HomeMy WebLinkAbout2659-2669 River Landing Dr (a)..............
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ABBREVIATIONS
a
� M/1
�
M/1 HOMES SE
ABV.
ABOVE
GA.
GAUGE
RM.
ROOM
A/C
AIR COMPRESSOR
G.F.I.
GROUND -FAULT CIRCUIT
R.O.
ROUGH OPENING
ADJ.
ADJUSTABLE
734
INTERRUPTER
R/S
ROD AND SHELF
AHU
AIR HANDLER
GL.
GLASS
S.C.
SOLID CORE
ALT
ALTERNATE
GYP. BD.
GYPSUM BOARD
S.D.
SMOKE DETECTOR
AMP.
AMPERAGE
H.C.
HOLLOW CORE
S.H.
SINGLE HUNG
BD.
BOARD
HDR.
HEADER
SH
SHELF
BLK
BLOCK
HT.
HEIGHT
SHTHG.
SHEATHING
BLK'G.
BLOCKING
INSUL.
INSULATION
SHWR.
SHOWER
C.L.
CENTER LINE
INT.
INTERIOR
SIM.
SIMILAR
CABT.
CABINET
LAM.
LAMINATED
SGD.
SLIDING GLASS
CLG.
CEILING
LAV.
LAVATORY
STD.
STANDARD
CLR.
CLEAR
LUM.
LUMINOUS
TEMP.
TEMPERED GLASS
CONC.
CONCRETE
M.C.
MEDICINE CABINET
THK.
THICK
CPT.
CARPET
MFR.
MANUFACTURER
T.O.C.
TOP OF CURB
C.T.
CERAMIC TILE
MIN.
MINIMUM
T.O.P.
TOP OF PLATE
C.J.
CONTROL JOINT
MTD.
MOUNTED
T.O.S.
TOP OF SLAB
CMU
CONCRETE MASONRY
MTL.
METAL
TYP.
TYPICAL
UNIT
U.N.O.
UNLESS NOTED OTHERWISE
N.I.C.
NOT IN CONTRACT
D.
DRYER
N.T.S.
NOT TO SCALE
VP.
VAPOR PROOF
DBL.
DOUBLE
O.C.
ON CENTER
W.
WASHER
DIA.
DIAMETER
P.L.
PROPERTY LINE
W/
WITH
DIM.
DIMENSION
P.B.
PUSH BUTTON
WD.
WOOD
DISP.
DISPOSAL
PH.
PHONE
WDW
WINDOW
DP.
DEEP
PLYWD.
PLYWOOD
W/H
WATER HEATER
DR.
DOOR
PR.
PAIR
W.I.
WROUGHT IRON
D.S.
DOWNSPOUT
PT
PRESSURE TREATED
W.P.
WEATHER PROOF
DTL.
DETAIL
D.W.
DISHWASHER
R.
RISER
RAD.
RADIUS
EA.
EACH
R/A
RETURN AIR GRILL
ELEV.
ELEVATION
REF.
REFRIDGERATOR
ENG'D.
ENGINEERED
REV.
REVERSE
EQ.
EQUAL
EXH.
EXHAUST
EXT.
EXTERIOR
F.G.
FIXED GLASS
FIN.
FINISH
FLR.
FLOOR
FLR'G
FLOORING
FLUOR.
FLUORESCENT
FR. DR.
FRENCH DOOR
FTG.
FOOTING
HOMES
RVICE CORP.
SUBDIVISION:
LOT #:
MODEL:
MISC.
RIVERVIEW -A
RV 51-57
7 UNIT ELEV-A
AREA
WINDOWS
CODE
DESCRIPTION
0016
SINGLE HUNG - BLOCK
0026
SINGLE HUNG - FRAME
0030
FIXED GLASS - FRAME
UNIT
TOT AL
0021
SLIDING GLASS DOOR - BLOCK
734
734
1 VMFLG
VERTICAL - BLOCK
1 VMFIN
VERTICAL - FRAME
5284
DOORS
CODE
DESCRIPTION
7
SINGLE/DOUBLE INSWING/OUTSWING
(2068, 2468, 2668, 2868, 6068)
901
8'x7' GARAGE DOOR
946
6385
MODEL:
MISC.
RIVERVIEW -A
RV 51-57
7 UNIT ELEV-A
AREA
Sheet Number
Sheet Title
TAB
U AIT
UNBIT
UNBIT
U C
UNIT T
UNBIT
UNIT
TOT AL
1st STY. LIVING
834
734
734
680
34
734
834
5284
2nd STY. LIVING
946
901
901
889
901
901
946
6385
TOTAL LIVING 178
1635
1635
1569
1635
1635
1780
11669
ENTRY
40
51
51
84
51
51
0
368
GARAGE
238
230
230
236
2301
230
238
1632
LANAI
41
NA
NA
NA
NA
NA
41
82
TOTAL U.R. 2099
1916
1916
1889
1916
1916
2099
13751
CODE SUMMARY
APPLICABLE CODES
1. FLORIDA BUILDING CODE 2010 - RESIDENTIAL
2. NATIONAL ELECTRICAL CODE - NEC 2008.
3. FLORIDA FIRE PREVENTION CODE 2007
Sheet Number
Sheet Title
BUILDING TYPE:
2 STORY TOWNHOUSE
Cover Sheet
1
CONSTRUCTION TYPE:
UNPROTECTED, UNSPRINKLED
2
Elevations Side -Rear
FIRE PROTECTION RATING REQUIREMENTS:
1st Floor Plan
4
2nd Floor Plan
REQUIRED
PROVIDED
1. PARTY AND FIRE WALLS
2 HR.
2 HR.
2. INTERIOR BEARING WALLS
0
0
3. INTERIOR NON BEARING PARTITIONS PER 705.1.2
0
0
4. COLUMNS
0
0
TRUSSESb. BEAMS, GRMS, H
0
0
6. FLOOR CEILING CONSTRUCTION
14
Separation Walls
7. ROOF CEILING CONSTRUCTION
0
0
8. EXTERIOR BEARING WALLS
D3
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
SHEET LIST
Sheet List Table
Sheet Number
Sheet Title
0
Cover Sheet
1
Elevations
2
Elevations Side -Rear
3
1st Floor Plan
4
2nd Floor Plan
5
Cross Sections
�
1st Electrical Plan
7
2nd Electrical Plan
8
Foundation Plan
g
Plumbing
10
1st Block Plan
11
2nd Block Plan
12
1st Framing Plan
13
2nd Framing Plan
14
Separation Walls
D1
Detail Sheet
D2
Detail Sheet
D3
Detail Sheet
42
PERMIT 1.2_,25-/,r
LATEST REVISION
DATE TO MASTER:
07-01-12
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CONSTRUCTION SHALL BE
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ONLY, ANY DISCREPENCIES
TO BE REPORTED TO MA
HOMES FOR CLARIFICATION!
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M/I ORLANDO
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ONLY, ANY DISCREPENCIES
TO BE REPORTED TO MA
HOMES FOR CLARIFICATION!
0 of ##
M/I ORLANDO
167
m
MEAN ROOF HEIGHT ,jh
+23'-3 '9�
TOP OF 2ND STY.
WALL PLATE
+18'-9 7/8"
2nd STY. FIN. FLR.
+10'-8-3/4' i
TOP OF 1ST STY.
BLK. WALL
+9'-4"
FOAM SOFFIT
BRACKET- E0:
TOP OF SLAB r6—
(REF. ELEV.)
m
1 rVlwl/1Tr1w1
DECO U I%nIJLU UnIlU
FOAM PROJ. BEYOND
SHUTTER STONE
ELEVATION NOTES:
1. ALL RAISED AND SCORED BANDS SHALL BE SMOOTH SAND FINISH.
2. SCORED BAND REFERs TO FLUSH (NOT RAISED) BAND. SCRIBE LINE AT
BAND WIDTH PER ELEVATION.
3. ALL RAISED BANDS SHALL BE FOAM OR STUCCO (PER PLAN).
4. CONTROL JOINTS SHOWN ADJACENT TO WINDOWS ON SIDE AND REAR
ELEVATIONS SHALL BE 6" FROM EDGE OF WINDOW JAMBS.
FOAM SOFFIT
BRACKET #1
FOAM SOFFIT BRACKETS)
1/4" = 1'-0"
7/16' OSB SHEATHING
GABLE END TRUSS
OR FRAME WALL,
I
CEMENT PLASTER
Ztt77►tVV PAPER BACK LATH
AIR INFILTRATION BARRIER
(DESIGN STANDARD: TYVEK)
z
"^1
MID -WALL
WEEP SCREED-
112'
CREED1/2' MIN. CEMENT.
PLASTER
8" CMU WALL
CONTROL JOINT DETAIL
1" = 1'-0"
u�
PRINCETON
PRINCETON
SARATOGA
PRINCETON
PRINCETON
UNIT "B"
UNIT "B" 40UNIT
"C"40UNIT
"B"
UNIT "B"
TOP OF BLOCK
UANU A I
DOOR/WDW.
I x I
FINISH DANU n i
DOOR/WDW.
FOAM SOFFIT GABLE CORBEL
1/4" = 1'-0"
PROJ.
3/4"
1'-0° 1
KEYSTONE
1/4' = 1'-0"
BAND AT
DOOR/WDW.
bANU A I
DOOR/WDW.
DOOR/WDW.
�Hu
BAND AT V
DOOR/WOW.
� rv�w�r+Tnw�
MEAN ROOF HEIGHT
+23'-3°
TOP OF 2ND STY.
WALL PLATE
+18'-9 7/8'
2nd STY. FIN. FLR.
f +10'-8-3/4"
TOP OF 1ST STY.
BILK. WALL
+9'-4"
U nnlJLv Unnu
PROJ. BEYOND
STONE
DECO
FOAM
SHUTTER
FRONT ELEVATION -A-
1/4"
CODE SUMMARY
APPLICABLE CODES
1. FLORIDA BUILDING CODE 2010 - RESIDENTIAL
2. NATIONAL ELECTRICAL CODE - NEC 2008.
3. FLORIDA HIRE PREVENTION CODE 2007
O
BUILDING TYPE:
2 STORY TOWNHOUSE
�
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M H
CONSTRUCTION TYPE:
UNPROTECTED, UNSPRINKLED
�
Z
FIRE PROTECTION RATING REQUIREMENTS:
�Jzc~nLO
Q =
REQUIRED
PROVIDED
1. PARTY AND FIRE WALLS
2 HR.
2 HR.
2. INTERIOR BEARING WALLS
0
0
3. INTERIOR NON BEARING PARTITIONS PER 705.1.2
0
0
4. COLUMNS
0
0
TRUSSES5. BEAMS, GIRDERS, AND ARCHES0
cu
0
6. FLOOR CEILING CONSTRUCTION
N
7. ROOF CEILING CONSTRUCTION
0
0
8. EXTERIOR BEARING WALLS
HORIZONTAL SEPARATION: (PARRALLEL WALLS)
I --
0 ft. to 6 ft (0 % OPENINGS)
1 (07.)
N/A (07.)
OVER 6 ft
0
0
9. EXTERIOR NON BEARING WALLS
HORIZONTAL SEPARATION: (PARRALLEL WALLS)
0 ft. to 6 ft 0 % OPENINGS
1 (07.)
N/A 0%
OVER 6 ft
0
0
LATEST REVISION
DATE TO MASTER:
07-01-12
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CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO M/I
HOMES FOR CLARIFICATION!
1
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PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO M/I
HOMES FOR CLARIFICATION!
1
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1 of 14
1
1
M/I ORLANDO
LEXINGTON
UNIT "A"
4'-0"
MIN. TYP. ALL
PRINCETON
UNIT "B"
4'-0' 4'-0"
MIN. TYP. ALL UNITS MIN. TYP. ALL UNITS
PRINCETON
UNIT "B"
4'-0" 4'-0'
It
MIN. TYP. ALL UNITS MIN. TYP. ALL UNITS
SARATOGA
UNIT "C"
4'-0' 4'-0'
MIN. TYP. ALL UNITS MIN. M. ALL UNITS
PRINCETON
UNIT "B"
4'-0'4'-0'
MIN. TYP. ALL UNITS I MIN. TYP. ALL UNITS
PRINCETON
UNIT "B"
4'-0"
MIN. TYP. ALL UNITS
LEXINGTON
UNIT "A"
4' GALV. MTL OFF -RIDGE VENT4' GALV. MTL OFF -RIDGE VENT
4' GALV. MTL. OFF -RIDGE VENT/ '�4' GALV. MTL. OFF -RIDGE VENT
4' GALV. MTL. OFF -RIDGE VENT -----"r -� 4' GALV. MTL. OFF -RIDGE VENT .� 4' GALV. MTL. OFF -RIDGE VENT
MEAN ROOF HEIGHT— — — _MEAN ROOF HEIGHT
_
— — — — — — — — — — — — —
— — — — — — — — — — — — — — — — — — — — — — — — — — — —
SHINGLE ROOFING SHINGLE ROOFING
SLOPE 5:12 SLOPE 5:12
8"W. SCORED LINE SHINGLE ROOFING 8"W. SCORED LINE
TOP OF 2ND STY. —ALONG SOFFIT - TYP. ALONG SOFFIT - TYP. — TOP OF 2ND STY.
WALL PLATE — —
_;W-9 7P8
------------------------------------------------------------------------------------------------- ----- �+ +8'- 97/8°
— L
2nd STY. FIN. FLR.
+10'-84/4"
TCD nr 1cr cry
SIDE ELEVATION A - "LEXINGTON" UNIT -
1/4"
I
D
2nd STY. FIN. FLR.
TOP OF 1ST STY.
BLK. WALL
+9'-4'
TOP OF SLAB
+0'-0"
(REF. ELEV.)
MrmA r% rl M /Awri^k1
SIDE ELEVATION A - "LEXINGTON" UNIT,
LATEST REVISION
DATE TO MASTER:
07-01-12
8"W. SCORED
BAND AT
2'-6" DOOR/WDW
2'-6" TEXTURED WALL FINISH
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2'-6"
TEXTURED WALL FINISH 2'-6°
81 SCORED
BAND AT
DOOR/WDW. 2'-6°
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SIDE ELEVATION A - "LEXINGTON" UNIT -
1/4"
I
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2nd STY. FIN. FLR.
TOP OF 1ST STY.
BLK. WALL
+9'-4'
TOP OF SLAB
+0'-0"
(REF. ELEV.)
MrmA r% rl M /Awri^k1
SIDE ELEVATION A - "LEXINGTON" UNIT,
LATEST REVISION
DATE TO MASTER:
07-01-12
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HOMES FOR CLARIFICATION!
1 `
1
1
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2 of 14
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IkAk
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NICHE_
DETAIL
UNITS "B" / 'C' / "D'
WDW.ROUGH
OPNG.NOTE
36 718.x 63
WIDTH z HEIGHT
(IN INCHES)
1st STY. FLOOR PLAN
1st 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 OTHERWISE 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 GRAVITY 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
6. ® INDICATES 8" CMU WALL. TOP OF +9'-4' ABOVE TOP OF SLAB.
7. ® INDICATES 2 -HR. FIRE SEPARATION WALL BTWN. UNITS. SEPARATION WALL CONTINUOUS FROM TOP
OF FIRST STORY SLAB TO UNDERSIDE OF SECOND STORY ROOF DECKING. NO ELECTRICAL, PLUMBING, MECHANICAL, OR
OTHER BLDG. SERVICE SHALL BE WITHIN OR PENETRATE THE SEPARATION WALL.
8. PROVIDE UL TESTED FIRE CAULKING ON ALL ELECTRICAL,PLUMBING AND MECHANICAL PENETRATION THROUGH RATED
WALLS AND CEILINGS
9. VENT DRYER TO OUTSIDE THROUGH ATTIC OR WALL.
10. PROVIDE 24"w. 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 TEMPERED GLASS IN ALL SHOWER ENCLOSURES AND HAZARDOUS GLAZING LOCATIONS.
13. XX.X - INDICATES WIND PRESSURE IN P.S.F. FOR WINDOW 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 SHOWN.
LATEST REVISION
DATE TO MASTER:
07-01-12
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UNIT
ABAO
UNIT
UNIT
UNIT
U BIT
UNIT
UNIT
D LAREATAB
1st STY. LIVING
834
734
734
680
734
734
834
5284
2nd STY. LIVING
946
901
901
889
901
901
946
6385
TOTAL LIVING 1780
1635
1635
1569
1635
1635
1780
11669
ENTRY
40
51
51
84
51
51
40
368
GARAGE
238
230
230
2361
230
230
238
1632
LANAI
41
NA
NA
NA
NA
NA
41
82
TOTAL U.R. 2099
1916
1916
1889
1916
1916
2099
13751
1st STY. FLOOR PLAN
1st 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 OTHERWISE 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 GRAVITY 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
6. ® INDICATES 8" CMU WALL. TOP OF +9'-4' ABOVE TOP OF SLAB.
