HomeMy WebLinkAbout276, 278, 280 ,282 Maybeck Ct 10-2098 (a)ABV.
ABOVE
A/C
AIR COMPRESSOR
ADJ.
ADJUSTABLE
AHU
AIR HANDLER
ALT
ALTERNATE
AMP.
AMPERAGE
BD.
BOARD
BLK
BLOCK
BLK'G.
BLOCKING
C.L.
CENTER LINE
CABT.
CABINET
CLG.
CEILING
CLR.
CLEAR
CONC.
CONCRETE
CPT.
CARPET
C.T.
CERAMIC TILE
C.J.
CONTROL JOINT
CMU
CONCRETE MASONRY
N.I.C.
UNIT
D.
DRYER
DBL.
DOUBLE
DIA.
DIAMETER
DIM.
DIMENSION
DISP.
DISPOSAL
DP.
DEEP
DR.
DOOR
D.S.
DOWNSPOUT
DTL.
DETAIL
D.W.
DISHWASHER
EA.
EACH
ELEV.
ELEVATION
ENG'D.
ENGINEERED
EQ.
EQUAL
EXH.
EXHAUST
EXT.
EXTERIOR
F.G.
FIXED GLASS
FIN.
FINISH
FLR.
FLOOR
FLR'G
FLOORING
FLUOR.
FLUORESCENT
FR. DR.
FRENCH DOOR
FTG.
FOOTING -
ABBREVIATIONS
GA.
GAUGE
G.F.I.
GROUND -FAULT CIRCUIT
RIS
INTERRUPTER
GL.
GLASS
GYP. BD.
GYPSUM BOARD
H.C.
HOLLOW CORE
HDR.
HEADER
HT.
HEIGHT
INSUL
INSULATION
INT.
INTERIOR
LAM.
LAMINATED
LAV.
LAVATORY
LUM.
LUMINOUS
M.C.
MEDICINE CABINET
MFR.
MANUFACTURER
MIN.
MINIMUM
MTD.
MOUNTED
MTL.
METAL
N.I.C.
NOT IN CONTRACT
N.T.S.
NOT TO SCALE
O.C.
ON CENTER
P.L.
PROPERTY LINE
P.B.
PUSH BUTTON
PH.
PHONE
PLYWD.
PLYWOOD
PR.
PAIR
PT
PRESSURE TREATED
R.
RISER
RAD.
RADIUS
R/A
RETURN AIR GRILL
REF.
REFRIDGERATOR
REV.
REVERSE
a
� M/1
0 M/1 HOMES SE
RM.
ROOM
R.O.
ROUGH OPENING
RIS
ROD AND SHELF
S.C.
SOLID CORE
S.D.
SMOKE DETECTOR
S.H.
SINGLE HUNG
SH
SHELF
SHTHG.
SHEATHING
SHWR.
SHOWER
SIM.
SIMILAR
SGD.
SLIDING GLASS
STD.
STANDARD
TEMP.
TEMPERED GLASS
THK.
THICK
T.O.C.
TOP OF CURB
T.O.P.
TOP OF PLATE
T.O.S.
TOP OF SLAB
TYP.
TYPICAL
U.N.O.
UNLESS NOTED OTHERWISE
VP.
VAPOR PROOF
W.
WASHER
W/
WITH
WD.
WOOD
WDW.
WINDOW
W/H
WATER HEATER
W.I.
WROUGHT IRON
W.P.
WEATHER PROOF
HOMES SUBDIVISION: RIVERVIEW
RVICE CORP. LOT #: RV 125-128
MODEL: RV - 4 UNIT -
MISC.
AREA
WINDOWS
CODE
DESCRIPTION
0016
SINGLE HUNG - BLOCK
0026
SINGLE HUNG - FRAME
0030
FIXED GLASS - FRAME
151; 5TY. LIVING
623
0021
SLIDING GLASS DOOR - BLOCK
623
2644
1 VMFLG
VERTICAL - BLOCK
1 VMFIN
VERTICAL - FRAME
q46
DOORS
CODE
DESCRIPTION
7
SINGLE/DOUBLE INSWING/OUTSWING
(2068, 2468, 2668, 2868, 6068)
156q
8'xT GARAGE DOOR
ENTRY
40
MISC.
AREA
BUILDIN6 TYPE:
2 STORY TOHNHOU5E
Sheet Title
TAB
Cover Sheet
UAT
UNIT
UNIT UNAIT
REQUIRED PROVIDED
DOTAL
151; 5TY. LIVING
623
134
664
623
2644
2nd STY. LIVING
946
q01
816
q46
3b0q
TOTAL LIVING
156q
1635
1480
156q
6253
ENTRY
40
51
65
40
1616
GARAGE
5614
230
242
5q4
1660
LANAI
41
NA
NA
41
82
TOTAL U.R.
224ZI
1916
1181
2244
5IgI
PATIO
NA 1
361
36
NA
12
CODE SUMMARY
APPLICABLE GODE5
I. FLORIDA BUILDING CODE 2001 - RESIDENTIAL 2001 4 2008 SUPPLEMENTS
2. FLORIDA BUILDING CODE 2004 - BUILDIN6; CHAPTER 13 - AGGE551BILITY
3. NATIONAL ELEGTRIGAL CODE, NFPA 10, 2005 EDITION
4. FLORIDA FIRE PREVENTION CODE - 2001 EDITION
BUILDIN6 TYPE:
2 STORY TOHNHOU5E
Sheet Title
GON5TRUGTION TYPE:
UNPROTEGTED,UN5PRINKLED
Cover Sheet
FIRE PROTECTION RATING REQUIREMENTS:
Elevations
2
REQUIRED PROVIDED
I. PARTY AND FIRE HALL5
2 HR. 2 HR.
2. INTERIOR BEARING HALLS
0 0
3. INTERIOR NON BEARING PARTITIONS PER 105.1.2
0 0
4. GOLUMN5
0 0
5. BEAMS 6 RDERS 775=5 AND ARGHES
0 0
6. FLOOR/GEILIN6 GON5TRUGTION
Foundation Plan
1. ROOF / GEILIN6 GON5TRUGTION
0 0
8. EXTERIOR BEARING HALLS
1st Block Plan
HORIZONTAL SEPARATION: (PARRALLEL HALLS)
2nd Block Plan
0 ft. to 6 ft (0 % OPENIN65)
1 (0%) N/A (0%)
OVER 6 ft
O O
q. EXTERIOR NON BEARING HALLS
Separation Walls
HORIZONTAL SEPARATION: (PARRALLEL HALLS)
Detail Sheet
0 ft. to 6 ft (0 % OPENING -5)
1 (0%) N/A (0%
OVER 6 ft
0 0
ELEV
SHEET LIST
Sheet List Table
Sheet Number
Sheet Title
0
Cover Sheet
1
Elevations
2
Elevations Side -Rear
3
1st Floor Plan
4
2nd Floor Plan
5
Cross Sections
6
1st Electrical Plan
7
2nd Electrical Plan
8
Foundation Plan
g
Plumbing
10
1st Block Plan
11
2nd Block Plan
12
1st Framing Plan
13
2nd Framing Plan
14
Separation Walls
D1
Detail Sheet
D2
Detail Sheet
D3
Detail Sheet
LATEST REVISION
DATE TO MASTER:
08-19-10
Z
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DO NOT 5GALE PRNT51
G4)N5TRUGTION SHALL BE
PER IWIGATED 0I4EN610%
ONLY, ANY 015GREPENGIE5
TO BE REPORTED TO M/1
HOMES FOR GLARF!GATION!
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DO NOT 5GALE PRNT51
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PER IWIGATED 0I4EN610%
ONLY, ANY 015GREPENGIE5
TO BE REPORTED TO M/1
HOMES FOR GLARF!GATION!
