HomeMy WebLinkAbout2624-2634 River Landing Dr (a)ABV.
ABOVE
AIC
AIR COMPRESSOR
ADJ.
ADJUSTABLE
AHU
AIR HANDLER
ALT
ALTERNATE
AMP.
AMPERAGE
BD.
BOARD
BLK
BLOCK
BLK'G.
BLOCKING
C.L.
CENTER LINE
C.ABT,
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
DIl1.
DIMENSION
DISP.
DISPOSAL
DP.
DEEP
DR.
DOOR
D.S.
DOV\,NSPOUT
DTL.
DETAIL
D.V''4`.
DISHWASHER
EA.
EACH
ELEV.
ELEVATION
ENG'D.
ENGINEERED
EO.
EQUAL
EXH.
EXHAUST
EXT.
EXTERIOR
F.G.
FIXED GLASS
FIN.
FINISH
FLR.
FLOOR
FLR'G
FLOORING
FLUOR.
FLUORESCENT
FR. DR.
FRENCH DOOR
FTG.
FOOTING
CA Cr -�I _W1 1
.
GA.
GAUGE
G.F.I.
GROUND -FAULT CIRCUIT
RIS
INTERRUPTER
GL.
G LAS S
GYP. BD.
GYPSUM BOARD
H.C.
HOLLOW CORE
HDR.
HEADER
HT.
HEIGHT
INSUL.
INSULATION
INT.
INTERIOR
LAM.
LAMINATED
LAV.
LA\t'ATORY
LLIN1.
LUMINOUS
h::1.C.
f+v1EDICINE C:' B I N E T
f+:IFR.
MANUFACTURER
P11IN.
MINIMUM
r%4TD.
MOUNTED
iN1TL.
NIETAL
N.I.C.
NOT IN CONTRACT
N.T.S.
NOT TO SCALE
0. C.
ON CENTER
P. L.
PROPERTY LINE
F.B.
PUSH BUTTON
PH.
PHONE
P LYIVD.
P LYV%,'O0 D
PR.
PAIR
PT
PRESSURE TREATED
R.
RISER
RAD.
RADIUS
R!.A
RETURN ,AIR GRILL
REF.
REFRIDGERATOR
REV.
REVERSE
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
SHV\+'R.
SHOWER
SIfV1.
SIMILAR
,GD.
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
GARAGE
WASHER
VV
WITH
VUD.
WOOD
238
WINDOW
VVIH
WATER HEATER
11.1'.1.
WROUGHT IRON
I.V.P.
WEATHER PROOF
F7
iF7 7
E:1 El
i Iii i IIIAL=
---
MISC. I SHEET LIST
RE
AREA
Sheet Number
UGIT
UNIT
UNBIT
UNIT
UNIT
UAIT
TAB
EODAL
1st STY. LI',rING
834
734
734
680
734
834
4550
2nd STY, LIKING
946
901
901
889
901
946
5484
TOTAL LIA'ING 1780
1635
1635
'1569
1635
1780
10034
ENTRY
40
51
51
' 184"
51
40
317
GARAGE
258
250
230
250
230
238
1402
LANAI
41
N,A
NAI
NA
NA.
41
82
TOTAL U.R. 2099
1916
1916
1889
1916
2099
11835
LU Uj
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CODE SUM MARY
APPLICABLE CODES
1. FLORIDA BUILDING CODE 2010 — RESIDENTIAL
2. NATIONAL ELECTRICAL CODE — NEC 2011.
3. FLORIDA FIRE PREVENTION CODE 2010
Sheet Number
Sheet Title
BUILDING TYPE:
2 STORY TOWNHOUSE
Cover Sheet
1
CONSTRUCTION TYPE:
UNPROTECTED, UNSPRINKLED
2
Elevations Side -bear
FIRE PROTECTION RIATING REQUIREtiiENTS:
1st Floor Plan
4
2nd Floor flan
REQUIRED
PROVIDED
1. PARTY AND FIRE bFALLS
2 HR.
2 HR.
2, INTERIOR BEARING WALLS
0
0
3, INTERIOR NON BEARING PARTITIONS PER 705.1.2)
0
0
4. COLUUNIS
0
0
5. BEAMS, GIRDERS, TRUSSES AND .ARCHES
0
0
5. FLOUR/CEILING CONSTRUCTION
14
Separation Wails
7. ROOF / CEILING CONSTRUCTION
0
0
8. E`(TERIOR BEARING WALLS
D�,
Detail Sheet
HORIZONTAL SEPARATION: (PARRALLEL WALLS)
0 ft. to 6 ft (0 % OPENINGS)
1 (0%)
N,,'A. (0%)
OVER 6 ft
0
0
9. EXTERIOR NON BEARING WALLS
HORIZONTAL SEPARATION: (PARRALLEL WALLS)
0 ft. to 6 ft 0 % OPENINGS)
1 (0%)
N%.A (0%)
OVER 6 ft
0
0
Uj
r ..
Sheet List Table
Sheet Number
Sheet Title
0
Cover Sheet
1
Elevations
2
Elevations Side -bear
3
1st Floor Plan
4
2nd Floor flan
5
gess Sections
6
1st Electrical Plan
2nd Electrical Flan
8
Foundation flan
0
Plumbing
10
1st Block Plan
11
2nd Bloch Flan
12
1st Framing Plan
1�
2nd Framing Flan
14
Separation Wails
D1
Detail Sheet
D2
Detail Sheet
D�,
Detail Sheet
LATEST RIV11I01I
DATE TO MASTER:
3/12/13
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ONLY, ANY DISCREPENCIES
TO BE REPORTED TO M/I
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CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
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TO BE REPORTED TO M/I
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70 r /o?/
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CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO M/I
FIONES FOR CLARIRC,ATION!
70 r /o?/
0f
mill ORLANDO
NOW
k AN ROOF HEIGHT
TOP OF ?ND STY.
'IVALL PLATE
2nd STY. FIN. FLR.
+10'-3-3/4"
y
TOP OF IST STY.
BILK. V1141
+9' 4„
F00 SOFFIT
BRACKET- ECS:
SPACED
TOP OF SLAB
(REF. ELEV.)
ELEVATION NOTES:
1. ALL RAISED .AND SCORED BANDS SHALL BE SivfOOTH SAND FINISH.
2, SCORED BAND REFERS TO FLUSH (NOT RAISED) BAND. SCRIBE LIME AT
BAND WIDTH PER ELEVATION.
5. ALL RAISED BANDS SHALL BE FO.AiM OR STUCCO (PER PLAN).
4. CONTROL JOINTS SHOWN ADJACENT TO WINDOWS ON SIDE :AND REAR
ELEVATIONS SHALL BE 6" FROPA EDGE OF WINDOW JAMBS.
5. ALL SECOND FLOOR WINDOW SILLS HEIGHT SHALL BE A VIN 24" A.F.F.
I
ro
FOAM SOFFIT
BRACKET 11
/16" OSB SHE," ""'
GABLE END TRUSS
OR FRAME 'NALL
II8" CEYENT 1
ON PAPER Bk
AIR INFILTRATION BARK
(DESIGN STANDARD: TY•)
1/2' 1
V UNIV FY,ILL
FOARI1'-0" BRACKET(S) CONTROL JOINT TIL. $
1"
TOP OF BLOCK
i
I�
FOAkl SOFFIT uABLE CORBEL
1`4"
BAND AT V
DOOR/QW.
Q i,nuLU D,AHU -
PROJ. BEYOND
STONE
FINISH
l'-0'
If iM I )NPU t I U INI
UNIT
BAND AT
DOOR/WDW.
KEYS
v BAND AT
Z5�-\ K,4\ I U UA
UNITlVC11
BAND AT
DOOR/INDW.
PROD. BEYOND
STONE
PRINCETON
UNIT 111311
BAND AT
DOOR/0V.
J141Y1_ I II YIJII \L MENDS
E � 1
h1_EAN ROOF HEIGHT
'23'-j'
TOP OF 2ND STY.
IVALL PLATE
2nd STY. FIN. Fl -R.
+lo' -g -3f4"
TOP OF IST STY.
BLK.R,ALL
4-4"
-,J-,TOP OF SLAB
+O-0' —
i
CODE SU1r VARY
APPLICABLE CODES
1. FLORIDA BUILDING CODE 2010 - RESIDENTIAL
2. NATIONAL ELECTRICAL CODE - NEC 2011.
3. FLORIDA FIRE PREVENTION CODE 2010
BUILDING TYPE:
2 STORY TOWNHOUSE
CONSTRUCTION TYPE:
UNPROTECTED, UNSPRINKLED
FIRE PROTECTION RATING REQUIREMENTS:
P,EQUIRED
PROVIDED
1. PARTY AND FIRE INALLS
2 HR.
2 HR,
2. INTERIOR BEARING WALLS
0
0
3. INTERIOR NON BEARING PARTITIONS 'PER 705.1.2
i 0
0
4. COLUMNS
0
0
5. BEAMS, GIRDERS, TRUSSES .AND ARCHES
0
0
6. FLOOR/CEILING CONSTRUCTION
0
0
?. ROOF ' CEILING CONSTRUCTION
0
0
S. EXTERIOR BEARING WALLS
HORIZONTAL SEPARATION: (PARRALLEL WALLS)
0 ft. to 6 it (0 % OPENINGS)
1 (0%)
N/A (0%)
OVER 6 ft
0
0
9. EXTERIOR NON! BEARING WALLS
HORIZONTAL SEPARATION: (PARRALLEL WALLS)
0 it. to 6 ft (0 % OPENINGS)
-I (0�)
N/A (0%)
O\FLR 5 ft
0
0
LATEST REVISION
DATE TO MASTER:
3/12/13
0
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PEP, INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO %l l
HONIES FOR CLARIFICATION!
0
Ilii `I ORLAI�iDO
MEAN ROOF HEIGHT —
TOP OF 2ND STY.
WALL PLATE
+18'-9 773'
2nd STY. FIN. FLP,.
314„'.
—
TOP OF 1ST STY.
—ELK. WALL
44,
TOP OF SLAB,, _ —
+0'- IF
LEXINGTON
UNIT "All
}'-0°
,MIN, TYP. ,ALL UNI
4GALV, 1,11. OFF -RIDGE VENT I
12
SHINGLE ROOF hNG
PRINCETON
UNIT „E3°'
4' GALV. MTL. OFF -RIDGE 1+'ENI
SHINGLE ROOFING
4'-0' 4'-0°
MIN. TYP. ALL UNITS ,I MIN. TYP. ALL UNITS
SLOPE 5:12
SHINGLE ROOFING
TRENTON
UNIT „Ci,
GALV. M1. OFF -RIDGE VENT �®
4'-0" 4'-O„
MIN. TYP. ALL UNITS tmK TYP. ALL UNITS
SLOPE 5:12
PRINCETON
UNITVIB17
4' GALV. l?TL. OFF -RIDGE VENT
-D4'-0"
MIN. TYP. ALL UNITSI MIN. TYP. ,ALL UNITS
SHINGLE ROOFING
8°W. SCORED LINE
,ALONG SOFFIT - TYP.
TEXTURED WALL FINISH TEXTURED FINISH 2' p TEXTURED WALL FINISH _H I I
PRINCETON
UNIT "B"
GALV. ?,ITL. OFF -RIDGE VENT
0"W. SCOPEDiL
/
BAWD A
4'-0„
MIN. TYP. ALL UNITS
LEXINGTON
UNIT "A"
4' GALV. MI. OFF -RIDGE �iEN7
Effi2'-h" DOOR/44D1"�. 2, a„
TEXTURED WALL FINISH
U J
SQU,ARE_HOOD r_3 r_3
U
ROOF VLN I
SLOPE — —-- 5: ------
-----------
------- --- — — — — — — ——
--———————————
------------- — — ----
C.J. ---- —
C.J.
TEXTURED WALL FINISH
TEXTURED WALL FINISH
8"W. SCORED
BAND AT
DOOR/UDPG.
TE
T
8"W. SCORED
BAND AT
DOOR/W'DW.
U
— — — — — — SQUARE HOOD
C.J. SLOPE 5:12
17 r ��TT -I F7
I �
'
co
TEXTURED INALL FINISH
,MEAN ROOF HEIGHT
AL3' S°
TOP OF AND STY.
_h'IALL PLATE
+18'-9 7/8”
2nd STY. FIN. FLR.
\ TOP OF IST STY.
BILK. V ALL
OP OF SLAB
+0 -D
(REF. ELEV.)
SIDE ELEVATION B - "LEXIN"GTON" UNIT,
LATEST RE\, !SIGN
DATE TO MASTER:
3/122113
O
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PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO M/I
HOMES FOR CLARIFICATION!
a
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a
2 of 14
M/IORLANDO
%.JIVI I T_► u1,41 1 u LJi M I I L_.; %allmt i v
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NICHE�
D"ETAIL
UNITS "B° / "C" / "D°
OPNG, NOTE
36718x63
WITH x HEIGHT
(IN INCHES)
AREATAB
II
®
UNIT
UGIT
UNIT
B
UNIT
C
UNIT
B
UNIT
A
BLDG.
TOTAL
1st STY. LIVING
834
734
734
680
734
834
4550
2nd STY. LIV'INC
946
901
901
889
901
946
5484
TOTAL LIVING
1780
1635
1635
1569
1635
1780
10034
ENTRY
40
511
51
84
51
40
317
GARAGE
238
2301
230
236
230
238
1402
LANAI
41
NAI
NA
NA
NA
41
82
TOTAL U.R.
2099
1916
1916
1889
1916
2099
11835
1 st STY FLOOR PLAN NOTES:
1. ALL INTERIOR FRAME WALL ARE DRAWN AND DIMENSIONED TO BE 3 1/2' WIDE UNLESS OTHERWISE NOTED.
2. ALL EXTERIOR BLOCK ARE SHOWN AND DIMENSIONED TO BE 7 5/8' WIDE UNLESS OTHER4ISE NOTED.
3, ALL FULL HEIGHT BLOCK WALLS WITH NO OPENINGS BTWN, GROUTED FILLED CELLS ARE CONSIDERED SHEAR WALLS.
4. % INDICATES FRAME BEARING WALL. WALLS DO NOT REQUIRE UPLIFT CONNECTORS DUE TO WALL
SUPPORTING GRAVTY LOADS ONLY. ALL UPLIFT LOADS ARE HANDLED BY QUICK -TIE INSTALLATION. SEE SHEET 11 FOR
ADD'L, INFORMATION
5. 0 INDICATES FILLED REINFORCED VERTICAL BLOCK CELL - CONT. FROM FOOTING TO C.M.U, TOP COURSE
5. INDICATES 8" CNIU WALL. TOP OF +9'-4" ABOVE TOP OF SLAB.
7. INDICATES 2 -HR. FIRE SEPARATION WALL BT14N. UNITS. SEPARATION 'WALL CONTINUOUS FRONT TOP
OF FIRST STORY SLAB TO UNDERSIDE OF SECOND STORY ROOF DECKING, NO ELECTRICAL, PLUMBING, MECHANICAL, OR
OTHER BLDG. SERVICE SHALL BE 'MTHIN OR PENETRATE THE SEPARATION WALL.
8. PROVIDE UL TESTED FIRE CAULKING ON ALL ELECTRI CAL,PLUM BING AND MECHANICAL PENETRATION THROUGH RATED
WALLS AND CEILINGS
9. VENT DRYER TO OUTSIDE THROUGH ATTIC OR WALL.
10, PROVIDE 24",N. WALL CAVITY, VOID OF STUDS, BEHIND WASHER FOR PLUMBING BOX AND STACK.
11. PROVIDE 12"w. WALL CAVITY, VOID OF STUDS, .AT SHOWER CONTROL VALVE LOCATION,
12.INSTALL TEIIPERED GLASS IN ALL SHOWER ENCLOSURES AND HAZARDOUS GLAZING LOCATIONS.
13. Ea]
'{.;{ - INDICATES WND PRESSURE IN P.S.F. FOR `INDOW OPENING.
14. "FLR'G LINE" - INDICATES CHANGE IN FLOOR FINISH.
15. REFER TO CONTRACT CHANGE ORDERS FOR FLOOR FINISHES.
16. PROVIDE PORTABLE FIRE EXTINGUISHERS (FE) W/ WALL MOUNTED HANGERS AT LOCATIONS SH01lk
LATEST REVISION
DATE TO MASTER:
3/12/13
0
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CON!STRUCTIGN SH,kLL BE
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ONLY, 4,NY DISCREPENICIES
TO SE REPORTED TO Mil
HOMES FGR CLl',RIFICATION!
3 of 14
M/I ORLANDO
'�'_n'
va14a a 1-1 uIN1 I ® UINI 1 ® UMI I V UIN1 I D 1III-✓1141 a r-1
ONE-HOUR, RATED 7/16" FIRE RETARDANT SHF ATHING
11' iIINMflIN,i FA C'If1F_ /_lF C' F i)ADA TI/)NI I,UAI I
?'8" EXT, PORTLAND CE`,riENT
PLASTER ON PAPER BACKED
EXPANDED METAL LATH ON T WEK
BOLT INSTALLATION MOTES;
;t 8"L. THREADED ROD W;' 1" RND.
r +
PLUMB'G
STACK
24' VOID
'1..ASHER
BOY
PLACE DEL. —V v � DBL. 1, ALL
STUD ADJ. TO STUD
VENT PIPE
0"T' SP" A 0 1 N (03"'
DETA IL Oa WAS H E R
WASHER
SET IN EPDXY FILLED 5/'8DIA. DRILLED &I
CLEANED HOLE (4" �'IIN. EiMBED INTO Ci�iIU WALL)
3"TIN. EDGE DISTANCE
BONS SHALL NOT BE INSTALLED IN A HORIZONTAL LINE ON OPPOSITE SIDES OF SEPARATION
WALL - STAGGER 4" VERTICALLY FROM BOLT ON OPPOSITE SIDE OF W, ALL
Ilm"T L
wl� wk a ISO$ EARN MAIM, I I=
SCALE: 3"=1'—O"
0 FP' N G. N 101 T F
387!8x63
WIDTH x HEIGHT
(VINCHES)
WALL LE(GNEND_
® INDICATES 2x4 BEARING WALL `V QUICK TIE SYSTEM HOLDDO'NNS FROMTOP OF 1ST
STORY BLOC!'t WALL TO SECOND STORY TOP PLATE. SEE SHEET 11 FOR ADD'L.
INFORMATION
INDICATES 2x4 BEARING 'WALL ABOVE LAM. BEAM. PROTIDE STRAPPING PER DETAIL
#5 ON SHT. 121
INDICATES 2—HR. FIRE SEPARATION ViALL BTVVN. UNITS. SEPARATION WALL
CONTINUOUS FROM TOP OF FIRST STORY SLAB TO UNDERSIDE OF SECOND STORY
ROOF DEC(IiNG. NO ELECTRICAL, PLUMBING, IMECHANICAL, OR OTHER BLDG. SERVICE
SHALL BE 'f`BTHIN OR PENETRATE THE SEPARATION WALL. REFER TO SEPARAI 01v1
','TALL DETAIL(s) FOR ADDITIONAL INFORGLATION.
A
A
REA
T
UNIT
A
UNIT
B
UNIT
B
UNIT
C
UNIT
B
UNIT
A
BLDG.
TOTAL
1st STY, LIVING
834
734
7341
6801
7341
834
4550
2nd STY. LIVING
046
901
9011
3391
9011
9461
5484
TOTAL LIVING
1780
1535
163: 1
155,31
1635 1
'1 301
10034
ENTRY
40
51
511
841
511
40
3"17
GARAGE
2381
230
2301
236 1
2501
2381
1402
LANAI
411
NA
NAI
NAI
NA 1
41 1
82
TOTAL U.R.
2099 1
916
1910
1889
1910
2099
11835
SECOND STORY PLAN MOTES.
1. DRYER VENT BOX — VENT THRU ROOF.
2. 24" W. 'HALL CAVITY, VOID OF STUDS, FOR
WASHER BOX AND STACK.
3. 12" IN. ++VALE CAVITY, VOID OF STUDS, FOR
SHOWER VALVE AND/OR HEAD.
4. H,ARZARDOUS GLAZING LOCATION, INSTALL TEMPERED
CLASS IN ALL SHOWER ENCLOSURES AND/OR !vllVDOIINS.
5. DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM
CALCULATED DI JENSIONS ONLY. ANY DISCREPENCIES
TO BE REPORTED TO M/1 HO,',dES FOR CLARIFICAilOAI.
ALL FRAM" WALLS ARE DRAWN AND DIMENSIONED
TO BE'5 112' WIDE UNLESS OTHER'+VISE NOTED.
0. PROVIDE DRAIN PAN BELOIN EACH WASHER. DRAIN
LINE TO EXTERIOR.
PROVIDE 2:•:4 AT 24" O.C. VERT. LADDER BLOCKING
AT INTERSECTION OF INTERIOR TO EXTERIOR FRAME
'NALLS F0 R INSTALLATION OF INSULATION.
