215 Maybeck Ct thru 223 Maybeck Ct - BC12-000750, 751, 752, 753, 754, 755 (RIVERVIEW - A) (MASTERPLANS) (A)s
113'-6"
23'-0' 22'-6" " 22'-6'
12'-6" 8'-0" 2'-2 1/2' 17'-0" 4'-10" 17'-0"
CONC:
PATIO GE THK.
CIDGE CONC. CONC.
10'-6" PATIO Wf THK. PATIO W THK:
EDtt�stt EDGE
12x12 BILK. 12x12 BILK. a,
COL AC AC RC
COL
- - "G. F „D"
CD
------------ 4_21
P.C. LINTEL W/ 4'-10" 4'-10° 120 Sidi
BILK. COURSE ABV. o CD25 12080 SGD
LANAI ( I 38.5 41.0 41.0
9'-4' CLG. HT.
--------
I -H-- - ---
9080 SGD
;�
10'-4 1/2" 2"
21'-6 1/2'
9'-4" CLG. HT.
9-4 CLG. HT.1- 9-4 CLG. HT. DINING "
CARPET 9 -4 CLG. HT.
DINING-' DINING - 2
LIVING
CARPET '\ CARPET
9'-4" CLG. HT CARPET
LIVING
0 5-9 1/2"2'-0" g" 12'-3'
CARPET
N Co
9'-4" CLG. Hc'
T rt - 36" COUNTER
LIVING I ° TDP
CARPET 34 1/2 H. 2x t ��_=_ 2„ 8-10 1/2 12-8' 2" ! ttr
KNEE WALL I _ !!t HDR.
13'-0" i-2" 3'-8 i 21> N
36" TOP ; i � -�, 1 1 ---� i 6'-6 1/2" 2" do ---J 1 -II N
o r Q (Q I 2X4 WD FRAME I r
010 I -011/2" 3'-8" KNEE WALL
2x I I t t I 0 34-1/2' HT. I
8 9'-4" CLG.-HT. 7'-01/2" 4'-1" 2668 I i i STOR.
-' --- I I
2666 ---- --
KITE-), `� -
36" TOP 2468 _ 91/ 11LE� Q �'1 x�2 - 246 " 1 QIO �' ' - ----- 5 PANTRY SH..o I C25 " 3-4 3'-31%2 - 1/2 2 "C 9-4 CLG. HT
26.4 HANDRAIL 5 SH. I { KEY DROP
i \
_ - -KIT. _ LC
_"
TILE t
-1 18 51 I 2'-10 1/2" i 7'-0 1 2%
110 TRY 1 I t I 42" KNEE / _� t
,P
CLG. HT i I t t I 2668 WALL SLOPED "' { 12880
3D68 FOYER U � _ I
" t I II r N - " W STAIRS " " OPNG.
I - 7-312 / -
.6 I \ 3' 8' 1 2 PWDR.
1x12 ® 9-4 CLG. HT. , I � I WH 6 s 1/2 / / 28x8 I i I
I B K t r I -- - 9'-4* CLG. HT:
C I 42' OPNG. t I r 5 SH. //266� 1 6
UP
r t
TEL BLETEL GAB. 20 MIN
2868 �, 2868 PA EL I I BRG. WALL TErCABLE P NEL FIRE DR. `;'
tH PA 2868 UP _
I I I I /ANCHOR W.H. I
g° { I I { SEE SHEET 5 FOR 1 r I 1 BARRIER M1TL. N BRG. WALL
- i STAIR SECTION ► 4 POST TO SLAB
6 11 DETAILS
WINDOW SEAT_
in 2068 L L L - - - W.H.20 MIN � _14" ABV. o
ANCHOR HFIRE DR. 3068 ' N
N
N ER ITL. DBL 2X12 SYP - LANDING
20 MIN BARN
FIRE DR.
POST To SLAB HDR W/ 3 2868 10'-8 - -�-6
-! 4 SH. STUDS EA. END
_ [W040
MPfG2868NOTE 4 10'-8' S' -11/2"'1-g4'-8"
PROVIDE (11 LAYER OF PROVIDE 1 LAYER OF
PROVIDE (1 LAYER OF ( 1
5'-0° 5/8" TYPE X" GYP BD. " " DR. 5 8" TYPE X" GYP BD:
AT GARAGE CEILING AND 5 8 TYPE X GYP BD. \ 3068 / 9'-4* CLG. HT
BATH I / " AF GARAGE CEILING AND
AT GARAGE CEILING AND
" 1 2 GYP. BD. AT I 48.6 9 -4 CLG. HT: 1 2° GYP. BD. AT c:
9 -4 CLG. HT. GARAGE FRAME WALLS 1 2" GYP. BD. AT Q, - - - / A[
GARAGE FRAME WALLS ENTRY _
GAE�AGE FRAME WALLS
GARAGE A ABOVEco
W 2x6 - _, e 8 5 7 GARAG E
_, c �. WALL 9' 4" CLG. HTj.O,-4° �" GARAGE ,
m Q �`' 9'-4" CLG. HT. ENTRY 9 -4" CLG. HT. - - - - - - - - - -
11'-5" 8"W. FLAT 9'-4" CLG. HT.
------ SOFFIT
Z�m F-- 1 F----------� o
A
BRG. WALL F------- --1 - --- - - --- - I I �B P.C.UNTELW/
BILK. COURSE ABV:
ED C STUDY o I I , I P.C. LINTEL W[ 1----------
9'-4 CLG. HT. 8x8 BLK.- COURSE ABV.
m s I I ► I BILK.
CO24 BILK.
L 8 COLUMN I I o
_ ------ ---- ------ -- =
" - I I o I o Aeon i
STONE BASE
W/ 16"is
RETURN I 8070 OVERHEAD 1 STONE BASE
------FB- ------
_J 6im W70
8070 OVERHEAD DR. W/ 16 8070 OVERHEAD DR. STONE BASS
38.5 396 1 RETURN 3-9 W/ 16-
1
6"" ` -5 1/2' " RETURN
3'-7" 8'-1 11'-8" 11-3 1/2 9'-11" 8° 2� 1 1/2„ 9'-10" 10'-7"
STONE BASE
-SEE ELEV.
22'_0 1/2" 21'-10 1/2" 21'-10 1/2"
LEXINGTONPRINCETON SARATOGA
UNIT "All UNIT 111311 UNIT fic,l
I �c
22'-6'
1T -O" 4'-10" 1 2'-21/2'
UNIT "B"
23'-0"
12'-6"
DATE TO MASTER:
CONC.
TAB
E
UNIT
CONC.
UNIT T
PATIO WJ THK.
PATIO W�� THK.
0
0
r:, TILE
EDGE
EDGE
cf�
co
C13
W
AC P.C. LINTEL W
BILK. COURSE V.---
946
AC
B
4'-10"
v 2
cfl Z J�_ ob
"A"
- - - - - - - - - - - -
12080 SGD
-
1780
_ U
CD25 I LANAI I
16351
41.0
8399
ENTRY
9'-4" CLG. HI.
-
C25
511
DINING
266
_
Q
�.,
CARPET"
236
9'-4 CLG: HT.
L -
- - - FOYER
28.4 11
LIVING
/-NA
41.11 1{
NA
CARPET
L
8'-10 1/2"
10'-4 1/2'
12'-8" 2"
- HANDRAIL
5 SH. 9'-4" CLG. HT.
N
6'-61/2" 2"
2'-06/2'
-
17
3'-8"
I
3912"H. r I r
NEE
DINING
-a ° ' i
WALL
I
2
15"W. 668
Q N I I
40
MOP - ----
II �
---J;
1.
I
Ajo
BRG. WALL -- ----
9'-4" CLG. �I
9'-4" CLG. HT.
HW
'
KIT.
NI'E
ALL EXTERIOR BLOCK ARE SHOWN AND DIMENSIONED TO BE 7 5/8" WIDE UNLESS OTHERWISE NOTED.
M TILE
_co
L266$
HDR 48
42" KNEF
- WALL SLOPED
I 6'-6"
3'-8 1/2" T-3 1/2" W/ STAIRS
- -
N 5 SH.
�H
BRG. WALL TEL CABLE
PA EL
Lit ENLARGED OPNG.
12868 UP -
N
20 MIN
ANCHOR W.H.
BARRIER�
FIRE DR.
DBL 2X12 SYP -
TO
LOADS ONLY. ALL UPLIFT LOADS ARE HANDLED BY QUICK -TIE INSTALLATION. SEE SHEET 11 FOR
HDR w 3 2868
STUDS EA. END
r t r
1/2 5 -2 2
o
cD
PROVIDE (11 LAYER OF
' k n N
5 8 TYPE X GYP BD. \
I
3068 R.
AT GARAGE CEILING AND
-4' CLG.
'�6 HT.
1 /2" GYP. BD. AT I
-
GARAGE FRAME WALLS '
jo
20 DRYWALL
GARAGE
�" 5'-7"
_o
9'-4 CLG. HT.
0 8"W. FLAT E
4�
SOFFIT 9"- G. HT.
F---------
INDICATES FILLED REINFORCED, VERTICAL BLOCK CELL - CONT. FROM FOOTING TO C.M.U. TOP COURT
1 d
1
36" TOP
I
�
8x8 BIJ G (SE AHV. 8x8
a,
Q
jl
1
t t t I -
COL CO
-
�-1-�
I
QI Q
�
HB o
r'
I
1
8"
C
-
STONE BASE
W/ 16"
- _ - - NITS:-SEPARANON--WALL CONTINUOUS FRO -TOP
INDICATES H 2 R. FIRE SE1�Afi�AItON 1NA11-BBTWN. tJ
---
--------_
8070 OVERHEAD DR.
'
173-9.11
KIT
RETURN
''..l 1/2'
Y SLAB TO UNDERSIDE OF SECOND STORY ROOF DECKING. NO ELECTRICAL, PLUMBING, MECHANICAL, 0R
9'-10"
10'-7"
\
SYP 2X12 HDR @ ENLARGED (?PNC. i 6-1, 1/2" M
21'-10 1/2"
C14
PRINCETON
UNIT "B"
23'-0"
12'-6"
LATEST REVISION
DATE TO MASTER:
CONC.
TAB
E
UNIT
W
UNIT T
PATIO WJ THK.
UNIT
AREA
0
U
r:, TILE
EDGE
�\
cf�
75O
C13
W
AC P.C. LINTEL W
BILK. COURSE V.---
946
901
a--•
v 2
cfl Z J�_ ob
"A"
- - - - - - - - - - - -
4583
-
1780
_ U
CD25 I LANAI I
16351
1780
8399
ENTRY
38.5 9'-4" CLG. HT: I
-
C25
511
40
266
_
Q
=to
Q WQj
230
236
9080 sGD
L -
- - - FOYER
28.4 11
1
/-NA
41.11 1{
NA
OLJL
L
TOTAL U.R.
10'-4 1/2'
1916
- HANDRAIL
5 SH. 9'-4" CLG. HT.
1916
WNL
rL
9'-4" CLG. HT
-
17
Q
oo
DINING
- PROVIDE MIN. {3)
2-1D , 2 t 12
t r I r STUD COL. &
ENTR
CARPET
1.
ALL INTERIOR FRAME WALL ARE DRAWN AND DIMENSIONED TO BE 3 1/2' WIDE UNLESS OTHERWISE NOTED.;
DBL SYP 2X123068
9'-4" CLG. �I
. 0p
N
2.
ALL EXTERIOR BLOCK ARE SHOWN AND DIMENSIONED TO BE 7 5/8" WIDE UNLESS OTHERWISE NOTED.
