HomeMy WebLinkAbout2765, 2767, 2769, 2773, 2775, 2777, 2771 River Landing Dr (a)ELEVATION NOTES:
1. ALL RAISED AND SCORED BANDS SHALL BE SMOOTH SAND FINISH.
2. SCORED BAND REFERs TO FLUSH (NOT RAISED) BAND. SCRIBE LINE AT
BAND WIDTH PER ELEVATION.
3. ALL RAISED BANDS SHALL BE FOAM OR STUCCO (PER PLAN).
4. CONTROL JOINTS SHOWN ADJACENT TO WINDOWS ON SIDE AND REAR
ELEVATIONS SHALL BE 6" FROM EDGE OF WINDOW JAMBS.
cill
r-2-1
FOAM SOFFIT
BRACKET #1
FOAM SOFFIT BRACKETS}
1/4" = 1'-0"
MEAN ROOF HEi6H- — —
+23'-3"
TOP OF 2ND STY.
WALL PLATE � —
2nd 5TY. FIN. FiR.
+10'-8-8-314°
L
TOP OF IST STY.
BLK. WALL
+q'-4°
FOAM 50FFIT
BRACKET- EQ.
SPAGED
TOP OFA_0 —
(REF. ELEVJ Y
1116" 05B SHEATHING
GABLE END TRU55
OR FRAME WALL
118" GEMENT PLASTER
ON PAPER BAGK LATH
AIR INFILTRATION BARRIER
VE516N STANDARD: TYVEK)
Z
n
MID -WALL
WEEP 5GREED
1/2" MIN. GEMENT
PLASTER
8" GMU WALL
CONTROL JOINT DETAIL 5. TOP OF BLOCK-
PRINCETON
UNIT "F"
N 11
STONE FINISH - RETURN
ENDS
I
FOAM SOFFIT GABLE CORBEL
1/4" = 1'-0"
54IN6LE ROOFIN6
PROJ.
3/4"
PRINCETON
UNIT "E"
8"W. 5GORED \— 8" RA15ED BAND - `- STONE
BAND AT PROD. BEYOND FIN15H BAND AT
BANI) T
DOORAW R STONE
KEYS_
1/4" = 1'-0"
TRENTON
UNIT "D"
PROJ. BEYOND FIN15H BD A�DYJ TW
STONE
TRENTON
UNIT "C"
PRINCETON
UNIT "B"
5HIN6LE ROOFING
5"W. SCORED \- STONE L 8" RA15ED BAND -
BAND AT FIN15H PROJ. BEYOND
DOORAWDW. STONE
TOP OF 2ND STY.
WALL PLATE
— +IS' -q 1/F"
(�2nd 5TY. FIN. FLR.
+10'-8-3/4°
J
TOP OF 15T STY.
BLK:FOAM
WALL— —
SOFFIT
KET- EQ.
5PAGED
.jLTOP OF SLAB
FRONT ELEVATION -
1/4" = 1'-0"
CODE 5UMMARY
APPLICABLE CODE5
I. FLORIDA BUILDING CODE 2001 - RESIDENTIAL 2001 4 2008 9UPPLEMENT5
2. FLORIDA BUILDING CODE 2004 - BUILDING; CHAPTER 13 - AGGE551BILITY
3. NATIONAL ELECTRICAL CODE, NFPA 10, 2005 EDITION
4. FLORIDA FIRE PREVENTION CODE - 200 EDITION
, mi
DATE TO MASTER:
STONE FINISH - RETURN
ENDS
I
FOAM SOFFIT GABLE CORBEL
1/4" = 1'-0"
54IN6LE ROOFIN6
PROJ.
3/4"
PRINCETON
UNIT "E"
8"W. 5GORED \— 8" RA15ED BAND - `- STONE
BAND AT PROD. BEYOND FIN15H BAND AT
BANI) T
DOORAW R STONE
KEYS_
1/4" = 1'-0"
TRENTON
UNIT "D"
PROJ. BEYOND FIN15H BD A�DYJ TW
STONE
TRENTON
UNIT "C"
PRINCETON
UNIT "B"
5HIN6LE ROOFING
5"W. SCORED \- STONE L 8" RA15ED BAND -
BAND AT FIN15H PROJ. BEYOND
DOORAWDW. STONE
TOP OF 2ND STY.
WALL PLATE
— +IS' -q 1/F"
(�2nd 5TY. FIN. FLR.
+10'-8-3/4°
J
TOP OF 15T STY.
BLK:FOAM
WALL— —
SOFFIT
KET- EQ.
5PAGED
.jLTOP OF SLAB
FRONT ELEVATION -
1/4" = 1'-0"
CODE 5UMMARY
APPLICABLE CODE5
I. FLORIDA BUILDING CODE 2001 - RESIDENTIAL 2001 4 2008 9UPPLEMENT5
2. FLORIDA BUILDING CODE 2004 - BUILDING; CHAPTER 13 - AGGE551BILITY
3. NATIONAL ELECTRICAL CODE, NFPA 10, 2005 EDITION
4. FLORIDA FIRE PREVENTION CODE - 200 EDITION
BUILDING TYPE:
2 5TORY TOWNHOUSE
DATE TO MASTER:
GON5TRUGTION TYPE:
UNPROTECTED,UN5PRINKLED
O
FIRE PROTECTION RATING REQUIREMENT5:
� Q
CIO Lu �0�
21- &� :1zcn�a
REQUIRED
PROVIDED
I. PARTY AND FIRE WALL5
2 HR.
2 HR.
2. INTERIOR BEARING WALL5
O
0
3. INTERIOR NON BEARING PARTITIONS PER 105.1.2
0
0
4. GOLUMN5
0
0
5. BEAM5, GIRDERS, TRU55E5 AND ARGHE5
0
O
b. FLOOR/GEILING GON5TRUCTION
0
0
1. ROOF / CEILING GON5TRUGTION
0
0
b. EXTERIOR BEARING WALL5
E0— U)
O
HORIZONTAL 5EPARATION: (PARRALLEL KALI-5)
DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
0 ft. to 6 ft (0 % OPENING5)
1 (0%)
N/A (0%)
OVER E ft
0
0
q. EXTERIOR NON BEARING WALL5
HORIZONTAL SEPARATION: (PARRALLEL WALL5)
0 ft. to b ft (0 % OPENINGS)
1 (0%)
N/A 0%)
OVER b ft
0
0
LATEST REVISION
O �
DATE TO MASTER:
12-14-10
O
Z
� Q
CIO Lu �0�
21- &� :1zcn�a
N
= Q W = p
1 0
OO
U
--
N
Lu
U_
OQ LCW L CV LJ_
LU
W
w
OO
Lu
�z
O
C
�z
E0— U)
O
�
1
1
1
1
Vr �
r
r
k
O �
z_~ CO
O
Z
� Q
CIO Lu �0�
21- &� :1zcn�a
N
= Q W = p
1 0
Q
w J 6 c:, J
N
OQ LCW L CV LJ_
LU
w
OO
�z
LjL
W
�z
E0— U)
�
DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
O
TO BE REPORTED TO M/1
HOMES FOR CLARIFICATION!
H
1 of 14
1
1
1
1
Vr �
r
r
k
O �
z_~ CO
O
L V �(l7WLO
L L
� Q
CIO Lu �0�
21- &� :1zcn�a
N
= Q W = p
1 0
w J 6 c:, J
N
OQ LCW L CV LJ_
_9_—
1
1
1
1
Vr �
r
r
k
O
1 �
� o
� Q
N
1 0
N
W
W
E0— U)
�
DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO M/1
HOMES FOR CLARIFICATION!
45
C
1 of 14
M/l ORLANDO
1
1
1
1
Vr �
r
r
k
ONE-HOUR RATED 1/16" LIRE RETARDANT
SHEATHING
12-14-10
TAB
4'
MINI MUM EA. SIDE OL SEPARATION FALL
UNIT
WDWROUGH
UNIT
�" IS U HALL
OBIT
UNITB
OPNG.NOTE
15t 51Y. LIVING
REINF. FILLED GELL
134
134
364
bb4
134
b34
WASI-IEP
36 7/8 x 63
2x6 P.T.
q01
2x6 P.T.
PLM,G BOX
24" VOID
5TAGK
WIDTH x HEIGHT
STUD
q4b
STUD
ACE DBL.
PL17
(IN INCHES)
1635
1
14bO
5TUD ADJ. TO DBL. WALL
VENT PIPE STUD
Ib35
2x4
11425
2x4
STUD SPACING
51
STUDSTUD
a
65
51
40
333
Q a e e
a a.
233
DETAILWA SHER
230
242
242
230
23b
1650
7/8" EXT. PORTLAND GEMENT I/2" x,51. THREADED ROD W/ I" RHD. WASHER
PLASTER ON PAPER BACKED SET IN EPDXY FILLED 5/8" DIA. DRILLED 8
EXPANDED METAL LATH ON TYVEK GLEANED HOLE (4" MIN. EMBED INTO GMU 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 FDMMEWALLADETAIL AT SEPARATION WALL
WALLEGEND
INDIGATE5 2x4 BEARING WALL K QUICK TIE 5Y5TEM HOLDDOWNS FROM TOP OF
Mff MM 15T 5TORY BLOGK WALL TO 5EGOND STORY TOP PLATE. 5EE SHEET II FOR
ADD'L. INFORMATION
® INDIGATE5 2x4 BEARING WALL ABOVE LAM. BEAM. PROVIDE 5TRAPPIN6 PER
DETAIL #5 ON 5HT.12
® INDIGATE5 2 -HR FIRE SEPARATION WALL BTM. UNIT5. 5EPARATION WALL
GONTINUOU5 FROM TOP OF FIRST 5TORY SLAB TO UNDERSIDE OF 5EGOND
STORY ROOF DEGKING. NO ELEGTRIGAL, PLUMBING, ME(HARIGAL, OR OTf+ER
BLDG. 5ERVIGE SHALL BE WITHIN OR PENETRATE THE SEPARATION WALL.
REFER TO SEPARATION WALL DETAILH FOR ADDITIONAL INFORMATION.