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DO NOT 5GALE PRNT51
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PER IWIGATED 0I4EN610%
ONLY, ANY 015GREPENGIE5
TO BE REPORTED TO M/1
HOMES FOR GLARF!GATION!
t
0 of ##
M11 ORLANDO
I
I
E6RE55
38.5
cn
_o
ql'-0"
23'-0° 22'_6' .221_6" 23'-0"
b'-3° ,. 5'-3Ih" 11 8'-5' q'-2" 13'-4" 13'-4" 5'-3112" b'-3"
ROOF BEL
5040HR
EGRESS
M.BAT _ '
o II ° _ � II � II
2bba s 2465 ° " 3 ¢" m ¢ EWALL 2bba I I a'-0' GL6. HT. 2466 s 2665 I I a'-0" GLC. HT. ° 2465 668 I
M. BATH _ _ _ `� MASTER° ' 2. M.BATH MASTER = = M. BATH
Y-2' GARPET v CARPET ° Y-2"
Q (� a.-
■ WA2xb ° ■
_Q
--- 2 4'-0' m ------ _ -
------- -- - - 8'-0' GL6. HT.
8'-O' GL6. HT.
D.
-------------- -
MASTER q'_qN 4'-0' _ ! 2 " 4'-5" 12'-11/2' q�" - MASTER
CARPET = w2aLL ;; BATH 2 5 LINEN 5H 1 ii 2xbKA CARPET
WALL
((2465 � 2465 ; i m 3'-¢2468 ( i 2465
{ 3'-2" AG DUCT ' ° s - - ■ , 11
AG DUCT 3 -2
CHASE TO 1iL15T -CHASTO
5TY
�r
�I
5H3050 `
E6RE55
385
m
0
_____ ___= STY. 1 ------------ - ___�_ _____
SFI3050 12'-I 1i2' S LINEN SH jj ° n, i 5 LINEN 5H 2665 = 12'-I 1/2" 5H3050
EGRESS 11 - 5 LINEN 5H E6RE55
_ _ - 355
5'-O' r - � 1 tj
f � 2bba 2bba _ i I{ ( F�Fk-j 11 DN (11) I 11 I 2xb
2xb I 1 I J (� ° _ - - - 18 5'-11/2' '1 ° 111 KALL- J I f060 R15ER5° �2bba`v L2bba L�L� A� ��--1 1 ii ON (11) I { -___�___�J� Ill 11 13' 2°I{HANDRAILbbb -2' RI M, b -7r _ L_ 26b � 2x6 WALL W! �- �L - �! AHU tlo VINs 42"H. ROOF
ROOF �, _ _ _ _ _ _ - - - - - - _ = r- - -n 2x4 _ OPEN TO BELOW n
�-
BELOW ° - - - - - AHU I I I ° ° BA H 2 L - 0 °
6b I {{ - 2bba 0
� � HND I 5065 Y-111 -
ATH2 - 0�__�, ___12" BATH2
::�tl,
'-5 12" 5'-0" m L "P0 EN
i LO m 5'-0" 5'-51I -I 2 1'-1 1/2° 5 112 '-b Ill 3 -2 r 4Y5 I! = 3' -II - If2
LI I 2bba"26bb L_ ` � � '� I I AM °
42"H. 1 I - - - - - 42'H.
b'-0" GL6. HT. ■ - - - - 2x4
2x4 ° 2bba 2bba _ ■ ON (11) RAILING
RAILLIIN6 RDI'y 5 o BED 2 ----__-____ ________ RISERS WALL
- - - HANDRAIL 266a
r2b HANDRAIL - CARPET _ _ `~ - - - " - -`V - - - - - - -
- - 2668
1150bb 50ba 50b8 _ 2bba 2665 =
2bba----------
-----------
ZGHA5E
G DUCT
`N TO-
_-_-_- -
15T 51Y. - ---
506a 50bu v 65 ■ 5065 v 1�-bl
5065
■ 10 -Ili ° 1014" 10'-10" ° "
5H3050 -
E6RE% 8'-0" GL6. HT. 5'-0' GL6. HT.
Sas 5' 0° GL6. HT. - ° BED 2 BED 3 m
m 11'0' - BED 3 _ -
CARPET CARPET I I' -o"
N ROOF BELOW CARPET °
5'-0" GL6. HT. 5'-0" GL6. HT.N ■ EXTEND SHAFT EXTEND 5HAFT ° 5'-0" GLC. HT. S' o°GL6. HT.
BED 3 BED 2 - OVEWALL INTO WALL INTO
= BED 2 BED 3
RHANG TO OVERHANG TOO
CARPET CARPET ALI6N ABV. AL16N ABV. CARPET CARPET
SOFFIT ■ 5OFFIT
■
5040HR DBL -5H3050 51-13050
EGRE55 EGRE55 E6RE55
■ 31.1 385 I
5H3o5o 0W 50050EH6R0
E6RE55 EGRES
38.5 I I 3a.5 LINE OF 15T 5TORY 385 LINE OF151
5TSTORY
LINE OF 15T STORY EXTERIOR WALL
EXTERIOR WALL EXTERIOR WALL
-- ROOF BELOW ROOF BELOW
20'-3" '-b 12" l0'-1" 5' -II" II' 5 I II' -0 112" 5'-5' I/2" 20-3" '-b 1/2"
LEXINGTON II TRENTONPRINCETON LEXINGTON II
�,C„ UNIT "B„ UNIT "A„
UNIT "X UNIT
2nd STY. FLOOR PLAN
1/4" = 1'-0'
nMr- Unl1D DATF-n rt/It„" 1-1Ur- 0r-TAi:-) iA1KIT CUKI1TWIKIt=,
WA5HER
08-19-10
TAB
3040
24" VOID
5TAGK
3040
PLACE DBL.
UG
504M
DBL. WALL
STUD ADJ. TO
3040
5040HR
134
OF BELOW
SPACING_
PRE -FAB 45X32
FIXED
834
51g8
P, PRE-FA45X32
q4b
q01
E�5
816
81b
TEMP
F PRE -FAB 45X32
EGRESS
6221
TOTAL LIVING
1180 1
SHOWER BASE
385
1480
1480 1
355 SHO
BASE
11425
31.1
40
51
30.5 BASE
31.1
5040HR
51
40
°
GARAGE
238
230
230
242
242
230
238
1650
LANAI
41
NA
■
NA
E6RE55
NA
41
82
TOTAL U.R.
20gq
Iglb
°
1181
1181
Iqlb 20gq
13520
PATIO
NA
36
36
36
36
36
NA
180
"
..
' ..
II -II 1/2
24
5'-0"
4'5' -0..
0
0
0
ROOF BEL
5040HR
EGRESS
M.BAT _ '
o II ° _ � II � II
2bba s 2465 ° " 3 ¢" m ¢ EWALL 2bba I I a'-0' GL6. HT. 2466 s 2665 I I a'-0" GLC. HT. ° 2465 668 I
M. BATH _ _ _ `� MASTER° ' 2. M.BATH MASTER = = M. BATH
Y-2' GARPET v CARPET ° Y-2"
Q (� a.-
■ WA2xb ° ■
_Q
--- 2 4'-0' m ------ _ -
------- -- - - 8'-0' GL6. HT.
8'-O' GL6. HT.
D.