LATEST REVISION
DATE TO MASTER:
3/12/13
00
00
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ONLY. 'VMr' DISCREPENCIES
TO BE REPORTED TO Mil
HOMES FOR CLtRIFICATIOM
A
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9
4 of 114
Mil ORLANDO
FACE OF STUD WALL
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GIRDER PER
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RISERc
CO,xNNECT CARRIAGE TO LEDGER IN/CD
1/2" DRrNALL
- _j
5 1,12" UNDER STAIRS- y -J
"X'
i CARRIAGE
TYPE IN
\2x12
GARAGE
SPACER AT
®f =
i SIDE WALLS
T_
IQ J
__j
I I
II
y-
I
7 -J GARAGE
SPACER, .AT SIDE MALLS
S - _j FLOOR
/ I COIxN1EGT SPACER TO E.A. STUD
---'-------------- -----
—— — — —— — —
SEE SECTION / DETAIL SHTS. FOR ADD'L. INFORwMATION
j/4' PLYWD. ON
2x12 FRMG
AT TREADS
:n
c.n
ry
5
i42'H. KNEE WALL
3,_)"
(5) RISERS
BEYOND-
1xiO STRINGER.
' )NOSING \
3/4" PL
RISER
2x12 TREAD
2x12 CAR,RI,ACE
W/ SPACER, AT
SIDE WALLS
PER PLAN
UPPER LANDING
Jx STAIRS TO BE
SUPPORTD BY
GIRDER, A0iE
3/4" PLr,',0. ON
2x3 JOISTS
AT LANDING
0
o
0
CD
0 0
O
STAIRSECTIONATUNIT " B" _
SEE SECTION / DETAIL SHTS. FOR ADD'L, INFORMATION
3/4" PLYWD, ON
2x8 JOISTS
AT LANDING�1-2,: ;-FULL HT.
/_(4) RISERS ','+.ALL
/ BEYOND
77177—
TOP OF LANDING s RAILING
3'-5 1/2" 10" OPEN RAILING
O,N CURB
z �
3/4" PLYWD.
co M RISER
2x12 TREAD
2x12 CARRIAGE
W/ SPACER AT
SIDE WALLS
PER PLAN
STAIR SECTION AT UNIT "C"
SEE SECTION / DETAIL SFITS. FOR ADD'L. INFORMATION
TOP OF LANDING
Z�;
3,4" PLYWD. ON
2x8 JOISTS
AT LANDING
TYPICAL
A SECTION AT
HANDRAIL
1 112" DIAMETER CONT, BALUSTER SPACING LESS THAN 4" DIA. SPHERE
HANDRAIL BOTTOM RAIL LESS TAHN 2" DIA. SPHERE
M/I HOME TYP, STAIR TREAD AND RISER CALCULATION
CONCRETE SLAB TO 3' PLYWOOD SECOND FLOOR HT. = 128.75" / 17 RISERS = 7.57" RISER
TYP, RISER -7,57"
TYP. TREAD =10"
REFER TO FLOOR PLAN FOR STAIR CONFIGURATION
LATEST REVISION
DATE TO DIASTER:
3/12/13
HANDRAIL WITH CIRCULAR CROSS
SECTION DIAMETER BTWN, 1 1/2"
TO 2", OR PROVIDE CROSS SECTION TOTAL STAIR RUN
OF EQUIVALENT CRASPABILITY TREAD (NOT INCLUDING NOSING) = 10" 'NIDE�
S/4" PMliOOD
PERFORh,1ANCE-2x3 BLOCKING BEHIND HANDRAIL 1° NOSING;� FLOORING
TOP AT 39" ABOVE EDGE OF TREAD
FLOOR TRUSSvCN
,NAIL (2)2x4 TO BOTTOM OF
X"�Z'
/ i ��FLOOR TRUSS 12" OP, LESS IN
��. 1xi0 STRIPIGER / DEPTHLLI
i" NOSING
2x12 TREAD / 2x3 STAIR LEDGER CONNECT TO
o FLOOR TRUSS 'V/ (2)103 NAILS .AT
314" PL�,,A,@. i b' O.C. MAX. OR EQUIVALENT
O
00
cfl z ccso
1— M
U �i
O
{� o''
®� �� c "-
C6
a-
® r
RISERc
CO,xNNECT CARRIAGE TO LEDGER IN/CD
(2)iO3TOE-NAILED CO�u11dONS
'-�,
0 1 z STAGGERED EA. SIDE
o '--CONNECT PLYIND. RISER, TO
z z ~ m R ?READ 4'ITH (4) 33 NAILS
®f =
C J
'x12 CARRLAGE .AT SIDES AND
uj -
o m CENTER OF STAIRS PITH 2x6
°
SPACER, .AT SIDE MALLS
/ I COIxN1EGT SPACER TO E.A. STUD
a
4 (2) 10(, c0, I„ ONS
w/ � �
_0
2x4 P.T.
KICK PLATE
_
Lij
NOTE: PICKETS SHALL BE PLACED NO
GREATER ?HAP! 4" O.G. �
TYPICAL
PICAL STAIR SECT10N
SCALE: N.T.S.
Lu
HANDRAILS FOR STAIR\t�/AYS SHIA.LL, BE CONTINUOUS
�I
FOR THE FULL LENGTH OF THE FLIGHT, FRON/I A POINT DIRECTLY
DO NOT SCALE PRINTS!
ABOVE THE TOP RISER 'OF THE FLIGHT TOA POINT DIRECTLY
CTIOSHALL BE
PERrIN ICATED�IDMENSIONS
ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO M,l "I
HOMES FOR CLARIFICATION!
BE RETURNED OR SHALL TERMINATE IN NE�I%fEL POSTS OR SAFETY
TERMINALS. HANDRAILS ADJACENT TO A ��s%°ALL SHALL HAVE A
�
SPACE OF NOT LESS THAN 1-1 /2" (331` N/li) SETS°,%`EEN THE WALL
9
AND THE HANDRAILS
0
5 of 11
M/I ORLANDO
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CJI II r f -x L.JIVI I ID UIVi 1 ® UINI I u uV41 1 D vIV1 1 r--%
ELECTRICAL LEGEND
b
STANDARD SWITCH
Q
3 WA)' SWITCH
4 WAY SVMCH
DIMMER SWITCH
LLO
PUSH BUTTON
W
cflW�
DUPLE( OUTLET
G.F.I. DUPLE( OUTLET
CFI
WATER PROOF/G.F.I. DUPLEX OUTLET
220
220 VOLT OUTLET
CLG
CEILING MOUNTED DUPLEX OUTLET
Uc
1.
UNDER COUNTER DUPLEX OUTLET
C?� I
CLG. MOUNTED OUTLET FOR GAR. DOOR OPENER
<
PRE -WIPED JUNCTION BOX
❑D FAIN
F.W.
PRE -WIPED FAN JUNC110N BOX
-`rte
CEILING MOUNTED LIGHT FIXTURE
-�- P
CEILING MOUNTED -VAPOR PROOF LIGHT FIXTURE
ATTIC F.C. LGT.
ATTIC PULL CHAIN
RECESSED LIGHT FIXTURE
*lp
RECESSED -VAPOR PROOF LIGHT FIXTURE
`-O
WALL MOUNTED LIGHT FIXTURE
COACH
L.T.
COACH LIGHT (PRE -WIRE AS NOTED)
FLOOD LIGHT
1'x4' FLUORESCENT LIGHTING
0 1X4
0
2x4
2'x4' FLUORESCENT LIGHTING
FLUORESCENT STRIP
C C
UNDER CABINET FLUORESCENT STRIP
¢ Q 4 4
WALLMOUNTED INCANDESENT STRIP
E. F.
EXHAUST FAN
E, F.
LITE
EXHAUST FAN WITH LIGHT
S
SMIOKE DETECTOR, OR
SMOKE/CARBON MONOXIDE DETECTOR COMBO
O
SPEAKER PRE -WIRE
ELECTRICAL PANEL
E=h
A/C DISCONNECT
Lbw
ELECTRICAL METER
Pr
TELE 9SION OUTLET
TELEPHONE JACK
�m
�IL�i4'IORK JACK
ELECTRICAL NOTES:
1. ELECTRICAL LAYOUT SHOINN IS SCHEiM.ATIC. ELECTRICAL CONTRACTOR SHALL
VERIFY THAT ALL ELECTRICAL INSTALLATIONS .MEET ,ALL APPLICABLE LOCAL,
STATE .AND 2008 NEC.
2. ALL FAN, PHONE .AND T.V. PREIMRE LOCATIONS SHALL BE DETERMINED A
VERIFIED AT FRE -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 C.F.I.
5. ALL SMOKE DETECTORS SHALL BE HARD WIRED ti EQUIPPED �V/ BAi iERY
BACK-UP 2,c WIRED IN SUCH A MANNER, THAT ACTUATION OF ONE .ALARM
WILL ACTUATE .ALL ALARi\,iS.
6. COMBO SMOKE/CARBON MONOXIDE ALARMS SHALL BE INSTALLED WITHIN
10'-0" OF EACH DESIGNATED BEDR0OtI.
r. ALL EXHAUST FANS SHALL BE VENTED TO THE. EXTERIOR.
8. ALL RECEPTACLES IN DAMP ;AND INET LOCATIONS SHALL SE 'WEATHER
RESISTANT TYPE DEVICES.
O. ALL GARAGE SET W.H. SHALL HAVE PROTECTIVE POST, WHERE NECESSARY.
1
LATEST REVISION
DATE TO k/FASTER:
3/121113
m
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L.Lf
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DO NOT SCALE PRINTS!
CONSTRICTION SH, ALL BE
PER INDICATED DIN-1ENSIONIS
ONLY, .ANY DISCREPENCIES
TO BE REPORTED TO Mil
HOMES FOR CLARIFICATION!
6 of 14
M/I ORLANDO
>LLJ
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CONSTRICTION SH, ALL BE
PER INDICATED DIN-1ENSIONIS
ONLY, .ANY DISCREPENCIES
TO BE REPORTED TO Mil
HOMES FOR CLARIFICATION!
6 of 14
M/I ORLANDO
Vivi I /-1
X100m:il
136'-0"
UINI I -u-
CURB WIDTH AS
STATED ON PLAINS
VARIES VARIES
VARIES
FIN. FIN. -
a" U,AUL s G �A t ro LANAI SLAB z
4'
® I g ® - -' ® OR EIVTP,Y 3-5 BARS
PAVFERS 0 0 � CONT. ON
2-u5 BARS 3- 5 BARS CHAIRS
3-)A5 BARS 1'-10'
CONT. Oli 1'-10" CONT. ON 1'-10" CONT. ON
�CHAIRS CHAIRS CHAIRS RAISE Lu uU B FTG.
T `P. -STY.T°�P" -STS.
AT GARAGE EAT.
SLAB ESE � SLAB ESE � P
`ALL
VERIFY iv/
DOOR 41.ANUF. �
4 11 1 �2ry
BP,,. WALL SLAP`® 'I
/✓ ✓ SLOPE
0 o DRIVE o
® LA (3) -Z's CONT. ; WAY
3-u5 BARS All CN.AIRS'
COI��T. ON 1� 8" i5 CONT.
CHAIRS SLAB B
INT. FRAME BPS, 3 ESE FTS, AT � PATIO/ENTRY
FTG,
�ARA�E ��I� P�I�.
SLAB EDGE
7 112" CURS
VARIES I J VARIES
f5 BAR
4„ Y 7 - lg�:IAI-115
T 24„ O.C.
BARS
2'-0' CONT. ON CHAIRS
I
3A RAISED �,UIPBFTG.
BT N. GARAGE
1 NT, WALLS
VARIES
ro
1 15 CONT.
7I
3 IMT, MON-BRG" SLAB
ATF P n N FTP
jkl
VARI; S
3- 11
�5 BARS
CONT. ON
0 CHAIRS
3a IIT. BLI\, I`LL FTG. AT Sli-JnB
STEP DII'Ho BT N. GARAGE
ADD, UNIT INTERIOR WALLS
�15 BAP,
a AT -f D.C.
4-725 BARS
CONT. ON CHAIRS
I I
TYPICAL FTG,
IN 1. SEPARATION
WALLS
BRG. 2fALL
VARIES
Ls)i• ft��l
3-r5 BARS
CONT. ON
1'_S" CHAIRS
IIT, BURG" VALL FTG.
AT SLAB STEP DN,
S" CmU
WALL /- ,A5 BAR DOWELFIN.t ' �T EA. RLINr.
GRADE FILLED CELL
L9
�
L 9 k T0� FTC,
1 U i -1 1/2" A.F.F.
0 0�j o 0
COPYi �I �' 0° CONT. CONC.
FTC.
sof STEIN WALL DETAIL
AT FNITR
24°x24"x2O" FTG,
W/ 3 #5 EA. )NAY
TYPICAL EDGE
ME
® PIPING
PIPE (6" DLA.
SLEEVE (DIA. LARGER THAN PIPE)
T ;P, PIPE TIHRU FTG,
DETAIL AS RE 'D.
STEtii 1,fOP10
IfOP10 STEl1 EXTEND STLrki '4ALL FTG.
DEPTH OF REBAR 2'-1" INTO 1,10NOLITHIC PAVERS ON
MONOLITHIC SLAB SLAB EDGE
SOIL
EDGE CEh1E,1T/
DGE TO + ,PATCH SAND BASE
BOT. OF STE41 'PALL
To
w
GRADE
45
on
STEM WALL 2'-6"
FTG. PEBARS �o BRICK PAVER DETAIL
STEM WALL FTG. TO MONO
q] AR FDrF TRAKIRITIONI
FOUNDATION NOTES:
1. INDICATES FILLED CELL Wl/ 3,000 PSI GROUT ',Y/ 1-'5 REBAR
UNLESS NOTED OTHERWISE.
?. DO NOT SCALE PRINTS! CONSTRUCT EPOFi CALCULATED DlhiEl`JSIONS
ONLY. ANY DISCREPANCIES TO BE REPORTED TO 1,I/I HOI1iES FOR
CLARIEIC,ATl ON.
J. REFER, TO PLU JBING PLAN FOR FIXTURE, PLUINIBING WALL, .AND CONCUIT UNDER
SLAB LOCA11ONS.
4 AC PADS TO BE 12" `IIIV. CLEARANCE F0,1 SLAB EDGE.
5. T.O.F. = TOP OF FOOTING
LATEST REVISION
GATE TO MASTER:
3/12/13
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DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO Nill
HOMES FOR CLARIV19CATI0N!
1
1
8 of 14
M/I ORLANDO
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DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO Nill
HOMES FOR CLARIV19CATI0N!
1
1
8 of 14
M/I ORLANDO
'`' ' i.! i V 1 1 i..J `J I V I 1 !-!
LINTEL NOTES:
1. REFER TO PLAN(S) FOR BOTTOM OF LINTEL HEIGHTS.
2. CONCRETE IN LINTEL SECTIONS SHALL BE 3000 PSI G) 28 DAYS
3. REBAR STEEL SHALL BE MIN. CRADE 40 DEFORMED.
}. LINTELS MANUFACTURED BY QUALITY PRECAST ARE ACCEPTABLE PER FL.
PRODUCT APPROVAL.
5. ADD'L CONC. FILL W,/ 1-,5 BAR IN "U" LINTELS IS ACCEPTABLE
BUT NOT REQUIRED FOR LINTEL SECTIONS #2 .AND #2R.
LINTEL SECTIONS:
PRECAST "U" LINTEL
12" ON TOP COURSE FILL -
Wj' CONC. 1-m5 _' rr
(f411N. 6-1/2" BRG. ON ENDS)
8"1. RECESSED PRECAST --J
01 1 U° LINTEL -UNFILLED W/' 1-J5�
1 (MIN. 6-1,,"2" ERG. ON ' ENDS) OIR
8'H. KNOCKOUT CIAU TOP
' COURSE FILL W/ CONC. & 1 -
FELT PAPER OR SCREEN
O
UNFILLED CI,IU COURSE(S)
`V 8'H. PRECAST "U" LINTEL -
UNFILLED
1 (MIN. 4° BRG.ON ENDS)
8"H. RECESSED PRECAST
"U° LINTEL -UNFILLED
2 (MIN. 4" BRG. ON ENDS)
s . 8'H. KNOCKOUT CMU TOP e a
- COURSE FILL iW/ CONC. 2c1 -#'S
---
8"H. PRECAST OR PRESTRESSED
'U"
8"H. KNOCKOUT CITU TOP
LINTEL -FILL W/ CONC. & 1-45
��,f
1 " 1 (MIN. 6-1/2" BRG. ON ENDS)
8"H. RECESSED PRECAST
L - - - - J
"U" LINTEL -FILL W/ CONC. & 1-#5
(MIN, 6-1/2" ERG. ON ENDS)
O3R
#3 STIRRUPS Pi/
8°H. KNOCKOUT CMU TOP L;'
COURSE FILL ',Y/ CONC. & 1 -?,5 --
9
CMU COURSES) ,ILL
CD W/ CDNC. o
8" H. PRECAST OR PRESTRESSED
"U" LINTEL -FILL W/ CONC. & 1-�5L".-
(MIN. 6-1; 2" BRG. ON ENDS)
8'H. RECESSED PRECAST L _ _ _ _ Jl
0�� U" LINTEL -FILL W/ CC,NC. I. 1-&5
{ 4 1 (HIN. 6-1/2' ERG. OWN ENDS) @4R
1st STY. MASONRY PLAN
LATEST REVISION
DATE TO MASTER:
3/12/13
0
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CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
ONLY, 4NY DISCREPENCIES
TO BE REPORTED TO M 'I
HOMES FOR CLARIFICAflON!
h
10 of 1
Nlf I ORLANDO
8"H. KNOCKOUT CITU TOP
COURSE RLL N/ 30DD PSI CONC. ? 1-#5
#3 STIRRUPS Pi/
ACI 180 HOO`Kl
oTZI16°
O.C.
LLw,II
8°H. PRECAST OR PRESTRESSED
N1
16
"U" LINTEL -FILL W/ 3000 PSI CONC. & 1-#5
5
(MIN. 6-1/2' BRG. ON ENDS)
}
I
4"H. CMU FILL VI/ CONC. - NO
COLD JOINT
_
i��®I{ '
3"H. PRECAST ''U" LINTEL
J
0,11 TOP COURSE RLL
I
ly,, CONC. 2 -#5
(hd@I. 6-1'2BRG. ON ENDS)
-
23 STIRRUPS 1V/ ACI 180'
6
HOOK 9 12' C.C.
1st STY. MASONRY PLAN
LATEST REVISION
DATE TO MASTER:
3/12/13
0
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PER INDICATED DIMENSIONS
ONLY, 4NY DISCREPENCIES
TO BE REPORTED TO M 'I
HOMES FOR CLARIFICAflON!
h
10 of 1
Nlf I ORLANDO
- vs 11 ' L_.0 a.ra I a r1
LINTEL NOTES:
1. REFER TO PLAN(S) FOR BOTTOM OF LINTEL HEIGHTS.
2. CONCRETE IN LINTEL SECTIONS SHALL BE 5000 PSI s 28 DAYS
3. REB,AR STEEL SHALL BE MIN. GRADE 40 DEFORMED.
4. LINTELS MANUFACTURED BY QUALITY PRECAST ,ARE ,ACCEPTABLE PER FL.
PRODUCT APPROVAL,
5. ADD'L CONC. FILL IN1' 1-#5 BAR IN "U° LINTELS IS ACCEPTABLE
BUT NOT REQUIRED FOR LINTEL SECTIONS #2 AND #2R.
LINTEL SECTIONS:
8"H. PRECAST "U" LINTEL
ON TOP COURSE FILL
591
CONC. 1-#5 ; I
(MIN. 6-1/2" BRG. ON ENDS)
8'H. RECESSED PRECAST
'U° LINTEL -UNFILLED W,/ 1- 1R
(MIN. 6-1,/2" BRG. ON ENDS)
8"H. KNOCKOUT CMU TOP
COURSE FILL IN/ CONC. & 1-#5
FELT PAPER OR SCREEN
0 0
UNFILLED CMU COURSE(S)
N
8"H. PRECAST "U" TLINTEL-
711i
UNFILLED
(MIN. 4' BRG.ON ENDS) I
8'H. RECESSED PRECAST L _ _ _ _ J
"U" LINTEL -UNFILLED
0 (MIN, 4' BRC. ON ENDS) C2P,)
fo
8"H. KNOCKOUT CMU TOP
COURSE FILL IN/ CDNC. & 1-95 =-
8'H. PRECAST OR PRESTRESSED °
U' LINTEL -FILL W,/ CONC. & 1-�5 TO:T/
° (MIN. 6-1/2" BRG. ON ENDS)
8'H. RECESSED PRECAST
'U" LINTEL -FILL W/ CONC. & 1-#5
0 (MIN. 6-1/2" BRG, ON ENDS) cll-R
I
8'11. KNOCKOUT CN1U TOP—
COURSE FILLPf,T CDNC. & 1-#5 - -
CMU COURSES) FILL
W/ CONC.�
o co
PRECAST OR PRESTRESSED
;I U" LINTEL -FILL IN/ CONC. & 1-#5
®I (MIN. 6-1/2" BRG. ON ENDS)f
8'H. RECESSED PRECAST
'U" LINTEL -FILL W/ CONC. & 1-#5
4 (MIN. 6-1/'2" BRG. ON ENDS) 011R
ixniiillVlii
LATEST REVISION
DATE TO MASTER:
3/12/13
9
9
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CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO M/I
HOMES FOR CLARIFICATION!
11 of 14
M/1 ORLANDO
8"H. KNOCKOUT CMU TDP
COURSE FILL W/ 30D0 PSI CONC. 1-#5
N
#3 STIRRUPS W
ACI 180 H00l�
o
•I
16' O.C.