9'-4" CLG. HT.
r
HDR 48
co
3.
- -
LIVING
t r
Lit ENLARGED OPNG.
INDICATES FRAME BEARING WALL WALLS DO NOT REQUIRE UPLIFT CONNECTORS DUE TO WALL_
"909iftAVITY
/ CARPET o
-- KNEE W�LL2x ,
LOADS ONLY. ALL UPLIFT LOADS ARE HANDLED BY QUICK -TIE INSTALLATION. SEE SHEET 11 FOR
r t r
-�-
Fal
ico
D
I , I I TEL CABLE
r i i PANEL 115880 2868
ADD'L INFORMATION
c)
20 DRYWALL
_o
It
8°
EXISTING 1/2" GYPSUM BD:
"X"
5.
INDICATES FILLED REINFORCED, VERTICAL BLOCK CELL - CONT. FROM FOOTING TO C.M.U. TOP COURT
36" TOP
TLOPNG
I I r I I( I I
�
a,
Q
jl
POST TO
t t t I -
0 INDICATES $' CMU WALL. TOP OF +9'-4" ABOVE TOP OF SLAB. -
-
-
�-1-�
I
QI Q
�
-
SII
---J
8"
-
9'-4" CLG. HL
- _ - - NITS:-SEPARANON--WALL CONTINUOUS FRO -TOP
INDICATES H 2 R. FIRE SE1�Afi�AItON 1NA11-BBTWN. tJ
---
- � -
'
KIT
Y SLAB TO UNDERSIDE OF SECOND STORY ROOF DECKING. NO ELECTRICAL, PLUMBING, MECHANICAL, 0R
LATEST REVISION
DATE TO MASTER:
01-10-12
TAB
E
UNIT
W
UNIT T
U BIT
UNIT
AREA
0
U
r:, TILE
LuU
�\
cf�
75O
C13
W
2nd STY. LIVING
946
901
a--•
v 2
cfl Z J�_ ob
468
I
'� '
I
i
TAB
E
UNIT
JI
UNIT T
U BIT
UNIT
AREA
BLDG.
{
r:, TILE
734
680
O
CD
-TOTAL
3816
2nd STY. LIVING
946
901
a--•
v 2
cfl Z J�_ ob
468
4583
TOTAL LIVING
1780
_ U
caw!
16351
1780
8399
ENTRY
2" �'-9
3'-3 1/2 3 -Q 36"
C25
511
40
266
_
Q
=to
Q WQj
230
236
2301
L -
- - - FOYER
28.4 11
1
/-NA
NA
NA
OLJL
L
TOTAL U.R.
2099
1916
- HANDRAIL
5 SH. 9'-4" CLG. HT.
1916
WNL
rL
9919
_
Q
- PROVIDE MIN. {3)
2-1D , 2 t 12
t r I r STUD COL. &
ENTR
1.
ALL INTERIOR FRAME WALL ARE DRAWN AND DIMENSIONED TO BE 3 1/2' WIDE UNLESS OTHERWISE NOTED.;
DBL SYP 2X123068
9'-4" CLG. �I
. 0p
2.
ALL EXTERIOR BLOCK ARE SHOWN AND DIMENSIONED TO BE 7 5/8" WIDE UNLESS OTHERWISE NOTED.
r
HDR 48
3.
ALL FULL HEIGHT BLOCK WALLS WITH NO OPENINGS BTWN. GROUTED FILLED CELLS ARE CONSIDERED SHEAR WALLS.
t r
Lit ENLARGED OPNG.
INDICATES FRAME BEARING WALL WALLS DO NOT REQUIRE UPLIFT CONNECTORS DUE TO WALL_
"909iftAVITY
LOADS ONLY. ALL UPLIFT LOADS ARE HANDLED BY QUICK -TIE INSTALLATION. SEE SHEET 11 FOR
r t r
D
I , I I TEL CABLE
r i i PANEL 115880 2868
ADD'L INFORMATION
c)
20 DRYWALL
ANCHOR W.H. i i ( i I I ARCH I I
,
8°
EXISTING 1/2" GYPSUM BD:
"X"
5.
INDICATES FILLED REINFORCED, VERTICAL BLOCK CELL - CONT. FROM FOOTING TO C.M.U. TOP COURT
BARRIER
TLOPNG
I I r I I( I I
�
a,
(5/$" TYPE GYP. BD.
POST TO
t t t I -
0 INDICATES $' CMU WALL. TOP OF +9'-4" ABOVE TOP OF SLAB. -
-
-
�-1-�
0 GARAGE CEILING W /
-
-
LIVING AREA ABOVE)
- _ - - NITS:-SEPARANON--WALL CONTINUOUS FRO -TOP
INDICATES H 2 R. FIRE SE1�Afi�AItON 1NA11-BBTWN. tJ
---
- � -
PROVIDE MIN. (3) STUD COL. & DBL I N
%Q
Y SLAB TO UNDERSIDE OF SECOND STORY ROOF DECKING. NO ELECTRICAL, PLUMBING, MECHANICAL, 0R
\
SYP 2X12 HDR @ ENLARGED (?PNC. i 6-1, 1/2" M
C14
I
OTHER BLDG. SERVICE SHALL BE WTHIN OR PENETRATE THE SEPARATION WALL
W t
o
I5/8
-'
PROVIDE (1 - LAYER OF '
385
I
EXISTING PRE-ENG'RED. PRECAST CONC. LINTEL &
8.
PROVIDE UL TESTED FIRE CAULKING ON ALL ELECTRICAL,PLUMBING AND MECHANICAL PENETRATION THROUGH RATED
-
TYPE X GIP BD. 2868
DBL 2x SYP P.T. PLATE W/ (1) 1/4"x4" TAPCON - 6" O.C.
WALLS AND COUNGS
O
AT GARAGE CEILING AND
-
1(2" GYP. BD. AT \
"
CAULK & FLASH
i
STAGGERED
(IN INCHES)
9.VENT
10,
GARAGE FRAME WALLS
5 -0
BATH 3
O EXISTING HEADER &
DOOR -WINDOWS
0
DESIGN CTR. I
o
9'-4" CLG. HT
-i--� N
I
9'-4" CLG. HT
INSTALL TEMPERED GLASS IN ALL SHOWER ENCLOSURES AND HAZARDOUS GLAZING LOCATIONS.
o
'
W
i
WINDOW
Q
13.
2x6
'� Z N
I
TEMP GLASS
r'1
V
14.
LINE" - INDICATES CHANGE IN FLOOR FINISH.
-_ -
10'-4" 2868 11'-5"
F1 I[ IQ
WALL
_
ma
_'
�o
I.- � m
Z
z
o
��
Q
z I
W i
a
�
t
R-11 MIN. INSULATION - TYP.
2X SPF STUDS AT 16' O.C. 0 WALLS FASTENED TOCD
U
w
.
o
GLS.
CT
STUDY
_
STUCCO VENEER BELOW WIND
EXISITNG FILLED CELL CMU OPNG. W/ � X2-3/4°
TAPCONS 8 O.C. - STAGGERED
0
LL
o
SALES OFFICE
0
9'-4" CLG. HT.
_' ks
°° �
I
t
I
'
.
P.T. SILL PLATE W 1 1/4"x2-3/4* TAPCON
2x SYP / (�
- 8" O.C. STAGGERED
0
"
9=4-CLG. HT
¢
7/8" THK. STUCCO OVER
I
"
Z
- -
- - - - - -
- - - -
- -
- - - -
_ �;
7 16" MIN. STRUCTURAL WALL
/
SHEATHING -SEE DETAIL FOR
I
2x P.T. FLR BUILT-UP 16 O.C. W/ 3/4 PLYWOOD
SHEATHING ABOVE -MATCH EX. F.F. - TEMPORARY
BRC. WALL
STONE BASE
REQ D. NAILING PATTERN
(OPT. STONE VENEER)
t
FASTENERS AS NECESSARY _
2
W/ 16"
I
�
sHT. s DBL C25 WINDOWS39.6
RETURN
I
_�
,
FINISH GRADE
3'-7°
EXISTING MONOLITHIC SLAB EDGE
STONE BASE
-SEE ELEV.
2 TYPICAL SECTION
GARAGE DOOR INFILL MALL -
SCALE: NTS
22'-0 1/2n
LEXINGTON
UNIT "A"
I
I
i
TAB
E
UNIT
JI
UNIT T
U BIT
UNIT
AREA
1 st STY. FLOOR PLAN
TAB
UNIT
1/4" = 1'-0"
UNIT T
U BIT
UNIT
AREA
BLDG.
1st STY. LIVING
834
734
680
O
CD
-TOTAL
3816
2nd STY. LIVING
946
901
a--•
v 2
cfl Z J�_ ob
946
4583
TOTAL LIVING
1780
_ U
caw!
16351
1780
8399
ENTRY
ca Luz
op�co
84
511
40
266
_
Q
=to
Q WQj
230
236
2301
238
1172
LANAI
41
/-NA
NA
NA
OLJL
L
TOTAL U.R.
2099
1916
1889
1916
WNL
rL
9919
_
Q
1sf STY FLOOR PLAN NOTES:
1.
ALL INTERIOR FRAME WALL ARE DRAWN AND DIMENSIONED TO BE 3 1/2' WIDE UNLESS OTHERWISE NOTED.;
O C-4
2.
ALL EXTERIOR BLOCK ARE SHOWN AND DIMENSIONED TO BE 7 5/8" WIDE UNLESS OTHERWISE NOTED.
r
3.
ALL FULL HEIGHT BLOCK WALLS WITH NO OPENINGS BTWN. GROUTED FILLED CELLS ARE CONSIDERED SHEAR WALLS.
t r
4.
INDICATES FRAME BEARING WALL WALLS DO NOT REQUIRE UPLIFT CONNECTORS DUE TO WALL_
"909iftAVITY
LOADS ONLY. ALL UPLIFT LOADS ARE HANDLED BY QUICK -TIE INSTALLATION. SEE SHEET 11 FOR
D
ADD'L INFORMATION
c)
20 DRYWALL
Y it
Y 1[ .
1 \OUGH
5.
INDICATES FILLED REINFORCED, VERTICAL BLOCK CELL - CONT. FROM FOOTING TO C.M.U. TOP COURT
SHELF
a,
6.
0 INDICATES $' CMU WALL. TOP OF +9'-4" ABOVE TOP OF SLAB. -
-
-
�-1-�
-
-
7,
- _ - - NITS:-SEPARANON--WALL CONTINUOUS FRO -TOP
INDICATES H 2 R. FIRE SE1�Afi�AItON 1NA11-BBTWN. tJ
---
- � -
%Q
Y SLAB TO UNDERSIDE OF SECOND STORY ROOF DECKING. NO ELECTRICAL, PLUMBING, MECHANICAL, 0R
36lr$ 63
OTHER BLDG. SERVICE SHALL BE WTHIN OR PENETRATE THE SEPARATION WALL
W t
8.
PROVIDE UL TESTED FIRE CAULKING ON ALL ELECTRICAL,PLUMBING AND MECHANICAL PENETRATION THROUGH RATED
1
WIDTH x HEIGHT
WALLS AND COUNGS
O
(IN INCHES)
9.VENT
10,
DRYER TO OUTSIDE THROUGH ATTIC OR WALL
PROVIDE 24`w. WALL CAVITY, VOID OF STUDS, BEHIND WASHER FOR PLUMBING BOX AND STACK.
-F-+
11.