-------------- -
MASTER q'_qN 4'-0' _ ! 2 " 4'-5" 12'-11/2' q�" - MASTER
CARPET = w2aLL ;; BATH 2 5 LINEN 5H 1 ii 2xbKA CARPET
WALL
((2465 � 2465 ; i m 3'-¢2468 ( i 2465
{ 3'-2" AG DUCT ' ° s - - ■ , 11
AG DUCT 3 -2
CHASE TO 1iL15T -CHASTO
5TY
�r
�I
5H3050 `
E6RE55
385
m
0
_____ ___= STY. 1 ------------ - ___�_ _____
SFI3050 12'-I 1i2' S LINEN SH jj ° n, i 5 LINEN 5H 2665 = 12'-I 1/2" 5H3050
EGRESS 11 - 5 LINEN 5H E6RE55
_ _ - 355
5'-O' r - � 1 tj
f � 2bba 2bba _ i I{ ( F�Fk-j 11 DN (11) I 11 I 2xb
2xb I 1 I J (� ° _ - - - 18 5'-11/2' '1 ° 111 KALL- J I f060 R15ER5° �2bba`v L2bba L�L� A� ��--1 1 ii ON (11) I { -___�___�J� Ill 11 13' 2°I{HANDRAILbbb -2' RI M, b -7r _ L_ 26b � 2x6 WALL W! �- �L - �! AHU tlo VINs 42"H. ROOF
ROOF �, _ _ _ _ _ _ - - - - - - _ = r- - -n 2x4 _ OPEN TO BELOW n
�-
BELOW ° - - - - - AHU I I I ° ° BA H 2 L - 0 °
6b I {{ - 2bba 0
� � HND I 5065 Y-111 -
ATH2 - 0�__�, ___12" BATH2
::�tl,
'-5 12" 5'-0" m L "P0 EN
i LO m 5'-0" 5'-51I -I 2 1'-1 1/2° 5 112 '-b Ill 3 -2 r 4Y5 I! = 3' -II - If2
LI I 2bba"26bb L_ ` � � '� I I AM °
42"H. 1 I - - - - - 42'H.
b'-0" GL6. HT. ■ - - - - 2x4
2x4 ° 2bba 2bba _ ■ ON (11) RAILING
RAILLIIN6 RDI'y 5 o BED 2 ----__-____ ________ RISERS WALL
- - - HANDRAIL 266a
r2b HANDRAIL - CARPET _ _ `~ - - - " - -`V - - - - - - -
- - 2668
1150bb 50ba 50b8 _ 2bba 2665 =
2bba----------
-----------
ZGHA5E
G DUCT
`N TO-
_-_-_- -
15T 51Y. - ---
506a 50bu v 65 ■ 5065 v 1�-bl
5065
■ 10 -Ili ° 1014" 10'-10" ° "
5H3050 -
E6RE% 8'-0" GL6. HT. 5'-0' GL6. HT.
Sas 5' 0° GL6. HT. - ° BED 2 BED 3 m
m 11'0' - BED 3 _ -
CARPET CARPET I I' -o"
N ROOF BELOW CARPET °
5'-0" GL6. HT. 5'-0" GL6. HT.N ■ EXTEND SHAFT EXTEND 5HAFT ° 5'-0" GLC. HT. S' o°GL6. HT.
BED 3 BED 2 - OVEWALL INTO WALL INTO
= BED 2 BED 3
RHANG TO OVERHANG TOO
CARPET CARPET ALI6N ABV. AL16N ABV. CARPET CARPET
SOFFIT ■ 5OFFIT
■
5040HR DBL -5H3050 51-13050
EGRE55 EGRE55 E6RE55
■ 31.1 385 I
5H3o5o 0W 50050EH6R0
E6RE55 EGRES
38.5 I I 3a.5 LINE OF 15T 5TORY 385 LINE OF151
5TSTORY
LINE OF 15T STORY EXTERIOR WALL
EXTERIOR WALL EXTERIOR WALL
-- ROOF BELOW ROOF BELOW
20'-3" '-b 12" l0'-1" 5' -II" II' 5 I II' -0 112" 5'-5' I/2" 20-3" '-b 1/2"
LEXINGTON II TRENTONPRINCETON LEXINGTON II
�,C„ UNIT "B„ UNIT "A„
UNIT "X UNIT
2nd STY. FLOOR PLAN
1/4" = 1'-0'
nMr- Unl1D DATF-n rt/It„" 1-1Ur- 0r-TAi:-) iA1KIT CUKI1TWIKIt=,
7/8" EXT. PORTLAND GEMENT I/2" x 8°L THREADED ROD W/ I" RND. HASHER
PLASTER ON PAPER BACKED 5ET W EPDXY FILLED 5/8" DIA. DRILLED S
EXPANDED METAL LATH ON TYVEK GLEANED HOLE (4" MIN. EMBED INTO GMU WALL)
BOLT INSTALLATION NOTES: 3" MIN. ED6E DiSrANcE
• 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-
5GALE: 3"=I' -O"
WDW.ROUGH
OPNG.NOTE
36 718.x 63
WIDTH x HEIGHT
(IN INCHES)
WALL LEGEND.
INDICATE5 2x4 BEARING WALL W/ 6-A11GK TIE 5Y5TEM HOLDDOM5 FROM TOP OF
® 15T STORY BLOCK WALL TO 5EGOND 5TORY TOP PLATE. 5EE 5HEET 11 FOR
ADDL. INFORMATION
® INDICATE5 20 BEARING WALL ABOVE LAM. BEAM. PROVIDE 5TRAPPIN6 PER
DETAIL #5 ON 5HT.12
® INDIGATE5 2 -HR FIRE 5EPARATION WALL BTWN. UNIT5. 5EPARATION WALL-
GONTINUU5 FROM TOP OF FIR5T 5TORY 5 -AB TO UNDERSIDE OF 5EGOND
5TORY ROOF DEGKIN6. NO ELEGTRIGAL, PLUMBING; MECHANICAL, OR OTHER
BLD6.5ERVIGE SHALL BE WITHIN OR PENETRATE THE SEPARATION WALL.
REFER TO 5EPARATION WALL DETAILH FOR ADDITIONAL INFORMATION.
AREA
WA5HER
08-19-10
TAB
PLUMB'GBOX
24" VOID
5TAGK
UGIT
PLACE DBL.
UG
UNIT
DBL. WALL
STUD ADJ. TO
STUD
VENT PIPE
134
STUD
SPACING_
DETAIL @ WASHER.
7/8" EXT. PORTLAND GEMENT I/2" x 8°L THREADED ROD W/ I" RND. HASHER
PLASTER ON PAPER BACKED 5ET W EPDXY FILLED 5/8" DIA. DRILLED S
EXPANDED METAL LATH ON TYVEK GLEANED HOLE (4" MIN. EMBED INTO GMU WALL)
BOLT INSTALLATION NOTES: 3" MIN. ED6E DiSrANcE
• 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-
5GALE: 3"=I' -O"
WDW.ROUGH
OPNG.NOTE
36 718.x 63
WIDTH x HEIGHT
(IN INCHES)
WALL LEGEND.
INDICATE5 2x4 BEARING WALL W/ 6-A11GK TIE 5Y5TEM HOLDDOM5 FROM TOP OF
® 15T STORY BLOCK WALL TO 5EGOND 5TORY TOP PLATE. 5EE 5HEET 11 FOR
ADDL. INFORMATION
® INDICATE5 20 BEARING WALL ABOVE LAM. BEAM. PROVIDE 5TRAPPIN6 PER
DETAIL #5 ON 5HT.12
® INDIGATE5 2 -HR FIRE 5EPARATION WALL BTWN. UNIT5. 5EPARATION WALL-
GONTINUU5 FROM TOP OF FIR5T 5TORY 5 -AB TO UNDERSIDE OF 5EGOND
5TORY ROOF DEGKIN6. NO ELEGTRIGAL, PLUMBING; MECHANICAL, OR OTHER
BLD6.5ERVIGE SHALL BE WITHIN OR PENETRATE THE SEPARATION WALL.
REFER TO 5EPARATION WALL DETAILH FOR ADDITIONAL INFORMATION.