AREA
DATE TO MASTER:
12-14-10
TAB
UNIT
A
UNIT
UNIT
UNIT
UNIT
OBIT
UNITB
LP -67
TOTAL
15t 51Y. LIVING
834
134
134
364
bb4
134
b34
51gb
2nd 5TY. LIVING
q4b
q01
q01
813
816
q01
q4b
b221
TOTAL LIVING
PbO
1635
1335
14bO
1430
Ib35
1130
11425
ENTRY
40
51
51
b5
65
51
40
333
GARAGE
233
230
230
242
242
230
23b
1650
LANAI
41
NA
NA
NA
NA
NA
41
b2
TOTAL U.R.
20gq
Iglb
Iglb
1131
11b1
Iglb
20gq
13520
PATIO
NA
3b
33
36
33
36
NA
IbO
2nd STY. FLOOR PLAN
1/4" = 1'-0"
SECOND STORY PLAN NOTES:
I. DRYER VENT BOX - VENT THRU ROOF.
2. 24" W. WALL CAVITY, VOID OF 5TUD5, FOR
WASHER BOX AND 5TAGK.
3. 12" N. WALL CAVITY, VOID OF 5TUD5, FOR
5HONER VALVE AND/OR HEAD.
4. HARZARDOU5 GLAZING LOCATION, INSTALL TEMPERED
6LA55 IN ALL 5HOHER ENGLO50RE5 AND/OR HINDOHS.
5. DO NOT 5GALE PRINT5I GON5TRUGTION TO BE FROM
CALCULATED DIMENSIONS ONLY. ANY 015GREPENGIE5
TO BE REPORTED TO M/I HOME5 FOR GLARIFIGATION.
ALL FRAME NALL5 ARE DRANN AND DIMENSIONED
TO BE 3 1/2" NIDE UNLE55 OTHERNISE NOTED.
6. PROVIDE DRAIN PAN BELOW EACH NA5HER. DRAIN
LINE TO EXTERIOR.
1. PROVIDE 2x4 AT 24" O.G. VERT. LADDER BLOGKING
AT INTERSECTION OF INTERIOR TO EXTERIOR FRAME
HALLS FOR IN5TALLATION OF IN5ULATION.
LATEST REVISION
DATE TO MASTER:
12-14-10
Q
7�
cr
a
o
Z_U
Lu
�
L�
�•
W
v3
LuO
�z
e�fO
1
7
72
p�
O cfl
� Z t
c'0
W �ow�
00��
Q= C>
_j
JZNcc
_o
C,4 LL
� � a
Q �
vJ r
r p
N o
� Q /
_0
cu
W
IIi
0
Lu
H
0 U)
J �
DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO Mn
HOMES FOR CLARIFICATION!
1
4 of 14
M/I ORLANDO
Q
Opp
Lu
w
OO
�
LLz
�z
O
H
O cfl
� Z t
c'0
W �ow�
00��
Q= C>
_j
JZNcc
_o
C,4 LL
� � a
Q �
vJ r
r p
N o
� Q /
_0
cu
W
IIi
0
Lu
H
0 U)
J �
DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO Mn
HOMES FOR CLARIFICATION!
1
4 of 14
M/I ORLANDO
ELECTRICAL LEGEND
_&13�_
STANDARD SWITCH
3 WAY SWITCH
4 WAY SWITCH
Z
DIMMER SWITCH
PUSH BUTTON
°-
DUPLEX OUTLET
GH
G.F.I. DUPLEX OUTLET
WP/GA
WATER PROOF/G.F.I.DUPLEX OUTLET
220
220 VOLT OUTLET
CLG
CEILING MOUNTED DUPLEX OUTLET
_lc 1 C
�
UNDER COUNTER DUPLEX OUTLET
®
CLG. MOUNTED OUTLET FOR GAR. DOOR OPENER
w
PRE -WIRED JUNCTION BOX
NPRE-WIRED
P.W.
FAN JUNCTION BOX
CEILING MOUNTED LIGHT FIXTURE
Av,
CEILING MOUNTED -VAPOR PROOF LIGHT FIXTURE
ATTIC
P.C. LGT.
ATTIC PULL CHAIN
RECESSED LIGHT FIXTURE
0VP
RECESSED -VAPOR PROOF LIGHT FIXTURE
.-0
WALL MOUNTED LIGHT FIXTURE
-0 COL CH
COACH UGHT (PRE -WIRE AS NOTED)
FLOOD LIGHT
0 1x4
1'x4' FLUORESCENT LIGHTING
N >
O
20
2'x4' FLUORESCENT LIGHTING
.
FLUORESCENT STRIP
C
UNDER CABINET FLUORESCENT STRIP
WALL MOUNTED INCANDESENT STRIP
E.F.
EXHAUST FAN
Y�l LITE
EXHAUST FAN WITH LIGHT
S
SMOKE & CARBON
MONOXIDE DETECTOR
O
SPEAKER PRE -WIRE
ELECTRICAL PANEL
E1
A/C DISCONNECT
�m
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 LOCATIONS SHALL 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 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.
2nd STY. ELECTRICAL PLAN
I/4" = V -O"
LATEST REVISION
DATE TO MASTER:
12-14-10
H
a)
Z
= Q w = ~o
VU m 0>M
75
°-
o0
ctf
�... m
w
75
w
s
co
U)
LLlO
LU
7CZ=
w
O
U 00
co
H
Ca W o0
=F-- �nzU3�a
Z
= Q w = ~o
VU m 0>M
Jz"'C4
c:>
J
J
O Q �NNV-
�... m
75
Q
U�
LU
O
w
O
N o
�
z
�z
N�N
3:
O
O
O
U 00
co
• L U Cfl w
Ca W o0
=F-- �nzU3�a
= Q w = ~o
VU m 0>M
Jz"'C4
c:>
J
J
O Q �NNV-
�... m
a
r p
N o
�
N�N
O
N >
.
Lu
I.L
b
W
H�
0 C/)
J C/)
DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO MA
HOMES FOR CLARIFICATION!
4J ' Z�
1
' 7 of 14
MII ORLANDO
V l ml I n .... V" . V Lil 1I 1 v -- -- - -
FIN. D
—
411, GRA0
O
2-#5 BAR5
I4 DONT. ON
GHAIR5
TYP.1-STY.
SLAB EDGE
BRG. WALL
L17d-
O O O
3-#5 BAR5
DONT. ON
GHAIR5
INT. FRAME BRG.
WALL FTG.
GIRB WIDTH A5
STATED ON PLAN5 11/2" CURB
VARIES BRG. WALL
VARIES VARIES VARIE5 VARIES
VARIES VARIES
`O FIN.
``p 4® _ D `_° 4 ° LANAI SLAB �r #5 BAR "
OR ENTRY 4 345 BARS 4° AT 24' O.C. = 4 3 #5 BARS = 4 345 BARS
O O O O PAVERS 0 0 a s a d- O O O
DONT. ON DONT. ON DONT. ON
CHAIRS 4 #5 BARS CHAIRS CHAIRS
3-#5 BARS 3-#5 BARS ! -10 2 O CONT. ON GHAIR5 21-011 I -8
1'-10' GO AIRS 1'-10" GO AIRS
RAISED CURB FTG. 3A RAISED CURB FTG. �s INT. BLK. WALL FTG. AT SLAB 4 INT. BRG. WALL FTG.
SLA 2 -STY. 3 AT GARAGE EXT. BTWN. GARAGE STEP DN. BTWN. GARAGE &
AT SLAB STEP DN.
SLAB EDGE WALLS INT. WALLS ADJ. UNIT INTERIOR WALLS
VERIFY wi
D00R MANN
TYPICAL EDGE
z
57
�r
O O PIPING
PIPE (b' DIA. MAX.)
5LEEVE (DIA. LAR6ER THAN PIPE)
TYP. PIPE THRU FTG.
DETAIL AS REQ'D.
51OPE aWALL #5 BAR DOWEL M� MONO
No FIN. EA REINF. EXTEND 5TEM HALL FT6.
5LOPE FIN. FILLED CELL DEPTH OF REBAR 2'-1" INTO MONOLITHIC
GRADE PAVERS ON
MONOLITHIC, 5LA6 5LAB EDGE 501L G&fW/
E06E TO MATCH SAND BA5E
oz #5 BAR BOT. OF STEM
'MrM
VARIES " z HALL FT6.
• • = YY E O = O 4 a a .a AT 24 O.C. TOP 00 FT6. FIN.
(3) #5's CONT. 4 #5 BARS -I'-I 1/2" A.F.F. 6RADE
ON CHAIRS 16„ a" 1 #5 CONT. I'-0" I #5 DONT. 2'-0' GONT. ON CHAIRS 45°
SLAB EDGE FTG. AT 7 TYPICAL FTG. 4 #5 ;FT6.
CONT. GONG. FT6. REBARS 2'�, PATI ENTRY $ INT. NON-BRG. SLAB 9 DONT. 2-0
BRICK PAVER DETAIL
GARAGE DOOR OPNG. SLAB EDGE STEP DN. FTG. INT. SEPARATION sW� STEM WALL DETAIL xx STEM WALL FTG. TO MONO
WALLS AT ENTRY SLAB EDGE TRANSITION
a t
j
FOUNDATION NOTES:
I. o INDIGATE5 FILLED CELL H/ 3,000 P516ROUT W/ 145 REBAR
UNLE55 NOTED OTHERWI5E.
2. DO NOT 5GALE PRINTS! GON5TRLrT FROM GALGULATED DIMEN5ION5
LATEST REVISION
DATE TO MASTER:
12-14-10
Ca W O Q �-
Z
U)
J Z N M
�—j
OQ - W N LL
�
� � m
Q
Q
Opp
0o
r
w
w
OO
co
T-
=_
w
c/)
cn
LLI0
O
i
c
0 0
7AJ E�
O
O
0000
Z'
M-1—�
W
L V Cfl � W
Ca W O Q �-
Z
. W O
J Z N M
�—j
OQ - W N LL
�
� � m
Q
Q
Opp
r
w
w
OO
co
T-
=_
r
L.L
i
0 0
�o
�cu
O
O
0000
Z'
M-1—�
W
L V Cfl � W
Ca W O Q �-
. W O
J Z N M
�—j
OQ - W N LL
�
� � m
Q
r
r p
co
=_
r
L.L
i
�o
�cu
a�
w
N
LL
ONLY. ANY D15GREPANGIE5 TO BE REPORTED TO M/I HOME5 FOR Q
GLARIFIGATION. W
3. REFER TO PLUMBIN6 PLAN FOR FIXTURE, PLUMBING WALL, AND GONGUIT �
UNDER 5LAB LOGATION5. Q C/5
4. AG PADS TO BE 12' MIN. GLEARANGE FROM 5LA5 E06E. —�
5. T.D.F. = TOP OF FOOTING
DO NOT SCALE PRINTS!