PROVIDE 12 w. WALL CAVITY, VOID OF STUDS, AT SHOWER CONTROL VALVE LOCATION.
-i--� N
12.
INSTALL TEMPERED GLASS IN ALL SHOWER ENCLOSURES AND HAZARDOUS GLAZING LOCATIONS.
W
13.
-FSG- INDICATES WIND PRESSURE IN P.S.F. FOR WINDOW OPENING.
14.
LINE" - INDICATES CHANGE IN FLOOR FINISH.
NICHE
DETAIL
UNITS "B" / 'C" / "D"
15. REFER TO CONTRACT CHANGE ORDERS FOR FLOOR FINISHES. Lo
16. PROVIDE PORTABLE FIRE EXTINGUISHERS (FE) W/ WALL MOUNTED HANGERS AT LOCATIONS SHOWN.
0
Lu
o
J
DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS'
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO un
(( r�' HOMES FOR CLARIFICATION!`
' 3 of 14
M/I ORLANDO
TAB
UNIT
UNIT
UNIT T
U BIT
UNIT
AREA
BLDG.
1st STY. LIVING
834
734
680
734
834
-TOTAL
3816
2nd STY. LIVING
946
901
889
901
946
4583
TOTAL LIVING
1780
16351
1569
16351
1780
8399
ENTRY
40
51
84
511
40
266
GARAGE
230
236
2301
238
1172
LANAI
41
/-NA
NA
NA
41
82
TOTAL U.R.
2099
1916
1889
1916
2099
9919
15. REFER TO CONTRACT CHANGE ORDERS FOR FLOOR FINISHES. Lo
16. PROVIDE PORTABLE FIRE EXTINGUISHERS (FE) W/ WALL MOUNTED HANGERS AT LOCATIONS SHOWN.
0
Lu
o
J
DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS'
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO un
(( r�' HOMES FOR CLARIFICATION!`
' 3 of 14
M/I ORLANDO
V I . ■ ■ V
OKIF-u101 IR QATI=F) VIP" FIRE QF-TAQFIAAIT QFIGATI-IINIP
2nd STY, FLOOR PLAN
WDWROUGH.
OPNG.NOTE-
WASHER 36 7/8 x 63
PLUMB'GBOX
24' V(XD
STACKWIDTH x HEIGHT
PLACE DBL. (IN INCHES)
STUD ADJ. TO DBL. WALL
VENT PIPE STUD
STUD SPACING.
- -_
- DETAIL BASHER
7/8" EXT. PORTLAND CEMENT 1/2" x 81. THREADED ROD W/ 1" RND. WASHER
PLASTER ON PAPER BACKED SET IN EPDXY FILLED 5/8" DIA. DRILLED &
EXPANDED METAL LATH ON TYVEK CLEANED HOLE (4" MIN. EMBED INTO CMU WALL)
BOLT INSTALLATION NOTES; 3" MIN. EDGE DISTANCE
• BOLTS SHALL NOT BE INSTALLED IN A HORIZONTAL LINE ON OPPOSITE SIDES OF SEPARATION.
WALL -STAGGER 4" VERTICALLY FROM BOLT ON OPPOSITE SIDE OF WALL
TYP. CMU TO FRAME WALL DETAIL AT SEPARATION WALL
SCALE: 3'=1'-0'
LATEST REVISION
DATE TO MASTER:
01-10-12
w
0 `��11
V
LLI
W
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LLI
O
■
2668
TAB
U, _
/2n
UCIT
-- --- 3'-51/2"
U AT
TOTAL
_co -
AHU I RA ` _________ -
834
734
4-41/2n2650 BELOW N N
734
w
i�
2468AC 2668 2668
LL -
L00
946
CHASE
■
901
946
4583
TOTAL LIVING
1780
1635
1569
10'-111/2° -cn 10'-51/2" -
■
■
8'-0° C -G. HT. 8'-0n CLG. HT.
o BED 2 BED 3
•
.
C14 CARPET CARPET
o
00
co
4X6 LVL POST BRG.
GARAGE
o
0 BLK WALL BELOW 4.
236
230
EGRESS ROOF BELOW a
1172
p
, - 37.7
°
o
NA
°
82
TOTAL U.R.
2099
1916
5040HR
1916
2099
°o a
EGRESS7\BELOWl
-T-7 -,�
f
5'-11n 5-5 1/2"
SARATOGA
UNIT ficin
OPTIONAL SARATOGA - UNTI „iCIII< - 3RD BEDROOM.
SCALE: 1/4n=1' -O"
V I . ■ ■ V
OKIF-u101 IR QATI=F) VIP" FIRE QF-TAQFIAAIT QFIGATI-IINIP
2nd STY, FLOOR PLAN
WDWROUGH.
OPNG.NOTE-
WASHER 36 7/8 x 63
PLUMB'GBOX
24' V(XD
STACKWIDTH x HEIGHT
PLACE DBL. (IN INCHES)
STUD ADJ. TO DBL. WALL
VENT PIPE STUD
STUD SPACING.
- -_
- DETAIL BASHER
7/8" EXT. PORTLAND CEMENT 1/2" x 81. THREADED ROD W/ 1" RND. WASHER
PLASTER ON PAPER BACKED SET IN EPDXY FILLED 5/8" DIA. DRILLED &
EXPANDED METAL LATH ON TYVEK CLEANED HOLE (4" MIN. EMBED INTO CMU WALL)
BOLT INSTALLATION NOTES; 3" MIN. EDGE DISTANCE
• BOLTS SHALL NOT BE INSTALLED IN A HORIZONTAL LINE ON OPPOSITE SIDES OF SEPARATION.
WALL -STAGGER 4" VERTICALLY FROM BOLT ON OPPOSITE SIDE OF WALL
TYP. CMU TO FRAME WALL DETAIL AT SEPARATION WALL
SCALE: 3'=1'-0'
LATEST REVISION
DATE TO MASTER:
01-10-12
w
0 `��11
V
LLI
W
-` c
LLI
O
■
�0LLJ
TAB
UNIT
A
UB
UCIT
UNIT
B
U AT
TOTAL
1st STY. LIVING
834
734
680
734
w
O
LL -
L00
946
901
889
901
946
4583
TOTAL LIVING
1780
1635
1569
1635
1780
8399
ENTRY
40
511
84
51
00
co
266
GARAGE
w
WALL LEGEND
INDICATES 2x4 BEARING WALL W/ QUICK TIE SYSTEM HOLDDOWNS FROM TOP OF IST
STORY BLOCK WALL TO SECOND STORY TOP PLATE, SEE SHEET 11 FOR ADD'L.
INFORMATION
INDICATES 2x4 BEARING WL ABOVE LAM. BEAM. PROVIDE STRAPPING PER DETAIL
#5 ON SHT. 12
INDICATES 2 -HR. FIRE SEPARATION WALL BTWN. UNITS. SEPARATION WALL
CONTINUOUS FROM TOP OF FIRST STORY SLAB TO UNDERSIDE OF SECOND STORY
ROOF DECKING. NO ELECTRICAL, PLUMBING, MECHANICAL, OR OTHER BLDG SERVICE
SHALL BE WITHIN OR PENETRATE THE SEPARA1fON WALL REFER TO SEPARATION
WALL DETAIL(s) FOR ADDITIONAL INFORMATION.
AREA
�0LLJ
TAB
UNIT
A
UB
UCIT
UNIT
B
U AT
TOTAL
1st STY. LIVING
834
734
680
734
-834
3816
2nd STY. LIVING
946
901
889
901
946
4583
TOTAL LIVING
1780
1635
1569
1635
1780
8399
ENTRY
40
511
84
51
40
266
GARAGE
238
230
236
230
238
1172
LANAI
41
NA
NA
NA
41
82
TOTAL U.R.
2099
1916
1889
1916
2099
9919
W
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0
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4 WAY SWITCH
-�
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CP
G.F.I. DUPLEX OUTLET
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CEILING MOUNTED DUPLEX OUTLET
UC
UNDER COUNTER DUPLEX OUTLET
®
CLG. MOUNTED OUTLET FOR GAR. DOOR OPENER
LJ
PRE -WIRED JUNCTION BOX
FAN
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BOO
CEILING MOUNTED LIGHT FIXTURE
AVP
CEILING MOUNTED -VAPOR PROOF LIGHT FIXTURE
ATTIC
P.C. LCT.
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rRECESSED
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VP
RECESSED -VAPOR PROOF LIGHT FIXTURE
.-Q
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CH
-0 L.T.
COACH LIGHT (PRE -WIRE AS NOTED)
HOMES FOR CLARIFICATION!
FLOOD LIGHT
0 1,41
1'x4' FLUORESCENT LIGHTING
O
2x4
2'x4' FLUORESCENT LIGHTING
[
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WAIL MOUNTED INCANDESENT STRIP
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O
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01 W
ELECTRICAL METER
TELEVISION OUTLET
TELEPHONE JACK
m
NETWORK JACK
ELECTRICAL NOTES.
1. ELECTRICAL LAYOUT SHOWN IS SCHEMATIC. ELECTRICAL CONTRACTOR SHALL
VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET ALL APPLICABLE LOCAL,
STATE AND 2008 NEC.
2. ALL FAN, PHONE AND T.V. PREWIRE LOCATIONSSHALL BE DETERMINED &
VERIFIED AT PRE -CON MTG.
3. ALL RECEPTACLE OUTLETS SHALL BE PROTECTED BY ARC -FAULT CIRCUIT
INTERRUPTER(S) AND SHALL 'TAMPER-RESISTANT" PROTECTION DEVICE.
4. ALL GARAGE OUTLETS SHALL BE G.F.I.
5. ALL SMOKE DETECTORS SHALL BE HARD WIRED & EQUIPPED W1 BATTERY
BACK-UP & WIRED IN SUCH A MANNER THAT ACTUATION OF ONE ALARM
WILL ACTUATE ALL ALARMS.
G. CARBON MONOXIDE ALARMS SHALL BE INSTALLED WITHIN 10'-0" OF EACH
DESIGNATED BEDROOM.
7. ALL EXHAUST FANS SHALL BE VENTED TO THE EXTERIOR.
8. ALL RECEPTACLES IN DAMP AND WET LOCATIONS SHALL BE WEATHER
RESISTANT TYPE DEVICES.
9. ALL GARAGE SET W.H. SHALL HAVE PROTECTIVE POST, AS REQ'D.
Wl ORLANDO
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TQ BE REPORTED TO MIA
HOMES FOR CLARIFICATION!
Wl ORLANDO
TA
DOWNSTAIRS
T = SD
OPT FAN
1 P.w.
BR. 3
1 T FAN
P.W. \
BR. 2
-777
SARATOGA
UNIT lic,l
OPTIONAL SARATOGA UNTI C 3RD BEDROOM.
SCALE: 1/4"=l' -O'
2nd STY. ELECTRICAL PLAN
ELECTRICAL LEGEND
�
STANDARD SWITCH
'
3 WAY SWITCH
4 WAY SWITCH
�. i
-_
DIMMER SWITCH
FIE
PUSH BUTTON
�
DUPLEX OUTLET
A
G.F.I. DUPLEX OUTLET
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220
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C
CEILING MOUNTED DUPLEX OUTLET
UC
UNDER COUNTER DUPLEX OUTLET
CLG. MOUNTED OUTLET FOR GAR. DOOR OPENER
IUD
PRE -WIRED JUNCTION BOX
FAN
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PRE -WIRED FAN JUNCTION BOX
CEILING MOUNTED LIGHT FIXTURE
�v
CEILING MOUNTED -VAPOR PROOF LIGHT FIXTURE
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{
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VP
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WALL MOUNTED LIGHT FIXTURE
COACH
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W
FLOOD LIGHT
Q 1x4
1'x4' FLUORESCENT LIGHTING
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2x4
2'x4' FLUORESCENT LIGHTING
FLUORESCENT STRIP
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UNDER CABINET FLUORESCENT STRIP
q Q q Q
WALL MOUNTED INCANDESENT STRIP
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( E.F.
