
ATTACH KING STUD TO HEADER w/(12) D TOENAILS TOENAILS . UPLIFT PLATE NAILS & (18)4"x24" TAPCONS �'� Q: °i `L 6 '. = _
H5.5x11.25 (3)1.75"x11.25" LVL JO (2)2X6 SYP #2 BUILT UP STUD COLUMN <p tZ �r 0 O ; J Q U
16d NAILS ��� ON MASONRY: (2) SIMP. MSTAM24 4. �w w �. Q
MGT w/(22)10d 8 EPDXY ANCHOR w/SIMP. SET -XP EPDXY n ; •
8 FRAME TO CMU- 3330 3965 W � ¢ o� Z
SP4 W/(6) SP4 W/(6) 664 plf MID -SPAN MIN. 12" EMBEDMENT Q 2 ;� Z � w� �O Uj o
(3) 2x12 #2 SYP W/ 2" FLITCH ATTACH KING STUD TO HEADER w/(10) BW8 16" SYP 10d x 11 NAILS 10d x 11 NAILS OK (2)2X8 SYP #2 BUILT UP STUD COLUMN
H3x12 2 2 D 6- • .0
: Z
TO POST: -SIMP. HTS20 OR LSTA18 �� •. ! .• �� �
PLATE BETWEEN PLIES 16d NAILS HTT4 w/ 18 16d x 21" NAILS &5" EPDXY ANCHOR w/SIMP. i �6r ••. .•• �� Q O
ED _ ( ) 2 8„ FRAME TO CMU 3640 4235 TO BEAM: SIMP. HUC410 w/(18)16d & O �i� '••••••O �C �� J
HEADER SUPPORT SCHEDULE Bw9 16" SYP SP4 W/(6) SP4 W/(6) 664 plf 1rPT. L 4x4 SYP #2 POST SET EPDXY MIN. 7 EMBEDMENT ;' (10) 10d NAILS j�!I��� m W
10d x 12" NAILS 10d x 12" NAILS s O - 2" 63.5x11. (2)1.75 x11.25 LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d w %Ilf 111
HGT 2 w/(16)10d NAILS w/ (2) a EPDXY ANCHOR w/SIMP.. 25 =
SEE PLAN FOR WALL WIDTH 10 FRAME TO CMU 10980 8910 1" l"
OPENING SIZE JACKS EA. END KINGS @ EA. END (2) 12d (2) 12d NO SET EPDXY MIN. 12" EMBEDMENT NAILS & (18)a x2a TAPCONS
@ BW10 12" SYP MID -SPAN O 6x6 SYP #2 POST ON MASONRY: (2) SIMP. MSTAM24 0
TOENAILS TOENAILS UPLIFT t.
V-0" TO T-11" 1 1 11 HTSM16 w/(8)10d NAILS & (4) 4"x 24 W
-0 " TAPCONS FRAME TO CMU 1010 1175 O
SP4 W/(6) SP4 W/(6) NO 8x8 SYP #2 POST TO POST: SIMP. HTS20 OR LSTA18 U
4'" TO T-11" 2 2 BW11 12" SYP 1,. 1,. 885 plf MID -SPAN ~
10d x 12 NAILS 10d x 12 NAILS TO BEAM: SIMP. HUC410 w/(18)16d & > Q
12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 0 d
63.5x11. (10) 10d NAILS
V-0" TO 9'-11" 2 3 SP4 W/(6) SP4 W/(6) OP 3-1/2"x3-1/2" LVL COLUMN. 875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d
BW12 12" SYP 1., 1„ 885 plf 3rd. PT: cc
10d x 12 NAILS 10d x 12 NAILS 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 NAILS 8,(18)-1"x2-1" aaTAPCONS _
10'-0" TO 12'-0" 3 4 ON MASONRY: (2) SIMP. MSTAM24
SP4 W/(6) SP4 W/(6) O 3-1/2"x5-1/4" LVL COLUMN. O
STANDARD D H EAD E p NOTES BW13 16" SPF 10d x 12" NAILS 10d x 12" NAILS 280 plf MID -SPAN 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT' 833p1f 928p1f Q
S R R S TO POST: SIMP. HTS20 OR LSTA18
@ 32"o.c. @ 32"o.c. OR 3-1/2"x7" LVL COLUMN. TO BEAM: SIMP. HUC410 w/(18)16d &
1.. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN SP4 W/(6) SP4 W/(6) 380 If 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 (10) 10d NAILS
IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED WOUT BW14 12 SPF i P MID -SPAN B3.5x16 (2) 1.75 x16 LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d w
10d x 12' NAILS 10d x 11" NAILS O 3-112"x9-1/2" LVL COLUMN. Z
APPROVAL FROM E.O.R. @ @ ,. NAILS & 18 1ix2�" TAPCONS a Q
2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. 24 o.c. 24 o.c. ( )a a
16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 ON MASONRY: (2) SIMP. MSTAM24
ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD3. O O
3. NAIL #2 SYP HEADER PLIES TOGETHER USING: (2) ROWS OF 10d NAILS @12" O.C. ONE STANDARD BEARING WALL W/STRAPS NOTES T 5-1/4"x5-1/4" LVL COLUMN. U �-
0
SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X6 AND 2X8 HEADERS. (3) ROWS OF 10d 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 TO POST: (2) SIMP. HTS20 OR LSTA18 a U
M C)
NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X10 AND 2X12 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. V 5-1/4"x7" LVL COLUMN.
HEADERS. NAILING ABOVE IS FOR TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. ALWAYS NAIL STUDS TOQ ON MASONRY: (2) SIMP. MSTAM24 of W
MEMBERS BUCKET INTO HEADER TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS. 18 LTT20B w/(10) 10d NAILS & 8" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG.OR 1290 1300 5.25x16 (3) 1.75"x16" LVL W C
4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING 3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. @ 2x6 STUDS. USE X 7"x7" LVL COLUMN. EPDXY MIN. 7" EMBEDMENT CMU - * U.N.O.FASTEN LVL PLIES TOGETHER USING (3) Q ,
PER HEADER SCHEDULE. SP6 AND @ 2x8 WALLS USE SP8 INSTEAD OF INDICATED SP4. O HTT4 w/(18) 16d x 22' NAILS w/$' EPDXY ANCHOR w/SIMP. ROWS OF 1/4 X 3 1/2 SDS SCREWS @ 24 O.C. x
5. IF MORE THEN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 11 1� 19 SET EPDXY MIN. 7" EMBEDMENT -AT LVL /PSL COLUMNS COLUMN TO FTG. 3640 4235 EACH SIDE 0 W
REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. 5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. OY 3 1/2 X 11 7/8 LVL COLUMN USE 18 #10x1-1/2 SD SCREWS INSTEAD OF NAILS O
WF08/SD3. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. MID OR 3 PT. BLOCKING TO BE 2x W/(2) 12d TOENAILS EACH END. ��� z
6, IF HEADER IS NOT SPECIFIED CONTACT E.O.R. �„ 20 (3)HTS20 w/(24)10d x 12 NAILS FRAME TO FRAME 3735 4350 TO POST: (2) SIMP. HTS20 OR LSTA18 O
7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 7. BASE PLATE TO BE ATTACHED TO FOOTING USING z J -BOLTS OR EPDXY (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) ON MASONRY: (2) SIMP. MSTAM24
ANCHOR W/ WASHER@ 6 FROM EA. END OF BASE PLATE & WALL OPENINGS & Z 5 1/4 X 9 1/2 LVL COLUMN >O U o
8. SEE DTL. WF09/SD2 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 63.5x20 (2) 1.75"x20" LVL L.L
AT 32" o.c. W/ 7" MIN. EMBEDMENT. USE SIMPSON SET -XP EPDXY W( EPDXY * U.N.O.FASTEN LVL PLIES TOGETHER USING 4
2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 „ O a A w
8. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D. IF BRG. STANDARD COLUMN NOTES ROWS OF 1/4 X 3 1/2 SDS SCREWS @ 24 O.C. w OANCHORS. F
d
�+ EACH SIDE �-- 8 o
ROOF NOTES. WALL IS INDICATED W/BW1, BW4, BW7 OR BW10. THESE WALLS ARE ONLY 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BM 9100 4095
SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE TO 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD3. v
STANDARD BEAM NOTES
1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN.. BE TONAILED/ENDNAILED TO THE PLATES &THE 2x P.T. BASE PLATE CAN BE MGT w/ (22) 10d NAILS TO GIRDER & (1) 5/8" A.T.R. THRU �
2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ATTACHED W/HARD CASED GUN NAILS AND WILL NOT REQ. THE ANCHOR BOLT t- 0
ELEVATIONS FOR BEARING HEIGHTS. ATTACHMENT INDICATED IN THE BEARING WALL NOTES. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD 23 DBL. TOP PLT. TO INVERTED HDU5 ATTACHED TO POST. FRAME TO FRAME 3300 3965o Z 0 z Q 3
BE P.T. OR WOLMANIZED. INVERTED HUD5 TO POST w/ (14) 1/4 x 2 1/2 SDS SCREWS 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12
3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. 9. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD1 U.N.O. O.C. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM can z z Z
CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. ON PLAN. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP
10. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD2 U.N.O. 0 O w
4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS SOLID POSTS. AT EXTERIOR CONDITIONS 2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF
AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ ON PLAN. 4x4: ABU44 w/(12)16d NAILS & 8' EPDXY ANCHOR WMIN. STANDARD CONNECTOR NOTES 12d NAILS @ 6" O.C. (TYP. ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM O U C) U r E
SINGLE TOP AND P.T. BASE PLATE LEAVE 1-1/2" GAP FROM TOP PLATE TO TRUSS 11. COLUMNS WITHIN BEARING WALLS w/UPLIFT THAT DO NOT SHOW A BASE D E
CONNECTION: CONTRACTOR TO INSTALL SP4/ SP6/ SP8 AT EACH STUD 7" EMBEDMENT - f- °'
BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) 6x6: ABU66 w/(12)16d NAILS & �" EPDXY ANCHOR w/MIN. 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. HETA16/20, U.N.O. PLAN. 3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. MIN. 4" BRG. EA. END U A� 0 vi O
12d TOENAILS. TOP/BOTTOM AND HAVE A J -BOLT OR EPDXY ANCHOR WITHIN 6" FROM THE8 ( ) O W C7 w z p ) c
COLUMN. 7" EMBEDMENT J > ao
HZ
5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. LTA2's @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. w Z Q O -' � m N
12. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL CONTACT E.O.R. FOR 8x8: ABU88 w/(18)16d NAILS & (2) 8" EPDXY ANCHORS w/ = W H U F=- m ^
CONTINUOUS FROM FLOOR TO CEILING. DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24 o.c. t- J
FURTHER REVIEW. MIN. 7" EMBEDMENT J O 0 >- o 8
6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING OR 32"o.c.) 5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT = I- W � cn ��`- O Ir v M
ADDITIONAL LOADS: 13. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24 o.c. MAX. ARE WRITTEN ~ CO Q ER O < ui o
A) ALL CEILING HUNG SOFFITS AND SOFFITS ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. LTA2, @ 32"o.c. APPROVAL FROM THE E.O.R. w ~ Z 0 M: z w z E
SIDE AND CRIPPLE STUDS AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL AND BASE PLATE U.N.O. ON PLANS. I-- O z ►- w Y O
WITH CABINETS AS SHOWN ON PLANS. MAX. AND (2) AT EACH CORNER. U w a =
NON-BEARING WALL STUDS @16 o.c. A SINGLE BASE PLATE (P.T. IF AGAINST z W O U a _j o -
B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE. LEAVE A 1 1/2" GAP FROM 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS o W Q L
_
7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS TRUSS TO TOP PLATE AND ATTACH USING SIMPSON DTC CLIP (SEE DETAILS 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2FOR 2 -PLY U.N.O. ON PLAN O (n � Z � O o
OF ALL HARDWARE BEFORE INSTALLATION. WF20 & WF21/SD2). ATTACH BASE PLATE w/ EITHER GUN NAILS @32"o.c. OR U O u-
8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT (2)12d NAILS TO EACH FLOOR TRUSS. STAN DARD NAIL SCHEDULE 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. a
EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. z
DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO.w
ROOF & EXT. WALL NAILING SHEATHING NOTES STANDARD NAIL GENERAL DIAMETER/ LENGTH 00
9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. (D r
THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY a Q %_
TRUSSES ROOFS: 1�� 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. I-
10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ROOF SHEATHING TO BE 7/16" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) 8d 131 x 22 Z O
z
ABOVE THE GARAGE. FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED HETA16/20 z 0
11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND STRAP LOCATION. IF DOUBLE HETA16/20 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. a U) F'L-J2
10d 148 x 3 CONTACT E.O.R. FOR FURTHER REVIEW. Q W ;
WALL LEGEND
0 = 9'-4" T.O.M. = INTERIOR/EXTERIOR
BEARING WALLS VERIFY
= 11'4"T.O.M. HGT. W/ ARCHITECTURAL
PLAN U.N.O. OR LINTEL J
® = 11'4" TOP OF
F-
KNEEWALL z
W
0
EXTERIOR FRAME WALL w
H2x6 H2x6 H2x6(PARK ' I
U
S C 1 1 E D V L E (PARK SQUARE) r
SPACG ~
WALL HEIGHT STUD & SPECIES INSPACING
INTERIOR ZONE END ZONE w
Cil .M, U U Cil
U -011
2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX
�1►u 1110I7�� W
CJ3 CJ3
9'-0" 0
2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX O ��� �l�J^�o,�i a 00
`C' ``���•••Nu•••••v'Y/ //// Y O
91-411 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX z �.•• 'S�/�j`i J z
CJ5 CJ5
p Q- *• <v ai � 6- � V3 _
4 B B 4
101-01.2x4 SPF #1/#2 16 O.C. MAX 12 O.C. MAX . w W �; Q
A6 a W �� Z' 00 O` W a
EXTERIOR FRAME WALL NOTES 6••c
SD5 A4U_iiiV * `N ti
SD5 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED w ���X
TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR
REQUIRED STUD SPACING. w
2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS O
O
U
O
z
a
M
w
a
U
LL
O
U
z
O
U)
O
a
U
U
F-
U
D
a
U
U-
0
z
O
a
U
O
J
w
H
F-
►�
-
&NAILING PATTERN.
z
w
2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE
O
3
A2 O
U
NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF
j
SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN
0
1
50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR
a
C3
REVIEW OF EXTERIOR STUDS
Q
0
Al
3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE
_
N
_
MIN. SPF #1/#2 @ 16" O.C. U.N.O.ON FRAMING PLANS
O
_
III
4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY.
3
Al
a
F-
00
III
(V
_
A1111
w
ULTIMATE WIND SPEED: 140 MPH EXPOSURE: B
J
a
a
O
U
O
z
a
M
w
a
U
LL
O
U
z
O
U)
O
a
U
U
F-
U
D
a
U
U-
0
z
O
a
U
O
J
w
H
F-
►�
w
0
U STRUCTURAL ENG: CNS
w DRAFTING:
t=- STRUCT: DP
U
tr
QC CHECK: CC
0 JOB No. PSQ-0205452
J
Q SCALE: AS INDICATED
F-
Q DATE: 07/09/18
.ROOF FrVAMING -
NOTE. SEE PAGE S F PLANU6 OR NOTES AND CONNECTOR LEGENDw
F-
S7A
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
w
Uj
3
U
z
0
C3
Q
D
O
3
Z
CJ3
CJ3
_O
F-
a
z
0
LU
0
CJ1v
W
U
Cil
O
0
H2x6'
z_
W
'
0
U
7
0
z
LU
F-
-
-
o
°
Z
-z
Z
a
am
F-
Z
F -
�Q//Lu0
� _ � r o
ELL
O
F-
LL
0
ZQOz_>j�(0 N
LU
O
z
J O~O>'o
= U O w q V
0
a „�
Zao�2w o
w
0
U STRUCTURAL ENG: CNS
w DRAFTING:
t=- STRUCT: DP
U
tr
QC CHECK: CC
0 JOB No. PSQ-0205452
J
Q SCALE: AS INDICATED
F-
Q DATE: 07/09/18
.ROOF FrVAMING -
NOTE. SEE PAGE S F PLANU6 OR NOTES AND CONNECTOR LEGENDw
F-
S7A
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
Uj
F -
Q
D
Z
_O
F-
0
W
0
W
U
7
°
Uz
V
°
Z
Z
am
Z
�Q//Lu0
� _ � r o
ELL
C-6 JI'j
6ow) zpc`,)
LL
ZQOz_>j�(0 N
W
O
J O~O>'o
= U O w q V
O
a „�
Zao�2w o
(—
0= z w Z E
OZF-wYO
W
Ua0wa=
aa
_
ZOOM
Ow o
�O
Q
z~
00
r
r
O
Wa<
i
��
p
w
=wW
v
a
� m
�
I-
C1 —
Q
U
c W
2
W
H
p
O
W r--
00
Z
W
40
a
G- 04
w
0
U STRUCTURAL ENG: CNS
w DRAFTING:
t=- STRUCT: DP
U
tr
QC CHECK: CC
0 JOB No. PSQ-0205452
J
Q SCALE: AS INDICATED
F-
Q DATE: 07/09/18
.ROOF FrVAMING -
NOTE. SEE PAGE S F PLANU6 OR NOTES AND CONNECTOR LEGENDw
F-
S7A
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
ALTERNATE CONNECTIONS I.L.O. J -BOLT:
1. MIN. (6) 1/2"x5" TITEN HD W/ 3-1/2" MIN. EMBED.
2. MIN. (6) 1/2" ASTM F1554, Gr. 36 (OR BETTER) THREADED ROD W/ 4-1/2" MIN.
EMBED. W/ SIMPSON SET -XP EPDXY OR EQUIV. USE 2"x2" SQUARE WASHER
2x6xl2 P.T. SYP #2
CENTER BUCK
1 1/2" J -BOLT W/ 51/2"
EMBED.
1 1/2" 2x P.T. SYP #2 NAILER
OF OPENING W/ (1) 1/4"x2-3/4"
-
MIN. 4" MIN. FROM TAPCONS @ 24" O.C. &
FACE OF CMU 4" FROM ENDS
ANCHOR NOT PERMITTED TO BE
INSTALLED WITHIN 1-1/2" OF HEAD JOINT
' MIN. (6) 1/2" DIAMETER J -BOLTS USING 2"X2" SQ.
WASHERS & 5-1/2" MIN. EMBED. AT EA. 2x6 P.T. DOOR
BUCK, EA. SIDE OF OPENING. FIRST ANCHOR
(BOTTOM & TOP) 8" MAX. ABOVE GARAGE F.F. & 6"
BELOW TOP OF BUCK. SPACE REMAINING ANCHORS
2Oti
@
.C. w24" MAX NOTE: CONTRACTOR TO VERIFY
co 0 BUCK TO CMU ATTACHMENT
LOCATIONS PER GARAGE DOOR
Q Q
LULL MFR.'S WRITTEN SPECIFICATIONS
C0 0 >O w
U) >QLU
45 DEG. BEVEL CUT
-J - Q
CO
2x6 P.T. SYP #2 BUCK
m ¢ < END, 1 1/2" ABOVE
GARAGE F.F., EA. SIDE
SECTION OF OPENING
fi�DO GARAGE BUCK DETAIL (MAX. 170C)
SHEATHING PER PLAN
•';r•• _, PROVIDE STANDARD
TYP. TRUSS TO FRAME
111 t 11111
CONNECTION PER
._ :r•- - •^ �' . ; 7.7 w HOOK
STD. CONNECTOR
1
NOTES
CONNECTION PER
FRAME OUT TO BLOCK
TYP. TRUSS TO FRAME
EDGE AS REQ'D
3/16" x 2 1/4"
LAST STUD OF KNEE WALL I
2
JOINING UP TO MAIN HOUSE
WALLS SHALL BE ATTACHED (2) 2x TOP PLATE
FRAMING PLAN FOR
TO MIN. (2) 2x FULL HEIGHT
CORNER CONDITIONS
WALL STUDS W/ (2)-16d NAILS I
Cl)
@ 12" O.C.
(1) #51N TIE BEAM
MIN. 2x4 SPF #2 KNEE WALL I (2) 2x #2 SYP SEE PLAN
NOTES
WITH STUDS @ 16" O.C. W/ FOR BEAM SIZE
:..:fir.. (1) #5 BAR IN PRECAST .