7. ® INDICATES 2 -HR. FIRE SEPARATION WALL BTWN. UNITS. SEPARATION WALL CONTINUOUS FROM TOP
OF FIRST STORY SLAB TO UNDERSIDE OF SECOND STORY ROOF DECKING. NO ELECTRICAL, PLUMBING, MECHANICAL, OR
OTHER BLDG. SERVICE SHALL BE WITHIN OR PENETRATE THE SEPARATION WALL.
8. PROVIDE UL TESTED FIRE CAULKING ON ALL ELECTRICAL,PLUMBING AND MECHANICAL PENETRATION THROUGH RATED
WALLS AND CEILINGS
9. VENT DRYER TO OUTSIDE THROUGH ATTIC OR WALL.
10. PROVIDE 24"w. 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 TEMPERED GLASS IN ALL SHOWER ENCLOSURES AND HAZARDOUS GLAZING LOCATIONS.
13. XX.X - INDICATES WIND PRESSURE IN P.S.F. FOR WINDOW 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 SHOWN.
LATEST REVISION
DATE TO MASTER:
07-01-12
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ONE-HOUR RATED 7/16" FIRE RETARDANT SHEATHING
4' MINIMUM EA. SIDE OF SEPARATION WALL �
8" CMU WALL
REINF. FILLED CELL
2x6 P.T.
STUD
20
STUD
7/8" EXT. PORTLAND CEMENT
PLASTER ON PAPER BACKED
EXPANDED METAL LATH ON TYVEK
BOLT INSTALLATION NOTES:
2x6 P.T.
STUD
2X4
STUD
e
PLUMB'G
STACK
24° VOID
WASHER
BOX
PLACE DBL -DBL WALL
STUD ADJ. TO STUD
VENT PIPE
STUD SPACING
DETAIL @ WASHER
112 )) x 81. THREADED ROD W/ 1" RND. WASHER
SET IN EPDXY FILLED 5/8" DIA. DRILLED &
CLEANED HOLE (4" MIN. EMBED INTO CMU WALL)
3" MIN. EDGE DISTANCE
• BOLTS SHALL NOT BE INSTALLED IN A HORIZONTAL LINE ON OPPOSITE SIDES OF SEPARATION
WALL - STAGGER 4" VERTICALLY FROM BOLT ON OPPOSITE SIDE OF WALL
NP. CMU TO FRAME WALL DETAIL AT SEPARATION WALL
WDWROUGH
OPNG.NOTE
36718x63
WIDTH x HEIGHT
(IN INCHES)
2nd STY. FLOOR PLAN
WALL LEGEND
® INDICATES 2x4 BEARING WALL W/ QUICK TIE SYSTEM HOLDDOWNS FROM TOP OF IST
STORY BLOCK WALL TO SECOND STORY TOP PLATE. SEE SHEET 11 FOR ADD'L.
INFORMATION
® INDICATES 2x4 BEARING WALL ABOVE LAM. BEAM. PROVIDE STRAPPING PER DETAIL
#5 ON SHT. 12
® INDICATES 2 -HR. FIRE SEPARATION WALL BTM. UNITS. SEPARATION WALL
CONTINUOUS FROM TOP OF FIRST STORY SLAB TO UNDERSIDE OF SECOND STORY
ROOF DECKING. NO ELECTRICAL, PLUMBING, MECHANICAL, OR OTHER BLDG. SERVICE
SHALL BE WITHIN OR PENETRATE THE SEPARATION WALL. REFER TO SEPARATION
WALL DETAIL(s) FOR ADDITIONAL INFORMATION.
AREA
TAB
UNAIT
U BIT
UNIT U
C T
U BIT
U AIT
BLDG.
1st STY. LIVING
834
734
734
680
734
834
4550
2nd STY. LIVING
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
NA
NA
NA
NA
41
82
TOTAL U.R.
2099
1916
1916
1889
1916
2099
11835
SECOND STORY PLAN NOTES:
1. DRYER VENT BOX - VENT THRU ROOF.
2. 24" W. WALL CAVITY, VOID OF STUDS, FOR
WASHER BOX AND STACK.
3. 12" W. WALL CAVITY, VOID OF STUDS, FOR
SHOWER VALVE AND/OR HEAD.
4. HARZARDOUS GLAZING LOCATION, INSTALL TEMPERED
GLASS IN ALL SHOWER ENCLOSURES AND/OR WINDOWS.
5. DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM
CALCULATED DIMENSIONS ONLY. ANY DISCREPENCIES
TO BE REPORTED TO M/I HOMES FOR CLARIFICATION.
ALL FRAME WALLS ARE DRAWN AND DIMENSIONED
TO BE 3 1/2" WIDE UNLESS OTHERWISE NOTED.
6. PROVIDE DRAIN PAN BELOW EACH WASHER. DRAIN
LINE TO EXTERIOR.
7. PROVIDE 2x4 AT 24" O.C. VERT. LADDER BLOCKING
AT INTERSECTION OF INTERIOR TO EXTERIOR FRAME
WALLS FOR INSTALLATION OF INSULATION.
1
1
1
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LATEST REVISION
DATE TO MASTER:
07-01-12
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FACE OF STUD WALL
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UPPER LANDING
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HANDR
NOTE:
NOTE: PICKETS SHALL BE PLACED NO
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MII HOME TYP. STAIR TREAD AND RISER CALCULATION
CONCRETE SLAB TO 4' PLYWOOD SECOND FLOOR HT. = 128.75" / 17 RISERS = 7.57" RISER
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CONNECT SPACER TO EA, STUD
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2x4 P.T.
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TYPICAL STAIR SECTION
SCALE: N.T.S.
HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS
FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY
ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY
ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL
BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY
TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A
SPACE OF NOT LESS THAN 1-1/2" (38MM) BETWEEN THE WALL
AND THE HANDRAILS
LATEST REVISION
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07-01-12
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HANDR
NOTE:
NOTE: PICKETS SHALL BE PLACED NO
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MII HOME TYP. STAIR TREAD AND RISER CALCULATION
CONCRETE SLAB TO 4' PLYWOOD SECOND FLOOR HT. = 128.75" / 17 RISERS = 7.57" RISER
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1" NOSING
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10" (TYP.)
FLOOR TRUSS
NAIL (2)2x4 TO BOTTOM OF
/ FLOOR TRUSS 12' OR LESS IN
DEPTH
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/ FLOOR TRUSS W/ (2)1Dd NAILS AT
/ 6' O.C. MAX. OR EQUIVALENT
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STAGGERED EA. SIDE
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2x12 CARRIAGE AT SIDES AND
CENTER OF STAIRS WITH 2x6
SPACER AT SIDE WALLS
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W/ (2) 10d COMMONS
2x4 P.T.
KICK PLATE
TYPICAL STAIR SECTION
SCALE: N.T.S.
HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS
FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY
ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY
ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL
BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY
TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A
SPACE OF NOT LESS THAN 1-1/2" (38MM) BETWEEN THE WALL
AND THE HANDRAILS
LATEST REVISION
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07-01-12
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DUPLEX OUTLET
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ELECTRICAL NOTES:
1. ELECTRICAL LAYOUT SHOWN IS SCHEMATIC. ELECTRICAL CONTRACTOR SHALL
VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET ALL APPLICABLE LOCAL,
STATE AND 2008 NEC.
2. ALL FAN, PHONE AND T.V. PREWIRE LOCATIONS SHALL BE DETERMINED &
VERIFIED AT PRE -CON MTG.
3. ALL RECEPTACLE OUTLETS SHALL BE PROTECTED BY ARC -FAULT CIRCUIT
INTERRUPTERS) AND SHALL "TAMPER-RESISTANT" PROTECTION DEVICE.
4. ALL GARAGE OUTLETS SHALL BE G.F.I.
5. ALL SMOKE DETECTORS SHALL BE HARD WIRED & EQUIPPED W/ BATTERY
BACK-UP & WIRED IN SUCH A MANNER THAT ACTUATION OF ONE ALARM
WILL ACTUATE ALL ALARMS.
6. CARBON MONOXIDE ALARMS SHALL BE INSTALLED WITHIN 10'-0" OF EACH
DESIGNATED BEDROOM.
7. ALL EXHAUST FANS SHALL BE VENTED TO THE EXTERIOR.
8. ALL RECEPTACLES IN DAMP AND WET LOCATIONS SHALL BE WEATHER
RESISTANT TYPE DEVICES.
9. ALL GARAGE SET W.H. SHALL HAVE PROTECTIVE POST, AS REQ'D.
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I . LLLI; I KlUAL LAYOU I SHOWN IS SCHEMATIC. ELECTRICAL CONTRACTOR SHALL
VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET ALL APPLICABLE LOCAL,
STATE AND 2008 NEC.
2. ALL FAN, PHONE AND T.V. PREWIRE LOCATIONS SHALL BE DETERMINED &
VERIFIED AT PRE -CON MTG.
3. ALL RECEPTACLE OUTLETS SHALL BE PROTECTED BY ARC -FAULT CIRCUIT
INTERRUPTERS) AND SHALL "TAMPER-RESISTANT" PROTECTION DEVICE.
4. ALL GARAGE OUTLETS SHALL BE G.F.I.
5. ALL SMOKE DETECTORS SHALL BE HARD WIRED & EQUIPPED W/ BATTERY
BACK-UP & WIRED IN SUCH A MANNER THAT ACTUATION OF ONE ALARM
WILL ACTUATE ALL ALARMS.
6. CARBON MONOXIDE ALARMS SHALL BE INSTALLED WITHIN 10'-0" OF EACH
DESIGNATED BEDROOM.
7. ALL EXHAUST FANS SHALL BE VENTED TO THE EXTERIOR.
8. ALL RECEPTACLES IN DAMP AND WET LOCATIONS SHALL BE WEATHER
RESISTANT TYPE DEVICES.
9. ALL GARAGE SET W.H. SHALL HAVE PROTECTIVE POST, AS REQ'D.
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2nd STY. ELECTRICAL PLAN
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PAVERS
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bLAM. ULNILK 51KAf UN BUI. OF IKU55 UK BEAM l W,i S' MIN. EMBED
FIL_' ALL NAIL HOLES
s 2ND STY FRAME WALL TO GIRDER
` ? OR BEAM STRAP CONNECTION
FLY 16' DF.
FLAT 'SIRDEP TRUSS 1
SIMPSON "L'T3 SES15" 'W/
(21)164 SINKERS TO COLUMN &
12; 5CS 1'/4"x? 1
SCREt4 TJ IGIRDERJ /I
5"x6" LVL
COLUMN 1
SIMPSON "HTT1 " HOLCDOW'P! v"
W/ 5�8" THREADED ROD TO
SLAB SET IN EPDXY ETLED
HOLE W," 5" MIN. EMBED
FICALL NAIL HOLES
9GIRDER TRUSS TO
i 1
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j I I it T In u
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1 2 PLY 16" DP. GIRDER L�
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2 PLY 16'DP. GIRDER TRUSS
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TRUSS
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FILL ALL NAIL HOLES
CONC. BLOCK WALL ,
,i
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UNIT "B"
13" DF'. FLA_ GIRD" TRUSS
OR 'C" GD_ FLOOR TRUSS-
F'ROIDE WLR SHIMS AS
RE�CI'D .O FILL GAP BT+m9 .�
HANGER AND TRUSS
SIMPSON HU2e OR HJ15
HA,NGFR W, (C; lOd NAILS
_C TRUSS
-rIONC. FACK.
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CMJ W" W,,
12) 1 4%2 3/4" S:'MPSON
"T1TEdi SC, L_+r'S
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CT
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UNIT "A"
1st STY. FRAMING PLAN
FRAMING PLAN NOTES:
1. PERMANENT OR TEMPORARY BRACING OF TRUSSES PER HIB91. ANY ADDITIONAL TRUSS BRACING
REQUIRED WILL BE DETERMINED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS DIAGRAMS.
2. ALL TRUSS TO TRUSS CONNECTORS TO BE SUPPLIED BY TRUSS MANUFACTURER.
3. INDICATES ;#2 SYP OR BETTER 2x4 BLKG. AT 48" O.C. BTWN. TRUSS BOT. CHORDS
®W/ (2)-16d COMMONS TOE -NAILED EA. SIDE. (TYP. AT 1ST (4) TRUSS BAYS AT ALL
GABLE ENDS UNLESS OTHERWISE SHOWN ON THE PLAN)
4. ALL OVERHANGS TO BE 12" UNLESS OTHERWISE NOTED ON FRAMING PLAN OR ELEVATIONS.
5. PROVIDE MIN. (2)-10d TOE -NAILED COMMONS AT EA. TRUSS BEARING BOTTOM CHORD TO TOP
PLATE AT ALL FRAME BRG. WALLS. (ADDS 150 LBS UPLIFT CAPACITY TO STRAP CAPACITY)
6. ALL INTERIOR FRAME BEARING WALLS SUPPORT GRAVITY LOADS ONLY (NO UPLIFT CONNECTORS
REQ'D.)
7. FLOOR TRUSS TOP CHORD BEARING CONDITION ON 13" DP. GIRDER TRUSS OR BEAM.
8. 1ST STY. OR 2ND STY. PLUMBING WALL, TOILET, OR FLOOR FITTING.
9. PROVIDE AC DUCT RUN THRU FLOOR TRUSSES - MAXIMIZE OPENING AT CENTER OF SPAN
l0.PROVIDE 2x12 LEDGER (BOTTOM AT TRUSS BRG. HT.) W/ (10) 10d NAILS AT EA. VERT. STUD.
11. PROVIDE 2x4 LEDGER AS REQ'D. FOR FLOOR DECK NAILING,
12.A
LL GIRDERS SHOWN SINGLE PLY. FOR CLARITY -
SEE TRUSS ENGINEERING FOR REQUIRED NUMBER
OF PLIES.
DESIGN LOADS:
ROOF LOADS:
LIVE - 20 PSF.
DEAD - 17 PSF. (T.C. - 7 PSF.), (B.C. - 10 PSF.)
BOTTOM CHORD NON -CONCURRENT LIVE LOAD - 10 PSF.
WIND SPEED - 120 MPH./3 SEC, GUST
EXPOSURE CATEGORY - "C" - ENCLOSED BUILDING TYPE.
FLOOR LOADS:
LIVE - 40 PSF.
DEAD - 15 PSF (T.C. - 10 PSF.), (B.C. 5 PSF.)
LATEST REVISION
DATE TO MASTER:
07-01-12
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FRAMING PLAN NOTES:
1. PERMANENT OR TEMPORARY BRACING OF TRUSSES PER HIB91. ANY ADDITIONAL TRUSS BRACING
REQUIRED WILL BE DETERMINED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS DIAGRAMS.
2. ALL TRUSS TO TRUSS CONNECTORS TO BE SUPPLIED BY TRUSS MANUFACTURER.
3. INDICATES ;#2 SYP OR BETTER 2x4 BLKG. AT 48" O.C. BTWN. TRUSS BOT. CHORDS
®W/ (2)-16d COMMONS TOE -NAILED EA. SIDE. (TYP. AT 1ST (4) TRUSS BAYS AT ALL
GABLE ENDS UNLESS OTHERWISE SHOWN ON THE PLAN)
4. ALL OVERHANGS TO BE 12" UNLESS OTHERWISE NOTED ON FRAMING PLAN OR ELEVATIONS.
5. PROVIDE MIN. (2)-10d TOE -NAILED COMMONS AT EA. TRUSS BEARING BOTTOM CHORD TO TOP
PLATE AT ALL FRAME BRG. WALLS. (ADDS 150 LBS UPLIFT CAPACITY TO STRAP CAPACITY)
6. ALL INTERIOR FRAME BEARING WALLS SUPPORT GRAVITY LOADS ONLY (NO UPLIFT CONNECTORS
REQ'D.)
7. FLOOR TRUSS TOP CHORD BEARING CONDITION ON 13" DP. GIRDER TRUSS OR BEAM.
8. 1ST STY. OR 2ND STY. PLUMBING WALL, TOILET, OR FLOOR FITTING.
9. PROVIDE AC DUCT RUN THRU FLOOR TRUSSES - MAXIMIZE OPENING AT CENTER OF SPAN
l0.PROVIDE 2x12 LEDGER (BOTTOM AT TRUSS BRG. HT.) W/ (10) 10d NAILS AT EA. VERT. STUD.