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SMOKE & CARBON
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$�
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TELEVISION OUTLET
TELEPHONE JACK
�-m
NETWORK JACK
ELECTRICAL NOTES:
1. ELECTRICAL LAYOUT SHOWN IS SCHEMATIC. ELECTRICAL CONTRACTOR SHALL
VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET ALL APPLICABLE LOCAL,
STATE AND 2008 NEC.
2. ALL FAN, PHONE AND T.V. PREWIRE LOCATIONS SHALL BE DETERMINED &
VERIFIED AT PRE -CON MTC.
3. ALL RECEPTACLE OUTLETS SHALL BE PROTECTED BY ARC -FAULT CIRCUIT
INTERRUPTER(S) AND SHALL "TAMPER-RESISTANT" PROTECTION DEVICE.
4. ALL GARAGE OUTLETS SHALL BE G.F.I.
5. ALL SMOKE DETECTORS SHALL BE HARD WIRED & EQUIPPED W/ BATTERY
BACK-UP & WIRED IN SUCH A MANNER THAT ACTUATION OF ONE ALARM
WILL ACTUATE ALL ALARMS.
6. CARBON MONOXIDE ALARMS SHALL BE INSTALLED WITHIN 10'-0" OF EACH
DESIGNATED BEDROOM.
7. ALL EXHAUST FANS SHALL BE VENTED TO THE EXTERIOR.
8. ALL RECEPTACLES IN DAMP AND WET LOCATIONS SHALL BE WEATHER
RESISTANT TYPE DEVICES.
9. ALL GARAGE SET W.H. SHALL HAVE PROTECTIVE POST, AS REQ'D.
LATEST REVISION
DATE TO MASTER:
01-10-12
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7 of 14
M/I ORLANDO
F_
I v
v1 141 1 n
w a
i
ui. I Ln[.J 7 1/2" CURB
VARIES BRG. WALL
VARIES VARIES VARIES VARIES TYPICAL EDGE
�, = VARIES
f VARIES z
z FIN: FIN,
00 00
_
4 p 4.; 4* F3�-#�5
ic
I SLAB z -4- z 5 BARZ � 4, 4ao o o p cENTRY 3-5 BARS AT 24 O.C. 4 3- 5 BARS 43- 5 BAR0 O WV� Jo # S
VERS CONT. ON CONT: ON O O CONT. ON O O PIPINGlk 4- BARS2- BARS 3 BARS RS CHAIRS . _.CHAIRS . CHAIRS
1-10 2 -O CONT: ON CHAIRS 2 01 8 PIPE (8 DIA. MAX:}
CONT. ON 1-1d CONT. (Nd 1-tdN
CHAIRS SLEEVE DIA. LARGER THAN PIPE
CHAIRS CHAIRS i )
RAISED S CURB FTG.
RAISEQ CURB U G INT. BLK. WALL FTG. AT SLAB
TYP.1 STY.r3k'�3B INT. BRG. WALL -FTG. TYP. 2 STY.4TYP, .PIPE THR F .z�J TG
AT GARAGE EXT. BTWN. GARAGE STEP DN. BTWN. A
SLAB EDGE SLAB EDGE
GARAGE
AT SLAB STEP DN.
DETAIL AS REQ D
WALLS INT. WALLS ADJ. UNIT INTERIOR WALLS
-
VERIFY
DOOR Mw[ UF.
SLOPE 11 1/2' 8' CMU STEM MONO
BRG. WALL PRO WALL�BAR DOWEL MONO STEM
AT EA. REINF. EXTEND STEM WALL FTG.
SLOPE AN. FILLED CELL - '
ON
GRADE DEPTH OF REBAR 2 1 INTO MONOLITHIC
MONOLITHIC SLAB PAVERS E
o i EDGE TO MATCH SLAB SIAL CEMENT/
_ 1 z
h5 BAR BOT. OF STEM WALL SAND BASE
• --- DRIVE o VARIES -1 � . .
o 4n AT 24 O.C. FTG.
p O WAY p p a t� c
3 - 5 s CONT: TOP Of FTG:
(3
N CHAIRS'
U J FlN.
s 4- BARS � -1-1 1 2 A.F.F. � Z cR
p 3 5 BARS 16 1 CONT. / z ADE
1-8 n 1'-0" 1 CONT. _ o
COIL ON 8 2 -0 COWL ON CHAIRS 1 45
CHAIRS 1
•J s • I= m
7 STEM WALL 2 6
Q
SLAB EDGE G G. AT
PATI ( TYPI
Ol ENTR ! _ CAL FTG. 4 5 FTG. REBARS
INT. F s , . CONT. CONC. RAME-BRG.. s INT. NON BRG. SLAB
9 GOUT: 2 -d 14
FTG. BRICK PAVER DETAIL
WALL FTG. GARAGE DOOR OPNG.
SLAB EDGE STEP DN. FTG. INT. SEPARATION
sW1 xx
STEM -.FALL DETAIL STEM WALL FTG. TO MONO
WALLS.
AT ENTRY SLAB EDGE TRANSITION
FOUNDATION NOTES: -
1: 0 INDICATES FILLED CELL W/ 3,000 PSI GROUT W/ 1-#5 REBAR
UNLESS NOTED OTHERWISE.
2. DO NOT SCALE PRINTS! CONSTRUCT FROM CALCULATED DIMENSIONS
ONLY. ANY DISCREPANCIES TO BE REPORTED TO M/I HOMES FOR
CLARIFICATION.
3. REFER TO PLUMBING PLAN FOR FIXTURE, PLUMBING WALL, AND CONCUIT UNDER
SLAB LOCATIONS.
4. AC PADS TO BE 12' MIN. CLEARANCE FROM SLAB EDGE.
5. T.O.E. = TOP OF FOOTING
~
LATEST REVISION
Q
DATE TO MASTER:
01-10-12
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FOUNDATION NOTES: -
1: 0 INDICATES FILLED CELL W/ 3,000 PSI GROUT W/ 1-#5 REBAR
UNLESS NOTED OTHERWISE.
2. DO NOT SCALE PRINTS! CONSTRUCT FROM CALCULATED DIMENSIONS
ONLY. ANY DISCREPANCIES TO BE REPORTED TO M/I HOMES FOR
CLARIFICATION.
3. REFER TO PLUMBING PLAN FOR FIXTURE, PLUMBING WALL, AND CONCUIT UNDER
SLAB LOCATIONS.
4. AC PADS TO BE 12' MIN. CLEARANCE FROM SLAB EDGE.
5. T.O.E. = TOP OF FOOTING
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2. DO NOT SCALE PRINTS! CONSTRUCT FROM CALCULATED DIMENSIONS
ONLY. ANY DISCREPANCIES TO BE REPORTED TO M/I HOMES FOR
CLARIFICATION.
3. REFER TO PLUMBING PLAN FOR FIXTURE, PLUMBING WALL, AND CONCUIT UNDER
SLAB LOCATIONS.
4. AC PADS TO BE 12' MIN. CLEARANCE FROM SLAB EDGE.
5. T.O.E. = TOP OF FOOTING
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FOUNDATION NOTES: -
1: 0 INDICATES FILLED CELL W/ 3,000 PSI GROUT W/ 1-#5 REBAR
UNLESS NOTED OTHERWISE.
2. DO NOT SCALE PRINTS! CONSTRUCT FROM CALCULATED DIMENSIONS
ONLY. ANY DISCREPANCIES TO BE REPORTED TO M/I HOMES FOR
CLARIFICATION.
3. REFER TO PLUMBING PLAN FOR FIXTURE, PLUMBING WALL, AND CONCUIT UNDER
SLAB LOCATIONS.
4. AC PADS TO BE 12' MIN. CLEARANCE FROM SLAB EDGE.
5. T.O.E. = TOP OF FOOTING
CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO MY
HOMES FOR CLARIFICATION!
Z
8 of 14
MA ORLANDO
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PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO MY
HOMES FOR CLARIFICATION!
Z
8 of 14
MA ORLANDO
I t V-0
LINTEL NOTES:
1. REFER TO PLAN(S) FOR BOTTOM OF LINTEL HEIGHTS.
2. CONCRETE IN LINTEL SECTIONS SHALL BE 3000 PSI @ 28 DAYS
3. REBAR STEEL SHALL BE MIN. GRADE 40 DEFORMED.
4. LINTELS MANUFACTURED BY QUALITY PRECAST ARE ACCEPTABLE PER FL.
PRODUCT APPROVAL
5. ADD'L CONC. RLL W/ 1-J5 BAR IN 'U" LINTELS IS ACCEPTABLE
BUT NOT REQUIRED FOR LINTEL SECTIONS #2 AND j2R.
LINTEL SECTIONS:
8"H; PRECAST "U° LINTEL
F77 -7 ON TOP COURSE FILL
W/ CONC. 1-5
3: (MIN. 6-1/2BRG. ON ENDS)co
8'H. RECESSED PRECAST
'U' LINTEL -UNFILLED W/ 1-#5
� -
O(MIN. 6-1/2' BRG. ON ENDS) 1R
8"H. KNOCKOUT CMU TOP _.
COURSE FILL W/ CONC. & 1=#5
FELT PAPER OR SCREEN
o
o UNFILLED CMU COURSE(S) =N
8"H. PRECAST 'U' LINTEL -
UNFILLED
(MW. 4' BRG.ON ENDS)
8'H. RECESSED PRECAST t _
"U" LINTEL -UNFILLED
(MIN. 4" BRG. ON ENDS) 2R
'8"H. KNOCKOUT CMU TOP ;1
COURSE FILL W/ CONC. & 1-#5
`n 8°171. PRECAST OR PRESTRESSED
'U" LINTEL -FILL W/ CONC. & 1-/5 s'
+'. (MIN. 6-1/2 BRG. ON ENDS)
8'H. RECESSED PRECAST --�
'U" LINTEL -FILL W/ CONC. & 1-15
(MIN. 6-1/2' ORG. ON ENDS) 3R
a - 87H. KNOCKOUT CMU TOP ;
COURSE FILL W/ CONC. & 1-#5
1 -
CMU COURSE(S) FILL
o W/ CONC. o
1-1. PRECAST OR PRESTRESSED
"U" LINTEL FILL W/ CONC. & 1-p
�.` (MIN. 6-1/i° BRG. ON ENDS) f -
1st STY. MASONRY PLAN
LATEST REVISION
V
�ZF-2
M Lu
DATE TO MASTER:
1Cu W_-- m:
8'H. RECESSED PRECAST- ---�
Q LL N LJ-
"U' LINTEL -FILL W/ CONC. & 1-J5
(MIN. 6-1/2 BRG. ON ENDS) 4R
w
8"H. KNOCKOUT CMU TOP
W_
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0
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AACSAR8ROUIHO W/
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7AZ:
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4"1-1. CMU FILL W/ CONC.
11..1
�
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8'H: PRECAST 'U' LINTEL
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1st STY. MASONRY PLAN
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LINTEL NOTES:
1. REFER TO PLAN(S) FOR BOTTOM OF LINTEL HEIGHTS.
2. CONCRETE IN LINTEL SECTIONS SHALL BE 3000 PSI 0 28 DAYS
3. REBAR STEEL SHALL BE MIN. BADE 40 DEFORMED.
4. LINTELS MANUFACTURED BY QUALITY PRECAST ARE ACCEPTABLE PER FL.
PRODUCT APPROVAL.