STRUCTURAL SHEATHING
BEAM INTO LONG SPAN AS INDICATED ON BEAM U)
ON BOTH SIDES FROM TOP BUILDER FRAME
• -� LINTEL
OF WALL TO BOTTOM OF RADIUS AS REQ'D
BEAM. ATTACHED PER
(2) #5's VERTICAL IN
NAILING SCHEDULE
OTHERWISE SP2 CLIPS
GROUT FILLED CELL
EACH STUD TO DOUBLE TOP
LU
PLATE AND SPI CLIPS EACH
EDGE AS REQ'D
STUD TO BOTTOM PLATE
>
FO KNEEWALL AT DOWNSET BEAM
z
•�� J'��
V
:.. •�: .. ENTIRE COLUMN TO g
CONNECTION
EDGE
BE GROUT FILLED W
>
STRAP IS NOT REQUIRED.
F-
= U.N.O.
o
(1) #5 VERTICAL IN
Q
.L, GROUT FILLED CELL (IF
W
LAST STUD OF I
^^
VJ
.. : • REQ'D PER PLAN)
Q
Z
SEE FRAMING PLAN FOR
' NOTE: SEE MD08 ON
PLAN FOR STUD SIZE &
KNEE WALL JOINING
LINTEL PLAN
KNEE WALL JOINING
I (2) 2x TOP PLATE
W
T IL
d
PT. POST (AS NOTED)
BEARING WALL LOCATIONS.3/4"=1'-0"
SEE BEARING WALL
DO
- VERTICAL REINFORCEMENT DETAIL
UP TO MAIN HOUSE
ALTERNATE CONNECTIONS I.L.O. J -BOLT:
1. MIN. (6) 1/2"x5" TITEN HD W/ 3-1/2" MIN. EMBED.
2. MIN. (6) 1/2" ASTM F1554, Gr. 36 (OR BETTER) THREADED ROD W/ 4-1/2" MIN.
EMBED. W/ SIMPSON SET -XP EPDXY OR EQUIV. USE 2"x2" SQUARE WASHER
2x6xl2 P.T. SYP #2
CENTER BUCK
1 1/2" J -BOLT W/ 51/2"
EMBED.
1 1/2" 2x P.T. SYP #2 NAILER
OF OPENING W/ (1) 1/4"x2-3/4"
-
MIN. 4" MIN. FROM TAPCONS @ 24" O.C. &
FACE OF CMU 4" FROM ENDS
ANCHOR NOT PERMITTED TO BE
INSTALLED WITHIN 1-1/2" OF HEAD JOINT
' MIN. (6) 1/2" DIAMETER J -BOLTS USING 2"X2" SQ.
WASHERS & 5-1/2" MIN. EMBED. AT EA. 2x6 P.T. DOOR
BUCK, EA. SIDE OF OPENING. FIRST ANCHOR
(BOTTOM & TOP) 8" MAX. ABOVE GARAGE F.F. & 6"
BELOW TOP OF BUCK. SPACE REMAINING ANCHORS
2Oti
@
.C. w24" MAX NOTE: CONTRACTOR TO VERIFY
co 0 BUCK TO CMU ATTACHMENT
LOCATIONS PER GARAGE DOOR
Q Q
LULL MFR.'S WRITTEN SPECIFICATIONS
C0 0 >O w
U) >QLU
45 DEG. BEVEL CUT
-J - Q
CO
2x6 P.T. SYP #2 BUCK
m ¢ < END, 1 1/2" ABOVE
GARAGE F.F., EA. SIDE
SECTION OF OPENING
fi�DO GARAGE BUCK DETAIL (MAX. 170C)
SHEATHING PER PLAN STRUCTURAL
SHEATHING PER PLAN
3/4"=1'-0"
TYP. TRUSS TO FRAME
111 t 11111
CONNECTION PER
O
STD. CONNECTOR
1
NOTES
CONNECTION PER
FRAME OUT TO BLOCK
TYP. TRUSS TO FRAME
EDGE AS REQ'D
3/16" x 2 1/4"
LAST STUD OF KNEE WALL I
2
JOINING UP TO MAIN HOUSE
WALLS SHALL BE ATTACHED (2) 2x TOP PLATE
FRAMING PLAN FOR
TO MIN. (2) 2x FULL HEIGHT
CORNER CONDITIONS
WALL STUDS W/ (2)-16d NAILS I
Cl)
@ 12" O.C.
3/16" x 3-1/4"
MIN. 2x4 SPF #2 KNEE WALL I (2) 2x #2 SYP SEE PLAN
NOTES
WITH STUDS @ 16" O.C. W/ FOR BEAM SIZE
STD. CONNECTOR
STRUCTURAL SHEATHING
BEAM INTO LONG SPAN AS INDICATED ON BEAM U)
ON BOTH SIDES FROM TOP BUILDER FRAME
U INFO
OF WALL TO BOTTOM OF RADIUS AS REQ'D
BEAM. ATTACHED PER
NAILING SCHEDULE
OTHERWISE SP2 CLIPS
W/ 3000 psi CONC.
EACH STUD TO DOUBLE TOP
NAIL PER PLAN
PLATE AND SPI CLIPS EACH
EDGE AS REQ'D
STUD TO BOTTOM PLATE
FRAME OUT TO BLOCK
FO KNEEWALL AT DOWNSET BEAM
SHEATHING PER PLAN STRUCTURAL
(2) 2x TOP PLATE W/ SEE 0
(3) 12d END NAILS TO LAST STUD ROOF SHEATHING, PT POST (AS NOTED) ~
PLAN NAIL PER PLAN 0 d
TYPICAL TIE BEAM W/ 3000 psi (2) 2x BUILT-UP COL. ABU POST BASE Z
CONC. W/(1) #5 REBAR CONT. DOUBLE TOP PLATE (AS NOTED) Q V
SIMPSON SP4 OR SP2 .2x BLOCKING W/ (2) 2x TOP PLATE • o• 5/8" THREADED ROD w/ W W
STD HOOK @EACH STUD (2) 12d NAILS @ • o• NUT SET IN ADHESIVE LU Q
2x PT STUD OR ALTERNATE 1x PT EACH END L
= >
FURRING TO CMU W/ 2x FRAMING PER :a L)
PRE -ENGINEER SIMPSON LSTA30 W/ \ W
a SEE FOU D T O"-
TYP. TRUSS TO FRAME
3/4"=1'-0"
SHEATHING
111 t 11111
\ t i . n` N A 1 N
��_�
O
LLa
1
x
CONNECTION PER
"
TYP. TRUSS TO FRAME
1x8
3/16" x 2 1/4"
12" O.C.
2
LL
CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN O
STD. CONNECTOR
FRAMING PLAN FOR
CONNECTION PER
CORNER CONDITIONS
PLAN FOR ADDITIONAL
\ �d a i i
Cl)
x
3/16" x 3-1/4"
19i.,
NOTES
2x8
STD. CONNECTOR
SPACING
BEAM INTO LONG SPAN AS INDICATED ON BEAM U)
STRAP AROUND
U INFO
O
FRAME OUT TO BLOCK
NOTES
tA'..
W/ 3000 psi CONC.
SEE PLAN FOR
NAIL PER PLAN
(2) 2x PLATE
EDGE AS REQ'D
W
FRAME OUT TO BLOCK
V
W/(1) #5 REBAR VERT. `
CONNECTION
EDGE
>
STRAP IS NOT REQUIRED.
F-
o
VERIFY W/ PLAN FOR
Q
CDO CORNER COLUMN FRAMING
W
LAST STUD OF I
^^
VJ
LAST STUD OF
Q
Z
SEE FRAMING PLAN FOR
REQ'D LOCATIONS
PLAN FOR STUD SIZE &
KNEE WALL JOINING
KNEE WALL JOINING
I (2) 2x TOP PLATE
W
d
PT. POST (AS NOTED)
BEARING WALL LOCATIONS.3/4"=1'-0"
SEE BEARING WALL
UP TO MAIN HOUSE
SPACING. MIN (2) 2x
UP TO MAIN HOUSE
(2) 2x #2 SYP SEE PLAN
U)j
WALLS SHALL BEW
(2) 2x #2 SYP SEE PLAN
WALLS SHALL BE
I FOR BEAM SIZE (ONLY
W
MORE BRG. WALL INFO
U
ATTACHED TO MIN. l
A2x
FOR BEAM SIZE
ATTACHED TO MIN.
I IF OPENING PROVIDED
'
CONNECTIONS, STUD
U.N.O.
FULL HEIGHT I
PRE-ENG.TRUSS PER
(2) 2x FULL HEIGHT
PER PLAN )
U oo
SPACING, AND BLOCKING
WALL STUDS W/ I
2x BLOCKING
WALL STUDS W/
i 2x4 SPF #2 KNEE WALL
o
Cl)
W
(2)-16d NAILS @ 12"
(2)-16d NAILS @ 12"
W/ STUDS @ 16" O.C.
z
p
O.C.
O.C.
W/ STRUCTURAL
r
BLOCK OR 3 1/2 EMBEDMENT FOR SOLID
SIMPSON LSTA24 EACH
(2) 2x TOP PLATE
ROOFING MATERIAL
1/2" x 8" ANCHOR BOLT
SHEATHING FROM
o
0.131 x 3 1/4" NAILS
Z
MIN. 2x4 SPF #2 KNEE I OR TITEN HD @ 32" I TOP OF WALL TO _
STUD
WALL WITH STUDS @
(
O.C. & 6" FROM EACH
BOTTOM OF WALL.
CD0)16"
� M
PER PLY _
F-
O.C. W/ .
I
OR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6"
FROM TOP AND BOTTOM AND 12" O.C.
END
ATTACHED PER
w
i,���1Ulttlll/����
i�
W
STRUCTURAL
U) W `-
W 0 ti W
2x PT BOTTOM
NAILING SCHEDULE
�-
O
v
�' '••••••
''•.; ��� ��
TRUSS PER PLAN
°p
°.�
SHEATHING ON BOTH I
PLATE
OTHERWISE SP2 CLIPS
U H
p E
°' C°a
, •.•'
w
o
SPACING. MIN 2 2x
O
SIDES FROM TOP OF
BUILDER FRAME
PRECAST LINTEL OR
EACH STUD TO BEAM
,
0
z
�:` •: 2
�: co 0 O: j
Y
_
Z
o
WALL TO BOTTOM OF
RADIUS AS REQ'D
KNOCKOUT COURSE
a; ABOVE AND SPI CLIPS
O.C:
O t `r w s
O
J
o
BEAM. ATTACHED PER
v06 i
- c~v r'
o c
U W z 0 C,),-
EACH STUD TO
uj • ¢ O� z
CONNECTION
J
NAILING SCHEDULE
NOTED PLAN VIEW @ TOP OF POST
MASONRY WALL
BOTTOM PLATE
Q
2�S j z
LLi
Q
fiFlkSECTION @ DOUBLE BEARINGA*'F�lSTEP
fi FO
SEE PLANS FOR
FO KNEEWALL
AT MASONRY WALL
o
�'�e•''* •
I--- O W c
= O 0 of V cc
KNEEWALL AT UPSET BEAM
p�
-
o
W
< ¢ 0
3/4"=1'-0"
3/4"=1'-0"
3/4"=1'-0"
; ..
(2) 2x TOP PLATE W/ SEE 0
(3) 12d END NAILS TO LAST STUD ROOF SHEATHING, PT POST (AS NOTED) ~
PLAN NAIL PER PLAN 0 d
TYPICAL TIE BEAM W/ 3000 psi (2) 2x BUILT-UP COL. ABU POST BASE Z
CONC. W/(1) #5 REBAR CONT. DOUBLE TOP PLATE (AS NOTED) Q V
SIMPSON SP4 OR SP2 .2x BLOCKING W/ (2) 2x TOP PLATE • o• 5/8" THREADED ROD w/ W W
STD HOOK @EACH STUD (2) 12d NAILS @ • o• NUT SET IN ADHESIVE LU Q
2x PT STUD OR ALTERNATE 1x PT EACH END L
= >
FURRING TO CMU W/ 2x FRAMING PER :a L)
PRE -ENGINEER SIMPSON LSTA30 W/ \ W
a SEE FOU D T O"-
PLAN
3/4"=1'-0"
3/411=11-0113/4"=11-011W
111 t 11111
\ t i . n` N A 1 N
��_�
O
LLa
1
x
3/16" x 21 /4"
"
1x8
3/16" x 2 1/4"
12" O.C.
2
LL
CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN O
FRAMING PLAN FOR
2x4
CORNER CONDITIONS
PLAN FOR ADDITIONAL
\ �d a i i
Cl)
x
3/16" x 3-1/4"
19i.,
2x8
TYPICAL FILLED CELL
SPACING
BEAM INTO LONG SPAN AS INDICATED ON BEAM U)
STRAP AROUND
U INFO
O
tA'..
W/ 3000 psi CONC.
SEE PLAN FOR
NAIL PER PLAN
TALLER STUD)
SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN O
W
V
W/(1) #5 REBAR VERT. `
CONNECTION
>
STRAP IS NOT REQUIRED.
F-
o
VERIFY W/ PLAN FOR
2x BRG WALL, SEE
CDO CORNER COLUMN FRAMING
W
^^
VJ
o
Q
SEE FRAMING PLAN FOR
REQ'D LOCATIONS
PLAN FOR STUD SIZE &
ui
J
d
PT. POST (AS NOTED)
BEARING WALL LOCATIONS.3/4"=1'-0"
SEE BEARING WALL
CMU WALLAS REQ'D
SPACING. MIN (2) 2x
SEE FLOOR PLAN FOR
GQ $
x 8
SCHEDULE FOR REQUIRED
a
UNDER GIRDER TRUSS
MORE BRG. WALL INFO
U
o
CONNECTIONS, STUD
U.N.O.
PRE-ENG.TRUSS PER
�"�'
U oo
SPACING, AND BLOCKING
EXT. AS NOTED w
2x BLOCKING
LAP BEAM FLYS AND ~
O
Cl)
W
Z -
REQUIREMENTS
. • MIN. 12" EMBEDMENT FOR HOLLOW
p
NAIL AS SHOWN (5)
Q m
r
BLOCK OR 3 1/2 EMBEDMENT FOR SOLID
SIMPSON LSTA24 EACH
(2) 2x TOP PLATE
ROOFING MATERIAL
¢
�
0.131 x 3 1/4" NAILS
Z
BLOCK. MAX. 6" FROM TOP AND BOTTOM
STUD
PER ARCHS
w
� M
PER PLY _
F-
.�
OR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6"
FROM TOP AND BOTTOM AND 12" O.C.
2x BRG WALL, SEE
PRE -ENG. ROOF
ATTACH 2x TO
BUILT-UP W/(2)
SEE FRAMING PLAN
O
z
U) W `-
W 0 ti W
HTS20 CLIP FROM
PLAN FOR STUD SIZE &
TRUSS PER PLAN
ROWS OF 10d NAILS
FOR CONNECTION
O
<
U H
p E
°' C°a
SPACING. MIN 2 2x
O
POST TO BEAM W
Z
INFO
Q
�/
0
O
PT BASE PLATE
UNDER GIRDER TRUSS
SEE PLAN FOR
O.C:
EXTERIOR BEAM AS M
O
LL
v06 i
- c~v r'
o c
U W z 0 C,),-
U.N.O.
U.N.O.
CONNECTION
;. TOP OF MASONRY
-'
NOTED PLAN VIEW @ TOP OF POST
—
Z F— Z > J coo
< -J LL
fi!310�BEARING/ SHEARWALL CONNECTION TO CMU
fiFlkSECTION @ DOUBLE BEARINGA*'F�lSTEP
@ BEARING FRAME WALL
SEE PLANS FOR
_
=
W
�
(2) 2x TOP PLATE W/ SEE 0
(3) 12d END NAILS TO LAST STUD ROOF SHEATHING, PT POST (AS NOTED) ~
PLAN NAIL PER PLAN 0 d
TYPICAL TIE BEAM W/ 3000 psi (2) 2x BUILT-UP COL. ABU POST BASE Z
CONC. W/(1) #5 REBAR CONT. DOUBLE TOP PLATE (AS NOTED) Q V
SIMPSON SP4 OR SP2 .2x BLOCKING W/ (2) 2x TOP PLATE • o• 5/8" THREADED ROD w/ W W
STD HOOK @EACH STUD (2) 12d NAILS @ • o• NUT SET IN ADHESIVE LU Q
2x PT STUD OR ALTERNATE 1x PT EACH END L
= >
FURRING TO CMU W/ 2x FRAMING PER :a L)
PRE -ENGINEER SIMPSON LSTA30 W/ \ W
a SEE FOU D T O"-
PRE -CAST LINTEL PER
PLAN
OPENING
WATERPROOFING BY
BUILDER/ OTHERS
WINDOW/DOOR
P.T. BUCK FASTENER SCHEDULE
PLAN
ROOF TRUSS - SEE
TAPCONS
(22) 10d NAILS (ALL
\ t i . n` N A 1 N
��_�
O
LLa
1
x
3/16" x 21 /4"
"
1x8
3/16" x 2 1/4"
12" O.C.
2
FRAMING PLAN FOR
2x4
CORNER CONDITIONS
PLAN FOR ADDITIONAL
\ �d a i i
Cl)
x
3/16" x 3-1/4"
19i.,
2x8
TYPICAL FILLED CELL
SPACING
EXTERIOR SHEATHING
STRAP AROUND
U INFO
O
tA'..
W/ 3000 psi CONC.
SEE PLAN FOR
NAIL PER PLAN
TALLER STUD)
SIDE VIEW @ BASE OF POST
CD
V
W/(1) #5 REBAR VERT. `
CONNECTION
>
o
VERIFY W/ PLAN FOR
2x BRG WALL, SEE
CDO CORNER COLUMN FRAMING
W
^^
VJ
A a
SEE FRAMING PLAN FOR
REQ'D LOCATIONS
PLAN FOR STUD SIZE &
ui
J
d
BEARING WALL LOCATIONS.3/4"=1'-0"
SEE BEARING WALL
CMU WALLAS REQ'D
SPACING. MIN (2) 2x
SEE FLOOR PLAN FOR
GQ $
x 8
SCHEDULE FOR REQUIRED
PERPLAN
UNDER GIRDER TRUSS
MORE BRG. WALL INFO
U
o
CONNECTIONS, STUD
U.N.O.
PRE-ENG.TRUSS PER
�"�'
U oo
SPACING, AND BLOCKING
(4) EQ. SPACED -1" TITEN HD ANCHORS W/
2x BLOCKING
��
PLAN, 24 O.C. MAX
Cl)
W
Z -
REQUIREMENTS
. • MIN. 12" EMBEDMENT FOR HOLLOW
p
Q m
r
BLOCK OR 3 1/2 EMBEDMENT FOR SOLID
SIMPSON LSTA24 EACH
(2) 2x TOP PLATE
ROOFING MATERIAL
¢
�
Z
BLOCK. MAX. 6" FROM TOP AND BOTTOM
STUD
PER ARCHS
w
� M
.�
OR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6"
FROM TOP AND BOTTOM AND 12" O.C.
2x BRG WALL, SEE
PRE -ENG. ROOF
ATTACH 2x TO
BUILT-UP W/(2)
SEE FRAMING PLAN
O
z
U) W `-
W 0 ti W
BETWEEN
PLAN FOR STUD SIZE &
TRUSS PER PLAN
ROWS OF 10d NAILS
FOR CONNECTION
O
<
U H
p E
°' C°a
SPACING. MIN 2 2x
O
STAGGERED @ 8
INFO
Q
�/
0
O
PT BASE PLATE
UNDER GIRDER TRUSS
SEE PLAN FOR
O.C:
SEE ELEVATION
v
O
LL
v06 i
- c~v r'
o c
U W z 0 C,),-
U.N.O.
U.N.O.
CONNECTION
;. TOP OF MASONRY
-'
W
Z F— Z > J coo
< -J LL
fi!310�BEARING/ SHEARWALL CONNECTION TO CMU
fiFlkSECTION @ DOUBLE BEARINGA*'F�lSTEP
@ BEARING FRAME WALL
SEE PLANS FOR
_
=
W
�
Z
I--- O W c
= O 0 of V cc
_
OVERHANG INFO
-
W
< ¢ 0
3/4"=1'-0"
3/4"=1'-0"
3/4"=1'-0"
; ..
