2577-2589 River Landing Dr 10-897 thru 10-903 (a)M
�r
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PLANS REVIEWED
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PLANS REVIEWED
CITY OF SANFORD
PERMIT # G 60 _
ME. 3 2
PLANS REVIEWED
CITY OF SANFORD
PANS REVIEWED
CITY OF SANFORD
PERMS:
_ 2 LJ
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PLANS REVIEWED
CITY OF SANFORD
PEPW # _ / U - � 0__2,
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ABBREVIATIONS
ABV.
ABOVE
E:][::]E:IE
GAUGE
A/C
DEJEI I
G.F.I.
GROUND -FAULT CIRCUIT
I
ADJUSTABLE
834
.E:]E:]E:l
AHU
AIR HANDLER
GL.
GLASS
ABBREVIATIONS
ABV.
ABOVE
GA.
GAUGE
A/C
AIR COMPRESSOR
G.F.I.
GROUND -FAULT CIRCUIT
ADJ.
ADJUSTABLE
834
INTERRUPTER
AHU
AIR HANDLER
GL.
GLASS
ALT
ALTERNATE
GYP. BD.
GYPSUM BOARD
AMP.
AMPERAGE
H.C.
HOLLOW CORE
BD.
BOARD
HDR.
HEADER
BLK
BLOCK
HT.
HEIGHT
BLK'G.
BLOCKING
INSUL.
INSULATION
C.L.
CENTER LINE
INT.
INTERIOR
CABT.
CABINET
LAM.
LAMINATED
CLG.
CEILING
LAV.
LAVATORY
CLR.
CLEAR
LUM.
LUMINOUS
CONC.
CONCRETE
M.C.
MEDICINE CABINET
CPT.
CARPET
MFR.
MANUFACTURER
C.T.
CERAMIC TILE
MIN.
MINIMUM
C.J.
CONTROL JOINT
MTD.
MOUNTED
CMU
CONCRETE MASONRY
MTL.
METAL
UNIT
3b
3b
36
3b
N.I.C.
NOT IN CONTRACT
D.
DRYER
N.T.S.
NOT TO SCALE
DBL.
DOUBLE
O.C.
ON CENTER
DIA.
DIAMETER
P.L.
PROPERTY LINE
DIM.
DIMENSION
P.B.
PUSH BUTTON
DISP.
DISPOSAL
PH.
PHONE
DP.
DEEP
PLYWD.
PLYWOOD
DR.
DOOR
PR.
PAIR
D.S.
DOWNSPOUT
PT
PRESSURE TREATED
DTL.
DETAIL
R.
RISER
D.W.
DISHWASHER
RAD.
RADIUS
EA.
EACH
RIA
RETURN AIR GRILL
ELEV.
ELEVATION
REF.
REFRIDGERATOR
ENG'D.
ENGINEERED
REV.
REVERSE
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
RM.
R.O.
RIS
S.C.
S.D.
S.H.
SH
SHTHG
SHWR.
SIM.
SGD.
STD.
TEMP.
THK.
T.O.C.
T.O.P.
T.O.S.
TYP.
U.N.O.
VP
W.
W/
WD.
WDW
W/H
W.I.
W.P.
SANFORD BUILDING DEPT.
THESE PLANS ARE REVIEWED ANO CONOMONALLY
ACCEPTED FOR PERMIT. A PERMIT IM90 SHALL RE
CONSTRUED TO BE A LICENSE Tb PROCEE6 WIfM
THE WORK AND NOT AS AUTI`fCtiMTY tel ViOLA"E;
CANCEL, ALTER, OR %cT $st*K 1+h;Y ap ` pp7
PROViSION's OF TP49 T ECHNK: AkF r.,tOJ4.g. R� �t&!:k
tSSUANCff 6 $ PCc 4M{ i pg#,V -ti- 'rHE &ALDtN6
I'i FR4316} 'TFa�i�iG �k'iER Fi$6UIRfkd A 66RRSCe
E)f E�liiCiidS 1?iE PLANS, CONSTRUCnON
n anGTHM "QL c 6F THE CODE$.
®R
ROOM
ROUGH OPENING
ROD AND SHELF
SOLID CORE
SMOKE DETECTOR
SINGLE HUNG
SHELF
SHEATHING
SHOWER
SIMILAR
SLIDING GLASS
STANDARD
TEMPERED GLASS
THICK
TOP OF CURB
TOP OF PLATE
TOP OF SLAB
TYPICAL
M/1
M/1 HOMES SE
UNLESS NOTED OTHERWISE
VAPOR PROOF
WASHER
WITH
WOOD
WINDOW
WATER HEATER
WROUGHT IRON
WEATHER PROOF
HOMES
RVICE CORP.
SUBDIVISION: RIVERVIEW
LOT#: RV 21-27
MODEL: RIVERVIEWIIIIIIIIIIIIIIIIIIII 7 UNIT TOWN
MISC.
AREA TAB
WINDOWS
CODE
DESCRIPTION
0016
SINGLE HUNG - BLOCK
0026
SINGLE HUNG - FRAME
0030
FIXED GLASS - FRAME
834
134
0021
SLIDING GLASS DOOR- BLOCK
b64
134
1 VMFLG
VERTICAL - BLOCK
1 VMFIN
VERTICAL - FRAME
q01
DOORS
CODE
DESCRIPTION
7
SINGLE/DOUBLE INSWING/OUTSIMNG
(2068, 2468, 2668, 2868, 6068)
(9221
8'xT GARAGE DOOR
PbO
1635
MISC.
AREA TAB
UNIT
UNIT
UNIT
UST
UG
UNIT
UNIT
BODE.
Ist 5TY. LIVING
834
134
134
bb4
b64
134
834
5188
2nd 5TY. LIVING
q4b
q01
q01
SI6
81b
q01
q4(9
(9221
TOTAL LIVING
PbO
1635
1635
1480
1450
1635
1180
11425
ENTRY
40
51
51
b5
65
51
40
3(93
GARAGE
238
230
230
242
242
230
238
1b50
LANAI
41
NA
NA
NA
NA
NA
41
82
TOTAL U.R.
20gq
Iglb
I%
IlBl
11bl
1916 20gq
13520
Lp_ATjo_NAF
36
3b
3b
36
3b
NA
180
CODE SUMMARY
APPLICABLE GODE5
I. FLORIDA BUILDING CODE 2001 - RE5IDENTIAL 2001 Q 2008 5UPPLEMENT5
2. FLORIDA BUILDING CODE 2004 - BUILDING; CHAPTER 13 - AGGE551BILITY
3. NATIONAL ELECTRICAL CODE, NFPA 10, 2001 EDITION
4. FLORIDA FIRE PREVENTION CODE - 2001 EDITION
Sheet Number
BUILDING TYPE:
2 STORY TOWNHOU5E
0
Cover Sheet
GON5TRUCTION TYPE:
UNPROTECTED, UN5PRINKLED
Elevations
2
FIRE PROTECTION RATING REQUIREMENT5:
3
1st Floor Plan
4
REQUIRED PROVIDED
I. PARTY AND FIRE HALL5
2 HR.
2 HR.
2. INTERIOR BEARING WALL5
0
0
3. INTERIOR NON BEARING PARTITIONS PER 105.1.2
0
0
4. GOLUMNS
0
0
5, R5 TRU55 5 AND ARCHE5
0
0
6. FLOOR/CEILING CON5TRU6TION
13
2nd Framing Plan
1. ROOF / GEILIN6 GON5TRUGTION
0
0
8. EXTERIOR BEARING WALLS
D2
Detail Sheet
HORIZONTAL 5EPARATION: (PARRALLEL HALL5)
Detail Sheet
0 ft. to b ft (0 % OPENINGS)
I (0%)
N/A (0%)
OVER 6 ft
0
0
q. EXTERIOR NON BEARING WALLS
�
HORIZONTAL 5EPARATION: (PARRALLEL HALLS)
0 ft. to b ft (0 % OPENIN65)
I (0%)
N/A 0�
OVER b ft
0
0
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:
02-15-10
0
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M/I ORLANDO
E
C111
I Id Z6
N
3' b"
FOAM SOFFIT
BRACKET #1
FOAM SOFFIT BRACKET(S)
1/4" = 1'-0"
MEAN ROOF HE16HT-r� — —
+23'-3" �
TOP OF 2ND 5TY.
WALLPLATE � —
+1617/8"
2+d 5TY. FIN. FLR.-,-Ik
+10'-8-8-314"
TOP OF 15T 5TY.
BLK. WALL
— �4:
FOAM SOFFIT
BRACKET- EQ.
5PAGED
TOP OF SLAB —
+0'-0"
(REF. ELEV)
Asi 10 AA " 10
111b" 05B 5HEATHIN6
CABLE END TRU%
OR FRAME WALL
1/8' GEMENT PLASTER
ON PAPER BAGK LATH
AIR INFILTRATION BARRIER
VE516N 5TANDARO: TYVEK)
z
CV
MID -WALL
WEEP 5GREED
1/2" MIN. GEMENT
PLA5TER
b" GMU WALL
CONTROL JOINT DETAIL a,, TOP OF BLOCK
11111 =&'VAI'M rsm��1
X
I
L- nA-
FOAM SOFFIT GABLE CORBEL
1/4" = 1'-0"
PROJ.
3/4"
mi
KEYSTONE
114" = 1'-0"
PRINCETON
PRINCETON
TRENTON
TRENTON
PRINCETON
UNIT "F"
UNIT "E"
UNIT "D"
UNIT "C"
UNIT "B"
5HIN6LE ROOFING
BAND AT — U 'v Lrmu/ - - �ivn�
DOOR/HPK SPROIJ�BEYOND FINISH BOAN/D DK
BAND AT-
-DOOR/WPW.
PROJ. BEYOND FIN15H BAND AT
STONE DOOR/WDW.
5HIN6LE ROOFING
7 V1. 7( UKW � 71UNC L U KAIXV DANU -
BAND AT FIN15H PROJ. BEYOND
DOORMOH. 5TONE
1 rN/IAInTr1A1
TOP OF 2ND 5TY.
WALL PLATE
2nd 5TY. FIN. FLR
--moi
TOP OF 15T 5TY.
BLK. WALL— —
FOAM SOFFIT
CKET- EQ.
SPACED
T_OP OF 5LAB
-0'
FRONT ELEVATION
1/4" = 1'-0"
CODE SUMMARY
APPLICABLE CODE5
I. FLORIDA BUILDIN6 CODE 2001 - RE51DENTIAL 2001 d 200b 50PPLEMENT5
2. FLORIDA BUILDING CODE 2004 - BUILDING; CHAPTER 13 - AGGE551BILITY
3. NATIONAL ELECTRICAL CODE, NFPA 10, 200b EDITION
4. FLORIDA FIRE PREVENTION CODE - 2001 EDITION
BUILDING TYPE:
2 STORY TOHNHOU5E
02-15-10
E-0
GON5TRUGTION TYPE:
UNPROTECTED, UN5PRINKLED
J+ JZNM
U)
FIRE PROTECTION RATING REQUIREMENT5:
Q
O
REQUIRED
PROVIDED
I. PARTY AND FIRE HALL5
2 HR.
2 HR.
2. INTERIOR BEARING HALL5
0
0
3. INTERIOR NON BEARING PARTITIONS PER 105.1.2T
0
0
4. GOLUMN5
0
0
5. BEAM5,61RDER.5, TRU55E5 AND ARGHE5
0
0
6. FLOOR/6EILIN6 GON5TRUGTION
�
1. ROOF / GEILIN6 GON5TRLTION
0
0
b. EXTERIOR BEARING HALL5
QD
HORIZONTAL SEPARATION: (PARRALLEL HALLS)
LJ.
0 ft. to 6 Ft (0 % OPENIN65)
1 (0%)
N/A (0%)
OVER b ft
0
0
q. EXTERIOR NON BEARING WALL5
HORIZONTAL SEPARATION: (PARRALLEL HALL -5)
0 ft. to b ft (0 % OPENIN65)
I (0%)
WA 0%
OVER b ft
0
0
LATEST REVISION
DATE TO MASTER:
02-15-10
E-0
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0
oc
0o
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>/
_0
a
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J
DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO NUI
HOMES FOR CLARIFICATION!
V
L
1�
1 of 14
M/I ORLANDO
LEXINGTON
UNIT"All
4'-0'
MIN. TYP. ALL UNITS
PRINCETON
TRENTON
TRENTON
PRINCETON
PRINCETON
UNIT 111311
UNIT "C"
UNIT "D"
1
UNIT "E"
L
UNIT "F"
4' 6ALV. MTL. OFF -RIDGE VENT \
12 r
F— 4' 6ALV. MTL. OFF -RIDGE VENT
MEAN ROOF HEI6H
+Z3'-3"
------------— — — — — — — — — — 5HIN6LEROOFIN6
5HIN6LE ROOFING
TOP OF 2ND STY.
HALL R -TE 6
8' Ll8-----------------------------
2'-b' 2-6' TEXTURED WALL FINISH
Epig
2nd STY. FIN. FLR. TEXTURED WALL FIN15H -31
59JARE HOOD
l -- -- ROOF VENT
------------------
4'-0" L 1, 4'-0"
MIN. TYP. ALL UNIT51 1 MIN. TYP. ALL UNITS
- — — — — — — — — — — — —
TOP OBLKT�L SLOPE 5.12 — — — — — — —
G.J.
+q -4'
v
CC
TEXTURED WALL FIN15H
TOP OFSLAB —
+O'-0
IV
— — — — — — — — — — —
0
SLOPE 5;12
4'-0'4'-0'
MIN. TYP. ALL UNITS MIN. TYR ALL UNITS
�4' 6ALV. MTL. OFF -RIDGE VENT
'w'�4' 6ALV. MTL. OFF -RIDGE VENT -----'v'
4'-0'4'-0"
MIN. TYP. ALL UNITS MIN. TYP. ALL UNITS
SLOPE 5:12
4' 6ALV. MTL. OFF -RIDGE VENT
4'-0' 4'-0'
MIN. TYP. ALL UNITS MIN. TV. ALL UNITS
5HIN6LE ROOFING
4' 6ALV. MTL. OFF -RIDGE VENT
4'-0"
MIN. TYP. ALL UNITS
LEXINGTON
UNIT "G"
4' 6ALV. MTL. OFF-RID6E VENT
MEAN ROOF HE16HT
+23'-5'
8'W. SCORED LINE
SHINGLE ROOFING 8"W. SCORED LINE
—ALONG SOFFIT - TYP. ALONG SOFFIT - NP. TOP OF 2ND STY.
— — — — — — — _ WALL PLATE
— — — — —
— — — — — — — — — — — — — — — —
8"W. SCARED
BAND AT
DOORWH. 2-6- TEXTURED WALL FIN15H TEXTURED WALL FIN15H
8"W. 5GOREO
BAND AT
2' b° DOOR/INDW. 2--b"
TEXTURED WALL FINISH SQUARE HODD 2nd 3/FIN. FLR.
— — — —
— — — — — — — — — — — — — — —
------------- --- ROOF VENT
G. G.J. SLOPE 5.12 TOP OF 15T STY.
G.J.
OIL
KK. WALL
TEXTURED WALL FINISH
8'W.SCORED
BAND AT
DOOR/WDW.
------------ L L
SIDE ELEVATION - "LEXINGTON" UNIT
1TE
T01
TEXTURED WALL FIN15H
8'W. SCORED
BAND AT
DOOR/T H.
TEXTURED WALL FINISH
------------- — TOP
0" OF SLAB
—+0' -
(REF. ELEV)
REAR ELEVATION
SIDE ELEVATION - "LEXINGTON" UNIT
LATEST REVISION
DATE TO MASTER:
02-15-10
o0
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9 LLI
0
0
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r -
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�
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SLOPE 5;12
4'-0'4'-0'
MIN. TYP. ALL UNITS MIN. TYR ALL UNITS
�4' 6ALV. MTL. OFF -RIDGE VENT
'w'�4' 6ALV. MTL. OFF -RIDGE VENT -----'v'
4'-0'4'-0"
MIN. TYP. ALL UNITS MIN. TYP. ALL UNITS
SLOPE 5:12
4' 6ALV. MTL. OFF -RIDGE VENT
4'-0' 4'-0'
MIN. TYP. ALL UNITS MIN. TV. ALL UNITS
5HIN6LE ROOFING
4' 6ALV. MTL. OFF -RIDGE VENT
4'-0"
MIN. TYP. ALL UNITS
LEXINGTON
UNIT "G"
4' 6ALV. MTL. OFF-RID6E VENT
MEAN ROOF HE16HT
+23'-5'
8'W. SCORED LINE
SHINGLE ROOFING 8"W. SCORED LINE
—ALONG SOFFIT - TYP. ALONG SOFFIT - NP. TOP OF 2ND STY.
— — — — — — — _ WALL PLATE
— — — — —
— — — — — — — — — — — — — — — —
8"W. SCARED
BAND AT
DOORWH. 2-6- TEXTURED WALL FIN15H TEXTURED WALL FIN15H
8"W. 5GOREO
BAND AT
2' b° DOOR/INDW. 2--b"
TEXTURED WALL FINISH SQUARE HODD 2nd 3/FIN. FLR.