5. ADDT CONC. FILL W/ 1-15 BAR IN °U" LINTELS IS ACCEPTABLE
BUT NOT REQUIRED FOR LINTEL SECTIONS #2 AND 12R.
LINTEL SECTIONS:
8"H. PRECAST 'U" INTEL
ON TOP COURSE FAL s:
3 � W/ NIC. CO
(MIN. 6i /2' BRG. ONENDS)
eH. RECESSED PRECAST ---'
°U' LINTEL -UNFILLED W/.1-5
(MIN. 6-1/2' BRG. ON ENDS} 7Ff
8'H, KNOCKOUT CMU TOP
COURSE FILL W/ CONC. & 1-#5 ' •
FELT PAPER OR SCREEN
coo
o UNFILLED CMU COURSES) N
8"H. PRECAST 'U° LINTEL -
UNFILLED
(MIN. 4' BRG.)N ENDS)
81H. RECESSED PRECAST
"U" LINTEL -UNFILLED
(MIN. 4° BRG. ON ENDS) 2R
8"H. KNOCKOUT CMU TOP a ,r
COURSE FILL W/ CONIC. & 1-P
8'H. PRECAST OR PRESTRESSED
"U" LINTEL. -FILL W/ CONC. & 1-#5
•' (NIN. 6-1J2' BRG. ON ENDS)
8% RECESSED PRECAST t- --J
°U" LINTEL -FILL W/ CONC. & 1-5
(MIN. 6-1/2- BRG. ON ENDS) (3R j
s 8'H. KNOCKOUT CMU TOP
COURSE FILL W/ CONC. & 1-#5
CMU COURSE(S) RLL d;
o W/ CONIC. o
O OO
8nH: PRECAST OR PRESTRESSED
'U' LINTEL -ALL W/ CONC. & 1-J5
(MIN. 6-1/2 BRC, ON ENDS)
4 -ft 814. RECESSED PRECAST L ----J
"U' LINTEL RLL W/ CONC. & 1-#5
(4 J (MIN. 6-1/2' BRG. ON ENDS) �#Z
\� 8'H. KNOCKOUT CMU TOP
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3 SAIUPS_ _w/
ACI 180' HOOK
CN
16' O.C.
8"H. PRECAST OR PRESTRESSED
'U" LINTEL -FILL W/ CONC. & 1-J5
(MIN. 6-1/2' BRG. ON ENDS)
s
4"H. CMU FILL W/ CONC.
8'H, PRECAST "U' LINTEL
�. ON TOP COURSE FILL
-� W/ CONC. 1-#5
(MIN. 6-1/2` BRG. ON ENDS)
2nd STY. MASONRY PLAN
LATEST REVISION
DATE TO MASTER:
01-10-12
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11 of 14
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PRE—ENGINEERED ROOF
TRUSS OR CONY.
FRAMED RAFTER
SIMPSON "HETA20"
STRAP AT EA. TRUSS
NAILS PER SCHEDULE
I
"HETA20" STRAP
NAILING SCHEDULE
UPLIFT
VALUE
# OF NAILS
REQUIRED
1810
(9)10d x 1-1/2"
1200
(6)10d x 1-1/fl
800
410d x 1-1
2x4 X -BRACING AT 2x4 BOX FRAME AT 48 O.C. MAX. W/ OSB
48 O.C. MAX. 1N SHEATHING EA. (CONNECT TO 2x4 W/ GABLE END FLR. TRUSS
FLOOR TRUSSES 16" DP. FLOOR FIRST 2) TRUSS BAYS - 8d NAILS AT 6 O.C.) AT FIRST (2) TRUSS OR LAM. BEAM PER PLAN
AT 24 O.C. MAX. 2x4 CONT. RIM BOARD CT OR / PARRALLEL TO WALL
[AT TOP & BOT. CHORD TRUSSES PER PLAN CONNE EA. BAYS -CONNECT EA. CORNER W 2)104
CONNECT TO EA. FLR. W/ (2)104 TOENAILS TOeNAILS SETBACK FACE OF 16" DP: FLOOR
TRUSS W/ (4)164 NAILS 16" DP. GABLE END FLR. TRUSS OR TRUSS OR BEAM 1/2' TRUSSES W/ MID
FROM FACE OF BLOCK SPAN BRG.—FILL
SETBACK FACE OF 16'' DP. LAM. BEAM PER PLAN CMU WALL ALL NAIL HOLES
RIM BOARD 1/2" FROM SETBACK FACE OF RIM SIMPSON "HETA20" ANCHOR
CMU WALL FACE OF BLOCK BOARD 1 2" FROM FACE " AT 24' O.C. MAX. — PROVIDE
�> �OF BLOCK 4 DIMENSION TO SOLID 2x4 VERT. BLKG. BTWN. TRUSS TOP
" STRAP FROM FACE & BOT. CHORDS FOR NAILING
CONC. SIMPSON "HETA20"
2 MIN. DIMENSION SIMPSON "HETA20" ANCHOR ALTERNATE OF BLK. WALL FILL ALL NAIL HOLES BLK. AT EA. FLR. TRUSS—
AT EA. FLOOR TRUSS - CONC. BLOCK WALL PROVIDE SIMPSON ALTERNATE ANCHOR AT WALL FILL ALL NAIL HOLES
CMU WALL TO STRAP FROM FILL ALL NAIL HOLES 4 O.C. MAX. - PROVIDE SOLID 2x4 BRACING BTWN.
FACE OF BLK. WALL 4 DIMENSION TO STRAP VERT. BLKG. BTWN. TRUSS TOP & BOT:
FROM FACE OF BLK. WALL CHORDS FOR NAILING FILL ALL NAIL FLR. TRUSSES
HOLES
T TYPICAL FLR. TRUSS 1 BFM
TYPICAL TRUSS a TYPICAL FLR. TRUSS 1 BEAM -
TR T M WALL
� PERIMETER WALL DETAIL
FLR USS O CMU
1 2
M WALL
BLOCK WALL CONNECTION PERPENDICULAR TO CMU PARALLEL M WALL
PA L 0 CMU
TRUSSES PARRALLEL TO WALL��l2 212 * 12 1STRAP CONNECTION
v�SE NOTED ON THE PLANUNLESS OTHEROBTAINED FROM S€REED NUPLIFT LOAD REQUIREMENTS UPLIFT STRAP CONNECTIOUPLIFT STRAP CONNECTION
ENGINEERING DRAWINGS FROM TRUSS MANUF: MID SPAN BEARING CONDITION
*UNLESS OTHERWISE NOTED ON THE PLAN *UNLESS OTHERWISE NOTED ON THE PLAN
SIMPSON "LSTA12° OR QUICK -TIE "LS12" FLAT STRAP
CONNECTING EA. 2ND STY. STUD TO TOP PLATE
CENTER STRAP ON BOT OF TOP PLATE
WDW. OPENING
PER PLAN
3 PLY 16" DP.
2 or 3 PLY 16" DP. DBL. STRAP AT
FLAT FLAT GIRDER TRUSS
CONC. BLOCK EA. SIDE OF OPNG.
GIRDER TRUSS WALL CMU SEPARATION
CONNECT HANGER TO
WALL BTWN. UNITS
CMU WALL W/
(6)" 1/4"x2-1/2' SIMPSON "TITEN SIMPSON "LGT3-SDS2.5" W
HD
(21)164 SINKERS TO COLUMN &
SDS 1//4'x2 1/2'
2 PLY SIMPSON LGUM28-2
HANGER W 6 SDS— 1/4"x2
SCREWS TO GIRDER
1/2 SCREWS TO TRUSS 3.5"x6" LVL
(2435# MAX UPLIFT) COLUMN
GIRDER TRUSS OR LVL
3 PLY—SIMPSON LGUM283
CONNECTOR VARIES SEE BEAM PER PLAN
WN
HANGER W 6 SDS— 1/4"x2 PLAN FOR -INFORMATION /,,,EPDXY.
PSON "HTT16" W/ SIMPSON °HTT1A D ROD
/ OW[ 5%%8 THREADED ROD TO
1/2' SCREWS TO TRUSS SIMPSON "LSTA12" OR QUICK—TIE "LS12" FLAT STRAP8 THREADED ROD SLAB—SETIN EPDXY FILLED
/ BLK WALL—SET IN "
(3575 # MAX UPLIFT) CONNECTING EA. 2ND STY. STUD TO GIRDER TRUSS OR HOLE W 5 MIN EMBED
FILLED HOLE /BEAM. CENTER STRAP ON BOT. OF TRUSS OR' BEAMFILL ALL NAIL HOLES
W/ 5MCN. -EMBED
FILL ALL NAIL HOLES
FLATG IRDERTRUSS -
2ND TY FME WALL TO GIRDER
S
GIRDER TRUSS TO
s
7 s
i
T M WALL
TO U
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HANGER CONNECTION
2
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2
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PER PLAN B K. ALL—SET IN EPDXY FILLED
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CONC. BLOCK WALL
BEAM I GIRDER TRUSS
s
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U.
12
STRAP CONNECTION
16" DP. FLAT GIRDER TRUSS
OR 16" DP. FLOOR .TRUSS CONC. BLOCK
WALL
CONNECT HANGER TO
CMU WALL W/
PROVIDE WD. SHIMS AS Q2) 1/4 x2 3/4 SIMPSON
REQ'D. TO FILL GAP BTWN. BTEN' SCREWS
HANGER AND TRUSS
SIMPSON °HU46' HANGER W/
(6) 10d NAILS TO TRUSS
10 ussaGU
TR T M WALL
�2 HANGER CONNECTION
13" DP. FLAT GIRDER TRUSS
OR 16" DP CONC. BLOCK FLOOR TRUSS WALL
CONNECT HANGER TO
CMU WALL W/ "
12 14"x2 3/4" SIMPSON
PROVIDE WD. SHIMS AS TITEN SCREWS
REQ D. TO FILL GAP BTWN.
HANGER AND TRUSS
SIMPSON HU26 OR HU26-2
HANGER W/ (6) 10d NAILS
TO TRUSS
TRUSS TO CMU
WALL
11
12
HANGER CONNECTION
LATEST REVISION
DATE TO MASTER:
01-10-12
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FRAMING PLAN NOTES;
1. PERMANENT OR TEMPORARY BRACING OF TRUSSES PER HIB91. ANY ADDITIONAL TRUSS BRACING
REQUIRED WILL BE DETERMINED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS DIAGRAMS.
2 ALL TRUSS TO TRUSS CONNECTORS TO BE SUPPLIED BY TRUSS MANUFACTURER.
3. INDICATES #2 SYP OR BETTER 2x4 BLKG. AT 48' O.C. BTWN. TRUSS BOT. CHORDS
W/ (2)-16d COMMONS TOE -NAILED EA. SIDE. (TYP. AT 1ST (4) TRUSS BAYS AT ALL
GABLE ENDS UNLESS OTHERWISE SHOWN ON THE PLAN)
4. ALL OVERHANGS TO BE 12 UNLESS OTHERWISE NOTED ON FRAMING PLAN OR ELEVATIONS,
5. PROVIDE MIN. (2)-10d TOE—NAILED COMMONS AT EA TRUSS BEARING BOTTOM CHORD TO TOP
PLATE AT ALL FRAME BRG. WALLS. (ADDS 150 LBS UPLIFT CAPACITY TO STRAP CAPACITY)
6. ALL INTERIOR FRAME BEARING WALLS SUPPORT GRAVITY LOADS ONLY (NO UPLIFT CONNECTORS
REQ'D.)