8"H. PRECAST OR PRESTRESSED
U" LINTEL -FILL W/ 3000 PSI CONC. & 1-#5
(MIN. 6-1/2' BRG. ON ENDS)
4"H. CMU FILL IN/ CONC. - NO
COLD JOINT
�I}'
�8"19. PRECAST "U" LINTEL
f
ON TOP COUP,SE FILL
`v
W/ CONC. 2 -#5
(MIN. 6-1/2" BRG. ON ENDS)
-
#3 STIRRUPS 1' / ACI 180'
6
HOOK @ L' O.C.
ixniiillVlii
LATEST REVISION
DATE TO MASTER:
3/12/13
9
9
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DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO M/I
HOMES FOR CLARIFICATION!
11 of 14
M/1 ORLANDO
DRE-ENI"
E ENIOINEEFED RC'OI[ °H[T'��I '-T�A�F'
TFUSS OP CII`l, J Illhl, _HEC IL= ::T BF GIII AT B �: FRAll a- } _. hi OSB
F A6,1EC PAF -EF — FL=IO'R TFI SES ( 4S C. C. 11A Ih+ SNE'IHII'!G E'. SIDE I 'CI`Il'IECT TO 2'(4 ,bi
LPLIFT OF NAI
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4 1. CUNT Rlh� EOiRE OR
SIP,iF�,l+i! "META L," _��, hoz i 11SSES ='ER PLAN, � �^CiJI'IE. T E". END 3A iS-i_I_11,1 C' EA, OOF'G.r 21i[id
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FAQ _ [
OF ELO�_N: Bl"AD 1 `2" FFO',1 FACE
2" MIN. DIMENSION SIIIPSOI hE a2rr' ap,CH'SR
>'�Ic BLoc� ,� , L i> ALTERNATE
/ ,T EA. L uF TFUSS E!_'',IDr SlIMPSCI -1 T�.�,I Ai'ICH=R .'T
_h{L ',;LL TO STRAP FROMFILL ALL NAIL IDLES
FACE OF BLK. WALL 1 CLC_ 14 . - P�+ ,IDE LID '?:4 BRACING BTWN.
1 DII:'EP IIId T�_I S7RAF TRT. EL;I BT'';`11 FJSSS TUP B(CT.
FRIT',{ _ACF ' BLP. ,'�a_�� HI�RL�� FLIR �IAILI�II FILL �L� I'I�IL FLR, TRUSSES
TYPICAL TRUSS TO TYPICAL FLR, TRUSS I SEAM HOLES
BLOCK WALL CONNECTION PERPENDICULAR TO CMU FALL PERIMETER FALL DETAIL
12 L`,LES� ER'r,'ISE F,��_;TE I Oar, -HE PLAr, 12 �2 'i TRUSSES PARRALLEL TO WALL
-� UPLIFT STRAP CONNECTION
"
UPLIFT LOAu REGUIRE11E111 CET1�IIlED Lp IP1 SCALED
I_ERIII_ _I r'S'411i '(Jh1 T�L`: IIAI`IUF.
J 11_ESS l_ITI-ER''t,'ISE i;GTED 0 -HE P -AN
E�rOp
IC DF
LAI
G FOIEF EL SS
DL'' I`1
dA�ISER , _.[
3 FL's S IiP9CI ; Li�I `
T?J
JFLIFI,
FLAT o"'IRIDER TRUSS
TO CMU WALL
"Cir,". BLOCK
I „
1 I.IFS IJ "PT -k
HC
HANGER CONNECTION
AELE END FLR. TRUSS
v'.1. B- 41:1 PEP FLAN
P ARRAL EL TO Vq,Al--
- SETBACK FA, -'-E
TRUSc _P. BEAI,I 1
FROIn ACE OF 3LGCp;
I::1SC11 "HE A u° alb OR
JD�IMEaNSICONJTO� T 24 C I - PROVIDE
b_T',TI. TRUcc TOP
STRAP FROM FACE 1, B''T CH FFOR NAILING
OF BLK. WALL 1 FI ALL NAIL HOLES
12 PARALLEL WALL
UI -ii -ESS I_ITHEF�I?ISE `dC'TEOI CIP,' THE -'L ;N
SIMPSON 1STA12' OR QUICK -TIE 'LS12" FLAT STRAP
CONNECTING EA. 2ND STY. STUD TO TOP PLATE
CENTER STRAP ON BOT. OF TOP PLATE
41DIN. OPENING
PER PLAN
-1JO.
'44'AL,
'6' CF FLOOR
TRUSSES ')V IN
SPAN BF.; =ILL
ALL 1v.iL H_I-ES
�I!IGtiL`l HET�TrI„
aT L4. FLF IFU``
FILL ALL I;. -+IL HOLES
FLR. TRUSS TO CMU FALL
12 STRAP CONNECTION
MIDSP,AN BEARING CONDITION
%_01111 1 iJ
L'.L BEAI;' GRREIEP,
T�,ILSS
PER PLAT-,
COhP._ BLOCk ','dAL_
SIII FS )N `H76 H LDC �iPl
Ill `I THREADED R1I
BLI�. ''IIA L SET IN F FILED
Hl ',4 " E,L'I'l. EIdEEC
FIL_ ALC P 11L lu_ES
SEAM / GIRDER TRUSS
6
TO CMU WALL
12 STRAP CONNECTION
DBL. STRAP AT 3 SLI 1`3 DF'.
EA. SIDE OF CPNG. FEAT _ L_r _,SSS
CIL SEPARATION
';TALL BTYIN. UNITS ,,
"IF -EF _FISS CF '=LA LIR-IER T�Lcc
l-, ��'II�=:. ELS__:'<. - -
L . FL�,_F [
yl is
Ivi-. S, L _..I
'�:I IP,h;EFS TO'C�UJI I, �II''IE F„ I�E. I•� l`1ECINIC"IFF'
^,
i� II ,LL
l
E,aiS L c [P- PFC"IDE 'U. IlS ':; / w 1, 14 ' [
i
� , I � D T.' --,I L I; �
H,iI E . r!C TRUSS- _ 11 -1 ,INC' _R
F'C'fF _FJS �F L I CLUB ,-
CONNECTOR VARIES -SEE c loch'. S6`.'
BE�.i FEF FL,Pd — �I ��I FJ4 -14'IGER
PLAN FOR IiNFORMATION OII,IFJ;T;Ipd "HT-1r�" SihN= IIP, "HTTIr" FIj �� ' I ;) P _ S`I Cd h�IL�,
L „i ;id NAILS TCI T�.I_IS,S, F I � -
SIMPSON "LSTA12° OR QUICK -11E IS12° FLAT STRAP " T--�E T�-C' ' C h/ 5 THF G � �� -O TFLSS
CONNECTING E.A. 2ND STY. STUD TO GIRDER TRUSS OR T GLH. sl I_E F_11 �H EK , : GILLED
F !' RLL G �CLE
BEAM. CENTER STRAP ON BOT. OF TRUSS OR BEAM `" hill,. Eb'=SEG FI_L� AftI�,,�.��'_ NO,LES �
FIL, ALL 'J,'11- HOLES
"D STY GIRDER TRUST` �'
S O 10 TRU�� TO AMU BALL r I TRUSS TO CI'i.� 'i�ALL
�� OR BEAM STRAP CONNECTION I' �2 ' ^I I�� , � �
C00MIN TO SLAB LCiINECTIGN I�
HANGER I� N,ANERuONfECTIOI
1st STY. FRAMING PLAN
F AIEIIPIG PL-kN MOTES:
1, PER4;IA;MENT OR TEMPORARY BRACING OF TRUSSES PER 91891. ANY ADDI ONAL TRUSS BRACING
REQUIRED 111_1_ BE DETERMINED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS DIAGRAMS.
=. ALL TRUSS TO TRUSS CONNECTORS TO BE SUPPLIED SY TRUSS ,MANUFACTURER,
3. INDICATES 12 SYP OR BETTER 2x4 BLKG, AT 48" O.C. 13TI&I. TRUSS BOT. CHORDS
��Wf (2)-15d CO',MMONS TOE -NAILED EA. SIDE. (i fP. AT iST (4) TRUSS BAPS AT ALL
GABLE ENDS UNLESS OTHEP,1'IISE SHO I[N ON THE PLAN)
4. ALL OVTRHAINGS TO BE 12° UNLESS OTHERYIISE RIOTED ON FRAMING PLAN OR ELEVATIONS.
5. PROMDE II.IIiV. (2)-i0d TOE -NAILED COMMONS AT EA. TRUSS BEARING BOTTOM CHORD TO TOP
PLATE AT ALL FRAME BRIG. ',VALES. (ADDS 150 LES UPLIFT CAPACITY TO STRAP CAPACITY)
5. ALL INTERIOR FRAME BEARING WALLS SUPPORT GP,AVITY LOADS ONLY (iNO UPLIFT CONNECTORS
REQ'D.)
I FLOOR TRUSS TOP CHORD EEAP,IING CONDITION ON i3" Da. GIRDER TRUSS OR BEAt{
S. 1ST STY. 0R 2ND STY. PLUMBING WALL, TOILET, OR FLOOR FIT'RI NG.
1 _ ��E c � o � o [
9. PRO r1uE .4C DUt, I �,UIN IH.,U FLOOR TP,US��� ,liA;tN1IIZ� OPENING AT C��NTE„ O. SPAIN
IO.PROMDE 2x12 LEDGER (BOTTO,,H AI TRUSS BRIG. HT.) INS (i0) i0d NAILS AT EA. VERT. STUD.
i L PRO ,1DE 2x4 LEDGER AS REO'D. FOR FLOOR DECK NAILING,
_
' � —
I .ALL GIRDERS SL IO;14iN SINGLE PLY. FOR CLARITY - SEE TRUSS ENCINEERING FOR REQUIRED NUMBER
OF PLIES.
DE -SIC -NI LCIIADS:
ASPHALT SINGLE ROOF LOADS:
LIVE — 20 PSF.
DEAD — 17 PSF. (T.C. — 7 PSF.), `B.C. — 10 PSF.)
CEMENT TILE ROOF LOADS:
LP.'� 20 PSF
DEAD — 25 PSF. (T.C. — 15 PSF.), (B.C. — 10 PSF.;)
DESIGN DATA — Ill LOADS:
n ULTIMATE DESIGN ' IND SPHED (VUIQ 140 114PH
• NO;dINAL DESIGNI WIND SPEEEO (Vasil) = 108
• RISK CATEGORY II
e WIND EXPOSURE = C
• ENCLOSURE CLASSIFICATION = ENCLOSED
o INTERNAL PRESSURE COEFFICIENTS = +/— 0.18
• CO,1vIPO;NENTS & CLADDING PRESSURES = REFER TO TABLE SHEET D-1
FLOOR LOADS:
LIVE — 40 PSF.
DEAD — 15 PSF (T.C. — 10 PSF.), (B.C. 5 PSF.)
1. MOTE: TRUSSES SHALL CARRY ADDITIONAL 10 PSF NON—CONCURRENT
BOTTOM CHORD LIVE LOAD.
_. TRUSS DESIGN TO INCLUDE 20PSF LIVE LOADS FOR ATTICS WITH LIMITED
STORAGE AND PROVIDE NOTATION ON PROFILES REQUIRING ADDITIONAL LIVE
LOAD
LATEST REVISION
DATE TO MASTER:
3/12/13
Lu
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CONSTRUCTION 'SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO 11,1' 11
HOMES FOR CLLIRIFICATIOIN!
n
n
n
n
12 of 14
n
M/I ORLANDO
101CATES AREA WITH 7/16" FIRE RETARDANT TREATED INDICATES AREA WITH 7/16" FIRE
RETARDANT TREATED
'FOOD ROOF SHEATHING- WOOD ROOF SHEATHING -
G
C?_ EILE h;.0. BLDC S
(–IT_`I hC
191 IFC'EL
ArITS'.31'1 L -^,A1 i
#7 GIRDER TRU
CIONNECTIONE DETAIL
S@?PSM,, `1-15' TE AT TF'J11�1–
ILL ;',LL -1GLES '41TF 8a 1 1/2" idAILS
1 H 1 ,TR ,FFP IFiTIDT+;51!?
i,il.,l_ STRAFS FUR UF"LJT�- E VN. 86�P;LI
CT'L. STF'.�P TO BE
IhdS�ALLE�� Did 'DF',�61TE
SIDE +CRF FUSSI'
/PRE-31,'11iIFERED n001-
/ TRESS uR i'N'1U
F?, !ILG ?4ItR
GEL
TIp
_ `F ,ATE EEA��,I,
TYPICAL TRUSS TO FRAII'EWALL,
BEAM, OR FLATGIRDER TRUSS
UPLIFT STRAP CONNECTION
IJi'ILE'SS GT EF'''++.'"SE Ej,J'i`I TIE F'_,11,N
,T= T'�?ICIAL '0UA'LL 'HC_TIOP, -QR P1 ATE STI,.I i;Didi'dE1�TIC'`I
JLIFT ECAC! FRE'; JP.E!,IPJTS A- AIPIEC Rl il",I 'SE. LED
E`'01IFERIVC, FR+0N TRIS'F 6,'A, IJF_
... A ® 1 1 If
Roof Girder Connector Schedule
Plan
Mark
Manuf.
Connector
Model No.
Qty.
Max. Max.
Uplift Grad
Load Load
Fasteners / Remarks
1
SIMPSON
MTS12
2
1720
(14) 1 O x 1-1/2" EA.
2
SIMPSON
LGT2
1
1785
(14) 16d SINKERS AT WALL
(16) 16d SINKERS AT GIRDER
3
SIMPSON
MGT
1
3330
(1) 5/8" DIAM. BOLT & (22)-10d
HDU4
1
3600
(10) - 1/4" x 2 112" SDS SCREWS
(6.- TITEN 1/4" x 2 3,'4" TO_CNIU
4 1 Od x 1 112" TO TRUSS
4
SIMPSON
HU28
1
575
2450
5
SIMPSON
HU28-2 1
1085
4350
�12�- TITEN 114" x 2 3/4" TO CMU 1 Od TO TRUSS
6
SIMPSON
HU410 1
1810
5085
X1881- TITEN 1/4" x 2 3,'4" TO CMU
10 10d TO TRUSS
?
SIMPSON
LGUM410 /
3575
_
9620
(8)- TITEN HD 3/8" x 4" TO CNIU
(8) 1!4" x 2 1/2" SDS SCREtVS
8
SIMPSON
HTT16 1
3480
1)5/8" DIAM. BOLT TO Ch,1Ll
OR—
--
--- –
——(1�16dTOSTUD --
MSTCM40 1
3300
(8)- TITEN 1/4" x 2 3.'4" TO CMU
(22) 16d SINKERS TO STUD
FRAMING PLAN NOTES:
1. PERMANENT OR TEMPORARY BRACING OF TRUSSES SHALL BE PER HIB91..ANY ADDITIONAL TRUSS
BRACING REQUIRED SHALL BE DETERMINED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS
DIAGRAMS.
2. .ALL TRUSS TO TRUSS CONNECTORS SHALL BE THE RESPONSIBILITY OF TRUSS MANUFACTURER.
3. = 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 IST (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. INALLS. (ADDS 150 LBS UPLIFT CAPACITY TO STRAP CAPACITY)
6. BEARING WALL SUPPORTING GRAVITY LOADS ONLY (NO UPLIFT CONNECTORS P,EQ'D.)
7. FLOOR TRUSS WITH TOP CHORD BEARING CONDITION ON GIRDER TRUSS OP, BEAh,I.
3. IST STY. OR 2ND STY. PLU,IBING '0ALL OR TOILET FLOOR FITTING,
9, PROVIDE AC DUCT RUN THRU FLOOR TRUSSES — W. IMIZE OPENING AT CENTER 0' SPAN
10. PROVIDE 2x12 LEDGER (BOTTOM AT TRUSS BRG. HT.) Ni;` (10) 10d NAILS AT EA. VERT. STUD.
11. PROVIDE 2x4 LEDGER AS RET?"D, FOR FLOOR DECK NAILING.
12. SEE TRUSS ENGINEERING FOP, REQUIRED NUMBER OF TRUSSES g GIRDERS
i3. PROVIDE MIN. 2 STUDS 4 GIRDER TRUSS LOCATIONS.
DESIGN LOADS:
ASPHALT SHINGLE ROOF LOADS:
LIVE - 20 PSF.
DEAD - 17 PSF. (T.C. - 7 PSF.)" (B.C. - 10 PSF.)
CDJENT TILE ROOF LOADS:
LIVE - 20 PSF.
DEAD 25 PSF. (T.C. - i5 PSF.), (B.C. - 10 PSF.)
DESIGN DATA - WIND LOADS:
e ULT1-1YRTE DESIGN 'NIND SPEEED (Vult) = 140
o N&JIN,AL DESIGN WIND SPEEED (Vold) = 108 MPH
o RISK CATEGORY = II
® 'VhND EXPOSURE = C
o ENCLOSURE CLASSIFICATION = ENCLOSED
o INTERNAL PRESSURE COEFFICIENTS = +/- 0.18
• COMPONENTS & CLADDING PRESSURES = REFER TO TABLE SHEET D- i
FLOOR LOADS:
LIVE - 40 PSF.
DEAD - 15 PSF (T.C. - 10 PSF.), (B.C. 5 PSF )
i. NOTE: TRUSSES SHALL CARRY ADDITIONAL 10 PSF NON-CONCUP,RENT
BOTTOtd CHORD LIVE LOAD.
2. TRUSS DESIGN TO INCLUDE 20PSF LIVE LOADS FOR ATTICS INITH LhMITED
STORAGE AND PROVIDE NOTATION ON PROFILES REQUIRING ADDITIONAL LIVE
LOAD
LATEST REVISION
DATE TO MASTER:
3/12/13
119
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CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO M/I
HOMES FOR CLARIFICATIONI
I,
13 of 1 4
Mtl ORLANDO
Design as 090-
earli g Wall Ratirg-2 HR.
Wonbearling Wall Rat} ri — 2 HR
v
�-5. t S
NLr R
iC4i
1 �-
�r
a ica i a.
; R Mortair—Sicals Wild nl"l bed d meat, uu7, m . -1 n. �biao. -af oDt lez
.r -nc more 'hams --112 zI sand
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I FTtrI and �t, rMan 50 perc�-qt
d f 8 c :_ I rrt iTc-h
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slfiia7idm d -U,"270 fmAtacl e -,d tv Din is 1 c!, -.(
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:ms -- hi n Zda-chel U tilrxr tx-.� bLoidts ,Itam )
CJatcm Corp,— 31ST
e T�tl �wmaX
I RSM & POUR RAKED
ilE BEAM
/ (1)#5 BAR CONT.Y;
2" CLEARANCE TYP.
l
STEP BLOCK WALL AS REQUIRED TO
MAINTAIN MIN. 8" DEPTH FOR
RAKE TIE BEAM
aG s
I-V LONG #5 BAP, -
l OVERHANG 2" CLEARANCE FROM BOT. OF
` �
'10 1,12"l
G aG a
a 11 BEND BAR ENDS
G < ``a s TO TIE TOGETHER
``8x8x16 CONC. KNOCKOUT BLK. COURSE BOND BEAM
FILL SOLID IN/ CONC. & (i )#5 BAP, CONT.
VERTICAL REINFORCED BLOCK CELL - FILL SOLID Inti'/ CONC.
(1)#5 BAR CONT. FROM FTC. TO TOP OF RAKE TIE BEAM �
RAKE TIE BEAM DETAIL.
1�4l
1
7t X
i
SAWCUT OUT BLOCK
I j END CELL FACE TO
INCREASE POUR, DEPTH
AT CENTER OF WALL
I
AT OVERHANGS
8x8x15 BLOCK WALL PER PLAN
SIDE TO SIDE
5:12 SLOPE TO TOP OF
RAKE TIE BEAM 12
d de
15/32° 2'-4 1/8' de
SEE PLANS FOR LOCATION OF
! VERTICAL REINFORCED BLOCK CELLS -
SPRING POINT ] 2 a FILL SOLID W/ CONC. x 1#5 BAR CONT.
FOR 5:12 SLOPE 5 FROM FTG, TO TOP OF RAKE TIE BEAM
RAKE TIE BEAM 2'-0" ° d <
I f✓���1L1/_L/1/�����/1/1/��/���/1/1LL/1/�������1 ��L9'.1
FORMED & POURED
O,,ERHANG
co
co
INDICATES DOUBLE 8x8xl6 CONC, KNOCKOUT BLOCK COURSE
BOND BEAM - FILL SOLID IN/ CONC. & 215 BARS CONT.
rl
TOP OF SLAB +0'-0° (REF. ELEV.
1? INDICATES FORMED AND POURED
° 5 RAKE TIE -BEAM MIN. 3" DP.
WI 1#5 BAR CONT.
a d
�ZI
�������1/����I Nh
11 Z
INDICATES SINGLE 3x8x96 CONC, KNOCKOUT BLOCK COURSE
BOND BEAM - FILL SOLID W/ CONC. )1, 1#5 BAR CONT.
SEE PLANS FOR LOCATION OF
VERTICAL REINFORCED BLOCK CELLS -
FILL SOLID 1'1 1 '5 BAR CONT.
FROM FTG. TO TOP OF RAKE TIE BEAM 12
�5 0
INDICATES DOUBLE 8x8xl6 CONC. KNOCKOUT BLOCK COURSE
BOND BEAM - HILL SOLID W/ CONC. 2 U5 BARS CONT.
SEE PLANS FOR LOCATION OF
VERTICAL REINFORCED BLOCK CELLS -
FILL SOLID W/ COLIC. 3� ]#5 BAR CONT.