11. PROVIDE 2x4 LEDGER AS REQ'D. FOR FLOOR DECK NAILING,
12.A
LL GIRDERS SHOWN SINGLE PLY. FOR CLARITY -
SEE TRUSS ENGINEERING FOR REQUIRED NUMBER
OF PLIES.
DESIGN LOADS:
ROOF LOADS:
LIVE - 20 PSF.
DEAD - 17 PSF. (T.C. - 7 PSF.), (B.C. - 10 PSF.)
BOTTOM CHORD NON -CONCURRENT LIVE LOAD - 10 PSF.
WIND SPEED - 120 MPH./3 SEC, GUST
EXPOSURE CATEGORY - "C" - ENCLOSED BUILDING TYPE.
FLOOR LOADS:
LIVE - 40 PSF.
DEAD - 15 PSF (T.C. - 10 PSF.), (B.C. 5 PSF.)
LATEST REVISION
DATE TO MASTER:
07-01-12
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frj�(�r
' 12 of 14
M/l ORLANDO
INDICATES AREA WITH 7116" FIRE RETARDANT TREATED
WOOD ROOF SHEATHING -
INDICATES AREA WITH 7116" FIRE RETARDANT TREATED
WOOD ROOF SHEATHING -
um.
-,a.
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v • • • r V • \ • I ✓
E K.O. BLOCKS
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#7 GIRDER TRUSS
13 CONNECTION DETAIL
SIMPSON "d-10" TIE ,AT EA. TRUSS -
FILL ALL HOLES WITH 8d x 1 1;'2" NAILS
(1) `H-10" STRAP FOR J'LIFTS U° TO 850 LBS.
{2� "MTS12" STRAPS AOR UPLIFTS BTWN. 860 AND 172-0 +_BS.
ADD'L STRAP TQ BE
INSTALLED ON OPPOSITE
SIDE OF TRUSS
/ PREPJGIN ER=SI ROOF
./% TRUSS OR CONV.
/ FRAMED RAFTER
CON?. GBL. �FR.AM:- BEARING WALL,
2x TOP PLATE
BEAM, OR GIRDER TRUSS
TYPICAL TRUSS TO FRAME WALL,
BEAM, OR FLAT GIRDER TRUSS
UPLIFT STRAP CONNECTION
' UNLESS OTHERWISE NOTED ON THE PLAN
' SEE TYPICAL WALL SECTICN FOR PLATE TO S -UG CONNECTION
UPUET LOAD REOUIREMENTS OBTAINED FROM S;_ALED
_\IGINEERING DRANNGS FROM TRUSS MA.NUF,
Roof Girder Connector Schedule
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Uplift Gray
Q =
Mark Manuf.
Model No.
Qty.
Load Load
Fasteners / Remarks
1
SIMPSON
MTS12
2
1720
�
(14) 10d x 1-112" EA.
2
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LGT2
1
� 1785
=
(14) 16d SINKERS AT WALL
—
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(16) 16d SINKERS AT GIRDER
3
SIMPSON
MGT
— — — — —
1
—
3330
— —
— —
(1) 5/8" DIAM. BOLT & (22)-10d
— — — — — — — — — — —
HDU4
1
3600
(10) - 1/4" x 2 1/2" SDS SCREWS
4
SIMPSON
HU28
1
575
2450
6 -TITEN 114" x 2 3/4" TO CMU
4 10d x 1 1/2" TO TRUSS
5
SIMPSON
HU28-2
1
1085
4350
12y- TITEN 1/4" x 2 3/4" TO CMU
6 10d TO TRUSS
6
SIMPSON
HU410
1
1810
5085181-
TITEN 114" x 2 3/4" TO CMU
10 10d TO TRUSS
7
SIMPSON
LGUM410
1
3575
9620
8L TITEN HD 3/8" x 4" TO CMU
8 114" x 2 1/2" SDS SCREWS
8
SIMPSON HTT16
1
3480
1) 518" DIAM. BOLT TO CMU —
OR-----
—
----
(18)16dTOSTUD _
8L TITEN 1/4" x 2 3/4" TO CMU
MSTCM40
1
3300
(22)16d SINKERS TO STUD
2nd STY. FRAMING PLAW A
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. WALLS. (ADDS 150 LBS UPLIFT CAPACITY TO STRAP CAPACITY)
6. BEARING WALL SUPPORTING GRAVITY LOADS ONLY (NO UPLIFT CONNECTORS REQ'D.)
7. FLOOR TRUSS WITH TOP CHORD BEARING CONDITION ON GIRDER TRUSS OR BEAM.
8. 1ST STY. OR 2ND STY. PLUMBING WALL OR TOILET FLOOR FITTING.
9. PROVIDE AC DUCT RUN THRU FLOOR TRUSSES — MAXIMIZE OPENING AT CENTER OF SPAN
10. PROVIDE 2x12 LEDGER (BOTTOM AT TRUSS BRIG. HT.) W/ (10) 10d NAILS AT EA. VERT. STUD.
11. PROVIDE 2x4 LEDGER AS REQ'D. FOR FLOOR DECK NAILING.
12. SEE TRUSS ENGINEERING FOR REQUIRED NUMBER OF TRUSSES ® GIRDERS
13. PROVIDE MIN. 2 STUDS ® GIRDER TRUSS LOCATIONS.
nFSIrN I nAD.q-
NUUr LUAUJ:
LIVE - 20 PSF.
DEAD - 17 PSF. (T.C. - 7 PSF.), (B.C. - 10 PSF.)
BOTTOM CHORD NON -CONCURRENT LIVE LOAD - 10 PSF.
WIND SPEED - 120 MPH./3 SEC. GUST
EXPOSURE CATEGORY - "C" - ENCLOSED BUILDING TYPE.
FLOOR LOADS:
LIVE - 40 PSF.
DEAD - 15 PSF (T.C. - 10 PSF.), (B.C. 5 PSF.)
LATEST REVISION
DATE TO MASTER:
07-01-12
b
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CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO MA
HOMES FOR CLARIFICATION!
1
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1
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1
M/I ORLANDO
FORM & POUR RAKED
TIE BEAM
STEP BLOCK WALL AS REQUIRED TO
MAINTAIN MIN. 8' DEPTH FOR
RAKE TIE BEAM
v ARAL WNrU ULU ISLU,R ULL - HLL J)VLIU W/ (;UNI;.
& (1)#'5 BAR CONT. FROM FTG. TO TOP OF RAKE TIE BEAM
RAKE TIE BEAM DETAIL
3/4'1=1 - 0
30° LONG #5 BAR -
2' CLEARANCE FROM BOT. OF
OVERHANG
SAWCUT OUT BLOCK
END CELL FACE TO
INCREASE POUR DEPTH
AT CENTER OF WALL
AT OVERHANGS
yp f 1p# Til
SPRING POINT
FOR 5:12 SLOPE
RAKE TIE BEAM
3
14
SEPARATION WALL ELEVATION BTWN. UNITS "B" & "All FROM LEFT SIDE
1 /4y)=1 1-0))
INDICATES FORMED AND POURED
RAKE TIE -BEAM MIN. 8" DP.
W/ 115 BAR CONT,
INDICATES FORMED AND POURED
RAKE TIE -BEAM MIN. 8" OP.
W/ 1J5 BAR CONT.
SEPARATION WALL ELEVATION BTWN. UNITS "B" & 111311 AND "C" & 111311 FROM LEFT SIDE
1 /4)1= 1 t- 0))
INDICATES FORMED AND POURED
RAKE TIE -BEAM MIN. 8" DP.
W/ 1#5 BAR CONT.
SEPARATION WALL ELEVATION BTWN. UNITS
1 /4"=1'-0"
SIDE TO SIDE
5:12 SLOPE TO TOP OF
INDICATES FORMED AND POURED
RAKE TIE -BEAM MIN. 8" DP.
W/ 1#5 BAR CONT.
"C" & "B" - ELEV. A
SINGLE 8x8x16 CONC.
KNOCKOUT BLOCK COURSE
BOND BEAM - FILL SOLID
W/ CONC. & 1#5 BAR CONT.
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14 of 14
M/l ORLANDO
v
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TRANSOM WOW.
L----------- J.
DBL. SINGLE HUNG WOW.
OR DOOR
7'-0" MAX.
CONNECT HANGER W/ (4)1/4"x2 3/4"
MASONRY SCREWS INTO EA. BLOCK JAMB
AND (4)164 NAILS INTO HEADER )
2x4 ACROSS FRONT (ALIGN
FLUSH W/ BLOCK FACE) CONNECT
W/ (2)10d NAILS AT 12" O.C. _
(6" FROM EA. END)
EXTERIOR
FACE
SIMPSON "HUS26- 2"H ANGER- ORI ENT
HORIZONTAL OR VERTICAL
BLK. JAMB
1 1/2" MIN. EDGE
• DISTANCE FOR
MASONRY SCREWS
• INTERIOR
FACE
BILK. JAMB
1 1/2" MIN. EDGE
DISTANCE FOR
• MASONRY SCREWS
• (2)2x6 HDR.
CTR. ON JAMB
FURR OUT AS REQ'D.
MASONRY OPENING WIDTH (2)2x6 LAID FLAT -NAIL TOGETHER HANGER W/ HANGER W/
W/ (2)8d NAILS AT 6 O.C. HORIZONTAL VERTICAL
ORIENTATION ORIENTATION
WOOD HEADER BTWN. WDWS. OR WDW./DOOR
ROOF TRUSS OR 2x4 BLKG. CONC.
AT 24" O.C. BTWN. TRUSSES BLK. WALL
1. MAXIMUM DESIGN PRESSURE 48.6 PSF FOR ANY DOOR OR WOW.
2. INSTALL WDW. AND DOOR SCREW ANCHORS INTO HEADER PER
WDW. OR DOOR INSTALLATION DETAILS.
O.S.B. SHEATHING
W/ 8d AT 6" O.C.
2x4 CONT. W/ (2) 10d
LOC
ZONE
COMPONENT
2x4 BLKG. AT 24" O.C.
AT EA. TRUSS OR BLKG.
U D7
30
40
(2) 1 O AT EA. 2x4
60
70
2x4 AT 24" O.C.-;.26
90
100
z
16" OC 14'-0"
ROOF
2x4 P.T. FURRING
(�
o�
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ATTACH TO BILK.
+23.2 or -42.
OR 2x8
W/ 1/4"x3" MASONRY
2x4 P.T. CONT. W/
�o
opo
+19.9 or -40.6
10d AT 12" O.C.
(1 1/4" MIN. EMBED.)
3/16" x 3" MIN. MASONRY
(2) 2x4 @
+24.2 or -68.
NAILS @ 6 O.C. EDGE),
((FIELD)
2x4 P.T. W/
SCREWS AT 16" O.C.
12" O.C.
+20.7 or -59.
24 STUDS
3/16" x 3" MIN.
ROOF
@ 16" O.C.
J
+25.7 or -10
MASONRY SCREWS
O.S.B. SHEATHING AT 24" O.C.
W/ 8d AT 6" O.C.
10d AT 12" O.C. 2x4 P.T. W/ (2)104
(2)1Od AT EA. 2x4
2x6 OR 2x8 CONT. HARD CASE SPIRAL CONC.
NAILS AT 24" O.C. BILK. JAMB
C,
HEAD JAMB
WALL
POCKET SGD HEAD/JAMB DETAIL
LOCATIONS WHERE POCKET SGD TRACK IS OUTSIDE BLOCK WALL OPNG.
2x4 P.T. - ATTACH
W/ 1/4"x3" MASONRY SCREW
6" MAX. (1 1/4" MIN. EMBED.) 6" MAX.
SIMPSON SP1
LOC
ZONE
COMPONENT
AT 16' O.C.
10
U D7
30
40
o �
60
70
a
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90
100
z
16" OC 14'-0"
ROOF
2x4 P.T. FURRING
(�
o�
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ATTACH TO BILK.
+23.2 or -42.
wU"
W/ 1/4"x3" MASONRY
+21.2 or -41.
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opo
+19.9 or -40.6
L.,
(1 1/4" MIN. EMBED.)
U N cD
(2) 2x4 @
+24.2 or -68.
NAILS @ 6 O.C. EDGE),
((FIELD)
Q Q
+21.8 or -61.
12" O.C.
+20.7 or -59.
24 STUDS
N EACH END
ROOF
@ 16" O.C.
J
+25.7 or -10
+24.2 or -10
+23.2 or -10
+22.4 or -97.
+21.8 or -95.
+21.2 or -94.
+20.7 or -92.
C,
+19.9 or -89.9
WALL
4
+48.9 or -53.
2x4 0
+45.4 or -49.
+44.5 or -48.
+43.8 or -48.
16" O.C.-
+42.7 or -46.1+42.3
or -46.
+41.9 or -46.
+41.6 or -45.8
WALL
5
(D
+46.7 or -61.
+45.4 or -58.
+44.5 or -56.
X
N Y
+43.2 or -54.
+42.7 or -53.1+42.3
or -52.
m
SIMPSON SP1
AT 16" O.C.-
- BLOCK OPENING
ALL BLK. CELLS ABV. LINTEL
TO BE CONC. FILLED
PRECAST LINTEL PER PLAN
26 P.T. FROM BOT. OF LINTEL TO
TOP OF WALL - CENTER ON OPNG.
FASTEN TO BLOCK W/ 1/2" J -BOLT
W/ 2" SQ. WASHER
2x6 OR 2x4 P.T. W/ CONC. NAILS AT
12 O.C. ACROSS TOP OF QPNG.
4" MIN.
EXTEND JAMB 14" MIN. EDGE
ABV. OPNG.
DIST.
2x6 P.T. BUCK AT GARAGE DOOR JAMBS FASTEI�-
TO BLOCK W/ 112" DIA. X 6" J -BOLTS AT 24"
O.C. MAX. W/ 2 SO. WASHERS
AT EA. SIDE OF OPNG.
GARAGE DOOR MASONRY OPENING
GARAGE DOOR DETAIL
X �
Q
LOC
ZONE
COMPONENT
EFFECTIVE AREA
10
U D7
30
40
o �
60
70
a
�o
90
100
Q
16" OC 14'-0"
ROOF
2x4 P.T. FURRING
+28.2 or -44.+25.7
Z
ATTACH TO BILK.
+23.2 or -42.
s
W/ 1/4"x3" MASONRY
+21.2 or -41.
�o
SCREW
+19.9 or -40.6
L.,
(1 1/4" MIN. EMBED.)
O.S.B. SHEATHING W/ 8d
+25.7 or -71.
+24.2 or -68.
NAILS @ 6 O.C. EDGE),
((FIELD)
+22.4 or -63.
+21.8 or -61.
12" O.C.
+20.7 or -59.
24 STUDS
+19.9 or -57.2
ROOF
@ 16" O.C.
+28.2 or -11
x
W20 P.T. -ATTACH WALL S. M PER
MAX. W/ 1/4"x3" TAPCONS MAX. PKI. SGD. MANUF.
(1 1/4" MIN. EMBED.)
WALL ELEVATION JAMB / HEAD DETAIL
CDARAC ►ALAI I AT DnPVET CPrl DI nnv nnrkiiAIn
LOCATIONS WHERE POCKET SGD TRACK IS BELOW PRECAST LINTEL
BLOCK JAMBMEAD
2x4 P.T FURRING
1/4"x3" MASONRY
SCREW (1-1/4" MIN.
EMBED)
10d NAILS @ 6" O.C.
2x4 P T @ TOP
AND SIVS OF
BLK. OPNG.
DESIGN WIND LOAD PRESSURE (PSF) - EXPOSURE "C"
LOC
ZONE
COMPONENT
EFFECTIVE AREA
10
20
30
40
50
60
70
80
90
100
26 SPF
16" OC 14'-0"
ROOF
1
+28.2 or -44.+25.7
or -43.
+24.2 or -42.
+23.2 or -42.
+22.4 or -41.
+21.8 or -41.
+21.2 or -41.
+20.7 or -41.
+20.3 or -00.
+19.9 or -40.6
ROOF
2
+28.2 or -77.
+25.7 or -71.
+24.2 or -68.
+23.2 or -65.
+22.4 or -63.
+21.8 or -61.
+21.2 or -60.
+20.7 or -59.
+20.3 or -58.
+19.9 or -57.2
ROOF
3
+28.2 or -11
+25.7 or -10
+24.2 or -10
+23.2 or -10
+22.4 or -97.
+21.8 or -95.
+21.2 or -94.
+20.7 or -92.
+20.3 or -91.
+19.9 or -89.9
WALL
4
+48.9 or -53.
+46.7 or -50.
+45.4 or -49.
+44.5 or -48.
+43.8 or -48.
+43.2 or -47.
+42.7 or -46.1+42.3
or -46.
+41.9 or -46.