■
1/4" = 1'-0"
CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO MA
HOMES FOR CLARIFICATION!
8 of 14
M/l ORLANDO
I- Sir . `.
PP. V PP. FLOOR TRU55
GONG. BLOCK
OR 16" DP. FLOOR TRU55 GONG. BLOCK WALL
WALL
ONNEGT HANGER TO ,-CONNECT KAGLLHAWNSER TO
CMU WALL W/ (12) 1/4"x2 3/4" 51HP50N
PROVIDE WD. SHIMS A5
(12)1/4"x2 314" 51MP50N PROVIDE WD. ANDHIMS
55 "TITEN" SGREHS
TO FILL 6AP 5THN.
REQ'D. TO FILL GAP BTWN. "TITEN" SCREWS REQ'D.HAN6ER AND TRU55
HANGER AND TRU55
51HP50N HU26 DR HU26-2 51HP50N "HU46" HANGER H/
HANGER Nf (b) IDd NAIL5 (b) IOd NAILS TO TRUSS
TO TRU55
TRUSS TO CMU WALL �o TRUSS TO CMU WALL
11 12 HANGER CONNECTION
12 HANGER CONNECTION
3 PLY Ib" DP.
FLAT GIRDER TRU55
51MP50N "L6T3-5D52.5" N/
(21)lbd SINKERS TO COLUMN d
(12) 5D5 1/4"x2 112"
5GREW5 TO 51RDER
3.5'x6' LVL
COLUMN -Z N
51MP50N "HTTI6" HOLDDOHN
H/ 518" THREADED ROD TO
5LAB-5ET IN EPDXY FILLED
HOLE N15 MIN. EMBED
FILL ALL NAIL HOLES
GIRDER TRUSS TO
9 COLUMN TO SLAB
12CONNECTION
GMU SEPARATION
HALL BTWN. UNITS
51MP50N 15TA12" OR QUICK -TIE 1512" FLAT STRAP
GONNEGTIN6 EA. 2ND STY. STUD TO TOP PLATE
CENTER STRAP ON BOT. OF TOP PLATE —,
YEN. OPENIN6
PER PLAN
DBL. STRAP AT
EA. 51DE OF OPN6.
LVL BEAM OR SIMPSON "HTTI6" HOLDDOHN
51RDER TRU55 �� H/5/8" THREADED ROD TO
PER PLAN ELK. WALL-5ET IN EPDXY FILLED
HOLE H/ 5" MIN. EMBED
---jj FILL ALL NAIL HOLES
GONG. BLOCK HALL
BEAM 1GIRDER TRUSS
6 . TO CMU WALL
12
QTPAP r(IAIKI1:rTI()KI
2 or 3 PLY 16" DP.
FLAT
61RDER TRU55
GONG. BLOCK
HALL
CONNECT HANGER TO
GMU WALL N!
Hb) 1/4"x2-1/2" 51HP50N "TITEN
FLOOR TRUSSES
6ABLE END FLR. TRU55 AT 24" O.G. MAX. 2x4 CONT. RIM BOARD
OR LAM. BEAM PER PLAN AT TDP 8 BOT. CHORD PRE-ENGINEERED ROOF
PARRALLEL TO WALL CONNECT TO EA. FLR. TRU55 OR COW
TRU55 H/ (4)I6d NAILS FRAMED RAFTER
SETBACK FACE OF
TRU55 OR BEAM 112" �� SETBACK FACE OF SIMP50N "HETA20"
FROM FACE OF BLOCK RIM BOARD 112" FROM STRAP AT EA. TRUSS -
GMU HALL FACE OF BLOCK NAILS PER SCHEDULE
SIMP50N "HETA20" ANCHOR GMU WALL
"HETA20" STRAP
NAILIN6 5GHEDULE
UPLIFT
VALUE
# OF NAILS
REQUIRED
1810
(q)IOd x 1-112"
1200
(b)IOd x 1-112"
800
(4)IOd x 1-112"
4" DIMENSION TOAT 24" O.G. MAX. - PROVIDE 2" MIN. DIMENSION 51MP50N "HETA20" ANCHOR
SOLID 2x4 VERT. BLK6. BTWN. TRU55 AT EA. FLOOR TRUSS -
STRAP FROM FACE TOP 4 BOT CHORDS FOR NAILIN6 TO STRAP FROM FILL ALL NAIL HOLES
OF BLK. WALL FILL ALL NAIL HOLES FADE OF BLK. HALL
TYPICAL FLR. TRUSS ! BEAM TYPICAL FLR. TRUSS ] BEAM CMU HALL
4 PARALLEL TO CMU WALL 2 PERPENDICULAR TO CMU WALL T
12 �2 TYPICAL TRUSS 0
UPLIFT STRAP CONNECTION UPLIFT STRAP CONNECTION BLOCK WALL CONNECTION
UNLESS OTHERWISE NOTED ON THE PLAN 'UNLESS OTHERWISE NOTED ON THE PLAN 12 * UNLESS OTHERN15E NOTED ON THE PLAN
' UPLIFT LOAD REQUIREMENT5 OBTAINED FROM SEALED
EN6INEERIN6 DRAHIN65 FROM TRU55 MANUF.
2x4 X-BRAGING AT 2x4 BOX FRAME AT 48" O.G. MAX. W/
16" DP. FLOOR 48" D.G. MAX. IN OR
05135HEATHIN6 EA. 51DE (CONNECT TO
TRUSSES rV MID 16" DP. FLOOR FIRST (2) TRU55 BAY5 - 2x4 H/ 8d NAILS AT 6" O.G.) AT FIRST (2)
SPAN BR6.-FILL TRUSSESPER PLAN CONNECT EA. END TRUSS BAY5=CONNECT EA. CORNER Hf
ALL NAIL HOLES NI (2)IOd TOENAILS (2)IOd TOENAIL5
Ib" DP. GABLE END FLR. TRU55 OR
Ib DP. LAM. BEAM PER PLAN
GONG. AT EA. F "HETA20" 5ETBAGK FACE OF RIM
BLK. AT EA. FLR. TRU55- BOARD 1/2" FROM
KkL FILL ALL NAIL HOLES FACE OF BLOCK
2 PLY-51MP50N LGUN'28-2 ALTERNATE
HAN5ER Hl (6) 5D5- 114"x2 l/2" GONG. BLOCK HALL PROVIDE 51HP50N 'HETA20" ANCHOR
SGREHS TO TRU55 5 FLR. TRUSS TO CMU WALL T 24 O.G. MAX. - PROVIDE 50LID BRACING BTWN,
(2435# MAX UPLIFT) 4" DIMENSION TO STRAP 2x4 VERT. BLK6. BTWN. TRL65 TOP i
STRAP CONNECTION FROM FACE OF BLK. HALL BOT. CHORDS FOR NAILIN6 FILL ALL FLR. TRUSSES
3 PLY-51MP50N L6UM2b-3 2 NAIL HOLES
HANSER W! (b) 505- I/4"x2 112"
GONNEGTOR VARIE5-5EE LVI IBM TRU55EAN (35 5 MAXOUP FT) MID SPAN BEARING CONDITION 3 PERIMETER WALL DETAIL
PLAN FOR INFORMATION /56"
1MP50N 'HTTI6 H,
51MP50N "L5TA12" OR QUIGK-TIE "L512' FLAT STRAPTHREADED ROD 12 TRUSSES PARRALLEL TO WALL
GONNEGTIN6 EA. 2ND STY. STUD TO 61RDER TRU55 OBLK. HALL-5ET INOXY FILLED HOLE
BEAM. CENTER STRAP ON BOT. OF TRUSS OR BEAM H/ 5" MIN. EMBED FLAT GIRDER TRUSS
FILL ALL NAIL HOLES a�
2ND STY FRAME WALL TO GIRDER TO CMU WALL
8, 12
12 OR BEAM STRAP CONNECTION HANGER CONNECTION
1st STY. FRAMING PLAN
1/4" = 1'-0"
13 DP. FLAT 61PDER TRU55 ib"
FRAMING PIAN NOTES:
I. PERMANENT OR TEMPORARY 13RAGIN6 OF TR 65E5 PER HIBgI. ANY ADDITIONAL TRU55
5RAGIN6 REQUIRED WILL BE DETERMINED BY TR65 ENGINEER ON SIGNED AND SEALED TRUSS
DIA6RAM5.
2. ALL TRU55 TO TRU55 GONNEGTOR5 TO BE SUPPLIED BY TRU55 MANUFAGTURER.
3.INDI6ATE5 #2 5YP OR BETTER 2x4 BLK6. AT 48' O.G. BTHN. TRUSS BOT. GHORD5
® W (2)-Ibd GOMMON5 TOE -NAILED EA. SIDE. (TYP. AT I5T (4) TRU55 BAY5 AT ALL
CABLE EN05 UNLE55 OTHERH15E 5HOHN ON THE PLAN)
4. ALL OVERRHAN65 TO BE 12' UNLE55 OTHERH15E NOTED ON FRAMING PLAN OR ELEVATIONS.
5. PROVIDE MIN. (2)-I0d TOE -NAILED GOMMON5 AT EA. TRU55 BEARIN6 BOTTOM GHORD TO TOP
PLATE AT ALL FRAME BR6. HALLS. (ADDS 150 LB5 UPLIFT GAPAGITY TO STRAP GAPAGITY)
6. ALL INTERIOR FRAME BEARIN6 HALL5 SUPPORT GRAVITY LOADS ONLY (NO UPLIFT
GONNEGTOR5 REQV)
1. FLOOR TRU55 TOP GHORD BEARIN6 GONDITION ON 13" DP. GIRDER TRU55 OR BEAM.
8.15T 5TY. OR 2ND STY. PLUMBING HALL, TOILET, OR FLOOR FITTING.
q. PROVIDE AG DUCT RUN THRU FLOOR TRU55E5 - MAXIMIZE OPENING AT ( ENTER OF SPAN
IO.PROVIDE 2x12 LED6ER (BOTTOM AT TR)55 BR6. HT) H/ (10) 10d NAILS AT EA. VERT. STUD.