AREA
DATE TO MASTER:
08-19-10
TAB
Z
UNAIT
UGIT
UGIT
UNIT
UG
UNIT
UNAIT
OTAL
15t 5TY. LIVING
834
134
134
664
664
134
834
51g8
2nd 5TY. LIVING
q4b
q01
q01
816
81b
g01
q4b
6221
TOTAL LIVING
1180 1
1635
1635
1480
1480 1
1635
1180
11425
ENTRY
40
51
51
b5
65
51
40
363
GARAGE
238
230
230
242
242
230
238
1650
LANAI
41
NA
NA
NA
NA
NA
41
82
TOTAL U.R.
20gq
Iglb
Iqlb
1181
1181
Iqlb 20gq
13520
PATIO
NA
36
36
36
36
36
NA
180
SECOND STORY PLAN NOTES:
L DRYER VENT BOX - VENT THRU ROOF.
2. 24" W. MALL CAVITY, VOID OF 5TUD5, FOR
WA5HER BOX AND 5TAGK.
3. 12" W. WALL CAVITY, VOID OF 5TUD5, FOR
SHOWER VALVE AND/OR HEAD.
4. HARZARDOU5 GLAZING LOCATION, IN5TALL TEMPERED
6LA55 IN ALL SHOWER ENGL05URE5 AND/OR WINDOW5.
5. DO NOT SCALE PRINT5! GON5TRUGTION TO BE FROM
CALCULATED DIMEN5ION5 ONLY. ANY 0I5GREPENGIE5
TO BE REPORTED TO M/I HOMES FOR CLARIFICATION.
ALL FRAME WALL5 ARE DRAWN AND DIMENSIONED
TO BE 3 1/2" WIDE UNLE55 OTHERWISE NOTED.
b. PROVIDE DRAIN PAN BELOW EACH WA5HER. DRAIN
LINE TO EXTERIOR.
1. PROVIDE 2x4 AT 24" O.G. VERT. LADDER BLOGKINO
AT INTER5EGTION OF INTERIOR TO EXTERIOR FRAME
WALL5 FOR INSTALLATION OF INSULATION.
LATEST REVISION
DATE TO MASTER:
08-19-10
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2'-0" DONT. ON GHAIR5
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BTWN. GARAGE STEP DN. BTWN. GARAGE
INT. WALLS ADJ. UNIT INTERIOR WALL
3-#5 BARS
CONT. ON
GHAIR5
G. AT SLAB
VARIE5
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412
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GHAIR5
4 INT. BRG. WALL FTG._
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DATE TO MASTER:
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DATE TO MASTER:
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PIPE (6" DIA. MAX.)
SLEEVE (DIA. LARGER THAN PIPE)
TYP. PIPE THRU FTG.
DETAIL AS REQ'D.
STEM � MONO
MONO STEM SND 5TEM WALL FTG.
DEPTH OF REBAR 2'-1° INTO MONOL!THIG PAVER5 ON
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EDGE TO MATCH 5AND BASE
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45"
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FT6.REBAR15 to BRICK PAVER DETAIL
xx STEM WALL FTG. TO MONO
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FOUNDATION NOTES:
I. 0 INDIGATE5 FILLED CELL Wl 300 F51 GROUT H/ 145 REBAR
UNLE55 NOTED OTHERHI5E.
2. DO NOT 5GALE PRINTS! GON5TRUGT FROM CALCULATED DIMEN510N5
ONLY. ANY 015GREPANGIE5 TO BE REPORTED TO M!1 HOME5 FOR
GLARIFIGATION.
3. REFER TO PLUMBING PLAN FOR FIXTURE, PLUMBING WALL, AND GONGUIT
UNDER 5LAB LOGATION5.
4. AG PA05 TO BE 12" MIN. GLEARANGE FROM 5LA13 EDGE.
5. T.O.F. = TOP OF FOOTING
SLAB PLAN
1/4" = 1'-O"
LATEST REVISION
DATE TO MASTER:
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08-19-10
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8 of 14
M/I ORLANDO
Roof Girder Connector Schedule
GONNEGTIN6 EA. 2ND 5TY. 5TU D TO TOP PLATE
GENTER 5TRAP ON BOT. OF TOP PLATE
# OF NAIL5
REQUIRED
AT TOP 4 BOT CHORD
(q)IOd x 1-I/2"
Max.
Max.
TRU55 H/ (4)I6d NAILS
Plan
PARRALLEL TO HALL
Connector
RIM BOARD 112" FROM
Uplift
Gravi
GMU HALL
Mark
Manuf.
Model No.
Qty.
Load
Load
Fasteners / Remarks
1
SIMPSON
MTS12
2
1720
I6" DP. FLOOR FIRST (2) TRU55 BAYS -
OR
(14) 10d x 1-112" EA.
2
SIMPSON
LGT2
1
1785
FILL ALL NAIL HOLES
(14) 16d SINKERS AT WALL
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16" DP. LAM. BEAM PER PLAN
(16) 16d SINKERS AT GIRDER
3
SIMPSON
MGT1
— —
3330
—
(1) 5/8"" DIAM. BOLT & (22)-10d
\1
/
SETBACK FACE OF RIM
BOARD 112" FROM
HDU4
1
3600
W
(10) - 1/411 x 2 112" SDS SCREWS
4
SIMPSON
HU28
1
575
2450
(6) - TITEN 1/4" x 2 3/4" TO CMU
TO BE REPORTED TO NUI
HOMES FOR CLARIFICATION!
GONG. BLOCK4HALLT
(4) 10d x 1 1/2" TO TRUSS
5
SIMPSON
HU28-2
1
1085
4350
TITEN 1/4" x 2 3/4" TO CMU
12 TRUSSES PARRALLEL TO WALL
(6) 10d TO TRUSS
6
SIMPSON
HU410
1
1810
5085
(18) - TITEN 1/4" x 2 3/4" TO CMU
(10) 10d TO TRUSS
7
SIMPSON
LGUM410
1
3575
9620
(8) - TITEN HD 3/8" x 4'" TO CMU
8 1/411 x 2 1/2" SDS SCREWS
8
SIMPSON
HTT16
1
3480
(1) 5/8" DIAM. BOLT TO_CMU —
OR
—
—
--
--___(18)16dTOSTUD
_
MSTCM40
1
3300
(8) - TITEN 1/4" x 2 3/4" TO CMU
22 SINKERS NKERS TO STUD
13" DP. FLAT GIRDER TRU55
OR 16" PP. FLOOR TRU55 7 GONG. BLOCK
HALL
CONNECT HANGER TO
GMU HALL H/
PROVIDE HD. SHIMS AS (12) 1/4"x2 3/4" 5IMP50N
REOV. TO FILL GAP BTHN. "TITEN" 5GREH5
HAN6ER AND TRU55
5IMP50N HU26 OR HU26-2
HANGER W (b) 10d NAILS
TO TRU55
TRUSS TO CMU FALL
12 HANGER CONNECTION
3 PLY 16
FLAT GIRDER lT
51HP50N "L6T3-5D52.5"
(21)I6d SINKERS TO GOLUMT
(12) SD5 I/4"x2 I/
5GREH5 TO 61RDE
3.5"A
a
5IMP50N "HTT16" HOLPDOHN
H/ 5/8" THREADED ROD TO
5LAB-5ET IN EPDXY FILLED
HOLE H/ 5" MIN. EMBED
FILL ALL NAIL HOLES
GIRDER TRUSS TO
9 COLUMN TO SLAB
12
�j ('(1AIAIC!'TI(lAl
GMU SEPARATION
HALL BTHN. UNITS
GONNEGTOR VARIE5-5EE
PLAN FOR INFORMATION
16" DP. FLAT 61PDER TRU55
OR lb" DP. FLOOR TRS
PROVIDE W. SHIMS AS �:T
'/
REOV, TO FILL 6AP BTHN.