+41.6 or -45.8
WALL
5
+48.9 or -65.
+46.7 or -61.
+45.4 or -58.
+44.5 or -56.
+43.8 or -55.
+43.2 or -54.
+42.7 or -53.1+42.3
or -52.
+41.9 or -51.
+41.6 or -50.9
9'x 7' GARAGE DOOR
+25.0 or -28.3
16'X 7' GARAGE DOOR 24.0 or -26.8
NOTES
1. Values shown are based on 140 miles per hour (ult), Enclosed condition, Risk Category II
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 six feet of
building edges or corners. All other components shall use typical pressure values.
S. 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 that need not be less than one-third the span length.
ROOF NOT SHOWN
554
MN/(
4
5 5 a
WALK a HIP ROOF 7 <8 - 27
2 - 20 OR DBL. 10 BUCK - CONNECT SECTION
EA. TO BLOCK W/ 3/16"0" TAPCON (1 A -A
1/4" MIN. EMBEDMENT INTO BLK.) ->
BLOCK HEADER SOLID BLKG. AT TOP BTWN. 4'-0 1.1I/I
ARCH BLKG. & BUCK MAX 3/16%3" TAPCONS
20 45d DIAGONAL
BRACE(S) 8d NAILS AT 8" O.C.
AT BUCK 2x4 45d DIAGONAL
BUILT UP PLWD. OR
MASONITE BUCK -SCRIBE ARCH PANEL 7/16" OSB BRACE AT EA. FACE
BACKSIDE TO FIT ARCH- (4)104 NAILS INTO EA. OF ARCH W . �2�10d
CONNECT W/ 8d NAILS 2x4 BRACE/BLKG.
NAILS AT EAA. D
INSTALL WDW. SCREW ANCHOR 2x4 SOLID BLKG. (FULL WIDTH OF WALL) PROVIDE TAPCON
INTO ARCH BLKG. PER BTWN. OSB ARCH FACES W/ (2)104 NAILS WITHIN 4" MIN. OF
INSTALLATION DETAILS THRU OSB INTO EA. 20 BRACE
_START OF ARCH _
SECTION A -A PROVIDE TAPCON PER WDW. INSTALLATION 4' MAX. RAD.
DETAILS OR THRU 1 1/2' THK. OR MORE BUCK
WITHIN 8" MIN. OF START OF ARCH
FRAME ARCH TOP DETAIL
BLOCK OPNG. SHOWN FRAME OPNG. SIMILAR (NO BUCK REQ'D. WHEN NO PLYWD. JOINT AT JAMBS)
2 - 2x4 OR DBL. 1x4 BUCK - SECTION
CONNECT EA. TO BLOCK W/ 3/16"x3" B -B
BLOCK HEADER TAPCON (1 1/4" MIN, EMBEDMENT INTO
BLK.)
PROVIDE 2x4 DIAG. BRACE SOLID BLKG. AT TOP BTWN. ��4'-0" 1'-4"
BTWN. VERT. BRACES WHEN HT. ARCH BLKG. &BUCK (
OF BRACE EXCEEDS 24" MAX. PROVIDE
h2) MN,
TSIDE
2x4 VERT.8d NAILS AT 8" O.C. BUCK- (1� WITHIN 4"
BRACE(S) AT BUCK MIN. OF SITART OF
BUILT UP PLWD. OR% -7/16- OSB ARCH
MASONITE BUCK -SCRIBE ARCH PANEL _ _ _START _OF ARCH_
BACKSIDE TO FIT ARCH- EQ. EQ. 4' MAX. RAD.
CONNECT W/ Sd NAILS
2x4 VERT. AT EA. FACE OF ARCH
INSTALL WDW. SCREW ANCHOR W/ (3)10d NAILS AT EA. END
INTO ARCH BLKG. PER 2x4 SOLID BLKG. (FULL WIDTH 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
BLOCK OPNG. SHOWN FRAME OPNG. SIMILAR (NO BUCK REQ'D. WHEN NO PLYWD. JOINT AT JAMBS)
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)
2"
MAX.
n1/CDWAAII'_IAIi'_ DI t)PV DEDA ID I1ETA II
MAXIMUM WALL HT 1140 MPH / EXP C / RISK CAT. II
SIZE/SPECIES
SPACING MAXIMUM HEIGHT
20 SPF
16" OC 8'-4"
2x4 SPF
12" OC 9'-0"
2x4 SPF
16" OC 9'-4"
20 SPF
12" OC 10'-0"
24 SPF
16" OC 12'-4"
26 SPF
12" OC 13'-0"
26 SPF
16" OC 14'-0"
24 SPF
12" OC 15'-0"
NOTE:
HEIGHTS SHOWN IN THIS TABLE ARE BASED ON STUDS BEING ATTACHED
PER ROW
TO 1/2 MINIMUM OSB SHEATHING WITH 8d MIN NAILS @ 12" OC
�- C MAX. C
INTERMEDIATE SUPPORTS AND 6" OC AT PERIMETER AND 4" OC @
1 O x 31
CORNER STUDS. SHEATHING TO BE CONTINUOUS OVER 3 OR MORE STUDS.
I. L.UI,A I IUIVJ rLK INUIVIUUAL WUW. UF'N6 UIMLN5IUN NUI MULLED WDW. OPNG. DIMENSION
2. MAXIMUM ALLOWABLE SPACING BTWN. TAPCON ANCHORS TO BE 24" O.C.
2x HDR. PLATE OR
EXTERIOR WD. HDR.
SHEATHING2 LAYERS Of 7/16" O.S.B. OR
�1� LAYER OF 3/4 PLYWD.
CONNECT W/ (2)8d NAILS AT
16" O.C.
BUILT UP WOOD HDR. OR
2z HDR, PLATE
EXTERIOR
SHEATHING,
`2x CRIPPLE STUDS AT 16"
O.C. BTWN. SILL PLATE &
BOT. PLATE OR HDR. &
HDR. PLATE
2x HDR. OR SILL PLATE
OR HDR. JACK
ATTACH NAW. DOOR PER
MANUF. SPEC ICATIONS
SILL 1 JAMB / HEAD
FRAME WALL OPNG.
WDW./DOOR DETAILS
TAPCON PER 11 3/4"
SCHEDULE MIN. _
� X
� Q
N �
EXT. FACE (2)10d x 1 1/2" AT 24"
OF BLOCK O.C. FOR BUCK BUILT UP
TO 2 1/2" THICK
PROVIDE 2x P.T. AGAINST OR
BLOCK FOR BUILT UP BUCKS (2)8d x 2 1/2" AT 24"
2" THICK OR MORE O.C. FOR BUCK BUILT UP
BUILT UP BUCK DETAIL 21/2" THICK OR MORE
THICKNESS 1112" OR GREATER
PRECAST CONC. MIN. 2 1/2" WIDE BUCK -
LINTEL ABV. QPNG. MAXIMUM 2 3/4" BUILT UP
OR CMU JAMB THICKNESS - CONNECT W/
CAULK BTM. ok 3/16" DIA. TAPCONS.
BUCK / BLOCK TAPCON LENGTH MUST BE
SUFFICIENT TO ACHIEVE MIN.
CEMENT FINISH 1 1/4" EMBEDMENT INTO
OVER BLOCK BLOCK JAMB / HEAD
INSTALL WDW./DOOR SCREW DRYWALL
ANCHOR INTO BUCK PER
INSTALLATION 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 JAMB
MIN. 2 1/2" WIDE BUCK -
CAULK 81WN. MAXIMUM BUILT UP
BUCK / BLOCK THICKNESS MUST BE LESS
THAN 1 1/2" CONNECT W/
CEMENT FINISH SPIRAL NAILS AT 16" O.C.
OVER BLOCK DRYWALL
HEAD/JAMB FOR BUCK
THICKNESS LESS THAN 11/2"
CEMENT FINISH ATTACH WDW./DOOR PER
OVER BLOCK MANUF. SPECIFICATIONS
PRECAST
T AW
CONC. SILL �
BLOCK WALL OPNG._
WDW./DOOR BUCK DETAILS
ALL EXTERIOR WINDOWS AND DOORS SHALL HAVE MEET PRESSURES IN
CHART- EXPOSURE "C"
TAPCON INSTALLATION ANCHOR CHART
HEADER LOAD
CONDITION
FOR BLOCK OPNGS. W/ BUCKS 1 1/2" THICK OR GREATER
WIDTH
WIDTH WIDTH
(2)26
WIDTH
(2)2x8
24" O.C.
D F E F D D E D D E D
2 -PLY COMPOSITE POST. MINIMUM END DISTANCE SHALL
8"
BE 2 1/2" AND MINIMUM EDGE DISTANCE SHALL BE 1".
STUD
# OF NAILS
MAX.
MAX.
A 8„ A
APS
8"
SIZE
PER ROW
2x4
�- C MAX. C
MAX. C
1 O x 31
10d X 31 OR
1/2" DIAM.
2
5-5"
B g
C WDW. C
g
WDW. WDW. C =
BOLT @ 16" O.C.
26
(2)
OPNG.
QPNG. OPNG.
10d X 31 OR
SGD OR
A A
A
Q
EXT. DOOR
SILL / MULL
SILL / MULL
@ 16" O.C.
OPNG.
(2)
SINGLE WDW. OR
MULTIPLE SIDE
10d X 31. OR
STACKED WDW.
BY SIDE WDWS.
±d
W/ MULL BTWN. ®
W/ MULL BTWN. ®
X+
IN LIEU OF NAILS, MEMBERS MAY BE BOLTED TOGETHER
WITH 1/2" DIAM. THRU-BOLTS AT 16" O.C. VERTICALLY WITH
_
THE SAME NUMBER OF BOLTS PER ROW AS NAILS
WDW. OPNG. LOCATIONS WDW. OPNG. LOCATIONS
HEIGHT IN HEAD 01
WIDTH IN HEAD 01
EXTERIOR
DOOR
UP TO 40" A
UP TO 40" D
OPENINGS
40.01" TO 60" A , B 40.01" TO 60" D , E
60.01" TO 80" A , C 60.01" TO 80" D , F
80.01" TO 100" 1 A , B , C 80.01" TO 100" D , E , F
I. L.UI,A I IUIVJ rLK INUIVIUUAL WUW. UF'N6 UIMLN5IUN NUI MULLED WDW. OPNG. DIMENSION
2. MAXIMUM ALLOWABLE SPACING BTWN. TAPCON ANCHORS TO BE 24" O.C.
2x HDR. PLATE OR
EXTERIOR WD. HDR.
SHEATHING2 LAYERS Of 7/16" O.S.B. OR
�1� LAYER OF 3/4 PLYWD.
CONNECT W/ (2)8d NAILS AT
16" O.C.
BUILT UP WOOD HDR. OR
2z HDR, PLATE
EXTERIOR
SHEATHING,
`2x CRIPPLE STUDS AT 16"
O.C. BTWN. SILL PLATE &
BOT. PLATE OR HDR. &
HDR. PLATE
2x HDR. OR SILL PLATE
OR HDR. JACK
ATTACH NAW. DOOR PER
MANUF. SPEC ICATIONS
SILL 1 JAMB / HEAD
FRAME WALL OPNG.
WDW./DOOR DETAILS
TAPCON PER 11 3/4"
SCHEDULE MIN. _
� X
� Q
N �
EXT. FACE (2)10d x 1 1/2" AT 24"
OF BLOCK O.C. FOR BUCK BUILT UP
TO 2 1/2" THICK
PROVIDE 2x P.T. AGAINST OR
BLOCK FOR BUILT UP BUCKS (2)8d x 2 1/2" AT 24"
2" THICK OR MORE O.C. FOR BUCK BUILT UP
BUILT UP BUCK DETAIL 21/2" THICK OR MORE
THICKNESS 1112" OR GREATER
PRECAST CONC. MIN. 2 1/2" WIDE BUCK -
LINTEL ABV. QPNG. MAXIMUM 2 3/4" BUILT UP
OR CMU JAMB THICKNESS - CONNECT W/
CAULK BTM. ok 3/16" DIA. TAPCONS.
BUCK / BLOCK TAPCON LENGTH MUST BE
SUFFICIENT TO ACHIEVE MIN.
CEMENT FINISH 1 1/4" EMBEDMENT INTO
OVER BLOCK BLOCK JAMB / HEAD
INSTALL WDW./DOOR SCREW DRYWALL
ANCHOR INTO BUCK PER
INSTALLATION 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 JAMB
MIN. 2 1/2" WIDE BUCK -
CAULK 81WN. MAXIMUM BUILT UP
BUCK / BLOCK THICKNESS MUST BE LESS
THAN 1 1/2" CONNECT W/
CEMENT FINISH SPIRAL NAILS AT 16" O.C.
OVER BLOCK DRYWALL
HEAD/JAMB FOR BUCK
THICKNESS LESS THAN 11/2"
CEMENT FINISH ATTACH WDW./DOOR PER
OVER BLOCK MANUF. SPECIFICATIONS
PRECAST
T AW
CONC. SILL �
BLOCK WALL OPNG._
WDW./DOOR BUCK DETAILS
ALL EXTERIOR WINDOWS AND DOORS SHALL HAVE MEET PRESSURES IN
CHART- EXPOSURE "C"
WOOD HEADER SCHEDULE
MAXIMUM CLEAR SPAN FOR LOAD BEARING FRAME WALLS
SIZES NOTED ON PLANS TO SUPERCEDE
VALUES SHOWN ON THIS SCHEDULE
FASTENER SCHEDULE FOR
HEADER LOAD
CONDITION
BUILT UP STUD COLUMNS
SIZE
VERTICAL SPACING OF FASTENERS AT 8" O.C.
(2)26
STAGGERED UNLESS OTHERWISE NOTED. THIRD AND
(2)2x8
FOURTH PLIES SHALL BE ADDED TO EITHER SIDE OF
(2)2x10
2 -PLY COMPOSITE POST. MINIMUM END DISTANCE SHALL
(2)2x12
BE 2 1/2" AND MINIMUM EDGE DISTANCE SHALL BE 1".
STUD
# OF NAILS
NUMBER OF PLYS
(2) PLYS
(3) PLYS
(4) PLYS
SIZE
PER ROW
2x4
(1)
1 O x 31
1 O x 31
10d X 31 OR
1/2" DIAM.
2
5-5"
2
BOLT @ 16" O.C.
26
(2)
1 O x 31
1 O x 31
10d X 31 OR
0
1/2" DIAM.BOLT
W
0 U)
@ 16" O.C.
2x8
(2)
1 O x 31
1 O x 31
10d X 31. OR
1/2" 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 SAME NUMBER OF BOLTS PER ROW AS NAILS
WOOD HEADER SCHEDULE
MAXIMUM CLEAR SPAN FOR LOAD BEARING FRAME WALLS
SIZES NOTED ON PLANS TO SUPERCEDE
VALUES SHOWN ON THIS SCHEDULE
�16-U oWw�
0
HEADER LOAD
CONDITION
HEADER
SIZE
-
_I_-
� W N
cli
(2)26
NJ
(2)2x8
NJ
(2)2x10
NJ
(2)2x12
NJ
ROOF ONLY
4'-0"
2
5'-4"
2
6'-8"
2
7'-6"
2
2nd FLOOR ONLY
3'-6"
2
4'-5"
2
5-5"
2
2nd FLOOR & ROOF
3'-0"
2
3"-10"
2
0
"NJ" = MINIMUM NUMBER 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
- NATIONAL ELECTRICAL CODE REQUIREMENTS FOR ONE AND TWO FAMILY DWELINGS, NFPA
70A; 2007.
- FLORIDA FIRE PREVENTION CODE
2, SUBCONTRACTORS SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE
BUILDER/ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING LITH 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
TERMITICIDE TREATMENT IS REGISTERED BY THE FLORIDA DEPARTMENT 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 COMPLIANCE SHALL BE ISSUED BY A LICENSED PEST CONTROL COMPANY BEFORE
A CERTIFICATE OF OCCUPANCY MAY BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE:
'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY THE
FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES'.
FOUNDATION NOTES
1. FOUNDATION IS DESIGNED BASED ON PRESUMPTIVE SAFE ALLOWABLE BEARING PRESSURE OF 2000
PSF. CONTRACTOR SHALL VERIFY THAT THE MINIMUM BEARING PRESSURE OF 2000 PSF IS
OBTAINED PRIOR TO FOOTING PLACEMENT.
2. FOOTING SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS.
3. AS REQUIRED BY THE LOCAL MUNICAPILITY BUILDING DEPARTMENT, 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 MARKER TO MARKER TO VERIFY REQUIRED SETBACKS.