11. PROVIDE 2x4 LE06ER A5 REQV. FOR FLOOR DECK NAILING.
12. ALL 61RDER5 5HOHN 51N6LE PLY. FOR CLARITY - SEE TRU55 EN6INEERIN6 FOR REQUIRED
NUMBER OF PLIES.
AIBICIDIE
12
5�
TYPE "A" = 7-4"
TYPE "B" = 5'4"
TYPE "G" = 4'-8"
TYPE "D" = 6'-0"
TYPE "E" = 4'-G"
SPAN PER TYPE
TRUSS PROFILES
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. - 10 PSF.), (B.C. 5 PSF.)
LATEST REVISION
DATE TO MASTER:
12-14-10
00
u.j
cif
W
_U)
_U)
�0
0
O
r
}.
F--
U o°Oo
L
w
W �
CKS WF
Z
=
F--
aLLJ=o
=
cj m
JZNc.
C
LJ -
LL N LL
_I_—
}.
W
o am
Q
Q
U�
Lu
O
w
O
r-
U)0
J _
DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
0 O
TO BE REPORTED TO M/I
HOMES FOR CLARIFICATION!
1
12 of 14
O
r
}.
F--
U o°Oo
L
w
W �
CKS WF
_ r
O Q F- GO
=
F--
aLLJ=o
=
cj m
JZNc.
C
LJ -
LL N LL
_I_—
}.
W
o am
Q
r
r
r
� O
r�
1 �
�Q>y
=
LJ_
C
1 0
(a
W
CDLu
U)0
J _
DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO M/I
HOMES FOR CLARIFICATION!
1
12 of 14
Mil ORLANDO
INDICATES AREA WITH 7116" FIRE RETARDANT TREATED INDICATES AREA WITH 7/16" FIRE RETARDANT TREATED
WOOD ROOF SHEATHING- WOOD ROOF SHEATHING-
DOUBLE K.O. BLOGK5 51MP50N "H-10" TIE AT EA. TRU55-
H/ (I) #5 @ EA. GO'JR5E FILL ALL HOLES WITH 8d x 1112" NAIL5
{I) "H-10" STRAP EOR UPLIFT5 UP TO 850 L135.
(a) 3/8" x 4" TITEN HD (2) "MT512" 5TRAP5 FOR UPLIFT5 BTHN. 860 AND 1120 LB5.
ADD'L. 5TRAP TO BE
IN5TALLED ON OPP051TE
51DE OF TRU55
•
(8) 1/4" x 21/2"5[)5 5GREH5 PRE-ENGINEERED ROOF
L GIRDER TRU55 OR GONV.
FRAMED RAFTER
ri 51MP50N L6UM410 HANGER CONT. DBL. FRAME BEARING HALL,
2x TOP PLATE BEAM, OR 61RDER TRU55
#7 GIRDER TRUSS TYPICAL TRUSS TO FRAME WALL,
13 CONNECTION DETAIL BEAM OR FLAT GIRDER TRUSS
UPLIFT STRAP CONNECTION
' UNLE55 OTHERN15E NOTED ON THE PLAN
5EE TYPICAL HALL 5EGTION FOR PLATE TO STUD CONNECTION
' UPLIFT LOAD REOUIREMENT5 OBTAINED FROM SEALED
EN6INEERIN5 PRANIN65 FROM TRU55 MANUF.
Roof Girder Connector Schedule
Max.
Max.
Z
Plan
Connector
Uplift
Gravi
Mark
Manuf.
Model No.
Qty.
Load
Load
Fasteners I Remarks
1
SIMPSON
MTS12
2
1720
(14) 10d x 1-112" EA.
2
SIMPSON
LGT2
1
1785
�z
(14) 16d SINKERS AT WALL
O
(16) 16d SINKERS AT GIRDER
3
SIMPSON
MGT
-----------------------------
1
3330
(1) 5/8" DIAM. BOLT & (22)-10d
HDU4
1
3600
(10) - 1/4" x 2 1/2" SDS SCREWS
4
SIMPSON
HU28
1
575
2450
6L TITEN 1/4" x 2 3/4" TO_CMU
4 1 Od x 1 1/2" TO TRUSS
5
SIMPSON
HU28-2
1
1085
4350121-
TITEN 1/4" x 2 314" TO CMU_
6 1 Od TO TRUSS
TITEN 1/4" x 2 3/4" TO CMU_
6
SIMPSON
HU410
1
1810
5085181-
10 10d TO TRUSS
8L TITEN HD 3/8" x 4" TO CMU
7
SIMPSON
LGUM410
1
3575
9620
8 1/4" x 2 1/2" SDS SCREWS
8
SIMPSON
HTT16
1
3480
1L5/8' DIAM. BOLT TO CMU —
08)16dTOSTUD
OR
-----
—
--
----
_—
8Z TITEN 1/4" x 2 3/4" TO CMU
MSTCM40
1
3300
22 16d SINKERS TO STUD
2nd STY. FRAMING PLAN
1/4" = 1'-0"
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. ® INDICATES #2 OR BETTER 20 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 2x12 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 ® 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./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:
12-14-10
W
00
LU
LU
��
LU0
0
r
00
0000
M Z H C8
W
.LU �oW�
CIO W C:) 0
Q= ¢w o
�+ JZNM
0
ILL. WNLJL
Q
vJ r
r
r
r p
CN1 �
O
C �
< >
1
1 O
#cp
W
^� w
`W
LU
J U)
DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO W
HOMES FOR CLARIFICATION!
�t
t
' 3
Fo
ml
f 14
/l ORLANDO
Z
Q
w
OO
�z
�z
O
r
00
0000
M Z H C8
W
.LU �oW�
CIO W C:) 0
Q= ¢w o
�+ JZNM
0
ILL. WNLJL
Q
vJ r
r
r
r p
CN1 �
O
C �
< >
1
1 O
#cp
W
^� w
`W
LU
J U)
DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO W
HOMES FOR CLARIFICATION!
�t
t
' 3
Fo
ml
f 14
/l ORLANDO
FORM 4 POUR RAKED
TIE BEAM
(I)#5 BAR GONT.H/
2" GLEARANGE TYP. -
I °
d
5TEP BLOCK HALL A5 REQUIRED TO
MAINTAIN MIN. 8' DEPTH FOR
RAKE TIE BEAM
I I ad
d
to "I
30" LONG #5 BAR -
° �` ♦ . 2" GLEARANGE FROM BOT. OF
OVERHANG
101/2"
BEND BAR ENDS
4 < ♦ Q TO TIE TOGETHER
Q
d I
� I
I
I I I t
i i 5AHGUT OUT BLOCK
END GELL FACE TO
INGREA5E POUR DEPTH
I , i AT GENTER OF HALL
I AT OVERHAN5
I
bxbxlb (ANG. KNOCKOUT BLK. GOUR5E BOND BEAM
jl
FILL 50LID Wl GONG. 4 (05 BAR DONT. bxbxlb BLOCK HALL PER PLAN
VERTIGAL REINFORCED BLOCK GELL - FILL 50LID H/ GONG.
4 (1)#5 BAR DONT. FROM FTG. TO TOP OF RAKE TIE BEAM
8
RuAKE TIE BEAM DETAIL
Q4,)
INDIGATE5 FORMED AND POURED INDIGATE5 FORMED AND POURED
RAKE TIE -BEAM MIN. b" OF. RAKE TIE -BEAM MIN. 8' OF.
H/ 1#5 BAR CONT. A H/ 1#5 BAR CONT.
ad'
d. .
SEE PLAN5 FOR LOCATION OF 6
5PRIN6 POINT 12 d VERTIGAL REINFORCED BLOCK GELL5 - 12 5PRIN6 POINT
FOR 5:12 SLOPE 5 FILL SOLID Wl GONG. 4 1#5 BAR DONT. ° ' " d 15 FOR 5:12 SLOPE
RAKE TIE BEAM 2'-O" FROM FT6. TO TOP OF RAKE TIE BEAM 21-0' RAKE TIE BEAM
a
-Z
t1 /JJ
8 I6 GONG KNOCKOUT BLOCK COURSE
INDICATES SINGLE bx x FORMED 4 POURED
FORMED 4 POURED BOND BEAM - FILL 50LID W GONG. 4 1#5 BAR CONT. OVERHANG
OVERHANG
FILL 50LID W/ GONG. 4 1#5 BAR GOVT.
FROM FTG. TO TOP OF RAKE TIE BEAM
TOP OF SLAB +0'-0" (REF. ELEV) TOP OF 5LAB +0'-0" (REF. ELEV)
1 SEPA11 RATION WALL ELEVATION BTWN. UNITS "G" & "F" AND "B" &"All FROM LEFT SIDE
14 I/4"_ -0"
INDIGATE5 FORMED AND POURED d . INDICATES FORMED AND POURED
RAKE TIE -BEAM MIN. 8' OR 4A ad RAKE TIE -BEAM MIN. b" OR
W 1#5 BAR DONT. W 1#5 BAR GONT.
d e ° 5EE PLANS FOR LOGATION OF a °
d .. VERTIGAL REINFORGED BLOCK GELL5 - 12 SPRING POINT
5PRIN6 POINT 12 ea " FILL 50LID Hl GONG. 4 1#5 BAR DONT.
FOR 5:12 SLOPE 5 FROM FTC. TO TOP OF RAKE TIE BEAM 5 FOR 5:12 5LOPE
RAKE TIE BEAM
2 -0.. a a a 2'-0" RAKE TIE BEAM
° d .
dT
a 1-
FORMED 4 POURED INDIGATE5 51N5LE bxbxlb GONG. KNOGKOUf BLOCK GOUR5E FORMED 4 POURED
OVERHAND BOND BEAM - FILL 50LID WGONG. 4 1#5 BAR DONT. OVERHANG
o
s
o
a �� �. �. v -v .� ,r-�v-�v-�v�sr �sr r-ff r-�rsrx�c xsc s'�e �sr zrsc z-r� t'stx'x-fcx7c�5c x"X JCXX'RX3CXX7C X -x lCX lKX XX
INDIGATE5 DOUBLE bxbxlb GOA. KNOCKOUT BLOCK GOUR5E
BOND BEAM - FILL 501-11) Wl GONG. 4 2#5 BAR5 DONT.