FROM FTG. TO TOP OF RAKE TIE BEAM
TOP OF SLAB +0'-0" (REF. ELEV
SEPARATION WALL ELEVATION BTWN. UNITS "B" & "A" FROM LEFT SIDE
INDICATES FORMED AND POURED e °
RAKE TIE -BEAM MIN. 8" DP.
Off 1
1#5 BAR CONT.
SEE PLANS FOR LOCATION OF
SPRING POINT 1 4 VERTICAL REINFORCED BLOCK CELLS
FOR 5:12 SLOPE 5 �° FILL SOLID'!`dj COIIC. & 1„� BAR C01lT
e FROM FTG. TO TOP OF RAKE TIE BEAM
RAKE TIE BEAM 2'-0°
d e
1�/� T1T1�/�%'T1/� T1T1T1/�
FORMED & POURED
co
0
D
co
INDICATES DOUBLE 8x8xl6 CONC, KNOCKOUT BLOCK COURSE
BOND BEAM - FILL SOLID W/ CONC. & 2#5 BARS CONT.
TOP OF SLAB +0'-0” (REF. ELEV.
INDICATES FORMED AND POURED
RAKE TIE -BEAM MIN. 8" DP.
W/ 1#5 BAR CONT.
SINGLE 8,(8x16 CONC. %
KNOCKOUT BLOCK COURSE
BOND BEAM - FILL SOLID
),Y/ CONC. & 1#5 BAR CONT.
cc
12 SPRING POINT
5 FOR 5:12 SLOPE
2'-0 - RAKE TIE BEAM
Q a I
INDICATES SINGLE 8x8x16 CONC. KNOCKOUT BLOCK COURSE FORMED &POURED
BOND BEAM - FILL SOLID W/' CONC. 2i i#5 BAR CONT. OVERHANG
INDICATES DOUBLE 8x8x16 CONC, KNOCKOUT BLOCK COURSE
BOND BEAM - HILL SOLID W/ CONC. & 2#5 BARS CONT.
TOP OF SLAB 4-0" (REF. ELEV.
0
co
SEPARATION WALL ELEVABTWN. a t "B" FROM LEFT SIDE
Q4 I 4"=V-0"
INDICATES FORMED AND POURED
SPRING POINT FOR
5:12 SLOPE
RAKE TIE BEANS
FORMED & POURED
OVERHANG
LATEST REVISION
DATE TO FASTER:
3/12/13
me
SIDE TO SIDE RAKE TIE -BEAM WIN. 8" DP,
5:12 SLOPE TO TOP OF W/ 1#5 BAR CONT.
INDICATES FORMED AND POURED RAKE TIE BEAM "
RAKE TIE -BEAM 1,11N. 8" DP. 7'-5 13;'16° 9'-11 1/4"
IN/ 1#5 BAR CONT. ° ° p
d ° ro
a d �} U OO
d ° a — — --- — _ — —
SEE PLANS FOR LOCATION OF d - L ~ U: w Lo
U _o
SPRING POINT 12 d VERTICAL REINFORCED BLOCK CELLS - d SPP,ING POINT o O
FOP, 5:12 SLOPE 5 r�� &1#5_ o z co
I FILL SOLID W/ CONC. BAR CONT. FOR 5:12 SLOPE=
�� ti
RAKE TIE BE.Al,12, 0° ° FROM FTG. TO TOP OF RAKE TIE BEAM 8 2, 0� RAKE TIE BEAM Q C1 a�-a
i co
(DLL
o
J
�11/�1/�T11T1T1/ T1T11T111i��T1T1T1 i ��1/LL
Z/ 1T1/�l1 T1T1T1T1�
F OR,MED & POURED VINDICATES SINGLE Sx8x16 CONC. KNOCKOUT BLOCK COURSE FORMED & POURED Q
O?L'RHANG� BOND BEAM - FILL SOLID I,Y/ CONC. & 1#5 BAR CONT. OVERHANG
I
co coLO
�f
SPRING POINT FOR
RAK SLOPE co
12 P,AItE TIE BEAM ®®�
a� 5
W''MR5&-�mM °Lu_
�--INDICATES DOUBLE 8x8x16 CONC. KNOCKOUT BLOCK COURSE INDICATES DOUBLE 8,(8x16 CONC. KNOCKOUT BLOCK COURSE UJ
SOND BEAM - FILL SOLID ff7/ CONC. & 2#5 BARS CONT. BOND BEANI - FILL SOLID W/' CONO. & 2#5 BARS CONT. FORMED & POURED 0
OVERHANG �'® m
co `
SINGLE 8x8x16 CONC.
Q KNOCKOUT BLOCK COURSE
ro
BOND BEAh,I - FILL SOLID Q0
W/CONC. & -1#5 BAR CONT.
TOP OF SLAB +0'-0° (REF. ELEV.
TOP OF SLAB +0'-0" (REF, ELEV.
sEFARATION WALL ELEVATION BTWN. UNITL "C" & "B" - ELEV. A
Itts
w
�-- :D
b CEJ
DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
PER INDICATED DliMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO M,/l
HOMES FOR CLARIFICATION!
1,4 of 14
VI/I ORLANDO
TRANSOM WDW.
DBL. SINGLE HUNG WDW.
OR DOOR
MAX.
MASONRY OPENING WIDTH
ROOF TRUSS OR 2x4 BLKG. CONC.
AT 24° O.C. BTWN. TRUSSES-\ ' BLK. WALL
2x4 CONT. W,% (2) 1 O
AT EA. TRUSS OR BLKG.
2x4 AT 24" O.C.
2x4 P.T. CONT. W/
3/16" x 3" MIN. MASONRY"
SCREWS AT 16" O.C. -
O.S.B. SHEATHING
CONNECT HANGER Vel/ (4)1/4"x2 3/4"
iMASONRY SCREW'S INTO EA. BLOCK JAMB
AND (4)164 NAILS INTO HEADER K
2x4 ACROSS FRONT (ALIGN
1 FLUSH IN/ BLOCK FACE) CONNECT
W,/ (2)10d NAILS AT 12" O.C. _
(6" F RObi EA. END)
1 r EXTERIOR
FACE
SIMPSON "HUS26-2"HANGER-ORIENL.,z
HORIZONTAL OR VERTICAL
(2)2x6 LAID ;LAT NAIL TOGETHEP_//
W/ (2)8d NAILS AT 6" O.C.
BLK. JAMB
1 1/2MINI. EDGE
DISTANCE FOR
MASONRY SCREWS
INTERIOR
FACE
HANGER W1
HORIZONTAL
ORIENTATION
WOOD HEADER BTWN. DWS. OR WDW./DOOR
'I. \JAXIMU,M DESIGN PRESSURE 48.6 PSF FOR ANY DOOR OR WDW.
2. INSTALL WDW. AND DOOR SCREW ANCHORS INTO HEADER PER
yVDW. OR DOOR INSTALLATION DETAILS.
O.S.B. SHEATHING
IN/ 8d AT 6" O.C.
2x4 BLKG. AT 24" O.C.
(2) i0d AT EA. 2x4
_r
2x8 0R 2x8 ___1110d AT 12" O.C.
2x4 P.T. VV/
3/16" x 3" MIN.
MASONRY SCREWS
AT 24" O.C.
W/ 8d AT 6 O.C. �10d AT i''" O.C. 2x4 P.T. VV. (2)104
1 HARD CASE SPIRAL CONC.
_ L.
(2)i0d AT EA. 2x4 2x6 OP ,x8 CONT. NAILS AT 24" O.C. BLK. JAMB
HEAD JAMB
POCKET SCD HEAD/JAMB DET,AJL
LOCATIONS WHERE POCKET SCD TRACK IS OUTSIDE BLOCK WALL OPNG.
6" MAX.
SIMPSON SPI
AT 16" O.C.
SIMPSON SP1
AT 16" O.C.
2x4 P.T. - ATTACH
W% 1/4"x3" MASONRY SCREW
('1 1/4" MINI. EIABED.) 6" MAX.
(2) 2x4 @
SPACING MAXIMUM HEIGHT
o EACH END
U
�
DESIGN WIND LOAD PRESSURE (PSF) - EXPOSURE "C"
C�
CD
Y
16" OC 9'-4"
ABV. OPNG. L
U
cz:, 2x4 @
n
16" O.C.-
SIMPSON SP1
AT 16" O.C.
2x4 P.T. - ATTACH
W% 1/4"x3" MASONRY SCREW
('1 1/4" MINI. EIABED.) 6" MAX.
HX
- BLOCK OPENING
X I\
RI V 11WD
1 1/2" MIN. EDGE
DISTANCE FOR
MASONRY SCREWS
(2)2x6 HDP.
CTR. ON JAMB
FURR OUT AS REQ'D.
HANGER W1
VERTICAL
ORIENTATION
ALL BLK. CELLS ABV. LINTEL
TO BE CONC. ,FILLED
PRECAST LINTEL PER PLAN
ACROSS OPNG.
20 P.T. FURRING
ATTACH TO BLK.
W/ 1;'4"x3" MASONRY
SCREW
(1 1;4" MIN. EMBED.) O.S.B. SHEATHING 4b',r' 8d
NAILS @ 6" O.C. (EDGE),
12" O.C. (FIELD)
20 STUDS
@ 16" O.C.
� 4
1"\-2x4 P.T. - ATTACH 6'
MAX. VV/ 1/4"x3" TAPCONS MAX.
(1� 1/4" MIN, EMBED.)
WALL ELEVATION
WALL STBK. PER
PKT. SGD. h'IANLIF.
2x6 P.T. FROM BOT. OF LINTEL TO
TOP OF WALL - CENTER ONN OPNG.
FASTEN TO BLOCK W/ 1/2" J -BOLT
W/ 2" SQ. WASHER
TTI
2x6 OR 20 P.T. W/ CONC. NAILS AT /
J
1n'O.C.c ACROSS TOP OF OPNG.
c�
SPACING MAXIMUM HEIGHT
% MIN.
z
DESIGN WIND LOAD PRESSURE (PSF) - EXPOSURE "C"
EXTEND JAMB 14" MIN. / EDGE
o�
16" OC 9'-4"
ABV. OPNG. L
w 3
10
K2,6 P.T. BUCK AT GARAGE DOOR JAMBS
o v o
20
FASTEN TO BLOCK W'/ 1/2" DIA. X C J -BOLTS
Ery x =
N c0
70
OR 5" X6" "REDHEAD" TYPE EXPANSION BOLTS
'-14" IN/
QOQ
100
AT O.C. MAX. 2" SQ. WASHERS
+]6.9 or -25.9
+15.] er -25.4
AT EA. SIDE OF OPNG.
J
+15.D or -25.7
GARAGE DOOR MASONRY OPENING
0 U
+16,D or -24-6
+16.0 or -24.5
¢ -<
ROOF 2
+169 or -45.?
16.1 or -44.6
+15.0
or -43.0
Q¢�
-16.0 or - 39.2 -16.0 or -33.1 +16.0 or -37.1
+15.D or -363
O
or -34.9
+16.D or -34.3
a:
+169 or -69,1
-16.1 or -56.5
-1690
or 54.6
+16.0 or -62.0
-16.0 or -60.1 -16.0 or -53.7 -16.0 or -57.5
X
N Y
-16.0 or -55.7
+16-0 or -54.9
m
1
!
WALL 1 4
HX
- BLOCK OPENING
X I\
RI V 11WD
1 1/2" MIN. EDGE
DISTANCE FOR
MASONRY SCREWS
(2)2x6 HDP.
CTR. ON JAMB
FURR OUT AS REQ'D.
HANGER W1
VERTICAL
ORIENTATION
ALL BLK. CELLS ABV. LINTEL
TO BE CONC. ,FILLED
PRECAST LINTEL PER PLAN
ACROSS OPNG.
20 P.T. FURRING
ATTACH TO BLK.
W/ 1;'4"x3" MASONRY
SCREW
(1 1;4" MIN. EMBED.) O.S.B. SHEATHING 4b',r' 8d
NAILS @ 6" O.C. (EDGE),
12" O.C. (FIELD)
20 STUDS
@ 16" O.C.
� 4
1"\-2x4 P.T. - ATTACH 6'
MAX. VV/ 1/4"x3" TAPCONS MAX.
(1� 1/4" MIN, EMBED.)
WALL ELEVATION
WALL STBK. PER
PKT. SGD. h'IANLIF.
2x6 P.T. FROM BOT. OF LINTEL TO
TOP OF WALL - CENTER ONN OPNG.
FASTEN TO BLOCK W/ 1/2" J -BOLT
W/ 2" SQ. WASHER
TTI
2x6 OR 20 P.T. W/ CONC. NAILS AT /
J
1n'O.C.c ACROSS TOP OF OPNG.
ci
SPACING MAXIMUM HEIGHT
% MIN.
o4"
DESIGN WIND LOAD PRESSURE (PSF) - EXPOSURE "C"
EXTEND JAMB 14" MIN. / EDGE
20 SPF
16" OC 9'-4"
ABV. OPNG. L
�,
10
K2,6 P.T. BUCK AT GARAGE DOOR JAMBS
2x6 SPF
20
FASTEN TO BLOCK W'/ 1/2" DIA. X C J -BOLTS
COMPONENT EFFECTIVE AREA
40 50 60
70
OR 5" X6" "REDHEAD" TYPE EXPANSION BOLTS
'-14" IN/
90
100
AT O.C. MAX. 2" SQ. WASHERS
+]6.9 or -25.9
+15.] er -25.4
AT EA. SIDE OF OPNG.
or -26.1
+15.D or -25.7
GARAGE DOOR MASONRY OPENING
GARAGE DOOR DETAIL
z�
JAMB HEAD DETAIL
RA
FE WALL AT POCKET SGD BLOCK OPENING
LOCATIONS WHERE POCKET SGD TRACK IS BELOW PRECAST LINTEL
BLOCK JAMB/HEAD
2x4 P.T FURRING
1'4"x3" MASONRY
SCREW (1-1/4" MIN,
EMBED)
10d NAILS @ 6" O.C.
20 P T/ @ TOP
AND SIDES OF
BLK. OPNG.
NOTES
1. Values shown are based on allowable stress design using 140 miles per hour,
Exposure C, Enclosed condition,lmportance Factor of 1.0.
2. Positive values act toward the surface, negative values act away from the surface.
3. Manufacturing data for components and cladding shall exceed the values shown in this table.
4. Edge pressures noted shall be used for components that are located within eight feet of
building edges or corners. All other components shall use typical pressure values.
5. Effectiive Wind Area is defined as the projected surface area for components such as doors
and windows. The Effective Wind Area for components such as studs and trusses, and for
cladding such as roof and wall sheathing, is defined as the span length multiplied by an
effective width need not be less than one-third the span length.
HIP R00; 7 < s < 27
BLOCK HEADER
2x4 45d DIAGONAL
BRACES)
BUILT UP PL',4D. OR
MASONITE BUCK -SCRIBE
- 2x4 OR DBL. 10 BUCK - CONNECT
A. TO BLOCK W/ 3/16"x3" TAPCON (1
'4' MIN. EMBEDMENT INTO BLK.) -
SOLID BLKG. AT TOP BTWN.
ARCH BLKG. & BUCK -
8d NAILS AT 3" O.C.
AT BUCK /
16" OSB
4' -ON
MAX.
ARCH -
BACKSIDE TO FIT �` ARCH PANEL L (4)1Dd NAILS INTO EA.
CONNECT 4'!1 8d NAILS1; 2x4 BRACE/BLKG.-/
INSTALL WDW. SCRE'U ,ANCHOR 2x4 SOLID BLKG. (FULL WIDTH OF WALL)
INTO ARCH BLKG. PER-/ STM. OSB ARCH FACES W/ (2)104 NAILS
INSTALLATION DETAILS THRU OSB INTO EA. 2x4
SECTION A -A PROVIDE TAPCON PER WOW. INSTALLATION
DETAILS OR THRU 1 1/2" THK. OR 6ADRE BUCK
WITHIN 8" YIN. OF START OF ;ARCH-/
FRAMEARCH TOP DETAIL
SECTION
A
=,3,/16"x3" TAPCONS
2x4 45d DIAGONAL
BRACE AT EA. FACE
OF ARCH IN/ 2)10d
NAILS AT E,A. ND
PP,OVIDE TAPCON
WITHIN 4" MIN. OF
BRACE
START OF ARCH _
4' MAX. RAD.
BLOCK OPNG. SHOWN FRAME OPNG. SIMILAR (NO BUCK REVD. WHEN NO P LYVVD. JOINT AT JAMBS)
2 - 2x4 OR DBL. 1x4 BUCK -
CONNECT EA. TO BLOCK IN/ 3%16"x3" SECTION)
BLOCK HEADER TAPCON (1 1%4" MINN. EMBEDMENT INTO B-13
BLK./
PROVIDE 20 DIAG. BRACE 7
BTW1N. VERT. BRACES WHEN NT. SOLID BLKG, AT TOP BTWN. 4'-0' 1'-4"
ARCH BLKG. & BUCK ViAX. PROVIDE (2 MIN.
OF BRACE EXCEEDS 24" r TAPCON AT EA. SIDE
2x4 VERT.BUCK- (1) !WITHIN 4'
BRACE(S) AT 8d IBUCI( AT 8" O.G. i-� ,�` MIN. OF START OF
,ARCH
BUILT UP PLYWJD, OR 7/J6" OSB
"1
^ D
MA�CNlIT -
E BUCK SCRIBE AR H PANEL 1, AI EL S T:AP,T OF ARCH
BACKSIDE TO FIT ARCH- EQ.
CONNECT W/ 8d NAILS
2x4 VERT. AT EA, FACE OF ARCH
INSTALL WDW, SCREW' ANCHOR W/ (3)1 04 NAILS ;aT EA. END
ARCH BLKG. PER 2x4 SOLID BLKG. (FULL Y4DTH OF WALL)
INSTALLATION DETAILS BTWN. OSB ARCH FACES W/ (2)104 NAILS
SECTION B -B THRU OSB INTO EA. 2x4
FRAME ELLIPSE ARCH TOP DETAIL
EQ. - - - ,41Ari. SAD.
BLOCK OPNG. SHMVN FRAME OPNG. SIMILAR (NO BUCK REQ'D. WHEN NO PLl'VVD. JOINT .AT JAMBS)
0
L•
MAX.
0.
■
GROUT BLOCK SOLID AS
SHOWN - EXTEND GROUT
CONTINUOUS TO THE NEAREST
REINFORCED CELLS BEYOND
THE LOCATION OF THE MAXIMUM
2" BLOCK OVERHANG (FILL TO
BOTTOM OF WINDOW SILL AT
LOCATIONS WHERE SILL IS LESS
THAN 2'-0" ABOVE TOP OF SLAB)
MAXIMUM WALL HT 1140 MPH f EXP C I RISK CAT, II
SIZE/SPECIES
SPACING MAXIMUM HEIGHT
2x4 SPF
16" 00 8'-4"
DESIGN WIND LOAD PRESSURE (PSF) - EXPOSURE "C"
12" OC 9'4,
20 SPF
16" OC 9'-4"
20 SPF
LOCATION ZONE
10
1 15
2x6 SPF
20
30
COMPONENT EFFECTIVE AREA
40 50 60
70
80
90
100
ROOF 1
+]6.9 or -25.9
+15.] er -25.4
+16.0
or -26.1
+15.D or -25.7
+16.0 or -25.4 +3690 or -25.1 +16.0 or -24.9
+15.D or -24.3
+16,D or -24-6
+16.0 or -24.5
+16.0 or -24.4
ROOF 2
+169 or -45.?
16.1 or -44.6
+15.0
or -43.0
2,0 or -1D.3
-16.0 or - 39.2 -16.0 or -33.1 +16.0 or -37.1
+15.D or -363
+16.0 or -35.5+15.0
or -34.9
+16.D or -34.3
ROOF 3
+169 or -69,1
-16.1 or -56.5
-1690
or 54.6
+16.0 or -62.0
-16.0 or -60.1 -16.0 or -53.7 -16.0 or -57.5
16.0 or -56.5
-16.0 or -55.7
+16-0 or -54.9
+16 D or -54.2
WALL 1 4
+29.4 or -31.3
-28.6o, -31.1
-26.0
or -30.5
-27.3 or -29.7
+26J o - +25.3 or -23.8 +25.9 or -23.4
-25.6 or -23.1
+25,4 or -279
+25.2 or -27.7
259 or -27.5
WALL $
-29.4 or -39.3
+2B.6 or -37.3
+28 0 or -35]
.3 or -35.1
+26 7 or 34.0 +25.3 or -33.2 +25 9 or -325
-25.6 or -319
+25.4 or -31.4
+25.2 or --30.9
25.0 or 3D5
9'x7' GARAGE DOOR
/-INSTALL
WDW./DOOR TAPCON
WI MULL BTWN,
W1 MULL BTWN, 0
-25.0 or -23.3
WDW. OPNG.
LOCATIONS
'NDVU. OPNG.
LOCATIONS
15'x7' GARAGE DOOR
IN HE.+;D
WIDTH
IN HEAD 01EXTERIOR
-«24.0 or 263
NOTES
1. Values shown are based on allowable stress design using 140 miles per hour,
Exposure C, Enclosed condition,lmportance Factor of 1.0.
2. Positive values act toward the surface, negative values act away from the surface.
3. Manufacturing data for components and cladding shall exceed the values shown in this table.
4. Edge pressures noted shall be used for components that are located within eight feet of
building edges or corners. All other components shall use typical pressure values.