HANGER AND TRU55
51HP50N "HU46" HANGER H/
(6) 10d NAILS TO TRU55
I
GONG. BLOGK
WALL
CONNEGT HANGER TO
GMU WALL H/
(12) 1/4"x2 3/4" 5IMP50N
"TITEN" 5GREH5
10 TRUSS TO CMU WALL
12 HANGER CONNECTION
/-5IMP50N 15TAI2" OR QUIGK-TIE 1512" FLAT 5TRAP
DE_rv-i. U04 i EIC D i "r UN DU 1. OF i num UK DEAM - hV 5" MIN. Lmbu)
FILL ALL NAIL HOLE5
8 2ND STY FRAME WALL TO GIRDER
12 OR BEAM STRAP CONNECTION
LVL BEAM ORSIMP50N "HTT16' HOLPPOHN
GIRDER TRU55 IH/ 5/8" /{REAPED ROD TO
PER PLAN BLK. HALL-5ET IN EPDXY FILLED
HOLE H/ 5" MIN. EMBED
FILL ALL NAIL HOLE5
GONG. BLOCK HALL
BEAM 1 GIRDER TRUSS
TO CMU WALL
�2 STRAP CONNECTION
2 or 3 PLY 16" DR
FLATGONG. BLOCK
61RDER TRU55k(6HE)"
HALL
CONNECT H.AN6ER TO
CMU HALL H/
)114"x2-112" 5IMP50N "TITEN
2 PLY-SIMPSON L
M2b- H
VI'l
/
HANGER H/ (6) 51)5- 1/41x2 I/2"
5GREH5 TO TRU55
(2435# MAX UPLIFT)
3 PLY-51MP50N LHJM28-3
HANGER Hl (6) 5D5- 1/4"x2 112"
56REH5 TO TRUSS
(3515 # MAX UPLIFT)
FLAT GIRDER TRUSS
7 TO CMU WALL
12 uAal(_M ('()K1 1C(%T10K1
GONNEGTIN6 EA. 2ND 5TY. 5TU D TO TOP PLATE
GENTER 5TRAP ON BOT. OF TOP PLATE
# OF NAIL5
REQUIRED
AT TOP 4 BOT CHORD
(q)IOd x 1-I/2"
OR LAM. BEAM PER PLAN
(6)I0d x
TRU55 H/ (4)I6d NAILS
(4)IOd xI-1/2"
PARRALLEL TO HALL
U
RIM BOARD 112" FROM
BLOCK WALL CONNECTION
&H. OPENING
PER PLAN
GMU HALL
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TRU55 OR BEAM 112"
DBL. STRAP AT
EA_ 51DE OF OP%.
TO 5TRAP FROM
OR ANCHOR A5 NOTED AT
FROM FACE OF BLOCK
GMU HALL
48" O.C. MAX. IN
SIMPSON "HETA2O" ANCHOR
LJL
I6" DP. FLOOR FIRST (2) TRU55 BAYS -
OR
AT 24" O.G. MAX. - PROVIDE
4" DIMENSION TO
SOLID 2x4 VERT. BLK-r7. BTHN. TRU55
STRAP FROM FACE
TOP 4 BOT CHORDS FOR NAILING
OF BLK. WALL
FILL ALL NAIL HOLES
6" DP. GABLE END FLR. TRU55 OR
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16" DP. LAM. BEAM PER PLAN
W
GIRDER TRU55 OR
1HP50N "HTTIb" H1
LVL BEAM PER PLAN/5/b"THREADEPROD
5IMP50N "L5TAI2" OR GJIGK-TIE "L512" FLAT 5TRAP
GONNEGTIN6 EA. 2ND 5TY. 5TUD TO 61RDER TRU55OR BLK. HALL-5ET IN
OXY FILLED HOLE
DE_rv-i. U04 i EIC D i "r UN DU 1. OF i num UK DEAM - hV 5" MIN. Lmbu)
FILL ALL NAIL HOLE5
8 2ND STY FRAME WALL TO GIRDER
12 OR BEAM STRAP CONNECTION
LVL BEAM ORSIMP50N "HTT16' HOLPPOHN
GIRDER TRU55 IH/ 5/8" /{REAPED ROD TO
PER PLAN BLK. HALL-5ET IN EPDXY FILLED
HOLE H/ 5" MIN. EMBED
FILL ALL NAIL HOLE5
GONG. BLOCK HALL
BEAM 1 GIRDER TRUSS
TO CMU WALL
�2 STRAP CONNECTION
2 or 3 PLY 16" DR
FLATGONG. BLOCK
61RDER TRU55k(6HE)"
HALL
CONNECT H.AN6ER TO
CMU HALL H/
)114"x2-112" 5IMP50N "TITEN
2 PLY-SIMPSON L
M2b- H
VI'l
/
HANGER H/ (6) 51)5- 1/41x2 I/2"
5GREH5 TO TRU55
(2435# MAX UPLIFT)
3 PLY-51MP50N LHJM28-3
HANGER Hl (6) 5D5- 1/4"x2 112"
56REH5 TO TRUSS
(3515 # MAX UPLIFT)
FLAT GIRDER TRUSS
7 TO CMU WALL
12 uAal(_M ('()K1 1C(%T10K1
FLOOR TRU55E5
AT 24" O.G. MAX.
6ABLE END FLR. TRU55
# OF NAIL5
REQUIRED
AT TOP 4 BOT CHORD
(q)IOd x 1-I/2"
OR LAM. BEAM PER PLAN
(6)I0d x
TRU55 H/ (4)I6d NAILS
(4)IOd xI-1/2"
PARRALLEL TO HALL
U
RIM BOARD 112" FROM
BLOCK WALL CONNECTION
SETBACK FACE OF
GMU HALL
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TRU55 OR BEAM 112"
AT EA. FLOOR TRU55/61RDER
TO 5TRAP FROM
OR ANCHOR A5 NOTED AT
FROM FACE OF BLOCK
GMU HALL
48" O.C. MAX. IN
SIMPSON "HETA2O" ANCHOR
LJL
I6" DP. FLOOR FIRST (2) TRU55 BAYS -
OR
AT 24" O.G. MAX. - PROVIDE
4" DIMENSION TO
SOLID 2x4 VERT. BLK-r7. BTHN. TRU55
STRAP FROM FACE
TOP 4 BOT CHORDS FOR NAILING
OF BLK. WALL
FILL ALL NAIL HOLES
FLOOR TRU55E5
AT 24" O.G. MAX.
2x4 CONT. RIM BOARD
# OF NAIL5
REQUIRED
AT TOP 4 BOT CHORD
(q)IOd x 1-I/2"
CONNECT TO EA. FLR.
(6)I0d x
TRU55 H/ (4)I6d NAILS
(4)IOd xI-1/2"
SETBACK FACE OF
U
RIM BOARD 112" FROM
BLOCK WALL CONNECTION
FACE OF BLOCK
GMU HALL
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2" MIN. DIMENSION
5IMP50N "HETA20" ANCHOR
AT EA. FLOOR TRU55/61RDER
TO 5TRAP FROM
OR ANCHOR A5 NOTED AT
FACE OF BLK. WALL
LOCATION- FILL ALL HOLES
PRE-ENGINEERED ROOF
TRU55 OR GONV.