7. FLOOR TRUSS TOP CHORD BEARING CONDITION ON 13" OP. GIRDER TRUSS OR BEAM.
8. IST STY. OR 2ND STY.PLUMBING WALL, TOILET, OR FLOOR FITTING.
9. PROVIDE AC DUCT RUN THRU FLOOR TRUSSES - MAXIMIZE OPENING AT CENTER OF SPAN
10.PR VIDE 12 LEDGER BO T W 10 10d NAILS AT EA. VERT. STUD.
O 2x LGE (BOTTOM A . TRUSS BRG HT.
11.PROVIDE 24 LEDGER AS REQ'D. FOR FLOOR DECK NAILING.
12.ALL GIRDERS SHOWN SINGLE PLY. FOR CLARITY — SEE TRUSS ENGINEERING FOR REQUIRED NUMBER
OF PLIES.
DESIGN LOADS:
ROOF LOADS:
LIVE - 20 PSF.
DEAD - 17 PSF, (T.C. - 7 PSF:), (B.C. - 10 PSF.)
BOTTOM CHORD NON -CONCURRENT LIVE LOAD - 10 PSF.
WIND SPEED - 120 MPH./3 SEC. GUST
EXPOSURE CATEGORY - "C' - ENCLOSED BUILDING TYPE.
FLOOR LOADS:
LIVE - 40 PSF.
DEAD - 15 PSF (T.C. - 10PSF.), (B.C. 5 PSF.)
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4
12 of 14
M/I ORLANDO
INDICATES AREA WITH 7116" FIRE RETARDANT TREATED
WOOD ROOF SHEATHING -
INDICATES AREA WITH 7116" FIRE RETAR[
WOOD ROOF SHEATHING -
TREATED
2nd STY. FR
1/4' = 1'-0n
DOUBLE K.O. BLOCKS
W/ (1) #5 0 EA. COURSE
r(9
8)3/8" x 4" TITEN HD
•
•
" x 2 1/2"SDS SCREWS
ER
N LGUM410 HANGER
#1 GIRDER TRUSS
j3 CONNECTION DETAIL
PLAW A
SIMPSON "H-10" TIE AT EA. TRUSS—
FILL ALL HOLES WITH 8d x 1 1/2" NAILS
1"
STRAP FOR UPLIFTS UP TO 850 LBS.
2 MTS12" STRAPS FOR UPLIFTS BTWN. 860 AND 1720 LBS.
ADD'L. STRAP TO BE
INSTALLED ON OPPOSITE
SIDE OF TRUSS
PRE—ENGINEERED ROOF
TRUSS OR CONV.
FRAMED RAFTER
CONT. DBL FRAME BEARING WALL,
2x TOP PLATE BEAM, OR GIRDER TRUSS
TYPICAL TRUSS TO FRAME WALL
BEAM, OR FLAT GIRDER TRUSS
UPLIFT STRAP CONNECTION
* UNLESS OTHERWISE NOTED ON THE PLAN
$ SEE TYPICAL WALL SECTION FOR PLATE TO STUD CONNECTION
UPLIFT LOAD REQUIREMENTS OBTAINED FROM SEALED
ENGINEERING DRAWINGS FROM TRUSS MANUF.
Roof Girder Connector Schedule
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Connector
Uplift
Grav"
Mark
Manlrf.
Model No.
Q .
Load
Load
Fasteners 1 Remarks
1
SIMPSON
MTS12
2
1720
�z
(14) 1 O x 1-192" EA.
2
SIMPSON
LGT2
1
1785
O
(14) 16d SINKERS AT WALL
W
06) 16d SINKERS AT GIRDER
3
SIMPSON
MGT
1
3330
0 C/)
(1) 518" DIAM. BOLT & (22)-10d
J
HDU4
1
3600
(10) -1/4" x 2 1/2" SDS SCREWS
4
SIMPSON
HU28
1
575
2450
6L TITEN 1!4" x-2 — TO — -
4 1 Od x 1 112" TO TRUSS
5
SIMPSON
HU28-2
1
1085
4350
124_- TITEN 1/4" x 2 314" TO CMU
— —
6 10d TO TRUSS
6
SIMPSON
HU410
1
1810
5085
18)_ TITEN 114" x 2 3/4" TO CMU
— —
10 1 Od TO TRUSS
7
SIMPSON
LGUM410
1
3575
9620
8L TITEN HD 3/&'x 4" TO CMU
8 1/4'" x2 112" SDS SCREWS
8
SIMPSON
HTT16
1
3480
1L5/8 - DIAM. BOLT TO CMU
OR
-----
—
--
----
(18)16dTOSTUD _
$L TITEN 1/4"x2 TO
MSTCM40
1
3300
— —
22 16d SINKERS TO STUD
FRAMING PLAN NOTES:
1. PERMANENT OR TEMPORARY BRACING OF TRUSSES SHALL BE PER HIB91. ANY ADDITIONAL TRUSS
BRACING REQUIRED SHALL BE DETERMINED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS
DIAGRAMS.
2. ALL TRUSS TO TRUSS CONNECTORS SHALL BE THE RESPONSIBILITY OF TRUSS MANUFACTURER.
3. M INDICATES #2 OR BETTER 2x4 BLK'G. AT 48" O.C. BTWN. TRUSS BOT. CHORDS W/
(2)-16d COMMONS TOE -NAILED EA. SIDE. (TYP. AT 1ST (4) TRUSS BAYS AT ALL GABLE ENDS
UNLESS OTHERWISE SHOWN ON THE PLAN)
4. ALL OVERHANGS SHALL BE 12"UNLESS NOTED OTHERWISE ON FRAMING PLAN OR ELEVATIONS.
5. PROVIDE MIN. (2)-10d TOE -NAILED COMMONS AT EA. TRUSS BEARING BOTTOM CHORD TO TOP
PLATE AT ALL FRAME BRG. WALLS. (ADDS 150 LBS UPLIFT CAPACITY TO STRAP CAPACITY)
6. BEARING WALL SUPPORTING GRAVITY LOADS ONLY (NO UPLIFT CONNECTORS REQ'D.)
7. FLOOR TRUSS WITH TOP CHORD BEARING CONDITION ON GIRDER TRUSS OR BEAM.
8. 1ST STY. OR 2ND STY. PLUMBING WALL OR TOILET FLOOR FITTING.
9. PROVIDE AC DUCT RUN THRU FLOOR TRUSSES MAXIMIZE OPENING AT CENTER OF SPAN
10. PROVIDE 202 LEDGER (BOTTOM AT TRUSS BRG. HT.) W/ (10) 10d NAILS AT EA. VERT. STUD.
11. PROVIDE 2x4 LEDGER AS REQ'D. FOR FLOOR DECK NAILING.
12. SEE TRUSS ENGINEERING FOR REQUIRED NUMBER OF TRUSSES 0 GIRDERS
13. PROVIDE MIN. 2 STUDS ®GIRDER TRUSS LOCATIONS.
DESIGN LOADS:
ROOF LOADS:
LIVE - 20 PSF.
DEAD - 17 PSF. (T.C. - 7 PSF.), (B.C. 10 PSF.)
BOTTOM CHORD NON -CONCURRENT LIVE LOAD - 10 PSF
WIND SPEED = 120 MPH. f 3 SEC. GUST
EXPOSURE CATEGORY - "C" - ENCLOSED BUILDING TYPE.
FLOOR LOADS:
LIVE - 40 PSF.
DEAD 15 PSF (T.C. - 10 PSF.), (B.C. 5 PSF.)
LATEST REVISION
DATE TO MASTER:
01-10-12
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13 Of 14
M/I ORLANDO
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& POURED
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W/ CONC. & 1 #5 BAR CONT.
VERTICAL REINFORCED BLOCK CELLS -
-Icy>
00
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SAWCUT OUT BLOCK
FROM FTG. TO TOP OF RAKE TIE BEAM
SEPARATION WALL ELEVATION
'
"B"
BTWN. UNITS
"All
V " All & "B"
/»"1'O"-
1 -
./ -� _ . "
END CELL FACE TO
INCREASE POUR DEPTH
AT CENTER OF WAII
AT OVERHANGS
1 KNOCKOUT BLK. COURSE BOND BEAM
FILL SOLID hy CONC. & (1)#5 BAR CUML -'
`-8Y,9xl6BLOCK WALL PER PLAN
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-
& hy5 BAR CONT. FROM FTC. TO TOP OF RAKE TIE BEAM -^-
�
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INDICATES FORMED AND POURED INDICATES FORMED AND POURED
RAKE TIE -BEAM MIN. 8" DP. 4� . -BEAM MIN. 8" DP.
RAKE TIE
SEE PLANS FOR LOCATION OF
VERTICAL REINFORCED BLOCK CELLS
SPRING POINT 12 4
FILL SOLID W/ CONC. & 1#5 BAR CONT. 12 SPRING POINT
FOR 5:12 SLOPE 5F__ FROM FTG. TO TOP OF RAKE TIE BEAM
A.
RAKE TIE BEAM 2'-0' AKE TIE BEAM
'
INDICATES SINGLE 8x8x16 CONC. KNOCKOUT BLOCK COURSE
FORMED POURED
BOND BEAM - FILL SOLID W/ CONC. & 1#5 BAR CONT.
bo
co
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T
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INDICATES DOUBLE 8x8xl0 CONC. KNOCKOUT BLOCK COURSEINDICATES DOUBLE gx8xl6CDNC KNOCKOUT BLOCK COURSE
BOND BEAM - FILL SOLID 8VCONC. &2#5BARS CONT. BOND BEAM - FILL SOLID WyCONC. &2#5 BARS CONT.
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ccTOP OF SLAB +6-0' (REF. ELEV.) TOP OF SLAB
'
| | || | | |
___ 2 SEPAII A
"C"
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rxmTION WALL ELEVATION BTWN. UNITS B"
12
INDICATES FORMED AND POURED
SIDE TO SIDE RAKE TIE -BEAM MIN. 8* DP.
5:12 SLOPE TO TOP OF W/ 115 BAR CONT.
INDICATES FORMED AND POURED RAKE TIE BEAM
SEE PLANS FOR LOCATION
SPRING POINT 12 VERTICAL REINFORCED BLOCK CELLS - SPRING POINT
FOR 5:12 SLOPE 5F__ FILL SOLID W1 CONC. & 1#5 BAR CONT. FOR 5:12 SLOPE
RAKE TIE BEAM 2 1-0 A FROM FTG. TO TOP OF RAKE TIE BEAM RAKE TIE BEAM
FORMED &POUREDINDICATES SINGLE 8x8xl6 CONC. KNOCKOUT BLOCK COURSE FORMED & POURED
OVERHANG`/
BOND BEAM - FILL SOLID W/ CONC. & 1#5 BAR CONT. OVERHANG
SPRING POINT FOR
5:12 SLOPE
12 RAKE TIE BEAM
INDICATES DOUBLE 8x8xl6 CONC. KNOCKOUT BLOCK COURSE INDICATES DOUBLE 8x8xl6 CONC. KNOCKOUT BLOCK COURSE
BOND BEAM - FILL SOLID W/ CONC. & 2#5 BARS CONT. BOND BEAM - FILL SOLID W/ CONC. & 2#5 BARS CONT. \-11RIED & POURED
OVERHANG
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KNOCKOUT BLOCK COURSE
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--
|/4"=|-U
LATEST REVISION
SIDE TOSIDE
01-10-12
5:12 SLOPE TO TOP OF
12
LLI
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0
12 INDICATES FORMED AND POURED
RAKE TIE -BEAM MIN.