5. Effectiive Wind Area is defined as the projected surface area for components such as doors
and windows. The Effective Wind Area for components such as studs and trusses, and for
cladding such as roof and wall sheathing, is defined as the span length multiplied by an
effective width need not be less than one-third the span length.
HIP R00; 7 < s < 27
BLOCK HEADER
2x4 45d DIAGONAL
BRACES)
BUILT UP PL',4D. OR
MASONITE BUCK -SCRIBE
- 2x4 OR DBL. 10 BUCK - CONNECT
A. TO BLOCK W/ 3/16"x3" TAPCON (1
'4' MIN. EMBEDMENT INTO BLK.) -
SOLID BLKG. AT TOP BTWN.
ARCH BLKG. & BUCK -
8d NAILS AT 3" O.C.
AT BUCK /
16" OSB
4' -ON
MAX.
ARCH -
BACKSIDE TO FIT �` ARCH PANEL L (4)1Dd NAILS INTO EA.
CONNECT 4'!1 8d NAILS1; 2x4 BRACE/BLKG.-/
INSTALL WDW. SCRE'U ,ANCHOR 2x4 SOLID BLKG. (FULL WIDTH OF WALL)
INTO ARCH BLKG. PER-/ STM. OSB ARCH FACES W/ (2)104 NAILS
INSTALLATION DETAILS THRU OSB INTO EA. 2x4
SECTION A -A PROVIDE TAPCON PER WOW. INSTALLATION
DETAILS OR THRU 1 1/2" THK. OR 6ADRE BUCK
WITHIN 8" YIN. OF START OF ;ARCH-/
FRAMEARCH TOP DETAIL
SECTION
A
=,3,/16"x3" TAPCONS
2x4 45d DIAGONAL
BRACE AT EA. FACE
OF ARCH IN/ 2)10d
NAILS AT E,A. ND
PP,OVIDE TAPCON
WITHIN 4" MIN. OF
BRACE
START OF ARCH _
4' MAX. RAD.
BLOCK OPNG. SHOWN FRAME OPNG. SIMILAR (NO BUCK REVD. WHEN NO P LYVVD. JOINT AT JAMBS)
2 - 2x4 OR DBL. 1x4 BUCK -
CONNECT EA. TO BLOCK IN/ 3%16"x3" SECTION)
BLOCK HEADER TAPCON (1 1%4" MINN. EMBEDMENT INTO B-13
BLK./
PROVIDE 20 DIAG. BRACE 7
BTW1N. VERT. BRACES WHEN NT. SOLID BLKG, AT TOP BTWN. 4'-0' 1'-4"
ARCH BLKG. & BUCK ViAX. PROVIDE (2 MIN.
OF BRACE EXCEEDS 24" r TAPCON AT EA. SIDE
2x4 VERT.BUCK- (1) !WITHIN 4'
BRACE(S) AT 8d IBUCI( AT 8" O.G. i-� ,�` MIN. OF START OF
,ARCH
BUILT UP PLYWJD, OR 7/J6" OSB
"1
^ D
MA�CNlIT -
E BUCK SCRIBE AR H PANEL 1, AI EL S T:AP,T OF ARCH
BACKSIDE TO FIT ARCH- EQ.
CONNECT W/ 8d NAILS
2x4 VERT. AT EA, FACE OF ARCH
INSTALL WDW, SCREW' ANCHOR W/ (3)1 04 NAILS ;aT EA. END
ARCH BLKG. PER 2x4 SOLID BLKG. (FULL Y4DTH OF WALL)
INSTALLATION DETAILS BTWN. OSB ARCH FACES W/ (2)104 NAILS
SECTION B -B THRU OSB INTO EA. 2x4
FRAME ELLIPSE ARCH TOP DETAIL
EQ. - - - ,41Ari. SAD.
BLOCK OPNG. SHMVN FRAME OPNG. SIMILAR (NO BUCK REQ'D. WHEN NO PLl'VVD. JOINT .AT JAMBS)
0
L•
MAX.
0.
■
GROUT BLOCK SOLID AS
SHOWN - EXTEND GROUT
CONTINUOUS TO THE NEAREST
REINFORCED CELLS BEYOND
THE LOCATION OF THE MAXIMUM
2" BLOCK OVERHANG (FILL TO
BOTTOM OF WINDOW SILL AT
LOCATIONS WHERE SILL IS LESS
THAN 2'-0" ABOVE TOP OF SLAB)
MAXIMUM WALL HT 1140 MPH f EXP C I RISK CAT, II
SIZE/SPECIES
SPACING MAXIMUM HEIGHT
2x4 SPF
16" 00 8'-4"
2x4 SPF
12" OC 9'4,
20 SPF
16" OC 9'-4"
20 SPF
12" OC 10'4,
2x6 SPF
16" OC 12'-4"
2x6 SPF
12" OC 13'-0"
26 SPF
16" OC 14'-0"
26 SPF
12" OC 15-D"
NOTE:
HEIGHTS SHOINN IN THUS TABLE ARE BASED ON STUDS BEING ,ATTACHED
C MAX.
TO 1/2 MINIMUM OSB SHEATHING WITH 8d MIN NAILS @12" OC
N1AX. C -
INTERMEDIATE SUPPORTS AND 6' OC AT PERIMETER AND 4' OC @
MIN. 2 1/2" WIDE BUCK_
�I.IAXI.IUM
CORNER STUDS. SHEATHING TO BE CONTINUOUS OVER 3 OR MORE STUDS.
I. LU1_A 11Uv5 rtK uvUIVIUUAL 'NUW. OHINU UIMLNISION NUI NJULLED WDW. OPNG, DIMENSION
2. ,MAXIIdUM ALLOWABLE SPACING 8TIA I. TAPCON ANCHORS TO BE 24" O.C.
2x HDR. PLATE OR
EXTERIOR 4`dD. HDR.
SHEATHING
(2) LAYERS OF 7/16" O.S.B. OR
(1 LAYER O. 3/4" PLYWL.
CONNECT 'V/ (2)3d NAILS AT
16" O.C.
BUILT UP WOOD HDR, OR
2x HDR, PLATE
EXTERIOR
SHEATHING
-\\.
I
Zx CRIPPLE STUDS AT 16"
O.C. BIWN. SILL PLATE &
BOT. PLATE 0.R HDR. &
HDR. PLATE
/ 2x HDR. OR SILL PLATE
OR HDR, JACK
ATTACH WDW./DOOR PER
M,ANTJF. SPECIFICATIONS
SILL JAMB /HEAD
FRAEWALLOPNG,
T.APCONPEP, 13/x'
SCHEDULE MIN.
�X
EXT. FACElei
TAPCON INSTALLATION ANCHOR CHART
(2)104 x 1 112" AT 24"
O.C. FOR BUCK BUILT UP
FOR BLOCK OPNGS. W/ BUCKS 1 1/2"
THICK OR GREATER
WIDTH
STAGGERED UNLESS OTHERWISE NOTED. THIRD ,AND
WIDTH WIDTH
1DTH
D F E F D
D E D D E D
24" O.C. 8"
OR
BLOC"" FOR BUILT UP SUCKS /
(2)3d x 2 1/2" AT 24'
VAX. ( N1AX.
A
BUILT UP BUCK DETAIL
THICKNESS 11/2" OR GREATER
C MAX.
2x4
N1AX. C -
10d x 31.
MIN. 2 1/2" WIDE BUCK_
�I.IAXI.IUM
LINTEL ABV. OPNG.
2
5'-5"
=-mow B
B
B w
2,�d FLOOR & ROOF
}
2
THICKNESS - CONNECT W/
CAULK 374N.
26
(2)
1 O x 3"L.
3/15" DIA. TAPOONS.
T�
BUG; / B LOCK -
OPNO.
TAPCON LENGTH MUST BE
OPING.OPNG.
1/2" DLANI.BOLT
SGD OR
A -
A
'A
(2)
Q
E- T. DOOR
OVER BLOCK;
SILL / MULL
SILL / MULL
BLOCK JAMB / HEAD
" �
OPNJG.
SINGLE WDW, OR
DRYWALL
MULTIPLE SIDE
IN LIEU OF NAILS, MEMBERS MAY BE BOLTED TOGETHER
WITH 1/2' DIAM. THRU-BOLTS AT 16" O.C. VERTICALLY WITH
STACKED WDW.
BY SIDE WDWS.
THICKNESS 11/2" OR GREATER
/-INSTALL
WDW./DOOR TAPCON
WI MULL BTWN,
W1 MULL BTWN, 0
_ K
WDW. OPNG.
LOCATIONS
'NDVU. OPNG.
LOCATIONS
HEIGHT
IN HE.+;D
WIDTH
IN HEAD 01EXTERIOR
DOOR
?JIJ. 2 1/2° WIDE BUCK -
LIP TO 40"
A
UP TO 40"
D
THICKNESS MUST BE LESS
THAN 1 1/2" CONNECT W/
CD
OPENINGS40.01"
SPIRAL NAILS AT 16" O.C.
OVER BLOC,,,
TO 60"
A , B
40.01" TO 60"
D , E
THICKNESS LESS THAN 11/2"
60.01" TO 30"
A C
50.01" TO 80"
D F
80.01" TO 100"
A , S , C
80.Oi„ TO 100"
D E , F
I. LU1_A 11Uv5 rtK uvUIVIUUAL 'NUW. OHINU UIMLNISION NUI NJULLED WDW. OPNG, DIMENSION
2. ,MAXIIdUM ALLOWABLE SPACING 8TIA I. TAPCON ANCHORS TO BE 24" O.C.
2x HDR. PLATE OR
EXTERIOR 4`dD. HDR.
SHEATHING
(2) LAYERS OF 7/16" O.S.B. OR
(1 LAYER O. 3/4" PLYWL.
CONNECT 'V/ (2)3d NAILS AT
16" O.C.
BUILT UP WOOD HDR, OR
2x HDR, PLATE
EXTERIOR
SHEATHING
-\\.
I
Zx CRIPPLE STUDS AT 16"
O.C. BIWN. SILL PLATE &
BOT. PLATE 0.R HDR. &
HDR. PLATE
/ 2x HDR. OR SILL PLATE
OR HDR, JACK
ATTACH WDW./DOOR PER
M,ANTJF. SPECIFICATIONS
SILL JAMB /HEAD
FRAEWALLOPNG,
T.APCONPEP, 13/x'
SCHEDULE MIN.
�X
EXT. FACElei
11 1
(2)104 x 1 112" AT 24"
O.C. FOR BUCK BUILT UP
OF BLOCK
VERTICAL SPACING OF FASTENERS .AT 3" O.C.
\
STAGGERED UNLESS OTHERWISE NOTED. THIRD ,AND
(2)2x8
FOURTH PLIES SHALL BE ADDED TO EITHER SIDE OF
(2)^x10
TO 2 112" THICK
PROVIDE 2x P.I. AGAINST
OR
BLOC"" FOR BUILT UP SUCKS /
(2)3d x 2 1/2" AT 24'
- i
2' THICK OR ?fIORE�
O.C. FOR BUCK BUILT UP
BUILT UP BUCK DETAIL
1/2" THICK DR MORE
THICKNESS 11/2" OR GREATER
PRECAST CONC.
2x4
(1)
10d x 31.
MIN. 2 1/2" WIDE BUCK_
�I.IAXI.IUM
LINTEL ABV. OPNG.
2
5'-5"
2
2 3/4" BUILT UP
OR CMU JAIME
2,�d FLOOR & ROOF
3'4"
2
THICKNESS - CONNECT W/
CAULK 374N.
26
(2)
1 O x 3"L.
3/15" DIA. TAPOONS.
T�
BUG; / B LOCK -
TAPCON LENGTH MUST BE
1/2" DLANI.BOLT
SUFFICIENT TO ACHIEVE h,111N.
CEMENT FIINISH�i
2x8
(2)
10d x 3"L.
1/4" EMBEDMENT INTO
OVER BLOCK;
BLOCK JAMB / HEAD
INSTALLWW./DOOR SCRE49
1►
DRYWALL
ANCHOR INTO BUCK PER
IN LIEU OF NAILS, MEMBERS MAY BE BOLTED TOGETHER
WITH 1/2' DIAM. THRU-BOLTS AT 16" O.C. VERTICALLY WITH
INSTALL@ TION DETAILS
HEAD/JAMB FOR BUCK
THICKNESS 11/2" OR GREATER
/-INSTALL
WDW./DOOR TAPCON
PRECAST CONC
ANCHOR INTO BLOCK PER
LINTEL ABV. OPNG.
INSTALLATION DETAILS
OR CMU JAh,IB-
?JIJ. 2 1/2° WIDE BUCK -
CAULK BT111N.
MAXIMUM BUILT UP
BUCK / BLOCK -
THICKNESS MUST BE LESS
THAN 1 1/2" CONNECT W/
CEMENT FINISH
SPIRAL NAILS AT 16" O.C.
OVER BLOC,,,
� I
DRYWALL
HEAD/JAMB FOR BUCK
THICKNESS LESS THAN 11/2"
CEMENT FINISH ATTACH 'JrD1'd./DOOR PER
OVER BLOCK 1IA111F. SPECIFICATIONS
PRECAST
CONC. SILL �
I SILL '
BLOCK WALL OPNG.
DW.IOOOR BLlCKDETAILS
ALL EXTERIOR 'NINDMS AND DOORS SHALL HAVE MEET PRESSURES IN
CHART- EXPOSURE "C"
WOOD HEADER SCHEDULE
MAX1,MUM CLEAR SPAIN FOR LOAD BEARING FRANJE 'WALLS
SIZES NOTED ON PLANTS TO SUPERCEDE
VALUES SHO4'II ON THIS SCHEDULE
FASTENER SCHEDULE FOR
HEADER LOAD
CONDITION)
BUILT UP STUD COLUMNS
SIZE
VERTICAL SPACING OF FASTENERS .AT 3" O.C.
DOOR DOOR
STAGGERED UNLESS OTHERWISE NOTED. THIRD ,AND
(2)2x8
FOURTH PLIES SHALL BE ADDED TO EITHER SIDE OF
(2)^x10
2 -PLY COMPOSITE POST,MINIMUM END DISTANCE SHALL
(2)2x12
BE 2 1112" AND MININIUM EDGE DISTANCE SHALL BE 1".
STUD
# OF NAILS
NUMBER OF PLYS
(2) PLYS
(3) PLYS
(4;1 PLY'S
SIZE
PER ROW
2x4
(1)
10d x 31.
1 O x i"L
10d X 5"L. OR
2
5'-5"
2
6'-3"
1/2" DIAM.
2,�d FLOOR & ROOF
3'4"
2
s'-10"
BOLT @ 16" O.C.
26
(2)
1 O x 3"L.
IOd x 31
10d X 31 OR
1/2" DLANI.BOLT
@ 16" O.C.
2x8
(2)
10d x 3"L.
10d x "L
10d X 3"L. OR
11/2" DIA. BOLT
@ 16" O.C.
IN LIEU OF NAILS, MEMBERS MAY BE BOLTED TOGETHER
WITH 1/2' DIAM. THRU-BOLTS AT 16" O.C. VERTICALLY WITH
THE SAYE NUMBER OF BOLTS PER ROW AS NAILS
WOOD HEADER SCHEDULE
MAX1,MUM CLEAR SPAIN FOR LOAD BEARING FRANJE 'WALLS
SIZES NOTED ON PLANTS TO SUPERCEDE
VALUES SHO4'II ON THIS SCHEDULE
206$
HEADER LOAD
CONDITION)
HEADER
SIZE
DOOR DOOR
DOOR DOOR
NJ
(2)2x8
NIJ
(2)^x10
NJ
(2)2x12
NJ
ROOF ONLY
4' 0'
2
5'-4"
2
6'-8"
2
-6"
2
2nd FLOOR ONLY
3'-6"
2
4'-5'
2
5'-5"
2
6'-3"
2
2,�d FLOOR & ROOF
3'4"
2
s'-10"
2
4'-8"
NJ" = hJINI1UM NlJi1JBER OF JACK; STUDS REQ'D. AT EA. END UNLESS
OTHERWISE NOTED ON THE PLAN
ALL STRUCTURAL HEADERS TO BE #2 OR BETTER S.Y.P.
ALL NON-STRUCTURAL HEADERS HEM -FIR OR S -P -F OR BETTER
CONSTRUCTION NOTES
1. APPLICABLE CODES:
- FLORIDA BUILDING CODE 2010 - RESIDENTIAL
- MAMMAL ELECTRICAL CODE REQUIREMENTS FOR ONE AND NO FAMILY Db4EUNGS, NFPA
70A; 2DO7.
- FLORIDA FIRE PREVENTION CODE - F.F.P.C. 2010
2. SUBCONTRACTOR'S SHALL VERIFY .ALL DIMENSIONS IN THE FIELD AND NOTIFY THE
BUILDER/ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH CONSTRUCTION.
3, ALL CONSTRUCTION SHALL BE BRACED AND SHORED BY CONTRACTOR AS REQUIRED TO SAFELY
PERFORM THE WORK.
TERMITE PROTECTION
1. TERMITE PRETREATMENT SHALL !MAKE USE OF BORA-CARE TERMITICIDE. THE BORA-CARE
TERkAMI CIDE TREATMENT IS REGISTERED BY THE FLORIDA D PART`fNT OF AGRICULTURE AND
CONSUMER SERVICES AS REQUIERED BY THE FLORIDA BUILDING CODE 2010 - RESIDENTIAL
2. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A
CERTIFICATE OF CO!JPLIANCE SHALL BE ISSUED BY A LICENSED PEST CONTROL COMPAN'i BEFORE
A CERTIFICATE OF OCCUPANCY MAY BE ISSUED, THE CE T, OF COMPLIANCE SHALL STATE:
'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERR.ANEANI
TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY THE
FLO., A DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES'.
FOUNDATION NOTES
1. FOUNDATION IS DESIGNED BASED ON PRESUMPTIVE SAFE ALLO',VABLE BEARING PRESSURE OF 2000
PSF. CONTRACTOR SHALL VERIFY THAT THE MINIMUM BEARING PRESSURE OF 2000 PSF IS
OBTAINED PRIOR, TO FOOTING PLACEIdENT,
2. FOOTING SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS.
3. ,AS REQUIRED BY THE LOCAL MUNICAPIUTY BUILDING DEPAliu,IEN T, A FOUNDATION SURVEY SHALL
BE PERFORMED AND A COPY OF THE SURVEY SHALL ON THE SITE FOR THE BUILDING
INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED
FROM MARK , TO ti1,ARKER TO VERIFY REQUIRED SETBACKS.
CONCRETE NOTES
1. CONJCRETI STRENGTH SHALL BE 2500 PSI Al 28 DAYS AND IN .ACCORDANCE WITH A.C.I. 3184.
2. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ,ASPJ A515 GRAFE
40.
3. 4'rELDED WIRE FABRIC SHALL BE IN ACCORDANCE INITH THE LATEST EDITION OF ASIM A185.
CONCRETE MASONRY NOTES
1CONCRETE
MASONRY
WORK SHALL BE I
ACCORDANCE STH A.C.I. S�1�AS�E 5
/T4
IS 40_.
2. CONC,R,ETE
MASONRY UNITS SHALL BE IN CONFORMANCE WITH ASTM C90, GRADE N, TYPE II
ASTM 1.140 AND SHALL HAVE A CODJPRESSIVE STRENGTH OF 2000 PSI MINIMUM BASED 01\I THE
NET GROSS SECTIONAL AREA,
3. COARSE GROUT SHALL BE IN CONFORMANCE WITH ASTM C476.
4. ifORTAR SHALL BE TYPE "M" OR "S" IN ACCORDANCE WITH ASTM C270.
5. ,ALL M,ASONARY UNITS SHALL BE LAID IN RUNNING BOND U.N.O.
6. PROVIDE 8' PRECAST CONCRETE LINTELS ASM ;ALL MASONARY OPNGS, ALL LINTEL FOR OPivNGS,
OVER 5-6" SHALL BE GROUTED SOLID 411/ 8" STANDARD ERG. EA. END U.N.O. (4' MIN, BEARING
11\50.)
PRE-ENGINEERED WOOD TRUSSES
1. ALL TRUSSES SHALL BE IN ACCORDANCE YlTH THE LATEST EDITIONS OF THE "NATIONJAL DESIGN/
SPECIFIC.ATONS FOR STRESS -GRADE LUMBER AND ITS FASTENERS" .AS RECOMMENDED BY THE
NATIONAL FOREST PRODUCTS ASSOCIATION.
2. THE TRUSS MANUF. SHALL VERIFY .ALL TRUSS SPANS, SLOPES, BEARING POINTS, AND DkMEiNSIONS
BEFORE FABRICATION. ANY DEVIATIONS OR DISCREPANCIES FROM THE PLANS TO BE BROUGHT TO
THE ATTENTION OF THE BUILDER /ARCHIITECT/ENGINEER PRIOR TO PROCEEDING. TRUSS MANUF. TO
SUPPLY ALL TRUSS TO TRUSS HANIGERS .AND CONNECTIONS.
3. TRUSS MANUF. TO PROVIDE SHOP DRAWINGS ON NEW AND,/OR REVISED MODEL PLANS TO BUILDER
FOP, REVIEW BEFORE FABRICATION/. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSS PROFILES,
GRAVITY/UPLIFT LOADS, BRACING MEMBERS, AND TRUSS TO TRUSS HANGERS.