F-
Q w o
z 0 �
p=z W Z E
W
z
W
V
OZF—WYO
U¢= W J a
RE. ELEV.
W
ix
0
FOR O.H.
_
p
TYP. SINGLE TIE -BEAM
O
U)
z0 CIO
W/ (1) #5 CONT.
LL
O o
GROUT SOLID
Q
z
PRE-ENGINEERED
�
W
d-
00
PRE -CAST LINTEL PER
PLAN
OPENING
WATERPROOFING BY
BUILDER/ OTHERS
WINDOW/DOOR
P.T. BUCK FASTENER SCHEDULE
SIZE
TAPCONS
SPACING # ROWS
1x4
3/16" x 2 1/4"
12" O.C.
1
x
3/16" x 21 /4"
"
1x8
3/16" x 2 1/4"
12" O.C.
2
2x4
3/16" x 31/4"
12" O.C.
1
x
3/16" x 3-1/4"
19i.,
2x8
3/16" x 31/4" 1
12" O.C.
2
TRUSSES PER PLAN @ "12 Z I-
24 WINDOW PER > O. C. MAX. DOUBLE 2x TOP PLATE FLOOR PLAN z O
o
TYP. TRUSS TO FRAME IF REQ'D, PROVIDE a0 LU p
CONNECTION PER STD CLOSURE WALL w/ oW ;
SIMPSON HGA10 @ 48"
O.C.
SHEATHING NOT REQ'D
TO BE CONT. @ THE
TRANSITION FROM
BEAM TO GABLE
-WHERE O.H. IS > 1'-0", DROP GABLES
SIMPSON HGA10 @ 48" 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK w/ OUTLOOKERS @ 24" O.C. TO RUN 1'-0" MAX PLYOOD CANT. O.H.
O.C.NOTE: ALL GABLE ADJ. BAYS @ EA. DIAG. AS SHOWN. FASTEN BACK TO 1ST COMMON TRUSS WITH SEE .H. SI FOR
BRACING IS TO BE ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ (3) 12d TOENAILS. CONNECT TO O.H. SIZE
SHEATHING NOT REQ'D SYP#2 OR BETTER 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS DROP GABLE WITH H2.5 CLIP. MAX
TO BE CONT. @ THE REQ'D) 2'-0" O.H.
TRANSITION FROM
WALL TO GABLE
. \ (2) ROWS 12d NAILS
TRUSS TRUSS
CONT. 2x4 STAGGERED @ 12" Q
DOUBLE 2x TOP PLATE \ 2x4 DIAGONAL BRACE O.C. EA. FACE OR (3) z
ROWS 12d NAILS LU
FASTEN SIDE WALL \ R 48" O.C. TO 3RD BAY STAGGERED @ 12
BEAM PER PLAN SHEATHING PER PLAN. \ STRONGBACK, SEE O.C. FOR 2X10 R
(5) 16d NAILS \ GREATER HEADEER
BRACE TO \ CHART
ti
EXT. SHEATHING; BLOCKING \ \ GABLE BRACING (+) LSTA30 HEADER TO N
SIMPSON H10A SIMPSON H10A ATTACH PER PLAN SEE CHART STUDS U.N.O. z
DIAGONAL TO BEAM DIAGONAL TO TOP DOWNFRAME TO O
PLATE DOOR SIM TO
PROVIDE 2x4 BRACE WF01/SD3
BEAM CONNECTION FRAME WALL CONNECTION s�N ODI �: REQoEBRACKIF 11 w 01)
M
2X STUDS TYP.
w/(2) 16d NAILS. CHART :LNUATTACH M `i`���11 111�Ili d
NJAMB STUDS p �� is ��� i,� �
REQ'D GABLE END "L" AND/OR "T' GABLE BRACING @ _ PER WF08/SD3 U � N� �Ci•,.•••••• �i UJ
BRACING STRONG BACK PER GABLE A GABLE END C7 ��;•' ••'•.��� ��• Y c
END BRACING CHART 48 O.C. NOT REQ'D SHEATHING z>�.;w rn 6•.2 = = Z o
6 FROM EAVES BASE PLATE TO BE o Q • •
2x4 SYP #2 TOP CHORD BRACING FASTEN PER USING ATTACHED 2" 0oJ--BOLTS D FTGU :LU:Z O 20 a = 0 U
16" O.C. MIN (2 TRUSS BAYS LAN. OR EPDXY ANCHOR Q w �% z° ~�: O =
Ltl Q
_ z
BACK FROM GABLE END (MIN. 48") 6" FROM EA. END OF @ � :26'':'� �;' �� Q �
CONTRACTOR TO FIELD VERIFY WHICH GABLE END i
BASE PLATE & WALL O �� 6' '••....••••', `s } O
CONDITION IS REQUIRED. CONTACT EOR A23 DIAGONAL TO TRUSS PER ��� O �� L,.•
FOR ADDITIONAL INFO AS REQ'D TRUSS BOTTOM PLAN TYP. OPENINGS & 32 O.C. - u.pts
W/ 7" MIN EMBED. & 2" w
GABLE BRACING CHART
CHORD. REFER TO
GABLE BRACING +
UP TO 4'-8"
NO BRACE REQUIRED
4'-8" < H_ 71- 0„
(1) 2x4 BRACE
SIMPSON A23 @ EACH GE02 FOR REQ'D
(2) 2x4 BRACE (SEE SECTION A -A)
9'-4" < H:614'-0"
STRONGBACK W/ (1) 2x4 BRACE
MAINTAIN 3 1/4" BRACE TO PLATE BRACING TYP.
STRONGBACK W/ (2) 2x4 BRACE
SEE GABLE
CLEARANCE BETWEEN r 1/2" J -BOLTS w/ 2x4 SYP #2 BOTTOM
DOOR STEP p
PLYWOOD
INSIDE FACE OF CMU WASHERS (MIN. 7" CHORD BRACING @ 16"
EMBED) MIN. 6" FROM
AND CENTERLINE OF O.C. FOR FALSE BEAM
SHEATHING &
CONNECTION DETAIL
J -BOLT EACH END AND 32" ATTACHMENT W/ (3)
Q
NAILING PER
O.C. MAX. O 10d TOENAILS EA. END
w PLAN SHALL
MIN. (2) TRUSS BAYS
W RUN CONT.
2x8 P.T. PLATE, CANT. Q M BACK FROM GABLE
J ACROSS GABLE
TO BOTTOM OF
FOR CLG. NAILING = END (MIN. 48")
FALSE BEAM.
CONNECTIONS
SURFACE '� o m 2x TOP PLATE TO
ATTACHED PER
PROVIDE 16d NAILS k. p GABLE END W/ 12d
NAILING
GABLE END TRUSS TO _ NAILS @ 6" O.C.
SCHEDULE
GABLE BRACING CHART
H
GABLE BRACING +
UP TO 4'-8"
NO BRACE REQUIRED
4'-8" < H_ 71- 0„
(1) 2x4 BRACE
7'-0” < H:6 9'-4"
(2) 2x4 BRACE (SEE SECTION A -A)
9'-4" < H:614'-0"
STRONGBACK W/ (1) 2x4 BRACE
14'-0" < H:618'-8"
STRONGBACK W/ (2) 2x4 BRACE
PLATE @12" O.C. MAX. - HGA10 @ 32' O.C. 2x4 SYP #2 FRAMING FOR FALSE (1) A23 FROM INFORMATION 2X CRIPPLES @ 16" O.C. w Z
2x4 BRACE IF REQ'D STRONGBACK TO W/ SIMPSON SP2 TYP. =I
BEAM @16 O.C., IF REQ'D W/ (4) SEE CHART. DIAGONAL TOP AND BOTTOM IF a
10d NAILS @ EA. TRUSS BRACE
TIE. BEAM COURSE w/ 1—
CMU WALL OR LINTEL (1) #5 CONT. TOP AND BOTTOM 2x4 #2 SYP HEADER IS NOT FLUSH Ov a
MIN. 2x4 SYP #2 STUDS @ 16" O.C. BLOCKING 10d COMMON NAILS @ \ SP4 TOP OF CRIPPLE AT AGAINST TOP PLATE 0
BELOW BETWEEN
W/ SINGLE BOTTOM & TOP PLATE 6" O.C. STRAP LOCATION * WHEN STUD LENGTH Q V
STUDS ONLY IF IS < 12" USE LSTA30 M W
CMU WALL CONNECTION W/ (3) 10d NAILS EACH END TYP. FRAME DOWN
FALSE BEAM GABLE VERTICAL STRAPS AT EA. STUD W W
2x4 SYP #2 HORIZONTAL PER PLAN IS A SINGLE 2x • • WRAPPED OVER TOP F -
BLOCKING @ 16" O.C. W/ (3) 1 O IF REQ'D WIDE 2ND 2x4 BRACE IF PLATE &NAILED TO Q
NAILS EACH END i� x REQ'D, SEE CHART HEADER EA. SIDE W/ U W
CLEAR SPAN CONNECTION A -A GABLE VERTICAL BRACING 2x6 (11) 10d NAILS
,k,k* ,ti,k,k 10d COMMON NAILS @ SP4 TOP OF CRIPPLE AT p
NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING 81, O.C. STRAP LOCATION
(2) ROWS 12d NAILS
(GEO GABLE END @ FLAT CEILING CONNECTIONS rGE0 GABLE END BRACING STAGGERED @ 12" O.C. a A
EA. FACE OR (3) ROWS ui �_ o
3/4"=11-0"3/4 -1-0 12d NAILS STAGGERED W 8 Z
(150 MPH EXP. B) _ @ 12" O.C. FOR 2X10 U o
OR GREATER HEADER D U <`
SEE HEADERW z o• _
D
SCHEDULE FOR o 0 Q 00
HEADER CONNECTION Q
INFORMATION Z
U_
M
O w
LSTA30 HEADER TO O E
STUDS U.N.O. Q og cc"), c°�
U
FILLING AND BLKING O W Z w Z p ``' E
AS REQ'D W/ (2) ROWS w 7 Z Q O m _ W vii
OF 12d @ 16" O.C. TO W L U P C
HEADER UNO _ W con p r
2X STUDS TYP.w ~ Z o Oz z w z E
ATTACH JAMB STUDS Z W O¢ Q _j a
PER WF08/SD3 o W Q w (5
v!M
BASE PLATE TO BE O
ATTACHED TO FTG Q
USING 1/2" J -BOLTS OR z
DOOR EPDXY ANCHOR @ 6" w O
OPENING FROM EA. END OF BASE U) r.
PLATE & WALL a Q r
2x4 SYP #2 BLOCKING OPENINGS & 32" O.C. W/
@ 48" O.C. MAX. W/ (3) „7—SP4 @ BASE OF EA. 7" MIN EMBED PER BRG z Z 0
12d TOE -NAILS @ EA. ROOF SHEATHING PER TRUSSES AT 24 O.C. STUD U.N.O. SEE WALL SCHEDULE. AT z 0 J
END. REDUCE PLAN ATTACH PER TYP. NON -LOAD BEARING WALL SLAB STEP DOWNS, p �•• W C
SPACING TO 24" O.C. BEARING WALL PER SIMPSON DTC @ 48" STRUCTURALFn
EMBED. MUST BE 7" Q
NAILING SCHEDULE PLAN. STUDS @ 24" O.C. ATTACH W/ SCHEDULE ON NOTES & W
@ WALLS CARRYING (6) 8d SHEATHING MIN. BELOW STEP o >
CONNECTOR LEGEND z
LOADS SUCH AS O.C. MAX. STUD NAILS (MAX -1" ATTACHED PER SHEET FOR MORE INFO. 0 W W
CABINETS OR HEAVY SPACING TO BE VERTICAL GAP NAILING SCHEDULE P.T BASE PLATE w = W �
SHELVING REDUCED DOWN TO BETWEEN 12" LONG - _ W
16" O.C. MAX. @ F- W
SIMPSON DTC @ EACH BLOCK & TRUSS TYP. NON -LOAD 2x4 #2 SYP CONT. W/ o a
LOCATIONS CARRYING BOTTOM CHORD/ BEARING WALL PER HEADER DETAIL NOTES: z V a
HORIZONTAL BLOCK (2) 16d COMMON ¢ Q
LOCATION. ATTACH W/ LOADS SUCH AS TRUSS BLOCKING.} PLAN. STUDS @ 24" NAILS EA. STUD OR 1. UPLIFT CONNECTORS INDICATED ON THIS DETAIL ARE ONLY REQUIRED = W
CABINETS OR HEAVY REDUCE DTC SPACING O.C. MAX. STUD WHEN BEARING WALL HAS UPLIFT. IF FRAMING PLAN INDICATES = m
(6) 8d NAILS (MAX. 4" SHELVING. _ TRUSS MEMBER, � � (J
VERTICAL GAP TO 24" O.C. FOR N SPACING TO BE TYP. (MAX. 24' O.C.}. CONNECTORS, THEY WILL SUPERCEDE THE STANDARD CONNECTORS U (n _
BETWEEN 12" LONG HOLD TOP OF WALLS CARRYING REDUCED DOWN TO IF MASONRY, USE (2) SHOWN HERE AND THE STANDARD CONNECTORS ARE NOT REQUIRED. p W 1- D
BLOCK &TRUSS LOADS SUCH AS 16" O.C. MAX. @ 1/4" TAPCONS W/ ~ ti Z
NON -LOAD BEARING o O00
BOTTOM CHORD/ �,� CABINETS OR HEAVY LOCATIONS CARRYING MIN. 2" EMBED. @ 24" 2. REQUIRED NUMBER OF KING STUDS PER THE HEADER SUPPORT w Q O
WALL DOWN 1-2 SHELVING LOADS SUCH AS SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET. QUANTITY OF KING z 0. N
TRUSS BLOCKING.) BELOW BOTTOM OF O.C.
CABINETS OR HEAVYSTUDS SHOWN ON FRAMING PLANS SHALL SUPERCEDE THE QUANTITY AS U)
2x BLOCKING x 12" TRUSS BOTTOM 2x BLOCKING x 12" SHELVING. SHOWN ON STANDARD DETAILS. w
LONG @ HORIZONTAL CHORD. LONG @ TRUSS TRUSS OR ROOF co
SYSTEM co STRUCTURAL ENG: CNS
BLOCKING LOCATION LOCATION FOR CLIP 3. JACK STUDS SHALL BE INDICATED ON FRAMING PLANS BY THE DIAMOND W DRAFTING:
FOR CLIP, ATTACHMENT, @ 48" WOOD/MASONRY DESIGNATION AND SHALL BE THE BEARING SUPPORT MEMBERS FOR W
ATTACHMENT. ATTACH O.C. ATTACH TO WALL WALL OR TRUSS, HEADERS. IF NO JACK STUD DESIGNATIONS ARE SHOWN, REFER TO THE v STRUCT: DP
TO WALL SINGLE TOP SINGLE TOP PLATE W / HOLD TOP OF SEE PLAN HEADER SUPPORT SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET. QC CHECK: Cc
PLATE W /MIN. (4) 8d MIN. (4) 8d NAILS. NON -LOAD BEARING W
NAILS. WALL DOWN 1-2' 4. CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHED. cn JOB No. PSQ-0205452
BELOW BOTTOM OF THEN ATTACH ADDIT'L KINGS AS REQ'D. g SCALE: AS INDICATED
SINGLE 2x TOP PLATE TRUSS BOTTOM
SINGLE 2x TOP PLATE z
fiF2 NON-BEARING WALL PARALLEL TRUSS CHORD. o _DATE: o7/os/1$
DO2 LEDGER @ LOW ROOF FO TYPICAL INTERIOR BEARING WALL HEADER
1 /2"=1'-0" 3/4"=1'-0" 1 /2"=1'-0" W
C0
SD2
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
WASHER. AT SLAB F -
STEP DOWNS, EMBED. O
MUST BE 7" BELOW U)
SEE GABLE
DOOR STEP p
W
CONNECTION DETAIL
OPENING L
.
PT BASE PLATE
Q
FOR REQ'D
CONNECTIONS
a
w
2x4 ATTACHED TO EA.
GABLE 2x4 BRACE
SP4 @ BASE OF EA. O
WITH (2) 10d NAILS
STUD U.N.O. SEE BEARING Q
WOOD WALL SCHEDULE ON
NOTES & CONNECTOR
LEGEND SHEET FOR MORE
PLATE @12" O.C. MAX. - HGA10 @ 32' O.C. 2x4 SYP #2 FRAMING FOR FALSE (1) A23 FROM INFORMATION 2X CRIPPLES @ 16" O.C. w Z
2x4 BRACE IF REQ'D STRONGBACK TO W/ SIMPSON SP2 TYP. =I
BEAM @16 O.C., IF REQ'D W/ (4) SEE CHART. DIAGONAL TOP AND BOTTOM IF a
10d NAILS @ EA. TRUSS BRACE
TIE. BEAM COURSE w/ 1—
CMU WALL OR LINTEL (1) #5 CONT. TOP AND BOTTOM 2x4 #2 SYP HEADER IS NOT FLUSH Ov a
MIN. 2x4 SYP #2 STUDS @ 16" O.C. BLOCKING 10d COMMON NAILS @ \ SP4 TOP OF CRIPPLE AT AGAINST TOP PLATE 0
BELOW BETWEEN
W/ SINGLE BOTTOM & TOP PLATE 6" O.C. STRAP LOCATION * WHEN STUD LENGTH Q V
STUDS ONLY IF IS < 12" USE LSTA30 M W
CMU WALL CONNECTION W/ (3) 10d NAILS EACH END TYP. FRAME DOWN
FALSE BEAM GABLE VERTICAL STRAPS AT EA. STUD W W
2x4 SYP #2 HORIZONTAL PER PLAN IS A SINGLE 2x • • WRAPPED OVER TOP F -
BLOCKING @ 16" O.C. W/ (3) 1 O IF REQ'D WIDE 2ND 2x4 BRACE IF PLATE &NAILED TO Q
NAILS EACH END i� x REQ'D, SEE CHART HEADER EA. SIDE W/ U W
CLEAR SPAN CONNECTION A -A GABLE VERTICAL BRACING 2x6 (11) 10d NAILS
,k,k* ,ti,k,k 10d COMMON NAILS @ SP4 TOP OF CRIPPLE AT p
NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING 81, O.C. STRAP LOCATION
(2) ROWS 12d NAILS
(GEO GABLE END @ FLAT CEILING CONNECTIONS rGE0 GABLE END BRACING STAGGERED @ 12" O.C. a A
EA. FACE OR (3) ROWS ui �_ o
3/4"=11-0"3/4 -1-0 12d NAILS STAGGERED W 8 Z
(150 MPH EXP. B) _ @ 12" O.C. FOR 2X10 U o
OR GREATER HEADER D U <`
SEE HEADERW z o• _
D
SCHEDULE FOR o 0 Q 00
HEADER CONNECTION Q
INFORMATION Z
U_
M
O w
LSTA30 HEADER TO O E
STUDS U.N.O. Q og cc"), c°�
U
FILLING AND BLKING O W Z w Z p ``' E
AS REQ'D W/ (2) ROWS w 7 Z Q O m _ W vii
OF 12d @ 16" O.C. TO W L U P C
HEADER UNO _ W con p r
2X STUDS TYP.w ~ Z o Oz z w z E
ATTACH JAMB STUDS Z W O¢ Q _j a
PER WF08/SD3 o W Q w (5
v!M
BASE PLATE TO BE O
ATTACHED TO FTG Q
USING 1/2" J -BOLTS OR z
DOOR EPDXY ANCHOR @ 6" w O
OPENING FROM EA. END OF BASE U) r.