CONCRETE NOTES
1. CONCRETE STRENGTH SHALL BE 2500 PSI AT 28 DAYS AND IN ACCORDANCE WITH A.C.I. 318-11.
2. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ASTM A615 GRAFE
40.
3. WELDED ARE FABRIC SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ASTM A185.
CONCRETE MASONRY NOTES
1. CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH A.C.I. 530/ASCE 5/TMS 402.
2. CONCRETE MASONRY UNITS SHALL BE IN CONFORMANCE WITH ASTM C90, GRADE N, TYPE II
ASTM C140 AND SHALL HAVE A COMPRESSIVE STRENGTH OF 2000 PSI MINIMUM BASED ON THE
NET GROSS SECTIONAL AREA.
3. COARSE GROUT SHALL BE IN CONFORMANCE WITH ASTM C476.
4. MORTAR SHALL BE TYPE "M" OR "S" IN ACCORDANCE WITH ASTM C270.
5. ALL MASONARY UNITS SHALL BE LAID IN RUNNING BOND U.N.O.
6. PROVIDE 8" PRECAST CONCRETE LINTELS ABOVE ALL MASONARY OPNGS. ALL LINTEL FOR OPNGS.
OVER 5'-6" SHALL BE GROUTED SOLID W/ 8" STANDARD BRG. EA. END U.N.O. (4" MIN. BEARING
REQ'D.)
PRE-ENGINEERED WOOD TRUSSES
1. ALL TRUSSES SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE "NATIONAL DESIGN
SPECIFICATONS 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 DIMENSIONS
BEFORE FABRICATION. ANY DEVIATIONS OR DISCREPANCIES FROM THE PLANS TO BE BROUGHT TO
THE ATTENTION OF THE BUILDER/ARCHITECT/ENGINEER PRIOR TO PROCEEDING. TRUSS MANUF. TO
SUPPLY ALL TRUSS TO TRUSS HANGERS AND CONNECTIONS.
3. TRUSS MANUF. TO PROVIDE SHOP DRAWINGS ON NEW AND/OR REVISED MODEL PLANS TO BUILDER
FOR 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 FRAMING PLANS.
5. PRE-ENGINEERED WOOD TRUSSES, RAFTERS, AND OTHER ROOF FRAMING MEMBERS SHALL BE
SPACED AT 24" O.C. MAXIMUM.
6. RIDGE AND VALLEY SET MEMBERS SHALL BE A NOMINAL DIMENSION OF 2" LARGER THAN
RAFTERS.
7. ALL ROOF FRAMING MEMBERS SHALL BE MIN. SYP #2 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
1-83 OR NER-108. NAILS USED IN ALL SHEATHING APPLICATIONS SHALL BE 8d RING SHANK,
HOT DIPPED GALVANIZED, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD
AND SHANK SIZE EQUIVALENT TO HAND DRIVEN NAILS, OTHERWISE SPACING SHALL BE 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 SOUTHERN YELLOW PINE 12 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 MEMBER DIRECTLY TO TOP OF COLUMN AND BOTTOM W/ A MIN. OF SIMPSON SPH4 OR
EQUAL AT EACH STUD. PROVIDE BLOCKING TO BEARING WALL BELOW 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 SAWCUT 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 R602.3(FASTENING SCHEDULE) OF THE FLORIDA BUILDING CODE 2010
-RESIDENTIAL- 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 STRAP(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 MUST BE
EQUALLY HALF ON EA. ITEM.
8. INSTALL ALL SPECIFIED FASTENERS AT EACH CONNECTOR. REFER TO CONNECTOR SCHEDULE FOR
MINIMUM NUMBER OF FASTENERS.
9. MAY SUBSTITUTE HURRICANE STRAP WITH STRAP OF GREATER HOLD DOWN VALUE OR GREATER
UPLIFT VALUE IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURERS INSTALLATION
INSTRUCTIONS OR REQUIREMENTS ARE FOLLOWED.
STRUCTURAL CRITERIA
1. APPLICABLE CODE:
FLORIDA BUILDING CODE 2010 - RESIDENTIAL
WIND SPEED - 140
NON -WIND-BORNE DEBRIS
REGION; WIND IMPORTANCE FACTOR - (1) ONE; "ENCLOSED" BUILDING TYPE; EXPOSURE
CATEGORY C - SEE ROOF PLAN NOTES.
2. INTERNAL PRESSURE COEFFICIENT: +/- 0.18 MAXIMUM MEAN ROOF HT. = 30 FEET
GENERALNOTES
1. DOORS BETWEEN GARAGE AND LIVING SPACE SHALL BE MINIMUM 1 3/8" THICK SOLID CORE
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
DWELLIN FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE SHEET
STEEL OR APPROVED 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
2068
DOOR DOOR DOOR DOOR
WIDTH WIDTH HT. HT.
FEET INCHES FEET INCHES
NOTES:
1. NUMBER OF PANELS, HAND, & SWING AS SHOWN ON PLAN
LATEST REVISION
DATE TO MASTER:
07-01-12
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GABLE END OR
FLOOR TRUSS
7/8" CEMENT PLASTER
ON PAPER BACK LATH
AIR INFILTRATION BARRIER
(DESIGN STANDARD: TYVEK)
M
N
MID -WALL
WEEP SCREED
1/2" MIN. CEMENT
PLASTER
8" CMU WALL
DETAIL @ BLOCK/ FRAME CONNECTION
SCALE: 3" = 1'-0"
TYVEK OVER 'C' PEEL AND STICK
FLASHING AND WINDOW FLANGE
C TAPE OVER CUT
IN TYVEK
PEEL AND STICK DETAIL
8'-0" MAX. SPAN W/O 2x8 RIDGE
20 VERTICAL BLKG. 2x6 VALLEY RAFTERS
(4)164 2x4 COLLAR TIE IN
MTS12 NAILS UPPER 3RD OF ROOF HT.
STRAP _--------
j "2x4 VERT. AT MTS12
-0" O.C. MAX. (ONLY STRAP
I AT SPANS > 8'-0")
20 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
r , �
3 4" DIA. x 6" DP. HOLE
I
I
START B STRIPS HERE
I
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I
B
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EDGE OF WINDOW
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GROUT SOLID AT
I
I
APPLY PEEL AND STICK
TOP OF CELL
ACROSS HDR. SPAN
FLASHING MEMBRANE IN ORDER
SAWCUT APPROX.
N
'-CONC. FILLED REINF.
STARTING AT BOTTOM OF
MIN. THICKNESS 1-1/2"
TOP COURSE PER TVP.
IN WALL
WINDOW AND OVERLAPPING AS
II WALL SECTION
NOTES:
I
INDICATED
I
I
I
I
SPACES
II OF RMIN.
CLEANED PRIOR TO
a
A
PEEL AND STICK DETAIL
8'-0" MAX. SPAN W/O 2x8 RIDGE
20 VERTICAL BLKG. 2x6 VALLEY RAFTERS
(4)164 2x4 COLLAR TIE IN
MTS12 NAILS UPPER 3RD OF ROOF HT.
STRAP _--------
j "2x4 VERT. AT MTS12
-0" O.C. MAX. (ONLY STRAP
I AT SPANS > 8'-0")
20 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
BLOCK CELL DETAIL
Aa 'Aa :A Aa laid Ap Aa lW AaAA a
2ND STY. SHOWER DETAIL
P.T. WOOD FURRING OR WOOD
FRAME WALL ASSEMBLY
TILE WALL SYSTEM
3 4" DIA. x 6" DP. HOLE
COATED GLASS MAT WATER-RESISTANT
m
F R #5 BAR DOWEL SET IN
EPDXYY
2-0" PRE-ENG'D. CONC. LINTEL
ABV. TYP. WDW. AND DOOR OPNG'S.
SEE PLANS FOR LOCATIONS AND TYPES
_ m
ADHESIVE
WHERE THE USE OF A SHOWER PAN LINER IS
w
GROUT SOLID AT
MORTAR BED AT WALL
TOP OF BLK. WALL
TOP OF CELL
ACROSS HDR. SPAN
TILE FLOOR SYSTEM
SAWCUT APPROX.
N
'-CONC. FILLED REINF.
4"W.x24"H. OPENINGI
MIN. THICKNESS 1-1/2"
TOP COURSE PER TVP.
IN WALL
ii
II WALL SECTION
NOTES:
AT INTERIOR BEARING WALLS NOTED ON PLANS AS 8x8x16 CONC. BLOCK
LAP
--DRILLED HOLE TO BE
SPACES
II OF RMIN.
CLEANED PRIOR TO
a
II
DISPENSING ADHESIVE
BLKG. AT 4'-0" O.C. MAX.)
I 3000 PSI CONC.
--EPDXY ADHESIVE TO
FILLED CELL W/
HIGH STRENGTH TYPE
#5 REBAR
--REBAR DOWEL MUST
2) STRAPS EA. SIDE
I
BE CLEAN AND OIL FREE
I
W/ (4) OR MORE TRUSSES
WALL AND ROOF FRAMING NO
i i SAWCUT 1" W. OPNG. IN
SAWCUT APPROX.
i
OM TOP TO
4"W.x24"H. OPENING
I� BWALL OTTOM T.
IN WALL
NOTE:
REBAR PLACEMENT INTO
ELL- ILL SOLID W/
25" MIN. LAP
II C
OF REBARS
TOP OF SLAB
"SP2" AT EA. STUD TO SILL
f
I
m
3 4" DIA. x 6" DP. HOLE
w
FOR #5 BAR DOWEL SET�IN
AT INTERIOR BEARING WALLS NOTED
ON PLANS AS SUPPORTING GRAVITY
EPDXY ADHESIVE
ADDED
REINF. FILLED
BLOCK CELL DETAIL
Aa 'Aa :A Aa laid Ap Aa lW AaAA a
2ND STY. SHOWER DETAIL
P.T. WOOD FURRING OR WOOD
FRAME WALL ASSEMBLY
1 ST STY. SHOWER DETAIL
N.T.S.
SHOWER DOOR OR SHOWER
ENCLOSURE W/FRAME SET IN 1
FULL BED OF SILICONE
SEALANT - CENTER ON
MARBLE SILL & WALL BEYOND i
IF PROVIDED
i
FLOOR TILE
M"1112'
MORTAR BED AT WALL
W/GALV. METAL LATH
SHOWER DRAIN RECEPTOR - TOP OF
DRAIN 2" MIN. BELOW F.F. LEVEL
LATERAL BRACING.
NUMBER & LOCATION ON %
WEBS VARIES WITH ! r
DESIGN CONDMONS. V,wres
r"Im
G460if MOBS
G9vtCSS +aIJE'D 0
OW)ML Rpm
STRUCTURAL
SHEAWNG OUTROGE
BLOCKING CUr TO FYT
TIGHT BETWEEN TRUSSES
ARIES
450—+ i
VARIES
i ` I DIAGONAL BRACE
AS REQUIRED
DESIGN ATTACHMENT
TO RESIST BOTH PUSHING SECTION B-8
AND PULLING FORCES LATERAL
i BRACING BOTTOM CHORD
LATERAL BRACING
z :z" _ _--
CEILING
DIAPHRAGM
END WALL---- £
OMGONAL BRACE MAY BE TIED INTO
BOTTOM CHORD LATERAL BRACING 4
STANDARD END DROPPED TOP CHORD END WB ALr> inu►rE
SECTION A -A SECTION C -C
NOTES:
1) ACTUAL BRACING REQUIREMENTS WILL VARY DUE TO WIND LOAD, CODE CRITERIA, BUILDING HEIGHT,
TRUSS SPAN, WEB LUMBER GRADE/SPECIES/ON CENTER SPACING AND OTHER VARIABLES.
BRACING (AND ATTACHMENT) REQUIREMENTS SHOULD BE DESIGNED FOR EACH SPECIFIC JOB,
2) CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL, AS WELL AS THE DESIGN
AND SPECIFICATION OF TEMPORARY AND PERMANENT BRACING OF THE ROOF SYSTEM IS THE
RESPONSIBILITY OF THE BUILDING DESIGNER.
TVP. GABLE END TRUSS DETAIL
N. T. S.
d'
5' INCL.
ROOF EDGE ROOF O.H.
HURR. STRAP AT EA. TRUSS
r SEE ROOF PLAN
8x8x16 CONC, KNOCKOUT BLK. 12
TOP COURSE -FILL W/ CONC. 61
AND 1-#'5 BAR CONT.
WOOD TRUSSES @ 24" O.C.
ROOF W/ 2'-0" O.H. OR 2x4x8 SISTER
EDGE (SEE ROOF FRAMING PLAN
FOR LOCATION) AAAAAAAAAA
DRIP EDGE OVER
TILE WALL SYSTEM
3/4" PRIME TRIM
COATED GLASS MAT WATER-RESISTANT
ROOF O.H.
O1 ZONE 1 - USE 8d "RINGSHANK" NAILS @ 12" O.C. (FIELD) 6" O.C. (EDGE)
O ZONE 2- USE 8d "RINGSHANK" NAILS @ 6" O.C. (FIELD/EDGE)
ZONE 3 - USE 8d "RINGSHANK" NAILS @ 4" O.C. (FIELD/EDGE)
ROOF NAILING PATTERN
GYPSUM BACKER BOARD (1/2" DENS -GLASS)
2-0" PRE-ENG'D. CONC. LINTEL
ABV. TYP. WDW. AND DOOR OPNG'S.
SEE PLANS FOR LOCATIONS AND TYPES
SHOWER DRAIN FOR TILE SHOWER INSTALLATION
STRAP AT EA. MEMBER
WHERE THE USE OF A SHOWER PAN LINER IS
NOTES 1
NOT REQUIRED
PSON DSP AT 16" O.C.
MORTAR BED AT WALL
11
II
W/GALV. METAL LATH .
ACROSS HDR. SPAN
TILE FLOOR SYSTEM
N I
N
MORTAR BED
REFER TO HEADER
MIN. THICKNESS 1-1/2"
TOP PLATE FOR FASCIA MATERIAL
MIN. SLOPE 1/4" PER FT.
ii
1 ST STY. SHOWER DETAIL
N.T.S.
SHOWER DOOR OR SHOWER
ENCLOSURE W/FRAME SET IN 1
FULL BED OF SILICONE
SEALANT - CENTER ON
MARBLE SILL & WALL BEYOND i
IF PROVIDED
i
FLOOR TILE
M"1112'
MORTAR BED AT WALL
W/GALV. METAL LATH
SHOWER DRAIN RECEPTOR - TOP OF
DRAIN 2" MIN. BELOW F.F. LEVEL
LATERAL BRACING.
NUMBER & LOCATION ON %
WEBS VARIES WITH ! r
DESIGN CONDMONS. V,wres
r"Im
G460if MOBS
G9vtCSS +aIJE'D 0
OW)ML Rpm
STRUCTURAL
SHEAWNG OUTROGE
BLOCKING CUr TO FYT
TIGHT BETWEEN TRUSSES
ARIES
450—+ i
VARIES
i ` I DIAGONAL BRACE
AS REQUIRED
DESIGN ATTACHMENT
TO RESIST BOTH PUSHING SECTION B-8
AND PULLING FORCES LATERAL
i BRACING BOTTOM CHORD
LATERAL BRACING
z :z" _ _--
CEILING
DIAPHRAGM
END WALL---- £
OMGONAL BRACE MAY BE TIED INTO
BOTTOM CHORD LATERAL BRACING 4
STANDARD END DROPPED TOP CHORD END WB ALr> inu►rE
SECTION A -A SECTION C -C
NOTES:
1) ACTUAL BRACING REQUIREMENTS WILL VARY DUE TO WIND LOAD, CODE CRITERIA, BUILDING HEIGHT,
TRUSS SPAN, WEB LUMBER GRADE/SPECIES/ON CENTER SPACING AND OTHER VARIABLES.
BRACING (AND ATTACHMENT) REQUIREMENTS SHOULD BE DESIGNED FOR EACH SPECIFIC JOB,
2) CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL, AS WELL AS THE DESIGN
AND SPECIFICATION OF TEMPORARY AND PERMANENT BRACING OF THE ROOF SYSTEM IS THE
RESPONSIBILITY OF THE BUILDING DESIGNER.
TVP. GABLE END TRUSS DETAIL
N. T. S.
d'
5' INCL.
ROOF EDGE ROOF O.H.
HURR. STRAP AT EA. TRUSS
r SEE ROOF PLAN
8x8x16 CONC, KNOCKOUT BLK. 12
TOP COURSE -FILL W/ CONC. 61
AND 1-#'5 BAR CONT.
WOOD TRUSSES @ 24" O.C.
ROOF W/ 2'-0" O.H. OR 2x4x8 SISTER
EDGE (SEE ROOF FRAMING PLAN
FOR LOCATION) AAAAAAAAAA
DRIP EDGE OVER
XMIY MAIM Ut JZ710.