4. ALL PREFAB. WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR
BEAMS AS REQUIRED PER THE FRAhJING PLANS.
5. PP,E-ENGINEERED WOOD TRUSSES, RAFTERS, .AND OTHER ROOF FRAMING MEMBERS SHALL BE
SPACED AT 24' O.C. MAMILIM.
6. RIDGE AND VALLEY SET MEMBERS SHIALL BE A NOMINAL DIMENSION! OF 2" LARGER THAN
RAFTERS.
7. .ALL ROOF FRAMING MEMBERS SHALL BE MIN. SIP 42 OR BETTER,.
WALL & ROOF FRAMING NOTES
1, WOOD CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION/ OF "NATIONAL DESIGN/
SPECIFICATIONS FOR WOOD CONSTRUCTION" BY THE NATIONAL FOREST PRODUCT ASSOCIATION.
2. ROOF ,AND 'WALL STRUCTURAL SHEATHING SHALL BE SPAN RATED IN ACCORDANCE WITH APA PS
1-33 OR iNER-108. NAILS USED IN ALL SHEATHING .APPLICATIONS SHALL BE 3d RING SHANK,
HOT DIPPED GALVANIZED, HAND OR GUN DRIVEN NAILS, GUN DRIVILN NAILS SHALL HAVE HEAD
AND SHANK( SIZE EQUIVALENT TO HAND DRIVEN/ NAILS, OTHERI`ISE SPACING SHALL LL REDUCED
FROM 12' TO 10",8" TO 6", 6' TO 5", 4" TO 3", AND 3' TO 2' IN THOSE APPLICATIONS.
3. ALL EXTERIOR FRAMED WALL STUDS SHALL BE AS NOTED ON PLANS AND OR A MINIMUM GRADE
OF #2 SYP OR BETTER. INTERIOR WALL STUDS SHALL BE A MINIMUM OF S -P -F #2 OR BETTER,
4, WOOD HEADERS PER SCHEDULE UNLESS NOTED OTHERWISE ON PLANS. ALL HEADER .MATERIAL TO
BE SOUL ERN YELLOW PINE #2 MIN. PROVIDE STRAPS AS REQ'D. PER DETAILS.
5. PROVIDE A BUILT UP OR SOLID SAWN COLUMN UNDER ALL GIRDERS ;AND BEAMS IN FRAMED
WALLS UNLESS NOTED OTHERWISE ON PLANS..A MINIMUM OF (2)2x4 STUDS SHALL BE USED.
STRAP 1JEMBER DIRECTLY TO TOP OF COLUMN AND BOTTOM IN/ A MIN. OF SIMPSON SPH4 OR
EQUAL AT EACH STUD. PROVIDE BLOCKING TO BEARING WALL ULLOW AS REQUIRED, HEAVY HOLD
DOWNS MAY BE REQUIRED AT SOME LOCATIONS AS NOTED ON PLANS.
6. END JOINTS IN STRUCTURAL DOUBLE PLATE SHALL BE OFFSET AT LEAST 4'-0'. STRUCTURAL
DOUBLE PLATES TO BE NAILED AT 6' O.C.
7. AT EXTERIOR FRAME WALLS, PROVIDE FULL PANEL OF SHEATHING FROM ALL CORNER EDGES. FULL
PANEL MUST BE SAWCU T AROUND ANY OPENINGS. SEE DETAILS FOR NAILING REQUIREMENTS.
8. THE NUMBER AND SIZE OF NAILS CONNECTING WOOD MEMBERS SHALL NOT BE LESS THAN THOSE
SPECIFIED IN TABLE 2304.9.1(FASTENING SCHEDULE) OF THE FLORIDA BUILDING CODE 2010
-P,ES@ENTIAL- UNLESS NOTED OTHERWISE,
9. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED LUMBER OR SEPARATED
FROM CONCRETE W/ FELT PAPER OR METAL PLATES.
10. ALL NAILS AND BOLTS EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVINIZED.
UPLIFT CONNECTORS
1. UPLIFT CONNECTORS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT
FORCES, INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE
MEMBERS OF THESE WALL WOULD NOT NEED TO HAVE CONNECTORS APPLIED.
2. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF TRUSSES THRU PLATES TO SLAB AND
FOUNDATION! PER PLAN.
3. UPLIFT CONNECTORS AT ROOF TRUSSES SHALL BE BENT OVER TRUSS TOP CHORDS AS REQUIRED
AND NAILED PRIOR TO APPLICATION OF ROOF SHEATHING. MISSED STRAPS SHALL BE INSTALLED
PER PLAN PRIOR TO SHEATHING INSTALLATION,
4. THE MAXIMUM NUMBER OF FLAT STRAPS (I.E. "HETA20") IN THE TOP BLOCK WALL COURSE AT
ANY GIRDER TRUSS SHALL BE (2) STRAPS WITH 8" CLEAR DIMENSION BEFORE NEXT STPAP(S).
5. ,ALL SPECIFIED CONNECTORS SHALL BE INSTALLED PER CONNECTOR MANUFACTURERS
INSTRUCTIONS.
6. NO CONNECTOR SHALL BE BENT IN THE FIELD UNLESS NOTED AS ACCEPTABLE IN THE
CONNECTOR MANUF. PRODUCT CATALOG.
7. WHEN ,ANCHORING (2) WOOD ITEMS TOGETHER, THE LENGTH OF HURRICANE STRAP iAUST BE
EQUALLY HALF ON EA, ITEM.
S. INSTALL ALL SPECIFIED FASTENERS AT EACH CONNECTOR. REFER TO CONNECTOR SCHEDULE FOR
MINIMUM NUMBER OF FASTENERS.
9. MAY SUBSTITUTE HURRICANE STRAP WTHI STRAP OF GREATER HOLD DOWN VALUE OR GREATER
UPLIFT b'ALUE IN FIELD WITHOUT VERIFICATION, PROVIDED .ALL MANUFACTURERS INSTALLATION
INSTRUCTIONS OR REQUIREMENTS ,ARE FOLLOWED.
STRUCTURAL CRITERIA
1. APPLICABLE CODE:
FLORIDA BUILDING CODE 2010 - RESIDENTIAL
`,MIND SPEED - 140
NON -MND -BORNE DEBRIS
REGION; WIND IMPORTANCE FACTOR - (1) ONE; "ENCLOSED" BUILDING TYPE; EXPOSURE
CATEGORY C - SEE ROOF PLAN NOTES.
2. INTERNAL PRESSURE COEFFICIENT: +/- 0.18 hMAXIMUM MEAN ROOF HT. = 30 FEET
GENERALNOTES
1. DOORS BETWEEN GARAGE AND LINING SPACE SHALL BE MINIMUM 1 3F'8" THICK SOLID COPE
WOOD DOORS, 1 3/8" SOLID OR HONEYCOMB CORE STEEL DOORS, OR 20 -MINUTE FIRE RATED
DOORS.
2. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS
THAN 1/2' GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE
ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN
5/8' TYPE X GYPSUM BOARD OR ITS EQUIVALENT.
3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE
DY�ELLIN FROM THE GARAGE SHALL BE CONSTRUCT D OF A MINIMUM NO. 26 GAGE SHEET
STEEL OR APP'ROV'ED EQUAL.
4. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE
AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1; 2' GYPSUM BOARD.
DOOR SCHEDULE
206$
CO
it M
O
-N-�
DOOR DOOR
DOOR DOOR
WIDTH WIDTH
HT. HT,
FEET INCHES
FEET INCHES
NOTES ;
i. NUMBER OF PANELS, HAND,
& SliVIING AS SHOWN/ ON PLAIN
LATEST REVISION
DATE TO MASTER:
3/12/13
d
LTJ
C!)
DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
PER INDICATED CII'AENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO M/1
HOMES FOR CLARIFICATION!
e
01
MlI ORLANDO
CO
it M
O
-N-�
co
00
}--
U 00
z'
UJ
LLT�
Ll
o O l__
F-
C[f F--
ILLI=o
UJ
LL C/ CSI Lai
LLI-
LTJ
C!)
DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
PER INDICATED CII'AENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO M/1
HOMES FOR CLARIFICATION!
e
01
MlI ORLANDO
CO
it M
"r-
> >
Ll
LIJ
UJ
LTJ
C!)
DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
PER INDICATED CII'AENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO M/1
HOMES FOR CLARIFICATION!
e
01
MlI ORLANDO
7/16' OSB SHEATHING
END OR
FLOOR T^
7,`8" CEIIEN
ON PAPER
AIR INFILTRATION B
(DESIGN STANDARD:
MID -WALL
WEEP SCREED
1/2"
PLAS
U Uaw n,yLL
DETAIL Oa, BLOCK IFIRAME CONNECTION
SCALE: 3" = 1'-0„
r IYWEK OBER 'C' PEEL AND STICK
/ FLASHING AND WINDOW FLANGE
TAPE OVER CUT
J TYVEK
PEEL AND STICK DETAIL
8'-0" MAX. SPAN W/0 2x8 RIDGE
20 VERTICAL BLKG. / 2x6 VALLEY RAFTERS
2--
/ 2x4 COLLAR, TIE IN
UPPER 3RD OF ROOF HT.
MTS12STRAP-- --ERT. AT MTS12
NAAX. (ONLY STRAP
S > 3'-0")
2x4 BLKG. AT VALLEY RAFTER
BRG. BTWN. TRUSSES
ROOF TRUSS ROOF TRUSS
BELOW RAFTER
HAND VALLEY FRMG. DETAIL
ALTERNATE VALLEY DETAIL FROM TRUSS ENGINEER MAY BE
SUBSTITUTED PROVIDED DETAIL HAS STATE OF FLORIDA
LICENSED STRUCTURAL ENGINEER STAMP
;r3/4" DIA. x 6" DP. HOLE
z i FSRBAR DOWEL SET IN
i EP015 ADHESIVE
w %
GROUT SOLID AT TOP OF BLK. WALL
TOP OF CELL
SAWCUT APPROX. �CONC. FILLED REINF.
4W.x24"H. OPENING I� TOP COURSE PER TYP.
"
IN WALLI WALL SECTION
NOTES: II 5" MIN. LAP
--DRILLED HOLE TO BE 'OF REBARS
CLEANED PRIOR TO
DISPENSING ADHESIVE 3000 PSI CONIC.
--EPDXY ADHESIVE TO —E FILLED CELL W/
HIGH STP,ENGTH TYPE #5 REBAR
--REBAR DOWEL MUST
BE CLEAN AND OIL FREE I ; SAWCUT 1° W. OPNC. IN
SAWCUT APPROX. I WALL FROM TOP TO
BOT
-0,1 OPENING BOT -0,1 FOR FULL HT.
IN AIrALL I REBAR PLACEMENT INTO
CELL -FILL SOLID ',V/
25" -WN. LAP I GROUT
OF REBA,RS TOP OF SLAB
zo 3 �'4" DIA. x 6" DP. HOLE
z F6R p EAR DOWEL SEkIN
Li EPDXY ,ADHESIVE
ADDED REINF. FILLED
BLOCK CELL DETAIL
WOOD FRAME WALL .ASSDdBLY
COATED GLASS MAT WATER-RESISTANT
GYPSUNf BACKER BOARD (1/2" DENS -GLASS)
STOP AT TOP OF LINED
TILE WALL SYSTEM
SHOWER DRAIN FOR TILE SHMNER
INSTALLATIONS USING A SHOWER PAN LINER
2x10 BL'KG CONT. ALL SIDES OF SHOWER
GRAVEL AT DRAIN OR PLASTIC PRO -SLOPE
WEEP PROTECTOR TO I .AINLAIN DRAINAGE AT
DRAIN WEEP HOLES
MORTAR BED AT 'WALL
W/GALV. METAL LITH
MORTAR BED 1,IIN. THICKNESS
i 1-1/2" - PHLS. SLOPE iJs" °EP
z 4' �,T RPROOF SHOWER PAN UIQ
- EXTEND LIP WALLS 10' �t;IIN.
UNDER CLAh,1P RING
WOOD TRUSS FLOOR
SYSTEt,l - SEE FRANIING f
PLAN FOR DETAIL
ND S TY. SHOWER DETAIL
N.T.S.
P.T. A400D FURRING OR WOOD
FRAME WALL ASSEMBLY
TILE WALL SYSTEM
COATED GLASS NIAT WATER-RESISTANT
GYPSUM BACKER BOARD (1;x'2" DENS -GLASS)
SHOVER DRAIN FOR TILE SHOWER INSTALLATION
,'MERE THE USE OF A SHOWER PAN LINER IS
NOT REOUI RED
MORTAR BED AT WALL
7
W/GALV. tIETAL LATH -
T1LE FLOOD SV
STEM
Ij
a /� t
NiOR I A , BED
YIN. THICKNESS 1-1/2"
MIN. SLOPE 1/4" PER FT
1 ST STY, SHOWER DETAIL
N.T.S.
LAr� ?AL 5
,vt,-ti�aEh e
W6,95 VAR"
ESICI V ec
i
SHOWER DOOR OR SHOWER ENCLOSURE
W/RAN+L SET IN FULL BED OF SILICONE
SEALANT - CENTER ON N1,ARBLE SILL &
WALL BEYOND IF PROVIDED
0RBLE SILL
EXTEND WATERPROOF SHOWER PAN LINER
UP & OVER SILL FRAMING
I
I
P.T. 214 WOOD BUILT-UP SILL
W/HORTAR BED & GALV. LATH
AT TOP & SIDES
I
I
PRE -SLOPE BASE M,AT'L-
1iORTAR BED OR COMPOSITE LOW
DENSITY EPS BOARD fPRO-SLOPE)
MIN. SLOPE 1/4" PER FT. 1/2"
TILE FLOOR SYSTEM
SHOWER DOOR OR SHOWER
ENCLOSURE W/FR,41E SET IN
FULL BED OF SILICONE
SEALANT - CENTER ON
MARBLE SILL & WALL BEYOND
IF PROVIDED
FLOOR TILE
MARBLE SILL
1/2"
MORTAR BED AT WALL
W/GALV. METAL LATH
SHOWER DRAIN RECEPTOR - TOP OF
DRAIN 2" N11N. BELOW F.F. LEVEL
5 rRUCTUq4C
�SEER Yi;V 0617 OCER
ocxfvc Cu' rJ +r
I r:Gh'T �3t ray,: �
j
10
D,Av? ^,r4L HRACE j
f AS REOUIR J ' #
i?�SJc�
A 'rA�:;yam•,
C4Etf
TO RESIST 30THP-b'SlYiV6
SECTION B 5
.
avu ✓L_„i.U• . o,4c_s gar a4r
-- a..L — ---
2f:7=
a,A a RACV TFC/r i
E -N KALL
LV-1GONALBRACE Mf.4Y 9F iiE0 ,'rl,70
907-10M
STANDARD END DROPPED TOP CHORD END
SECTION A -A SECTION C -C
COTES:
11 ACTUAL BRACING REQUIREMENTS WILL VARY DUE TO WIND LOAD, CODE CRITERIA, BUILDING HEIGHT,
TRUSS SPAN, WEB LUMBER GRADES°SPECIES/ON CENTi R BRACING AND OTHER VAP,I.#BLES.
BRACING (.AND ATT.ACHLIENT) REOUIREMENTS SHOULD BE DESIGNED FOR EACH S?ECIFIC JOB.
2) CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL, AS WELL AS THE DES!GN
AND �PECIFICATiON OF TEMPORARY AND PERMANENT BRACING OF THE ROOF SYSTEM IS THE
RESPON31BILITY OF THE BUILDING DESIGNER.
' L ,”
N. T. S.
j
12
6r-
ROOF TRUSSES OR 2x RAFTERS
AT ?1" O.C.- COPJNECT
4'J; (2)16: ,I11N. COIAIONS
TOE -NAILED 10 TOP PLATE
'SP2' AT EA. STUD TO TOP PLATE
AT EXTERIOR 'HALLS (USE SPH4 AT
INTERIOR WALLS)
2x CONT. STAGGERED
N11D-',PALL BLOCKING
(WALLS OVER 10' H.--PROV1DE
BLKG. AT 4'-0" O.C. NiAX.)
3 �5' INCL. 3/`4" PRItfE TRIJ,I X1/2° GYPSU,m BD. LR -33 INSULATION
ROOF O.H. FASCIA BOARD ON 2x / 2x STUDS AT i6" O.C. SEL
2'-0" WALL AND ROOF FRAMING NOTE
ZONE 1 - USE 8d "RINGSHANK" NAILS @ 12" Q.C. 'FIELD) 6" O.C. (EDGE) SUSFASCIA PRE-EPIG'D. CCONC. LINTEL FOP, SPECIES
0
0 ZONE 2 - USE 8d "RINGSHANK" NAILS @ 6" O.C. (FIELD,/EDGE)ABV. TYP. WDA4. AND DOOR OPNG'S.
0 ?ONE 3 - USE 8d "RINGSHANKNAILS @ 4" O.C. (FIELD /EDGE) SEE PLANS FOR LOCATIONS AND TYPES
ROOF NAILING PATTERN COTE ALLSOFFITi
VENTED SOFFIT)
NOTES: 1 EXTEND ROOF 1'-0" BEYOND
NOTE: ALL PL'(W00D ROOF SHEATHING SHALL HAVE A "PANEL
SPAN RATING" OF 32/`16,
7/8° CEMENT .;
PLASTER �
PAPER BACK LATH
BUILDING WRAP
(MrEK)
WALL SHEATHING
PEEL AND STICK
NIFL S
FLASHING 1 �f
r
' ALUMINUM WINDOW ' rl
FRAME SET IN CONT.
BED OF SEALANT
EXTERIORWINDOW HE,AD
SCALE: 2" - 1'-0"
ALUMINUM WINDOW
FRAME SET IN CONT.
BED OF SEALANT
PEEL AND STICK
MENIBRANE
FLASHING
BUILDING 14RAP
(TYVEK)
WALL SHEATHING
PAPER BACK
LATH
7/8" CENIENT
PLASTER
EXTERIOR WINDOWSILL
SCALE: 2" - 1'-0"
ALUMINUM WINDOW �t l
4' 5' INCL.
ROOF EDGE ROOF O.H.
HU,RR. STRAP AT EA. TRUSS
ROOF PLAN
U�SEE
BED OF SEALANT-' 1
01 1
8XBX16 CONC. KNOCKOUT BLK.
COURSE -FILL ','r/ CONIC.
TOPCQNDi-
n
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RIDGE 02
AN5BAR COINT.
FLASHING -f
201, 01 2
�J U
11
WALL SHEATHING'
U
` 2
WOOD TRUSSES @ 24" O.C.
SCALE: 2" - 1'-0"
W/ 2'-[D" O.H. OR 2x4x3 SISTER
DBL 2x P.T.
4' 0 '3
EDGE (SEE ROOF FR,AJ,IING PtAP!
- _ I _ _
2 I ��
FOR LOCATION)
B tR
I
(2 3;/4" E,MBED.) W,/' 2"SQ. WASHER
- -
DRIP EDGE OVER
12
6r-
ROOF TRUSSES OR 2x RAFTERS
AT ?1" O.C.- COPJNECT
4'J; (2)16: ,I11N. COIAIONS
TOE -NAILED 10 TOP PLATE
'SP2' AT EA. STUD TO TOP PLATE
AT EXTERIOR 'HALLS (USE SPH4 AT
INTERIOR WALLS)
2x CONT. STAGGERED
N11D-',PALL BLOCKING
(WALLS OVER 10' H.--PROV1DE
BLKG. AT 4'-0" O.C. NiAX.)
3 �5' INCL. 3/`4" PRItfE TRIJ,I X1/2° GYPSU,m BD. LR -33 INSULATION
ROOF O.H. FASCIA BOARD ON 2x / 2x STUDS AT i6" O.C. SEL
2'-0" WALL AND ROOF FRAMING NOTE
ZONE 1 - USE 8d "RINGSHANK" NAILS @ 12" Q.C. 'FIELD) 6" O.C. (EDGE) SUSFASCIA PRE-EPIG'D. CCONC. LINTEL FOP, SPECIES
0
0 ZONE 2 - USE 8d "RINGSHANK" NAILS @ 6" O.C. (FIELD,/EDGE)ABV. TYP. WDA4. AND DOOR OPNG'S.
0 ?ONE 3 - USE 8d "RINGSHANKNAILS @ 4" O.C. (FIELD /EDGE) SEE PLANS FOR LOCATIONS AND TYPES
ROOF NAILING PATTERN COTE ALLSOFFITi
VENTED SOFFIT)
NOTES: 1 EXTEND ROOF 1'-0" BEYOND
NOTE: ALL PL'(W00D ROOF SHEATHING SHALL HAVE A "PANEL
SPAN RATING" OF 32/`16,
7/8° CEMENT .;
PLASTER �
PAPER BACK LATH
BUILDING WRAP
(MrEK)
WALL SHEATHING
PEEL AND STICK
NIFL S
FLASHING 1 �f
r
' ALUMINUM WINDOW ' rl
FRAME SET IN CONT.
BED OF SEALANT
EXTERIORWINDOW HE,AD
SCALE: 2" - 1'-0"
ALUMINUM WINDOW
FRAME SET IN CONT.
BED OF SEALANT
PEEL AND STICK
MENIBRANE
FLASHING
BUILDING 14RAP
(TYVEK)
WALL SHEATHING
PAPER BACK
LATH
7/8" CENIENT
PLASTER
EXTERIOR WINDOWSILL
SCALE: 2" - 1'-0"
ALUMINUM WINDOW �t l
L703' CEMENT PLASTER,
FP,Ab1E SET IN COAT. ; � ,
�?
