HomeMy WebLinkAbout2595, 2597, 2599, 2601 River Landing Dr (a)9"
c
N
3° 6°
FOAM SOFFIT
BRACKET #1
FOAM SOFFIT BRACKETS)
1/411 = 1'-0'
MEAN ROOF HEKH_
+23'-3A
TOP OF 2ND STY.
WALL PLATE
+11T-07/8"
2nd STY. AN. FLR.
1
TOP OF 1ST STY.
BLK. WALL
+9 -4 J
FOAM SOFFIT /
TOP OF SLABjr_
(REF. ELEV.)
LEXINGTON
UNIT "A"
12
5�
SHINGLE ROOFING
PRINCETON
UNIT "B"
PRINCETON
UNIT "B"
LEXINGTON
12
� 15
„� 'BE
�� �.�,� - - ,., 1 —1. DECO
DECO PROD. BEYOND BAND AT BAND AT BAND RT FINISH PROJ. BEYOND
FOAM SHUTTER STONE DOOR/WDW. DOOR/WDW. DOOR/WDWFOAM
. STONE SHUTTER
7/16° OSB SHEATHING
GABLE END TRUSS
OR FRAME WALL
78° CEMENT PLASTER
N PAPER BACK LATH
AIR INFILTRATION BARRIER
(DESIGN STANDARD: TYVEK)
N
MID -WALL
WEEP SCREED
1/2° MIN. CEMENT
PLASTER
8" CMU WALL
CONTROL JOINT DETAIL TOP OF BLOCK
0"
/x"
FOAM SOFFIT GABLE CORBEL
1/4" = 1'-0"
PROJ.
3/4°
KEYSTONE
1/4" = l'-0"
TOP OF 2ND STY.
WALL PLATE
+18'-9 7/8°
2nd STY. AN. FLR.
J
TOP OF 1 ST STY.
mk BLK. WALL
T9':7?
FOAM SOFFIT
RACKET- EQ.
SPACED
� TOP OF SLAB
FRONT ELEVATION -A_
ELEVATION NOTES:
1. ALL RAISED AND SCORED BANDS SHALL BE SMOOTH SAND FINISH.
2. SCORED BAND REFERs TO FLUSH (NOT RAISED) BAND. SCRIBE LINE AT
BAND WIDTH PER ELEVATION.
3. ALL RAISED BANDS SHALL BE FOAM OR STUCCO (PER PLAN).
4. CONTROL JOINTS SHOWN ADJACENT TO WINDOWS ON SIDE AND REAR
ELEVATIONS SHALL BE 6" FROM EDGE OF WINDOW JAMBS.
5. ALL SECOND FLOOR WINDOW SILLS HEIGHT SHALL BE A MIN 24" R.F.F.
CODE SUMMARY
APPLICABLE CODES
1. FLORIDA BUILDING CODE 2010 - RESIDENTIAL
2. NATIONAL ELECTRICAL CODE - NEC 2011.
3. FLORIDA ARE PREVENTION CODE 2010
U)
BUILDING TYPE:
2 STORY TOWNHOUSE
45; n 'W
CONSTRUCTION TYPE:
UNPROTECTED, UNSPRINKLED
Or
FIRE PROTECTION RATING REQUIREMENTS:
W
-17
REQUIRED
PROVIDED
1. PARTY AND FIRE WALLS
2 HR.
2 HR.
2. INTERIOR BEARING WALLS
0
0
3. INTERIOR NON BEARING PARTITIONS PER 705.-l-.2
0
0
4. COLUMNS
0
0
b. IkWi, GIRDERS, TRUSSES AND ARCHES
0
0
6. FLOOR CEILING CONSTRUCTION
�
7. ROOF CEILING CONSTRUCTION
0
0
8. EXTERIOR BEARING WALLS
LliLu
HORIZONTAL SEPARATION: (PARRALLEL WALLS)
0 ft. to 6 ft 0 %OPENINGS
1 (0%
LlJ
OVER 6 ft
0
0
9. EXTERIOR NON BEARING WALLS
Z
HORIZONTAL SEPARATION: (PARRALLEL WALLS)
0
0 ft. to 6 ft 0 % OPENINGS
1 (0%)
N/A 0%
OVER 6 ft
0
0
_
�2cn�
Q =
U
LATEST REVISION
DATE TO MASTER:
07-01-12
DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO M/I
HOMES FOR CLARIFICATION!