FRAMED RAFTER
5IMP50N "HETA20"
STRAP AT EA. TRU55 -
NAILS PER 5GHE ULE
"HETA20" STRAP
NAILING 5GHEDULE
UPLIFT
VALUE
# OF NAIL5
REQUIRED
1810
(q)IOd x 1-I/2"
1200
(6)I0d x
800
(4)IOd xI-1/2"
TYPICAL FLR. TRUSS I BEAM TYPICAL FLR. TRUSS I BEAM 1/ I L 1--_GMU��
12 PARALLEL TO CMU WALL12 PERPENDICULAR TO CMU WALL TYPICAL TRUSS TO
1101 SFT STRAP CONNECTinn1 HDI ICT CTDAD !'(1AIAIC(`TI(lAI �� ... ............ .....,.._,._,,..,
*UNLE55 OTHERH15E NOTED ON THE PLAN
I6" DP. FLOOR
TRUSSES H/ MID
SPAN BRE -FILL
ALL NAIL HOLES
GONG. 51MP50H "HETA20"
BLK. AT EA. FLR. TRU55-
HALL FILL ALL NAIL HOLES
5 FLR. TRUSS TO CMU WALL
12 STRAP CONNECTION
MID SPAN BEARING CONDITION
1st STY. FRAMING PLAN
1/4" = 1'-0"
FRAMING PLAN NOTES:
I. PERMANENT OR TEMPORARY BRAGIN6 OF TRU55E5 PER HIB91. ANY ADDITIONAL TRU55
5RAGIN6 REQUIRED HILL BE DETERMINED BY TRU55 EN6INEER ON 516NED AND 5EALED TRU55
OIAG-RAM5.
2. ALL TRI155 TO TRU55 GONNEGTOR5 TO BE SUPPLIED BY TRU55 MANU FAGTURER.
3.INDIGATE5 #2 5YP OR BETTER 2x4 BLK6. AT 48" O.G. BTHN. TRU55 BOT. GHORD5
® H/ (2)-Ibd GOMMON5 TOE -NAILED EA. 510E. (TYP. AT 15T (4) TRU55 BAYS AT ALL
6ABLE EN05 UNLE55 OTHERW15E 5HOHN ON THE PLAN)
4. ALL OVERHAN65 TO BE 12" UNLE55 OTHERH15E NOTED ON FRAMING PLAN OR ELEVATION5.
5. PROVIDE MIN. (2)-I0d TOE -NAILED COMMONS AT EA. TRU55 BEARING BOTTOM GHORO TO TOP
PLATE AT ALL FRAME BR6. HALLS. (ADDS 150 LB5 UPLIFT ( APAGITY TO 5TRAP GAPAGITY)
b. ALL INTERIOR FRAME BEARING HALLS SUPPORT 6RAVITY LOADS ONLY (NO UPLIFT
GONNEGTOR5 REOV)
1. FLOOR TRU55 TOP GHORD BEARIN6 CONDITION ON 13" PP. 61RDER TRU55 OR BEAM.
8.15T 5TY. OR 20 5TY. PLUMBING WALL, TOILET, OR FLOOR FITTIN6.
q. PROVIDE AG DUCT RUN THRU FLOOR TRU55E5 - MAXIMIZE OPENIN6 AT GENTER OF SPAN
IO.PROVIDE 2x12 LEDGER (BOTTOM AT TRUSS 5R6. HT.) W (10) IOd NAIL5 AT EA, VERT. 5TUO.
11. PROVIDE 20 LEPC-ER A5 REOV. FOR FLOOR DEGK NAILII6.
12. ALL 61RDEiZS SHORN 51N6LE PLY. FOR CLARITY - 5� TRU55 ENGINEERING FOR REQUIRED
NUMBER of PLIES.
DESIGN LOADS:
DEAD - 17 PSF. (T.C. - 7 PSF.), (B.C. - 10 PSF.)
BOTTOM CHORD NON -CONCURRENT LIVE LOAD - 10 PSF.
WIND SPEED - 120 MPHJ3 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:
08-19-10
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UNLE55 OTHERH15E NOTED ON THE PLAN 12
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x UPLIFT LOAD REQUIREMENTS OBTAINED FROM SEALED
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- EN61NEERIN6 DRAHIN65 FROM TRU55 MANUF.
2x4 X-BRAGIN6 AT 2x4 BOX FRAME AT 48" O.G. MAX. Hf
1 �
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48" O.C. MAX. IN
05B 5HEATHIN6 EA. 51DE (CONNECT TO
LJL
I6" DP. FLOOR FIRST (2) TRU55 BAYS -
OR
2x4 W 8d NAILS AT 6" OL) AT FIRST 0)
TRU55E5 PER PLAN CONNECT EA. END
TRU55 BAYS -CONNECT EA. CORNER H/
W
H/ (2)IOd TOENAILS (2)IOd TOENAIL5
6" DP. GABLE END FLR. TRU55 OR
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DO NOT SCALE PRINTS!
FACE OF BLOCK
PER INDICATED DIMENSIONS
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TO BE REPORTED TO NUI
HOMES FOR CLARIFICATION!
GONG. BLOCK4HALLT
24 O.G. MAX. - PROVIDE SOLID BRACING BTWN.
FROM FACE OF BK.BOT CHRORDS FOR NAAIII_If 6 FILL°L L FLR. TRUSSES
NAIL HOLES
s PERIMETER WALL DETAIL
12 TRUSSES PARRALLEL TO WALL
1st STY. FRAMING PLAN
1/4" = 1'-0"
FRAMING PLAN NOTES:
I. PERMANENT OR TEMPORARY BRAGIN6 OF TRU55E5 PER HIB91. ANY ADDITIONAL TRU55
5RAGIN6 REQUIRED HILL BE DETERMINED BY TRU55 EN6INEER ON 516NED AND 5EALED TRU55
OIAG-RAM5.
2. ALL TRI155 TO TRU55 GONNEGTOR5 TO BE SUPPLIED BY TRU55 MANU FAGTURER.
3.INDIGATE5 #2 5YP OR BETTER 2x4 BLK6. AT 48" O.G. BTHN. TRU55 BOT. GHORD5
® H/ (2)-Ibd GOMMON5 TOE -NAILED EA. 510E. (TYP. AT 15T (4) TRU55 BAYS AT ALL
6ABLE EN05 UNLE55 OTHERW15E 5HOHN ON THE PLAN)
4. ALL OVERHAN65 TO BE 12" UNLE55 OTHERH15E NOTED ON FRAMING PLAN OR ELEVATION5.
5. PROVIDE MIN. (2)-I0d TOE -NAILED COMMONS AT EA. TRU55 BEARING BOTTOM GHORO TO TOP
PLATE AT ALL FRAME BR6. HALLS. (ADDS 150 LB5 UPLIFT ( APAGITY TO 5TRAP GAPAGITY)
b. ALL INTERIOR FRAME BEARING HALLS SUPPORT 6RAVITY LOADS ONLY (NO UPLIFT
GONNEGTOR5 REOV)
1. FLOOR TRU55 TOP GHORD BEARIN6 CONDITION ON 13" PP. 61RDER TRU55 OR BEAM.
8.15T 5TY. OR 20 5TY. PLUMBING WALL, TOILET, OR FLOOR FITTIN6.
q. PROVIDE AG DUCT RUN THRU FLOOR TRU55E5 - MAXIMIZE OPENIN6 AT GENTER OF SPAN
IO.PROVIDE 2x12 LEDGER (BOTTOM AT TRUSS 5R6. HT.) W (10) IOd NAIL5 AT EA, VERT. 5TUO.
11. PROVIDE 20 LEPC-ER A5 REOV. FOR FLOOR DEGK NAILII6.
12. ALL 61RDEiZS SHORN 51N6LE PLY. FOR CLARITY - 5� TRU55 ENGINEERING FOR REQUIRED
NUMBER of PLIES.
DESIGN LOADS:
DEAD - 17 PSF. (T.C. - 7 PSF.), (B.C. - 10 PSF.)
BOTTOM CHORD NON -CONCURRENT LIVE LOAD - 10 PSF.
WIND SPEED - 120 MPHJ3 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:
08-19-10
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TO BE REPORTED TO NUI
HOMES FOR CLARIFICATION!
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M/I ORLANDO
DBL. 2x P.T
BLOGKIN6
(2)12d NAILS
VERT. REINF. GONG. AT b" O.G.
FILLED CELL W1 145
$AR- n 112' EXP. BOLT AT 24" O.G. VERT.
(2 3/4" EMBED) W/ 2"50. WASHER
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WALL PER TYP.