7/8" CEMENT
PLASTER
PAPER BACK LATH
BUILDING WRAP
(TYVEK)
WALL SHEATHING
PEEL AND STICK
MEMBRANE
FLASHING
ALUMINUM WINDOW
FRAME SET IN CONT.
BED OF SEALANT
EXTERIOR WINDOW HEAD
SCALE: 2"
ALUMINUM WINDOW
FRAME SET IN CONT.
BED OF SEALANT
PEEL AND STICK
MEMBRANE
FLASHING
BUILDING WRAP
(TYVEK)
WALL SHEATHING
PAPER BACK \�
LATH
7/8" CEMENT
PLASTER
EXTERIOR WINDOW SILL
SCALE: 2" - 1'-0"
ALUMINUM WINDOW
FRAME SET IN CONT.
BED OF SEALANT
PEEL AND STICK
MEMBRANE
FLASHING
WALL SHEATHING
L7/8' CEMENT PLASTER
PAPER BACK LATH
BUILDING WRAP
(TYVEK)
EXTERIOR WINDOW JAMB
SCALE: 2" - 1'-0"
DBL 2x P.T.
BLOCKING
VERT. REINF. CONC. 466 (2)124 NAILS
FILLED CELL W/ 1- 5 AT 6 O.C.
B R� n 1/2" EXP. BOLT AT 24" O.C. VERT.
(2 3/4" EMBED.) W/ 2"SQ. WASHER
REINF. FILLED TOP I,
BLOCK COURSE I SIMPSON "SP2" AT EA. STUD AT
II EXTERIOR WALLS USE SPH4 (AT
CONC. BLK. INTERIOR BEARING WALLS)
WALL PER TYP. II
WALL SECTION ATTACH EXT. SHEATHING TO
STUDS PLATES PER
VERT. REINF. CONC. STRUCTURAL NOTES
FILLED CELL W/ 1-15
B R
I
AT EXT. FRAME WALL TO BLOCK WALL,
PROVIDE 2x P.T. W/ 1 f 2" EXP. BOLT "
AT 24" O.C. VERT. (4 EMBED.) W/ 2
SQ. WASHERS PROVIDE 1 1/2" EDGE
DISTANCE FOR BOLTS
Q
II SIMPSON "SP2" AT EA. STUD AT
EXTERIOR WALLS (USE SPH4 AT
INTERIOR BEARING WALLS)
TOP OF SLAB II N
---J 8„
EXT. FRAME WALL TO
BLOCK WALL CONNECTION
DETAIL APPLICABLE TO ALL EXTERIOR FRAME WALLS ONLY
UNLESS OTHERWISE NOTED ON FLOOR PLAN
EXTEND ROOF 1-0 BEYOND
WIDTH OF POOL OR SERVICE DOOR
OPENINGS 0 EACH SIDE U.N.O.
2. EXTEND ROOF 2'-0" BEYOND
WIDTH OF S.G.D. OPENINGS
@ EACH SIDE U.N.O.
DETAIL OF ONE STORY ROOF
OVERHANG EXTERIOR DOORS
N.T.S.
PROVIDE SOLID 2x4 BLKG, BTWN.
TOP/BOT. RAILS FOR SOLID NAILING
OF STRAP
SIMPS(0)N "MSTAM24" STRAP W/
RY
SCREWS/TOxBLOCK WALLOAND
(9)104 COMMONS TO FLR. TRUSS
��
cn
N � �
CONC. FILLED REINF. TOP
BLK. COURSE PER TYP.
WALL SECTION
MISSED FL
ROOF TRUSSES OR 2x RAFTERS
-38
I U I U I �5' INCL.
3/4" PRIME TRIM
1/2" GYPSUM BD. R
ROOF O.H.
O1 ZONE 1 - USE 8d "RINGSHANK" NAILS @ 12" O.C. (FIELD) 6" O.C. (EDGE)
O ZONE 2- USE 8d "RINGSHANK" NAILS @ 6" O.C. (FIELD/EDGE)
ZONE 3 - USE 8d "RINGSHANK" NAILS @ 4" O.C. (FIELD/EDGE)
ROOF NAILING PATTERN
FASCIA BOARD ON 2x
SUBFASCIA
CONT. ALUMINUM
VENTED SOFFIT
2-0" PRE-ENG'D. CONC. LINTEL
ABV. TYP. WDW. AND DOOR OPNG'S.
SEE PLANS FOR LOCATIONS AND TYPES
O.C. (MAX.)
STRAP AT EA. MEMBER
ROOF TRUSS
NOTES 1
XMIY MAIM Ut JZ710.
7/8" CEMENT
PLASTER
PAPER BACK LATH
BUILDING WRAP
(TYVEK)
WALL SHEATHING
PEEL AND STICK
MEMBRANE
FLASHING
ALUMINUM WINDOW
FRAME SET IN CONT.
BED OF SEALANT
EXTERIOR WINDOW HEAD
SCALE: 2"
ALUMINUM WINDOW
FRAME SET IN CONT.
BED OF SEALANT
PEEL AND STICK
MEMBRANE
FLASHING
BUILDING WRAP
(TYVEK)
WALL SHEATHING
PAPER BACK \�
LATH
7/8" CEMENT
PLASTER
EXTERIOR WINDOW SILL
SCALE: 2" - 1'-0"
ALUMINUM WINDOW
FRAME SET IN CONT.
BED OF SEALANT
PEEL AND STICK
MEMBRANE
FLASHING
WALL SHEATHING
L7/8' CEMENT PLASTER
PAPER BACK LATH
BUILDING WRAP
(TYVEK)
EXTERIOR WINDOW JAMB
SCALE: 2" - 1'-0"
DBL 2x P.T.
BLOCKING
VERT. REINF. CONC. 466 (2)124 NAILS
FILLED CELL W/ 1- 5 AT 6 O.C.
B R� n 1/2" EXP. BOLT AT 24" O.C. VERT.
(2 3/4" EMBED.) W/ 2"SQ. WASHER
REINF. FILLED TOP I,
BLOCK COURSE I SIMPSON "SP2" AT EA. STUD AT
II EXTERIOR WALLS USE SPH4 (AT
CONC. BLK. INTERIOR BEARING WALLS)
WALL PER TYP. II
WALL SECTION ATTACH EXT. SHEATHING TO
STUDS PLATES PER
VERT. REINF. CONC. STRUCTURAL NOTES
FILLED CELL W/ 1-15
B R
I
AT EXT. FRAME WALL TO BLOCK WALL,
PROVIDE 2x P.T. W/ 1 f 2" EXP. BOLT "
AT 24" O.C. VERT. (4 EMBED.) W/ 2
SQ. WASHERS PROVIDE 1 1/2" EDGE
DISTANCE FOR BOLTS
Q
II SIMPSON "SP2" AT EA. STUD AT
EXTERIOR WALLS (USE SPH4 AT
INTERIOR BEARING WALLS)
TOP OF SLAB II N
---J 8„
EXT. FRAME WALL TO
BLOCK WALL CONNECTION
DETAIL APPLICABLE TO ALL EXTERIOR FRAME WALLS ONLY
UNLESS OTHERWISE NOTED ON FLOOR PLAN
EXTEND ROOF 1-0 BEYOND
WIDTH OF POOL OR SERVICE DOOR
OPENINGS 0 EACH SIDE U.N.O.
2. EXTEND ROOF 2'-0" BEYOND
WIDTH OF S.G.D. OPENINGS
@ EACH SIDE U.N.O.
DETAIL OF ONE STORY ROOF
OVERHANG EXTERIOR DOORS
N.T.S.
PROVIDE SOLID 2x4 BLKG, BTWN.
TOP/BOT. RAILS FOR SOLID NAILING
OF STRAP
SIMPS(0)N "MSTAM24" STRAP W/
RY
SCREWS/TOxBLOCK WALLOAND
(9)104 COMMONS TO FLR. TRUSS
��
cn
N � �
CONC. FILLED REINF. TOP
BLK. COURSE PER TYP.
WALL SECTION
MISSED FL
ROOF TRUSSES OR 2x RAFTERS
-38
PROVIDE (1) "MSTAM24" FOR EA. "HETA20" STRAP SPECIFIED
AT 24" O.C.- CONNECT
1/2" DRYWALL OVER 1x2 P.T. (MIN.) AT 24"
W/ (2)164 MIN. COMMONS
SEE ROOF PLAN FOR REQ'D.
TOE -NAILED TO TOP PLATE
O.C. (MAX.)
STRAP AT EA. MEMBER
ROOF TRUSS
` II
DBL. 2x TOP PLATE
PSON DSP AT 16" O.C.
"SP2" AT EA. STUD TO TOP PLATE
11
II
INSTALL ADD'L STRAP
ACROSS HDR. SPAN
AT EXTERIOR WALLS (USE SPH4 AT
N I
OTHER FOR SINGLE
CONC. FILLED REINF. TOP
REFER TO HEADER
INTERIOR WALLS)
TOP PLATE FOR FASCIA MATERIAL
WALL SECTION
ii
SCHED. FOR SIZES
2x CONT, STAGGERED
AT INTERIOR BEARING WALLS NOTED ON PLANS AS 8x8x16 CONC. BLOCK
>
LOCATIONS AND TYPES
SPACES
MID -WALL BLOCKING
(WALLS OVER 10' H. --PROVIDE
�
a
I
I
"LSTA24" STRAP AT
BLKG. AT 4'-0" O.C. MAX.)
II
HDR. STUD TO BEAM
INSULATION(
0 W
2) STRAPS EA. SIDE
2x STUDS AT 16" O.C. SEE
W/ (4) OR MORE TRUSSES
WALL AND ROOF FRAMING NO
i
ACROSS OPNG.
FOR SPECIES
Z�
i
NOTE:
TRUSS TO PLATE ANCHOR, STUD TO
W
TOP OR SILL PLATE ANCHORS,
"SP2" AT EA. STUD TO SILL
6"
AND BOLTS TO SLAB NOT REQUIRED
PLATE AT EXTERIOR WALLS (USE
MAX.
i
i
AT INTERIOR BEARING WALLS NOTED
ON PLANS AS SUPPORTING GRAVITY
SPH4 AT INTERIOR WALLS)
LOADS ONLY (NO UPLIFT LOADS)
5/8" EXP. BOLTS (4" EMBED.)
NUMBER OF STUD
TO PLATE CONNECTORS TO
AT 32" O.C. MAX. W/ 2" SQ. WASHERS
MATCH NUMBER OF STRAPS
PROVIDE "SPH6" STRAP
ABOVE OPNG.
"AT 2x6 STUDS
IN LIEU OF "SPH4" STRAPS
1 -STY. FRAME BRG. WALL
NOTED ON PLANS AS SUPPORTING GRAVITY LOADS ONLY (NO UPUFT LOADS)
8x8x16 CONC. KNOCKOUT
25" MIN. LAP BLK. TOP COURSE - FILL
W/ CONC. & 1-#5 BAR CONT.
PROVIDE 2x4 BLKG. BTM. FLR.
TRUSS- CONNECT TO BLK. W/ (4) W
0.145 DIA.x3" L. POWDER ACTUATED5 REBAR W/ STD. HOOK
FASTENERS- PLACE BLKG. ALONG
SIDE OF GABLE END FLR. TRUSSES
REINF. CONC. FILLED
CELL 15 VERT. REBAR =
OOR TRUSS
TO BLK. WALL STRAP
PROVIDE (1) "MSTAM24" FOR EA. "HETA20" STRAP SPECIFIED
SIMPSON "MTSM16" STRAP W/
1/2" DRYWALL OVER 1x2 P.T. (MIN.) AT 24"
(4) 1/4"x2 1/4" TAPCONS TO
�oCD
Lu
BLOCK WALL AND (7)104 n
O.C. (MAX.)
COMMONS TO TRUSS i I
ROOF TRUSS
` II
DBL. 2x TOP PLATE
11
i I
BOARD OVER 2x4/2x6 SUBFASCIA
11
II
INSTALL ADD'L STRAP
w o
DIAGONALLY FROM EA.
N I
OTHER FOR SINGLE
CONC. FILLED REINF. TOP
MEMBER TRUSS
BLK. COURSE PER TYP.
TOP PLATE FOR FASCIA MATERIAL
WALL SECTION
WDW. AND DOOR OPNGS. SEE PLANS FOR
MISSED ROOF TRUSS TO BLK.
WALL STRAP
I� _'-25" MIN. LAP
�15 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
MEMBRANE OR X15 FELT
FLASHING
BUILDING WRAP ( TYVEK)
r WALL SHEATHING
DETAIL @CONTROL
EXPANSION JOINT
USE (1) MTSM16 STRAP FOR UPLIFT VALUES 860 LBS. OR LESS SHINGLES (ATTACH W/ GALV. METAL ROOFING NAILS PER MANUF.
USE (2) MTSM16 STRAPS FOR UPLIFT VALUES 1720 LBS. OR LESS INSTALLATION DETAILS) OVER 151 FELT (2" SIDE LAP / 4" END LAP AND
UPLIFT VALUES OVER 1720 LBS. REQUIRE LETTER FROM ARCHITECT OR ENGINEER 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" Q.C.
PRE-ENG'RED ROOF OR FLOOR TRUSSES HURR. STRAP AT EA. TRUSS SEE
AT 24" O.C. ROOF PLAN PER 12
8x8xI6 CONC. KNOCKOUT BLK. TOP ELEV. �— R-38 INSULATION
CONNECT EA. TRUSS BOT. COURSE - FILL W/ CONC. AND 1-#5
CHORD W/ (2)164 MIN. R-38 INSULATION BAR CONT.
COMMONS TOE -NAILED TO
TOP PLATE 1
11ii y ; ti rI'�
1/2" GYPSUM BD. _�
0
' r DRIP EDGE OVER _��
FASCIA
FASCIA MATERIAL TO BE 12"
HURR. ANCHOR AT EA. TRUSS TO TOP PLATE
1/2" DRYWALL OVER 1x2 P.T. (MIN.) AT 24"
1/2" GYPSUM BD.
4 -0
DIAPHRAM AREA FASTEN W/ 5d NAIL
�oCD
Lu
I
O.C. (MAX.)
SEE FRMG. PLANS ALUMINUM OR 5/4" PRIME TRIM
II
AT 4" O.C. REMAINDER AT 7" O.C.
DBL. 2x TOP PLATE
NOTE: o
BOARD OVER 2x4/2x6 SUBFASCIA
11
II
OPEN CMU WALL CELLS - REFER TO
�
Op
Q
"SPH4" AT EA. STUD TO REFER TO SUED. SPECIFICATIONS
ENERGY CALCULATION FOR R -VALUE
PRE-ENG'RED. PRECAST CONC, LINTEL ABV. TYP.
R-11 INSULATION AT ALL WALLS
u
TOP PLATE FOR FASCIA MATERIAL
ii
WDW. AND DOOR OPNGS. SEE PLANS FOR
ADJACENT TO NON -AIR CONDITIONED
#5 VERT. BAR TIED INTO #5 BAR DOWEL AND
AT INTERIOR BEARING WALLS NOTED ON PLANS AS 8x8x16 CONC. BLOCK
>
LOCATIONS AND TYPES
SPACES
SUPPORTING GRAVITY LOADS ONLY (NO UPLIFT
�
a
FILLED BLOCK CELL AS LOCATED PER PLANS
1/2" DRYWALL -
2x STUDS @ 16" O.C.
12 SPF OR BETTER
2x P.T. SILL PLATE -
3 1/2" MIN. CONC. SLAB (2500 PSI) W/
FIBERMESH OR 6x6 10/10 WWM OVER VAPOR
BARRIER
CONT. ALUM.
0
II
1/2" DRYWALL OVER 1x2 P.T. (MIN.) AT 24"
VENTED SOFFIT z
�oCD
Lu
I
O.C. (MAX.)
o
Q= QwI_o
U 0ma,�
CORE -FILL 500 FOAM INSULATION IN ALL
NOTE: o
t �wNLL.
u
OPEN CMU WALL CELLS - REFER TO
�
Op
Q
�
ENERGY CALCULATION FOR R -VALUE
TRUSS TO PLATE ANCHOR, STUD TO TOP OR SILL
�..�...�
u
PLATE ANCHORS, AND BOLTS TO SLAB NOT REQUIRED TEXTURED CEMENT FINISH OVER
II
#5 VERT. BAR TIED INTO #5 BAR DOWEL AND
AT INTERIOR BEARING WALLS NOTED ON PLANS AS 8x8x16 CONC. BLOCK
>
Q
TOP COURSE REBAR AT EA. REINF. CONC.