PLATE & WALL a Q r
2x4 SYP #2 BLOCKING OPENINGS & 32" O.C. W/
@ 48" O.C. MAX. W/ (3) „7—SP4 @ BASE OF EA. 7" MIN EMBED PER BRG z Z 0
12d TOE -NAILS @ EA. ROOF SHEATHING PER TRUSSES AT 24 O.C. STUD U.N.O. SEE WALL SCHEDULE. AT z 0 J
END. REDUCE PLAN ATTACH PER TYP. NON -LOAD BEARING WALL SLAB STEP DOWNS, p �•• W C
SPACING TO 24" O.C. BEARING WALL PER SIMPSON DTC @ 48" STRUCTURALFn
EMBED. MUST BE 7" Q
NAILING SCHEDULE PLAN. STUDS @ 24" O.C. ATTACH W/ SCHEDULE ON NOTES & W
@ WALLS CARRYING (6) 8d SHEATHING MIN. BELOW STEP o >
CONNECTOR LEGEND z
LOADS SUCH AS O.C. MAX. STUD NAILS (MAX -1" ATTACHED PER SHEET FOR MORE INFO. 0 W W
CABINETS OR HEAVY SPACING TO BE VERTICAL GAP NAILING SCHEDULE P.T BASE PLATE w = W �
SHELVING REDUCED DOWN TO BETWEEN 12" LONG - _ W
16" O.C. MAX. @ F- W
SIMPSON DTC @ EACH BLOCK & TRUSS TYP. NON -LOAD 2x4 #2 SYP CONT. W/ o a
LOCATIONS CARRYING BOTTOM CHORD/ BEARING WALL PER HEADER DETAIL NOTES: z V a
HORIZONTAL BLOCK (2) 16d COMMON ¢ Q
LOCATION. ATTACH W/ LOADS SUCH AS TRUSS BLOCKING.} PLAN. STUDS @ 24" NAILS EA. STUD OR 1. UPLIFT CONNECTORS INDICATED ON THIS DETAIL ARE ONLY REQUIRED = W
CABINETS OR HEAVY REDUCE DTC SPACING O.C. MAX. STUD WHEN BEARING WALL HAS UPLIFT. IF FRAMING PLAN INDICATES = m
(6) 8d NAILS (MAX. 4" SHELVING. _ TRUSS MEMBER, � � (J
VERTICAL GAP TO 24" O.C. FOR N SPACING TO BE TYP. (MAX. 24' O.C.}. CONNECTORS, THEY WILL SUPERCEDE THE STANDARD CONNECTORS U (n _
BETWEEN 12" LONG HOLD TOP OF WALLS CARRYING REDUCED DOWN TO IF MASONRY, USE (2) SHOWN HERE AND THE STANDARD CONNECTORS ARE NOT REQUIRED. p W 1- D
BLOCK &TRUSS LOADS SUCH AS 16" O.C. MAX. @ 1/4" TAPCONS W/ ~ ti Z
NON -LOAD BEARING o O00
BOTTOM CHORD/ �,� CABINETS OR HEAVY LOCATIONS CARRYING MIN. 2" EMBED. @ 24" 2. REQUIRED NUMBER OF KING STUDS PER THE HEADER SUPPORT w Q O
WALL DOWN 1-2 SHELVING LOADS SUCH AS SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET. QUANTITY OF KING z 0. N
TRUSS BLOCKING.) BELOW BOTTOM OF O.C.
CABINETS OR HEAVYSTUDS SHOWN ON FRAMING PLANS SHALL SUPERCEDE THE QUANTITY AS U)
2x BLOCKING x 12" TRUSS BOTTOM 2x BLOCKING x 12" SHELVING. SHOWN ON STANDARD DETAILS. w
LONG @ HORIZONTAL CHORD. LONG @ TRUSS TRUSS OR ROOF co
SYSTEM co STRUCTURAL ENG: CNS
BLOCKING LOCATION LOCATION FOR CLIP 3. JACK STUDS SHALL BE INDICATED ON FRAMING PLANS BY THE DIAMOND W DRAFTING:
FOR CLIP, ATTACHMENT, @ 48" WOOD/MASONRY DESIGNATION AND SHALL BE THE BEARING SUPPORT MEMBERS FOR W
ATTACHMENT. ATTACH O.C. ATTACH TO WALL WALL OR TRUSS, HEADERS. IF NO JACK STUD DESIGNATIONS ARE SHOWN, REFER TO THE v STRUCT: DP
TO WALL SINGLE TOP SINGLE TOP PLATE W / HOLD TOP OF SEE PLAN HEADER SUPPORT SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET. QC CHECK: Cc
PLATE W /MIN. (4) 8d MIN. (4) 8d NAILS. NON -LOAD BEARING W
NAILS. WALL DOWN 1-2' 4. CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHED. cn JOB No. PSQ-0205452
BELOW BOTTOM OF THEN ATTACH ADDIT'L KINGS AS REQ'D. g SCALE: AS INDICATED
SINGLE 2x TOP PLATE TRUSS BOTTOM
SINGLE 2x TOP PLATE z
fiF2 NON-BEARING WALL PARALLEL TRUSS CHORD. o _DATE: o7/os/1$
DO2 LEDGER @ LOW ROOF FO TYPICAL INTERIOR BEARING WALL HEADER
1 /2"=1'-0" 3/4"=1'-0" 1 /2"=1'-0" W
C0
SD2
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
2x4 BLOCKS, (2) 16d - LINTEL (SEE PLAN)
NOTE: CUTBACK 2x8
NAILS @ EA. END. - PRECAST LINTEL PER P.T. @ TOP TO ALLOW _ , . SEE TYPICAL HEADER _
HEADER CAN BE
BLOCK ADJ. BAYS @ PLAN CONT. 2x4 BLOCKING 7/16" O.S.B. EA. SIDE FRAMING DETAILS FOR
EA.DIAG. AS SHOWN. SHEATHING PER PLAN AROUND CURVE. MIN. ADDITIONALFASTEN ROOF
2 TAPCON ANCHORS INFORMATION
-
SHEATHING TO 1'-0" MAX PLYWOOD CANT. O.H. MASONRY WALL PER 2x8
BLOCKS w/8d NAILS SEE ELEV. FOR SEE PLAN EITHER UPSET OR
@6"O.C.
O.H. SIZE 2x8 W/ (2) 16d TOE DOWNSET)
WHERE O.H. IS > 1'-0", NAILS EA. END
2x BLK'G. TO O.S.B. W/ 2x W/ (2) 16d TOE NAILS Q
DROP END GABLE w/ ARCH PER ELEV (2) - 8d EACH END EACH END
F-
OUTLOOKERS @ 24" 2x SPF CONT. HEADER PER —� o
O.C. TO RUN BACK TO BLOCKING ATTACH TO - LOCATION
COMMON
WITH d TOENAILS. NAILS SB W/ (2) 8d END VIEW w/ CMU NAI S (TYP.MON
CONNECT TO DROP ti
GABLE WITH H2.5 CLIP. 7/16" OSB EA. SIDE, W/ HEADER (SEE PLAN) N
MAX 2'-0" O.H. 6d NAILS @ 16" O.C. TO v
SIDE & TOP NAILER O
2x4 SPF CONT.
CONT. 2x4 BLOCKING ATTACH TO o
7/16" O.S.B. EA. SIDE 7/16" OSB W/ (2) 8d w
2x4'S 24" O.C. NAILS �\ %1111IU1/� �
(5) 16d NAILS BRACE @ 2x BUCK PER DETAIL 7/16" OSB EACH SIDE n ��� ����� w M
TO BLOCKING ARCH PER ELEV O `
GABLE END MD04/SD1 2x BLKG. TO O.S.B. W/ W! 6d NAILS 16 O.C. �i� � i a
PROVIDE 2x4 BRACE SHEATHING FASTEN (2) - 8d EACH END TO SIDE &TOP NAILER � '"; .-- •••••••���%. 1, � Y o
TO EA. ADJ. DIAG. 2x BUCKS,
PER PLAN z Q : tv 0 U- 6. -j Z 00
—
o p; o P; J= Q V N
FASTEN TO DIAG.w/(2) SPLICE AS REQ'D
END VIEW w/ WOOD w =.w �` a o z! o
16d NAILS. 00 2 60 O z6 �-4 u.i
Q
SIMPSON H10A DIAG. '''���••' .....••'•����`` �Q O
TO BLOCKING
fiFO ARCH WINDOW FRAMING DETAILS 0 ., o
LL
3/4"=1'-0" w 11111���
'��11� m
NOTES: LL
O
GABLE BRACING @ 48" PROVIDE 2x BLOCKING 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN U)2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS OF THE LAST LAMINATION
O.C. MAX. 45° FROM FOR NAILING 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) EDGE DISTANCE 0 W
HORIZONTAL (+/-10) 2 1/2" EDGE OUTSIDE (2) 2x4's PER DETAIL Q
BRACE NOT REQUIRED 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/-1/4 j
6' FROM EAVES. 1" EDGE 1 1/2" EDGE Q
TRUSS PER PLAN a
SEE PLAN FOR " 'f 'f O 10d x 3„ w
10d x 3 COMMON z _
SUPPORT AND TIE Iz w
DOWN OF JACK z 0
TRUSSESNo, T17 M
PROVIDE BLOCKING w z 2 1/2" w 2 1/4" z N J z 2��
BETWEEN TRUSS BAYS 1 1/2 w N U
@ 48" O.C. FOR FIRST 3 N VQ N FQ. a
BAYS WALL PER PLAN N o _ w Z
SEE GABLE
CONNECTION DETAIL � N n. w � U)FOR REQ'D (FRAME WALL SHOWN; N 10d x 3" COMMON w w O
CONNECTIONS MAY ALSO BE a 0
MASONRY) 10d x 3" COMMON OPP. x Ov D..
***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** SIDE Z Z W z o C)
0 U U � U 10d x 3" OPP. SIDE- Q ()
z I I I I 9 I I z a M U)
Q cn W W
ao w a 0
GE03 GABLE END @ FLAT CEILING W/ BOSTON HIP
3/4"=1'-0" 10d x 3" COMMONU
OPP. SIDE CL DISTANCE PER W
DETAIL 0
(2) 2x4's (2) 2x6'sz
(2) 2x8's INSIDE PLY NAILS NAILED AT 8" O/C 0
(2) 2x COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8"O/C. OUTSIDE 2x's
G
fiFO TYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN a Cn A Y� d
2x6 COLLAR TIE HALF WAY 9
UP HEIGHT OF VALLEY. W I 1-1/2"=1'-0 ? � 1
FASTEN w/ (5) 10d COMMON I O I ~0000oz
NAILS @ EACH END (TYP.) 0
-G
2x6 RAFTER TO 2x8 RIDGE i o W z Q OD
BOARD W/ A35 ON ONE SIDE
OF RAFTER. ATTACH A35 ON I 0 zM
ADJ RAFTER TO OPP SIDE I O W t
(AS SHOWN) z W U w
O V H
-- ----------- Q 06 - Cj to h ;3;
U U) -Z -Nr c
O M _
FASTEN SYP R SPF 2X6 MIN. w
VK C7
0
w W ZF—Z> o
WIDTH) PLATE THRU O.S.B Lq � = W F- U 0 m - ti c
SHEATHING (THICKNESS PER <<�C•� JQ��'
PLAN) TO PRE -ENG TRUSS = J O0 < p >- v 0
BELOW W/ 1/4"x4-1/2" �_ F- W w w a O a c
SIMPSON SDS SCREWS 2x6 2X8 RIDGE BOARD w �" Z 0 Oz z w Z 6
PLATE TO TOP CHORD OF U
FASTEN CONV. 2x VALLEY RAFTER ~ () Q � W Q
EACH TRUSS BELOW 2x6's @ 24" FRAMING (OR PRE -ENG VALLEY TRUSSES) Q W U aa
O.C. MAX. TO 2x PLATE WITH SIMPSON MTS12 OR o = Z O 0
LSTA12 CONNECTORS ((5) 8d NAILS) @ EA. o
RAFTER TO PLATE CONN. U O O `-
CF01 FIELD FRAMED VALLEY DETAIL a
- z _
1/2"=1'-0" A 2x STUDS @ 16" O.C. FOR KNEE WALL —
O W
W pp
F LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT p T
BUILDER NOTE: O ROOF SHEATHING FOR STRAP a Q
SOFFIT FRAMING NOT li—
z REQUIRED WITH ALUMINUM C CONT. ROOF SHEATHING NAIL PER PLAN F z 0
S, OR VINYL SOFFITS D O a _
0VF Cq 20V"'90 ROOF SHEATHING, PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END ao H LLI c
k� R BT ROOF SHEATHING, k R T FASTEN PER PLAN TO TOP CHORDS OF TRUSSES BELOW WHEN 0 W
�N0Tti T,Q� FASTEN PER PLAN �FNc ATR O BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS
O,c0 S tiup ss BELOW AND CONNECT w/ HTS20 @ 32" O.C. ° \ � O J W
- ti - oti
2x4 FRAMING @ 24" E _ = W U
O.C. MAX. PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW W
2x4 FRAMING @ 24" W
O.C. MAX. PROVIDE (4) 10d x 3" H A ` z (.� �•
2x SCAB w/ 10d NAILS J O Q Q
@ 4" O.C. PROVIDE (4)10d x3"
-NAILS AT JOINT F 2x PLATES OVER ROOF DECK PER VALLEY F- W
PER -ENG TRUSSES S-
NAILS AT JOINT FRAMING DETAIL \ _ � CY m Q �
PER PLAN 2x SCAB w/ 10d NAILS B H A U U) M _
_ @ 4" O.C. O DOUBLE TOP PLATE \ K O W
TRUSS CONNECTION PER -ENG TRUSSES \ D O Z
PER PLAN 2x FASCIA PER PLAN 2x FASCIA C O SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR B Z 0Y a C
CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOE NAILS RAFTER 55
G- N
_
LEDGER TO LEDGER E COMMON TRUSS PER PLAN OR CONV. FRAMING w/ C w
PER PLAN STRUCTURAL ENG: CNS
2x4 PT LEDGER W/ 2x4 LEDGER W/ (2) 16d O STRUCTURAL SHEATHING PER PLAN AND ROOF cn
1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER FINISH PER ARCHITECTURAL PLANS w DRAFTING:
O.C. NAILS @ 16 O.C. G E a
SEE ELEV. FOR PLAN SEE ELEV. FORCURVED ROOF TRUSSES PER PLAN OR CURVED
O.H. SIZE O.H. SIZE O RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING j-sTRucT: DP
NAILED @ 6 O.C. STAGGERED G rr Qc CHECK: Cc
CONDITION @ CMU WALL CONDITION @ FRAME WALL F01 DORMER FRAMING DETAIL NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IFREQ'D J .los No. PSQ-0205452
NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE z SCALE: AS INDICATED
TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. w DATE: 07/09/18
F1 TYPICAL SCAB OVERHANG o
3/4"=1'-0" w
a
F -
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
NOTE: PIPE OR DUCT W/ (2) 10d NAILS @ 3" O.C. DOUBLE 2x4 TOP NAIL FIELD INSTALLED
PLATE LENGTHS MUST PENETRATION OF WITHIN 48" OF SPLICE PLATE TOP PLATE TO FRAME
BE AT LEAST 8'-0" MORE THAN 50% OF THEN (2) ROWS 10d NAILS PROVIDE 2x4 ON TOP WALL OR PRE -
LONG. TYP. TOP PLATE WIDTH @ 8" O.C. OTHERWISE OF 2x8 TO PAD OUT ASSEMBLED WALL
INSTALL SIMPSON TOP PLATE. ATTACH PANEL W/ (2) 10d NAILS
PSPN516Z W/ (12) 16d W/ (2) 10d NAILS 3" O.C. NAILING O.C. (FOLLOW Q
• NAILS TYP. TOP & BOT. (SOLID BLOCK W/ 2x6) N
+ • ATTACH 2x4 STUDS TO REQUIREMENTS THIS z
2x4 #2 SYP P.T. + + (2) 10d NAILS 3" O.C. DETAIL FOR ALL TOP • • o
@ TOP PLATE W/ (3) 12d PLATE SPLICE • • F5
BLOCKING @ 24" O.C. 2x4 BLOCKING (2) 12d + WITHIN 48" OF SPLICE TOE -NAILS TYPICAL AT LOCATIONS �
TRUSS PER PLAN W/ (2) 12d END NAILS NAILS, TOENAILED @ + THEN (2) ROWS 10d ALL LOCATION ). _
@ EACH END EACH END.AT 24" O.C. ROOF PER PLAN THING + NAILS @ 8" O.C. 8�
TRUSS PER PLAN TRUSS PER PLAN OTHERWISE 2x4 WALL BEYOND tij7N N
DTC CLIP / I i, (2) 8d NAILS AGAINST 2x8 STUDS z
INTO BLOCKING, (4) 8d �8• -
ATTACHED PER O
(2) 16d TOE NAILS NAILS INTO TOP PLATE M/N (WF08/SD3)
OVERLAP TOP PLATE w
BRACE TO LEDGER AT CORNER _
TOP SPLICE @ i
S 01)
IMPSON LTA2 DOUBLE TOP PLATE DOUBLE 2X4 TOP ATTACH 2x8 STUDS TO NAIL BOTTOM PLATE o':t � �I►111111//�Lq
(10O 10d NAILS AND CKING TO CMU W/ NAILS @EACH WEB PLATE TO EACH PLY OF BUILT U �.'\S ��/ ���� W oo
MASONRY WALL OR TOP PLATE W/ (4) 12d UP COLUMN BELOW W/ O :���'••'•••�••' • _
LINTEL SEE PLAN '' MIN. 4 1/8" EXTERIOR SHEATHING. ATTACH 2x4 STUDS TO TOE -NAILS TYPICAL C7 V .•' '•. _ '. Y O
s (2) 10d NAILS . �; :2 J z o
EMBEDMENT OR ATTACH PER PLAN p ; Co o� O O ; ,J == U N
z TOP PLATE W/ (3) 12d AT ALL LOCATION z Q •°' ►L 6.. W
SIMPSON META16 a FROM TOP OF WALL TOE -NAILS TYPICAL AT � W w !0 J
W TO BOTTOM ALL LOCATION TOP SPLICE m U ;diti o: C LL, Q •
STD CONDITION @ CMU BOTTOM SPLICE OVER DOUBLE 2x8 TOP TOP PLATE CORNER TRANSITION o �2a.:; Z �: z o
2x8 #2 SPF STUDS AT STUD PLATE Q �� -d •'•. .• j�CG' �� Q
SIMPSON DTC, (2) 8d 16" O.C. p ���� •0000.•• a� ,`�� >_ of O
NAILS INTO BLOCKING, 2x8 #2 SYP PT. BASE w ''���t(jlllp �` m LL
(4) 8d NAILS TO TOP MASONRY WALL OR
LINTEL SEE PLAN PLATE W/ 1I2" x s" TOP PLATE TRANSITION 2X4 TO 2X8 WALLS
PLATE fiFO TYPICAL TOP PLATE SPLICE BRG. WALL
TRUSS PER PLAN A. ANCHOR BOLT OR u-
TITEN HD @ 32" O.C. &3/4"=1'-0" 0
TRUSS PER PLAN 6" FROM EACH END O W
VAULTED CONDITION CMU > Q
O
a
2x4 SYP #2 BLOCKING,
@ 24" O.C. W/ (2) 12d
w
END NAILS @ EACH =
O
END.
Q
WALL SHEATHING PER MIN. 15/32" EXP 1 OR 7/16 STRUCTURAL1O NAIL SHEATHING AT FRAME WALL BOTTOM PLATE & D
PLAN SIMPSON LTAZ TRUSS TO CMU
W/ (10) 10d NAILS & MIN. 41/8" - 2x DBL TOP PLATE 1 SHEATHING INSTALLED VERTICALLY AT FLOOR SYSTEM (1 -JOIST OR SYSTEM42 / FLAT _ a D= NAIL SPACING
BEYOND 71-@
OR HORIZONTALLY TRUSS) TOP & BOTTOM USING (1) ROW OF 8d NAILS @ - 0 0 0 0 o 0 0 0
2x WALL, SEE PLAN EMBEDMENT OR SIMPSON C7 „ C'4 = I -F — — PER NOTE #2 w z
p /� HGAM10 W/ 4 114" x 1 1/2" SDS _ _ z 3 O.C. SEE WS10 AND WS11 FOR ADDITIONAL INFO. D
CONDITION FRAME WALL SCREWS & (4))1/4" TAPCONS OR I rr -n rr Ir WALL SPLICE, FIELD U z � 2O NAIL AT DOUBLE TOP PLATE USING (2) ROWS OF 8d M I ({ SHEATHING PER PLAN 0 -
STD O
EQUAL MAINTAINING MIN. 2" I I 5 I I I I I I VERIFY IF REQUIRED a= mo w NAILS @ 3 O.C. WALL DOUBLE TOP I D/2 I I p a
EMBEDMENT @ ENDS, o ¢ U_ = 3O NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS PLATE PER PLAN o
(4)10d NAILS @ EA. TRUSS PER PLAN OTHERWISE 24" O.C. U.N.O. ON I ( I ( I I I I a co
w ~O @ 3" O.C. IN HORIZONTAL CONDITIONS z
BLOCKING TO III J I_ _ 11 _ _ - - - _ _ a z = DOUBLE NAIL EDGE SPACING Q U
FRAMING PLANS U p ® NAIL INT. W/ 8d NAILS @ 12 O.C. & NAIL EDGES 6 O.C. v W
PLATE I I { { I I I ( I I WALL SHEATHING O = U.N.O. ON PLANS. STAGGER ALL VERT. PANEL JOINTS
III ((i I I I I i I SPLICE, SEE SPLICE w
TRUSS PER PLAN TRUSS PER PLAN III III I I I I { DETAIL. MAX 1/8" O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO SHEATHING PER PLANLS
3/s" S= NAIL SPACING Q
OPENING SPACE BETWEEN w w HEADER W/ 8d NAILS @ 3 O.C. (2) ROWS @ TOP & I S PER NOTE #1 _
(2)10d NAILS TO III { 11 I 4 I I w �_ BOTTOM
BOTTOM CHORD I I { I I( I I I I PANELS = o— o — o - U_
@EACH END OFI I {
BLOCKING NP 11) I I I 11 O EXTERIOR SHEATHING SINGLE NAIL EDGE SPACING o
III II II II II
>
3 /4"=1'-0"
U
LLO
w
_
AROUND
III OPENING
I 2x STUDS BEYOND,
I I 11 I I
~ w
L
z Q
Q
ZQp_jLL�
2x4 SYP #2 FLAT
.