8" DP.
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5
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RAKE TIE BEA
2'-0"
Li
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DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
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TO BE REPORTED TO MA
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71
14 of 14
`
INDICATES SINGLE 8x8xl6 CONC. KNOCKOUT BLOCK COURSE
FORMED & POURED
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OVERHANG-/
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00
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00
7
VERTICAL REINFORCED BLOCK CELLS -
6�
FILL SOLID W1 CONC. & 1#5 BAR CONT.
SPRING POINT FOR
FROM FTC. TO TOP OF RAKE TIE BEAM
12
5:12 SLOPE
RAKE TIE BEAM
I thim "Ac ngo r Q.Qir rnkv, ninivom oi nrit mimcr
NDICATES DOUBLE 8x8xl6 CONC. KNOCKOUT BLOCK COURSE
Pikini('A Q RAI IDI F QAl fZ rinhlfl VK1011VIV IT Ql nf'V ('(V ll?QF
INDICATES DOUBLE 8x8xl6 CONC. KNOCKOUT BLOCK COURSE
'--FORMED
BOND BEAM - FILL SOLID W/ CONC. & 2#5 BARS CONT.
BOND BEAM - FILL SOLID W/ CONC. & 2#5 BARS CONT.
SINGLE 8x8x16 CONC.
& POURED
OVERHANG
KNOCKOUT BLOCK COURSE
BOND BEAM - FILL SOUDJ
co
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VERTICAL REINFORCED BLOCK CELLS -
-Icy>
00
FILL SOLID W/ CONC. & 1#5 BAR CONT.
FROM FTG. TO TOP OF RAKE TIE BEAM
SEPARATION WALL ELEVATION
'
"B"
BTWN. UNITS
"All
V " All & "B"
/»"1'O"-
1 -
./ -� _ . "
INDICATES FORMED AND POURED INDICATES FORMED AND POURED
RAKE TIE -BEAM MIN. 8" DP. 4� . -BEAM MIN. 8" DP.
RAKE TIE
SEE PLANS FOR LOCATION OF
VERTICAL REINFORCED BLOCK CELLS
SPRING POINT 12 4
FILL SOLID W/ CONC. & 1#5 BAR CONT. 12 SPRING POINT
FOR 5:12 SLOPE 5F__ FROM FTG. TO TOP OF RAKE TIE BEAM
A.
RAKE TIE BEAM 2'-0' AKE TIE BEAM
'
INDICATES SINGLE 8x8x16 CONC. KNOCKOUT BLOCK COURSE
FORMED POURED
BOND BEAM - FILL SOLID W/ CONC. & 1#5 BAR CONT.
bo
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INDICATES DOUBLE 8x8xl0 CONC. KNOCKOUT BLOCK COURSEINDICATES DOUBLE gx8xl6CDNC KNOCKOUT BLOCK COURSE
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ccTOP OF SLAB +6-0' (REF. ELEV.) TOP OF SLAB
'
| | || | | |
___ 2 SEPAII A
"C"
"
rxmTION WALL ELEVATION BTWN. UNITS B"
12
INDICATES FORMED AND POURED
SIDE TO SIDE RAKE TIE -BEAM MIN. 8* DP.
5:12 SLOPE TO TOP OF W/ 115 BAR CONT.
INDICATES FORMED AND POURED RAKE TIE BEAM
SEE PLANS FOR LOCATION
SPRING POINT 12 VERTICAL REINFORCED BLOCK CELLS - SPRING POINT
FOR 5:12 SLOPE 5F__ FILL SOLID W1 CONC. & 1#5 BAR CONT. FOR 5:12 SLOPE
RAKE TIE BEAM 2 1-0 A FROM FTG. TO TOP OF RAKE TIE BEAM RAKE TIE BEAM
FORMED &POUREDINDICATES SINGLE 8x8xl6 CONC. KNOCKOUT BLOCK COURSE FORMED & POURED
OVERHANG`/
BOND BEAM - FILL SOLID W/ CONC. & 1#5 BAR CONT. OVERHANG
SPRING POINT FOR
5:12 SLOPE
12 RAKE TIE BEAM
INDICATES DOUBLE 8x8xl6 CONC. KNOCKOUT BLOCK COURSE INDICATES DOUBLE 8x8xl6 CONC. KNOCKOUT BLOCK COURSE
BOND BEAM - FILL SOLID W/ CONC. & 2#5 BARS CONT. BOND BEAM - FILL SOLID W/ CONC. & 2#5 BARS CONT. \-11RIED & POURED
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--
|/4"=|-U
LATEST REVISION
DATE TO MASTER:
01-10-12
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14 of 14
M/I ORLANDO
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LATEST REVISION
DATE TO MASTER:
01-10-12
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ROOF TRUSSES OR 2x RAFTERS
AT 24" O.C.- CONNECT ROOF TRUSSES OR 2x RAFTERS
W/ (2)164 MIN. COMMONS AT 24" O.C. CONNECT
8d NAILS AT 3" O.C. AT TOE -NAILED TO TOP PLATE W/ (2)164 MIN. COMMONS SEE ROOF PLAN FOR REQ'D.
I SHEATHING EDGES STRAP AT EA. MEMBER
) STAGGER NAILS BTWN. "SP2" AT EA. SINGLE SEE ROOF PLAN FOR REQ D. TOE -NAILED TO TOP PLATE
PANEL EDGES STUD TO TOP PLATE & STRAP ATEA. MEMBER
NOTES: "DSP" AT EA. DOUBLE jEFER TO HEADER
1. NAILHEADS SHALL __ II
NOT PENTRATE THE FACE _ _===�.r �__== = STUD OPEPLAD�E TO k `� -REFER Tfl HEADER SCHED. FOR SIZES
OF THE SHEATHING BY MORE
if �j SCHED. FOR SIZES
THAN THE NAILHEAD THICKNESS. SIMPSON "SP2" SIMPSON "DSP"
41 SP2" AT 16" O.C. AT 16" O.C.
2. PROVIDE 1/8 SPACE BETWEEN k ik 11 ACROSS HDR: SPAN I ACROSS HDR: SPAN
SHEATHING. PANELS.. U U
U U k "LSTA24"' STRAP AT
� k kk k HDR. STUD TO BEAM I SIMPSON "LSTA24"
U U sSTRA
ik HDR. STUDPTOTBEAM
8d NAILS AT 6' O.C. VERT. k k k _(2) STRAPS EA. SIDE
U U k WITH (4) OR MORE TRUSSES
AT FIELD STUDS i k k k k f
U 2x STUDS AT k ACROSS OPNG.
16" O.C. i
8d NAILS AT 3" O.C. AT kk kk k
SHEATHING EDGES k k NO STRAP REQ'D. AT i "LSTA24" STRAP AT HDR. 2x STUDS AT
STAGGER NAILS BTWN. U U STUD TO PLATE IF i STUD TO RIM BD./BLKG. 16" O.C.
PANEL EDGES kk kk SHEATHING CONT. TO k FOR OPNGS. > 5'-0"
U U 2x4 OR 2x6 RIM BD. BTWN,
ik kk BOT. OF FLR. TRUSS k FLR. TRUSSES AT I FLR. TRUSS -- CONNECT TO
8d NAILS AT 3" O.C. HORIZ k k FLR. TRUSSES AT k 2x4 DR 2x6 RIM BD: BTWN: 24" Q.C.FLRTRUSS W/ (4)164 NAILS (2x4)
AT 2x SILL PLATE i TRUSS W/ 4164 NAILS
TO
_ _ 14 -i .... 24' O.C. / O (2x4) (6)164 NAILS (2x6)
_2 -------_ ..
--- - (6)16d NAILS (2x6) 2x4 P.T. RIM BD. BTWN.
2X4 BLKG. BTWN; r--rr-- ,r—� 2x4 BLKG. BTWN. II :: .. FLR. TRUSS -- CONNECT
RIM BD. AT ALL k k . k k • k RIM BD. AT ALL n 2x4 P.T. RIM BD. BTWN.
TO TRUSS W/ (4)16d NAILS
SHEATHING EDGES .Ll -- Lam- SHEATHING EDGES FLR. TRUSS -- CONNECT
1 11 TO TRUSS W/ (4)164 NAILS DBL. 2x4 SOLID BLKG.
PROVIDE DBL. ROW OF 8d NAILS AT 8d NAILS AT 3" O.C. HORIZ BELOW HDR. STUDS
ALTERNATE CONT. 2x6 TOP RAIL I.L.O. AT TOP AND BOTTOM RIM BD. DBL 2x4 SOLID BLKG. OF OPNGS. > 5'-0"
NAILING T4 FLR. TRUSS BLKG. BTWN. RAILS OR TRUSS CHORD BELOW HDR. STUDS
OF OPNGS. > 5'-0" CONIC. BLOCK EXT. WALL I-H11A2I" STRAP AT 24" O.C. MAX. AT
EXT. WALL SHEATHING CONC. BLOCK EXT. WALL "HETA20" STRAP AT EA, FLR. TRUSS END FLR. TRUSS PERP. TO WALL OR
24" O.C. AT GABLE END TRUSS
01012�4�}A.CAAPIL�LEI�IDTRII�BSS
DETAIL AT 2 -STY. 2 -STY. EXT. FRAME 2-STK EXT. FRAME
REQUIRED NAILING PATTERN AS NOTED FOR WALL A LL COI VI VECTOR DETAIL
SHEATHING TO ACT AS UPLIFT LOAD CONNECTOR WALL CONNECTOR DETAIL
BETWEEN WALL STUDS AND FLOOR TRUSSES
NO STRUCTURAL MEMBER OR BLDG. SERVICE SHALL PENETRATE THE
FIRE RATED SHAFT WALL BETWEEN UNITS.ASPHALT SHINGLES ON
STRUCTURAL SHEATHING
! HANDRAILS FOR STAIRWAYS SHALL B E CONTINUOUS FOR THE FULL 4'-0" k11N.EAGH SIDE OF CENTER LINE OF WALL - (SEE ROOF NAILING PATTERN)
PROVIDE FIRE RETARDANT TREATED WOOD ROOF ANQ PRE-ENG'RED ROOF
SHEATHING TRUSS S AT 24" O.G.
LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP
RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST
SHINGLES (ATTACH W/ GALV. METAL ROOFING NAILS PER �QW .: PROVIDE CONT. FIRE CAULK OR RADIANT Z
MANUF. INSTALLATION DETAILS) OVER 15# FELT m FIRE WOOL @ ROOF SHEATHING
('� j� RAKE TIE BEAM W/ (1)5 CONT. BARRIER
RISER OF THE FLIGHT. HANDRAIL ENDS SHALL B E RETURNED O 1 \ (2" SIDE LAP / 4" END LAP AND CAP NAILS W Y MAINTAIN 2' CLEARANCE AND RAKE BEAM CONSTRUCTION
AT 12' O.C.-EDGE, 24" O.C.-FIELD) ON � TO REBAR FROM TOP OF BEAM JOINT
7/16" SPAN RATED STRUCTURAL SHEATHING
SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. - z
(SEE ROOF NAILING PATTERN) AND R-38 INSULATION o g PRE-ENGINEERED
PRE-ENG'RED ROOF TRUSSES AT 24" D.C. ROOF TRUSSES Q
N
HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT AT 24 D.G. _^)
HURR. -STRAP AT EA. TRUSS 12 � O u
SEE ROOF PLAN PER tt )�
� i ELEV. �- V
LES THAN 1-1 /2 88 M M BETWEEN THE WALL AND THE HANDRAILS SIMPSON
DBL PLATE W/ � w 0
I S H � } R-38 INSULATION CC
� � SIMPSON .SP2 AT EA. STUD 1/2" GYPSUM BD. � G J
WAAAAAAAAi
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1 1/2" MIN.