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VERT. REINF. GONG.
FILLED GELL W/ 145
BAR
AT EXT. FRAME WALL TO BLOCK
WALL, PROVIDE 2x P.T. W/ 1/2' EXP.
BOLT AT 24' O.G. VERT. (4' EMBED)
W/ 2" 50. WA5HER5 PROVIDE 1112"
EDGE D15TANGE FOR BOLTS
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EXT. FRAME WALL TO
BLOCK WALL CONNECTION
DETAIL APPLICABLE TO ALL EXTERIOR FRAME WALL5 ONLY
UNLE55 OTHERWI5E NOTED ON FLOOR PLAN
118" ASS>
TER
PAPER BACK LATH
BUILDIN6 WRAP
(TYVEK)
WALL 5HEATHIN6
PEEL AND 5TIGK
MEMBRAFLASHINE
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FRAME SET IN DONT.
BED OF SEALANT
EXTERIOR WINDOW HEAD
SCALE: 2" - P-0"
ALUMItlUM WINDOW
FRAME SET IN DONT.
BED OF SEALANT
PEEL AND STICK
MEEMMBRFLASNE
BUILDIN6 WRAP
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PAPER BACK LATH
BUILDING WRAP
(TYVEK)
EXTERIOR WINDOW JAMB
5GALE: 2" - 1'-0"
TYVEK OVER 'G'
PEEL AND STICK
FLA5HIN6 AND
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TAPE OVER GUT
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OVERLAPPING A5 INDICATED
5TRUGTURAL ROOF
GROUT SOLID AT
DONT. 2x4 W/
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PEEL AND STICK DETAIL
BLOCK CELL DETAIL
PROVIDE SOLID 2x4 BLK6. BTWN.
20 "T" OR "L' 5TRONCBAGK AT GABLE
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TOP/130T. RAILS FOR 50LID
OVERHANG5 OVER 12"-GONNEGT Wl
FOR #5 BAR DOWEL SET IN
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GROUT SOLID AT
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TOP OF DELL
2-12d NAILS
COL. REMAINDER AT T' O.G.
GONG. FILLED REINF.
SAWCUT APPROX.
2x4 OUTLOOKER5 AT 24" O.G. Wl
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0.145 DIAx3 L. POWDER
(5)1/4"x21/4' MASONRY 5GREW5
TOP GOUR5E PER
(3)12d TOE -NAILED TO TRU55 TOP
ACTUATED FASTENERS- PLACE
TO BLOCK WALL AND (00d
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TALLER THAN V-0"
BLK6. ALONG 51H OF GABLE END
TYP. HALL SEGTION
OPENING WALLjE
LOGATION5 AND TYPES
FLP, TRUSSES
l/lb" 05B 5HEATHIN6 OVER GABLE END
I
112" DRYWALL OVER Ix2 P.T. (MIN) AT 24"
VENTED SOFFIT
AT EA. 2x4 TO 2x4 JOINT
�Q�s
O.G. (MAX)
,
""IN
HOLE TO BGLEANED
FADE OF 5HEATHIN6 FLUSH W/ BLK. WALL
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PRIOR TO
(
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3000 P51
DISPEN51N6 ADHESIVE
TYP. WALL 5EGTION
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--EPDXY ADHESIVE TO
"HETA20" STRAP 5PEGIFIED
TEXTURED GEMENT FINISH OVER
GELL W/ #5
HIGH 5TREN&TH TYPE
CONTROL / EXPAN51ON JOINT
Bxbxlb GONG. BLOGKAND
REBAR
--REBAR DOWEL MUST
PAPER BACK LATH
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IB' WIDE PEEL Q 5TIGK
BE GLEAN AND OIL FREE
MEMBRANE OR #15 FELT
2x4 BLK6. AT 48" O.G. FROM GABLE
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5AWGU
BUILDING WRAP (TYVEK)
WALL 5HEATHIN6
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TRU55
10d NAILS AT 8'
STOP
25" MIN. LAP
GOUR5E - FILL H/ GONG. AND 145
O.G.
OF 5LAB
OF KEBABS
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DONT. 20 MIN. P.T. PLATE W/ 1/2"
DIA. A.B. OR 518 EXP. BOLT W/ 2
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MONOLITHIG SLAB E06E
REINF. FILLED
BLOCK CELL DETAIL
PROVIDE SOLID 2x4 BLK6. BTWN.
20 "T" OR "L' 5TRONCBAGK AT GABLE
20 LADDER FRM6. REOV. AT
TOP/130T. RAILS FOR 50LID
OVERHANG5 OVER 12"-GONNEGT Wl
12d NAILS AT 12" O.G.
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SHEATHING SEE
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ACTUATED FASTENERS- PLACE
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VENTED SOFFIT
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FLASHING
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EXPANSION JOINT
5GALE: 3" - 1'-0"
25' MIN. LAP
#5 REBAR Wf 5TD. HOOK
REINF. GONG. FILLED
GELL #5 VERT. REBAR -
- BxBxib GONG. KNOCKOUT
BLK. TOP GOUR5E - FILL
Wf GONG. t 145 BAR CONT.
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`- 25" MIN. LAP
#5 REBAR W/ 5TD. HOOK
ON DETAIL
51MP50N "MT5MI6" STRAP W/
(4)1/4"x2 1/4" TAPGON5 TO
BLOGK WALL AND (i)IOd n
COMMONS TO TRU55 i t ROOF TRUSS
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sy " n t OTHER FOR 51N6LE
GONG. FILLED REIN. MEMBER TRUSS
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TYP. WALL 5EGTION
MISSED ROOF TRUSS TO BLK. WALL STRAP
8'-0" MAX. SPAN WO 2x8 RID6E
2x4 VERTICAL BLK6. 2xb VALLEY RAFTERS
(4)lbd 2x4 COLLAR TIE IN
NAILS UPPER 3RD OF ROOF HT.
---- - AT EVERY 3RD PAIR OF
------ - RAFTERS
MTAP t 2x4 VERT. AT MT512
STRAP i 6-0® O.G. MAX. (ONLY STRAP
't AT SPANS > 8'-0")
20 BLK6. AT VALLEY RAFTER
BRC. BTWN. TRUSSES
ROOF TR 65 ROOF TRU%
BELOW RAFTER
HAND VALLEY FRMG. DETAIL
ALTERNATE VALLEY DETAIL FROM TRU55 EN61NEER MAY BE
SUBSTITUTED PROVIDED DETAIL HAS STATE OF FLORIDA
LIGEN5ED STRUCTURAL EN61NEER STAMP
USE (1) MT5MIb STRAP FOR UPLIFT VALUE -5 860 LBS. OR LE55
USE (2) MT5MIb STRAPS FOR UPLIFT VALUES 1120 LBS. OR LE55
UPLIFT VALUES OVER 1120 LB5. REQUIRE LETTER FROM ARGHITEGT OR ENGINEER
1/I6" OSB 5HEATHIN6
GABLE END OR
FLOOR TRU55
IV GEMENT PLASTER
ON PAPER BAGK LATH
AIR INFILTRATION BARRIER
(0E516N STANDARD: TYVEK)
MID -WALL
HEEP 5GREED
1/2" MIN. GEMENT
PLASTER
8" GMU WALL
DETAIL @ BLOCK I F
5GALE: 3" = P -O"
RAME CONNECTION
PRE-EN6'RED FLOOR
TRUSSES AT 24' O.G.
GONNEGT EA. TRJ55 BOT.
GHORD W/ (2)lbd MIN.
GOMMON5 TOE -NAILED TO
TOP PLATE �Z
1/2" 6YPSUM BD.