—
g = 0
III SEE PLAN FOR MORE
CO)
I-5P:M C
�0> Q
��c
PROVIDE PIECE OF
z
o
(2)10d NAILS TO
BLOCKING, @ 24" O.C.
. 'A"
LAY 2x4 SYP #2 BLOCKING
{ { I
I { { { { { { I INFO
O Q w
z i O
SHEATHING BETWEEN
I-- v
BOTTOM CHORD
W/ (2) 12d END NAILS
Qm
OVER THE TOP OF THE BOTTOM
_ _
III
{ I I I I I I(
w - C
EXTERIOR WALL
z
O
@EACH END OF
@ EACH END.
LINTEL PER •..� .
CHORD. ATTACH W/ (2) 10d
I I I I I I
Jrnj�� o
w=
= Q >_ O
SHEATHING & BLOCKING.
�`�
,-
1/4" x 1 1/2" SDS SCREWS & (4)
PLAN
NAILS @ EACH TRUSS 24" O.C.
I I_IL_�_
�LL__11_—il__IL_
w p ►~-
-� _ �o
SHEATHING TO HAVE
(n
WALL SHEATHING PER
BUILDER, NOT MCD
MAX. BLOCKING SHALL EXTEND
— — — —
— — —
— — — — — — — —
— — — — — — — —
� U) cn m
SAME THICKNESS &
W F- Q
PLAN
BAYS PAST A/CFOR
A MIN. OF (1) TRUSS BAY EACH
SO4 HEADER @ POCKET SLIDER
—
" p
STRENGTH ORIENTATION
@ 32" O.C. & MIN. 6" FROM
2x WALL, SEE PLAN
o
SIDE OF BOND BEAM, TYP.
FLOOR SYSTEM
LOCATION. MIN (3) BAY
AS EXTERIOR WALL
2x4 #2 SYP CROSS
(� (�
BEARING CONDITION
(� WALL
@
ENDS. IF HEADER HEIGHT
"
SHEATHING
JOINT, MAX. 1/8"
W
BLOCKING @FRAME
CONDITION001
M
`'MU
CUT TO FIT
1 2x BOTTOM PLATE
BEYOND
STU°PER PLA"
GAP
EXCEEDS 2'-0" ADD AN
.ALT.
z
C7
a a N
OPENING SIZE
SEE PLAN
(3) 12d NAILS TO RAT
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &
•
ADDITIONAL HGAM10 FROM
(6) 10d x 1 1/2" NAILS COMMUNITY SPECS
00, SHEATHING DIAGRAM
2x6 BLOCKING PLACED
(2) ROWS OF 8d NAILS
FO NON-BEARING WALL CLIP DETAIL
F1 EXTERIOR SHEATHING SCHEDULE
FLATWISE W/ (2) 16d
NAILS EACH END
@ 3" O.C. TOP & BOT.
OF SHEATHING SPLICE
>
3 /4"=1'-0"
U
LLO
w
_
V)
0
w
(150 MPH EXP. B)
L
z Q
Q
ZQp_jLL�
POCKET SGD @
2x4 SYP #2 LEDGER. ATTACH TO STUDS OR - -
—
g = 0
W z
w
CO)
I-5P:M C
�0> Q
��c
AIR HANDLER UNIT.
z
o
ATTACHMENT BY
(2) 2x8 SYP #2 P.T. BOTTOM
3:
F-Z¢p�:Mw
o
= W
W
e _
zo
I-- v
o
Q
0
Qm
W
o
J
Z
"W
PRE-ENGINEERED MEMBERS ONLY
z
O
F- C TM Q
G7 Uj
WUtiw
2x4 #2 SYP RAT RUN
Jrnj�� o
PLYWOOD SHEATHING
PER CURRENT EDITION FBC-R SECTION M1305:
ATTICS CONTAINING APPLIANCES SHALL BE
PROVIDED WITH AN OPENING AND CLEAR AND
UNOBSTRUCTED PASSAGEWAY LARGE ENOUGH TO
ALLOW REMOVAL OF THE LARGEST APPLIANCE, BUT
NOT LESS THAN 30" HIGH AND 22" WIDE. A LEVEL
SERVICE SPACE NOT LESS THAN 30" DEEP AND 30"
' WIDE SHALL BE PRESENT ALONG ALL SIDES OF THE
ded
IF DESIGN DOCUMENTS INDICATE THAT AN z
A/C UNIT IS TO BE RECESS INTO THE ROOF p
TRUSS SYSTEM, THE TRUSS SUPPLIER PRE ENGINEERED 2x8 SYP #2 LEDGER. ATTACH TO STUDS W/ (2) W 00
SHALL DESIGN TRUSS TOP CHORDS AND/OR TRUSS AND IF PERPENDICULAR TRUSS 1/4" x 4 1/2" SIMPSON SDS SCREWS @ 16" O.C. O
BOTTOM CHORDS TO SUPPORT A MIN. (2) CONNECTIONS PER INSTALLED ABOVE, FASTEN MAX.; TO GABLE END STUDS W/ (2) g Q
751b POINT LOAD EACH TRUSS AT THE A/C PLAN TYP. 2x8 #2 SYP TOP PLATE TO 1/4" x 3 1/2" SIMPSON SDS SCREWS @ 16" O.C. z O
LOCATION. MEANS OF A/C SUPPORT SHALL TRUSS W/ (2) 12d TOENAILS MAX.; TO MASONRY W/ 2x6 P.T. SYP #2 LEDGER z O J
BE BY OTHERS 2x8 SYP #2 P.T. VERTICAL @ W/ (2) 1/4" x 3 1/4" TAPCONS @ 12" O.C. Q H
APPLIANCE WHERE ACCESS IS REQUIRED. REFER TO O W r- W o
_ 16" O.C. FASTEN EXT. EXT. WALL/TRUSS SHEATHING PER PLAN
SECTION M1305 FOR ADDITIONAL REQUIRED SEE 12 SHEATHING W/ 8d NAILS 6" o > >
INFORMATION NOT COVERED ON DETAIL MIN. 2x6 SYP #2 OR
PLAN STANDARD TRUSS O.C. AT EDGES AND 12 O.C. 12 LU
-
ROOF SHEATHING TOP CHORD VARIES PRE-ENGINEERED J W �l
IN FIELD. FASTEN TOP SIMPSON ROOF TRUSSES @ 24" _ _ �
ATTACH PER NAILING SEE
PLATE TO VERTICAL STUDS LRUZ26Z W/ (9) PLAN W W W
SCHEDULE 2" MIN BY OTHERS TRUSS WEBS NOT - `'- W 4 12d NAILS . 11 O.C. MAX.
3 /4"=1'-0"
Q
SCALE: 3/4"=1'0" GYPSUM WALLBOARD SHEATHING SPLICE DETAIL O
LLO
w
06 U) U
C') w z p cC i .c
w
(150 MPH EXP. B)
W
z Q
Q
ZQp_jLL�
POCKET SGD @
2x4 SYP #2 LEDGER. ATTACH TO STUDS OR - -
-
=
_
W z
w
CO)
I-5P:M C
�0> Q
��c
AIR HANDLER UNIT.
2
ATTACHMENT BY
(2) 2x8 SYP #2 P.T. BOTTOM
3:
F-Z¢p�:Mw
o
= W
STANDARD TRUSS
w
w
I-- v
o=zwz E
Oz►-wYo
A.H.U.
W
UWQWJa
BOTTOM CHORD
PLATE TO CMU WALL W/ 4
O
PRE-ENGINEERED MEMBERS ONLY
1/4" x 3 1/2" SIMPSON SDSD SCREWS @ 16" O.0
F- C TM Q
-STRUCT: DP
2x4 #2 SYP RAT RUN
PLYWOOD SHEATHING
QgL-�
�`�
,-
1/4" x 1 1/2" SDS SCREWS & (4)
ROOF TRUSSES @ 24"
(j (/) _
(/ J
M
T OM
TOP AND BOTTOM MIN
(n
JOB No. PSQ-0205452
BUILDER, NOT MCD
U
FOR LEVEL WORKING
O
O O
O.C. MAX. DESIGNED
O
PER CURRENT EDITION FBC-R SECTION M1305:
ATTICS CONTAINING APPLIANCES SHALL BE
PROVIDED WITH AN OPENING AND CLEAR AND
UNOBSTRUCTED PASSAGEWAY LARGE ENOUGH TO
ALLOW REMOVAL OF THE LARGEST APPLIANCE, BUT
NOT LESS THAN 30" HIGH AND 22" WIDE. A LEVEL
SERVICE SPACE NOT LESS THAN 30" DEEP AND 30"
' WIDE SHALL BE PRESENT ALONG ALL SIDES OF THE
ded
IF DESIGN DOCUMENTS INDICATE THAT AN z
A/C UNIT IS TO BE RECESS INTO THE ROOF p
TRUSS SYSTEM, THE TRUSS SUPPLIER PRE ENGINEERED 2x8 SYP #2 LEDGER. ATTACH TO STUDS W/ (2) W 00
SHALL DESIGN TRUSS TOP CHORDS AND/OR TRUSS AND IF PERPENDICULAR TRUSS 1/4" x 4 1/2" SIMPSON SDS SCREWS @ 16" O.C. O
BOTTOM CHORDS TO SUPPORT A MIN. (2) CONNECTIONS PER INSTALLED ABOVE, FASTEN MAX.; TO GABLE END STUDS W/ (2) g Q
751b POINT LOAD EACH TRUSS AT THE A/C PLAN TYP. 2x8 #2 SYP TOP PLATE TO 1/4" x 3 1/2" SIMPSON SDS SCREWS @ 16" O.C. z O
LOCATION. MEANS OF A/C SUPPORT SHALL TRUSS W/ (2) 12d TOENAILS MAX.; TO MASONRY W/ 2x6 P.T. SYP #2 LEDGER z O J
BE BY OTHERS 2x8 SYP #2 P.T. VERTICAL @ W/ (2) 1/4" x 3 1/4" TAPCONS @ 12" O.C. Q H
APPLIANCE WHERE ACCESS IS REQUIRED. REFER TO O W r- W o
_ 16" O.C. FASTEN EXT. EXT. WALL/TRUSS SHEATHING PER PLAN
SECTION M1305 FOR ADDITIONAL REQUIRED SEE 12 SHEATHING W/ 8d NAILS 6" o > >
INFORMATION NOT COVERED ON DETAIL MIN. 2x6 SYP #2 OR
PLAN STANDARD TRUSS O.C. AT EDGES AND 12 O.C. 12 LU
-
ROOF SHEATHING TOP CHORD VARIES PRE-ENGINEERED J W �l
IN FIELD. FASTEN TOP SIMPSON ROOF TRUSSES @ 24" _ _ �
ATTACH PER NAILING SEE
PLATE TO VERTICAL STUDS LRUZ26Z W/ (9) PLAN W W W
SCHEDULE 2" MIN BY OTHERS TRUSS WEBS NOT - `'- W 4 12d NAILS . 11 O.C. MAX.
EACH SIDE
2
CENTER OF EACH STUD TO
CMU 32" O.C. MAX
SHOWN FOR CLARITY
w
. ( )
10d x 1 1 /2 NAILS
(5) 10d NAILS FOR
z Q
Q
a
Q V
POCKET SGD @
2x4 SYP #2 LEDGER. ATTACH TO STUDS OR - -
(D
STRUCTURAL ENG: CNS
AIR HANDLER UNIT.
2
ATTACHMENT BY
(2) 2x8 SYP #2 P.T. BOTTOM
HGAM10 TOP AND BOTTOM
2x4 SYP #2 OR CONY. FRAMED
= W
STANDARD TRUSS
OTHERS
BUILDER. REFER TO PLATE W/ (3) 12d NAILS @
@ 16" O.C. MAX.; TO GABLE END STUDS W/ (2)
A.H.U.
SIZE AND
o
BOTTOM CHORD
PLATE TO CMU WALL W/ 4
O
PRE-ENGINEERED MEMBERS ONLY
1/4" x 3 1/2" SIMPSON SDSD SCREWS @ 16" O.0
F- C TM Q
-STRUCT: DP
2x4 #2 SYP RAT RUN
PLYWOOD SHEATHING
SPECIFICATIONS BY
�`�
,-
1/4" x 1 1/2" SDS SCREWS & (4)
ROOF TRUSSES @ 24"
(j (/) _
BY BUILDER AS REQ'D
SPECIFICATIONS REQUIRED
T OM
TOP AND BOTTOM MIN
(n
JOB No. PSQ-0205452
BUILDER, NOT MCD
FOR LEVEL WORKING
1/4" x 2 3/4" TAPCONS TO CMU
O.C. MAX. DESIGNED
O
W F- Q
BAYS PAST A/CFOR
z
SO4 HEADER @ POCKET SLIDER
(66�01 TYPICAL SHED ROOF DETAIL NOT USED
SCALE: AS INDICATED
@ 32" O.C. & MIN. 6" FROM
SHINGLE ONLY 4'-0" MAX.
o
O W ~ Z
LOCATION. MIN (3) BAY
o
2x4 #2 SYP CROSS
a
ENDS. IF HEADER HEIGHT
w
CY Q 00
O
W
LAP W/ (2) 16d NAILS
M
BRACING (AT 45') W/
.. '
EXCEEDS 2'-0" ADD AN
SIMPSON LUS24 W/ FASCIA PER
z
C7
a a N
TO EACH TRUSS. TYP
(3) 12d NAILS TO RAT
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &
•
ADDITIONAL HGAM10 FROM
(6) 10d x 1 1/2" NAILS COMMUNITY SPECS
ut
EACH SIDE
RUNS. TYP EACH SIDE
CENTER OF EACH STUD TO
CMU 32" O.C. MAX
w
POCKET SGD @
2x4 SYP #2 LEDGER. ATTACH TO STUDS OR - -
(D
STRUCTURAL ENG: CNS
DRAIN PAN &
CONDENSATE LINE BY
ATTACHMENT BY
(2) 2x8 SYP #2 P.T. BOTTOM
BEAM W/ (2) 1/4" x 4 1/2" SIMPSON SDS SCREWS
w
DRAFTING:
STANDARD TRUSS
OTHERS
BUILDER. REFER TO PLATE W/ (3) 12d NAILS @
@ 16" O.C. MAX.; TO GABLE END STUDS W/ (2)
BOTTOM CHORD
MANUFACTURER'S EACH VERTICAL, EACH PLY.
1/4" x 3 1/2" SIMPSON SDSD SCREWS @ 16" O.0
U
-STRUCT: DP
PLYWOOD SHEATHING
WRITTEN -
STAGGER NAILS AS
MAX.; TO MASONRY W/ 2x4 P.T. SYP #2 LEDGER
QC CHECK: CC
601 A/C IN TRUSSES
BY BUILDER AS REQ'D
SPECIFICATIONS REQUIRED
W/ 1/4" x 3 1/4" TAPCONS @ 12" O.C.
(n
JOB No. PSQ-0205452
FOR LEVEL WORKING
J
3/4"=1'-0°
SURFACE
SO4 HEADER @ POCKET SLIDER
(66�01 TYPICAL SHED ROOF DETAIL NOT USED
SCALE: AS INDICATED
DATE: 07/09/18
z
w
W
SD4.
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &
DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of
these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
ut$L. I UN VLA 1 t
SEE ARCHITECTURAL ABOVE c
PLAN FOR OVERHANG HDR. PER PLAN BAND JOIST & BLKG
INFO OR LVL GIRDER
NOTE: ALL FLOOR PRE-ENGINEERED TRUSS STRAP - SEE PRE-ENGINEERED SHEATHING PER
MIN 2x4 SPF #2 STUDS FLOOR SHEATHING &
s WINDOW AS @ 16" O.C. SEE PLAN MTSC40 POST ABV. TO TRUSSES TO BE P.T. IF ROOF TRUSS - SEE FRAMING PLAN FOR ROOF TRUSS - SEE DETAIL WF10/SD4
CONNECTIONS NAILING PER FLOOR
SCHEDULED FOR MORE INFO. POST BELOW U.N.O. NO MOISTURE FRAMING PLAN FOR FRAMING PLAN FOR FRAMING NOTES 2x STUDS ,-SEE
PROVIDE SOLID BARRIER (FELT PAPER LOCATION & SPACING LOCATION & SPACING FRAMING PLAN FOR
_ EXTERIOR FINISH PER BLOCKING WITHIN FLR. OR SIM) IS PROVIDED STRUCTURAL COL PER 2x4 #2 SYP BLOCKING SPACING AND GRADE c
INT. FINISH PER PLAN STRUCTURAL COL PER �, AND SEE ARCH PLAN `
PLAN SYSTEM TO MATCH TRUSS STRAP -SEE PLAN FOR SIZE AND @ 48 O.C. W/ (2) 12d [
PLAN FOR SIZE AND TO VERIFY SIZE
COL. DIMENSION FRAMING PLAN FOR REQ'D # OF STUDS TOENAILS EACH END
2x BOTTOM PLATE WI CONNECTIONS REQ'D # OF STUDS 2x BOTTOM PLATE W/
MID -SPAN BLOCKING REFER TO PLAN FOR 2x4 #2 SYP ANGLE L
U.N.O. (2),12d AT 12 O.C. DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE (2) 12d NAILS @ 12 O.C. L
BUILT-UP COLUMN AGAINST TRUSS
2x BOTTOM PLATE 2x BOTTOM PLATE (1) ROW 8d NAILS 3 h
3/4" FLOOR SHEATHING INFO. VERTICAL @ 48" O.C. @
INSULATION PER PLANATTACHED PER 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING W/ (3) 12d NAILS EACH O.C. WALL SHEATHING
SEE DETAILS WS10, NAILING SCHEDULE BEARING WALL PER ATTACHED PER ATTACHED PER END TO BOTTOM PLATE/ c
PLAN BEYOND
WS11 OR WS13 FOR NAILING SCHEDULE NAILING SCHEDULE TOP CHORD
FLOOR TRUSSES SEE COLUMNS
ADDITIONAL PRE -ENG FLOOR TRUSS
INFORMATION THIS PLAN FOR DEPTH AND MID -HEIGHT BLOCKING OR FIELD FRAME 2x4
SHEET DIRECTION PER BEARING WALL SYS. 42 FLOOR
C
SIMP. HTT4 TRUSSES @ 24" O.C. KNEE WALL, STUDS @
SCHEDULE 16" O.C. W/ (2) 16d NAILS c
NOTE: ALL FLOOR W/(18) 16d x 22" NAILS (MAX) @ EACH END. TRUSS TO L
TRUSSES TO BE P.T. IF
COLUMN BASE TO POST (U.N.O. ON CMU W/ STRAP PER C
NO MOISTURE CONNECTION PER FRAMING PLAN) & 8"
BARRIER (FELT PAPER PLAN ALL THREAD WIT' MIN. � Q � . A STANDARD CONNECTOR _
OR SIM) IS PROVIDED NOTES <
_ EMBEDMENT INTO TIE � (1) SIMPSON LSTA30
BEARING REFER TO BEAM USING SIMP. SET STRAP CENTERED MASONRY WALL PER (1) ROW 8d NAILS @ 3"
SEE PLAN EPDXY FLOOR TRUSS PER BETWEEN COLUMN FLOOR TRUSS SEE
FOUNDATION PLAN PLAN O.C. WALL SHEATHING <
FOR FTG. PLAN FRAMING PLAN FOR
-. 0
` GIRDER/BEAM r BOTTOM PLATE
. NOTE: ALL FLOOR
BOND BEAM = PROVIDE SOLID _ AND GIRD EAM CONNECTION INFO.