— — — —
— — — — — — — — — — — — — — —
------------- --- ROOF VENT
G. G.J. SLOPE 5.12 TOP OF 15T STY.
G.J.
OIL
KK. WALL
TEXTURED WALL FINISH
8'W.SCORED
BAND AT
DOOR/WDW.
------------ L L
SIDE ELEVATION - "LEXINGTON" UNIT
1TE
T01
TEXTURED WALL FIN15H
8'W. SCORED
BAND AT
DOOR/T H.
TEXTURED WALL FINISH
------------- — TOP
0" OF SLAB
—+0' -
(REF. ELEV)
REAR ELEVATION
SIDE ELEVATION - "LEXINGTON" UNIT
LATEST REVISION
DATE TO MASTER:
02-15-10
o0
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0
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M/I ORLANDO
�1
M
c
c
m
c
c
0
c
Elm
m
Elm
c
c
w
c
w
2x4 DRYWA
5HE
NICHE
DETAIL
UNIT5 'B" / "G' / 'D'
WDW.ROUGH
OPNG.NOTE
36718x63
WIDTH x HEIGHT
(IN INCHES)
AREA
O
O
TAB
H
UNIT
UNIT
UNIT
UST
UNIT
BIT
AIT
TOTAL
15t STY. LIVING
834
134
134
bb4
bb4
134
834
5188
2nd STY. LIVING
g46
q01
q01
Slb
81b
g01
g46
6221
TOTAL LIVING
1180
1635
Ib35
1480
1480
1635
1180
11425
ENTRY
40
51
51
b5
b5
51
40
3b3
GARAGE
238
230
230
242
242
2301
238
Ib50
LANAI
41
NA
NA
NA
NA
NA
41
82
TOTAL U.R.
20gq
Iglb
Iglb
1181
1781
Iqlb I
20gq
13520
PATIO
NA
3b
3b
36
3b
3bl
NAI
180
1st STY FLOOR PLAN NOTES:
I. ALL INTERIOR FRAME WALL ARE DRAWN AND DIMENSIONED TO BE 3 1/2' WIDE UNLE55 OTI ERH15E NOTED.
2. ALL EXTERIOR BLOCK ARE SHOWN AND DIMENSIONED TO BE 15/8' WIDE UNLE55 OTHERWI5E NOTED.
3. ALL FULL HEIGHT BLOCK WALL5 WITH NO OPENIN65 BTWN. 6ROUTED FILLED GELL5 ARE WN51PERED SHEAR
WALL5.
4. ® INDIGATE5 FRAME BEARIN6 WALL. WALLS DO NOT REQUIRE UPLIFT CONNNECTOR5 DUE TO WALL
SUPPORTING GRAVITY LOA05 ONLY. ALL UPLIFT LOAD5 ARE HANDLED BY QUICK -TIE IN5TALLATION. 5EE 5HEET 11
FOR ADD'L. INFORMATION
5. p INDICATES FILLED REINFORCED VERTI(AL BLOCK CELL - GONT. FROM FOOTIN6 TO G.M.U. TOP COURSE
b. ® INDIGATE5 &' GMU WALL. TOP OF 4-4' ABOVE TOP OF 5LAB.
T. ® INDIGATE5 2 -HR FIRE SEPARATION WALL BTWN. UNITS. SEPARATION WALL GONTIRM FROM TOP
OF FIR5T 5TORY 5LA13 TO UNDER5I0E OF 5E6ON0 5TORY ROOF DECKING. NO ELECTRIGAL, PLUMBING,
MECHANICAL, OR OTHER BLDG. 5ERVIGE SHALL BE WITHIN OR PENETRATE THE SEPARATION WALL.
8. PROVIDE UL TE5TED FIRE GAULKING ON ALL ELECTRI6AL,PLUMBIN6 AND MEGHANIGAL PENETRATION THROUGH
RATED WALL5 AND GEILIN65
q. VENT DRYER TO OUT5IDE THROU51-1 ATTIC OR WALL.
10. PROVIDE 24'w. WALL CAVITY, VOID OF 5TUD5, BEHIND WASHER FOR PLUMBIN6 BOX AND STACK
II. PROVIDE 12"w. WALL CAVITY, VOID OF 5TUD5, AT 90,ER CONTROL VALVE LOCATION.
12. IN5TALL TEMPERED 6LA55 IN ALL SHOWER ENCL05URE5 AND HAZARM GLAZING LOGATION5.
13. XXX - I0IGATE5 WIND PRF55URE IN P.5.F. FOR WINDOW OPENING.
14. 'FLR'6 LINE'- INOIGATE5 CHANCE IN FLOOR FIN15H.
15. REFER TO CONTRACT GHAN6E ORDER5 FOR FLOOR FINI5&5.
Ib. PROVIDE PORTABLE FIRE EXTIN6Ul5HER5 (FE) W/ WALL MOUNTED HANGERS AT LOGATION5 SHOWN.
1st STY. FLOOR PLAN
1/4" = 1'-0"
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3 of 14
M/1 ORLANDO
ONE-HOUR RATED 1/16" FIRE RETARDANT SHEATH I N(5
4' MINIMUM EA. SIDE OF SEPARATION MALL
8" GMU WALL
REINF. FILLED CELL
2x6 P.T. 2x6 P.T.
STUD STUD
7/8" EXT. PORTLAND GEMENT
PLASTER ON PAPER BAGKED
EXPANDED METAL LATH ON TWEK
BOLT INSTALLATION NOTES:
PLUMB'6
5TAGK
24" VOID
HA5HER
BOX
PLACE DBL. v DBL. WALL
5TUD ADJ. TO 5TUP
VENT PIPE
STUD SPACING
DETAIL WASHER
1/2" x 8"L. THREADED ROD W/ I" RND. WASHER
SET IN EPDXY FILLED 5/8" DIA. DRILLED
GLEANED HOLE (4" MIN. EMBED INTO GMU WALL)
3" MIN. EDGE DI5TANGE
• 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
56ALE: 3"=I' -O"
WDWROUGH
OPNG.NOTE
36718263
WIDTH x HEIGHT
(IN INCHES)
WALLLEGEND
INDICATES 20 BEARIN6 HALL W/ QUICK TIE 5Y5TEM HOLDDOHNS FROM TOP OF
® 15T 5TORY BLOCK WALL TO 5EGOND 5TORY TOP PLATE. 5EE SHEET II FOR
ADD'L. INFORMATION
® INDIGATE5 20 BEARIN6 HALL ABM LAM. BEAM. PROVIDE 5TRAPPIN6 PER
DETAIL #5 ON 5HT.12
® INDIGATE5 2 -HR FIRE 5EPARATION HALL BTWN. UNIT5.5EPARATION HALL
CONTINUOUS FROM TDP OF FIRST 5TORY 5LAB TO LNDER51DE OF 5EGOND
5TORY ROOF DEGKIN6. NO ELECTRIGAL, PLUMBING, MECHANICAL, OR OTHER
1306. SERVICE SHALL BE HITHIN OR PENETRATE THE SEPARATION HALL.
REFER TO SEPARATION HALL DETAIL(s) FOR ADDITIONAL INFORMATION.
AREA
O
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TAB
>C �
UNIT
A
UNIT
UGIT
UNIT
UNIT
UGIT
UNAIT
B
TOTAL
15t 5TY. LIVING
834
134
134
664
664
134
834
5lg8
2nd 5TY. LIVING
q46
q01
q01
816
Bib
q01
q4b
b221
TOTAL LIVING
1180
1635
1635
148O
1480
1635
1180
11425
ENTRY
40
51
51
65
65
51
40
363
GARAGE
238
230
230
242
242
230
238
1650
LANAI
411
NA
NA
NA
NA
NA
41
82
TOTAL U.R.
20gq
Iglb
Iglb
Ilbl
Ilbl
Iglb
20gq
13520
PATIO
NA
36
36
3b
36
36
NA
180
2nd STY. FLOOR PLAN
1/4" = 1'-0"
SECOND STORY PLAN NOTES:
I. DRYER VENT BOX - VENT THRU ROOF.
2. 24" H. HALL CAVITY, VOID OF 5TUD5, FOR
HA5HER BOX AND 5TAGK.
3. 12" H. HALL CAVITY, VOID OF 5TUD5, FOR
SHOWER VALVE AND/OR HEAD.
4. HARZARDOU5 GLAZING LOCATION, INSTALL TEMPERED
6LA55 IN ALL 5HOHER ENGL05URE5 AND/OR HINDOH5.
5. DO NOT 5GALE PRINT5! GON5TRUGTION TO BE FROM
GALGULATED DIMEN51ON5 ONLY. ANY 0I5GREPENGIE5
TO BE REPORTED TO M/I HOME5 FOR GLARIFIGATION.
ALL FRAME HALL5 ARE DRAHN AND DIMEN51ONED
TO BE 3 1/2" HIDE UNLE55 OTHERHI5E NOTED.
b. PROVIDE DRAIN PAN BELOH EACH HASHER. DRAIN
LINE TO EXTERIOR.
1. PROVIDE 2x4 AT 24" O.G. VERT. LADDER 131_06KIN6
AT INTER5EGTION OF INTERIOR TO EXTERIOR FRAME
HALL5 FOR IN5TALLATION OF INSULATION.
LATEST REVISION
DATE TO MASTER:
02-15-10
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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 1-1/2" (38MM) BETWEEN THE WALL AND
THE HANDRAILS
6 -Ai 6
FACE OF 5TUD WALL
KNEE WALL -
TOP AT 42"
2'-3'
(3) TREADS ® 9" EA.
SECTION THRU UPPER STAIR -UNIT "A"
SEE SECTION / DETAIL 5HT5. FOR ADO'L. INFORMATION
KNEE WALL
3'-51/2" 3/4' PLYWD. ON
20 J015T5
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3/4" FLY&. ON -
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SEE 5EGTION / DETAIL 5HT5. FOR ADDL. INFORMATION
1 1/2" DIAMETER CONT.
HANDRAIL
TYPICAL SECTION AT HANDRAIL
BALUSTER SPACING MUST REJECT 4" DIA. SPHERE
UP TO HEIGHT OF 34" -BOTTOM RAIL OR CURB
MUST REJECT 2" DIA. SPHERE
STAIR TREAD AND RISER CALCULATION
(2) RISERS + (1) TREAD = 24" (MIN.) TO 25" (MAX.)
REFER TO FLOOR PLAN FOR NUMBER OF TREADS AND R15ER5
HANDRAIL WITH CIRCULAR CRO55
5EGTION DIAMETER BTWN. I I/2'
TO 2", OR PROVIDE CRO55 TOTAL 5TAIR RUN
SECTION OF EQUIVALENT MINIMUM TREAD (NOT INGWDIN6 N051N6) = 9' WIDE
6RA5PABILITY PERFORMANCE 2x8 BLOGKING BEHIND HANDRAIL
TOP AT 39' ABOVE EDGE OF TREAD
NOTE: PIGKET5 SHALL BE PLAGED
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GONNEGT SPACER TO EA. 5TUD
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SEE 5EGTION / DETAIL 5HT5. FOR ADDL. INFORMATION
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MUST REJECT 2" DIA. SPHERE
STAIR TREAD AND RISER CALCULATION
(2) RISERS + (1) TREAD = 24" (MIN.) TO 25" (MAX.)
REFER TO FLOOR PLAN FOR NUMBER OF TREADS AND R15ER5
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6RA5PABILITY PERFORMANCE 2x8 BLOGKING BEHIND HANDRAIL
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ELECTRICAL LEGEND
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STANDARD SWITCH
3 WAY SWITCH
4 WAY SWITCH
DIMMER SWITCH
PUSH BUTTON
DUPLEX OUTLET
G
G.F.I. DUPLEX OUTLET
WP/GFI
WATER PROOF/G.F.I. DUPLEX OUTLET
220
220 VOLT OUTLET
CLG
CEILING MOUNTED DUPLEX OUTLET
UC
UNDER COUNTER DUPLEX OUTLET
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CLG. MOUNTED OUTLET FOR GAR. DOOR OPENER
PRE -WIRED JUNCTION BOX
P N
PRE -WIRED FAN JUNCTION BOX
CEILING MOUNTED LIGHT FIXTURE
-�
CEILING MOUNTED -VAPOR PROOF LIGHT FIXTURE
ATTIC
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dEl TiT
RECESSED LIGHT FIXTURE
�VP
RECESSED -VAPOR PROOF LIGHT FIXTURE
.-0
WALL MOUNTED LIGHT FIXTURE
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COACH LIGHT (PRE -WIRE AS NOTED)
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FLOOD LIGHT
Q 1x4
1'x4' FLUORESCENT UGHTING
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WALL MOUNTED INCANDESENT STRIP
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S p
SMOKE & CARBON
MONOXIDE DETECTOR
O
SPEAKER PRE -WIRE
ELECTRICAL PANEL
=h
A/C DISCONNECT
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
INTERRUPTERS) 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, WHERE NECESSARY.
C
2nd STY. ELECTRICAL PLAN
C
LATEST REVISION
DATE TO MASTER:
02-15-10
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7 of 14
M/I ORLANDO
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CHAIRS GHAIR5 GHAIR5
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BRICK PAVER DETAIL
xx STEM WALL FTG. TO MONO
SLAB EDGE TRANSITION
FOUNDATION NOTES:
1. o INDICATE5 FILLED CELL Wl 3,000 P51 GROUT W! 145 REBAR
RE55 NOTED OTHERWI5E.
2. DO NOT 5GALE PRINT51 GON5TRUGT FROM GALGUATED DIMENSIONS
ONLY. ANY D15GREPANCIE5 TO BE REPORTED TO M/I HOME5 FOR
CLARIFICATION.
3. REFER TO PLMIN6 PLAN FOR FIXTURE, PLUMBING WALL, AND GONGUIT
UNDER 5LAB LOGATION5.
4. AG PAD5 TO BE 12' MIN. CLEARANCE FROM 51 -AB EDGE.
5. T.O.F. = TOP OF FOOTIN6
1/4" = 1'-O"
LATEST REVISION
DATE TO MASTER:
02-15-10
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8 of 14
M/I ORLANDO
LINTEL NOTES:
I. REFER TO PLAN(5) FOR BOTTOM OF LINTEL HE16HT5.
2. CONCRETE IN LINTEL 5EGTION5 SHALL BE 3000 P51 ® 2b DAYS
3. REBAR STEEL SHALL BE MIN. 6RADE 40 DEFORMED.
4. LINTELS MANUFAGTURED BY FLORIDA ROCK 15 ACCEPTABLE.
5. ADD'L GONG. FILL W/ 145 BAR IN 'U" LINTELS 15 ACCEPTABLE
9)T NOT REQUIRED FOR LINTEL SECTIONS #2 AND #2R
LINTEL 5EGTION5:
WH. PREGA5T "U' LINTEL
ON TOP G0UR5E FILL
NU GONG. 145
(MIN. b-112' 13%. ON EN05)
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(REFERENCE ELEVATION)
2 H FIRE RATED SEPARATION WALL
TO UNDERSIDE OF 2nd STORY ROOF
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TOP OF BLOCK AT +9'4" A.F.F. 3R
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3R TOP OF BLOCK AT +94' A.F.F.
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H/ (4) 112' 6ALV. 'J" ANCHOR BOLTS
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5PAGING - 2" MIN. EMBED
PLACE ANGHOR5 PRIOR TO GROUT
FILL AT MASONRY GORE5
UNIT "B"
GARAGE DOOR JAMB PREP 18'-0"W.x7'-0"H. DOOR
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EXTEND JAMB BOARD 12' MIN.
ABOVE MASONRY OPENIN6
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OPENIN6
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H/ 1" 50. HA514ER -13-314' MAX. 6/6
5PAGING - 2" MIN. EMBED
CURRENT PRODUCT APPROVAL DATA SHALL SUPER.5EDE THE FILL AT MASONRY RRIOR T GROUT
INFORMATION CONTAINED IN THI5 DETAIL ONLY IF SUCH
INFORMATION 15 MORE RE5TRI6TIVE
GARAGE DOOR JAMB PREP (16 1.011W .04'10 1. DOOR)
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12 HANGER CONNECTION
3 FLY 'b°
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5 MPSON LGT3-5052 5' 1
(21)Ibd SINKERS TO COLUMN
(12) 505 I(4"x2 11
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511`5`5011 "H7I6" HOLDDOWN
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GMU SEPARATION
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PLAN FOR INFORMATION
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LONG. BLOCK WALL
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12
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GONNE(TIN6 EA. 2ND 5TY. 5TUD TO TOP PLATE
CENTER 5TRAP ON BOT. OF TOP PLATE
# OF NAIL5
REOUIRED
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12
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FLOOR TRUSSES
AT 24" O.C. MAX.
GABLE END FLR. TRU55
# OF NAIL5
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20 x BRAGING AT 2x4 BOx. FRAME AT 48'l O,. HA.x W!
48' O.C. M.A' IN O B SHEATHING EA. 51DE (CC ONNECT TO
P Ib" DP. FLOOR %` FIR5T I�r TRL•55 BAY'S -OR
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BOARD 12" FROM
FACE OF BLOCK.