I
I TOP OF 5LAB +0'-0" (REF. ELEV.)
INDICATE5 DOUBLE bxbxlb GONG. KNOGKOUT BLOCK GOUR5E
B0NI) BEAM - FILL 50LID W/ GONG. 4 2#5 BARS GONT.
TOP OF 5LAB +0'-0" (REF. ELEV)
SEPARATION WALL ELEVATION BTWN. UNITS "F" 8 "Ell AND "C" & "B" FROM LEFT SIDE
510E TO 510E INDICATE5 FORMED AND POURED
RAKE TIE -BEAM MIN. b" DP.
5:12 5LOPE TO TOP OF W/ 1#5 BAR CANT.
- - INDIGATE5 FORMED AND POKED RAKE TIE BEAM
RAKE TIE -BEAM MIN. 8' OP. ae l'-5 13/16' 9' -II 1/4'
W/ 1#5 BAR DONT. d
° a
-
5EE PLANS FOR LOCATION OF SPRING POINT
5PRIN5 POINT 12 a VERTICAL REINFORGED BLOGK GELL5 - FOR 5:12 SLOPE
FOR 5:12 5LOPE 5 FILL SOLID Hl GONG. 4 I#5 BAR DONT.
RAKE TIE BEAM2.-0G d a FROM FT6. TO TOP OF RAKE TIE BEAM 2.-0' RAKE TIE BEAM
' s
INDIGATE5 DOUBLE bxbxlb GONG. KNOGKOUT BLOGK GOUR5E INDIGATE5 DOUBLE bxbxlb GANG. KNOCKOUT BLOCK GOUR5E
BOND BEAM - FILL 50LID Hl GONG. 4 2#5 BAR5 DONT. BOND BEAM - FILL SOLID Wi GONG. 4 2#5 BAR5 GONT.
0 0 0 0
TOP OF 5LAB +0'-0' (REF. ELEV)
TOP OF SLAB +0'-0" W. ELEV)
(---4\ SEPARATION WALL ELEVATION BTWN. UNITS "D" & "C" FROM LEFT SIDE
I0IGATE5 51N6LE bxbxlb GONG. KNOCKOUT BLOCK GOUR5E FORMED 4 POKED
BOND BEAM - FILL 50LID Hl GONG. 4 1#5 BAR DONT. OVERHW
12
4. ° 5
0
INOIGATE5 DOUBLE bxbxlb GONG. KNOGKOUT BLOCK GOURSE INDIGATE5 DOUBLE bxbxlb GONG. KNOCKOUT BLOGK GOUR5E
BOND BEAM - FILL SOLID Hl GONG. 4 2#5 BAR5 DONT. BOND BEAM - FILL 50LID W/ GONG. 4 2#5 BARS CONT.
0? 151
o �
s
TOP OF SLAB +0'-0" (REF. ELEV) TOP OF 5LAB +0'-0" (REF. ELEV)
3 \ SEPARATION WALL ELEVATION BTWN. UNITS "E" & "D"FROM LEFT SIDE (REVERS"C" & "B"
LATEST REVISION
DATE TO MASTER:
12-14-10
SIDE TO 51DE
F- Cb
H
L U Z13Qw�
in
O
5:12 5LOPE TO TOP OF
12
W
�Lu
0
O
RAKE TIE BEAM
5 a
d4
°
ad
> I
7A F �
0
I1' -I 15/32" 2'-41/8"
de
.
OO
�
I..1-..
LLz
12 INDIGATE5 FORMED
AND POURED
�z
O C/)J
cl)
a ° 5 RAKE TIE -BEAM MIN.
b' DP.
O
ONLY, ANY 015GREPENGIE5
TO BE REPORTED TO M4
a
°
SEE PLANS FOR LOCATION OF
W/ I#5 BAR DONT.
M/I ORLANDO
VERTICAL REINFORCED BLOCK GELL5
-
SPRING POINT
12 a
FILL 50LID Wl GONG. 4 1#5 BAR DONT.
FOR 5:12 SLOPE
5F--
FROM FTG. TO TOP OF RAKE TIE BEAM
RAKE TIE BEAM°
21-0"
a31-411
e
a
/
L!
INDIGATE5 SINGLE 8xbxlb GONG. KNOCKOUT BLOCK GOUR5E
FORMED 4 POKED
BOND BEAM - FILL 501-10 H/ GONG. 4 1#5 BAR DONT.
OVERHANG
o
s d'
5EE PLAN5 FOR LOCATION OF
`
VERTIGAL REINFORCED BLOCK GELL5 -
`s
FILL 50LID H/ (ANG. 4 1#5 BAR CONT.
0
5PRIN6 POINT FOR
FROM FT6. TO TOP OF RAKE TIE BEAM
12
0
5:12 SLOPE
5
RAKE TIE BEAM
INDIGATE5 DOUBLE 1,1 14, GONG. KNOGKOUT BLOGK GOUR5E
INOIGATE5 DOUBLE bxbxlb GONG. KNOCKOUT BLOGK GOUR5E
BOND BEAM - FILL SOLID WGONG. 4 2#5 BAR5 GOVT.
BOND BEAM - FILL 50LID WGONG. 4 2#5 BARS DONT.
51NCLE bxbxlb GONG.
FORMED 4 POURED
OVERHANG
KNOCKOUT BLOGK GOUR5E
BOND BEAM - FILL 501-10
d'
W/ GONG. 4 1#5 BAR DONT.
-0
0
5EE PLAN5 FOR LOCATION OF o
m
—
VERTIGAL REINFORCED BLOCK GELL5 -
FILL 50LID W/ GONG. 4 1#5 BAR GOVT.
FROM FTG. TO TOP OF RAKE TIE BEAM
TOP OF SLAB +0'-0" (REF. ELEV) TOP OF 5LAB +0'-0" (REF. ELEV)
1 SEPA11 RATION WALL ELEVATION BTWN. UNITS "G" & "F" AND "B" &"All FROM LEFT SIDE
14 I/4"_ -0"
INDIGATE5 FORMED AND POURED d . INDICATES FORMED AND POURED
RAKE TIE -BEAM MIN. 8' OR 4A ad RAKE TIE -BEAM MIN. b" OR
W 1#5 BAR DONT. W 1#5 BAR GONT.
d e ° 5EE PLANS FOR LOGATION OF a °
d .. VERTIGAL REINFORGED BLOCK GELL5 - 12 SPRING POINT
5PRIN6 POINT 12 ea " FILL 50LID Hl GONG. 4 1#5 BAR DONT.
FOR 5:12 SLOPE 5 FROM FTC. TO TOP OF RAKE TIE BEAM 5 FOR 5:12 5LOPE
RAKE TIE BEAM
2 -0.. a a a 2'-0" RAKE TIE BEAM
° d .
dT
a 1-
FORMED 4 POURED INDIGATE5 51N5LE bxbxlb GONG. KNOGKOUf BLOCK GOUR5E FORMED 4 POURED
OVERHAND BOND BEAM - FILL 50LID WGONG. 4 1#5 BAR DONT. OVERHANG
o
s
o
a �� �. �. v -v .� ,r-�v-�v-�v�sr �sr r-ff r-�rsrx�c xsc s'�e �sr zrsc z-r� t'stx'x-fcx7c�5c x"X JCXX'RX3CXX7C X -x lCX lKX XX
INDIGATE5 DOUBLE bxbxlb GOA. KNOCKOUT BLOCK GOUR5E
BOND BEAM - FILL 501-11) Wl GONG. 4 2#5 BAR5 DONT.
I
I TOP OF 5LAB +0'-0" (REF. ELEV.)
INDICATE5 DOUBLE bxbxlb GONG. KNOGKOUT BLOCK GOUR5E
B0NI) BEAM - FILL 50LID W/ GONG. 4 2#5 BARS GONT.
TOP OF 5LAB +0'-0" (REF. ELEV)
SEPARATION WALL ELEVATION BTWN. UNITS "F" 8 "Ell AND "C" & "B" FROM LEFT SIDE
510E TO 510E INDICATE5 FORMED AND POURED
RAKE TIE -BEAM MIN. b" DP.
5:12 5LOPE TO TOP OF W/ 1#5 BAR CANT.
- - INDIGATE5 FORMED AND POKED RAKE TIE BEAM
RAKE TIE -BEAM MIN. 8' OP. ae l'-5 13/16' 9' -II 1/4'
W/ 1#5 BAR DONT. d
° a
-
5EE PLANS FOR LOCATION OF SPRING POINT
5PRIN5 POINT 12 a VERTICAL REINFORGED BLOGK GELL5 - FOR 5:12 SLOPE
FOR 5:12 5LOPE 5 FILL SOLID Hl GONG. 4 I#5 BAR DONT.
RAKE TIE BEAM2.-0G d a FROM FT6. TO TOP OF RAKE TIE BEAM 2.-0' RAKE TIE BEAM
' s
INDIGATE5 DOUBLE bxbxlb GONG. KNOGKOUT BLOGK GOUR5E INDIGATE5 DOUBLE bxbxlb GANG. KNOCKOUT BLOCK GOUR5E
BOND BEAM - FILL 50LID Hl GONG. 4 2#5 BAR5 DONT. BOND BEAM - FILL SOLID Wi GONG. 4 2#5 BAR5 GONT.
0 0 0 0
TOP OF 5LAB +0'-0' (REF. ELEV)
TOP OF SLAB +0'-0" W. ELEV)
(---4\ SEPARATION WALL ELEVATION BTWN. UNITS "D" & "C" FROM LEFT SIDE
I0IGATE5 51N6LE bxbxlb GONG. KNOCKOUT BLOCK GOUR5E FORMED 4 POKED
BOND BEAM - FILL 50LID Hl GONG. 4 1#5 BAR DONT. OVERHW
12
4. ° 5
0
INOIGATE5 DOUBLE bxbxlb GONG. KNOGKOUT BLOCK GOURSE INDIGATE5 DOUBLE bxbxlb GONG. KNOCKOUT BLOGK GOUR5E
BOND BEAM - FILL SOLID Hl GONG. 4 2#5 BAR5 DONT. BOND BEAM - FILL 50LID W/ GONG. 4 2#5 BARS CONT.