-..: • I I—III=I INFORMATION BELOW W/ (22) 10d TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN c
FLOOR SYSTEM DRAFT I I=I ''`.; BLOCKING BELOW SEE DETAIL WS1ITHIS
�� NAILS FLOOR GIRDER OR NO MOISTURE SHEATHING &CMU
STOPPING AT 1000 SQ I== _ = I=I COL. EVEN WITHIN SHEET FOR MORE INFO BEAM; SEE PLAN BARRIER (FELT PAPER 2x4 PT SILL PLT. IF C
MASONRY WALL SEE
• FT MAX: DRAFT — I=III— FLOOR TRUSS OR SIM) IS PROVIDED KNEEWALL
LINTEL AS PER PLAN STOPPING MATERIALS PLAN FOR MORE INFO
<
•-` MIN THICKNESS SHALL - �
WD. HD. HT. ��• BE 112" GYP BOARD OR S03 TYPICAL TWO STORY COL. @GIRDER SO TYPICAL GIRDER COL. CONNECTION SO TYPICAL GIRDER COL. @ HIGH BEAM S1 TWO STORY PARALLEL FLOOR CONNECTION
L
SEE PLAN 15/32" OR 7/16" OSB. 314"=1'-0,. 3/4"=1'-0.9 3/4"=1'-0" 3/4"=1'-0" I
ATTACH TO FLOOR
TRUSS W/ 8d NAILS AT
16" O.C. TOP AND
PRECAST SILL OR SILL BOTTOM CHORDS
PER WINDOW
MANUFACTURER
WRITTEN
2x 2ND FLOOR STUDS t
L
SEE PLAN FOR MORE (2) SIMPSON LSTA18
STRAPS CENTERED @ c
A A FLOOR W/ (14) 10d
SEE FLOOR FRAMING NAILS c
SPECIFICATIONS
rn
i
♦^
v,
U°
00
PLAN FOR FLOOR
••� ••• W
�: /C/ 0) 61 : �W :.J
O
Z
o
lL
c4D co O OS J
:w oc;Z—Q
v
N
o
C
W
r
O
6_. • �. W
�
°�°' C
z am
j
�i �•• t�••� `� Q Z
'/�� Vii •�••N•O••�''jlw`��� Q
''''V���l►*
SYSTEM INFO.
�
n �V`� m
LL
-w r-
WUtiw
1
0 E E
JM:) r-
EXT FINISH PER PLAN
SOLID SHEATHING @ _
_
SOLID SHEATHING @
CO)
m
JO~o>-o 8
0
- FJ-
U5 ca
Q v�
ZQ p3w o
o=zwZ E
0zh-120
WUQW
(3) 2x STUDS
c
F_ O
:. .:
HEADER
_
HEADER
_
ATTACH 2x STUDS W/
"
(2) SIMPSON LSTA18
S O.
(2) 16d NAIL @ 6
VERT REINF. BEYOND.
,
�
SIMPSON SP4 W/ (6)
av
SIMPSON SP4 W/ (6)
STRAPS CENTERED @
-
c
SIMPSON LSTA24 tiFFT
10d x1-1/2�� @ 24�� O.C.
(USE SP6 @ 2x6 STUDS
<<s
SIMPSON LSTA24 tiFFj
10d x1-1/2�� @ 24�� O.C.
(USE SP6 @ 2x6 STUDSCALIFORNIA
FLOOR W/ (14) 10d
CORNER A -A
F
c
MASONRY WALL PER
a
STRAP W/ (22) 10d
& SP8 @ 2x8 STUDS)
STRAP W/ (22) 10d
&SP8 @ 2x8 STUDS)
NAILS
(2) SIMPSON LSTA18
PLAN
:•
NAILS. BEND STRAP
NAILS. BEND STRAP
(2) SIMPSON META16
STRAPS CENTERED @
i
i.r • CONC. SLAB -
OVER TOP PLATE MAX.
(2) 2x SPF TOP PLATE
OVER TOP PLATE MAX.
(2) 2x SPF TOP PLATE
FLOOR TRUSS TO
FLOOR W/ (14) 10d
L
SEE FOUNDATION
3", THEN RUN DOWN
U.N.O. ON PLAN
3", THEN RUN DOWN
U.N.O. ON PLAN
MASONRY WALL
&
NAILS
-
FIN. FLR.
PLAN FOR MORE INFO
FACE OF JAMB STUDS/
HEADER
:
HEADER- SEE 2ND
FACE OF JAMB STUDS/
HEADER
HEADER -SEE 2ND
(3) 2x STUD PACK
E
_710'-0"
•
..-
'
FLOOR PLAN FOR MIN.
FLOOR PLAN FOR MIN.
EXT. SHEATHING
FLUSH W/ FACE OF
ATTACH PER NAILING
SCHEDULE
<
• •� "%-
EXTERIOR SHEATHING
HEADER SIZE & REQ'D
HEADER SIZE & REQ'D
MASONRY ATTACHED
-
GRADE
��
FROM TOP OF WALL
JAMB STUDS
JAMB STUDS
PER NAILING
ATTACH 2x STUDS W/
L
-.
TO BOT. (RIBBON/
EXTERIOR SHEATHING
SCHEDULE; PROVIDE
(2) 16d NAILS @ 6" O.C.
(4) 2x STUDS
SEE FOUNDATION
BEAM) ATTACHED PER
IF HEADER IS UPSET
FROM TOP OF WALL
TO BOTTOM OF FLOOR
1/8" GAP BETWEEN
STANDARD CORNER A -A
F
_
DETAILS FOR FTG INFO
NAILING SCHEDULE.
SHEATHING AND
<
(2) 2x SILL AT WINDOW
AND WINDOW IS
LOWER: (1) 2x SILL
SYSTEM (RIBBON /
BEAM) ATTACHED PER
IF HEADER IS UPSET
MASONRY
NOTE: IF WOOD WALL OR BEAM BELOW USE
L
S
W/ 2x CRIPPLE STUDS
PLATE W/ (2) 10d
NAILING SCHEDULE.
AND WINDOW IS
MASONRY WALL PER
SIMPSON MSTC40 W/ (36)
SYSTEM IS 18" TO 36" DEEP
16d SINKERS. IF FLOOR
USE MSTC66 W/ 60 16d
;
-
AT EA. END NAILED TO
STUD PACK W/ 10d
TOENAILS. EXT.
LOWER: (1) 2x SILL
PLAN
SINKERS AND (14) Y"X2 %"
TITENS TO MASONRY
HEADER OPENINGS
PLATE W/ (2) 10d
SO TYPICAL TWO STORY SECTION - SYSTEM 42
NAILS @ 8° O.C. THEN
LESS THAN 4FT:(1) 2x
TOENAILS. EXT.
`
sruDs @ 16" O.C.
SILL PLATE W1(2)10d
HEADER OPENINGS
S09 2nd FLOOR CORNER
FRAMING ATTACHMENT
3/4"=1'-0"
ATTACH SILL W/ (2) 10d
TOENAILS. OPENING
LESS THAN 4FT:(1) 2x
=
TOENAILS AT EA. END
LARGER THAN 4FT: (2)
SILL PLATE W/ (2) 10d
3/4"=1'-0"
C
L
OF SILL (MAX OPEN'G
2x SILL PLATE W/ A35
(2) 2x SILL WINDOW
TOENAILS. OPENING
c
WIDTH 4'-0"). USE A35
CLIPS EACH SIDE W/ 2x
W/ 2x CRIPPLE STUDS
PL
LARGER THAN 4FT: (2)
FLOOR SHEATHING &
SHEATHING PER
3/4" FLOOR SHEATHING
SHEATHING PER PLAN c
SHEATHING PER PLAN
CLIP AT EA. END FOR
CRIPPLES 16" O.C.
@
AT EA. END NAILED TO
2x SILL PLATE W/ A35
NAILING PER FLOOR
DETAIL WF10/SD4
ATTACHED PER
ATTACH PER NAILING-
.
8
ATTACH PER NAILING
OPENINGS GREATER
THAN 4' BUT LESS
W/ (2) 10d TOENAILS
STUD PACK W/ 10d
CLIPS EACH SIDE W/ 2x
FRAMING NOTES
2x STUDS, SEE
NAILING SCHEDULE
SCHEDULE S
c
SCHEDULE,
THAN 6'
T&B (PLYWOOD.�
NAILS @ 8 O.C. THEN
CRIPPLES @ 16" O.C.
FRAMING PLAN FOR
UNDER WINDOWS AND
2x STUDS , SEE
CONTINUOUS FROM
SHEATHING REQ'D
STUDS @ 16" O.C.
W/ (2) 10d TOENAILS
SPACING AND GRADE
GIRDERS: BLOCK
FRAMING PLAN FOR
TOP OF TOP PLATE TO
SIMP. HTT4
T&B)
ATTACH SILL W/ (2) 10d
T&B (PLYWOOD
AND SEE ARCH PLAN
SOLID BETWEEN
SPACING AND GRADE -
GIRDER TRUSS PER
BOTTOM PLATE.
W/ (18) 10d x 22" NAILS
SEPARATE SHEATHING
TOENAILS AT EA. END
SHEATHING REQ'D
SYS. 42 FLOOR
TO VERIFY SIZE
RIBBONS W/ SIMPSON
AND SEE ARCH PLAN
PLAN
TO POST (U.N.O. ON
UNDER WINDOW
OF SILL (MAX OPEN'G
T&B)
TRUSSES @ 24" O.C.
2x BOTTOM PLATE W/ -
A35 EA. END
TO VERIFY SIZE
BEARING WALL PER
FRAMING PLAN) & �"
$
WIDTH 4'-0" USE A35
)'
(MAX)
2 12d NAILS 12" O.C.
() °e
2x BLOCKING FOR -
2x BOTTOM PLATE W/ L'
PLAN
ALL THREAD W/ 7" MIN.
CLIP AT EA. END FOR
SHEATHING/ DRYWALL
(2) 12d NAILS @ 12" O.C. F
DOUBLE BOTTOM
EMBEDMENT INTO TIE
OPENINGS GREATER
(1) ROW 8d NAILS @ 3"
- ATTACHMENT W/ (2)
(1) ROW 8d NAILS @ 3" s
PLATE
BEAM USING SIMP. SET
THAN 4' BUT LESS
O.C. WALL SHEATHING
12d TOENAILS
O.C. WALL SHEATHING <
EPDXY
THAN 6'
P�T�
END
TO BOTTOM PLATE
(2) H5 EA. FLOOR
TOP RIBBON
2x SYP #2 RIBBON (MIN
TRUSS TO DOUBLE
BOTTOM PLATE, SLIT
\
2x TOP & BOT.
2x SYP #2 RIBBON (MIN
<
2x4) TO TRUSS W/ (4) -
FLOOR DECKING TO
RIBBONS, CONT.
2x4) TO TRUSS W/ (4)
16d NAILS; BOTTOM F
SEE TRUSS LAYOUT
ACCOMMODATE
NOTE: ALL FLOOR
16d NAILS BOTTOM
RIBBON TO BE PT IF
RIBBON TO BE PT IF [
FOR HANGER
STRAP
TRUSSES TO BE P.T. IF
(1) SIMPSON LSTA30
BRG DIRECTLY ON CMU
BRG DIRECTLY ON
STRAP CENTERED
CMU
NO MOISTURE BARRIER
(FELT PAPER OR SIM) IS
BETWEEN COLUMN
SEE FRAMING PLAN
(2) ROWS 8d NAILS @
I
o
(2) ROWS 8d NAILS @ L
2x RIBBON OR
PROVIDED
AND GIRDERIBEAM
FOR FLOOR
�'
3" O.C. WALL
SEE PLAN FOR
3" O.C. TYP. WALL o
BLOCKING W/ (4) 16d
SEE FRAMING PLAN
BELOW W/ (22)10d
CONNECTION
MASONRY WALL PER
.
SHEATHING TO
SIMPSON META16 AT CANTILEVER
SHEATHING TO EA. -
L
•
OR 3 16d TOENAILS
O
IF FLOOR SYS. NOT PRESENT PER FLOOR
FOR FLOOR
NAILS
PLAN
l.'
BOTTOM RIBBON
MASONRY OR MTS12
RIBBON o
_
FRAMING PLAN, 2nd FLR STUDS TO BEAR ON
CMU WALL BELOW PER DETAIL INCDICATED ON
CONNECTION
NOTE: ALL FLOOR
1/8" GAP BETWEEN
AT WOOD FRAME
WALL
NOTE: ALL FLOOR
C
FLOOR FRAMING. INDICATED BASE STRAP
PROVIDE BLOCKING
FLOOR GRIDER OR
TRUSSES TO BE P.T. IF
SHEATHING &CMU
TRUSSES TO BE P.T. IF
_
REQ'D ON EITHER SIDE OF WALL. IF WF02/SD6
BELOW JAMBS
BEAM
NO MOISTURE
TRUSS TO CMU W/
MASONRY OR FRAME
NO MOISTURE
TRUSS PER PLAN
IS INDICATED, BASE STRAPS ARE REQ'D ON
MASONRY WALL SEE
BARRIER (FELT PAPER
STRAP PER STANDARD
WALL PER PLAN
BARRIER (FELT PAPER
_
BOTH SIDES OF THE WALL
PLAN FOR MORE INFO
OR SIM) IS PROVIDED
CONNECTION NOTES
OR SIM) IS PROVIDED
F
fis, FLOOR TRUSS TO GIRDER CONNECTION
SO HEADER CONNECTION @ 2nd FLOOR
fi7SO HEADER CONNECTION @
2nd FLOOR HIGH BM
S1 TWO STORY PERP.
FLOOR CONNECTION
S1 CANTILEVERED FLOOR TRUSS
L
CONNECTION
3/4"=1'-0"
3/4"=1'-0"
3/4"=1'-0"
3/4"=1'-0" o
3/4"=1'-0"
h
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited.
i�
w
rn
i
♦^
v,
U°
00
o � �
••� ••• W
�: /C/ 0) 61 : �W :.J
O
Z
o
lL
c4D co O OS J
:w oc;Z—Q
v
N
o
L ;c� d of
W
r
O
6_. • �. W
�
°�°' C
z am
j
�i �•• t�••� `� Q Z
'/�� Vii •�••N•O••�''jlw`��� Q
''''V���l►*
�
n �V`� m
LL
-w r-
WUtiw
1
0 E E
JM:) r-
IM■■■■■E■■■-
00
) r,
= a
Z p
OJ
W aLLJ
°
W
O J w
2 W W
LU
U a
> W
f-- CI
LUU 0�0
0 1�- Z
IXao
i n.N _
STRUCTURALENG: CNS
DRAFTING:
i
-STRUCT: DP
QC CHECK:- CC
JOB No. PSQ-0205452
i
SCALE: AS INDICATED
1 DATE: 07/09/18
i
♦^
v,
U°
o � �
o
• z 9
0
W
�
°�°' C
z am
'
-w r-
WUtiw
0 E E
JM:) r-
Z~Z>J003
QOJLLco
_
O
CO)
m
JO~o>-o 8
0
- FJ-
U5 ca
Q v�
ZQ p3w o
o=zwZ E
0zh-120
WUQW
of Q�<a
LL
_
F_ O
>
co
o
0O
c
00
) r,
= a
Z p
OJ
W aLLJ
°
W
O J w
2 W W
LU
U a
> W
f-- CI
LUU 0�0
0 1�- Z
IXao
i n.N _
STRUCTURALENG: CNS
DRAFTING:
i
-STRUCT: DP
QC CHECK:- CC
JOB No. PSQ-0205452
i
SCALE: AS INDICATED
1 DATE: 07/09/18
3ER BY OTHERS
EXTERIOR SHEATHI"'^
FROM TOP OF WALL
TO BOTTOM OF SILI
PLATE ATTACH PER
- — — — — — — — — — — — — — — — — — — — — — — — —
—, NAILING SCHEDULE
ROOF SHEATHING
OIMPSON H2.5A EA. ATTACH PER NAILIf's
(rRUSS i SCHEDULE
2x8 #2 SPF MIN STUDS
@ 16" O.C. PER PLAN
SEE 2NC
- — — — — — — — — — — — — — — — — — — — — — — — — — — - WALL SE
i ADDITIO
INFORM
2x4 CONT. W/ (2) 12d
- I SIMPSON H2 5 I
/— 2X4 #2 SYP NAILER
TO STUDS W/ 3-16d
@ EA. STUD.
ATTACH TRUSS TO
NAILER W/ (3) 10d
TOE NAILS.
ROOF AND EXTERIOR
NAILS TO EACH STUD SHEATHING
PRE-ENGINEERED ( TRUSS TO LEDGER I _::_::: ATTACHED PER Q
TRUSS PER PLAN. I
-'---- NAILING SCHEDULE z
2x8 #Z SYP SILL PLATE — 2X8 #2 SYP CONT. p
(2) 2x SYP #2 MIN. 2x6 #2 SYP CONT. I I I W/ Y2' EPDXY ANCHOR IMIN. 2x6 #2 SYP
BUILT-UP STUD LEDGER W/ (2) %4'x3-1/2" LEDGER W/ (4) 16d
— — — - I W/RMIN. 7' EMBEDMENT ICON'T. LEDGER w/ (2) -� I NAILS. ATTACH NAILS
COLUMNS TRUSS PER PLAN. I SDS WOOD SCREWS @ I— — — — — — — — I/4 x3 SDS WOOD _:: I I INTO END OF EA. '
16 O.C. MAX. & 3 -,
FROM EA. END - USE I & 6" FROM EACH END ISCREWS @ 16" O.C. a : I ..... FLOOR TRUSS, 24"
(3) SCREWS FOR 24 ( SIMPSON LUS26. USE IMAX - EQUALLY I O.C. MAX. (INSTALL (4) N
LEDGER PER PLAN SPACED & 3" FROM — -I
ECESS LEDGER INTO O.C. LUS26-2 FOR 2PLY I I NAILS AT EA. SIDE OF z
TRUSS. VERIFY W/ TRUSS
END OF LEDGER LEDGER RECESSED G.T.) 0
1 I IUSE (3) SREWS IF 24" INTO TRUSS. VERIFY I
TRUSS SHOP I IO.C. IS REQUIRED w/ SHOP DRAWINGS I SIMPSON LUS26 OR
6AWINGS
L — J 2x8 SYP #2 LEDGER W/ I I IF 2 -PLY TRUSS
2 2x SYP COLUMNS ON EITHER SIDE OF GIRDER PROVIDE SUFFICIENT MIN. (4) 16d NAILS TO SIMPSON LUS26-2 rn
O MASONRY WALL PER L ---------------------------I TRUSS TO LEDGER w %%111111111/ ui C0
ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN EACH STUD (AT EACH PLAN ��� //I�i a
w/ (4) 1/4" x 3 1/2" (8 TOTAL) SIMPSON SDS SCREWS SIDE OF G.T. USE (4) 8" CMU WALL, TYP. O �i * bIJ% �i� - 00
OPT. TRUSS RECESS LEDGER 16d NAILS) ` .�.••• '•••%''-, o
�� �Ci ....... i
OPT. TRUSS RECESS LEDGER SEE FLOOR Z ;`;.�, �, e•;2� : = Z
FRAMING PLAN FOR o �Q�
-'Co ' p 0% J - Q U
MORE INFO. VERIFY M - : Q =� -�
PLAN FOR LOCATION m ww ;-c� ¢ �• Z = Q
D01 LEDGER @ GIRDERXDO�3 LEDGER @ OPEN TO BELOW D04 SECTION @ LOW ROOF AND DIRECTION o ;�` .6;' 14: = z
3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" p '�i�� •• •......• •• !� `��` O
a
2x8's MIN. SPF #2 @ 16 2x4 LEDGER W/(2) EXTERIOR WALL SHEATHING & 2x4 BLOCKING W/ (2)
O.C. MAX W/ MID POINT 10d NAILS @ 16"O.C. NAILING PER PLAN. SHEATHING CONT. 16d NAILS @ EACH
BLOCKING U.N.O. EXT. FINISH PER TO 2nd STORY WALL BOTTOM PLATE
(U.N.O.) END. BLOCK �
ARCHS 2x EXT. FRAME WALL ATTACH PER NAILING SCHEDUL ADJACENT BAYS @
MSTAM24 EA. SIDE OF PER PLAN EACH DIAGONAL 0 LL1
EA. STUD TO WALL SIMPSON H10A @ RACE AS RROO OWN.