CONC. BLCX�K WALL PROVIDE 5 MF50N HFTA20" 1'NGHOR ALTERNATE
= 24" O.C. MAX PR0V IDE 56-1D BRACING BTWN.
FROPHDFA E °F BLK.. NALL j T.'rhORD5 59R AILIh6F ? A a FLR. TRUSSES
"JAIL HOLES
3 PERIMETER WALL DETAIL
1 ,r
� 2 TRUSSES PARRALLEL TO WALL
1slSTY. FRAMING PLAN
1/4" = 1'-0"
FRAMING PLAN NOTES:
I. PERMANENT OR TEMPORARY BRACING OF TRU55E5 PER HIB91. ANY ADDITIONAL TRll55
BRA( IN6 REQUIRED WILL BE DETERMINED BY TP455 ENGINEER ON 516NED AND 5EALED TRU55
DIAGRAMS,
2. ALL TRU55 TO TRU55 GONNEGTOR5 TO BE 5UPPLIED BY TRU55 MANUFAGTURER.
3.INDIGATE5 #2 5YP OR BETTER 2x4 BLK6. AT 48" O.G. BTHN. TRU55 BOT. CHORDS
® Wl (2)-Ibd GOMMON5 TOE -NAILED EA. 510E. (TYP. AT 15T (4) TRU55 BAY5 AT ALL
6ABLE END5 UNLESS OTHERW15E SHOWN ON THE PLAN)
4. ALL OVERHANGS TO BE 12' UNLE55 OTHERW15E NOTED ON FRAMING PLAN OR ELEVATIONS.
5. PROVIDE MIN. (2)-I0d TOE -NAILED GOMMON5 AT EA. TRU55 BEARING BOTTOM GHORD TO TOP
PLATE AT ALL FRAME BR6. WALL5. (ADD5 150 L135 UPLIFT GAPAGITY TO STRAP (APA(ITY)
b. ALL INTERIOR FRAME BEARING WALLS SUPPORT GRAVITY LOAD5 ONLY (NO UPLIFT
GONNEGTOR5 REOV.)
1. FLOOR TRU55 TOP GHORD BEARIN6 GONDITION ON 13' DP. GIRDER TRU55 OR BEAM.
8. 15T 5TY. OR 2ND 5TY. PLUMBIN6 WALL, TOILET, OR FLOOR FITTING.
9. PROVIDE AG DUCT RUN THRU FLOOR TRU55E5 - MAXIMIZE OPENIN6 AT (ENTER OF 5PAN
IO.PROVIDE 2x12 LEDGER (BOTTOM AT TRU55 BR6. HT) W/ (10) IOd NAIL5 AT EA. VERT. STUD.
II. PROVIDE 2x4 LEDGER A5 REQV. FOR FLOOR DECK NAILING.
12. ALL 61RDER5 5HOWN 51NOLE PLY. FOR CLARITY - 5EE TRU55 ENGINEERING FOR REQUIRED
NUMBER OF PLIES.
AIBICIDIE
5 � �
TYPE "A" = 1'-4"
TYPE "B" = 5'-4"
TYPE "C - 4'-b"
TYFE 'D' = 6-0"
TYPE 'E' = T -O"
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.)
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LATEST REVISION
DATE TO MASTER:
02-15-10
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TO BE REPORTED TO W
HOMES FOR CLARIFICATION!
12 of 14
M/I ORLANDO
-mL
INDICATES AREA WITH 1116" FIRE RETARDANT TREATED
WOOD ROOF SHEATHING -
INDICATES AREA WITH 7116" FIRE RETARDANT TREATED
WOOD ROOF SHEATHING -
DOUBLE K.O. BLOGK5-51HP50N "H-10" TIE AT EA. TRu55-
6 / (1) 45 ® EA. GOUR5E FILL ALL HOLE51^11TH 56 x 11/2" NAIL5
it (I) '11 0" TRAP FOR JPL1r:T5 IJP TO X50 _135.
W 3/8" x 4" TITEN HD >/ ;2) 'MT512" 5TRAP5 FOR UPLIFT5 BTHN. L AND 1120 LB5.
(8) 1/4" x 2 I/2"5D5 5GREH5
GIRDER
51MI LGUM410 HANGER
� #7 GIRDER TRUSS
13 CONNECTION DETAIL
DONT. IBL.
2x TOP PLATE
TYPICAL TRUSS
ADD'L. 5TR.A° TO BE
I115T.ALLED ON OPF051TE
51DE OF TRL•55
'L-�E-ENGINEERED ROOF
TRU55 OR COW.
FRAMED RAFTER
FRAME ;SEARING HALL,
A 1, OR GILDER TRU55
S TO FRAME WALL,
BEAM, OR FLAT GIRDER TRUSS
UPLIFT STRAP CONNECTION
' UNLE55 OTHERH15E [C -ED ON THE PLAN
5EE TYPIG,AL HALL SEGTIaI FOR PLATE TO STUD GONNEGT:OhI
" UPL.FT LOAD REWREMENT5 OBTAINED FROM 5EA_ED
E"4G!NEER IN67 DYANIN65 FRO",! TRU55 MANUF.
Roof Girder Connector Schedule
SIMPSON
MGT 1
3330
Max.
Max.
Plan
cm, 0 co
ConnectorUplift
3600
Gravi
Mark
Manuf.
Model No.
Q Load
Load Fasteners / Remarks
1
SIMPSON
MTS12
2
1720
(14) 10d x 1-1/2" EA.
2
1 SIMPSON
LGT2
1
1785
(14) 16d SINKERS AT WALL
TITEN 1/4" x 2 3/4" TO CMU_,
5
_
(16) 16d SINKERS AT GIRDER
1 3
SIMPSON
MGT 1
3330
C
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(1) 518" DIAM. BOLT & (22)-10d
ca UJI
cm, 0 co
HDU4 " 1
3600
Q =
U
(10) - 1/4" x 2 1/2" SDS SCREWS
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6 -TITEN 114" x 2 3/4" TO CMU
4
SIMPSON
HU28
1
575
2450
4 1 O x 1 1/2" TO TRUSS
TITEN 1/4" x 2 3/4" TO CMU_,
5
SIMPSON
HU28-2
1
1085 ! 4350121-
6 10d TO TRUSS
TITEN 114" x 2 3/4" TO CMU
6
SIMPSON
HU410
1
1810 5085
_L1181- -
10 1 Od TO TRUSS
8)- 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
LL
(1) 5/8" DIAM. BOLT TO CMU —
OU)
J
OR
----- — --
I MSTCM40 1 3300
--
_(1161.TOSTUD --
1(8) - TITEN 1/4" x 2 3/4" TO CMU
(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 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 2x12 LEDGER (BOTTOM AT TRUSS BRG. HT.) W/ (10) 10d NAILS AT EA. VERT. STUD.
11. PROVIDE 20 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 J3 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:
02-15-10
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DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO MA
HOMES FOR CLARIFICATION!
13 of 14
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TO BE REPORTED TO MA
HOMES FOR CLARIFICATION!
13 of 14
M/I ORLANDO
4ANtip ti tip tip ti 'tia '.
Design N as U905
Bearing Wall ting -2 HR.
Nambearing SLI itfnq-2 Hi
I , , , 0
Ire.Ir
bd
I F -hrlt,
''`D
1. Cane rete 81Wksw—Variacs deli gni, Classification D-2 (2 h*.
See Conatte Blues categaty fult ii st of eligible Wnufa citi ren.
Z. molar—Stocks IWd in fug bed Qf murtarr nos. 3 n. nidi of mot Tess
than 2-1/4 and not more ftn 3 1/2 V aof cLeart sham sand to i part
Pia red cement (Proportkned by vdume) and net more than 50 percept
hAated Limp (by r empnt votume). WrticaL jWnb stagg red, c
3. VVILM III Conlant SUxxo ort �—
m PAdd 1 ht -ti ciassi-
ft&n ff wed, Wh+l mbus� hers alre *awed ill walj.astw
or shim � be applied on the oppasi fr�lmi �c�i ��
ascii tati= cf 1-1 -hr, Attached to runcmte bto� .(Item 1).
4. Imo# XatoaryFIR—If -ad core Ivaces ar2 filed with tom mpa nded
g,, eqandad cry or -had iin Froces , water re ant
rMic rnas"ry fill !mutatic F or si car t d pe to se L
m uLatici add. 2,4 hr to classification.
5, hiffad Name—(0Ptiorsl- h 'I)s- i- irt, tick max, 4 ft wwe
Aeatflng attwhed to cvrcretv b It= 1)
rAUFbn Corp.—Type Thermwe
'Bearing the UL ClassWIrcat n Marking
g
FORM 4 POUR RAKED
TIE BEAM
(105 BAR GONTkV
a ` 2" GLEARANGE TYR
d
5TEP BLOCK WALL A5 REQUIRED TO
. i MAINTAIN MIN. b' DEPTH FOR
RAKE TIE BEAM
i i ad
a �
i I i fid.
° 30" LONG #5 BAR -
i 2'CLEARANCE FROM BOT. OF
OVERHANG
10112'
° a BEND BAR END5
TO TIE T06ETHER
i d � a.
a a 1�
°
� � SAWGUT OUT BLOCK
i END CELL FACE TO
i i i i i IN(REA5E POUR DEPTH
AT CENTER OF WALL
! �! AT OVERHANGS
bxbxlb GONG. KNOCKOUT BLK. GOUR5E BOND BEAM
FILL SOLID Wl GONG. 4 (I)#5 BAR CONT.
VERTICAL REINFORCED BLOCK (ELL - FILL 50LID WI GONG.
4 (105 BAR CONT. FROM FTG. TO TOP OF RAKE TIE BEAM
(___8RAKE TIE BEAM DETAIL
143/411_11-0 11
bxbxlb BLOCK WALL PER PLAN
5PRI% POINT
FOR 5:12 5LOPE
RAKE TIE BEAM
INIXATE5 FORMED AND POURED INDIGATE5 FORMED AND POURED
RAKE TIE -BEAM MIN. b" OR RAKE TIE -BEAM MIN. b" DP.
H/ 1#5 BAR CONT. ' e ... H/ 1#5 BAR CONT.
°d.
•d
d 5EE PLANS FOR LOCATION OF
121. VERTICAL REINFORCED BLOCK CELLS - 12 5PRIN6 POINT
5 FILL SOLID H/ GONG. 4 1#5 BAR DONT. 5 FOR 5:12 SLOPE
2'-0' FROM FT6. TO TOP OF RAKE TIE BEAM2._0. RAKE TIE BEAM
a.
0 71=10
•
INDICATE5 51N6LE bxbxlb GONG. KNOCKOUT BLOCK GOUR5E
BOND BEAM - FILL SOLID IN CONIC. 4 1#5 BAR DONT. FORMED 4 POURED
OVERHANG
INDIGATE5 DOUBLE bxbxlb GONG. KNOCKOUT BLOCK GOUR5E
BOND BEAM - FILL SOLID HU GONG. 4 2#5 BARS CONT.
TOP OF 5LA13 +0'-0' (REF. ELEV)
0
I0I6ATE5 DOUBLE bxbxlb GONG. KNOCKOUT BLOCK GOUR5E
BOND BEAM - FILL 50LID HU GONG. 4 2#5 BARS CONT.
TOP OF 5LAB +0'-0" (REF. ELEV)
(__4� SEPARATION WALL ELEVATION BTWN. UNITS "D" & "C" FROM LEFT SIDE
Q41/4 11::: 1 1-0 11
ZZ
5PRJ% POINT
FOR 5:12 5LOPE
RAKE TIE BEAM
510E TO 510E
5:12 SLOPE TO TOP OF IZ
RAKE TIE BEAM 5 a
d4
11'-115132" 21-4 101 d<. •4 .
12
INDIGATE5 FORMED AND POURED
4 5EE PLANS FOR LOCATION OF 5 RAKE TIE -BEAM MIN. S" DP.
VERTICAL REINFORCED BLOCK 6ELL5 - W 1#5 BAR DONT.
12 1.
d FILL SOLID Wl GONG. 4 I#5 BAR CONT.
5 I— > FROM FTG. TO TOP OF RAKE TIE BEAM
`. 3-4. -0"
4
�1��
INDICATE5 51N6LE bxbxlb GONG. KNOCKOUT BLOGK GOUR5E
BOND BEAM - FILL 5OLID W GONG. 4 1#5 BAR DONT.
_ cl� _
o
5EE PLANS FOR LOCATION OF d'
VERTICAL REINFORCED BLOGK GELL5 - a
FILL 50LID HU GONG. 4 1#5 BAR GOVT. m
INDIGATE5 DOUBLE bxbxlb GONG. KNOCKOUT BLOCK GOUR5E
BOND BEAM - FILL 50LID HU GONG. 4 2#5 BARS CONT.
TOP OF 5LAB +0'-0" (REF. ELEV)
FROM FTG. TO TOP OF RAKE TIE BEAM
INDIGATE5 DOUBLE bxbxlb GONG. KNOCKOUT BLOCK GOUR5E
BOND BEAM - FILL 50LID W1 GONG. 4 2#5 BARS CONT.
0 5EE PL415 FOR LOCATION OF
VERTICAL REINFORCED BLOCK GELL5 -
FILL 50LID WI GONG. 4 115 BAR CANT.
FROM FTG. TO TOP OF RAKE TIE BEAM
TOP OF SLAB +0'-0" (REF. ELEV
SEPARATION WALL ELEVATION BTWN. UNITS "G" & 1711 AND "B" & "All FROM LEFT SIDE
Q41, '_0"
INDIGATE5 FORMED AND POURED d n
INDICATES FORMED AND POURED
RAKE TIE -BEAM MIN. 5'1)P. ° ` •4 RAKE TIE -BEAM MIN. b" DP.
W/1#5 BAR CANT. W/ I#5 BAR DONT.
d 5EE PLANS FOR LOCATION OF
SPRING POINT 12 d
VERTICAL REINFORCED BLOCK GELL5 -
• d
FILL 50LID W/ GONG. 4 1#5 BAR CONT. 12 SPRING POINT
e-
FOR 5:12 5LOPE 5 FROM FT6. TO TOP OF RAKE TIE BEAM 5 FOR 5:12 SLOPE
RAKE TIE BEAM 2'-0■4.
• 2'-0" RAKE TIE BEAM
e, -
c. d
T�//�/
LL LL—Z e
FORMED 4 POURED INDIGATE5 51N6ONG
LE bxbxlb G. KNOCKOUT BLOCK GOUR5E FORMED 4 POURED
OVERHAN6 BOND BEAM - FILL 50LID WGONG. 4 1#5 BAR DONT.
OVERHAN6
INDICATE5 DOUBLE bxbxlb GONG. KNOCKOUT BLOCK GOUR5E
BOND BEAM - FILL 5OLID HI GONG. 4 2#5 BARS CONT.
TOP OF 5LAB +0'-0" (REF. ELEV.)
INDIGATE5 DOUBLE bxbxlb GONG. KNOCKOUT BLOCK GOUR5E
BONI) BEAM - FILL 5OLI1? WI GONG. 4 2#5 BAR5 CONT.
� Io
TOP OF 5LAB +0'-0" (REF. ELEV)
(__2� SEPARATION WALL ELEVATION BTWN. UNITS "F" & "Ell AND "C" & "B" FROM LEFT SIDE
5PRIN6 POINT
FOR 5:12 5LOPE
RAKE TIE BEAM 2-0"
51DE TO 51DE INDIGATE5 FORMED AND POURED
5:12 SLOPE TO TOP OF RAKE TIE -BEAM MIN. b" DP.
INDICATE5 FORMED AND POURED RAKE TIE BEAM HU 1#5 BAR DONT.
RAKE TIE -BEAM MIN. b' DP. d T-513/lbA 6 9' -II I/4"
H/ 1#5 BAR (ANT. d•'
d
a •d
d .
• _ e.
5EE PLAN5 FOR LOCATION OF
12 ° VERTICAL REINFORCED BLOGK GELL5 - 12
5 FILL SOLID WGONG. 4 I#5 BAR DONT. SPRING POINT
5 FOR 5:12 5LOPE
FROM FT6. TO TOP OF RAKE TIE BEAM RAKE TIE BEAM
'-0
2
a
4'
INDICATES 51NC7LE bxbxlb GONG. KNOCKOUT BLOCK 000R5E
BOND BEAM - FILL SOLID W GONG. 4 1#5 BAR CONT. FORMED 4 POURED
INDICATES DOUBLE bxbxlb GONG. KNOCKOUT BLOCK COURSE
BOND BEAM - FILL SOLID WI GONG. 4 2#5 BARS CONT.
TOP OF 5LAB +0'-0" (REF. ELEV)
INDIGATE5 DOUBLE bxbxlb GONG. KNOCKOUT BLOCK GOUR5E
BOND BEAM - FILL SOLID W1 GONG. 4 2#5 BAR5 CONT.
TOP OF 5LAB +0'-0" (REF. ELEV)
OVERHANG
o-
a
12
°a
d. 5
a
r3� SEPARATION WALL ELEVATION BTWN. UNITS "E" & "D"FROM LEFT SIDE (REVERSE "C•• & "B"
11 1 11 1
Q4 1/4 :::1 -0
5PRI% POINT FOR
5:12 5LOPE
RAKE TIE BEAM
AFORMED 4 POURED
OVERHANG
5PRIN65 POINT FOR
5:12 SLOPE
RAKE TIE BEAM
FORMED 4 POURED
OVERHANG
`-51V6LE bxbxlb GONG.