0? 151
o �
s
TOP OF SLAB +0'-0" (REF. ELEV) TOP OF 5LAB +0'-0" (REF. ELEV)
3 \ SEPARATION WALL ELEVATION BTWN. UNITS "E" & "D"FROM LEFT SIDE (REVERS"C" & "B"
LATEST REVISION
DATE TO MASTER:
12-14-10
m
O00
F- Cb
H
L U Z13Qw�
in
O
� Q
_U
W
�Lu
0
O
2
«i
r�:=
> I
7A F �
0
5PRIN6 POINT FOR
/5:12 SLOPE
RAKE TIE BEAM
FORMED 4 POURED
OVERHANG
IWLE bxbxlb GANG.
KNOCKOUT BLOGK GOUR5E
cz BOND BEAM - FILL SOLID
Wl GONG. 4 1#5 BAR CONT.
m
O00
F- Cb
H
L U Z13Qw�
in
Z
� Q
2 H � m co
= Q w 2 0
F-
Z cv.)
M
O
L.1- N L.1-
«i
Q
> I
U�
Lu
w
OO
�
I..1-..
LLz
�z
O C/)J
cl)
DO NOT 5GALE PRINT51
G0 6TRUGTION 5HALL BE
O
ONLY, ANY 015GREPENGIE5
TO BE REPORTED TO M4
HONES FOR GLARIFIGATIONI
t
5PRIN6 POINT FOR
/5:12 SLOPE
RAKE TIE BEAM
FORMED 4 POURED
OVERHANG
IWLE bxbxlb GANG.
KNOCKOUT BLOGK GOUR5E
cz BOND BEAM - FILL SOLID
Wl GONG. 4 1#5 BAR CONT.
m
O00
F- Cb
L U Z13Qw�
in
Cu L u o
� Q
2 H � m co
= Q w 2 0
F-
Z cv.)
M
O
L.1- N L.1-
«i
i 1-!J
CD
5PRIN6 POINT FOR
/5:12 SLOPE
RAKE TIE BEAM
FORMED 4 POURED
OVERHANG
IWLE bxbxlb GANG.
KNOCKOUT BLOGK GOUR5E
cz BOND BEAM - FILL SOLID
Wl GONG. 4 1#5 BAR CONT.
V, r
r
Q
N O
� Q
>
O
«i
CD
W
I..1-..
LL
O C/)J
cl)
DO NOT 5GALE PRINT51
G0 6TRUGTION 5HALL BE
PER INDIGATED DINE1510%
ONLY, ANY 015GREPENGIE5
TO BE REPORTED TO M4
HONES FOR GLARIFIGATIONI
t
14 of 14
M/I ORLANDO
y
z
N
T-
00
0
r
RISER
ROOF TRU55E5 OR 2x RAFTERS
THE
FLIGHT
AT 24" O.G.- CONNECT
DIRECTLY ABOVE THE LOWEST
RISER
H/ (2)Ibd MIN. GOMMON5
THE
bd NAILS AT 3" O.G. AT
TOE -NAILED TO TOP PLATE
ENDS SHALL BE RETURNED OR
514E ATHIN6 AND RAKE BEAM
(SEE ROOF NAILING PATTERN) AND
R, -31b INSULATION
SHEATHING EDGES
5TA6GER NAILS BTHN.
'5P2 AT EA. 51N6LE
CONTINUOUS AGRO55 I5t (2) TRU55 BAYS
b" G.M.U.
GONNEGT TO EA. BOTTOM GHORD W/ (4)
SEE ROOF PLAN FOR REOV.
STRAP AT EA. MEMBER
PANEL ED6E5
STUD TO TOP PLATE
"HETA20' 5TRAP 24" OL. PROTIDE 5OLI0
J
2x4 BLOGKIN6 BETWEEN TOP 4 BOT. GHOF55
��'
NOTES:
"D5P" AT EA. DOUBLE
AK
ALT.
DETAIL @ FLOOR TRUSS
��'
IXIO 5TRINGER / IN DEPTH
I. NAILHEAD5 SHALL _ ______ ________
NOT PENTRATE THE FACE - --- ZT
- STUD PANEL E06E TO
TOP PLATE
I/2" 6YP5UM BD.
ry z
-
— REFER TO HEADER
OF THE 5HEATHIN6 BY MORE I I i j
MONOLITHIC SLAB EDGE
DRIP E06E 12'
DIAPHRAM AREA
SGHED. FOR SIZES
THAN THE NAILHEAD THICKNESS. I I I t
26 STAIR I FD6ER CONNECT TO
REMAINDER AT 1" D.G.
115P2" AT 1611 O.G.
2. PROVIDE I/b" SPACE BETNEEN i ti ii
i
FLOOR TRUSS, W/ (2)IOd NAILS AT
2x4/2xb 5UBFA5GIA
AGRO55 HDR. SPAN
5HEATHING PANEL5. U
I I t l
REFER TO 5U131).
3/4" PLYHD. /
b" O.G. MAX. OR EQUIVALENT
I 15TA24" STRAP AT
lul
FOR FASCIA MATERIAL
R15ER
HDR. STUD TO BEAM
If II
m
I
W
ls�r
FOR REQUIRED IN50LATION R -VALUE
¢
I (2) STRAPS EA. 51DE
bd NAILS AT b" O.G. VERT. I t
U i i
W/ (2)IOd TOE -NAILED COMMONS
Q
'
i WITH (4) OR MORE TRU55E5
AT FIELD 5TUD5
U U
2x STUDS AT
STAGG ERED EA. 51DE
1/I6" MIN. 5TRUGTURAL HALL
AGRO55 OPN6.
Ib" O.G.
CONT. 2x4 PLATE
��
bd NAILS AT 3" O.G. AT i i i
5HEATHIN6 ED6E5 U
NO STRAP REOV. AT
o�
o
CONNECT PLYW. R15ER TO
I
15TA24" STRAP AT HDR.
t I
STAGGER NAILS BTHN. W
STUD TO PLATE IF
Q
2X4 WOOD BLOCK BY
I STUD TO RIM BD./BLKG.
PANEL EDGES
5HEATHING GONT. TO
GEILIN6 AREAS NO GREATER THAN 500 S.F.
_ ¢
N
I FOR OPN65. > 5'-0"
W
BOT. OF FLR. TRU65
TO FLR. TRU55 N/ (4)lbd NAILS
2x4 OR 2xb RIM BD. BTHN.
bd NAIL5 AT 3" O.G. HORIZ. II
FLR. TRUSSES, AT
GONTINUOU5 PVG MID WALL
O.G. (M
o
FLR. TRUSS, -- GONNECT TO
AT 2x SILL PLATE U i i
24" O.G.
I/2" GYPSUM W.
TRU55 H/ (4)lbd NAILS (2x4)
_-z1L_=_�_-_=_LL__-=_=
__
FILL ALL HOLES H/ NAILS
DIAPHRAM AREA @ 6ARA6E GEILIN6 H/
(b)Ibd NAIL5 (2xb)
2X4 BLKG. BTHN. r==rT •=,;T=�
H -7
RIM I •I tRIM
BD. AT ALL I
r 2X4 BLK6. BTHN.
BD. AT ALL
EA. VERT. CHORD (24" O.G. MAX)�
11 M
a 2x4 P.T. RIM BD. BTHN.
-
SHEATHING EDGES----- I'1- t
SHEATH}N6 EDGES
/ W/ (2) 10d COMMONS
FLR. TRU55 -- CONNECT
TO TRU55 Nl (4)lbd NAILS
PROVIDE DBL. ROH OF bd NAILS AT
bd NAILS AT 3" O.G. HOP,
0
/
5EE PLANS FDR LOCATIONS AND TYPES
DBL. 2x4 SOLID BLKG.
ALTERNATE GOVT. 2xb TOP RAIL I.L.O. AT TOP AND BOTTOM RIM BD.
/
BELON HDR. STUDS,
NAILING TO FLR. TRL65 BLK6. BTHN. RAILS
OR TRL65 CHORD
4
\
KICK PLATE
OF OPN65. > 5'-0"
EXT. WALL
SHEATHING
e
GONG. BLOCK EXT. HALL
-Li
"HETA20" 5TRAP AT EA. FLR. TRU55 END
OI�iI�4�4f7D.CAAPILEEEI�1LfRf1��5
DETAIL AT 2 -STY.
2 -STY.
EXT. FRAME
REQUIRED NA PATTERN AS, NOTED FOR WALL CONNECTOR DETAIL
SHEATHING TO AGT GT AS UPLIFT LOAD GONNIEGTOR
BETWEEN HALL 5TUD5 AND FLOOR TRU55E5
HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL
LENGTH OF THE FLIGHT,
FROM
A
POINT
DIRECTLY
ABOVE
THE
TOP
RISER
OF
THE
FLIGHT
TO A POINT
DIRECTLY ABOVE THE LOWEST
RISER
OF
THE
FLIGHT.
HANDRAIL
ENDS SHALL BE RETURNED OR
SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS.
HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT
LESS THAN 1-1 I2" (38MM) BETWEEN THE WALL AND THE HANDRAILS
1 1/2" DIAMETER GONT.
HANDRAIL
//A
TYPICAL SECTION AT HANDRAIL
9
BALUSTER SPACING MUST REJECT 4" DIA. SPHERE
UP TO HEIGHT OF 34" - BOTTOM RAIL OR CURB
Lu
MUST REJECT 2" DIA. SPHERE
STAIR TREAD AND RISER CALCULATION
Q
Imm
(2) RISERS + 1 TREAD = 24" MIN. TO 25" MAX.)
REFER TO FLOOR PLAN FOR NUMBER OF TREA05 AND R15ER5
y
HANDRAIL WITH CIRCULAR GRO55
SECTION DIAMETER BTWN.1 112" TOTAL STAIR RUN
TO 2' OR PROVIDE GRO55
SECTION OF EC�UIVALENT
6RA5PABILITY PERFORMANCE
FLOOR PRE-EU6'D. FLOOR
MANUF. INSTALLATION DETAIL5) OVER 15# FELT
TRUSSES � 24' O.G.