DBL. 2x TOP PLATE
R -II INSULATION AT ALL WALLS
ADJACENT TO NON -AIR GONDITIONED
5PAGE5
2x GONT. MID -WALL 13LK6. (WALLS
OVER 8,'H. --PROVIDE BLK6. AT 4'-0'
O.G. MAX)
112' DRYWALL
2x STUDS @ 16' O.G. #2
5PF OR BETTER
2x4 P.T. 51LL PLATE -
ATTAGH W/ (2) GONG. NAILS OR
(1) POWDER ACTUATED FASTENER
AT 24" O.G.
3 112" MIN. GONG. SLAB (2500 P50 W/
FIBERME5H OR bxb 10/10 WWM OVER
VAPOR BARRIER
GLEAN GOMPAGTED�� o o E
EARTH FILL
THIGKEND SLAB FOOTING
PER SLAB PLAN
TYP. INT. BRG. WALL SECTION
5GALE: 1 112"=I' -O"
A'
5' INCL.
ROOF FDC -7F ROOF O.H.
ROOF
E06E
G
k ROOFO.H.
O1 ZONE I - USE 8d "RIN65HANK" NAILS @ 12' O.G. (FIELD) 6" O.G. (EDGE)
ZONE 2 - USE 8d "RIN65HANK" NAILS @ 6" O.G. (FIR D/EDH)
O ZONE 3 - USE 8d "RIN65HANK" NAILS @ 4" O.G. (FIELD/ED6E)
ROOF NAILING PATTERN
NOTE: ALL PLYWOOD ROOF 5HEATHI% SHALL HAVE A
"PANEL SPAN RATIN6" OF 32116.
APPROVED SHINGLES
MANUF. I TYPE:
GERTAINTEED "LANDMARK 30 AR"
GERTAINTEED 'LANDMARK 30'
FLASHING:
ALL ROOF AND WALL FLA5HIN6 TO BE ALUMINUM OR
6ALV. METAL MATERIAL. GONNEGT W/ 6ALV. METAL
NAILS AT 24' O.G. MAX.
5HIN6LE5 (ATTAGH W/ GALV. METAL ROOFIK16 NAILS PER MANUF.
INSTALLATION DETAIL5) OVER 15# FELT (2" SIDE LAP / 4" END LAP
AND GAP NAILS AT 12" O.G.-EDGE, 24`0L. -FIELD) ON Ulb" SPAN
RATED 5TRUGTURAL 5HEATHIN6 (SEE ROOF NAILING PATTERN) AND
PRE-EN6RED ROOF TRUSSES AT 24" O.G.
HIRR. STRAP AT EA. TRU55 SEE 12
ROOF PLAN PER
F—
Bxbxlb GONG. KNOGKOUT BLK. TOP ELEV. R-30 INSULATION
GOUR5E - FILL W/ GONG. AND 145
BAR DONT.
DRIP E06E1/2"
20 "T" OR "L' 5TRONCBAGK AT GABLE
20 LADDER FRM6. REOV. AT
VERTICAL LONGER THAN 4b'( ONNE6T W/
OVERHANG5 OVER 12"-GONNEGT Wl
12d NAILS AT 12" O.G.
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41-0"
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FA5GIA MATERIAL TO BE
5TRUGTURAL ROOF
SHEATHING SEE
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ROOF NAILING PATTERN
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COL. REMAINDER AT T' O.G.
BOARD OVER 2x4/2xb
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2x4 OUTLOOKER5 AT 24" O.G. Wl
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5UBFA5GIA REFER TO SUBD.
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20 5TRO%BACK IF 6ABLE TRUSS 15
(3)12d TOE -NAILED TO TRU55 TOP
(
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TALLER THAN V-0"
GHORD
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2x4 DIA6. 'X"-BRAGIN5 Wl (3)12d NAILS
l/lb" 05B 5HEATHIN6 OVER GABLE END
I
112" DRYWALL OVER Ix2 P.T. (MIN) AT 24"
VENTED SOFFIT
AT EA. 2x4 TO 2x4 JOINT
TRU55-GONNEGT W/ Sd NAILS AT 6" O.G.--SET
O.G. (MAX)
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FADE OF 5HEATHIN6 FLUSH W/ BLK. WALL
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(PROVIDE I/8" SPACE BTWN. PANELS)
(
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6REATER THAN 20 FT. 10 (3) PAIRS AT 1/4 M. (1)
3
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FT. TO 20 FT. LE55 THAN 10 PAIR AT MID -PT. NO
"EFTA° 'LTA!"
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TEXTURED GEMENT FINISH OVER
FT. BRAGI% REOV.
U.S.P. OR 51MP50N STRAP -SEE
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FRM6. PLAN FOR LOGATION5-5ET STRAP 2'
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2x4 BLK6. AT 48" O.G. FROM GABLE
FROM FACE OF BLOGK AND PARALLEL TO
PRECAST WN. SILL - TYP. AT STD.
END BAGK 8'-0" BTWN. TRUSS
HDR Om.
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TRU55-FILL ALL HOLES W/ NAILS
BOTTOM GHORD5
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CABLE END
TRU55
10d NAILS AT 8'
(14)I0d COMMONS INTO
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O.G.
SOLID 2x4 BLK6.
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2x4 CONT. BLK6.
50. WASHER AT 48" O.G. MAX. OR
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(2)POWER-DRIVEN NAILS (51ZE
MONOLITHIG SLAB E06E
#5 BAR DOWEL TIED TO FTG. REBAR
Ib" FOOTING PER SLAB PLAN
TRU55 TO PLATE RATE
TO IOd COMMON) AT I b" O.G.
MIN.
LOCATED PER SLAB PLAN
TYP. EXT.
: 11
5GALE: I/2"= I' -O"
TYP. GABLE END
FRAME WALL
°
GABLE END
"HETA20" GABLE END
TRUSS DETAIL
STRAP ALTERNATIVE
5GALE :1/2" =1'-0"
APPROVED SHINGLES
MANUF. I TYPE:
GERTAINTEED "LANDMARK 30 AR"
GERTAINTEED 'LANDMARK 30'
FLASHING:
ALL ROOF AND WALL FLA5HIN6 TO BE ALUMINUM OR
6ALV. METAL MATERIAL. GONNEGT W/ 6ALV. METAL
NAILS AT 24' O.G. MAX.
5HIN6LE5 (ATTAGH W/ GALV. METAL ROOFIK16 NAILS PER MANUF.
INSTALLATION DETAIL5) OVER 15# FELT (2" SIDE LAP / 4" END LAP
AND GAP NAILS AT 12" O.G.-EDGE, 24`0L. -FIELD) ON Ulb" SPAN
RATED 5TRUGTURAL 5HEATHIN6 (SEE ROOF NAILING PATTERN) AND
PRE-EN6RED ROOF TRUSSES AT 24" O.G.
HIRR. STRAP AT EA. TRU55 SEE 12
ROOF PLAN PER
F—
Bxbxlb GONG. KNOGKOUT BLK. TOP ELEV. R-30 INSULATION
GOUR5E - FILL W/ GONG. AND 145
BAR DONT.
DRIP E06E1/2"
08-19-10
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ALUMINUM OR 5/4' PRIME TRIMAT
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PRE -ENURED. PRECAST GONG. LINTEL ABV. TYP.
5PEGIFIGATION5 FOR FA5GIA
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MATERIAL
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LOGATION5 AND TYPES
G,ONTALUM
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112" DRYWALL OVER Ix2 P.T. (MIN) AT 24"
VENTED SOFFIT
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TEXTURED GEMENT FINISH OVER
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Bxbxlb GONG. BLOGKAND
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PRECAST WN. SILL - TYP. AT STD.
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— GLEAN GOMPAGTED
TERMITE TREATED FILL
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AT EA. REIN. FILLED (,ELL AS
MIN.
LOCATED PER SLAB PLAN
TYP. EXT.
BLOCK WALL SECTION
5GALE: I/2"= I' -O"
LATEST REVISION
DATE TO MASTER:
08-19-10
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