KNOCKOUT BLOCK GOUR5E
BOND BEAM - FILL SOLID
WI GONG. 4 1#5 BAR CONT.
LATEST REVISION
DATE TO MASTER:
02-15-10
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14 of 14
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ONLY, ANY D15GRE3ENGIE5
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HOMES FOR GLARIFIGATIOi�ll
14 of 14
M/I ORLANDO
Elm
FLORIDA PRODUCT APPROVAL SCHEDULE
TAPCON INSTALLATION ANCHOR CHART
PRODUCT
CATEGORY
SUB -CATEGORY
MANUFACTURER
DESCRIPTION
STATE OF
FLORIDA
APPROVAL
NUMBER
STRUCTURAL
COMPONENT
CONNECTOR
51MP50N 5TRON6-TIE CO.
"H' SERIES HURRICANE TIES
FL474
CONNEGTOR 51MP50N 5TRON6-TIE GO. "L• SERIES ANGLE GLIP5
FL414
C0NWGTOR 51MP50N 5TRON6-TIE C.O. "AB" SERIES POST BASES
FL474
CONNECTOR 51H 50N 5TRON6-TIE C.O. 'ABU' SERIES P05T BA5E5
FL414
CONNECTOR 5IMP50N STRONG -TIE CO. 'PG' 5ERIE5 P05T GAP5
FL414
CONNEGTOR 51MP50N STRONG -TIE CO. 'EPG' 5ERIE5 P05T GAPS
FL414
C0NNEGTOR 51MP50N 5TRON6-TIE 60. "HUG' 5ERIE5 HAN6ER5
FL1218
GONNEGTOR SIMPSON 5TRON6 TIE CO. "H15' SERIES HAN5ER5
FL474
CONNECTOR 51MP50N 5TRON6-TIE W. "HIA)W SERIES HAN5ER5
FL414
C2MGTOR 51MP50N 5TRON6-TIE GO. "LU5' SERIES HANGERS
FL414
CONNECTOR SIMP50N 5TRON6-TIE GO. 15TA' 5M¢5 FLAT STRAP TIES
FLIg01
CONNECTOR 9M_P50N 5TRONC TIE W. 'MT5" 5ERIE5 TH5T STRAPS
FL414
CONNE-GTOR 5IMP50N STRONG -TIE CO. 'MT5M' SERIES TWIST STRAPS
FLI423
CONNEGTOR SIMP50N 5TRON6-TIE CO. "5P' SERIES 57UD PLATE TIES
FI -474
CONNECTOR 51MP50N 5TRON6-TIE GO. "5PH' SERIES STIR PLATE TIES
FL535
CONEGTOR 5IMP50N 5TRON6-TIE GO. "LTP' 5ERIE5 PLATE TIES
FL474
CONNECTOR SIMPSON STRONG -TIE CO. "LTA' 5ERIE5 TRUSS ANCHORS
FLI423
CONNECTOR 54MP50N STRONCrTIE CO. 'HETA" SERIE5 TRUSS ANGHOR5
FLIg01
CONNECTOR 51MP5ON 5TRONG-TIE CO. 'H6T' SERIES 61RDM TIEDOWN5
FL414
CONNECTOR 9M_P5ON 5TRON6rTIE GO. "MGT' SERIES GIRDER TIEDOI N5
FLI423
CONNECTOR SIMPSON 5TRON6-TIE C.O. "L6T' SERIES GIRDER TIEDOWNS
FLI423
CONNECTOR 51MP50N 5TRON&-TIE CO. "HTT' SERIES TEN51ON TIES
FL503
CONEGTOR SIMPSON 5TR0NC7-TIE W. "HD" 5ERIE5 HOLDOOM ANGHOR5
FL503
GONEGTOR 54MP50N STRONG -TIE CO. "PFO' 5ERIE5 HOLOD" ANGFIOR5
FL503
CONNECTOR UNITED STEEL PRODUCT5 'LPTA" SERIES TRU% ANCHORS
FL&5q
GONGRETE LINTEL LOTT CONCRETE PRODUGTS PRECAST LINTEL / BEAM SEGION5
FL1441
CRETE LINTEL WEKIWA CONCRETE PRODUCTS PREGAST LINTEL BEAM SEGION5
FL1415
NEERED WOOD TRU55-JOIST LAMINATE BEAMS f GOLUMN5
rEN611NEERED
FL1630
NEERED WOOD 6EOR61A PACIFIC LAMINATE BEAMS 4 COLUMNS
FL2023-M
WOOD BOISE GASGADE LAMINATE BEAMS 4 GOLUMN5
FLI644-RI
ROOFING
ASPHALT 5HINOLE5
GERTAINTEED
FIBER6LA55 LAMINATED 5HIN6LE5
FL5444
ROOF TILE MONIER GONGRETE ROOF TILE
FL560-RI
ROOF TILE HAN50N GONGRETE ROOF TILE
FL3505-RI
ROOF TILE HAN50N GONGRETE ROOF TILE
FL3506-RI
SOFFIT
NUM SOFFIT
KAYCAN LTD
12' VENTED ALUM 5OFFIT5
FL4q5l
&0.01" TO 100"
A , 5 , 6 80.01"TO 100" D,E,F
ExTERIOR
DOORS
SLIDING
FLORIDA EXTRUDER - MILESTONE
ALUM. SLIDIN6 6LA55 DOORS FL4577
SLIDING 51MONTON ALUM. SLIDING GLASS DOORS FL5350
SWIN61N6 MA50NITE FIBER6LAS5 ENTRY DOOR FL466&
5WIN61% MA50NITE FIBERCALSS PANEL DOORS FL466&
SWIN61N6 MA50NITE FIBER6LA_% FRENCH DOORS FL4668
SECTIONAL GLOPAY BUILDING PRODUCTS GO. RESIDENTIAL SECTIONAL 6ARA6E DOOR FL302679I
WINDOWS
5IN6LE HUNG
FLORIDA EXTRVER - MILESTONE
ALUMINUM 5IN6LE RNO HINDOWFL42
HORIZONTAL SLIDER FLORIDA EXTRUDER - MILE5TONE ALUMINUM HORIZONTAL SLIDING WINDOW
FL43R2
FIXED FLORIDA EXT1d1DER - MILESTONE ALUMINUM FIXED 6LA55 WINDOW
FL44Q
MULLIONS FLORIDA EXTRUDER - MILESTONE ALUMINUM EXTRUSION
FI -3136-R!
FIXED 6LA56 BL RP
PITTSEUR6 CORNIN6 CO. UNIT MASONRY INSTALL W/ MORTA
FL1363
SINGLE HUNG 51MONTON WINDOWS ALUMINUM SINGLE HUNG WINDOW
FL545q
HORIZONTAL SLIDE SIMONTON WINDOWS ALUMINUM HORIZONAL 5LIDIN6 WINDOW
FL545&
FIXED 51MONTON WINDOW5 ALUMINUM FIXED 6LA55 WINDOW
FL5460
N
r
HEIGHTS OF #2 STUDS
EXTERIOR FRAME WALLS ONLY - EXPOSURE G
TAPCON INSTALLATION ANCHOR CHART
STUD SIZE, MATL.,
AND O.G. 5PAGIN6
MAX.
HT.
STUD SIZE, MATL.,
AND O.G. 5PAGIN6
MAX.
HT.
2x4 5PF AT 16" O.G.
6-b'
2xb 5PF AT Ib' O.G.
10'-0'
2x4 SPF AT 12' O.G.
7'-b"
2xb 5PF AT 12" O.G.
II' -b"
2X4 5YP AT Ib" O.G.
q'-O"
2xb 5YP AT Ib" O.G.
131-6'
2x4 5YP AT 12" O.G.
10'-4'
2xb 5YP AT 12" O.G.
15'-0"
-- FOR INTERIOR BEARING WALLS:
20 5PF AT Ib" O.G. - MAX. WALL HT. II' -I" O.G.
20 5PF AT 12" O.G. - MAX. WALL HT. 12'-3' O.G.
2xb 5PF AT Ib" O.G. - MAX. WALL HT. 174' O.G.
-- FOR ALL FRAME BEARIN6 WALL5 OVER 10' H16H, PROVIDE
SOLID 2x BLOGKl% AT 4'-0' O.G. MAXIMUM
O
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I. LUG/AI IUrt) rt1< INUI VIMAL NUK UVN& DIMEN5ION NOT MULLED WDW. OPN6. DIMENSION
2. MAXIMUM ALLOWABLE 5PAGING BTWN. TAPGON ANCHORS TO BE 24" O.G.
2x HDR. PLATE OR
EXTERIOR �. HDR.
SHEATHING (2) LAYERS OF 1/I6' 0.5B. OR
(1) LAYER OF 3/4" PLYWD.
GONNEGT WI (2)8d NAIL5 AT
Ib' O.G.
BUILT UP WOOD HDR. OR
2x HDR. PLATE
EXTERIOR
5HEATHIN6
2'
MAX.
2x CRIPPLE 5TUD5 AT Ib"
O.G. BTWN. SILL PLATE d
BOT. PLATE OR HDR. 4
HDR PLATE
DR. OR SILL
fE OR HDR. JACK
L ATTACH WDWj`DOOR PER
MANUF. 5PECIFICATION5
SILL 1 JAMB I HEAD
FRAME WALL OPNG.
WDW./DOOR DETAILS
GROUT BLOCK SOLID AS
SHOWN- EXTEND GROUT
CONTINUOUS TO THE NEAREST
REINFORGED GELL5 BEYOND
THE LOCATION OF THE MAXIMUM
2" BLOCK OVERHANG (FILL TO
BOTTOM OF WINDOW SILL AT
LOCATIONS WHERE SILL 15 LE55
THAN 2'-0" ABOVE TOP OF SLAB)
OVERHANGING BLOCK REPAIR DETAIL
TAPCON INSTALLATION ANCHOR CHART
(2)IOd x 1112' AT 24' D.G.
FOR BLOCK OPN65. W/ BUGK5 1 1/2" THICK OR GREATER
WIDTH
WIDTH WIDTH
FOR BUCK BUILT UP TO 2
WIDTH
D F E F D D E D D E D
FOURTH PLIES SHALL BE ADDED TO EITHER SIDE OF
24" O.G. 8"
PROVIDE 2x P.T. A6AIN5T
BE 2 1/2" AND MINIMUM EDGE DISTANCE SHALL BE I".
co
MAX. MAX.
A 8 A
8.. A
(3) PLY5
T
G MAX. G
-
AX. G
2x4
(1)
_ B B
B T
}
LINTEL ABV. OPNG.
G WDW. G
WDW. WDW. C'
2
1/2' DIAM.
OPN6.
OPNG. OPN6.
3'-0'
561) OR
A A
A
(2)
EXT. DOOR
SILL / MULL
SILL /MULL
$
OPN6.
SINGLE WDW. OR
MULTIPLE SIDE
1/2" DIAM.BOLT
21.61
STACKED WDW.
BY SIDE WDWS.
Ib" O.G.
WI MULL BTWN.
WI MULL BTWN. o
IDd x 31.
IOd x 31.
IDd X 31. OR
x
OVER BLOCK
WDW.OPN6.
LOCATIONS NPN. OPN6. LOCATIONS
HEIGHT
IN HEADIQ
WIDTH IN HEAD (D
® lb, O.G.
IN LIEU OF NAIL5, MEMBERS MAY BE BOLTED TOGETHER
WITH 1/2' DIAM. THRU-BOLTS AT Ib' O.G. VERTICALLY WITH
EXTERIOR DOOR
THE 5AME NUMBER OF BOLT5 PER ROW AS, NAIL5
UP TO 40"
A
UP TO 40" D
OPENINGS
40.01" TO b0"A,13
40.01" TO b0" D , E
b0.01" TO 80"
A , G 60.01" TO 80" D , F
&0.01" TO 100"
A , 5 , 6 80.01"TO 100" D,E,F
I. LUG/AI IUrt) rt1< INUI VIMAL NUK UVN& DIMEN5ION NOT MULLED WDW. OPN6. DIMENSION
2. MAXIMUM ALLOWABLE 5PAGING BTWN. TAPGON ANCHORS TO BE 24" O.G.
2x HDR. PLATE OR
EXTERIOR �. HDR.
SHEATHING (2) LAYERS OF 1/I6' 0.5B. OR
(1) LAYER OF 3/4" PLYWD.
GONNEGT WI (2)8d NAIL5 AT
Ib' O.G.
BUILT UP WOOD HDR. OR
2x HDR. PLATE
EXTERIOR
5HEATHIN6
2'
MAX.
2x CRIPPLE 5TUD5 AT Ib"
O.G. BTWN. SILL PLATE d
BOT. PLATE OR HDR. 4
HDR PLATE
DR. OR SILL
fE OR HDR. JACK
L ATTACH WDWj`DOOR PER
MANUF. 5PECIFICATION5
SILL 1 JAMB I HEAD
FRAME WALL OPNG.
WDW./DOOR DETAILS
GROUT BLOCK SOLID AS
SHOWN- EXTEND GROUT
CONTINUOUS TO THE NEAREST
REINFORGED GELL5 BEYOND
THE LOCATION OF THE MAXIMUM
2" BLOCK OVERHANG (FILL TO
BOTTOM OF WINDOW SILL AT
LOCATIONS WHERE SILL 15 LE55
THAN 2'-0" ABOVE TOP OF SLAB)
OVERHANGING BLOCK REPAIR DETAIL
TAPCON PER 13/4'
SCHEDULE
and
EXT. FACE
FASTENER SCHEDULE FOR
(2)IOd x 1112' AT 24' D.G.
BUILT UP STUD COLUMNS
5IZE
VERTICAL 5PAGIN6 OF FA5TENER5 AT 8" O.G.
FOR BUCK BUILT UP TO 2
5TA66ERED UNLE55 OTHERWISE NOTED. THIRD AND
(2)2x8
FOURTH PLIES SHALL BE ADDED TO EITHER SIDE OF
2 -PLY COW051TE POST. MINIMUM END DISTANCE SHALL
PROVIDE 2x P.T. A6AIN5T
BE 2 1/2" AND MINIMUM EDGE DISTANCE SHALL BE I".
STUD
# OF NAILS
NUMBER OF PLY5
(2) PLY5
(3) PLY5
(4) PLY5
5IZE
PER ROW
2x4
(1)
10d x 31.
IDd x 31.
IOd X 31. OR
LINTEL ABV. OPNG.
2
5-5"
2
1/2' DIAM.
MAXIMUM 2 3/4' BUILT UP
OR 6MI JAMB
3'-0'
2
BOLT ® Ib' O.G.
2xb
(2)
10d x A.
IOd x A.
IOd X A. OR
31.4
30.3
3/16' DIA. TAPCON5.
BUCK / BLOCK
1/2" DIAM.BOLT
21.61
21.4
TAPCON LENGTH MUST BE
Ib" O.G.
2x8
(2)
IDd x 31.
IOd x 31.
IDd X 31. OR
11/4' EMBEDMENT INTO
OVER BLOCK
1/2' DIA. BOLT
® lb, O.G.
IN LIEU OF NAIL5, MEMBERS MAY BE BOLTED TOGETHER
WITH 1/2' DIAM. THRU-BOLTS AT Ib' O.G. VERTICALLY WITH
THE 5AME NUMBER OF BOLT5 PER ROW AS, NAIL5
TAPCON PER 13/4'
SCHEDULE
and
EXT. FACE
COMPONENT EFFECTIVE AREA
(2)IOd x 1112' AT 24' D.G.
OF BLOCK
5IZE
30
FOR BUCK BUILT UP TO 2
NJ
(2)2x8
NJ
1/2' THICK
PROVIDE 2x P.T. A6AIN5T
OR
BLOCK FOR BUILT UP
(2)8d x 21/2" AT 24" O.G.
BILKS 2' THICK OR MORE
FOR BUCK BUILT UP 2 1/2"
BUILT UP BUCK DETAIL
THICK OR MORE
THICKNESS 1112" OR GREATER
PRECAST GONG.
1'-b"
2
2nd FLOOR ONLY
3'-b"
MIN. 21/2' WIDE BUCK -
LINTEL ABV. OPNG.
2
5-5"
2
6-3'
MAXIMUM 2 3/4' BUILT UP
OR 6MI JAMB
3'-0'
2
3'-10'
2
THICKNESS - CONNECT W/
CAULK BTWN.
5'-5'
3
31.4
30.3
3/16' DIA. TAPCON5.
BUCK / BLOCK
283
21.61
21.4
TAPCON LENGTH MUST BE
SUFFICIENT TO ACHIEVE MIN.