MINIMUM TREAD (NOT INGLUDIN6 N051N6) = q HIDE
2xb BLOGKING BEHIND HANDRAIL i° Nei
TOP AT 3q" ABOVE E06E OF TREAD
AT 24" O.G. (MAX)
3/4" PLYHOOD
FLOORIU
AT 12" O.G.-EDGE, 24" O.G.-FIELD) ON
M
FLOOR TRUSS
1/I6" SPAN RATED 5TRUGTURAL SHEATHING
FLOOR TRU55 OF DOR
514E ATHIN6 AND RAKE BEAM
(SEE ROOF NAILING PATTERN) AND
R, -31b INSULATION
6(P5UM BOARD 2x4 DIAPHRAM BLOGKIN6 ® 24' OL.
PRE-EN6'RED ROOF TRUSSES AT 24" O.G.
CONTINUOUS AGRO55 I5t (2) TRU55 BAYS
b" G.M.U.
GONNEGT TO EA. BOTTOM GHORD W/ (4)
12
NAIL (2)20 TO BOTTOM OF
NOTE: PICKETS SHALL BE PLACED
"HETA20' 5TRAP 24" OL. PROTIDE 5OLI0
J
2x4 BLOGKIN6 BETWEEN TOP 4 BOT. GHOF55
��'
/ FLOOR TR 6512' OR LE55
NO GREATER THAN 4 O.G.
VERTICAL.
ALT.
DETAIL @ FLOOR TRUSS
��'
IXIO 5TRINGER / IN DEPTH
II II
nll OVER VAPOR BARRIER
FIN15H GRADE
I/2" 6YP5UM BD.
ry z
-
' I' NOSING /
4'-0'
MONOLITHIC SLAB EDGE
DRIP E06E 12'
DIAPHRAM AREA
REINF. FILLED GELL AS,
2x12 TREAD / /
26 STAIR I FD6ER CONNECT TO
REMAINDER AT 1" D.G.
FA5GIA MATERIAL -
i
FLOOR TRUSS, W/ (2)IOd NAILS AT
2x4/2xb 5UBFA5GIA
GLUED W bd HAIL5 AT 12" O.G. IN FIELD
�o
REFER TO 5U131).
3/4" PLYHD. /
b" O.G. MAX. OR EQUIVALENT
5PEGIFIGATION5
PROVIDE DRAFTSTDPPIN6 TD SEPARATE
CEILING AREAS NO GREATER THAN 500 S.F.
FOR FASCIA MATERIAL
R15ER
Lu
m
REFER TO ENERGY GALGULATIDN
GONNEGT CARRIAGE TO LEDGER
ls�r
FOR REQUIRED IN50LATION R -VALUE
¢
DONT. ALUM.
W/ (2)IOd TOE -NAILED COMMONS
Q
'
C)
Z
/
STAGG ERED EA. 51DE
1/I6" MIN. 5TRUGTURAL HALL
u-
CONT. 2x4 PLATE
��
3/4" TSG PLYHDOD FLOOR -NAILED 8
m
Lu
o�
o
CONNECT PLYW. R15ER TO
TO FLR. TRU55 N/ (4)lbd NAILS
AND b" O.G. AT PANEL EDGES
Q
2X4 WOOD BLOCK BY
TREAD WITH (4) bd NAIL5
TRU55 MANUFACTURER
GEILIN6 AREAS NO GREATER THAN 500 S.F.
_ ¢
CONT. 2x4 PT BOTTOM RAIL-GONNEGT
TO FLR. TRU55 N/ (4)lbd NAILS
cr
2x12 GARRIAGE AT SIDES AND
GONTINUOU5 PVG MID WALL
O.G. (M
o
STUCCO WEEP 5GREED
CENTER OF STAIRS HITH 2xb
I/2" GYPSUM W.
51MP50N "HETA20" AT EA. TRUSS
/ SPACER AT 51DE WALL5
FILL ALL HOLES H/ NAILS
DIAPHRAM AREA @ 6ARA6E GEILIN6 H/
(TRU55 PARRALLEL TO WALL-5TRAP AT
/ CONNECT SPACER TO EA. STUD
EA. VERT. CHORD (24" O.G. MAX)�
REMAINDER AT 1" O.G.
bxbxlb GONG. KNOCKOUT BLK.
/ W/ (2) 10d COMMONS
a�
TOP COURSE -FILL Hl GONG. II
ABV. TYP. HDH. AND DOOR OPN65.
o
/
5EE PLANS FDR LOCATIONS AND TYPES
/
/
2x4 P.T.
/
KICK PLATE
TYPICAL STAIR SECTION
5GALE: N.T.5.
FLASHING:
ALL ROOF AND HALL FLASHING TO BE ALUMINUM OR
6ALV. METAL MATERIAL. GONNEGT N/ 6ALV. METAL
NAIL5 AT 24" O.G. MAX.
CONT. 2xb TOP RAIL- GONNTEC
TO FLR. TRU55 Hl (b)Ibd NAILS
EXT. 5HEATHIN6 NAILING PATTE
PROVIDE bd NAILS AT 3" Of
(2) ROH5 AT 2xb TOP RAIL
(1) ROH AT 2x4 BOT. RAIL
DONT. 2x4 BOT. RAIL- GONNEC
TO FLR. TP465 W/ (4)lbd NAILS
(2x4 P.T. IF IN CONTAGT N/ GO
ALTERNATE FLR.
IN LIEU OF 2x4 BLKG. BTHN. RAILS
A5 PART OF FLR. TRU55 END GON5T.
2x4 5YP #2 5TUD5 ® IV O.G.
3/4' PLYWOOD
ROOF TRU55E5 OR 2x RAFTERS
AT 24" O.G.- GONNEGT
H/ (2)lbd MIN. GOMMON5
TOE -NAILED TO TOP PLATE=
51MP50N "5P2"
I
I
I
I
2x 5TUD5 AT
Ib" O.G.
SEE ROOF PLAN FOR REOV.
5TRAP AT EA. MEMBER
,--REFER TO HEADER
5GHED. FOR 51ZE5
51MP50N "DW
AT lb" O.G.
AGRO55 HDR. 5PAN
51MP50N "L5TA24"
5TRAP AT
HDR. STUD TO BEAM
I 2x4 OR 2xb RIM BD. BTHN.
FLR. TRU55E5 AT ( FLR. TRU55 -- CONNECT TO
24" O.G. TRU55 H/ (4)lbd NAILS (2x4)
(b)lbd NAILS (2xb)
2x4 P.T. RIM BD. BTHN.
FLR. TPL55 -- GONNEGT
TO TRU55 H/ (4)lbd NAILS
DBL. 2x4 SOLID BLKG.
BELOH HDR. STUDS
OF OPNGS. > 5'-0"
GONG. BLOCK EXT. HALL "HETA20" STRAP AT 24" O.G. MAX. AT
FLR. TRU55 PERP. TO HALL OR
24" O.G. AT GABLE END TR155
2-57Y. EXT. FRAME
HALL GONNEGTOR DETAIL
5HIN6LE5 (ATTACH W/ 6ALV. METAL ROOFING NAILS PER
FLOOR PRE-EU6'D. FLOOR
MANUF. INSTALLATION DETAIL5) OVER 15# FELT
TRUSSES � 24' O.G.
T/Ib" MIN. 5TRUGTI,RAL WALL
AT 24" O.G. (MAX)
SHEATHING
AT 12" O.G.-EDGE, 24" O.G.-FIELD) ON
M
TOP CHORD OF BOT. CHORD
1/I6" SPAN RATED 5TRUGTURAL SHEATHING
FLOOR TRU55 OF DOR
514E ATHIN6 AND RAKE BEAM
(SEE ROOF NAILING PATTERN) AND
R, -31b INSULATION
6(P5UM BOARD 2x4 DIAPHRAM BLOGKIN6 ® 24' OL.
PRE-EN6'RED ROOF TRUSSES AT 24" O.G.
CONTINUOUS AGRO55 I5t (2) TRU55 BAYS
b" G.M.U.
GONNEGT TO EA. BOTTOM GHORD W/ (4)
12
IDd NAILS
SEE ROOF PLAN PER
"HETA20' 5TRAP 24" OL. PROTIDE 5OLI0
J
2x4 BLOGKIN6 BETWEEN TOP 4 BOT. GHOF55
z
WHERE STRAP DOE5 NOT ALI6N W/ TRI%
GONT. 2x4 DBL. PLATE IN
VERTICAL.
ALT.
DETAIL @ FLOOR TRUSS
ROOF TRU55E5 OR 2x RAFTERS
AT 24" O.G.- GONNEGT
H/ (2)lbd MIN. GOMMON5
TOE -NAILED TO TOP PLATE=
51MP50N "5P2"
I
I
I
I
2x 5TUD5 AT
Ib" O.G.
SEE ROOF PLAN FOR REOV.
5TRAP AT EA. MEMBER
,--REFER TO HEADER
5GHED. FOR 51ZE5
51MP50N "DW
AT lb" O.G.
AGRO55 HDR. 5PAN
51MP50N "L5TA24"
5TRAP AT
HDR. STUD TO BEAM
I 2x4 OR 2xb RIM BD. BTHN.
FLR. TRU55E5 AT ( FLR. TRU55 -- CONNECT TO
24" O.G. TRU55 H/ (4)lbd NAILS (2x4)
(b)lbd NAILS (2xb)
2x4 P.T. RIM BD. BTHN.
FLR. TPL55 -- GONNEGT
TO TRU55 H/ (4)lbd NAILS
DBL. 2x4 SOLID BLKG.
BELOH HDR. STUDS
OF OPNGS. > 5'-0"
GONG. BLOCK EXT. HALL "HETA20" STRAP AT 24" O.G. MAX. AT
FLR. TRU55 PERP. TO HALL OR
24" O.G. AT GABLE END TR155
2-57Y. EXT. FRAME
HALL GONNEGTOR DETAIL
5HIN6LE5 (ATTACH W/ 6ALV. METAL ROOFING NAILS PER
=
MANUF. INSTALLATION DETAIL5) OVER 15# FELT
'
(2" 51DE LAP / 4" END LAP AND GAP NAILS
AT 24" O.G. (MAX)
L
Q '
AT 12" O.G.-EDGE, 24" O.G.-FIELD) ON
M
OPEN GMU WALL CELLS - REFER TO
1/I6" SPAN RATED 5TRUGTURAL SHEATHING
ENERGY CALCULATION FOR R -VALUE
514E ATHIN6 AND RAKE BEAM
(SEE ROOF NAILING PATTERN) AND
R, -31b INSULATION
DOHEL AND TOP G0UR5E REBAR
PRE-EN6'RED ROOF TRUSSES AT 24" O.G.