-Lo
BED OF SEALANT-' 1
PAPER, BACK LATH
PEEL AND STICK
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MEMBRANE
BUILDING BUILDING 14RAP
FLASHING -f
(II'a)
11
WALL SHEATHING'
U
EXTERIOR WINDOW
JAMB
SCALE: 2" - 1'-0"
DBL 2x P.T.
LL Cl: N LL
BLOCKING
4'ERT. REINF. CONC.
FILLED CELL IN/ 1-P5
n
NAILS
AT
AT 6 O.C.
„
2"
B tR
1/ EXP. BOLT AT 24" O.C. VERT.
(2 3;/4" E,MBED.) W,/' 2"SQ. WASHER
c
B
�
REINF. FILLED `TOP
co
FLOCKCOURSE
SINIPSON "SP2" .AT EA. STUD .AT
II
Lu
Lu
EXTERIOR WALLS USE SPH4 (AT
CONIC. BLK.
INTERIOR BEARING WALLS)
'NALL PER TYP.
WALL SECT( N
0
II
ATTACH EXT. SHEATHING TO
f
�E„
STUDS Tu�S / PLATES P PER
I -
STRUCTURAL NOTES
'FE OXT. REINF. CONIC
s
FILLED CELL 'N/' IJ5
BAR
I
.AT EXT. FR41c,' 'NALL TO BLOCK WALL
PRO�r1DE 2x P.T. W/ 1 J2" E;{P. BOLT
-� AT 24" O.C. VERT. (4' EMBED.) AN/ 2'
SQ. WASHERS PROVIDE 1 1/2" EDGE
DISTANCE FOR BOLTS
X
rME
II N SIM'PSON "SP?' AT EA, STUD AT
E;tTE RIOP, IVALLS (USE SPH4 AT
INTERIOR BEARING WALLS)
TOP OF SLAB
I 8"
— — —I i
E .�T. FRAMESski ALLT
BLOCK WALL CONNECTION
DETAIL APPLICABLE TO ALL EXTERIOR FRAME WALLS ONLY
UNLESS OTHERWSE NOTED ON FLOOR PLAN
WIDTH OF POOL OR SERVICE DOOR
OPENINGS @ EACH SIDE U.N.O.
2. EXTEND ROOF 2'-O° BEYOND
WIDTH OF S.G.D. OPENINGS
OS EACH SIDE U.N.O.
DEVIL OF ONE STORY ROIO,F
OVERHANG 5 EXTERIOR DOORS
N.T.S
PROVIDE SOLID 2x4 BLKG. BTINN.
TOP/BOT. RAILS FOR SOLID NAILING
OF STRAP ;'
/_PROVIDE 2x4 BLKG. BTW'N, FLR.
S1,MPSOIN ),5TAk124" STRAP IN/ �' TRUSS- CONNECT TO BLK. W/ (4)
15� 1/4°x2 1:14" MASONRY 0.145 DIA.x3" L. POWDER ACTUATED
L. ALONG
SC,WY TO LhYCK WALL AND � SIDE OF GABLEL�ND CE �LR� TRUSSES
(9)]Od COW/ JOINS TO FLR. TRUSS
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z LL,
N LLJ
CONC. FILLED REINF. TOP
BLK. COURSE PER TYP.
WALL SECTION
MISSED FLOOR TRUSS
TO BLK. WALL STRAP
PROVIDE (1) "1MST,4124" FOR EA. "HETA20" STRAP SPECIFIED
SIMPSON 'hITSh116" STRAP IN/
(4) 1/'4'x2 1/4" TAPCONS TO
BLOCK WALL AND (7)10d
COMMONS TO TRUSS �I�ROONF TRUSS
�� II
ll
z 1 I INSTALL ADD'L. STRAP
w o� ,� DIAGONALLY FRO,1I EA.
N ' OTHER FOR SINGLE
CONC. FILLED REINF. TOP h,52ER TRUSS
BLK. COURSE PER TYP.
WALL SECTION
MISSED ROOF TRUSS TO BLK, WALL STRAP
USE (1) MTSM16 STRAP FOR UPLIFT VALUES B60 LBS. OR LESS
USE 2) MTSM16 STRAPS FOR UPLIFT VALUES 1720 LBS. OR LESS
UPLIFT VALUES OVER 1720 LBS. REQUIRE LETTER FROM1I ARCHITECT OR ENGINEER
PRE-ENG'RED ROOF OR FLOOR TRUSSES
AT 24° O.C.
___x\
CONNECT EA. TRUSS BOT.
CHORD 'di,` (2)164 MIN.
COMMONS TOE -NAILED TO
TOPPLATE
1'2" GYPSUM BD.
DBL. 2x TOP PLATE
R-11 INSULATION .AT ALL 'HALLS
ADJACENT TO NON -AIR CONDITIONED
SPACES
1/2' DRYWALL
2x STUDS 16" O.C.
�,2 SPF OR BETTER
R-38 INSULATION
'SP2' AT E.A. STUD TO SILL
PLATE AT EXTERIOR WALLS (USE
SPH4 ,AT INTERIOR WALLS)
SEE ROOF PLAN FOR RE�D'D.
STRAP AT EA. MEMBER,
, IPSON DSP .AT 16" O.C.
ACROSS HDR. SPAN
REFER 10 HEADER,
SCHED. FOR SIZES
"LSTA24" STRAP AT
HDR. STUD TO BEAM;
(2) STRAPS EA. SIDE
IN/ (1) OR YORE TRUSSES
ACROSS OPNG.
NOTE:
TRUSS TO PLATE ANCHOR', STUD TO
TOP OR SILL PLATE ANCHORS,
AND BOLTS TO SLAB NOT REQUIRED
AT IMIERIOR BEARING WALLS (NOTED
ON PLANS AS SUPPORTING GRAVITY
LOADS ONLY (NO UPLIFT LOADS)
NUMBER OF STUD
5/3" Eta. BOLTS (4' EMBED.) TO PLATE CONNECTORS TO
AT 32" O.C. IEfA;{..4/ 2° SQ. WASHERS MATCH NUMBER OF STRAP'S
PROVIDE "SPH5" STRAP AT 2x6 STUDS ABOVE OF'NG.
IN LIEU OF "SPH4" STRAPS
-STY, F` ME SRO, WALL
STRAPS AND BOLTS NOT REQUIRED AT INTERIOR BEARING NALLS
NOTED ON PLANS AS SUPPORTING GRAVITY LOADS ONLY (NO UPLIFT LOADS)
3x8,(16 CONC. KNOCKOUT
25° hill'(. LAPS BLK. TOP COURSE -FILL ,
W;' CONIC. & 1-#5 BAR CONT.
r5 REBAR W/ STD. HOOK 1
�t
REIINF. CONC. 'FILLED
CELL5 VERT REBAR
/), 25" N11N. LAP
#5 REBAR W/ STD. HOOK
BLOCK WALL HT. TRANSITION DETAIL
- METAL OR VINYL. TRIM
CONTROL / EXPANSION JOINT
- 7,,'8" CEMENT PLASTER
PAPER BACK LATH
24" WIDE PEEL & STICK
NIE0RANE OR ,',x`15 FELT
FLASHING
BUILDING NPIAP ( TY�,EK)
WALL SHEATHING
SHINGLES (ATTACH W/ GALV, NiETAL ROOFING NAILS PER NIANUF.
INSTALLATION DETAILS) OVER 15# FELT (2" SIDE LAP / 4" END LAP AND
CAP NAILS AT 12" O.C.-EDGE, 24" O.C.-FIELD) ON 7/16" SPAN RATED
STRUCTURAL SHEATHING `SEE ROOF NAILING PATTERN) AND PRE-ENG'RED
ROOF TRUSSES .AT 24" O.C.
HURR. STRAP AT EA. TRUSS SEE 12
ROOF PLAN PER
ELEV. R-38 INSULATION
8x8x16 CONC. KNOCKOUT BLK, TOP
COURSE - FILL `IN/ CONIC. AND 1-#5
BAR CONT.
"+ DRIP EDGE OVER1 /2" GYPSUM BD.
jj�F _— FASCIA 4'-0"
i 12" r'
FASCIA MATERIAL TO BE DIAPHRANI AREA FASTEN W; 5d NAILS
HURR. ANCHOR AT E.A. TRUSS TO TOP PLATE ALUh,MAI OR 5,,'4" PRIf,,!E TRIM II AT 4" O,C. REMAINDER AT 7" O.C.
SEE FRNIG. PLANS
BOARD OVER 2x4/2x6 SUBFASCLA
"SPH4" AT EA. STUD TO REFER TO SUBD. SPECIFICATIONS r PRE-ENG'RED. PRECAST CONC. LINTEL ABV. TYP,
TDP PLATE FOR FASCIA ViATERLAL J ii WDW. AND DOOR OPNGS. SEE PLANS FOR
f u LOCATIONS AND TYPES
II
CONT. ALUM. I II I/2" DR'ONALL OVER 1r? P.T. (MIN.) ,a- 24"
VENTED SOFFIT z °01 O C(MA ( )
NOTE:
TRUSS TO PLATE ANCHOR, STUD TO TOP OR SILL
REQUIRED PLATE ANCHORS,1
AND BOLTS OL 5 TO SLAB TEXTURED „E� UIP, P� � E
ED
TEXTU.,ED c,EhfENT FINISH OVER
Al INTERIOR BEARING WALLS NOTED ON PLAINS AS 3,(3x16 CONIC. BLOCK
SUPPORTING GRAVITY LOADS ONLY (NO UPLIFT
LOADS)
"SP"TYPE ANCHOR AT EA.
2x P.T. SILL PLATE STUD TO SILL PLATE
5/8" EXP. BOLTS (4" EMBED.) AT 24" O.C. ,,iAX.
3 1/2 h11N. CONC. SLAB (2500 PSI) IY/ Vr/ 2" SQ. WASHERS @ CONT. BRIG WALLS
FIBERYESH OR 6x5 10/10 WWM OVER VAPOR
BARRIER
e
CLEAN COMPACTED TERMITE z
TREATED FILL -�
THICKEND SLAB FOOTING
PER SLAB PLAN
TYP. INT. BRG, WALL SECTION
SCALE: '1 1 /2"=1'-D"
Q
ME
N
FINISH GRADE
z
#5 BAR DOY1`EL TIED TO FTG. REBAR
AT EA. REINF. FILLED CELL AS
LOCATED PER SLAB PLAN
CORE -FILL 500 FOAM INSULATION IN ALL
OPEN DAU WALL CELLS - REFER TO
iEz II ENERGY CALCULATION FOR P, -VALUE
11 5 VERT. BAR TIED INTO ;#5 BAR DOWEL AND
TOP COURSE REBAR AT EA, REINF CONC.
II FILLED BLOCK CELL AS LOCATED PER PLANS
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ml PRECAST WDIN. SILL - TYP. AT STD,
I V@W.OPNG.
rr1
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Lal
nu N. 3 1/2" MIN. CONC. SLAB (2500 PSI) W/
IIII FIBERNiESH OR 6x6 10/10 WVAI OVER VAPOR
_ p11 I BARRIER
u
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u
CLEAN COhiP,ACTED TERMITE
IL6 TREATED FILL
YONOUTHIC SLAB EDGE FOOTING
15"PER SLAB PLAN
TYP, EXT. BLOCK VViALL SECTION
SCALE: 1; 2 =1 -O
FLASHING: ROOF & WALL FLASHING SHALL BE ALUM, OR GALV. METAL W/ FASTENERS MAX. 16" O.C.
LATEST REVISION
DATE TO MASTER:
3/12/13
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6"
MAX
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SEE ROOF PLAN FOR RE�D'D.
STRAP AT EA. MEMBER,
, IPSON DSP .AT 16" O.C.
ACROSS HDR. SPAN
REFER 10 HEADER,
SCHED. FOR SIZES
"LSTA24" STRAP AT
HDR. STUD TO BEAM;
(2) STRAPS EA. SIDE
IN/ (1) OR YORE TRUSSES
ACROSS OPNG.
NOTE:
TRUSS TO PLATE ANCHOR', STUD TO
TOP OR SILL PLATE ANCHORS,
AND BOLTS TO SLAB NOT REQUIRED
AT IMIERIOR BEARING WALLS (NOTED
ON PLANS AS SUPPORTING GRAVITY
LOADS ONLY (NO UPLIFT LOADS)
NUMBER OF STUD
5/3" Eta. BOLTS (4' EMBED.) TO PLATE CONNECTORS TO
AT 32" O.C. IEfA;{..4/ 2° SQ. WASHERS MATCH NUMBER OF STRAP'S
PROVIDE "SPH5" STRAP AT 2x6 STUDS ABOVE OF'NG.
IN LIEU OF "SPH4" STRAPS
-STY, F` ME SRO, WALL
STRAPS AND BOLTS NOT REQUIRED AT INTERIOR BEARING NALLS
NOTED ON PLANS AS SUPPORTING GRAVITY LOADS ONLY (NO UPLIFT LOADS)
3x8,(16 CONC. KNOCKOUT
25° hill'(. LAPS BLK. TOP COURSE -FILL ,
W;' CONIC. & 1-#5 BAR CONT.
r5 REBAR W/ STD. HOOK 1
�t
REIINF. CONC. 'FILLED
CELL5 VERT REBAR
/), 25" N11N. LAP
#5 REBAR W/ STD. HOOK
BLOCK WALL HT. TRANSITION DETAIL
- METAL OR VINYL. TRIM
CONTROL / EXPANSION JOINT
- 7,,'8" CEMENT PLASTER
PAPER BACK LATH
24" WIDE PEEL & STICK
NIE0RANE OR ,',x`15 FELT
FLASHING
BUILDING NPIAP ( TY�,EK)
WALL SHEATHING
SHINGLES (ATTACH W/ GALV, NiETAL ROOFING NAILS PER NIANUF.
INSTALLATION DETAILS) OVER 15# FELT (2" SIDE LAP / 4" END LAP AND
CAP NAILS AT 12" O.C.-EDGE, 24" O.C.-FIELD) ON 7/16" SPAN RATED
STRUCTURAL SHEATHING `SEE ROOF NAILING PATTERN) AND PRE-ENG'RED
ROOF TRUSSES .AT 24" O.C.
HURR. STRAP AT EA. TRUSS SEE 12
ROOF PLAN PER
ELEV. R-38 INSULATION
8x8x16 CONC. KNOCKOUT BLK, TOP
COURSE - FILL `IN/ CONIC. AND 1-#5
BAR CONT.
"+ DRIP EDGE OVER1 /2" GYPSUM BD.
jj�F _— FASCIA 4'-0"
i 12" r'
FASCIA MATERIAL TO BE DIAPHRANI AREA FASTEN W; 5d NAILS
HURR. ANCHOR AT E.A. TRUSS TO TOP PLATE ALUh,MAI OR 5,,'4" PRIf,,!E TRIM II AT 4" O,C. REMAINDER AT 7" O.C.
SEE FRNIG. PLANS
BOARD OVER 2x4/2x6 SUBFASCLA
"SPH4" AT EA. STUD TO REFER TO SUBD. SPECIFICATIONS r PRE-ENG'RED. PRECAST CONC. LINTEL ABV. TYP,
TDP PLATE FOR FASCIA ViATERLAL J ii WDW. AND DOOR OPNGS. SEE PLANS FOR
f u LOCATIONS AND TYPES
II
CONT. ALUM. I II I/2" DR'ONALL OVER 1r? P.T. (MIN.) ,a- 24"
VENTED SOFFIT z °01 O C(MA ( )
NOTE:
TRUSS TO PLATE ANCHOR, STUD TO TOP OR SILL
REQUIRED PLATE ANCHORS,1
AND BOLTS OL 5 TO SLAB TEXTURED „E� UIP, P� � E
ED
TEXTU.,ED c,EhfENT FINISH OVER
Al INTERIOR BEARING WALLS NOTED ON PLAINS AS 3,(3x16 CONIC. BLOCK
SUPPORTING GRAVITY LOADS ONLY (NO UPLIFT
LOADS)
"SP"TYPE ANCHOR AT EA.
2x P.T. SILL PLATE STUD TO SILL PLATE
5/8" EXP. BOLTS (4" EMBED.) AT 24" O.C. ,,iAX.
3 1/2 h11N. CONC. SLAB (2500 PSI) IY/ Vr/ 2" SQ. WASHERS @ CONT. BRIG WALLS
FIBERYESH OR 6x5 10/10 WWM OVER VAPOR
BARRIER
e
CLEAN COMPACTED TERMITE z
TREATED FILL -�
THICKEND SLAB FOOTING
PER SLAB PLAN
TYP. INT. BRG, WALL SECTION
SCALE: '1 1 /2"=1'-D"
Q
ME
N
FINISH GRADE
z
#5 BAR DOY1`EL TIED TO FTG. REBAR
AT EA. REINF. FILLED CELL AS
LOCATED PER SLAB PLAN
CORE -FILL 500 FOAM INSULATION IN ALL
OPEN DAU WALL CELLS - REFER TO
iEz II ENERGY CALCULATION FOR P, -VALUE
11 5 VERT. BAR TIED INTO ;#5 BAR DOWEL AND
TOP COURSE REBAR AT EA, REINF CONC.
II FILLED BLOCK CELL AS LOCATED PER PLANS
u
I I
ml PRECAST WDIN. SILL - TYP. AT STD,
I V@W.OPNG.
rr1
IIII
Lal
nu N. 3 1/2" MIN. CONC. SLAB (2500 PSI) W/
IIII FIBERNiESH OR 6x6 10/10 WVAI OVER VAPOR
_ p11 I BARRIER
u
u
u
CLEAN COhiP,ACTED TERMITE
IL6 TREATED FILL
YONOUTHIC SLAB EDGE FOOTING
15"PER SLAB PLAN
TYP, EXT. BLOCK VViALL SECTION
SCALE: 1; 2 =1 -O
FLASHING: ROOF & WALL FLASHING SHALL BE ALUM, OR GALV. METAL W/ FASTENERS MAX. 16" O.C.
LATEST REVISION
DATE TO MASTER:
3/12/13
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DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO M/1
HOLIES FOR CLARIFICATION!
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1'
D�
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HANDRAIL WITH CIRCULAR CROSS
SECTION DIAMETER BTWN. 1 112"
TO 2", OR PROVIDE CROSS SECTION
OF EQUIVALENT
L
1 112" MIN.
TYPICAL SECTION AT HANDRAIL
BALUSTER SPACING LESS THAN 4" DIA, SPHERE
1 DDIAfdETER CONT
HANDRAIL BOTTOM RAIL LESS TAHN 2" DIA. SPHERE
R
� I I �, � i ! s ■ 1 I� � � s f � 11 � j
r,�rni ,^ruin Hilo
TYP, RISER =1.57"
TYP, TREAD =10"
REFER TO FLOOR PLAN FOR STAIR CONFIGURATION
NOTE: PICKETS SHALL BE PLACED NO
GREATER THAN 4" O.C.
TYPICAL STAIR SECTION
?TTO41 OF
)R LESS IN
CT TO
MAILS AT
:NT
CER IN/
is
SCALE: N.T.S.
HANDRAILS FOR STAIR°,%/AYS SHIALL BE CONTINUOUS
FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY
ABOVE THE TOIL RISER OF THE FLIGHT TO a`A POINT DIRECTLY
ABOVE THE L �N'EST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL
BE RETURNED OR SHALL TERMINATE IN NIEV'%EL POSTS OR SAFETY
TERMIINlALS, HfAISIDR.AILS ADJACENT TO A. �,%/ALL SHALL HAVE A
SPACE OF NOT LESS THAN 1-1/2" (38ISIM) EET�,,,0/EEN1 THE WALL
AND THE HANDRAILS
ROOF TRUSSES OR 2x RAFTERS
AT 24" O.C.- CONNECT
N/ (2)164 MIN. COMMONS
- R-38 INSULATION
GP,ASPABILITY
TREAD (NOT INCLUDING NOSING) = 10' WIDE
PLYWOOD
PERFORMANCE
2x8 BLOCKING BEHIND HANDRAIL 1" NOSING
,31'4"
FLOORING
11SP2" AT EA. SINGLE
TOP AT 39" ABOVE EDGE OF TREAD
HURR. STRAP AT EA. TRUSS
SEE ROOF PLAIN FOR P,EO'D.
,- 10' (TYP.)
STUD TO TOP PLATE &
"DSP"
SEE ROOF PLAN
STRAP AT E.A. 'MEMBER
:"-�__
AT EA. DOUBLE
DBL 2X12 HEADER
n
1. NAILHE.ADS SHALL
NAIL (2)20 TO B
EA. STUD
FLOOR TRUSS 12"
l r r I i+ !
1x10 STRINGER /
A
__ --�� �a ---- -
i i n
��
DEPTH
+ r +
i l l
I" NOSING /
r�
I � t
tFER TO HEADER
� SHEATHING t, �
O THE SHEATHING BY � O �E
IU
2x12 TREAD / /
/` GYPSUM D.
2x8 STAIR LEDGER CONN[
THAN THE NAILHEAD THICKNESS. i
o /
DIAPHRAM AREA
FLOOR TRUSS W/ (2)10d
3/4" PLYWD. /
2. PROVIDE 1/8" SPACE BETA'/EEN
PANELS.rl
r
6' O.C. MAX. OR EQUIVAL
z o RISER
REMAINDER AT 7" O.C.