SUPPORTING GRAVITY LOADS ONLY (NO UPLIFT
�
a
FILLED BLOCK CELL AS LOCATED PER PLANS
LOADS)
II
"SP"TYPE ANCHOR AT EA.
STUD TO SILL PLATE
5/8" EXP. BOLTS (4" EMBED.) AT 24" O.C. MAX.
W/ 2" SQ. WASHERS @ CONT. BRG WALLS
CLEAN COMPACTED TERMITE
TREATED FILL �� O O
THICKEND SLAB FOOTING
PER SLAB PLAN
TYP. INT. BRG. WALL SECTION
SCALE: 1 1/2"=I' -O"
nii PRECAST WDW. SILL - TYP. AT STD.
WDW. OPNG.
z Itll
IMI 4" MIN.
Ia1 3 1/2" MIN. CONC. SLAB (2500 PSI) W/
Ai FIBERMESH OR 6x6 10/10 WWM OVER VAPOR
BARRIER
u
FINISH GRADE "o
CLEAN COMPACTED TERMITE
II TREATED FILL
1 •
5 BAR DOWEL PED TO FTG. REBAR 16" MONOLITHIC SLAB EDGE FOOTING
AT EA, REINF. FILLED CELL AS PER SLAB PLAN
MIN.
LOCATED PER SLAB PLAN
TYP. EXT. BLOCK WALL SECTION
SCALE: 1/2"=1 -0
FLASHING: ROOF & WALL FLASHING SHALL BE ALUM. OR GALV. METAL W/ FASTENERS MAX. 16" O.C.
LATEST REVISION
DATE TO MASTER:
01-01-12
oc
o0
_w
U
OC
w
0
2
I
DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO MA
HOMES FOR CLARIFlCATION!
D2
M/I ORLANDO
0
Q
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Lu
�
Z
Q= QwI_o
U 0ma,�
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QJ � r. J
t �wNLL.
W
�
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Q
�
w�
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w=JO
LLO
�
>
Q
z
Lu �---
�
�--I W
LU w
V
I
DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO MA
HOMES FOR CLARIFlCATION!
D2
M/I ORLANDO
0
� U o°0o
00
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Lu
Q= QwI_o
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JZoCM
QJ � r. J
t �wNLL.
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>
Q
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LU w
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0 W
J J
w
Z�
W
O �
I
DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO MA
HOMES FOR CLARIFlCATION!
D2
M/I ORLANDO
HANDRAIL WITH CIRCULAR CROSS
SECTION DIAMETER BTWN. 1 1/2"
TO 2 OR PROVIDE CROSS SECTION
OF EQUIVALENT GRASPABILITY
PERFORMANCE
TYPICAL SECTION AT HANDRAIL
BALUSTER SPACING LESS THAN 4" DIA. SPHERE
11/2" DIAMETER CONT.
HANDRAIL BOTTOM RAIL LESS TAHN 2" DIA. SPHERE
M/I HOME TYP. STAIR TREAD AND RISER CALCULATION
CONCRETE SLAB TO 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
TOTAL STAIR RUN
TREAD (NOT INCLUDING NOSING) = 10' WIDE 3/4" PLYWOOD
-2x8 BLOCKING BEHIND HANDRAIL 1" NOSING FLOORING
TOP AT 39" ABOVE EDGE OF TREAD
�- 10" {TYP.)
FLOOR TRUSS
��NAIL (2)2x4 TO BOTTOM OF
FLOOR TRUSS 12" OR LESS IN
1x10 STRINGER / / DEPTH
1' NOSING /
2x12 TREAD / / 2x8 STAIR LEDGER CONNECT TO
/ FLOOR TRUSS W/ (2)10d NAILS AT
3/4" PLYWD. / 6" O.C. MAX. OR EQUIVALENT
RISER /
o WKKICK
o mQ/
NOTE: PICKETS SHALL BE PLACED NO
GREATER THAN 4" O.C. TYPICAL ST
/ CONNECT CARRIAGE TO LEDGER W/
/ (2)10d TOE -NAILED COMMONS
/ STAGGERED EA. SIDE
CONNECT PLYWD. RISER TO
TREAD WITH (4) 8d NAILS
2x12 CARRIAGE AT SIDES AND
CENTER OF STAIRS WITH 2x6
SPACER AT SIDE WALLS
CONNECT SPACER TO EA. STUD
W/ (2) 10d COMMONS
AIR SECTION
SCALE: N.T.S.
HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS
FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY
ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY
ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL
BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY
TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A
SPACE OF NOT LESS THAN 1-1/2" (38MM) BETWEEN THE WALL
AND THE HANDRAILS
-4& .a3L uil -m+ _ > Citi -iL aaL
ROOF TRUSSES OR 2x RAFTERS
=Lo
�LEU L'Li�
PROVIDE CONT. FIRE CAULK OR
4
m
8d NAILS AT 3" O.C. AT
TOE -NAILED TO TOP PLATE
FIRE WOOL ® ROOF SHEATHING
BARRIER
SHEATHING EDGES
STAGGER NAILS BTWN.
"SP2" AT EA. SINGLE
AND RAKE BEAM CONSTRUCTION
SEE ROOF PLAN F E
SEE
M
STUD TO TOP PLATE &
JOINT
Y
N
NOTES:
"DSP" AT EA, DOUBLE
D
U C -D
o
, I
_
=
J
_
Q
8x8x16 2 HR. FIRE -RATED
o
I
co G7
x Z
CMU WALL
0o
�'�
OF THE SHEATHING BY MORE U
Q
°I
Lo
i SCHED. FOR SIZES
:"SP2"
THAN THE NAILHEAD THICKNESS. i i 1 Gi
o�
co
J
cn
Y
EA. REINF. CONC. FILLED BLOCK CELL
ACROSS HDR. SPAN
SHEATHING PANELS. U Il
AS LOCATED PER PLANS
M
o
Zs
%i U
H
m
Q
X
=
�,
H u
=
2x6 CONT. P.T. W/ (1) ROWS J
Q
I HDR. STUD TO BEAM
W
J
OF 1/4"x 2-3/4" TAPCONS AT Z
CONCRETE SLAB TO 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
TOTAL STAIR RUN
TREAD (NOT INCLUDING NOSING) = 10' WIDE 3/4" PLYWOOD
-2x8 BLOCKING BEHIND HANDRAIL 1" NOSING FLOORING
TOP AT 39" ABOVE EDGE OF TREAD
�- 10" {TYP.)
FLOOR TRUSS
��NAIL (2)2x4 TO BOTTOM OF
FLOOR TRUSS 12" OR LESS IN
1x10 STRINGER / / DEPTH
1' NOSING /
2x12 TREAD / / 2x8 STAIR LEDGER CONNECT TO
/ FLOOR TRUSS W/ (2)10d NAILS AT
3/4" PLYWD. / 6" O.C. MAX. OR EQUIVALENT
RISER /
o WKKICK
o mQ/
NOTE: PICKETS SHALL BE PLACED NO
GREATER THAN 4" O.C. TYPICAL ST
/ CONNECT CARRIAGE TO LEDGER W/
/ (2)10d TOE -NAILED COMMONS
/ STAGGERED EA. SIDE
CONNECT PLYWD. RISER TO
TREAD WITH (4) 8d NAILS
2x12 CARRIAGE AT SIDES AND
CENTER OF STAIRS WITH 2x6
SPACER AT SIDE WALLS
CONNECT SPACER TO EA. STUD
W/ (2) 10d COMMONS
AIR SECTION
SCALE: N.T.S.
HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS
FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY
ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY
ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL
BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY
TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A
SPACE OF NOT LESS THAN 1-1/2" (38MM) BETWEEN THE WALL
AND THE HANDRAILS
-4& .a3L uil -m+ _ > Citi -iL aaL
ROOF TRUSSES OR 2x RAFTERS
FLASHING:
ALL ROOF AND WALL FLASHING TO BE ALUMINUM OR
GALV. METAL MATERIAL. CONNECT W/ GALV. METAL
NAILS AT 24" O.C. MAX.
CONT. 2x6 TOP RAIL- CONNTEC'
TO FLR. TRUSS W/ (6)164 NAILS
EXT. SHEATHING NAILING PATTERI
PROVIDE 8d NAILS AT 3" O.C.
(2) ROWS AT 2x6 TOP RAIL
(1) ROW AT 20 BOT. RAIL
CONT. 2x4 BOT. RAIL- CONNECT
TO FLR. TRUSS W/ (4)164 NAILS
(20 P.T. IF IN CONTACT W/ CO
ALTERNATE FLR.
TRUSS END RAILS
IN LIEU OF 2x4 BLKG. BTWN. RAILS
AS PART OF FLR. TRUSS END CONST.
2x4 SYP 12 STUDS 0 16' O.C.
3/4" PLYWOOD
FFLLOOR PRE-ENCD. FLOOR
TRUSSES 0 24" O.C.
7/16' MIN. STRUCTURAL WALL
SHEATHING
TTOP CHORD OFBOT. CHORD OF
FLOOR TRUSS FLOOR TRUSS `
`-GYPSUM BOARD 2x4 DIAPHRAM BLOCKING ® 24" O.C.
NAILER CONTINUOUS ACROSS 1st (2) TRUSS BAYS
CONNECT TO EA. BOTTOM CHORD W/ (4)
10d NAILS
"HETA20" STRAP 0 24" O.C. PROVIDE SOUD 2x4
BLOCKING BETWEEN TOP do BOT. CHORDS WHERE
STRAP DOES NOT ALIGN W/ TRUSS VERTICAL.
ALT. DETAIL @ FLOOR TRUSS
PARALLEL TO WALL
CLAY ROOF TILES OVER 90# FELT ON 1/2" CDX
PLYWOOD (SEE ROOF NAILING PATTERN) AND
PRE-ENGINEERED ROOF TRUSSES AT 24" O.C.
HURR. STRAP AT EA. TRUSS
SEE ROOF PLAN
CONT. 2x4 DBL. PLATE
W/ SIMPSON "SPH4" AT
EA. STUD
SIMPSON "DSP" AT DOUBLE
STUD PANEL EDGES
DRIP EDGE
OVER FASCIA 12"
FASCIA MATERIAL TO
BE ALUMINUM OR
5/4" PRIME TRIM BOARD
OVER 2x4/2x6 SUBFASCIA
REFER TO SUBD.
SPECIFICATIONS
FOR FASCIA MATERIAL
CONT. ALUM.
VENTED SOFFIT
7/8" THK. CEMENT PLASTER OVER
7/16" MIN. STRUCTURAL WALL
SHEATHING -SEE DETAIL FOR
REQ'D. NAILING PATTERN
CONT. 20 TOP/BOT. RAIL -CONNECT
TO FLR. TRUSS W/ (4)16d NAILS
(BOT. RAIL TO BE 20 P.T.)
CONT. GALV. MTL.
EXPANSION JOINT
SIMPSON "HETA20" AT EA. TRUSS
FILL ALL HOLES W/ NAILS
(TRUSS PARRALLEL TO WALL -STRAP AT
EA. VERT. CHORD (24" O.C. MAX.)
8x8x16 CONC. KNOCKOUT BLK.
TOP COURSE - FILL W/ CONC.
AND 1-#5 BAR CONT.
112- EXTERIOR PORTLAND
CEMENT PLASTER OVER
8" C.M.U. --
0-
J
co
FINISH GRADE
12
PER
ELEV.
R-38 INSULATION
'k-1/2" GYPSUM BD.
4'-0"
DIAPHRAM AREA
FASTEN W/ 5d NAILS AT 4" O.C.
REMAINDER AT 7" O.C.
CONT. 2x SOLID WALL BLKG. ON
EDGE OR FLAT AT SHEATHING JOINT -
NAILS PERMITTED TO PENETRATE
2x4 BLKG. SET ON EDGE
_---R-11 MIN. INSULATION -
REFER TO ENERGY CALCULATION
FOR REQUIRED INSULATION R -VALUE
2x STUDS AT 16" O.C.
CONT. 2x PLATE
3/4" T&G PLYWOOD FLOOR -NAILED &
GLUED W/ 8d NAILS AT 12" O.C. IN FIELD
AND 6" O.C. AT PANEL EDGES
r PROVIDE DRAFTSTOPPING TO SEPARATE
1 CEILING AREAS NO GREATER THAN 500 S.F.
N S
O.C. (M TRU
\P 124
1/2" GYPSUM BD.
4'-0" (5/8" TYPE "X" GYP. BD.
DIAPHRAM AREA @ GARAGE CEILING W/
FASTEN W/ 5d NAILS AT 4" O.C. LIVING AREA ABOVE)
REMAINDER AT 7" O.C.
\\-PRE-ENG'RED. PRECAST CONC. LINTEL
ABV. TYP. WDW. AND DOOR OPNGS,
SEE PLANS FOR LOCATIONS AND TYPES
X1/2" DRYWALL OVER 1x2 P.T. (MIN.)
AT 24 O.C. (MAX.)
R-3 MIN. INSULATION -
REFER TO ENERGY CALCULATION
FOR REQUIRED INSULATION R -VALUE
#5 VERT. BAR TIED INTO #5 BAR
DOWEL AND TOP COURSE REBAR
AT EA. REINF. CONC. FILLED BLOCK
CELL AS LOCATED PER PLANS
,,---PRECAST WDW. SILL - TYP. AT
STD. WDW. OPNG.
4" 3 1/2" MIN. CONC. SLAB (2500 PSI)
'MIN. W/ FIBERMESH OR 6x6 10/10 WWM
OVER VAPOR BARRIER
CLEAN COMPACTED
EARTH FILL
#5 BAR DOWEL TIED TO MONOLITHIC SLAB EDGE
FTG. REBAR AT EA. 20' FOOTING PER SLAB PLAN
REINF. FILLED CELL AS MIN,
LOCATED PER SLAB PLAN
TYP. EXT. 2 -STORY WALL SECTION
SCALE: 1/2"4-0"
RUUF IRUbbLb l
AT 24" O.C.-
W/ (2)164 MII
TOE -NAILED TI
SIMPS(
2x STUDS A
16" O.C.
FLR. TRUS`.
24" 0
OOF PLAN FOR REQ'D.
AP AT EA. MEMBER
-REFER TO HEADER
SCHED. FOR SIZES
SIMPSON "DSP"
AT 16" O.C.
ROSS HDR. SPAN
IMPSON "LSTA24"
STRAP AT
DR. STUD TO BEAM
2x4 OR 2x6 RIM BD. BTWN.
_R. TRUSS -- CONNECT TO
;USS W/ (4)164 NAILS (20)
(6)164 NAILS (26)
2x4 P.T. RIM BD. BTWN.
FLR. TRUSS -- CONNECT
0 TRUSS W/ (4)16d NAILS
DBL. 2x4 SOLID BLKG.
BELOW HDR. STUDS
OF OPNGS. > 5'-0"
wirti . own Ln i. nnLL _ -- AP AT 24" O.C. MAX. AT
FLR. TRUSS PERP. TO WALL OR
24" O.C. AT GABLE END TRUSS
2 -STY. EXT. FRAME
WALL CONNECTOR DETAIL
NO STRUCTURAL MEMBER OR BLDG. SERVICE SHALL PENETRATE THE
FIRE RATED SHAFT WALL BETWEEN UNITS. ASPHALT SHINGLES ON
STRUCTURAL SHEATHING
4'-0" MIN.EACH SIDE OF CENTER LINE OF WALL - (SEE ROOF NAILING PATTERN)
PROVIDE FIRE RETARDANT TREATED WOOD ROOF AND PRE-ENG'RED ROOF
SHEATHING F TRUSSES AT 24" O.C.
AT 24" O.C.- CONNECT
�LEU L'Li�
PROVIDE CONT. FIRE CAULK OR
W/ (2)16d MIN. COMMONS
m
8d NAILS AT 3" O.C. AT
TOE -NAILED TO TOP PLATE
FIRE WOOL ® ROOF SHEATHING
BARRIER
SHEATHING EDGES
STAGGER NAILS BTWN.
"SP2" AT EA. SINGLE
AND RAKE BEAM CONSTRUCTION
SEE ROOF PLAN F E
SEE
PANEL EDGES
STUD TO TOP PLATE &
JOINT
112' GYPSUM BD.
STRAP AT EA. MEMBBERR
NOTES:
"DSP" AT EA, DOUBLE
RO.CA (MAX.)R DBL. 1x2 P.T,
W
o
1. NAILHEADS SHALL =
STUD PANEL EDGE TO
=
PRE-ENGINEERED
m
8x8x16 2 HR. FIRE -RATED
N
c'
NOT PENTRATE THE FACE - ---- ri----IT----
�j
TOP PLATE
CMU WALL
0o
I� .� REFER TO HEADER
OF THE SHEATHING BY MORE U
1/2" DRYWALL OVER DBL. 1x2 P.T.