AT EA. REINF. GONG. FILLED BLOCK
b" G.M.U.
HURR. STRAP AT EA. TRU55
12
II PREGA5T HON. 51LL - TYP. AT
SEE ROOF PLAN PER
�—
J
ELEV.
z
II II
GONT. 2x4 DBL. PLATE IN
l 4" 3 1/2" MIN. GONG. SLAB (2500 P51)
`V
SIMPSON 5P2 AT EA. SND
AAAAAAAA/
II II
nll OVER VAPOR BARRIER
FIN15H GRADE
I/2" 6YP5UM BD.
ry z
-
ii EARTH FILL
4'-0'
MONOLITHIC SLAB EDGE
DRIP E06E 12'
DIAPHRAM AREA
REINF. FILLED GELL AS,
OVER FA50A FA5TEN H/ 5d NAIL5 AT 4" D.G.
LOCATED PER SLAB PLAN
REMAINDER AT 1" D.G.
FA5GIA MATERIAL -
3/4" T46 PLYNOOD FLOOR -NAILED $
2x4/2xb 5UBFA5GIA
GLUED W bd HAIL5 AT 12" O.G. IN FIELD
�o
REFER TO 5U131).
APCANS AT 12"
z
5PEGIFIGATION5
PROVIDE DRAFTSTDPPIN6 TD SEPARATE
CEILING AREAS NO GREATER THAN 500 S.F.
FOR FASCIA MATERIAL
R -IE MIN. INSULATION -
REFER TO ENERGY GALGULATIDN
FOR REQUIRED IN50LATION R -VALUE
DONT. ALUM.
VENTED SOFFIT
2x4 5YP STUD, AT Ib" O.G. @ V-1 IV WALLS
1/b" THK. GEMENT PLASTER OVER
2X3 SPF STUDS AT I b' O.G. ®WALLS > b' -I 10' H.
1/I6" MIN. 5TRUGTURAL HALL
5HEATHIN6-5EE DETAIL FOR
CONT. 2x4 PLATE
REOV. NAILING PATTERN
3/4" TSG PLYHDOD FLOOR -NAILED 8
DONT. 2x4 TOP RAIL-GONNEGT
GLUED W bd NAILS AT 12" O.G. IN FIELD
TO FLR. TRU55 N/ (4)lbd NAILS
AND b" O.G. AT PANEL EDGES
2X4 WOOD BLOCK BY
PROVIDE DRAFT5TOPPIN6 TO SEPARATE
TRU55 MANUFACTURER
GEILIN6 AREAS NO GREATER THAN 500 S.F.
CONT. 2x4 PT BOTTOM RAIL-GONNEGT
TO FLR. TRU55 N/ (4)lbd NAILS
ENG E5
;24"
GONTINUOU5 PVG MID WALL
O.G. (M
STUCCO WEEP 5GREED
I/2" GYPSUM W.
51MP50N "HETA20" AT EA. TRUSS
4'-0' (5/b" TYPE 'X" GYP. BD.
FILL ALL HOLES H/ NAILS
DIAPHRAM AREA @ 6ARA6E GEILIN6 H/
(TRU55 PARRALLEL TO WALL-5TRAP AT
FASTEN( W 5d NAILS AT 4" O.G. LIVING AREA ABOVE)
EA. VERT. CHORD (24" O.G. MAX)�
REMAINDER AT 1" O.G.
bxbxlb GONG. KNOCKOUT BLK.
PRE-EN6'RED. PRECAST GONG. LINTEL
a�
TOP COURSE -FILL Hl GONG. II
ABV. TYP. HDH. AND DOOR OPN65.
o
AND 1 #5 BAR DONT ��
5EE PLANS FDR LOCATIONS AND TYPES
5GALE: I/2"= I'-0"
NO STRUCTURAL MEMBER OR BLD6.5ERVIGE SHALL PENETRATE THE
FIRE RATED SHAFT WALL BETIEEN UNITS. ASPHALT 5HIN6LE5 ON
d
STRUCTURAL 5HEATHIN67
It 1/2" DRYHALL OVER Ix2 P.T. (MIN j
z
AT 24" O.G. (MAX)
Z
o
I GORE -FILL 500 FOAM INSULATION IN ALL
M
OPEN GMU WALL CELLS - REFER TO
fl
ENERGY CALCULATION FOR R -VALUE
514E ATHIN6 AND RAKE BEAM
I #5 VERT. BAR TIED INTO #5 BAR
1/2" EXTERIOR PORTLAND
DOHEL AND TOP G0UR5E REBAR
GEMENT PLASTER OVER
AT EA. REINF. GONG. FILLED BLOCK
b" G.M.U.
II GELL AS, LOCATED PER PLANS
ROOF TRU55E5
II PREGA5T HON. 51LL - TYP. AT
AT 24" O.G.
5TD. NOH. OPNG.
J
b GONG.
z
II II
GNU HALL CELLS - REFER TO ENERGY
l 4" 3 1/2" MIN. GONG. SLAB (2500 P51)
`V
Ir MIN. H/ FIBERME5H OR bxb 10/10 NW
II II
nll OVER VAPOR BARRIER
FIN15H GRADE
II
GLEAN GOMPAGTED
ry z
-
ii EARTH FILL
#5 BAR DOI IEL TIED TO
MONOLITHIC SLAB EDGE
FTG. REBAR AT EA.
2O' FOOTING PER SLAB PLAN
REINF. FILLED GELL AS,
MIN.
LOCATED PER SLAB PLAN
TYP. EXT. 2 -STORY WALL SECTION
5GALE: I/2"= I'-0"
NO STRUCTURAL MEMBER OR BLD6.5ERVIGE SHALL PENETRATE THE
FIRE RATED SHAFT WALL BETIEEN UNITS. ASPHALT 5HIN6LE5 ON
m
000
STRUCTURAL 5HEATHIN67
4'-0" MIKEAGH SIDE OF CENTER LINE OF WALL - (SEE ROOF NAILING PATTERN)
PROVIDE FIRE RETARDANT TREATED WOOD AND PRE-EN6'RED ROOF
U) LLJ Lo
ROOF 5HEATHIN6 TRUSSES AT 24" O.G.
Z
I
SEAM W/ (I) #5 GOVT.
PROVIDE GONT. FIRE CAULK RADIANT
OR FIRE WOOL ®ROOF BARRIER
CLEARANCE
514E ATHIN6 AND RAKE BEAM
FROM TOP OF BEAM
Q CONSTRUCTION JOINT
"w`V�
.�<
Q
PRE-E%INEERE
c)
ROOF TRU55E5
w
AT 24" O.G.
elf
1/2" 6YPSU M EV R -3b INSULATION
b GONG.
FOAM GORE FILL INSULATION IN ALL OPEN
K COURSE
GNU HALL CELLS - REFER TO ENERGY
Ir, AND
CALCULATION FOR R -VALUE
IT.
�z
1/2 DRYWALL OVER DBL. Ix2 P.T.
J U)
AT 24" O.G. (MAX)
3:O
bxbxlb 2 HR. FIRE -RATED
ONLY, ANY 015GREPE%lE5
GMU WALL
HOMES FOR GLAWFIGATIONI
#5 VERT. BAR TIED INTO #5 BAR
D3
D%EL AND TOP COURSE REBAR AT
EA. REINF. GONG. FILLED BLOCK
CELL AS LOCATED PER PLANS
3/4" T46 PLYNOOD FLOOR -NAILED $
GLUED W bd HAIL5 AT 12" O.G. IN FIELD
(I)
AND b" O.G. AT PANEL EDGES
APCANS AT 12"
z
RED
PROVIDE DRAFTSTDPPIN6 TD SEPARATE
CEILING AREAS NO GREATER THAN 500 S.F.
�—PRE-EN6RED. FLR TRUSSES AT
24" O.G. (MAXJ 5TAC-HRED
BTM. ADJ. UNITS
�I/2"6(P5UM W.
GORE -FILL 500 FOAM INSULATION IN
ALL OPEN GMU WALL CELLS
1/2" DRYWALL OVER DBL. Ix2 P.T.
(MIND AT 24" D.G. (MAXJ
bxbxlb 2 HR. FIRE -RATED
GMU WALL
#5 VERT. BAR TIED INTO #5 BAR
DOY EL AND TOP COURSE REBAR AT
EA. REINF. GONG. FILLED BLOCK
CELL AS, LOCATED PER PLANS
3 U2' MIN. GONG. SLAB
(250 '0 P51) W FI5ERME5H
OR bxb 10/10 WHM OVER
VAPOR BARRIER
GLEAN COMPACTED
EARTH FILL
MONOLITHIC SLAB
FOOTIN6 PER SLAB PLAN
TV. UNIT 5EPARATION HALL 5EGTION AT
ROOF TRU55 PARRELLEL TO FRAME HALL
5GALE: 1/2"=1'-0"
LATEST REVISION
DATE TO MASTER:
12-14-10
0
W
ry
W
0
m
O
m
000
a-+
U
M Z
F --
U) LLJ Lo
X: F-� Lu
Z
_
Q LL, � o
9+U
U rn
JZNM
o_
"w`V�
.�<
Q
Q
c)
Lu
w
elf
OO
�z
LL-
W
�z
J U)
DO NOT 5GALE PRINT51
3:O
PER INDIGATED DIMEN510N5
ONLY, ANY 015GREPE%lE5
TO BE REPORTED TO Mil
HOMES FOR GLAWFIGATIONI
toot
D3
Mil ORLANDO
O
m
000
a-+
U
M Z
U) LLJ Lo
X: F-� Lu
� u)
_
Q LL, � o
9+U
U rn
JZNM
o_
"w`V�
.�<
a
Q
r
r o
1 �
m
O
t+
i Lu
/
Lu
1 J
Q
Lu
W
O t/)
J U)
DO NOT 5GALE PRINT51
GON5TWIGTION 5HALL 13E
PER INDIGATED DIMEN510N5
ONLY, ANY 015GREPE%lE5
TO BE REPORTED TO Mil
HOMES FOR GLAWFIGATIONI
toot
D3
Mil ORLANDO