GEMENT FIN15H�
11/4' EMBEDMENT INTO
OVER BLOCK
BLOCK JAMB / HEAD
INSTALL W2WlD00R5GREW
NCHOR I DRYWALL
AINTO BUCK PER
INSTALLATION DETAILS
HEAD/JAMB FOR BUCK
THICKNESS 1112" OR GREATER
INSTALL I^ PHjVOOR TAPGON
PRECAST GONG. ANCHOR INTO BLOCK PER
LINTEL ABV. OPN6. INSTALLATION DETAILS
OR GMU JAMB
MIN. 21/2' WIDE BUCK -
CAULK BTWN.MAXIMUM BUILT UP
BUCK / B OGK THI(KNE55 MUST BE LE55
THAN 11/2' CONNECT W/
GEMENT FINI5H� SPIRAL NAIL5 AT 16' 0.6.
OVER BLOCK DRYWALL
HEAD/JAMB FOR BUCK
THICKNESS LESS THAN 1112"
GEMENT FINISH ATTACH WDW./DOOR PER
OVER BLOCK MANUF. 5PEGIFI6ATION5
PRECASTAV
GONG. 51H
I SILL '
BLOCK WALL OPNG.
WDW./DOOR BUCK DETAILS
ALL WINDOWS AND WALK DOORS SHALL HAVE A
MAX. DE516N PRESSURE OF 34.1 P5F.
PRE55URE BASED ON MINIMUM COMPONENT EFFECTIVE
AREA OF 10 S.F. - PRE55ORE-5 MAY BE REDUGED FOR THE
ACTUAL EFFECTIVE WDW./ DOOR AREA AS, 5TATED ON "COMPONENT
AND CLADDING MIN. DESIGN WIND LOAD PRESSURE" CHART ON TH15 5HT.
ALL BLK. CELLS ABV. LINTEL
TO BE GONG. FILLED
PRECAST LINTEL PER PLAN
2xb P.T. FROM BOT. OF LINTEL TO
TOP OF WALL - CENTER ON OPN6.
FASTEN TO BLOCK W/ 1/2" J -BOLT
W/ 2" 50. WASHER
2xb OR 2x4 P.T. WI GONG. NAIL5 AT
12' O.G. A( RO55 TOP OF OPN6. -
EXTEND JAMB 14" MIN. 4'
MIN.
ABV. OPN6. ED6E
D15T.
2xb P.T. BUCK AT 6ARA6E DOOR JAMBS
FASTEN TO 13OGK W/ 112" DIA. X b" J -BOLTS
AT 24" O.G. MAX. W 2' 50. WA5HER5
AT EA. 51DE OF OPN6.
GARAGE DOOR MASONRY OPENING
GARAGE DOOR DETAIL
DE516N LOADS: EXP. "G" 8'-0" W. DOOR +325 P5F 1 -41.0 P5F
16-0" W. DOOR +30.8 P5F 4 -31.1 P5F
EXP. "B" 8'-0' W. DOOR +232 P5F 4 -261.3 P5F
Ib' -0' R DOOR +22.0 P5F 4 -26.61 P5F
WOOD HEADER SCHEDULE
MAXIMUM CLEAR SPAN FOR LOAD BEARING FRAME WALL5
51ZE5 NOTED ON PLANS TO 5UPERCEDE
VALUES SHOWN ON THI5 SCHEDULE
COMPONENT EFFECTIVE AREA
HEADER LOAD
CONDITION
HEADER
5IZE
30
(2)2x6
NJ
(2)2x8
NJ
(2)2x10
NJ
(2)2x12
NJ
ROOF ONLY
4'-0"
2
5-4'
2
6-8"
2
1'-b"
2
2nd FLOOR ONLY
3'-b"
2
4'-5'
2
5-5"
2
6-3'
2
2nd FLOOR 4 ROOF
3'-0'
2
3'-10'
2
4'-8'
2
5'-5'
3
"NJ" = MINIMUM NUMBER OF JACK 5TUD5 REOV. AT EA. END UNLE55
OTHERWISE NOTED ON THE PLAN
ALL STRUCTURAL HEADERS TO BE #2 OR BETTER 5.Y.P.
ALL NON-STRUCTURAL HEADERS HEM -FIR OR 5 -P -F OR BETTER
A.6 -Ai
CONSTRUCTION NOTES
I. APPLICABLE CODES:
- FLORIDA BUILDIN6 GODS 2001- RESIDENTIAL
- FLORIDA BUILDIN6 CODE SUPPLEMENT - RESIDENTIAL 2008
- NATIONAL ELECTRIGAL CODE REQUIREMENTS FOR ONE AND TWO FAMILY DWELIN651 NFPA
10A, 2001.
2. SUBCONTRACTORS SHALL VERIFY ALL DIMEN51ON5 IN THE FIELD AND NOTIFY THE
BUILDER/ARCHITECT OF ANY 015GREPANCIE5 PRIOR TO PROCEEDINI6 WITH CONSTRUCTION.
3. ALL CONSTRUCTION SHALL BE BRACED AND SHORED BY CONTRACTOR AS REQUIRED TO
SAFELY PERFORM THE WORK.
TERMITE PROTECTION
I. TERMITE PRETREATMENT 514ALL MAKE USE OF BORA-(ARE TERMITIGIDE. THE BORA-GARE
TERMIT161X TREATMENT 15 REC715TERFD BY THE FLORIDA DEPARTMENT OF A6RIGULTURE
AND CONSUMER 5ERVIGE5 AS REQUIERED BY THE FLORIDA BUILD
RE5IDENTIAL. NG CODE 2001-
2. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A
CERTIFICATE OF COMPLIANGE SHALL BE 155UED BY A LICENSED PEST CONTROL COMPANY
BEFORE A CERTIFICATE OF OCCUPANCY MAY BE ISSUED. THE CERTIFICATE OF GOMPLIANGE
SHALL STATE: THE BALDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION
OF 5MTERRANEAN TERMITES. THE TREATMENT 15 IN ACCORDANCE WITH THE RULES AND
LAW5 ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CON5LMER
SERVICES'.
FOUNDATION NOTES
I. FOUNDATION 15 DE516NED BA5ED ON PRESUMPTIVE SAFE ALLOWABLE BEARING PRESSURE
OF 2000 P51F. GONTRA(TOR SHALL VERIFY THAT THE MINIMUM BEARIN6 PRESSURE OF
2000 P5F 15 OBTAINED PRIOR TO FOOTIN6 PLACEMENT.
2. FOOTIN6 SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS.
3. AS, REQUIRED BY THE LOCAL MUNIGAPILITY BUILDING DEPARTMENT, A FOUNDATION SURVEY
SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL ON THE 51TE FOR THE BUILDIN6
IN5PEGTOR'5 U5E, OR ALL PROPERTY MARKERS SHALL BE EXP05ED AND A 5TRIN6
STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS.
CONCRETE NOTES
I. CONCRETE 5TREN6TH SHALL BE 2500 P51 AT 2b DAYS AND IN AGGORDANGE WITH A.G.I.
318-q5.
2. REINFORGIN6 5TEEL SHALL BE IN AG60RDANGE WITH THE LATEST EDITION OF A5TM Abb
6RAFE 40.
3. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF A5TM A05.
CONCRETE MASONRY NOTES
I. CONCRETE MA50NARY WORK SHALL BE IN ACCORDANCE WITH A.G.I.530/A5GE 5/TM5 402.
2. CONCRETE MA50NARY UNITS 5HALL BE IN CONFORMANCE WITH A5TM GqO, GRADE N, TYPE II
A5TM 6140 AND SHALL HAVE A COMPRE551VE 5TREN6TH OF 2000 P51 MINIMUM BASED ON
THE NET 68055 SECTIONAL AREA.
3. COARSE GROUT SHALL BE IN CONFORMANCE WITH A5TM 6416.
4. MORTAR SHALL BE TYPE 'M" OR "5" IN ACCORDANCE WITH A5TM G210,
5. ALL MA50NARY UNITS SHALL BE LAID IN RIAANIN6 BOND U.N.D.
b. PROVIDE 8' PRECAST CONCRETE LINTEL5 ABOVE ALL MA5ONARY OPN65. ALL LINTEL FOR
OPN65.OVER 5-6" SHALL BE GROUTED 50LID WI 8' STANDARD BR6. EA. END U.N.O. (4' MIN.
BEARING REQV)
PRE-ENGINEERED WOOD TRUSSES
I. ALL TRUSSES SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE "NATIONAL
DE516N 5PEGIFIGATON5 FOR 5TRE55--6RADE LUMBER AND ITS FASTENERS" AS,
RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION.
2. THE TRUSS MANUF. SHALL VERIFY ALL TRU55 5PAN5, 5LOPE5, B=ARING POINTS, AND
DIMENSIONS BEFORE FABRICATION. ANY DEVIATIONS OR DISCREPANCIES FROM THE PLANS
TO BE BROUGHT TO THE ATTENTION OF THE BUILDER/ARGHITEGVEN6INEER PRIOR TO
PROCEEDING. TRU55 MANUF. TO SUPPLY ALL TRU55 TO TRV% HAN6ER5 AND CONNECTIONS.
3. TRL65 MANUF. TO PROVIDE SHOP PRANIN65 ON NEW AND/OR REVI5ED MODEL PLANS TO
BUILDER FOR REVIEW BEFORE FABRICATION. TRUSS SHOP DRAWIN65 SHALL SHOW ALL
TRU55 PROFILES, 6RAVITY/UPLIFT LOADS, BRACIN6 MEMBERS, AND TRUSS TO TRL65
HANGERS.
4. ALL PREFAB. WOOD TRU55E' SHALL BE SECURELY FASTENED TO THEIR 51U PORTIN6 WALLS
OR BEAMS AS, REQUIRED PER THE FRAMING PLANS.
5. PRE-ENGINEERED WOOD TRUSSES, RAFTERS, AND OTHER ROOF FRAMIN6 MEMBERS SHALL BE
SPACED AT 24' O.G. MAXIMUM.
b. RID6E AND VALLEY SET MEMBERS SHALL BE A NOMINAL DIMENSION OF 2" LARGER THAN
RAFTERS.
I. ALL ROOF FRAMING MEMBERS SHALL BE MIN. 5YP #2 OR BETTER.
COMPONENT AND CLADDING MIN.
DESIGN WIND LOAD PRESSURE (PSF) - EXPOSURE "B"
COMPONENT
LOCATION
COMPONENT EFFECTIVE AREA
10
15
20
30
40
50
60
10
80
610
100
ROOF AN6LE > 10"-30"
50.1
41.8
45.4
43.4
41.3
3613
38.4
31.5
3b.5
35b
34.1
ROOF ANGLE > 30"-45"
30.3
2q.1
261.0
28.4
27b
212
26.q
26.1
2b.4
26.2
25.61
WALL
34.1
33.6
32.4
31.4
30.3
2q.3
28b
283
21.61
21.4
26.61
COMPONENT AND CLADDING MIN.
DESIGN WIND LOAD PRESSURE (PSF) - EXPOSURE "C"
COMPONENT
LOCATION
COMPONENT EFFECTIVE AREA
10
15
20
30
40
50
b0
10
80
qO
100
ROOF ANGLE > 10'-30"
10.1
b1.0
b3.b
bob
51b
55D
533
525
51.1
50D
48.6
ROOF AN6LE > 30"-45"
42.4
41.6
40.6
3q8
38.61
38.1
31.1
37.4
31D
36.1
36.3
WALL
48b
41.0
45.4
44.0
42.4
41.0
40.3
3q.6
3q.1
38.4
37.1
01 PRE55WB STATED ON ANY PLAN OR DETAIL SHALL SUPERGEDE VALUES
PROVIDED ON THI5 CHART. VALL5 INDICATED ARE COMPONENT PRESSURES FOR
THE M05T 5TRIN6ENT ZONE LOAD CASE PER TABLE 83012 (2)
OF FLORIDA BUILDIN6 ( ODE 2004 - RE51DENTIAL AND 2006 SUPPLEMENT
WALL & ROOF FRAMING NOTES
I. WOOD 6ON5TRUGTION SHALL CONFORM TO THE LATEST EDITION OF "NATIONAL DESIGN
5PEGIFICATION5 FOR WOOD GONI5WTION" BY THE NATIONAL FOREST PRODUCT
ASSOCIATION.
2. ROOF AND WALL STRUCTURAL 5HEATHIN6 SHALL BE SPAN RATED IN ACCORDANCE WITH
APA P5 I-83 OR NER-108. NAILS USED IN ALL 5HEATHIN6 APPLICATIONS SHALL BE 80
COMMON, RING OR SPIRAL SHANK, OR HOT DIPPED 6ALVANIZED, HAND OR 6UN DRIVEN
NAILS. 6UN DRIVEN NAILS SHALL HAVE HEAD AND SHANK 5IZE EQUIVALENT TO HAND DRIVEN
NAILS, OTHERWISE 5PAGI% SHALL BE REDUCED FROM 12" TO 10",8" TO b', b' TO 5", 4" TO 3",
AND 3" TO 2" IN TH05E APPLICATIONS.
3. ALL EXTERIOR FRAMED WALL STUDS SHALL BE AS NOTED ON PLANS AND A MINIMUM GRADE
OF 5YP #2 OR BETTER. INTERIOR WALL 5TUD5 SHALL BE A MINIMUM OF 5 -P -F #2 OR BETTER.
4. WOOD HEADERS PER 5GHEDULE UNLE55 NOTED OTHERH15E ON PLANS. ALL HEADER
MATERIAL TO BE SOUTHERN YELLOW PINE #2 MIN. PROVIDE 5TRAP5 AS, REQ'D. PER DETAILS.
5. PROVIDE A BUILT UP OR 50LID SAWN COLUMN UNDER ALL 61RDER5 AND BEAM5 IN FRAMED
WALLS UNLE55 NOTED OTHERWISE ON PLANS. A MINIMUM OF (2)2x4 STUDS SHALL BE USED.
STRAP MEMBER DIRECTLY TO TOP OF COLUMN AND BOTTOM W/ A MIN. OF 51MP50N 5PHI4 OR
EQUAL AT EACH STUD. PROVIDE BLOGKINC7 TO BEARIN6 WALL BELOW AS, REQUIRED. HEAVY
HOLD DOWNS MAY BE REQUIRED AT SOME LOGATIONS AS NOTED ON PLANS.
b. END JOINTS IN 5TRUGTURAL DOUBLE PLATE SHALL BE OFFSET AT LEAST 4'-0". STRUCTURAL
DOUBLE PLATES TO BE NAILED AT b' D.G.
1. AT EXTERIOR FRAME WALLS, PROVIDE FULL PANEL OF 5HEATHIN6 FROM ALL CORNER
E06E5. RILL PANEL MUST BE 5AW6UT AROUND ANY OPENIN65.5EE DETAILS FOR NAILING
REQUIREMENTS.
8. THE NUMBER AND 5IZE OF NAILS CONNECTIN6 WOOD MEMBERS SHALL NOT BE LE55 THAN
TH05E 5PEGIFIED IN TABLE R602305TENIN6 SCHEDULE) OF THE FLORIDA BUILDIN6 CODE
2004 -RESIDENTIAL- UNLE55 NOTED OTHERWISE.
q. ALL WOOD IN CONTACT WITH 60146RETE SHALL BE PRE59K TREATED LUMBER OR
SEPARATED FROM CONCRETE W/ FELT PAPER OR METAL PLATES.
10. ALL NAILS AND BOLTS EXP05ED TO WEATHER SHALL BE HOT DIPPED 6ALVINIZED.
UPLIFT CONNECTORS
I. UPLIFT CONNECTORS ARE ONLY REQUIRED ON MEMBERS IN WALL5 THAT ARE EXPOSED TO
UPLIFT FOR( 15. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXP05ED TO UPLIFT
FORGES. THE MENBER5 OF THESE WALL WOULD NOT NEED TO HAVE CONNECTORS APPLIED.
2. UPLIFT (ONNEGTOR5 TO PROVIDE CONTINUITY FROM ROOF TRUSSES, THRUU PLATE5 TO 5LA13
AND FOUNDATION PER PLAN.
3. UPLIFT CONNECTORS AT ROOF TRU55E5 SHALL BE BENT OVER TRU55 TOP CHORDS AS,
REQUIRED AND NAILED PRIOR TO APPLICATION OF ROOF 5HEATHIN6. MISSED 5TRAP5 SHALL
BE INSTALLED PER PLAN PRIOR TO 5HEATHIN6 INSTALLATION.
4. THE MAXIMUM NUMBER OF FLAT 5TRAP5 (I.E. 'HETA20') IN THE TOP BLOCK WALL COURSE AT
ANY 61RDER TRUSS SHALL BE (2) 5TRAP5 WITH 8' CLEAR DIMENSION BEFORE NEXT
5TRAP(5).
5. ALL SPECIFIED CONNE(TOR5 SHALL BE INSTALLED PER CONNECTOR MANUFAGTURER5
INSTRUCTIONS.
6. NO CONNECTOR SHALL BE BENT IN THE FIELD UNLE55 NOTED AS, ACCEPTABLE IN THE
(ONNEGTOR MANUF. PRODUCT GATALO6.
1. WHEN ANGHORIN6 (2) WOOD ITEMS TOGETHER, THE LENGTH OF HURRICANE STRAP NU5T BE
EQUALLY HALF ON EA. ITEM.