1/2" GYPSUM BD. SINGLE 8x8x16 CONC. FOAM CORE RLL INSULATION IN ALL OPEN
" KNOCKOUT BLK. COURSE CMU WALL CELLS - REFER TO ENERGY
1 1/2" DIAMETER CONT. " 4-0 - FILL WJ CONC. AND CALCULATION FOR R -VALUE
HANDRAIL DRIP EDGE 12 DIAPHRAM AREA f z
OVER FASCIA
FASTEN W " 0 1-5 BAR CONT.
F S EN / 5d NAILS AT 4 O.C.
„ 1/2' DRYWALL OVER DBL ix2 P.T.
REMAINDER AT 7 O.C. o AT 24 O.C. (MAX.)
'a O ,
1 FASCIA MATERIAL - _
1HR. FIRE-RATED
2x4/2x6 SUBFASCIA � o CMU WALL
10 SPECIFICATIONSREFER TO D.
Y
FOR FASCIA MATERIAL 5 VERT. BAR TIED INTO5 BAR
(� 1 R-11 MIN. INSULATION- � OWEL AND TIP COURSE RKEBAR AT
TYPICAL. SECTION AT HANDRAIL FLASHING: REFER TO ENERGY CALCULATION o AS LOEINF. CONC. FILLE
PER PLAND BLOCK CELL
j ALL ROOF AND WALL FLASHING TO BE ALUMINUM OR FOR REQUIRED INSULATION ft -VALUE
CONT. ALUM. o
GALV. METAL MATERIAL. CONNECT W/ GALV. METAL VENTED SOFFIT 2x4 SYP STUDS AT i6' O.C. 8'-1 1/8" WALLS
NAILS AT 24" O.C. MAX. 7/8" THK. CEMENT PLASTER OVER 2X6 SPF STUDS AT 16' O.C. @ WALLS > 8'-1 1/8" H. 3/4' T&G PLYWOOD FLOOR -NAILED &
GLUED W/ 8d NAILS AT llr D.C. 1N FIELD
7/16" MIN. STRUCTURAL WALL 2x6 CONT P.T. W/ (1) ROWS AND 6" O.C. AT PANEL EDGES
OF 1/4"x 2-3 4' TAPCONS AT Z
SHEATHING -SEE DETAIL FOR /
CONT. 2x4 PLATE 12" O.C.- STAGGERED M
Q REQ'D. NAILING PATTERN PROVIDE DRAFTSTOPPING TO SEPARATE COLING
BALUSI f �tr j j (� !! j'j �' " C AREAS NO GREATER THAN 500 S.F.
TER SPACING MUST REJECT 4 DIA. SPHERE `� 3/4' T&G PLYWOOD TLOORn NAILED F 3/4 PLYWOOD
{�/� o
CONT. 2x4 TOP RAIL -CONNECT GLUED"W/ 8d NAILS AT 12 O.C. IN FIELD DECKING
' UP TO HEIGHT OF I,! BOTTOM RAIL OR CURB AND 6 O.C. AT PANEL EDGES
TO FLR. TRUSS W/ (4)16d NAILS
2X4 WOOD BLOCK BY PROVIDE DRAFTSTOPPING TO SEPARATE
MUST REJECT 2" DIA. SPHERE o TRUSS MANUFACTURER
j Q CEILING AREAS NO GREATER THAN 500 S.F.
j J
CONT. 2x4 PT BOTTOM RAIL -CONNECT
TO FLR. TRUSS W/ (4)16d NAILS PRE-ENG'RED. FLR. TRUSSES AT
24' Q.C. (MAX.} STAGGERED
o P -ENG . TRU S DOUBLE 8x8xi6 CONC. BTWN. ADJ. UNITS
d j� (� (� CONT: 2x6 TOP RAIL- CONNTECT " KNOCKOUT BLK. COURSE
STAIR TREAD AND RISER VALCDLr�TION Q CONTINUOUS PVC MID WALL 24 O.G.
TO FLR. TRUSS W/ (6)16d NAILS - FILL W CCNC. AND 1/2' GYPSUM BD.
!! !! STUCCO WEEP SCREED " /
EXT. SHEATHING NAILING PATTERN:.. " " 1/2 GYPSUM BD. 1-#5 BAR CONT.
(2) RISERS + TREAD 2(MIN.) TO 25 MAX. z PROVIDE 8d NAILS AT 3" O.C. SIMPSON HETA20 AT EA. TRUSS 4'-0' (5/8" TYPE *X" GYP. BD. GORE -RLL 500 FOAM INSULATION IN
REFER TO FLOOR PLAN FOR NUMBER OF TREADS AND RISERS
(2) ROWS AT 2x6 TOP RAIL FILL ALL HOLES W/ NAILS DIAPHRAM AREA @ GARAGE CEILING W/
1 (1) ROW AT 2x4 BOT. RAIL (TRUSS PARRALLEL TO WALL -STRAP AT FASTEN W/ 5d NAILS AT 4" O.C. LIVING AREA ABOVE) o ALL OPEN CMU WALL CELLS
EA. VERT. CHORD (24 O.C. MAX.) D REMAINDER AT 7" O.C. m
HANDRAIL WITH CIRCULAR CROSS CONT. 2x4 BOT. RAIL- CONNECT d 1/2' DRYWALL OVER DBL. 1x2 P.T.
" Sx8x16 CONIC, KNOCKOUT BLK. PRE-ENG'RED. PRECAST CONC. LINTEL � o
SECTION DIAMETER BTWN. 1 1/2 TO FLR. TRUSS W/ (4)164 NAILS TOP COURSE -FILL W/ CONIC. Y (MIN.) AT 24 D.C. (MAX:)
TOTAL STAIR RUN (2x4 P.T: IF IN CONTACT W/ CONIC.) ABV. TYP. WDW. AND DOOR OPNGS. d o
TO 2", OR PROVIDE CROSS SECTION AND 1-#5 BAR CONT. kk
1MINIMUM TREAD (NOT INCLUDING NOSING = 9' WIDE SEE PLANS FOR LOCATIONS AND TYPES Y 8x8x16 2 HR. FIRE -RATED
OF EQUIVALENT GRASPABIUTY' 3/4" PLYWOOD
PERFORMANCE 2x8 BLOCKING BEHIND HANDRAIL I" NOSING FLOORING ALTERNATE FLR. ik co
CMU WALL
TOP AT 39" ABOVE EDGE OF TREAD T22 DRO C (MAX.) R 1x2 P.T. (MIN.)
/ TRUSS END Li RAf LS - 0 5 VERT.BTOP COURSEAR TIED INTO EBAR AT
BAR
FLOOR TRUSS o CORE FILL 500 FOAM INSULATION' IN ALL a EA REINF AND
CONNC. FILLED BLOCK CELL -
IN LIEU OF 2x4 BLKG. BTWN. RAILS o OPEN CMU WALL CELLS - REFER TO AS LOCATED PER PLANS
NAIL (2)2x4 TO BOTTOM OF AS PART OF FLR. TRUSS END CONST z ENERGY CALCULATION FOR R -VALUE
NOTE: PICKETS SHALL BE PLACED NO .' " D
GREATER THAN 4 O.G. �� FLOOR TRUSS 12 OR LESS IN D5 VERT. BAR TIED INTO #5 BAR
I'll,� "1x10 STRINGER / / DEPTH 1/2 EXTERIOR PORTLAND DOWEL AND TOP COURSE REBAR
1 NOSING CEMENT PLASTER OVER AT EA, REINF. CONIC. FILLED BLOCK
/ 2x4 SYP F2 STUDS 01C O.C. 8 C.kU• CELL AS LOCATED PER PLANS
/ " 31/2' MIN. CONC. SLAB
I % .' 2x12 TREAD 2x8 STAIR LEDGER CONNECT T tI z
FLOOR TRUSS W/ (2)10d NAILS AT +
= 3{4 PLYWOOD
, �' FLOOR PRE-ENG'D. FLOOR PRECAST WOW. SILL -TYP. AT �,
{250D PSI) W/ RBERMESH
3 4" PLYWt). / 6 O.C. MAX. OR EQUIVALENT TRUSSES 24 O.C. STD. WDW. OPNG. OR 6x6 10J10 WNuI OVER
VAPOR BARRIER p
RISER / / 7/16 MIN. STRUCTURAL
LATWHIAf Q9114
U co
,�, �, 'c L�j�, CONNECT CARRIAGE TO LEDGER W/ z u z
«3 Q o TOP CHORD OF BOT MORD OF Iiti _ C � — 1— Ito
o0
/ (2)10d TOE -NAILED COMMONS _ ed` 4" 3 1/2" MIN. CONIC. SLAB (2500 PSI) .L_ - w
cl c.D / FLOOR TRUSS FLOOR TRUSS :,
STAGGERED EA. SIDE
Clj
n� MIN. W/ FIBERMESH OR 6x6 10/10 WWMI
a -- kk OVER VAPOR BARRIERco La
—GLEAN COMPACTED V ct
EARTH FILL ( UJ 0 �o
SQ
o o CONNECT PLYWD. RISER TO kl MONOLITHIC SLAB FOOTINGGo
_ Q = Q
GYPSUM BOARD 2x4 DIAPHRAM BLOCKING -@ 24" O.C. FINISH GRADE kF PER SLAB PLAN C.) rn �-
_ O NNLER CONTINUOUS ACROSS lst 2 TRUSS BAYS lk �� 'M
Q s _ TREAD WITH 4 8d NAILS V
�) kk CLEAN COMPACTED 2 O o J
CONNECT TO EA. BOTTOM CHORD W/ (4) �., � Ik EARTH FILL
Z � > / 2x`12 CARRIAGE AT SIDES AND 10d NAILS Q U- cn
o m / CENTER OF STAIRS WITH 2x6 #5 BAR DOWEL TIED Tfl p m
Q\_-HETA20'STRAP 0 24 O.C. PROVIDE SOLID 2x4 " MONOLITHIC SLAB EDGE 13-
SPACER
3
/ SPACER AT SIDE WALLS BLOCKING BETWEEN TOP & BOT. CHORDS WHERE FTG. REBAR AT EA - 20 FOOTING PER SLAB PLANQ 3:
F. CONNECT SPACER TO EA. STUD STRAP DOES NOT ALIGN W/ TRUSS VERTICAL . REINF. FILLED CELL AS MIN.
I / W/ (2) 10d COMMONS LOCATED PER SLAB PLAN 1
{ TYP. UNIT SEPARATION WALL SECTION AT ROOF
cn
I ; - ALT. DETAIL FLOOR TRUSS _ o-
0 2x4 P.T. TYP. EXT. 2 STORY WALL SECTION TRUSS PARRELLEL T4 FRAME WALL
M -
i(ICK PLATE
N /1/2'=I' -O- SCALE: 11/2"=l' -C°
t
r SCALE.
PARALLEL TO WALL
c o
Q o
TYPICAL STAIR SECTION
SCALE. N.T.S. =Lu w
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DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO Ms
HOMES FOR CLARIFICATION!
M/I ORLANDO
i