°I
`n
i SCHED. FOR SIZES
:"SP2"
THAN THE NAILHEAD THICKNESS. i i 1 Gi
00
co
AT 16" O.C.
2. PROVIDE 1/8" SPACE BETWEEN i ti li
Y
EA. REINF. CONC. FILLED BLOCK CELL
ACROSS HDR. SPAN
SHEATHING PANELS. U Il
AS LOCATED PER PLANS
cl0
%i U
H
VERT. BAR TIED INTO #5 BAR
CD
i "LSTA24" STRAP AT
�,
H u
2x6 CONT. P.T. W/ (1) ROWS J
I HDR. STUD TO BEAM
8d NAILS AT 6" O.C. VERT.
OF 1/4"x 2-3/4" TAPCONS AT Z
AND 6" O.C. AT PANEL EDGES
I
(2) STRAPS EA. SIDE
is ij
AT FIELD STUDS i i i i
PROVIDE DRAFTSTOPPING TO SEPARATE CEILING
i WITH (4) OR MORE TRUSSES
i
2x STUDS AT
DECKING --\
ACROSS OPNG.
8d NAILS AT 3" O.C. AT j
16" O.C..
I
SHEATHING EDGES
NO STRAP REQ'D. AT
I "LSTA24" STRAP AT HDR.
STAGGER NAILS BTWN. U U
STUD TO PLATE IF
i STUD TO RIM BD./BLKG.
I
PANEL EDGES ��
SHEATHING CONT. TO
FOR OPNGS. > 5'-0"
BOT. OF FLR. TRUSS
i
8d NAILS AT 3" O.C. HORIZ. i i W
FLR. TRUSSES AT
I
2x4 OR 2x6 RIM BD. BTWN.
AT 2x SILL PLATE i
FLR. TRUSS -- CONNECT TO
-wSS
-
TRU7 W/ (4)164 NAILS (2x4)
=44===-- .-
(6)164 NAILS {2x6)
2x4 BLKG. BTWN. ' ' ' ' ' ' ' ' ' ' ' 2x4 BLKG. BTWN.
' r-- ,T-- "—rr—� r
RIM BD. AT ALL �; i; i i; i i RIM BD. AT ALL
I 2x4 P.T. RIM BD. BTWN.
SHEATHING EDGES L --L1- - - 1-J
SHEATHING EDGES
FLR, TRUSS -- CONNECT
TO TRUSS W/ (4)164 NAILS
PROVIDE DBL. ROW OF 8d NAILS AT 8d NAILS AT 3" O.C. HORIZ.
ALTERNATE CONT. 2x6 TOP RAIL I.L.O. AT TOP AND BOTTOM RIM BD.
DBL. 2x4 SOLID BLKG.
NAILING TO FLR. TRUSS BLKG. BTWN. RAILS
OR TRUSS CHORD
BELOW HDR. STUDS
EXT. WALL SHEATHING
CONC. BLOCK EXT. WALL
OF OPNGS. > 5'-0'
"HETA20" STRAP AT EA. FLR. TRUSS END
01012441O.C.CA-APO&EES DFIRIMS
DETAIL AT 2 -STY.
2 -STY.
EXT. FRAME
REQUIRED NAILING PATTERN LO NOTED FOR WALL CONNECTOR
SHEATHING TO ACT AS UPLIFT LOAD CONNECTOR
DETAIL
BETWEEN WALL STUDS AND FLOOR TRUSSES
FLASHING:
ALL ROOF AND WALL FLASHING TO BE ALUMINUM OR
GALV. METAL MATERIAL. CONNECT W/ GALV. METAL
NAILS AT 24" O.C. MAX.
CONT. 2x6 TOP RAIL- CONNTEC'
TO FLR. TRUSS W/ (6)164 NAILS
EXT. SHEATHING NAILING PATTERI
PROVIDE 8d NAILS AT 3" O.C.
(2) ROWS AT 2x6 TOP RAIL
(1) ROW AT 20 BOT. RAIL
CONT. 2x4 BOT. RAIL- CONNECT
TO FLR. TRUSS W/ (4)164 NAILS
(20 P.T. IF IN CONTACT W/ CO
ALTERNATE FLR.
TRUSS END RAILS
IN LIEU OF 2x4 BLKG. BTWN. RAILS
AS PART OF FLR. TRUSS END CONST.
2x4 SYP 12 STUDS 0 16' O.C.
3/4" PLYWOOD
FFLLOOR PRE-ENCD. FLOOR
TRUSSES 0 24" O.C.
7/16' MIN. STRUCTURAL WALL
SHEATHING
TTOP CHORD OFBOT. CHORD OF
FLOOR TRUSS FLOOR TRUSS `
`-GYPSUM BOARD 2x4 DIAPHRAM BLOCKING ® 24" O.C.
NAILER CONTINUOUS ACROSS 1st (2) TRUSS BAYS
CONNECT TO EA. BOTTOM CHORD W/ (4)
10d NAILS
"HETA20" STRAP 0 24" O.C. PROVIDE SOUD 2x4
BLOCKING BETWEEN TOP do BOT. CHORDS WHERE
STRAP DOES NOT ALIGN W/ TRUSS VERTICAL.
ALT. DETAIL @ FLOOR TRUSS
PARALLEL TO WALL
CLAY ROOF TILES OVER 90# FELT ON 1/2" CDX
PLYWOOD (SEE ROOF NAILING PATTERN) AND
PRE-ENGINEERED ROOF TRUSSES AT 24" O.C.
HURR. STRAP AT EA. TRUSS
SEE ROOF PLAN
CONT. 2x4 DBL. PLATE
W/ SIMPSON "SPH4" AT
EA. STUD
SIMPSON "DSP" AT DOUBLE
STUD PANEL EDGES
DRIP EDGE
OVER FASCIA 12"
FASCIA MATERIAL TO
BE ALUMINUM OR
5/4" PRIME TRIM BOARD
OVER 2x4/2x6 SUBFASCIA
REFER TO SUBD.
SPECIFICATIONS
FOR FASCIA MATERIAL
CONT. ALUM.
VENTED SOFFIT
7/8" THK. CEMENT PLASTER OVER
7/16" MIN. STRUCTURAL WALL
SHEATHING -SEE DETAIL FOR
REQ'D. NAILING PATTERN
CONT. 20 TOP/BOT. RAIL -CONNECT
TO FLR. TRUSS W/ (4)16d NAILS
(BOT. RAIL TO BE 20 P.T.)
CONT. GALV. MTL.
EXPANSION JOINT
SIMPSON "HETA20" AT EA. TRUSS
FILL ALL HOLES W/ NAILS
(TRUSS PARRALLEL TO WALL -STRAP AT
EA. VERT. CHORD (24" O.C. MAX.)
8x8x16 CONC. KNOCKOUT BLK.
TOP COURSE - FILL W/ CONC.
AND 1-#5 BAR CONT.
112- EXTERIOR PORTLAND
CEMENT PLASTER OVER
8" C.M.U. --
0-
J
co
FINISH GRADE
12
PER
ELEV.
R-38 INSULATION
'k-1/2" GYPSUM BD.
4'-0"
DIAPHRAM AREA
FASTEN W/ 5d NAILS AT 4" O.C.
REMAINDER AT 7" O.C.
CONT. 2x SOLID WALL BLKG. ON
EDGE OR FLAT AT SHEATHING JOINT -
NAILS PERMITTED TO PENETRATE
2x4 BLKG. SET ON EDGE
_---R-11 MIN. INSULATION -
REFER TO ENERGY CALCULATION
FOR REQUIRED INSULATION R -VALUE
2x STUDS AT 16" O.C.
CONT. 2x PLATE
3/4" T&G PLYWOOD FLOOR -NAILED &
GLUED W/ 8d NAILS AT 12" O.C. IN FIELD
AND 6" O.C. AT PANEL EDGES
r PROVIDE DRAFTSTOPPING TO SEPARATE
1 CEILING AREAS NO GREATER THAN 500 S.F.
N S
O.C. (M TRU
\P 124
1/2" GYPSUM BD.
4'-0" (5/8" TYPE "X" GYP. BD.
DIAPHRAM AREA @ GARAGE CEILING W/
FASTEN W/ 5d NAILS AT 4" O.C. LIVING AREA ABOVE)
REMAINDER AT 7" O.C.
\\-PRE-ENG'RED. PRECAST CONC. LINTEL
ABV. TYP. WDW. AND DOOR OPNGS,
SEE PLANS FOR LOCATIONS AND TYPES
X1/2" DRYWALL OVER 1x2 P.T. (MIN.)
AT 24 O.C. (MAX.)
R-3 MIN. INSULATION -
REFER TO ENERGY CALCULATION
FOR REQUIRED INSULATION R -VALUE
#5 VERT. BAR TIED INTO #5 BAR
DOWEL AND TOP COURSE REBAR
AT EA. REINF. CONC. FILLED BLOCK
CELL AS LOCATED PER PLANS
,,---PRECAST WDW. SILL - TYP. AT
STD. WDW. OPNG.
4" 3 1/2" MIN. CONC. SLAB (2500 PSI)
'MIN. W/ FIBERMESH OR 6x6 10/10 WWM
OVER VAPOR BARRIER
CLEAN COMPACTED
EARTH FILL
#5 BAR DOWEL TIED TO MONOLITHIC SLAB EDGE
FTG. REBAR AT EA. 20' FOOTING PER SLAB PLAN
REINF. FILLED CELL AS MIN,
LOCATED PER SLAB PLAN
TYP. EXT. 2 -STORY WALL SECTION
SCALE: 1/2"4-0"
RUUF IRUbbLb l
AT 24" O.C.-
W/ (2)164 MII
TOE -NAILED TI
SIMPS(
2x STUDS A
16" O.C.
FLR. TRUS`.
24" 0
OOF PLAN FOR REQ'D.
AP AT EA. MEMBER
-REFER TO HEADER
SCHED. FOR SIZES
SIMPSON "DSP"
AT 16" O.C.
ROSS HDR. SPAN
IMPSON "LSTA24"
STRAP AT
DR. STUD TO BEAM
2x4 OR 2x6 RIM BD. BTWN.
_R. TRUSS -- CONNECT TO
;USS W/ (4)164 NAILS (20)
(6)164 NAILS (26)
2x4 P.T. RIM BD. BTWN.
FLR. TRUSS -- CONNECT
0 TRUSS W/ (4)16d NAILS
DBL. 2x4 SOLID BLKG.
BELOW HDR. STUDS
OF OPNGS. > 5'-0"
wirti . own Ln i. nnLL _ -- AP AT 24" O.C. MAX. AT
FLR. TRUSS PERP. TO WALL OR
24" O.C. AT GABLE END TRUSS
2 -STY. EXT. FRAME
WALL CONNECTOR DETAIL
NO STRUCTURAL MEMBER OR BLDG. SERVICE SHALL PENETRATE THE
FIRE RATED SHAFT WALL BETWEEN UNITS. ASPHALT SHINGLES ON
STRUCTURAL SHEATHING
4'-0" MIN.EACH SIDE OF CENTER LINE OF WALL - (SEE ROOF NAILING PATTERN)
PROVIDE FIRE RETARDANT TREATED WOOD ROOF AND PRE-ENG'RED ROOF
SHEATHING F TRUSSES AT 24" O.C.
Im
2'-0„
3 1/2" MIN. CONC. SLAB
(2500 PSI) W/ FIBERMESH
OR 6x6 1010 WWM OVER
VAPOR BA BIER
!"'— CLEAN COMPACTED
EARTH FILL
MONOLITHIC SLAB FOOTING
PER SLAB PLAN
TYP. UNIT SEPARATION WALL SECTION AT ROOF
TRUSS PARRELLEL TO FRAME WALL
SCALE: 1 /2"=1'-O"
LATEST REVISION
DATE TO MASTER:
07-01-12
EGA
00
F-- 00
�LEU L'Li�
PROVIDE CONT. FIRE CAULK OR
RADIANT
m
RAKE TIE BEAM W/ (1) #5 CONT.
FOAM CORE FILL INSULATION IN ALL OPEN
FIRE WOOL ® ROOF SHEATHING
BARRIER
MAINTAIN 2" CLEARANCE
Q
AND RAKE BEAM CONSTRUCTION
Q
TO REBAR FROM TOP OF BEAM
Q
JOINT
112' GYPSUM BD.
o
1-15 BAR CONT.
z
RO.CA (MAX.)R DBL. 1x2 P.T,
W
o
AT224
=
PRE-ENGINEERED
m
8x8x16 2 HR. FIRE -RATED
N
c'
0
ROOF TRUSSES
CMU WALL
0o
AT 24" O.C.
z
1/2" DRYWALL OVER DBL. 1x2 P.T.
°I
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2'-0„
3 1/2" MIN. CONC. SLAB
(2500 PSI) W/ FIBERMESH
OR 6x6 1010 WWM OVER
VAPOR BA BIER
!"'— CLEAN COMPACTED
EARTH FILL
MONOLITHIC SLAB FOOTING
PER SLAB PLAN
TYP. UNIT SEPARATION WALL SECTION AT ROOF
TRUSS PARRELLEL TO FRAME WALL
SCALE: 1 /2"=1'-O"
LATEST REVISION
DATE TO MASTER:
07-01-12
EGA
00
F-- 00
�LEU L'Li�
1/2' GYPSUM BD. \—R-38 INSULATION
~
SINGLE 8x8x16 CONC.
�
FOAM CORE FILL INSULATION IN ALL OPEN
KNOCKOUT BLK. COURSE
CMU WALL CELLS - REFER TO ENERGY
Q
Gn - FILL W/ CONC. AND
CALCULATION FOR R -VALUE
Op
0 1-#5 BAR CONT.
�w�
112' GYPSUM BD.
w
1-15 BAR CONT.
W w
RO.CA (MAX.)R DBL. 1x2 P.T,
W
o
AT224
=
m
m
8x8x16 2 HR. FIRE -RATED
F—
0
O
CMU WALL
0o
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Y
z
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°I
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Y
EA. REINF. CONC. FILLED BLOCK CELL
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AS LOCATED PER PLANS
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VERT. BAR TIED INTO #5 BAR
CD
3/4' T&G PLYWOOD FLOOR -NAILED &
2x6 CONT. P.T. W/ (1) ROWS J
GLUED W/ 8d NAILS AT 12" O.C. IN FIELD
OF 1/4"x 2-3/4" TAPCONS AT Z
AND 6" O.C. AT PANEL EDGES
12" O.C.- STAGGERED
PROVIDE DRAFTSTOPPING TO SEPARATE CEILING
3/4" PLYWOOD N
AREAS NO GREATER THAN 500 S.F.
DECKING --\
Im
2'-0„
3 1/2" MIN. CONC. SLAB
(2500 PSI) W/ FIBERMESH
OR 6x6 1010 WWM OVER
VAPOR BA BIER
!"'— CLEAN COMPACTED
EARTH FILL
MONOLITHIC SLAB FOOTING
PER SLAB PLAN
TYP. UNIT SEPARATION WALL SECTION AT ROOF
TRUSS PARRELLEL TO FRAME WALL
SCALE: 1 /2"=1'-O"
LATEST REVISION
DATE TO MASTER:
07-01-12
EGA
00
F-- 00
�LEU L'Li�
CPRE-ENG'RED. FLR. TRUSSES AT
~
DOUBLE 8x8x16 CONC.
�
24' O.C. MAX. STAGGERED
BTWN. AD . UN TS
Q
KNOCKOUT BLK. COURSE
W
Op
- FILL W/ CONC, AND
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112' GYPSUM BD.
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1-15 BAR CONT.
W w
W
CORE -FILL 500 FOAM INSULATION IN
=
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ALL OPEN CMU WALL CELLS
F—
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O
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(MIN.) AT 24' O.C. (MAX.)
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CD
15
OWEL AND TOP COURSE 'REBAR AT
EA. REINF. CONC. FILLED BLOCK CELL
AS LOCATED PER PLANS
Im
2'-0„
3 1/2" MIN. CONC. SLAB
(2500 PSI) W/ FIBERMESH
OR 6x6 1010 WWM OVER
VAPOR BA BIER
!"'— CLEAN COMPACTED
EARTH FILL
MONOLITHIC SLAB FOOTING
PER SLAB PLAN
TYP. UNIT SEPARATION WALL SECTION AT ROOF
TRUSS PARRELLEL TO FRAME WALL
SCALE: 1 /2"=1'-O"
LATEST REVISION
DATE TO MASTER:
07-01-12
EGA
O co
00
F-- 00
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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!
D3
Mll ORLANDO