CONNECT CARRIAGE TO LEI
(2)10d TOE -NAILED MIMIC
_
"LSTA24" STRAP AT
STAGGERED EA. SIDE
of
Q
EDGE OR FLAT AT SHEATHING JOINT -
SPECIFICATIONS
HDP,. STUD TO BEAM
8d N,AILS .AT 6" O.C. VERT.
1.11 ,i
CONNECT PLY1'l RISER TO
2x4 BLKG. SET ON EDGE
CONT. ALUM.
x
o o TREAD WITH (4) 8d NAILS
I•I �•�
t l i t
VENTED SOFFIT
REFER TO ENERGY CALCULATION
2X STUDS TO SUPPOP,T
rl
CD w
FOR REQUIRED INSULATION R -VALUE
x(2)
T' BEAM ABOVE (AT LANDING
Q
/
cl-o / x12 CARRIAGE ,AT SIDES AND
i
ACROSS OP NG.
i WHERE NECESSARY)
o Q CENTER OF STAIRS WITH 2x6
16" O.C.
7/8" THK. CEMENT PLASTER OVER
x
o
/ SPACER AT SIDE WALLS
8d NAILS AT 3" O.C. AT
7/16° MIN. STRUCTURAL WALL
/ CONNECT SPACER TO EA, STUD
11
3'4" T&C PLYNOOD FLOOR -NAILED &
rGLUED
SHEATHING -SEE DETAIL FOR
SHEATHING EDGES
W.! 8d NAILS AT 12" O.C. IN FIELD
REQ'D. NAILING PATTERN
NO STRAP REQ'D..AT
W/ (2) 10d COMMONS
,AND 6" O.C. AT PANEL EDGES
LSTA24" STRAP AT HDR,
STAGGER NAILS BTWN.
ii ii
I PROVIDE DRAFTSTOPPING TO SEPARATE
STUD TO PLATE IF
STUD TO RIM BD./BLKG.
PANEL EDGES
i i i i
/ 2x4 P.T.
SHEATHING CONT. TO
CONT. CALV. MTL.
/ KICK PLATE
r
r
8d
I i i I
���
NOTE: PICKETS SHALL BE PLACED NO
GREATER THAN 4" O.C.
TYPICAL STAIR SECTION
?TTO41 OF
)R LESS IN
CT TO
MAILS AT
:NT
CER IN/
is
SCALE: N.T.S.
HANDRAILS FOR STAIR°,%/AYS SHIALL BE CONTINUOUS
FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY
ABOVE THE TOIL RISER OF THE FLIGHT TO a`A POINT DIRECTLY
ABOVE THE L �N'EST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL
BE RETURNED OR SHALL TERMINATE IN NIEV'%EL POSTS OR SAFETY
TERMIINlALS, HfAISIDR.AILS ADJACENT TO A. �,%/ALL SHALL HAVE A
SPACE OF NOT LESS THAN 1-1/2" (38ISIM) EET�,,,0/EEN1 THE WALL
AND THE HANDRAILS
ROOF TRUSSES OR 2x RAFTERS
AT 24" O.C.- CONNECT
FLASHING.
ALL ROOF .AND WALL FLASHING TO BE ALUMINUM OR
C.ALV, METAL MATERIAL. CONNECT W/ C,ALV. METAL
NAILS AT 24" O.C. MAX.
CONT. 2x6 TOP RAIL- CONNTECT
TO FLR. TRUSS W/ (6)164 NAILS
EXT. SHEATHING NAILING PATTERN:
PROVIDE 8d NAILS .AT 3" O.C.
(2) ROWS ,AT 2x6 TOP RAIL
(1) ROW AT 20 BOT. RAIL
CONT. 20 BOT. RAIL- CONNECT
TO FLR. TRUSS vl/ (4)16d NAILS
(2x4 P.T. IF IN CONTACT W/ CONC.)
ALTERNATE FLR.
7116' Ill STRUCTURAL WALL
SHEATHING
! KU66 tNU NAU
IN LIEU OF 2x4 BLKG. ETVll RAILS
AS PART OF FLR. TRUSS END CONST.
2x4 SYP #2 STUDS § 16' O.C.
r 314" PLYWOOD
f+ FLOOR PRE—ENS D. FLOOR
NAILER�� duHm' 2x4 DIAPHR,AM BLOCKING t@ 24' O.C.
NAILER CONTINUOUS ACROSS Is# (2) TRUSS BAYS
CONNECT TO EA. BOTTOM CHORD W/ (4)
10d NAILS
"HETA20" STRAP 9 24' O.C. PROMDE SOLID 2x4
BLOCKING BET44EEN TOP & BOT. CHORDS WHERE
STRAP DOES NOT ALIGN W/ TRUSS VERTICAL.
ALT, DETAIL @ FLOOR TRUSS
PARALLEL TO MALL
CLAY ROOF TILES OVER 90# FELT ON 1/2° CDX
N/ (2)164 MIN. COMMONS
- R-38 INSULATION
8d NAILS AT 3" O.C. AT
TOE -NAILED TO TOP PLATE
�
ccor
PRE-ENGINEERED ROOF TRUSSES AT 24'
SHEATHING IDGES
STAGGER NAILS BTVNi .
11SP2" AT EA. SINGLE
uto
HURR. STRAP AT EA. TRUSS
SEE ROOF PLAIN FOR P,EO'D.
PANEL EDGES
NOTES:
STUD TO TOP PLATE &
"DSP"
SEE ROOF PLAN
STRAP AT E.A. 'MEMBER
:"-�__
AT EA. DOUBLE
ELEV.
n
1. NAILHE.ADS SHALL
STUD PANEL EDGE TO
EA. STUD
l r r I i+ !
NOT PENTRATE THE FACE _
__ --�� �a ---- -
i i n
TOP PLATE
+ r +
i l l
STUD PANEL EDGES
r�
I � t
tFER TO HEADER
� SHEATHING t, �
O THE SHEATHING BY � O �E
IU
/` GYPSUM D.
FOR SIZES
SCHED. OR SIZE
THAN THE NAILHEAD THICKNESS. i
ii II
DIAPHRAM AREA
FASCIA MATERIAL TO
i "SP_" AT i6" O.C.
2. PROVIDE 1/8" SPACE BETA'/EEN
PANELS.rl
r
I•I LI
REMAINDER AT 7" O.C.
ACROSS HDR. SPAN
f
"LSTA24" STRAP AT
REFER TO SUED.
EDGE OR FLAT AT SHEATHING JOINT -
SPECIFICATIONS
HDP,. STUD TO BEAM
8d N,AILS .AT 6" O.C. VERT.
1.11 ,i
2x4 BLKG. SET ON EDGE
CONT. ALUM.
(2) STRAPS EA. SIDE
,AT FIELD STUDS rl
I•I �•�
t l i t
VENTED SOFFIT
REFER TO ENERGY CALCULATION
VATH (4) OR MORE TRUSSES
rl
i.l W
FOR REQUIRED INSULATION R -VALUE
2x STUDS AT
Q
i
ACROSS OP NG.
16" O.C.
7/8" THK. CEMENT PLASTER OVER
x
o
8d NAILS AT 3" O.C. AT
7/16° MIN. STRUCTURAL WALL
11
3'4" T&C PLYNOOD FLOOR -NAILED &
rGLUED
SHEATHING -SEE DETAIL FOR
SHEATHING EDGES
W.! 8d NAILS AT 12" O.C. IN FIELD
REQ'D. NAILING PATTERN
NO STRAP REQ'D..AT
'
,AND 6" O.C. AT PANEL EDGES
LSTA24" STRAP AT HDR,
STAGGER NAILS BTWN.
ii ii
I PROVIDE DRAFTSTOPPING TO SEPARATE
STUD TO PLATE IF
STUD TO RIM BD./BLKG.
PANEL EDGES
i i i i
SHEATHING CONT. TO
CONT. CALV. MTL.
FOR OPiNGS. > 5'-0"
r
r
8d
I i i I
���
BOT. OF FLR. TRUSS
I'll -ENG' ES
SIMPSON "HETA20" AT EA. TRUSS
i
2x4 OR 2x6 R11a1 BD. BTWN.
SNAILS AT 3" O.C. HORIZ. r
L
i i
FLR. TRUSSES AT
(TRUSS PARRALLEL TO WALL -STRAP AT
AT 2x SILL PLATE �t
i'i i'i
24" O.C.
4'-0" (5,/8" TYPE "X" GYP. BD.
� ,
8x8x16 CONC. KNOCKOUT BILK.
FLR. TRUSS -- CONNECT TO
_
TOP COURSE - FILL W/ CONC.
FASTEN W/ 5d NAILS AT 4" O.C. ,ABOVE)
TRUSS Vl (4)15d .NAILS (2x4)
. .. ;_-_-_
AT 7" O.C.
(6)16d NAILS ()x6)
2x4 BLKG. BTWN.
2x4 BLKG. BTVIN.
ii
ABU. TYP. WDW, AND DOOR OPNGS.
RIM BD. AT ALL 1
1, �. /' �.
i.i 1.i
RIM BD. AT ALL
n
II
1 2" DRYWALL OVER 1x2 P.T. (Ill
ii
z
2x4 P.T. RIM BD. BTWN.
SHEATHING EDGES —
--tt— f--- L1—J
t, '
SHEATHING EDGES
R-3 MIN. INSULATION-
.
FLR. TRUSS -- CONNECT
REFER TO ENERGY CALCULATION
o
°
FOR REQUIRED INSULATION R -VALUE
TO TRUSS W/ (4)16d NAILS
PROVIDE DBL. ROW OF 8d NAILS .AT 8d NAILS
ALTERNATE CONT. 2x6 TOP RAIL I.L,O, TOP
AT 3" O.C. HORIZ.
BOTTOM
#5
D0lll AND TOP COURSE REBAR
CEMENT PLASTER OVER
DBL 2x4 SOLID BLKG.
AT
NAILING TO FLR. TRUSS BLKG. BT)NN. RAILS
AND R1,M BD.
OR TRUSS CHORD
n
CELL AS LOCATED PER PLANS
n
nil
BELOIN HDR. STUDS
n
STD. IA;l OPNG.
Q
J
OF OPNGS. > 5'-0"
EXT, ALL SHEATHING
CONC. BLOCK EXT. IVALL J
"HETA20" STRAP AT EA. FLR. TRUSS END
N
OR')F0�4'b.�_C,A�P�,�LEiff)DI DfF16��S
DETAIL AT 2 -STY,
2 -STY, EXT,
FRAME
REQUIRED NAILING PATTERN AS NOTED FOR
SHEATHING TO ACT AS UPLIFT LOAD CONNECTOR WALL
�3
Cu I ECTODETAIL
BETWEEN WALL STUDS AND FLOOR TRUSSES
FLASHING.
ALL ROOF .AND WALL FLASHING TO BE ALUMINUM OR
C.ALV, METAL MATERIAL. CONNECT W/ C,ALV. METAL
NAILS AT 24" O.C. MAX.
CONT. 2x6 TOP RAIL- CONNTECT
TO FLR. TRUSS W/ (6)164 NAILS
EXT. SHEATHING NAILING PATTERN:
PROVIDE 8d NAILS .AT 3" O.C.
(2) ROWS ,AT 2x6 TOP RAIL
(1) ROW AT 20 BOT. RAIL
CONT. 20 BOT. RAIL- CONNECT
TO FLR. TRUSS vl/ (4)16d NAILS
(2x4 P.T. IF IN CONTACT W/ CONC.)
ALTERNATE FLR.
7116' Ill STRUCTURAL WALL
SHEATHING
! KU66 tNU NAU
IN LIEU OF 2x4 BLKG. ETVll RAILS
AS PART OF FLR. TRUSS END CONST.
2x4 SYP #2 STUDS § 16' O.C.
r 314" PLYWOOD
f+ FLOOR PRE—ENS D. FLOOR
NAILER�� duHm' 2x4 DIAPHR,AM BLOCKING t@ 24' O.C.
NAILER CONTINUOUS ACROSS Is# (2) TRUSS BAYS
CONNECT TO EA. BOTTOM CHORD W/ (4)
10d NAILS
"HETA20" STRAP 9 24' O.C. PROMDE SOLID 2x4
BLOCKING BET44EEN TOP & BOT. CHORDS WHERE
STRAP DOES NOT ALIGN W/ TRUSS VERTICAL.
ALT, DETAIL @ FLOOR TRUSS
PARALLEL TO MALL
CLAY ROOF TILES OVER 90# FELT ON 1/2° CDX
- R-38 INSULATION
PLf!,OOD (SEE ROOF NAILING PATTERN)
AND
ccor
PRE-ENGINEERED ROOF TRUSSES AT 24'
O.C.
uto
HURR. STRAP AT EA. TRUSS
1.2
SEE ROOF PLAN
P`'
CONT. 2<4 DBL. PLATE
ELEV.
n
W/ SII,IPSON "SPH4' AT
Lu
EA. STUD
l r r I i+ !
SI,\,IPSON "DSP" AT DOUBLE
Luj
+ r +
i l l
STUD PANEL EDGES
'1
DRIP EDGE ' '
/` GYPSUM D.
OVER FASCIA
12"
DIAPHRAM AREA
FASCIA MATERIAL TO
FASTEN VV/ 5d NAILS .AT 4" O.C.
BE ALUMINUM OR
REMAINDER AT 7" O.C.
5/4" PRIME TRIM BOARD
OVER 2x4/2x6 SUBFASCLA
CONT. 2x SOLID 'WALL BLKG ON
REFER TO SUED.
EDGE OR FLAT AT SHEATHING JOINT -
SPECIFICATIONS
NAILS PERMITTED TO PENETRATE
FOR FASCIA MATERIAL
2x4 BLKG. SET ON EDGE
CONT. ALUM.
R-11 MIN, INSULATION -
VENTED SOFFIT
REFER TO ENERGY CALCULATION
FOR REQUIRED INSULATION R -VALUE
Q
2x STUDS AT 16" O.C.
7/8" THK. CEMENT PLASTER OVER
x
o
CONT. 2x PLATE
7/16° MIN. STRUCTURAL WALL
11
3'4" T&C PLYNOOD FLOOR -NAILED &
rGLUED
SHEATHING -SEE DETAIL FOR
W.! 8d NAILS AT 12" O.C. IN FIELD
REQ'D. NAILING PATTERN
L`
'
,AND 6" O.C. AT PANEL EDGES
CONT. 2x4 TOP/BOT. RAIL -CONNECT
I PROVIDE DRAFTSTOPPING TO SEPARATE
TO FLR. TRUSS W,' (4)164 NAILS
CEILING AREAS NO GREATER THAN 500 S.F.
(BOT. RAIL TO BE 2x4 P.T.)
CONT. CALV. MTL.
Ix
EXPANSION JOINT
I'll -ENG' ES
SIMPSON "HETA20" AT EA. TRUSS
�TRUE
24" D.C.
FILL ALLHOLES W/ NAILS
(TRUSS PARRALLEL TO WALL -STRAP AT
1/2" GYPSUh;1 BD.
EA. VERT. CHORD (24" O.C. MAX.)
4'-0" (5,/8" TYPE "X" GYP. BD.
� ,
8x8x16 CONC. KNOCKOUT BILK.
DIAPHRAM AREA GARAGE CEILING W'
LIVING AREA
TOP COURSE - FILL W/ CONC.
FASTEN W/ 5d NAILS AT 4" O.C. ,ABOVE)
AND 1-#5 BAR CONT.
Ji
iRE1;1AINDER
AT 7" O.C.
PRE-ENG'RED. PRECAST CONC. LINTEL
ii
ABU. TYP. WDW, AND DOOR OPNGS.
SEE PLANS FOR LOCATIONS AND TYPES
n
II
1 2" DRYWALL OVER 1x2 P.T. (Ill
z
i
AT 24" O.C. (MAX.)
R-3 MIN. INSULATION-
u
REFER TO ENERGY CALCULATION
o
°
FOR REQUIRED INSULATION R -VALUE
n
ii
#5 VERT. BAR TIED INTO BAR
1/2" EiTERIOR PORTLAND
#5
D0lll AND TOP COURSE REBAR
CEMENT PLASTER OVER
n
I
AT EA. REINF. CONC. FILLED BLOCK
8" C.M.U.
n
CELL AS LOCATED PER PLANS
n
nil
PRECAST WDW. SILL - T'iP. ,AT
n
STD. IA;l OPNG.
Q
J
z
un
Jill
Jin
4" -3 1/2" Ill CONC. SLAB (2500 PSI)
N
W/ FIBEMAESH OR 6x6 10;'10 Illi
( 411N+M
Jin
!!!!
.
�I OVER VAPOR BARRIER
FINISH GRADE
ii
CLEAN COiMP,ACTED
N z EARTH FILL
#5 BAR DOWEL TIED TO
IC SLAB EDGE
FTG. REBAR AT EA. 2p" FOOTING HPER SLAB PLAN
REINF. FILLED CELL AS MIN.
LOCATED PER SLAB PLAN
TYP. EXT, 2 -STORY FALL SECTION
SCALE: 1/2"=1'-O"
W
}
ROOF TRUSSES OR 2x RAFTERS
AT 24" O.C_- CONNECT
W/ (2)16d 'MIN. COM6Ill
TOE -NAILED TO TOP PLATE-
Sl�"IPSON "SP?"
2x STUDS Aj_'/
16" O.C.
FLR. TRUSSES .AT
24" O.C. —
SEE ROOF PLAN FOR REQ'D,
STRAP AT EA. MIEhIBER
REFER TO HEADER
SCHED. FOR SIZES
SIMPSON "DSP"
AT 15" O.C.
ACROSS HDR. SPAN
SIMPSON "LSTA24"
STRAP AT
HDR. STUD TO BEAM
2x4 OR 2x6 RIM BD. BTWN.
FLR. TRUSS -- CONNECT TO
TRUSS w/ (4)164 NAILS (2x4)
(6)164 NAILS (2x6)
2x4 P.T. RIh1 BD. B'RVN.
FLR. TRUSS -- CONNECT
TO TRUSS Nl,, (4)164 NAILS
DBL 2x4 SOLID BLKG.
BELOW HDR. STUDS
OF OPNGS. > 5'-0"
CONC. BLOCK EXT. WALL —� "HETA20" STRAP Al 24 O.C. MAX. Al
FLR. TRUSS PERP. TO WALL OR
24" O.C. AT CABLE END TRUSS
EXT, FRAME
l/MLL CCI�INECTCR DETNL
NO STRUCTURAL ME FIBER OR BLDG. SERVICE SHALL PENETRATE THE
FIRE RATED SHAFT WALL BE TEEN UNITS. ASPHALT SHINGLES ON
STRUCTURAL SHEATHING
4'-0" MIN.EACN SIDE OF CENTER, LINE OF WALL - (SEE ROOF NAILING PATTERN)
PROVIDE FIRE RETARDANT TREATED WOOD ROOF AND PRE-ENG'RED ROOF
SHEATHING TRUSSES AT 24" 0.L
RADIANT
BARRIER
PRE-ENGINEERED
ROOF TRUSSES
AT 24" O.C.
1/2" GYPSU)l BD. `—R-38 INSULATION
FQAM CORE FILL INSULATION IN ALL OPEN
CMU WALL CELLS - REFER TO ENERGY
CALCULATION FOR R -VALUE
1/2" DRYWALL OVER DBL. 1x2 F.T.
AT 24 O.C. (MAX.)
8x8x16 2 HP,. FIRE -RATED
CMU WALL
�5 VERT. BAR TIED INTO #5 BAR
BOWEL AND TOP COURSE REBAR AT
EA. REINF. CONC. FILLED BLOCK CELL
AS LOCATED PER PLANS
3/4" T&G PLYWOOD FLOOR -NAILED &
GLUED '.V,l 8d NAILS AT 12' D.C. IN FIELD
AND 6" O.C. AT PANEL EDGES
- PROVIDE DRAFTSTOPPING TO SEPARATE CEILING
AREAS .NO GREATER THAN 500 S.F.
`—PRE-ENG'RED. FLR. TRUSSES AT
24" O.C. (,MAX.) STAGGERED
BTIAN. ADJ. UNITS
/2" GYPSUM BD.
CORE -FILL 500 FOAM INSULATION IN
ALL OPEN CMU WALL CELLS
1'2" DRYWALL OVER DBL. 1x2 P.T.
(MIN.) AT 24' O.C. (MAX.)
8x8x16 2 HR. FIRE -RATED
CMU WALL
k5 VERT. BAR TIED INTO #5 BAR
56VIEL AND TOP COURSE REBAR AT
EA. REINF. CONC. FILLED BLOCK CELL
AS LOCATED PER PLANS
3
1/2" Ill CONC. SLAB
(2500 PSI) W' FIBERIl
OR 6x6 10/10 WWR1 OVER
VAPOR BARRIER
CLEAN COMPACTED
® ® EARTH FILL
MONOLITHIC SLAB FOOTING
PER SLAB PLAN
TYP. UNIT SEP,�`~<RAT ON MALE SECTION AT ROOF
TRUSS PARRELLEL TO FRAME WALL
SCALE: 11/2"=1'-0"
DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
PER INDICATED Dlhr(ENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO K1/1
HOMES FOR CLARIFICATION!
D3
o v
M/1 ORLANDO
C=:>
ccor
uto
Lu
Luj
LU
I
DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
PER INDICATED Dlhr(ENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO K1/1
HOMES FOR CLARIFICATION!
D3
o v
M/1 ORLANDO