8. INSTALL ALL SPECIFIED FASTENERS AT EACH CONNECTOR REFER TO CONNECTOR SCHEDULE
FOR MINIMUM NUMBER OF FASTENERS.
q. MAY SUBSTITUTE tURRIGANE STRAP WITH STRAP OF GREATER HOLD DOWN VALUE OR
GREATER UPLIFT VALUE IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURERS
INSTALLATION INSTRUCTIONS OR REQUIREMENTS ARE FOLLOWED.
STRUCTURAL CRITERIA
I. APPLICABLE CODE:
FLORIDA BUILDING (ODE 2001- RESIDENTIAL
WIND SPEED - 120 MPH
NON -WIND-BORNE DEBRIS RE610N, WIND IMPORTANCE FACTOR - (1) ONE, "EN61-05ED"
BUILDING TYPE, EXP05K CATE60RY -SEE ROOF PLAN NOTES.
2. INTERNAL PRESSURE COEFFICIENT: +/- 0.18 MAXIMUM MEAN ROOF HT. = 30 FEET
GENERAL NOTES
I. DOOR513ETWEEN GARAGE AND LIVIN6 SPACE SHALL BE MINIMUM 13/8" THICK SOLID
CORE WOOD DOOR5, 13/8" SOLID OR HONEYCOMB GORE STEEL DOORS, OR 20 -MINUTE
FIRE RATED DOORS.
2. THE 6ARA6E SHALL BE SEPARATED FROM THE RE51DENGE AND ITS ATTIC AREA BY NOT
LE55 THAN I/2" 6YP5UM BOARD APPLIED TO THE 6ARA6E SIDE. 6ARA6E5 BENEATH
HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT
LESS THAN 518" TYPE X 6YP5UM BOARD OR ITS EQUIVALENT.
3. DUCT5 IN THE 6ARA6E AND GUGT5 PENETRATING THE WALL5 OR CEILINGS 5EPARATIN6
THE DWELLIN FROM THE 6ARA6E SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 6A6E
51HEET STEEL OR APPROVED EQUAL.
4. ENCL05ED A(GE551BLE SPACE UNDER 5TAIR5 SHALL HAVE WALLS, UNDER STAIR
SURFACE AND ANY 5OFFIT5 PROTECTED ON THE ENCLOSED 51PE WITH 1/2" 6YP5UM
BOARD.
LATEST REVISION
DATE TO MASTER:
02-15-10
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118' GEMENT
PLASTER
PAPER BACK LATH
BUILDIN6 WRAP
(TYVEK)
WALL SHEATHING
PEEL AND 5TIGK
MEMBRANE
FLA5HIN6
ALUMINUM WINDOW
FRAME 5ET IN CONT.
BED OF SEALANT
EXTERIOR
5GALE: 2" - 1'-0"
ALUMINUM WINDOW
FRAME 5ET IN CONT.
BED OF 5EALANT
PEEL AND 5TIGK
MEMBRANE
FLA5HIN6
BUILDING WRAP
(TYVEK)
WALL 5HEATHIN6
PAPER BACK
LATH
1/8' GEMENT
PLASTER
AT EXT. FRAME WALL TO BLOCK
WALL, PROVIDE 2x P.T. W/ 112' EXP.
BOLT AT 24' O.G. VERT. (4' EMBED)
W/ 2"50. WA5HER5 PROVIDE 1112'
EDGE DI5TANGE FOR BOLT5
Q
51MP50N '5P2" AT EA. 5TUP AT EXTERIOR
WALL5 05E 5PH4 AT INTERIOR BEARIN6 WALL5)
TOP OF SLAB I)
I 8..
EXT. F RAM E WALL TO
BLOCK WALL CONNECTION
DETAIL APPLICABLE TO ALL EXTERIOR FRAME WALLS ONLY
UNLE55 OTHERWISE NOTED ON FLOOR PLAN
WINDOW HEAD
EXTERIOR WINDOW SILL
5GALE: 2" - 1'-0"
ALUMINUM WINDOW
FRAME 5ET IN CONT. J
BED OF 5EALANT
PER AND 5TIGK
MEMBRAFLA5NE
WALL 5HEATHIN6
EXTERIOR
5GALE: 2" - 1'-0"
l/8" GEMENT PLASTER
PAPER BALK LATH
BUILDING WRAP
(TYVEK)
WINDOW JAMB
TYVEK OVER 'G'
PEEL AND STICK
FLA5HIN6 AND
WINDOW FLANGE
?VER GUT
=K
PEEL AND STICK DETAIL
DBL. 2x P.T.
3/4" DIA. x b" OR HOLE
OR
BLOCKING
Lu
FOR 05 BAR 5ET IN
OVER FA56IA
(2)12d NAIL5
VERT. REINF.
FILLED CELL
GONG. AT b" O.G.
W/145 I --I 1/2" EXP. BOLT AT 24" O.G. VERT.
'z w
BAR
(2 3/4" EMBED) W/ 2"50. WA5HER
6ROUT 50LID AT
1
TOP OF BLK. WALL
TOP OF CELL
BLK6. ALONG 51DE OF GABLE END
1 INSTALL ADD'L. STROP
-GONG. FILLED REINF.
5AWGUT APPROX.
n
_n
N1 OTHER FOR 51N6LE
REINF. FILLEDTOP
GONG. FILLED REINF. MEMBER TRU55
R5E PER
OPENING'IN WALL
BLOCK COURSE
}� w
I I
NOTES:
51MP50N "5P2' AT EA. STUD AT
5PEGIFIGATION5 FOR FA5GIA
USE (2) MT5MIb 5TRAP5 FOR UPLIFT VALUES 1120 L135. OR LE55
UPLIFT VALUES OVER 1120 LB5. REQUIRE LETTER FROM ARGHITEGT OR ENGINEER
EXTERIOR WALL5 U5E 5PH4 (AT
GONG. BLK.
1 Q
II
INTERIOR BEARIN6 WALLS)
WALL PER TYP.
GLEANED PRIOR TO
I I
1
112" DRYWALL OVER 1x2 P.T. (MIN) AT 24"
WALL SECTION
0I5PEN51% ADHESIVE
1
ATTACH EXT. 5HEATHIN6
GONG. FILLED
--EPDXY ADHESIVE TO
GELL W/ #5
TO STUDS /PLATES PER
C)
REBAR
--REBAR DOWEL MUST
STRUCTURAL NOTES
VERT. REINF. GONG.
BE GLEAN AND OIL FREE
ENERGY CALCULATION FOR R -VALUE
i
FILLED GEL W/1-#5
5AWCUT I' W. Oft. IN
SAWGUT APPROX.
TEXTURED EMENT FIN15H OVER
G
BAR
WALL FROM TOP TO
4'Wx24"H.
118' GEMENT
PLASTER
PAPER BACK LATH
BUILDIN6 WRAP
(TYVEK)
WALL SHEATHING
PEEL AND 5TIGK
MEMBRANE
FLA5HIN6
ALUMINUM WINDOW
FRAME 5ET IN CONT.
BED OF SEALANT
EXTERIOR
5GALE: 2" - 1'-0"
ALUMINUM WINDOW
FRAME 5ET IN CONT.
BED OF 5EALANT
PEEL AND 5TIGK
MEMBRANE
FLA5HIN6
BUILDING WRAP
(TYVEK)
WALL 5HEATHIN6
PAPER BACK
LATH
1/8' GEMENT
PLASTER
AT EXT. FRAME WALL TO BLOCK
WALL, PROVIDE 2x P.T. W/ 112' EXP.
BOLT AT 24' O.G. VERT. (4' EMBED)
W/ 2"50. WA5HER5 PROVIDE 1112'
EDGE DI5TANGE FOR BOLT5
Q
51MP50N '5P2" AT EA. 5TUP AT EXTERIOR
WALL5 05E 5PH4 AT INTERIOR BEARIN6 WALL5)
TOP OF SLAB I)
I 8..
EXT. F RAM E WALL TO
BLOCK WALL CONNECTION
DETAIL APPLICABLE TO ALL EXTERIOR FRAME WALLS ONLY
UNLE55 OTHERWISE NOTED ON FLOOR PLAN
WINDOW HEAD
EXTERIOR WINDOW SILL
5GALE: 2" - 1'-0"
ALUMINUM WINDOW
FRAME 5ET IN CONT. J
BED OF 5EALANT
PER AND 5TIGK
MEMBRAFLA5NE
WALL 5HEATHIN6
EXTERIOR
5GALE: 2" - 1'-0"
l/8" GEMENT PLASTER
PAPER BALK LATH
BUILDING WRAP
(TYVEK)
WINDOW JAMB
TYVEK OVER 'G'
PEEL AND STICK
FLA5HIN6 AND
WINDOW FLANGE
?VER GUT
=K
PEEL AND STICK DETAIL
BLOCK CELL DETAIL
PROVIDE SOLID 2x4 BLK6. BTM.
TOP/BOT. RAILS FOR 50LID
NAILING OF STRAP
51MP50N 'M5TAM24' STRAP W/
(5) 1/4"x2 1/4' MA5ONRY 9GREW5
TO BLOCK WALL AND (9)IOd
GOMMON5 TO FLR. TRU55
r'
N
GONG. FILLED REINF.
TOP BLK. 60UR5E PER
TYP. WALL SECTION
MISSED FL
25' MIN. LAP
#5 REBAR W/ 5TD. HOOK
REINF. GONG. FILLED
6
Sxbxlb GONG. KNOCKOUT
BLK TOP GOUR5E - FILL
Wl GONG. 11-#5 BAR DONT.
Ion] llffi
1
51MP50N "MT5MiLu
3/4" DIA. x b" OR HOLE
OR
(4) 114'x2 1/4'
Lu
FOR 05 BAR 5ET IN
OVER FA56IA
COMM1 ROOF TRU55
EPDXY ADHE5IVE
11
'z w
M 04
6ROUT 50LID AT
1
TOP OF BLK. WALL
TOP OF CELL
BLK6. ALONG 51DE OF GABLE END
1 INSTALL ADD'L. STROP
-GONG. FILLED REINF.
5AWGUT APPROX.
n
_n
N1 OTHER FOR 51N6LE
BOARD OVER 2x412xb\_
GONG. FILLED REINF. MEMBER TRU55
R5E PER
OPENING'IN WALL
II
}� w
PSP. WALL 5EGTION
NOTES:
USE (1) MT5Mlb STRAP FOR UPLIFT VALUES S60 L135. OR LE55
5PEGIFIGATION5 FOR FA5GIA
USE (2) MT5MIb 5TRAP5 FOR UPLIFT VALUES 1120 L135. OR LE55
UPLIFT VALUES OVER 1120 LB5. REQUIRE LETTER FROM ARGHITEGT OR ENGINEER
25' MIN. LAP
--DRILLED HOLE TO BE
1 Q
II
LOGATION5 AND TYPES
OF REBAR5
GLEANED PRIOR TO
L 0
1
112" DRYWALL OVER 1x2 P.T. (MIN) AT 24"
3000 P51
0I5PEN51% ADHESIVE
1
1
GONG. FILLED
--EPDXY ADHESIVE TO
GELL W/ #5
HIGH 5TREN6TH TYPE
C)
REBAR
--REBAR DOWEL MUST
i
BE GLEAN AND OIL FREE
ENERGY CALCULATION FOR R -VALUE
i
i
5AWCUT I' W. Oft. IN
SAWGUT APPROX.
TEXTURED EMENT FIN15H OVER
G
WALL FROM TOP TO
4'Wx24"H.
II
AND TOP GOUR5E REBAR AT EA. REINF.
BOTTOMFOR FILL HT.
OPENING IN WALL
n
6.
GONG. FILLED BLOCK (ELL A5 LOCATED
REBARINTO
I
PER PLANS
GELL-FILL 5OLID
25' MIN. LAP
B11
II
HU STOP
OF KEBABS
WH. OPN6.
Q
OF SLAB
z
Lu
3/4' DIA. x b" DP. HOLE
FOR #5 BAR DOWEL 5ET IN
4' MIN. 3 112" MIN. GONG. SLAB (2500 P51) W/
'z w
EPDXY ADHE5IVE
ADDED REINF. FILLED
BLOCK CELL DETAIL
PROVIDE SOLID 2x4 BLK6. BTM.
TOP/BOT. RAILS FOR 50LID
NAILING OF STRAP
51MP50N 'M5TAM24' STRAP W/
(5) 1/4"x2 1/4' MA5ONRY 9GREW5
TO BLOCK WALL AND (9)IOd
GOMMON5 TO FLR. TRU55
r'
N
GONG. FILLED REINF.
TOP BLK. 60UR5E PER
TYP. WALL SECTION
MISSED FL
25' MIN. LAP
#5 REBAR W/ 5TD. HOOK
REINF. GONG. FILLED
6
Sxbxlb GONG. KNOCKOUT
BLK TOP GOUR5E - FILL
Wl GONG. 11-#5 BAR DONT.
Ion] llffi
1
OOR TRUSS
TO BLK. WALL STRAP
PROVIDE (1) "M5TAM24" FOR EA. "HETA20" STRAP 5PEGIFIED
- METAL OR VINYL TRIM
CONTROL / EXPAN51ON JOINT
-
1/8' GEMENT PLA5TER
PAPER BACK LATH
IB" WIDE PEEL 15TIGK
MEMBRANE OR #15 FELT
FLA5HI%
BUILDING WRAP ( TYVEK)
,-WALL 5HEATHIN6
DETAIL @CONTROL /
EXPANSION JOINT
SCALE: 3" = 1'-0"
1/Ib" 05B SHEATHING
GABLE END OR
FLOOR Tn""`
UB" GEMEN
ON PAPER E
AIR INFILTRATION B,
(DESIGN STANDARD:
MID -WALL
WEEP SCREED
1/2'
PLA
AwIlif
,a
8'-0' MAX. 5PAN W/0 2x8 RI06E
2x4 VERTICAL BLK6. 2xb VALLEY RAFTER5
(4)lbd 2x4 COLLAR TIE IN
NAIL5 UPPER 3RD OF ROOF HT.
-- ---- - AT EVERY 3RD PAIR OF
------ - RAFTERS
MT512 1 2x4 VERT. AT MT512
5TRAP 1-0" O.G. MAX. (ONLY 5TRAP
I 1 AT 5PAN5 ) &'-0')
2x4 BLK6. AT VALLEY RAFTER
BR6. BTWN. TRUSSES
ROOF TRU55 ROOF TRL65
BELOW RAFTER
HAND VALLEY FRMG. DETAIL
ALTERNATE VALLEY DETAIL FROM TRJ55 ENGINEER MAY BE
SUBSTITUTED PROVIDED DETAIL HAS STATE OF FLORIDA
LIGEN5ED STRUCTURAL ENGINEER STAMP
DETAIL @ BLOCK I FRAME CONNECTION
5GALE: 3" = 1'-0"
PRE-EN6'RED FLOOR
TRUSSES AT 24" O.G.
CONNECT EA. TRU55 BOT.
CHORD W/ MIN.
TOE- /
COMMONS TOE -NAILED TO
TOP PLATE
1/2" 6YP5UM BD.
DBL. 2x TOP PLATE
R -II IN5ULATION AT ALL WALLS
ADJACENT TO NON -AIR CONDITIONED
5PAGE5
2x GONT. MID -WALL BLK6. (WALL5
OVER 8' H. --PROVIDE BLK6. AT 4'-0'
O.G. MAX)
1/2' DRYWALL
2x 5TUD5 @ Ib' O.G. #2
SPF OR BETTER
2x4 P.T. 51LL PLATE -
ATTAGH W/ (2) GONG. NAILS OR
(1) POWDER ACTUATED FA5TENER
AT 24" O.G.
3 1/2" MIN. GONG. 5LA8 (2500 P51) W/
FIBERME511 OR bxb 10/10 WWM OVER
VAPOR BARRIER
GLEAN COMPACTED �� O O ry
EARTH FILL
THICKEND SLAB FOOTING
PER 5LAB PLAN
TYP. INT. BRG. WALL SECTION
5GALE: 1 112"=I' -O"
2x4 LADDER FRMG. REQV. AT
OVERHAN65 OVER 12" -CONNECT W/
(2)12d TO TRU55 TOP GHORD
DONT. 20 W/
2-12d NAILS
2x4 OUTLOOKER5 AT 24' O.G. W/
(3)12d TOE -NAILED TO TRU65 T�
CHORD
JAb" 056 5HEATHIN6 OVER GABLE END
TRU55-GONNEGT W/ 8d NAIL5 AT b" OL.--5ET
FACE OF 5HEATHIN6 FLU5H W/ BLK. WALL
(PROVIDE I/8" 5PAGE BTWN. PANEL5)
U.5P. "LPTA" OR 51MP50N "LTAI" 5TRAP-5EE
FRMG. PLAN FOR LOGATION5-5ET STRAP 2'
FROM FACE OF BLOCK AND PARALLEL TO
TRU55-FILL ALL HOLES W/ NAILS
51HP50N 'HETA20" AT
EA. TR 65 VERT. OR
24" OL. GONNEGT W/
(14)I0d COMMONS INTO i
SOLID 20 BLK6.--.,.