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1 of14
M/I ORLANDO
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0 0
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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!
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1 of14
M/I ORLANDO
MEAN ROOF HEIGHT
TOP OF 2ND STY.
WALL PLATE
2ndSTY. FIN. FLR.
TOP OF 1ST STY.
—BLK. WALL_
+9'-4"
TOP OF SI_A
:FO -,-O-
MEAN ROOF HEIGHT — —
+23'-3" — — —
TOP OF 2ND STY.
WALL PLATE —
+t8'-9 7/8'
LEXINGTON
UNIT "A"
4'=0"
MIN. TYP. ALL
4' GALV. MTL. OFF -RIDGE VENT
12
5F—
--------------
SHINGLE ROOFING
PRINCETON PRINCETON
UNIT "B" UNIT "B"
lk
MIN. TYP. ALL UNITS MIN. TYP. ALL UNITS
4' GALV. MTL, OFF -RIDGE VENT
SHINGLE ROOFING
SLOPE 5:12
GALV. MTL OFF -RIDGE VENT
SLOPE 5:12
81 SCORED LINE
— — — — —ALONG SOFFIT - TYP.F
4'-O"
MIN. TYP. ALL UNITS
LEXINGTON
UNIT "A"
4' GALV. MTL OFF -RIDGE VENT
SHINGLE ROOFING
0
2nd STY. FIN. FLR. r6
12
+10'-8- 3/4"
TOP OF 1ST STY. SHINGLE ROOFING
BLK. WALL — — _ SIN—
+9'-4" — — -
TOP OF SLA
+0'-0"
12
t2 15
5 4' GALV. MTL.
OFF -RIDGE VENT
SHINGLE ROOFING
81 SCORED LINE
----------- ALONG SOFFIT - TYPE
SCORED BAND AT TEXTURED WALL FINISH
DOOR/WDW.
TEXTURED WALL FINISH
cc
It — — — — — — — — — — — — — — — — — — —
SHINGLE ROOFING
2'4°
TEXTURED WALL FINISH
2'-6"
~
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�1
TEXTURED WALL FINISH
SQUARE HOOD
ROLA VENT
SLOPE 5:12
v ci
C.J.
81 SCORED
BAND AT
DOOR/WDW.
v
I
—
C.J.
SQUARE HOOD
ROOF VENT��
SLOPE 5:12
O0
0
2nd STY. FIN. FLR. r6
12
+10'-8- 3/4"
TOP OF 1ST STY. SHINGLE ROOFING
BLK. WALL — — _ SIN—
+9'-4" — — -
TOP OF SLA
+0'-0"
12
t2 15
5 4' GALV. MTL.
OFF -RIDGE VENT
SHINGLE ROOFING
81 SCORED LINE
----------- ALONG SOFFIT - TYPE
SCORED BAND AT TEXTURED WALL FINISH
DOOR/WDW.
TEXTURED WALL FINISH
cc
It — — — — — — — — — — — — — — — — — — —
SHINGLE ROOFING
FFOOAAMMSSOFFIT BRACKET- EQ.
2X12 CMU COL
TEXTURED WALL FINISH
TOPOF 2ND STY. WALL PLATE
+18'-9 T%8"
— — 2ND STY. WDW. HDR. HT.
+17'-7 5/8" _
SHINGLE ROOF
12
5
— — — —gk 2nd STY. FIN. FLR.— —
+10—
TOP OF 1ST STY. BLK. WALL
+9'-4"
FOAM SOFFIT BRACKET- EQ.
SPACED
SIDE ELEVATION A - "LEXINGTON" UNIT -
1/4"
._TOP OE_SLAI1 +D'-11'
(REF. ELEV.)
TOP OF 2ND STY_ WALL PLATE
+18'-9 7/8"� — — — —
2ND STY. WDW. HDR. HT.
+11T-7-5/8' �— — — — —
SHINGLE ROOF
_ _2nd STY. FIN. FLR.