BELOW W/ (9) 10d p Q
SHEATHING PER PLAN EACH DIAGONAL a C1
-NAILS AND (5) 1/4"x2 ATTACH PER NAILING SHEATHING TO 2x
3/4" TAPCONS PER BRACE BLOCKING W/ 8d NAILS
STRAP; CENTER Y SCHEDULE 1/2" THREADED ROD @ 6., O.C. w
x
STRAP BETWEEN 2x8 #2 SYP P.T. SILL CONTINUOUS TO 0
MASONRY WALL AND PLATE W/ 1/2" EPDXY FOUNDATION. REFER (5) 16d NAILS �
FRAME WALL ANCHOR BOLT OR TO BEARING WALL DIAGONAL BRACE TO ¢
CONTRACTOR MAY USE J -BOLT W/ MIN. 7" NOTES FOR BASE BLOCKING
SIMPSON HTT4 AT 2 3/4" EMBED. @ 32" O.C. & 3" CONNECTION
PROVIDE 2x4 SYP #2 w Z
WINDOW JAMB STUDS FROM EA.END CONT. BRACE W/ (2)
2x BOTTOM PLATE, O
INSTEAD OF INDICATED 16d NAILS EACH
EXTERIOR FLAT STRAP. CONNECT TO DOUBLE DIAGONAL BRACE.
INTERIOR FLAT STRAP MAX 1/8" GAP TOP PLATE W/ 16d
NAILS @ 6" O.C. 2ND STORY
IS STILL REQUIRED AT BETWEEN SHEATHING o
JAMB STUD CONDITION AND CMU FIN. FLOOR TRUSSES PER PLAN z V
SEE ARCHS FOR
FURRING AND (2) 2x TOP PLATE W
2x4 SYP #2 DIAGONAL
INTERIOR FINISH CONT. #5 IN TIE BEAM 2x BEARING WALL PER BRACE @ 48" O.C. MAX. d
¢
MASONRY WALL PER PLAN, FRAME 2x SYP #2 LEDGER TO 45° FROM U
PLAN EXT. FINISH PER CONTINUOUS TO UPPER FLOOR WALL W/ FROM
BRACE (2) 2x SPF TOP w
NOT REQUIRED PLATES U N O O
ARCHS BOTTOM PLATE OF 1/4" X 3-1/2" SIMPSON 6' FROM EAVES.
2ND STORY WALL SDS SCREW @ 16" O.C. O
(2) 2x HEADER
TO WALL SPLICE DETAILS fiF1 BRACING @ 2 STORY FRAME WALL SEE FLOOR PLAN sP4 TOP & o °
FOR MORE INFO BOTTOM OF EA.
STUD U.N.O.
EXT. SHEATHING 8
PRE ENGINEERED 2x BASE PLATE W/ (2) 2x BRG WALL W/ SIMPSON SP2 @\_LSTA30Q °
HEADER
" 2x8 MIN. SPF #2 @ 16" ATTACH PER NAILING SIMPSON CS18 x
TRUSSES @ 24 O.C. 12d NAILS @ 12 O.C. TOP &SP1 @BASE. LSTA18 OR TO BUILT UP STUD 2x STUDS SEE PLAN V
O.C. -SEE FRAMING SCHEDULE STUDS ABOVE TO � U
12 MAX. PER PLAN USE SIMPSON MTS12 MTS12 MAY BE USED @ BASE.(WHEN � z
PLAN FOR MORE INFO. OR LSTA18 TO WALL IS CONT. BRG ON TRUSS STUDS ABOVE ARE HEADER BELOW W °
PER FLAN SEE ARCHS FOR ROOF - TO ALIGN W/ STUDS U) 0 z
WATERPROOFING AND 2x4 BLOCKING BLOCKING BELOW. STRAP STUDS W/ LSTA18 @ 16" O.C. 0 Q m
-BELOW
NOT REQ'D IF STUD IS TO TRUSS BELOW) 1/2" THREADED ROD WITHIN 6" OF 1/2" THREADED ROD ¢ Z
FINISH BETWEEN STUDS W/ 9
(2) 12d TOE NAILS CONNECTED W/ MTS12 3/4" FLOOR SHEATHING ATTACHED BUILT UP COLUMN ABOVE W/ NUT @ 32" O.C. MAX W/ w U � r-
EACH END OR LSTA18 PER NAILING_ SCHEDULE & 2" WASHER TOP & BOTTOM. NUT & 2" WASHER Z W U T_
TRUSS ANCHOR (SEE 2x BLOCKING W/ (2) 12d TOP & BOTTOM O U W
SEE LD02/SD2 FOR - 0 a, - E
PLAN) TOENAILS EACH END FLOOR TRUSS PER F- O � CO O
MORE INFO. ¢ �S p ti o�
ROOF SHEATHING (2) 2x4 #2 SYP PLAN B
2x SPF BASE O C7 w z p M
BLOCKING W/ SIMPSON ° z )
ATTACHED PER HUC24-2 EACH END, •PLATEJ6 n16 w Z ¢ O � m
NAILING SCHEDULE 2x8 #2 SYP P.T. SILL USE (4) 10d & (2) 10d ♦♦ ^^
W VJ JV~o>-~ o
PLATE W/ 1/2" J -BOLT NAILS. UNDER = 1J-- Z) U) n� O U
W/ MIN. 7" EMBED. @ 6 SEE PLAN �- O (A Q_ O ¢ `�
(2) 2x TOP PLATE O.H. FROM EACH END & @ WINDOW JAMBS USE �-- Z ¢ O z o
PER ELEV. 32" O.C. MAX W/ (2) 2x6 W/ HUC26-2. 4.. PROVIDE SOLID BLOCKING PRE-ENGINEERED w O z w Y O
(2) 2x HEADER SEE 2x #2 SPF STUDS 16" WITHIN FLOOR SYSTEM KNEEWALL OR ¢ W � w
WASHER. ALTERNATE Q ¢ -� a
@ LOW ROOF TRUSS SEE UNDER BUILT UP COLUMNS FLOOR SYSTEM Q W () ¢ � w ¢ _
PLAN FOR MORE INFO O.C. w/ EXT. SHEATHING CONNECTION: USE 1/2 IF SHEATHING IS NOT TRUSS PLAN FOR BEAM _ �. � O
ALL THREAD ROD W/ 7" CONTINUOUS TO BASE CONNECTIONS( IF O Z Cn
& CONNECTIONS - FROM TOP OF WALL TO Uw o
BOTTOM OF TRUSS/ MIN. EMBED USING PLATE, SP8 TOP AND TRUSS IS CONT. BRG v O
SIMPSON SET -XP A BOTTOM ARE REQ'D ON MASONRY USE ¢
GIRDER SEE PLAN FORMASONRY (SHOWN)
EPDXY @ 6" FROM META16 @ 24 O.C. OR .�
WINDOW ATTACHMENT OR WOOD WALL PER
INFOIF WALL PLAN '
EACH END & @ 32" O.C. C.M.U. WALL PER PLAN ON WOOD USE HGA (2) 2x SPF TOP ° ai
. CO
WINDOW SEE PLAN MAX W/ WASHER CLIPS @ 24" O.C.) ° T_
FOR LOCATION SHEATHING ISN'T CONT.
LSTA18 STRAPS ARE PLATES U.N.O. a Q
2x BLOCKING w/ (2) 12a REQ'D FROM STUDS To F1 SECTION @ OPEN TO ABOVE 4si SECTION @ COMBO TRUSS0
_ (2) 2x HEADER O Z O
TOENAILS EACH SIDE GIRDER BELOW 1"=1'-0" 1/2"=1'-0" SEE FLOOR PLAN z 0 --�
IF WALL SHEATHING IS SEE LD02/SD2 FOR B FOR MORE INFO < Cl) 1 W Q — W o
2x STUDS SEE PLAN >
ROOF LINE TRUSSES ARE STUDS ABOVE ARE
STOPPED BELOW MORE INFO IF EXT. SHEATHING FROM p >
2x BASE PLATE W/ 12d PARALLEL TO WALL 2x BRG WALL W/ ALIGN 2ND FLOOR TOP OF WALL TO DBL TO ALIGN W/ STUDS O W W ��
ROOF SHEATHING SIMPSON SP2 @ TOP & 2x BLOCKING W/ (2) 12d STUDS w/ 1ST FLOOR BOTTOM PLATE. IF J
@ 24" O.C. TO FLOOR BELOW w = W
SYSTEM BELOW ATTACHED PER SP1 @ BASE. LSTA18 TOENAILS EACH END STUDS SHEATHING IS NOT W
NAILING SCHEDULE OR MTS12 MAY BE CONT. ADD BLOCKING STA3� Q
USED @ BASE 2x BASE PLATE W/ (2) (2) 2x SPF#2 BASE @ SHEATHING SPLICE 11 11 HEADER TO z (� G.
PLYWOOD FLOORING 12d NAILS @ 12" O.C. PLATE. ATTACH 1ST PLY W/ (3) 10d TOENAILS 2x P.T. BASE PLATE SEEBUILT p ¢ Q
SEE FLOOR FRAMING I EXTERIOR SHEATHING W/ (2) 16d NAILS @ EACH EA. END. SIMPS. SP4 STUD OF i m
BEARING SCHEDULE FOR co LLJ
PLAN FOR MORE INFO I ATTACH PER NAILING 3/4 FLOOR SHEATHING TRUSS THEN ATTACH @ TOP REQ'D A.B. INFO F. F- Cl — Q
SCHEDULE ATTACHED PER 2ND PLY W/ (2) 10d NAILS ROOF SHEATHING tj W U)NAILING SCHEDULE F� 0
I „ O
LAN (2) 2x4 #2 SYP @ 12 O.C. ATTACH PER NAILING SEE FOUND. PLAN FOR FTG. REQ. F- --) ti Z
USS DIRE BLOCKING W/ SIMPSON SIMPSON CS18 PER
SCHEDULE A o O pp
L — — HUC24-2 EACH END WF16/SD6 2x4 SYP#2 BLOCKING 1/2" J -BOLTS @ 6" FROM EA. END OF SEE CHART FOR REQUIRED JACKS / z Q O
&MORE INFO — — — — � A B STRAPS' & C7 � p, N _
USE (4) 10d & (2) 10d W/ (2) 10d TOENAILS WALL & WALL OPENINGS @ 32"o.c. O KINGS # OF STUDS TO MATCH BOTTOM OF EA. STUD 0
SEE PLAN MAX. W/ 7 MIN. EMBEDMENT & BETWEEN FLOORS w
�
NAILS. UNDER LOW ROOF TRUSS W/ PER BEARING WALL p
WINDOW JAMBS USE (2) 2x TOP PLATE WASHER SEE BEARING WALL SCHEDULE _� STRUCTURAL ENG: CNS
+: 16" TALL RAISED HEEL SCHEDULE FOR MORE INFORMATION.
(2) 2x6 W/ HUC26-2. DRAFTING:
BOTTOM CHORD AT OPENINGS LARGER THAN w
FLOOR GIRDER SEE SEE PLAN FOR ALTERNATE CONNECTION. 1/2 ALL
PLAN FOR LOW ROOF TRUSS SEE FLOOR TRUSS PER BEARING WALL EXTENSION THREAD ROD 6" FROM EA. END OF C 4'-2" ATTACH TOP PLATE TO
CONNECTION TRUSS PLAN FOR PLAN REQUIREMENTS. ATTACH EACH TRUSS WALL, WALL OPENINGS & AT 32" O.C. HEADER WITH LSTA12 BENT
SEE TRUSS LAYOUT CONNECTIONS STUDS TO ALIGN W/ TO BEARING WALL MAX (7" MIN.EMBED USING SIMPSON OVER W/ (5) 10d NAILS INTO TOP
FOR TRUSS LOCATION MASONRY (SHOWN) STUDS ABOVE USING SIMPSON H10A SET -XP EPDXY) W/ WASHER PLATE AND (5) 10d NAILS INTO
& CONNECTION INFO OR WOOD WALL PER U.N.O. ON FRAMING HEADER
PLAN PLANS
F1 TYPICAL CONNECTION @ GIRDER OR BEAM 014 SECTION @ RAISED HEEL TRUSS F2 SECTION @ 2 STORY BRG F1 2 STORY INTERIOR BEARIN
co
N
O
Will
G WALL
3/4"=1'-0.. 1/2"=1. -Oil 3/4"=1'-0" 1 "=1'-0..
SD6w
f -
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
U-STRUCT:
DP
W
QC CHECK:
CC
�
JOB No.
PSQ-0205452
Q
SCALE:
AS INDICATED
H
z
w
DATE:
07/09/18
0
G WALL
3/4"=1'-0.. 1/2"=1. -Oil 3/4"=1'-0" 1 "=1'-0..
SD6w
f -
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
A -A PLAN VIEW @ 180 DEGREE TURN LANDING
SEE SCHEDULE FOR MAX WIDTH OF LANDING
3/4" O.S.B. W/ 8d NAILS
@ 3" O.C. TOP AND A35 @ EA. STRINGER
BEAM/JOISTS REQUIREMENT AT LANDING
BUILT UP COLUMNS
BEAM
(#2 SYP)
STANDARD (3) 2X12
MAX WIDTH
OF LANDING
12'-0" OR LESS
- MIN. (3) 2x SYP #2
2x8
STRINGERS W/
BELOW OR
STUDS REQ'D @ END
0)
SIMPSON A34 CLIP TO
WALL) CONT. LEDGER w/ (3)
OF LANDING W/ MIN. (6)
DATE: 0/09/18
FLOOR SYSTEM
{
16d NAILS FROM
SEE TABLE FOR MAX.
FOR VERTICAL
16d NAILS @ 16" O.C. MAX.
(2)2x12 SYP#2 HEADER
N
10d NAILS @ 4" O.C.
2x6
p
JLl
TO BUILT-UP STUD
WIDTH OF LANDING
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES,
TO EACH STUD. ((2) 1/4" x 3
¢ : z � 11 ..J
COLUMN
AII
(NOTCHED @
VERTICAL LOCATIONS).
DETAIL
1/4" TAPCONS @ 16" O.C.
LINE UP 2xJOIST IN 6" MIN.
�"
U
�� •.>. Z
CO Y,t
06 p U) 8
A -A PLAN VIEW @ 90 DEGREE TURN LANDING
LINE WITH MIDDLE
STAIR WINDER DETAIL
STANDARD (3)2x12
NAILS @ 4" O.C.
2x12 STRINGER TO BE
MIN. (3) 2x SYP #2 STUDS SEE SCHEDULE FOR MAX WIDTH OF LANDING
SYP#2 STRINGERS W/
UTILIZED AS BLOCKING
SIMPSON A35 / A34
REQ'D @ END OF LANDING
U_
O
CLIP TO FLOOR
MIN. 2x8 SYP#2 JOISTS
W/ MIN. (6) 16d NAILS
SYSTEM & LANDING
z @ LANDING @ 16"O.C.
FRAMING
o W/ SIMPSON A35 OR
FROM (2)2x12 SYP#2
OF LANDING
az LUS26 HANGER ON
Og
SHEATHING OVER
OVER LANDING
W EACH SIDE _
HEADER TO BUILT UP
W LL U)_ r
LANDING ATTACHED
MID SPAN BLOCKING
ATTACHED PER
O
(2) 2x12 SYP#2 BEAM TO MATCH JOISTW
PER SCHEDULE REQ'D
v z
_
g(l0
LEDGER IF
@ END OF LANDING DEPTH W/ (3) 10d
TOENAILS EACH END
W
FOR STRINGERS TO
Ce)Of
MIN.
CONNECT TO. BEAM
CONSTRUCTION
(P.T:
TO BEAR DIRECTLY ONMIN.
11177777777777 7,''777777
2x8 SYP#2 JOIST (P.T. IF
A -A PLAN VIEW @ 180 DEGREE TURN LANDING
SEE SCHEDULE FOR MAX WIDTH OF LANDING
3/4" O.S.B. W/ 8d NAILS
@ 3" O.C. TOP AND A35 @ EA. STRINGER
BEAM/JOISTS REQUIREMENT AT LANDING
BUILT UP COLUMNS
BEAM
(#2 SYP)
ATTACHING TO MASONRY
MAX WIDTH
OF LANDING
12'-0" OR LESS
(2) 2x12
2x8
9'-0"
BELOW OR
NAILS
X HANDRAIL
0)
¢
U)
WALL) CONT. LEDGER w/ (3)
, fl
DATE: 0/09/18
2x4 SILL PLATE W/ (2)
{
ALTERNATE HANGER
SEE TABLE FOR MAX.
FOR VERTICAL
16d NAILS @ 16" O.C. MAX.
Xt� o
:,rte••• °•� 2 Y
Q' : �4 rn U_ 6: >]J -� Z
N
10d NAILS @ 4" O.C.
2x6
p
JLl
@ RIGHT OF THIS
WIDTH OF LANDING
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES,
TO EACH STUD. ((2) 1/4" x 3
¢ : z � 11 ..J
rl
(NOTCHED @
VERTICAL LOCATIONS).
DETAIL
1/4" TAPCONS @ 16" O.C.
2x L -BRACE W/ 12d
�"
U
�� •.>. Z
CO Y,t
06 p U) 8
A -A PLAN VIEW @ 90 DEGREE TURN LANDING
MAX. FOR MASONRY WALL)
STAIR WINDER DETAIL
NAILS @ 4" O.C.
LL
LU
MIN. (3) 2x SYP #2 STUDS SEE SCHEDULE FOR MAX WIDTH OF LANDING
(D w z C cc"), .S
F-
REQ'D @ END OF LANDING
U_
O
W/ MIN. (6) 16d NAILS
SEE PLAN FOR DEPTH
3/4" PLYWOOD OR OSB
PLYWOOD SHEATHING
FROM (2)2x12 SYP#2
OF LANDING
SHEATHING OVER
OVER LANDING
HEADER TO BUILT UP
LANDING ATTACHED
MIN. 2x8 SYP#2 JOIST
ATTACHED PER
W
STUD COLUMN
PER GENERAL FLOOR
LEDGER IF
GENERAL FLOOR
�
CONSTRUCTION
(P.T:
CONSTRUCTION
OPTIONAL (2)2x12 SYP#2
Q
NOTES
ATTACHING TO
NOTES
ATTACHMENT TO
MASONRY WALL)
CMU/LEDGER IN LIEU OF
BEAM @ END OF
BUILT UP COLUMN
16" O.C.
LANDING PER
W
WOOD:
MID SPAN BLOCKING
MAX
SCHEDULE
HU210-2/HUC210-2 W/
TO MATCH JOIST
J
J
OPTIONAL (2)2x12 SYP#2
(18)16d NAILS TO
O DEPTH W/ (3) 10d
ATTACHMENT TO CMU/LEDGER
LEDGER/SUPPORT AND
F-
o TOENAILS EACH END
IN LIEU OF BUILT UP COLUMN
(10)10d NAILS TO (2)2x12
p
U_
z
5
W
WOOD:
SYP#2 HEADER
J
a
0
HU210-2/HUC210-2 W/ (18)16d
MASONRY:
O
m
p
NAILS TO LEDGER/SUPPORT
HU210-2/HUC210-2 W/
a
AND (10)10d NAILS TO (2)2x12
(18) 1/4"x3-1/4" TAPCONS
w
9
SIMPSON A35
U
SYP#2 HEADER
TO CMU AND (10) 10d
C6
W
CONNECTIONS
MASONRY:
NAILS TO (2)2x12 SYP#2
W
W
SEE PLAN FOR
HU210-2/HUC210-2 W/ (18)
LLIF-
HEADER
MASONRY WALL OR
m: U>
1/4"x3-1/4" TAPCONS TO CMU
STANDARD (3) 2X12
W
WOOD WALL
MASONRY WALL OR
FRAME WALL BEYOND
AND (10) 10d NAILS TO (2)2x12
w
O
�
SYP#2 HEADER
SYP #2 STRINGERS W/p
Br
O
v
>
U
SIMPSON A34 / A35
CL
to
L
CLIP TO FLOOR
W
W
g € ,
F=—
D
0
z 'g
0
U
_
-
SYSTEM &LANDING
F
- ry
Z C
B -B CROSS SECTION OF
BEAM TO LEDGER
FRAMING
- NOT USED
•
MIN. 2x8 SYP#2 JOIST (P.T. IF
(2) 2x12 SYP#2 BEAM PER
ATTACHING TO MASONRY
SCHEDULE REQ'D @ END OF MIN. 2x8 SYP#2 JOISTS
WALL) CONT. LEDGER w/ (3) 16d
STRINGERS TO BE NOTCHED
LANDING FOR STRINGERS TO @ LANDING @ 16"O.C.