1
1
CONT. 2x4 MIN. P.T. PLATE W/ 1/2"
DIA. A.B. OR 5/8" EXP. BOLT W/ 2" 1
50. WA5HER AT 48' O.G. MAX. OR
(2)POWER-DRIVEN NAILS (51ZE
EQUAL TO IDd GOMMON) AT Ib" O.G.
"HETA20" GABLE END
STRAP ALTERNATIVE
APPROVED SHINGLES
MANUF. / TYPE:
CERTAINTEED 'LANDMARK 30 AR"
GERTAINTEED 'LANDMARK 30"
FLASHING:
ALL ROOF AND WALL FLA5HIN6 TO BE ALUMINUM OR
6ALV. METAL MATERIAL. CONNECT W/ 6ALV. METAL
NAIL5 AT 24" O.G. MAX.
�i
cQ
5' INGL.
ROOF Fr)( --7F ROOF O.H.
ROOF
EDGE
U I U LA, ROOF O.H.
O ZONE I - USE Sd "RING5HANK" NAILS e 12" O.G. (FIELD) 6" O.G. (EDGE)
O2 ZONE 2 - USE 8d "RIN655HANK" NAIL5 @ 6" O.G. (FIELD/ED6E)
O ZONE 3 - USE bd "RIN65HANK" NAILS @ 4" O.G. (FIELD/EDOE)
ROOF NAILING PATTERN
NOTE: ALL PLYWOOD ROOF 5HEATHIN6 5HALL HAVE A
"PANFi SPAN RATIN6' OF 32/Ib.
2x4 "T" OR "L' 5TRON66AGK AT GABLE
VERTICAL LON6ER THAN 48' GONNE(T W/
12d NAIL5 AT 12" O.G.
/ -
5TRUCTURAL ROOF 5HEATHIN6 5EE
ROOF NAILING PATTERN
2x4 5TRON60AGK IF GABLE TRU55 15
TALLER THAN 8'-O'
` 2x4 DIA6. 'X' -BRACING W/ (3)12d NAILS
AT EA. 2x4 TO 2x4 JOINT
\ BRACING SCHEDULE
i> SPAN BRAGIN6 REO'D.
> ` 6REATER THAN 20 FT. 10 (3) PAIRS AT 1/4 Pf5. (1)
FT. TO 20 FT. LE55 THAN 10 PAIR AT MID -PT. NO
FT. BRAGIN6 REOV.
I i j i 2x4 BLK6. AT 48' O.G. FROM GABLE
END BACK 8'-0" BTWN. TR 65
BOTTOM CHORDS
11 GYPSUM CEILING
u DIAPHRAM NAILING
CABLE END
II8xbxlb GONG. KNOCKOUT BLK. TOP TW155 IDd NAIL5 AT 8'
u1 GOURSE - FILL H/ GONG. AND 1-#5 ROOF O.G.
BAR CONT.
FLAT CEILING GABLE END51MP50N "LSTAI2' 2x4 DONT. BLK6.
STRAP AT 24" O.G j DBL. 2x4 TOP
TRU55 TO PLATE PLATE
TYP. GABLE END FRAME WALL
TRUSS DETAIL
5GALE : 1/2' = 1'-0"
GABLE END
5HIN6LE5 (ATTACH W/ 6ALV. METAL ROOFIN6 NAIL5 PER MANUF.
I1,15TALLATION DETAILS) OVER 15# FELT (2" 51DE LAP / 4' END LAP
AND GAP NAILS AT 12" O.G.-EDGE, 24" O.G.-FIELD) ON l/Ib" SPAN
RATED 5TRUGTURAL 5HEATHIN6 (5EE ROOF NAILIN6 PATTERN) AND
PRE-EN6'RE0 ROOF TRU55E5 AT 24" O.G.
HURR. 5TRAP AT EA. TRU55 5EE 12
ROOF PLAN PER
i
Sxbxlb GONG. KNOCKOUT BLK. TOP ELEV. R-30 INSULATION
GOUR5E - FILL Wl GONG. AND 145
BAR DONT. ! ; t L 1 t 1 1 t It
DRIP EDGE
51MP50N "MT5MiLu
-1-0
vim
(4) 114'x2 1/4'
112" 6YP5UM BD.
BLOCK WAn
OVER FA56IA
COMM1 ROOF TRU55
PROVIDE 2x4 BLK6. BTWN. FLK.
11
TRU55- WNINEGT TO BLK. W/ (4)
M 04
0.145 DIA.x3" L. POWDER
1
ACTUATED FA5TENER5- PLACE
W
a
BLK6. ALONG 51DE OF GABLE END
1 INSTALL ADD'L. STROP
FLK. TRUSSES
DIA60NALLY FROM EA.
n
_n
N1 OTHER FOR 51N6LE
BOARD OVER 2x412xb\_
GONG. FILLED REINF. MEMBER TRU55
TOP BLK. GOUR5E PER
TYP. WALL 5ECTION
}� w
MISSED ROOF TRUSS TO BLK. WALL STRAP
w
USE (1) MT5Mlb STRAP FOR UPLIFT VALUES S60 L135. OR LE55
5PEGIFIGATION5 FOR FA5GIA
USE (2) MT5MIb 5TRAP5 FOR UPLIFT VALUES 1120 L135. OR LE55
UPLIFT VALUES OVER 1120 LB5. REQUIRE LETTER FROM ARGHITEGT OR ENGINEER
OOR TRUSS
TO BLK. WALL STRAP
PROVIDE (1) "M5TAM24" FOR EA. "HETA20" STRAP 5PEGIFIED
- METAL OR VINYL TRIM
CONTROL / EXPAN51ON JOINT
-
1/8' GEMENT PLA5TER
PAPER BACK LATH
IB" WIDE PEEL 15TIGK
MEMBRANE OR #15 FELT
FLA5HI%
BUILDING WRAP ( TYVEK)
,-WALL 5HEATHIN6
DETAIL @CONTROL /
EXPANSION JOINT
SCALE: 3" = 1'-0"
1/Ib" 05B SHEATHING
GABLE END OR
FLOOR Tn""`
UB" GEMEN
ON PAPER E
AIR INFILTRATION B,
(DESIGN STANDARD:
MID -WALL
WEEP SCREED
1/2'
PLA
AwIlif
,a
8'-0' MAX. 5PAN W/0 2x8 RI06E
2x4 VERTICAL BLK6. 2xb VALLEY RAFTER5
(4)lbd 2x4 COLLAR TIE IN
NAIL5 UPPER 3RD OF ROOF HT.
-- ---- - AT EVERY 3RD PAIR OF
------ - RAFTERS
MT512 1 2x4 VERT. AT MT512
5TRAP 1-0" O.G. MAX. (ONLY 5TRAP
I 1 AT 5PAN5 ) &'-0')
2x4 BLK6. AT VALLEY RAFTER
BR6. BTWN. TRUSSES
ROOF TRU55 ROOF TRL65
BELOW RAFTER
HAND VALLEY FRMG. DETAIL
ALTERNATE VALLEY DETAIL FROM TRJ55 ENGINEER MAY BE
SUBSTITUTED PROVIDED DETAIL HAS STATE OF FLORIDA
LIGEN5ED STRUCTURAL ENGINEER STAMP
DETAIL @ BLOCK I FRAME CONNECTION
5GALE: 3" = 1'-0"
PRE-EN6'RED FLOOR
TRUSSES AT 24" O.G.
CONNECT EA. TRU55 BOT.
CHORD W/ MIN.
TOE- /
COMMONS TOE -NAILED TO
TOP PLATE
1/2" 6YP5UM BD.
DBL. 2x TOP PLATE
R -II IN5ULATION AT ALL WALLS
ADJACENT TO NON -AIR CONDITIONED
5PAGE5
2x GONT. MID -WALL BLK6. (WALL5
OVER 8' H. --PROVIDE BLK6. AT 4'-0'
O.G. MAX)
1/2' DRYWALL
2x 5TUD5 @ Ib' O.G. #2
SPF OR BETTER
2x4 P.T. 51LL PLATE -
ATTAGH W/ (2) GONG. NAILS OR
(1) POWDER ACTUATED FA5TENER
AT 24" O.G.
3 1/2" MIN. GONG. 5LA8 (2500 P51) W/
FIBERME511 OR bxb 10/10 WWM OVER
VAPOR BARRIER
GLEAN COMPACTED �� O O ry
EARTH FILL
THICKEND SLAB FOOTING
PER 5LAB PLAN
TYP. INT. BRG. WALL SECTION
5GALE: 1 112"=I' -O"
2x4 LADDER FRMG. REQV. AT
OVERHAN65 OVER 12" -CONNECT W/
(2)12d TO TRU55 TOP GHORD
DONT. 20 W/
2-12d NAILS
2x4 OUTLOOKER5 AT 24' O.G. W/
(3)12d TOE -NAILED TO TRU65 T�
CHORD
JAb" 056 5HEATHIN6 OVER GABLE END
TRU55-GONNEGT W/ 8d NAIL5 AT b" OL.--5ET
FACE OF 5HEATHIN6 FLU5H W/ BLK. WALL
(PROVIDE I/8" 5PAGE BTWN. PANEL5)
U.5P. "LPTA" OR 51MP50N "LTAI" 5TRAP-5EE
FRMG. PLAN FOR LOGATION5-5ET STRAP 2'
FROM FACE OF BLOCK AND PARALLEL TO
TRU55-FILL ALL HOLES W/ NAILS
51HP50N 'HETA20" AT
EA. TR 65 VERT. OR
24" OL. GONNEGT W/
(14)I0d COMMONS INTO i
SOLID 20 BLK6.--.,.
1
1
CONT. 2x4 MIN. P.T. PLATE W/ 1/2"
DIA. A.B. OR 5/8" EXP. BOLT W/ 2" 1
50. WA5HER AT 48' O.G. MAX. OR
(2)POWER-DRIVEN NAILS (51ZE
EQUAL TO IDd GOMMON) AT Ib" O.G.
"HETA20" GABLE END
STRAP ALTERNATIVE
APPROVED SHINGLES
MANUF. / TYPE:
CERTAINTEED 'LANDMARK 30 AR"
GERTAINTEED 'LANDMARK 30"
FLASHING:
ALL ROOF AND WALL FLA5HIN6 TO BE ALUMINUM OR
6ALV. METAL MATERIAL. CONNECT W/ 6ALV. METAL
NAIL5 AT 24" O.G. MAX.
�i
cQ
5' INGL.
ROOF Fr)( --7F ROOF O.H.
ROOF
EDGE
U I U LA, ROOF O.H.
O ZONE I - USE Sd "RING5HANK" NAILS e 12" O.G. (FIELD) 6" O.G. (EDGE)
O2 ZONE 2 - USE 8d "RIN655HANK" NAIL5 @ 6" O.G. (FIELD/ED6E)
O ZONE 3 - USE bd "RIN65HANK" NAILS @ 4" O.G. (FIELD/EDOE)
ROOF NAILING PATTERN
NOTE: ALL PLYWOOD ROOF 5HEATHIN6 5HALL HAVE A
"PANFi SPAN RATIN6' OF 32/Ib.
2x4 "T" OR "L' 5TRON66AGK AT GABLE
VERTICAL LON6ER THAN 48' GONNE(T W/
12d NAIL5 AT 12" O.G.
/ -
5TRUCTURAL ROOF 5HEATHIN6 5EE
ROOF NAILING PATTERN
2x4 5TRON60AGK IF GABLE TRU55 15
TALLER THAN 8'-O'
` 2x4 DIA6. 'X' -BRACING W/ (3)12d NAILS
AT EA. 2x4 TO 2x4 JOINT
\ BRACING SCHEDULE
i> SPAN BRAGIN6 REO'D.
> ` 6REATER THAN 20 FT. 10 (3) PAIRS AT 1/4 Pf5. (1)
FT. TO 20 FT. LE55 THAN 10 PAIR AT MID -PT. NO
FT. BRAGIN6 REOV.
I i j i 2x4 BLK6. AT 48' O.G. FROM GABLE
END BACK 8'-0" BTWN. TR 65
BOTTOM CHORDS
11 GYPSUM CEILING
u DIAPHRAM NAILING
CABLE END
II8xbxlb GONG. KNOCKOUT BLK. TOP TW155 IDd NAIL5 AT 8'
u1 GOURSE - FILL H/ GONG. AND 1-#5 ROOF O.G.
BAR CONT.
FLAT CEILING GABLE END51MP50N "LSTAI2' 2x4 DONT. BLK6.
STRAP AT 24" O.G j DBL. 2x4 TOP
TRU55 TO PLATE PLATE
TYP. GABLE END FRAME WALL
TRUSS DETAIL
5GALE : 1/2' = 1'-0"
GABLE END
5HIN6LE5 (ATTACH W/ 6ALV. METAL ROOFIN6 NAIL5 PER MANUF.
I1,15TALLATION DETAILS) OVER 15# FELT (2" 51DE LAP / 4' END LAP
AND GAP NAILS AT 12" O.G.-EDGE, 24" O.G.-FIELD) ON l/Ib" SPAN
RATED 5TRUGTURAL 5HEATHIN6 (5EE ROOF NAILIN6 PATTERN) AND
PRE-EN6'RE0 ROOF TRU55E5 AT 24" O.G.
HURR. 5TRAP AT EA. TRU55 5EE 12
ROOF PLAN PER
i
Sxbxlb GONG. KNOCKOUT BLK. TOP ELEV. R-30 INSULATION
GOUR5E - FILL Wl GONG. AND 145
BAR DONT. ! ; t L 1 t 1 1 t It
DRIP EDGE
co
-1-0
vim
U 0000
m
112" 6YP5UM BD.
w
�Uw�
OVER FA56IA
Z
Q =
Qw o
m m
4'-0"
M 04
FASCIA MATERIAL TO BE
12'
i
�...
C
W
a
DIAPHRAM AREA FASTEN W/ 5d NAIL5
ALUMINUM OR 5/4' PRIME TRIMAT
�O13r-
O
n
4" O.G. REMAINDER AT 7 O.G.
BOARD OVER 2x412xb\_
N
N O
>>
5UBFA5GIA REFER TO 51,1131).PRE-EN6'RED.
}� w
�z
w
PREGA5T GONG. LINTEL ABV. TYP.
5PEGIFIGATION5 FOR FA5GIA
ii
WH. AND DOOR OPN65.5EE PLAN5 FOR
MATERIAL
1 Q
N
LOGATION5 AND TYPES
DONT. ALUM.
L 0
tl
11
112" DRYWALL OVER 1x2 P.T. (MIN) AT 24"
VENTED SOFFIT
z
1
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OPEN GMU WALL GELL5 - REFER TO
R
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ENERGY CALCULATION FOR R -VALUE
If
TEXTURED EMENT FIN15H OVER
G
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AT EA. REINF. FILLED (ELL A5
MIN.
LOCATED PER SLAB PLAN
TYP. EXT.
BLOCK WALL SECTION
SCALE: 112"=I' -O"
40
mi
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LATEST REVISION
DATE TO MASTER:
02-15-10
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PANEL EDGES
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____ ___ ____
NOT PENTRATE THE FACE
I I
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II .�- REFER TO HEADER
OF THE SHEATHING BY MORE u
5FEATHIN6
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1
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i STUD TO RIM 130YBLKS.
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1 FOR OPNG5. > 5'-0'
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bd NAILS AT 3" O.G. HORIZ. 11 U
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1 2x4 OR 2xb RIM BD. BTWN.
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PROVIDE DBL. ROW OF bd NAIL5 AT bd NAILS
AT 3" O.G. HORIZ.
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DBL. 2x4 SOLID BLKG.
NAILING TO FLR. TRU55 BLKG. BTWN. RAILS
OR TRU55 CHORD
BELOW HDR. STUDS
/ 2x12 GARRIA6E AT 51DE5 AND
OF >
EXT. WALL SHEATHING
BLOCK EXT. WALL
"HETA20" STRAP AT EA. FLR. TRU55 END
A. FLR. 1155
/
CENTER OF 5TAIR5 WITH 2xb
GONG.
OVR V40.0fAAP EN4919FfM5
DETAIL AT 2 -STY.
2 -STY.
EXT. FRAME
REQUIRED NAILING PATTERN AS NOTED FOR WALL CONNECTOR DETAIL
5HEATHIN6 TO ACT A5 UPLIFT LOAD CONNECTOR
BETWEEN WALL 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 1-1/2" (38MM) BETWEEN THE WALL AND THE HANDRAILS
1 1/2" DIAMETER CONT.
HANDRAIL
TYPICAL SECTION AT HANDRAIL
BALUSTER SPACING MUST REJECT 4" DIA. SPHERE
UP TO HEIGHT OF 34" - BOTTOM RAIL OR CURB
MUST REJECT 2" DIA. SPHERE
STAIR TREAD AND RISER CALCULATION
(2) RISERS + (1) TREAD = 24" (MIN.) TO 25" (MAX.)
REFER TO FLOOR PLAN FOR NUMBER Or TREAD5 AND R15ER5
HANDRAIL WITH CIRCULAR GRO55
SECTION DIAMETER BTWN
11/2"
11
TO 2", OR PROVIDE
SECTION OF EQUIVALENT
C-R"ABILITY PERFORMANCE
GR055
AS PART OF FLR. TRJ55 END CON5T.