TOP OF 1ST STY. BLK. WALL
+9'-4"
FOAM SOFFIT BRACKET- EQ.-,--'
SPACED
IOP_OF _ABJ0=0
(REF. ELEV.) _
MEAN ROOF HEIGHT
+23'-5"
TOP OF 2ND STY.
_WALL PLATE
+18'-9 7/8"
2nd STY. FIN. FLR.
TOP OF IST STY.
BLK. WALL
+9'-4"
REAR ELEVATION
' OF SLAB
-0
F. ELEV.)
12
5�
12
4' GALV. MTL. 5
OFF -RIDGE VENT
—— ----- _-------4EANROOF HEIGHT
SHINGLE ROOFING
8"W. SCORED LINE
— — ALONG SOFFIT - TYP. — — — — — TOP OF 2ND STY.
— — — — — — — — — _WALL PLATE
--------------------- -- --
— — — +18'-9 7/8"
E H
TEXTURED WALL FINISHo
81 SCORED BAND AT
DOOR/WDW. LLLJ
12
5F—
------
SHINGLE ROOFING 15
FOAM SOFFIT BRACKET- EQ.
SPACED
12X12 CMU COL-/'
TEXTURED WALL FINISH
TEXTURED WALL FINISH
12 2nd STY. AN. FLR.
SHINGLE ROOFING TOP OF 1ST STY.
BLK. WALL
t___f - - f_
' OF SLAB
-0
SIDE ELEVATION A - "LEXINGTON" UNIT,
LATEST REVISION
DATE TO MASTER:
07-01-12
~
U)
�1
��
I
FFOOAAMMSSOFFIT BRACKET- EQ.
2X12 CMU COL
TEXTURED WALL FINISH
TOPOF 2ND STY. WALL PLATE
+18'-9 T%8"
— — 2ND STY. WDW. HDR. HT.
+17'-7 5/8" _
SHINGLE ROOF
12
5
— — — —gk 2nd STY. FIN. FLR.— —
+10—
TOP OF 1ST STY. BLK. WALL
+9'-4"
FOAM SOFFIT BRACKET- EQ.
SPACED
SIDE ELEVATION A - "LEXINGTON" UNIT -
1/4"
._TOP OE_SLAI1 +D'-11'
(REF. ELEV.)
TOP OF 2ND STY_ WALL PLATE
+18'-9 7/8"� — — — —
2ND STY. WDW. HDR. HT.
+11T-7-5/8' �— — — — —
SHINGLE ROOF
_ _2nd STY. FIN. FLR.
TOP OF 1ST STY. BLK. WALL
+9'-4"
FOAM SOFFIT BRACKET- EQ.-,--'
SPACED
IOP_OF _ABJ0=0
(REF. ELEV.) _
MEAN ROOF HEIGHT
+23'-5"
TOP OF 2ND STY.
_WALL PLATE
+18'-9 7/8"
2nd STY. FIN. FLR.
TOP OF IST STY.
BLK. WALL
+9'-4"
REAR ELEVATION
' OF SLAB
-0
F. ELEV.)
12
5�
12
4' GALV. MTL. 5
OFF -RIDGE VENT
—— ----- _-------4EANROOF HEIGHT
SHINGLE ROOFING
8"W. SCORED LINE
— — ALONG SOFFIT - TYP. — — — — — TOP OF 2ND STY.
— — — — — — — — — _WALL PLATE
--------------------- -- --
— — — +18'-9 7/8"
E H
TEXTURED WALL FINISHo
81 SCORED BAND AT
DOOR/WDW. LLLJ
12
5F—
------
SHINGLE ROOFING 15
FOAM SOFFIT BRACKET- EQ.
SPACED
12X12 CMU COL-/'
TEXTURED WALL FINISH
TEXTURED WALL FINISH
12 2nd STY. AN. FLR.
SHINGLE ROOFING TOP OF 1ST STY.
BLK. WALL
t___f - - f_
' OF SLAB
-0
SIDE ELEVATION A - "LEXINGTON" UNIT,
LATEST REVISION
DATE TO MASTER:
07-01-12
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ONLY, ANY DISCREPENCIES
TO BE REPORTED TO M/1
HOMES FOR CLARIFICATION!
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PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO M/1
HOMES FOR CLARIFICATION!