NAILS @ 16" O.C. MAX. TO EACH
AT LANDING OR LET -IN 2x4
CONNECT TO. BEAM TO BEAR W/ SIMPSON A35 OR
STUD. ((2) 1/4"x3-1/4" TAPCONS
SYP#2 CLEAT AND ATTACH TO
DIRECTLY ON BUILT UP LUS26 HANGER ON
@ 16" O.C. MAX. FOR MASONRY
JOISTS BELOW W/(2) -12d NAILS
COLUMNS BELOW OR EACH SIDE
WALL)
@ 16" O.C.
-
,
ALTERNATE HANGER @
2x4 #2 SPF STUDS
RIGHT OF THIS DETAIL
(3) 16d TOENAILS
�`V22„
SEE ARCH PLAN
til
2x4 CONT. TOP PLATE 2x6 VERTICAL @ 6-0"
@ 24" O.C.
MAX 4'-0"ABOVE FLOOR
ATTACH TOP PLATE TO O C MIN AND @ANY
A -A PLAN VIEW @ 180 DEGREE TURN LANDING
SEE SCHEDULE FOR MAX WIDTH OF LANDING
3/4" O.S.B. W/ 8d NAILS
@ 3" O.C. TOP AND A35 @ EA. STRINGER
BEAM/JOISTS REQUIREMENT AT LANDING
HEIGHT OF STAIRS
AT LANDING
BEAM
(#2 SYP)
JOISTS
(#2 SYP)
MAX WIDTH
OF LANDING
12'-0" OR LESS
(2) 2x12
2x8
9'-0"
J
Q
H
z
W
0
V5
W
a
r;
0
N
TO LANDING 2 W H< 0 _j c
BOTTOM CHORD NOTCH SILL AND w ¢ p co
PLYWOOD FLOORING
NOTE: TO ALLOW VERTICAL ~ J - O � 0 >- o . 8
SEE ARCHS. FOR MAX. H I-- � U)- O Q v m
FLOOR SYSTEM PER 1. STAIR TREAD AND RISER CONSTRUCTION SHALL FOLLOW THE MINIMUM 2x6 VERTICAL AND TO SLIDE DOWN TOAL - — W (A O c
RISE OF STEPS AND CODE REQUIREMENTS AS SPECIFIED IN THE CURRENT EDITION OF THE FBC. FACE OF TRUSS F- z ¢ O � 2 Z .0
FRAMING PLAN TYP. L -BRACE @ 6 -0 O.C. & w 7 o z z w E
MIN. TREAD DEPTH 2. (2)2x12 SYP#2 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR @ANY OPENING SECTION X -X z W Z 0 zz j W � O
STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. 2x4 CONT. TOP PLATE zW W Q tY n -
NAIL (2)PLY BEAM TOGETHER USING (3)12d NAILS AT 8" O.C. (ATTACH TOP PLATE 0¢ LL O
3. CONTACT EOR FOR CONDITIONS NOT COVERED THIS DETAIL PRIOR TO ATTACH 2X6 VERTICAL x 3:O U
PENDING LANDING CONSTRUCTION. 3 Ya" x 3" 3 ��2�� TO STUDS W/ (2) 16d p U) z o
TO TRUSS W/ O
HEIGHT AND PLAN DOUBLE TRUSS PARALLEL TO FLOOR TOE NAILS 0 % a
p
N.T.S.
LAYOUT. HEADER SDS WOOD SCREWS 0
EQUALLY z
WITHIN SUPPORT SPACED/CENTERED IN 2x4 #2 SPF STUDS @ 0
WALL COULD BE
2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER W 00
REQUIRED. SEE PLAN ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE O
2x12 STRINGERS ONE FOR REQUIRED STUDS W/ (2) 16d TOE 32' ( ATTACHED TO TRUSS g a
ON EACH SIDE AND HEADER AND NAILS '�`�` BELOW (OTHERWISE Z O
/� SUPPORT SEE ARCH PLAN
ONE @ MID -SPAN A A INFORMATION. MAX. 4'-0" ABOVE FLOOR ATTACH W/ (2) 12d zTOENAILS @BOTTOM) Q -1
A34 @ EA. STRINGER p Cl) {1J G
2x4 #2 SPF STUDS @ 2x4 SILL PLATE W/ (2) p W
TO LANDING X X � �
_ 24" O.C. W/ (2) 12d NOTCH FLOOR Z
2x JOIST (P.T. IF TOENAILS BOTTOM SHEATHING TO 16d TOE NAIL EA. - - O LU W �I
2x ATTACHED TO ATTACHING TO MASONRY I ACCOMMODATE 2x CONT. BRACE & 10d
STRINGER 1 I I (2) 2x12 SYP#2 BEAM WALL) CONT LEDGER w/ 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO = = W W
III PER SCHEDULE @END
(3) 16d NAILS @ 16" O.C. NOTCH SILL AND � 10d NAILS @ 4" O.C. _�__ FLOOR SHEATHING ~ W � �
MAX. TO EACH STUD. ((2) PLYWOOD FLOORING (NOTCHED @ 2x6 Z O 0.
OF LANDING FOR 0 Q
2x12 STRINGERS ONE I I I I I it
STRINGERS TO 1/4" x3-1/4" TAPCONS @ TO ALLOW VERTICAL VERTICAL LOCATIONS). ATTACH 2x4 TO TRUSS a W
ON EACH SIDE AND I I I I CONNECT TO. BEAM 16" O.C. MAX. FOR
T BEAR DIRECTLY ON TO SLIDE DOWN TO W/ (2) %4'x3" SDS
ONE @ MID SPAN lilt 0 MASONRY WALL) FACE OF TRUSS SCREWS EQUALLY V (n F _
BUILT UP COLUMN --
SPACED & CENTERED W 1- Q
BELOW. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND '"' IN TRUSS F- � Y ti Z
L -BRACE @ 6'-0" O.C. &
A35 CONNECTION III TO TRUSS W/ (3) %4' x 3" w � W �
WOOD OR MASONRY QO
SDS WOOD SCREWS @ ANY OPENING z
WALL SEE PLAN FOR N
2x8 P.T. SPF #2 (MIN.) LET -IN MORE INFO EQUALLY -
FASTEN TO SLAB USING MIN. (3) 2x4 SYP #2 SPACED/CENTERED IN TRUSS SEE PLAN
MIN. (6) 1/4"x3-1/4': EVENLY COLUMN 2x JOIST PER TRUSS TO OUTSIDE
SPACED TAPCONS @ MIN. SCHEDULE FACE OF TRUSS
END DISTANCE OF 1-1/2" 2x P.T. BOTTOM PLATE HEIGHT OF LANDING
PER FLOOR PLAN SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR
W
0
ct) STRUCTURALENG: CNS
w DRAFTING:
W
U-STRUCT: DP
z
O_
STUDS W/ (2) 16d TOE OPENING W/INo
QC CHECK: CC
P:
V)
a m
0
W
NAILS
X HANDRAIL
0)
¢
U)
W
i��►illlllll�� M
i �� Uj00
DATE: 0/09/18
2x4 SILL PLATE W/ (2)
{
KNEEWALL
2x4 #2 SPF STUDS @
FOR VERTICAL
Z
Xt� o
:,rte••• °•� 2 Y
Q' : �4 rn U_ 6: >]J -� Z
N
10d NAILS @ 4" O.C.
2x6
p
JLl
0�r Cl) O O -3,X (j
~O
p
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES,
zU
O
¢ : z � 11 ..J
rl
(NOTCHED @
VERTICAL LOCATIONS).
� z Cl) 4C.1 LU o
2x L -BRACE W/ 12d
�"
U
�� •.>. Z
CO Y,t
06 p U) 8
`
NAILS @ 4" O.C.
LL
LU
00
IIIt,1
(D w z C cc"), .S
F-
U_
O
o
W
�
O
Q
afa
W
W
F_
O
J
J
F-
W
Z
J
a
0
O
a
z
a
U
C6
W
W
W
LLIF-
m: U>
W
w
O
�
W
z
O
>
U
CL
to
L
W
W
g € ,
F=—
D
0
z 'g
0
U
a
F
- ry
Z C
-
TO LANDING 2 W H< 0 _j c
BOTTOM CHORD NOTCH SILL AND w ¢ p co
PLYWOOD FLOORING
NOTE: TO ALLOW VERTICAL ~ J - O � 0 >- o . 8
SEE ARCHS. FOR MAX. H I-- � U)- O Q v m
FLOOR SYSTEM PER 1. STAIR TREAD AND RISER CONSTRUCTION SHALL FOLLOW THE MINIMUM 2x6 VERTICAL AND TO SLIDE DOWN TOAL - — W (A O c
RISE OF STEPS AND CODE REQUIREMENTS AS SPECIFIED IN THE CURRENT EDITION OF THE FBC. FACE OF TRUSS F- z ¢ O � 2 Z .0
FRAMING PLAN TYP. L -BRACE @ 6 -0 O.C. & w 7 o z z w E
MIN. TREAD DEPTH 2. (2)2x12 SYP#2 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR @ANY OPENING SECTION X -X z W Z 0 zz j W � O
STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. 2x4 CONT. TOP PLATE zW W Q tY n -
NAIL (2)PLY BEAM TOGETHER USING (3)12d NAILS AT 8" O.C. (ATTACH TOP PLATE 0¢ LL O
3. CONTACT EOR FOR CONDITIONS NOT COVERED THIS DETAIL PRIOR TO ATTACH 2X6 VERTICAL x 3:O U
PENDING LANDING CONSTRUCTION. 3 Ya" x 3" 3 ��2�� TO STUDS W/ (2) 16d p U) z o
TO TRUSS W/ O
HEIGHT AND PLAN DOUBLE TRUSS PARALLEL TO FLOOR TOE NAILS 0 % a
p
N.T.S.
LAYOUT. HEADER SDS WOOD SCREWS 0
EQUALLY z
WITHIN SUPPORT SPACED/CENTERED IN 2x4 #2 SPF STUDS @ 0
WALL COULD BE
2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER W 00
REQUIRED. SEE PLAN ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE O
2x12 STRINGERS ONE FOR REQUIRED STUDS W/ (2) 16d TOE 32' ( ATTACHED TO TRUSS g a
ON EACH SIDE AND HEADER AND NAILS '�`�` BELOW (OTHERWISE Z O
/� SUPPORT SEE ARCH PLAN
ONE @ MID -SPAN A A INFORMATION. MAX. 4'-0" ABOVE FLOOR ATTACH W/ (2) 12d zTOENAILS @BOTTOM) Q -1
A34 @ EA. STRINGER p Cl) {1J G
2x4 #2 SPF STUDS @ 2x4 SILL PLATE W/ (2) p W
TO LANDING X X � �
_ 24" O.C. W/ (2) 12d NOTCH FLOOR Z
2x JOIST (P.T. IF TOENAILS BOTTOM SHEATHING TO 16d TOE NAIL EA. - - O LU W �I
2x ATTACHED TO ATTACHING TO MASONRY I ACCOMMODATE 2x CONT. BRACE & 10d
STRINGER 1 I I (2) 2x12 SYP#2 BEAM WALL) CONT LEDGER w/ 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO = = W W
III PER SCHEDULE @END
(3) 16d NAILS @ 16" O.C. NOTCH SILL AND � 10d NAILS @ 4" O.C. _�__ FLOOR SHEATHING ~ W � �
MAX. TO EACH STUD. ((2) PLYWOOD FLOORING (NOTCHED @ 2x6 Z O 0.
OF LANDING FOR 0 Q
2x12 STRINGERS ONE I I I I I it
STRINGERS TO 1/4" x3-1/4" TAPCONS @ TO ALLOW VERTICAL VERTICAL LOCATIONS). ATTACH 2x4 TO TRUSS a W
ON EACH SIDE AND I I I I CONNECT TO. BEAM 16" O.C. MAX. FOR
T BEAR DIRECTLY ON TO SLIDE DOWN TO W/ (2) %4'x3" SDS
ONE @ MID SPAN lilt 0 MASONRY WALL) FACE OF TRUSS SCREWS EQUALLY V (n F _
BUILT UP COLUMN --
SPACED & CENTERED W 1- Q
BELOW. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND '"' IN TRUSS F- � Y ti Z
L -BRACE @ 6'-0" O.C. &
A35 CONNECTION III TO TRUSS W/ (3) %4' x 3" w � W �
WOOD OR MASONRY QO
SDS WOOD SCREWS @ ANY OPENING z
WALL SEE PLAN FOR N
2x8 P.T. SPF #2 (MIN.) LET -IN MORE INFO EQUALLY -
FASTEN TO SLAB USING MIN. (3) 2x4 SYP #2 SPACED/CENTERED IN TRUSS SEE PLAN
MIN. (6) 1/4"x3-1/4': EVENLY COLUMN 2x JOIST PER TRUSS TO OUTSIDE
SPACED TAPCONS @ MIN. SCHEDULE FACE OF TRUSS
END DISTANCE OF 1-1/2" 2x P.T. BOTTOM PLATE HEIGHT OF LANDING
PER FLOOR PLAN SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR
W
0
ct) STRUCTURALENG: CNS
w DRAFTING:
W
U-STRUCT: DP
N.T.S.
STUDS W/ (2) 16d TOE OPENING W/INo
QC CHECK: CC
V)
a m
X
NAILS
X HANDRAIL
NOTCH SILL PLATE
¢
U)
Q
(D F- M
DATE: 0/09/18
2x4 SILL PLATE W/ (2)
{
KNEEWALL
2x4 #2 SPF STUDS @
FOR VERTICAL
O
U) W
10d NAILS @ 4" O.C.
2x6
(
24" O.C. W/ (2) 12d
ST1
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES,
zU
O
W w
U F -E
(NOTCHED @
VERTICAL LOCATIONS).
TOENAILS BOTTOM '
2x L -BRACE W/ 12d
�"
U
J
CO Y,t
06 p U) 8
NAILS @ 4" O.C.
O
(D w z C cc"), .S
TO LANDING 2 W H< 0 _j c
BOTTOM CHORD NOTCH SILL AND w ¢ p co
PLYWOOD FLOORING
NOTE: TO ALLOW VERTICAL ~ J - O � 0 >- o . 8
SEE ARCHS. FOR MAX. H I-- � U)- O Q v m
FLOOR SYSTEM PER 1. STAIR TREAD AND RISER CONSTRUCTION SHALL FOLLOW THE MINIMUM 2x6 VERTICAL AND TO SLIDE DOWN TOAL - — W (A O c
RISE OF STEPS AND CODE REQUIREMENTS AS SPECIFIED IN THE CURRENT EDITION OF THE FBC. FACE OF TRUSS F- z ¢ O � 2 Z .0
FRAMING PLAN TYP. L -BRACE @ 6 -0 O.C. & w 7 o z z w E
MIN. TREAD DEPTH 2. (2)2x12 SYP#2 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR @ANY OPENING SECTION X -X z W Z 0 zz j W � O
STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. 2x4 CONT. TOP PLATE zW W Q tY n -
NAIL (2)PLY BEAM TOGETHER USING (3)12d NAILS AT 8" O.C. (ATTACH TOP PLATE 0¢ LL O
3. CONTACT EOR FOR CONDITIONS NOT COVERED THIS DETAIL PRIOR TO ATTACH 2X6 VERTICAL x 3:O U
PENDING LANDING CONSTRUCTION. 3 Ya" x 3" 3 ��2�� TO STUDS W/ (2) 16d p U) z o
TO TRUSS W/ O
HEIGHT AND PLAN DOUBLE TRUSS PARALLEL TO FLOOR TOE NAILS 0 % a
p
N.T.S.
LAYOUT. HEADER SDS WOOD SCREWS 0
EQUALLY z
WITHIN SUPPORT SPACED/CENTERED IN 2x4 #2 SPF STUDS @ 0
WALL COULD BE
2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER W 00
REQUIRED. SEE PLAN ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE O
2x12 STRINGERS ONE FOR REQUIRED STUDS W/ (2) 16d TOE 32' ( ATTACHED TO TRUSS g a
ON EACH SIDE AND HEADER AND NAILS '�`�` BELOW (OTHERWISE Z O
/� SUPPORT SEE ARCH PLAN
ONE @ MID -SPAN A A INFORMATION. MAX. 4'-0" ABOVE FLOOR ATTACH W/ (2) 12d zTOENAILS @BOTTOM) Q -1
A34 @ EA. STRINGER p Cl) {1J G
2x4 #2 SPF STUDS @ 2x4 SILL PLATE W/ (2) p W
TO LANDING X X � �
_ 24" O.C. W/ (2) 12d NOTCH FLOOR Z
2x JOIST (P.T. IF TOENAILS BOTTOM SHEATHING TO 16d TOE NAIL EA. - - O LU W �I
2x ATTACHED TO ATTACHING TO MASONRY I ACCOMMODATE 2x CONT. BRACE & 10d
STRINGER 1 I I (2) 2x12 SYP#2 BEAM WALL) CONT LEDGER w/ 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO = = W W
III PER SCHEDULE @END
(3) 16d NAILS @ 16" O.C. NOTCH SILL AND � 10d NAILS @ 4" O.C. _�__ FLOOR SHEATHING ~ W � �
MAX. TO EACH STUD. ((2) PLYWOOD FLOORING (NOTCHED @ 2x6 Z O 0.
OF LANDING FOR 0 Q
2x12 STRINGERS ONE I I I I I it
STRINGERS TO 1/4" x3-1/4" TAPCONS @ TO ALLOW VERTICAL VERTICAL LOCATIONS). ATTACH 2x4 TO TRUSS a W
ON EACH SIDE AND I I I I CONNECT TO. BEAM 16" O.C. MAX. FOR
T BEAR DIRECTLY ON TO SLIDE DOWN TO W/ (2) %4'x3" SDS
ONE @ MID SPAN lilt 0 MASONRY WALL) FACE OF TRUSS SCREWS EQUALLY V (n F _
BUILT UP COLUMN --
SPACED & CENTERED W 1- Q
BELOW. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND '"' IN TRUSS F- � Y ti Z
L -BRACE @ 6'-0" O.C. &
A35 CONNECTION III TO TRUSS W/ (3) %4' x 3" w � W �
WOOD OR MASONRY QO
SDS WOOD SCREWS @ ANY OPENING z
WALL SEE PLAN FOR N
2x8 P.T. SPF #2 (MIN.) LET -IN MORE INFO EQUALLY -
FASTEN TO SLAB USING MIN. (3) 2x4 SYP #2 SPACED/CENTERED IN TRUSS SEE PLAN
MIN. (6) 1/4"x3-1/4': EVENLY COLUMN 2x JOIST PER TRUSS TO OUTSIDE
SPACED TAPCONS @ MIN. SCHEDULE FACE OF TRUSS
END DISTANCE OF 1-1/2" 2x P.T. BOTTOM PLATE HEIGHT OF LANDING
PER FLOOR PLAN SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR
W
0
ct) STRUCTURALENG: CNS
w DRAFTING:
W
U-STRUCT: DP
N.T.S.
QC CHECK: CC
V)
JOB No. PSQ-0205452
J
H Q
SCALE: AS INDICATED
ST01 GENERAL LANDING &
ST03 SECTION HANDRAIL W/
o
DATE: 0/09/18
STAIR FRAMING INFO SCALE: 3/4"=11-0„
FLOOR TRUSSES SCALE: 3/4"=1'-0"
ST1
COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES,
LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.
_____j