KNOGKOUT BLK. COURSE
TOTAL STAIR RUN
MINIMUM TREAD (NOT INCLUDING NOSING) = 9" WIDE
2xb BLOGKIN6 BEHIND HANDRAIL I" N051N6
TOP AT 39" ABOVE EDGE OF TREAD
3/4" PLYWOOD
FLOORING
FLOOR TRU55
2x4 5YP #2 5TUD5 ® Ib' O.G.
NOTE: PICKETS SHALL BE PLACED
344' PLYWOOD
Lu
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"
NAIL (2)2x4 TO BOTTOM OF
NO GREATER THAN 4" O.G.
5FEATHIN6
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TYPICAL STAIR SECTION
5GALE: N.T.5.
FLASHING:
ALL ROOF AND WALL FLA5HIN6 TO BE ALUMINUM OR
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NAIL5 AT 24" D.G. MAX.
CONT. 2xb TOP RAIL- GONNTE(
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EXT. 5HEATHINS NAILING PATTE
PROVIDE bd NAIL5 AT 3" 0.(
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(1) ROW AT 2x4 BOT. RAIL
CONT. 2x4 BOT. RAIL- GONNEG
TO FLR. TRL% W/ (4)lbd NAILS
(2x4 P.T. IF IN CONTACT W/ GO...,.,
ALTERNATE FLR.
TRUSS END RAILS
ROOF- l KUSStS C
AT 24" O.G:
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TOE -NAILED TC
2x 5TUD5 A
Ib" O.G.
FLR. TRU5`.
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10F PLAN FOR REQ'D.
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-REFER TO HEADER
SGHED. FOR SIZES
iIMP50N "D5P"
AT lb" O.G.
RO55 HDR. SPAN
MP50N 15TA24"
STRAP AT
)R. STUD TO BEAM
x4 OR 2x6 RIM BD. BTWN.
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R055 W/ (4)I6d NAILS (2x4)
(b)Ibd NAIL5 (2xb)
2x4 P.T. RIM BD. BTI -N.
FLR. TRU55 -- C,ONNEGT
-0 TRU55 Wl (4)I6d NAIL5
DBL. 2x4 5OLID 61 -KC -7.
BELOW HDR. 5TUD5
OF OPN55. > 5'-0'
VVI.v. IJLI..,I� L/� I . I V1LL AP AT 24' O.G. MAX. AT
FLR. TR0% PERP. TO WALL OR
24" O.G. AT SABLE END TRU55
2-5TY. EXT. FRAME
HALL GONNEGTOR DETAIL
5HINGLE5 (ATTACH W/ 6ALV. METAL ROOFING NAIL5 PER
MANUF. IN5TALLATION DETAIL5) OVER 15# FELT
(2" 51DE LAP / 4" END LAP AND GAP NAIL5
AT 12" O.G.-EDGE, 24' O.G.-FIELD) ON
l/Ib" SPAN RATED 5TRUGTURAL 5HEATHINS
(5EE ROOF NAILING PATTERN) AND
PRE-ENG'RED ROOF TRU%E5 AT 24" O.G.
HURR. STRAP AT EA. TRU55 12 \
SEE ROOF PLAN PER
DONT. 2x4 DBL. PLATE W/ ELEV.
51MP50N 5P2 AT EA. STUD
DRIP E06E
OVER FA5GIA
FA5GIA MATERIAL - -
2x4/2xb 5UBFA5GIA
REFER TO 5U61).
SPECIFICATIONS
FOR FA5GIA MATERIAL
DONT. ALUM.
VENTED SOFFIT
l/b" THK. GEMENT PLASTER OVER
l/Ib" MIN. 5TRUGTURAL WALL
5HEATHIN6-5EE DETAIL FOR
REQ'D. NAILING PATTERN
CONT. 2x4 TOP RAIL-GONNECT
TO FLR. TRU55 W/ (4)lbd NAILS —
2X4 WOOD BLOCK BY
TRU55 MANUFACTURER
CONT. 2x4 PT BOTTOM RAIL -CONNECT
TO FLR. TRU55 W/ (4)lbd NAIL5
CONTINUOUS PVG MID WALL
STUCCO WEEP SCREED
51MP50N "HETA20" AT EA. TRU55
FILL ALL HOLE5 W/ NAIL5
(TRU55 PARRALLEL TO WALL-5TRAP AT
EA. VERT. CHORD (24" O.G. MAX) '
bxbxlb GONG. KNOCKOUT BLK.
TOP GOUR5E - FILL Wl GONG.
AND 145 BAR DONT.
1/2" EXTERIOR PORTLAND
GEMENT PLASTER OVER
z
ry
FIN15H GRADE
r
#5 BAR DOWEL TIED TO
FT6. REBAR AT EA.
REINF. FILLED CELL A5
LOCATED PER SLAB PLAN
R -3b INSULATION
1/2' GYP5UM BD.
4
12' DI APHRAM AREA
FASTEN W/ 5d NAIL5 AT 4" O.G.
REMAINDER AT l' O.G.
z
Lu
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(Z)
0
0
3
TYP. EXT. 2-S
5GALE: 1/2"=1'-0"
R -II MIN. INSULATION -
REFER TO ENERGY GALGULATION
FOR REQUIRED INSULATION R -VALUE
2x4 5YP 5TUD5 AT Ib" O.G. 0 V-1 IV WALL5
2Xb 5PF 511105 AT 160L. ® HAL -5 > b' -I I/b" H.
CONT. 2x4 PLATE
3/4" TSG PLYWOOD FLOOR -NAILED 4
GLUED W/ bd NAIL5 AT 12" O.G. IN FIELD
AND b" O.G. AT PANEL E06E5
PROVIDE DRAFT5TOPPIN6 TO SEPARATE
GEILIN6 AREA5 NO GREATER THAN 500 S.F.
" O.G.
1/2' 6YP5UM BD.
4'-0" (5/b" TYPE "X" GYP. BD
DIAPHRAM AREA ® GARAGE GEILIN6 W/
JA5TEN W/ 5d NAIL5 AT 4" O.G. LIVING AREA ABOVE)
REMAINDER AT l" O.G.
PRE-EN6'RED. PREGA5T GONG. LINTEL
ABV. TYP. WDW. AND DOOR OPN55.
5EE PLANS FOR LOCATIONS AND TYPES
d
111/2" DRYWALL OVER Ix2 P.T. (MIN)
h L_ AT 24' O.G. (MAX)
GORE -FILL 500 FOAM INSULATION IN ALL
OPEN GMU WALL CELLS - REFER TO
ENERGY CALCULATION FOR R -VALUE
#5 VERT. BAR TIED INTO #5 BAR
DOWEL AND TOP GOUR5E REBAR
Id
AT EA. REINF. GONG. FILLED BLOCK
CELL A5 LOCATED PER PLAN5
II PRECAST HOR SILL - TYP. AT
5TO. WDW. OPNS.
ull
II II
nIl %4" 3 1/2" MIN. GONG. 5LAB (2500 P51)
1111 ( MIN. W/ FIBERME5H OR bxb 10/10 MM
II II OVER VAPOR BARRIER
n
n
u
GLEAN GOMPAGTED
II EARTH FILL
MONOLITHIC, 5LAB EDGE
20" FOOTING PER SLAB PLAN
MIN.
TORY WALL SECTION
NO STRUCTURAL MEMBER OR BLD6.5ERVIGE SHALL PENETRATE THE
FIRE RATED SHAFT WALL BETWEEN UNITS. ASPHALT 5HI%LE5 ON
STRUCTURAL 5HEATHIN6
4'-0" MIN.EAGH SIDE OF CENTER LINE OF WALL - (SEE ROOF NAILING PATTERN)
PROVIDE FIRE RETARDANT TREATED WOOD AND PRE-EN6'RED ROOF
ROOF 5HEATHI% TRU55E5 AT 24" O.G.
< II
1ncn RAKE TIE MAINTAIN 2� HV (R NCE ANT.
Q TO REBAR FROM TOP OF BEAM
0
51116LE bxbxlb GONG.
W KNOCKOUT BLK. COURSE
�2 - FILL WI CM. AND
0 145 BAR DONT.
v
0
m
0
0
2xb DONT. P.T. W/ (1) ROW5 OF Q
1/4"x 2-3/4" TAPCON5 AT 12"
O.G.- 5TA66ERED
3/4" PLYWOOD
DECKING
IN LIEU OF 2x4 BLKG. BTWN. RAILS
AS PART OF FLR. TRJ55 END CON5T.
KNOGKOUT BLK. COURSE
N CO
,.,
2x4 5YP #2 5TUD5 ® Ib' O.G.
I-#5 BAR ( ONT.
344' PLYWOOD
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"
TRUSSES ® 24" O.G.
1416" MIN.' TURAL WALL
5FEATHIN6
Q
TOP CHORD OF BOT. GHORD
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FLOOR TRU55 OF FLOOR
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6YP5UM BOARD 2x4 DIAPHRAM BLOCKING ®24' O.G.
cz
NAILER GONTIN10U5 ACROSS I5t (2) TRU% BAY5
0
CONNECT TO EA. BOTTOM CHORD W/ (4)
0
10d NAIL5
'HETA20° STRAP ® 24' OL. PROVIDE 50LID
�zUL
2x4 BLOGKIN6 BETWEEN TOP 4 BOT. GHORO5
WHERE 5TRAP DOE5 NOT AL16N W4 TR)%
VERTICAL.
ALT.
DETAIL @ FLOOR TRUSS
DO NOT 5GALE MNT51
PARALLEL TO WALL
ROOF- l KUSStS C
AT 24" O.G:
W/ (2)Ibd MIN
TOE -NAILED TC
2x 5TUD5 A
Ib" O.G.
FLR. TRU5`.
24" 0
10F PLAN FOR REQ'D.
�P AT EA. MEMBER
-REFER TO HEADER
SGHED. FOR SIZES
iIMP50N "D5P"
AT lb" O.G.
RO55 HDR. SPAN
MP50N 15TA24"
STRAP AT
)R. STUD TO BEAM
x4 OR 2x6 RIM BD. BTWN.
LR. TRU55 -- CONNECT TO
R055 W/ (4)I6d NAILS (2x4)
(b)Ibd NAIL5 (2xb)
2x4 P.T. RIM BD. BTI -N.
FLR. TRU55 -- C,ONNEGT
-0 TRU55 Wl (4)I6d NAIL5
DBL. 2x4 5OLID 61 -KC -7.
BELOW HDR. 5TUD5
OF OPN55. > 5'-0'
VVI.v. IJLI..,I� L/� I . I V1LL AP AT 24' O.G. MAX. AT
FLR. TR0% PERP. TO WALL OR
24" O.G. AT SABLE END TRU55
2-5TY. EXT. FRAME
HALL GONNEGTOR DETAIL
5HINGLE5 (ATTACH W/ 6ALV. METAL ROOFING NAIL5 PER
MANUF. IN5TALLATION DETAIL5) OVER 15# FELT
(2" 51DE LAP / 4" END LAP AND GAP NAIL5
AT 12" O.G.-EDGE, 24' O.G.-FIELD) ON
l/Ib" SPAN RATED 5TRUGTURAL 5HEATHINS
(5EE ROOF NAILING PATTERN) AND
PRE-ENG'RED ROOF TRU%E5 AT 24" O.G.
HURR. STRAP AT EA. TRU55 12 \
SEE ROOF PLAN PER
DONT. 2x4 DBL. PLATE W/ ELEV.
51MP50N 5P2 AT EA. STUD
DRIP E06E
OVER FA5GIA
FA5GIA MATERIAL - -
2x4/2xb 5UBFA5GIA
REFER TO 5U61).
SPECIFICATIONS
FOR FA5GIA MATERIAL
DONT. ALUM.
VENTED SOFFIT
l/b" THK. GEMENT PLASTER OVER
l/Ib" MIN. 5TRUGTURAL WALL
5HEATHIN6-5EE DETAIL FOR
REQ'D. NAILING PATTERN
CONT. 2x4 TOP RAIL-GONNECT
TO FLR. TRU55 W/ (4)lbd NAILS —
2X4 WOOD BLOCK BY
TRU55 MANUFACTURER
CONT. 2x4 PT BOTTOM RAIL -CONNECT
TO FLR. TRU55 W/ (4)lbd NAIL5
CONTINUOUS PVG MID WALL
STUCCO WEEP SCREED
51MP50N "HETA20" AT EA. TRU55
FILL ALL HOLE5 W/ NAIL5
(TRU55 PARRALLEL TO WALL-5TRAP AT
EA. VERT. CHORD (24" O.G. MAX) '
bxbxlb GONG. KNOCKOUT BLK.
TOP GOUR5E - FILL Wl GONG.
AND 145 BAR DONT.
1/2" EXTERIOR PORTLAND
GEMENT PLASTER OVER
z
ry
FIN15H GRADE
r
#5 BAR DOWEL TIED TO
FT6. REBAR AT EA.
REINF. FILLED CELL A5
LOCATED PER SLAB PLAN
R -3b INSULATION
1/2' GYP5UM BD.
4
12' DI APHRAM AREA
FASTEN W/ 5d NAIL5 AT 4" O.G.
REMAINDER AT l' O.G.
z
Lu
a -
(Z)
0
0
3
TYP. EXT. 2-S
5GALE: 1/2"=1'-0"
R -II MIN. INSULATION -
REFER TO ENERGY GALGULATION
FOR REQUIRED INSULATION R -VALUE
2x4 5YP 5TUD5 AT Ib" O.G. 0 V-1 IV WALL5
2Xb 5PF 511105 AT 160L. ® HAL -5 > b' -I I/b" H.
CONT. 2x4 PLATE
3/4" TSG PLYWOOD FLOOR -NAILED 4
GLUED W/ bd NAIL5 AT 12" O.G. IN FIELD
AND b" O.G. AT PANEL E06E5
PROVIDE DRAFT5TOPPIN6 TO SEPARATE
GEILIN6 AREA5 NO GREATER THAN 500 S.F.
" O.G.
1/2' 6YP5UM BD.
4'-0" (5/b" TYPE "X" GYP. BD
DIAPHRAM AREA ® GARAGE GEILIN6 W/
JA5TEN W/ 5d NAIL5 AT 4" O.G. LIVING AREA ABOVE)
REMAINDER AT l" O.G.
PRE-EN6'RED. PREGA5T GONG. LINTEL
ABV. TYP. WDW. AND DOOR OPN55.
5EE PLANS FOR LOCATIONS AND TYPES
d
111/2" DRYWALL OVER Ix2 P.T. (MIN)
h L_ AT 24' O.G. (MAX)
GORE -FILL 500 FOAM INSULATION IN ALL
OPEN GMU WALL CELLS - REFER TO
ENERGY CALCULATION FOR R -VALUE
#5 VERT. BAR TIED INTO #5 BAR
DOWEL AND TOP GOUR5E REBAR
Id
AT EA. REINF. GONG. FILLED BLOCK
CELL A5 LOCATED PER PLAN5
II PRECAST HOR SILL - TYP. AT
5TO. WDW. OPNS.
ull
II II
nIl %4" 3 1/2" MIN. GONG. 5LAB (2500 P51)
1111 ( MIN. W/ FIBERME5H OR bxb 10/10 MM
II II OVER VAPOR BARRIER
n
n
u
GLEAN GOMPAGTED
II EARTH FILL
MONOLITHIC, 5LAB EDGE
20" FOOTING PER SLAB PLAN
MIN.
TORY WALL SECTION
NO STRUCTURAL MEMBER OR BLD6.5ERVIGE SHALL PENETRATE THE
FIRE RATED SHAFT WALL BETWEEN UNITS. ASPHALT 5HI%LE5 ON
STRUCTURAL 5HEATHIN6
4'-0" MIN.EAGH SIDE OF CENTER LINE OF WALL - (SEE ROOF NAILING PATTERN)
PROVIDE FIRE RETARDANT TREATED WOOD AND PRE-EN6'RED ROOF
ROOF 5HEATHI% TRU55E5 AT 24" O.G.
< II
1ncn RAKE TIE MAINTAIN 2� HV (R NCE ANT.
Q TO REBAR FROM TOP OF BEAM
0
51116LE bxbxlb GONG.
W KNOCKOUT BLK. COURSE
�2 - FILL WI CM. AND
0 145 BAR DONT.
v
0
m
0
0
2xb DONT. P.T. W/ (1) ROW5 OF Q
1/4"x 2-3/4" TAPCON5 AT 12"
O.G.- 5TA66ERED
3/4" PLYWOOD
DECKING
2'-0"
PROVIDE DONT. FIRE CAULK
OR FIRE WOOL ® ROOF
5HEATHING AND RAKE BEAM
9s CONSTRUCTION JOINT
� II
PRE-ENGINEERED
ROOF TRU55E5
AT 24' O.G.
i-1/2' 6YP5UM BD. \—R-35 INSULATION
FOAM CORE FILL INSULATION IN ALL OPEN
CMU WALL GELL5 - REFER TO ENERGY
CALCULATION FOR R -VALUE
1/2" DRYWALL OVER DBL. Ix2 P.T.
AT 24' O.G. (MAX)
bxbxlb 2 HR. FIRE -RATED
CMU WALL
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