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M/I ORLANDO
6'-3"
23'-0'
5'-3" 1. 8'-8"
2'-10' 1_ 2'-10'
22'-6'
91'-0"
221_6-
13'-4"
2'-10" 1_ 2'-10"
23'-0"
8'-8" 1 5-3"
6'-3"
36' KNEE WALL W/ 36' KNEE WALL W/ 36' KNEE WALL W/ 36' KNEE WALL W/
TEMP. GLS. ABOVE 3040 3040 TEMP. GLS. ABOVE 5040HR 5040HR TEMP. GLS. ABOVE 3040 3040 TEMP. GLS. ABOVE
ROOF BELOW PRE -FAB 48X32 TEMP. TEMP. PRE -FAB 48X32 EGRESS EGRESS PRE -FAB 48X32 TEMP. TEMP. PRE -FAB 48X32 ROOF BELOW
SHOWER BASE FIXED FIXED SHOWER BASE SHOWER BASE FIXED FIXED SHOWER BAS
EGRESS o e EGRESS
0
00 C=) co
N 4'-0' _' 4'-0' >4-0" � � 5'-0" � 4'-0"
C14TEMP TEMP TEMP TEMP
GLS GLS1.4-
2e
o GLS
II CLS II II - _ o II
Q' ■ a' 668 I I ■ , ° (I 266 a' ■ "' a' 668
II 266 2 2468
SHM50 M. BATH - - - - BAT 8-0 CLG. HT. 8-0 CLG. HT. BAT 2468 468 _ M. BATH
EGRESS -- -- MASTER C C MASTER -
3'-2' 2' 2" 3'-2' CARPET � CARPET 3'_2° 2' ° 3'_2'
a o 0 0
0 0
c
oee
Zn
N 8'-0' CLG. HT. = 2468 I 12468 N _ _ _ _ _ _ _ _ _ _ _ _ _ _ 8'-0' CLG. HT. `�'
MASTER `
9'-9" it -7, 2" " N 12'-, 1/2" 12'-, 1/2' 3'-7, 2 �i i� 2x6 9'-9n MASTER
CARPET 2x6 / 1-2 4 -8"-2 / i i =
WALL 11 2x6 _ wAtl
112468 i i i WALL x i i
WALL n i 2468 II
° i 5 LINEN SH M ■ M 5 LINEN SH i i ° i i AC DUCT 3'-2" I
3'-Z AC DUCT i i i 2668 2668 �'
2x6 CHASE TO 1ST i, i _ _ ii �i CHASE TO ,ST 2�
WALL STY. ii LL ____________ ___ 7� — _—____— _�—______====—J� ii STY. WALL "
SH3050 12'-1 1/2' 5 LINEN SH =__ _ ________ RISERS RISRS=_______ - __= 5 LINEN SH1/2
EGRESS 3' 4" _
F 2x6 If — �� 5'-o II I I I lo' "' 2 ■ to" I I I -o" ° _ FF = �iF�
2x6 6" I II I ■ I I I I Cosa_ ■ 5osl{ I I I I ■ ! n 2x6
III
WALL r2�68 L — — J L — Zxs r = 1 1 8,_6" HANDRAIL 2" HANDRAIL I \ L _ _ J L _ _ J 26x8 WALL
— WALLWALL
° F — % 1 z 68 " 266 " /2 1/ " III '-2 I 1 0 =-2n 3,_2 8' 6, I I -2' II 1111 '-6 " , " _ n S8S s,_5" 2868 I` °
f
178 6 5 -2 2 1 H
\ jl M I ( I AHU PFN TO
BELOW AHU I I �' J.
° e BATH 2 3 2 42°H.W2AxL4L +' ■ ;' WALL 2x4 S-2' BAT 2 a °
ROOF
BELOWIii
o A DRA — — AND AI o
_BATH 2 " g - — r — — 2668 2668 — — 1 -3 /2' BEL W M 5'-0° BATH 5 1/
e 5 1/2 5 -0 7'-11 1 3' 2" e D" - 3'- 2" 3'-2 ' 8° �� ° "
' o
e° - I I L— � I I AHu 2ssa
2668 AHU
o
WASHER
I I
24' VOID
STACK
42"H. 2x4
RAILING
WALL
DN 17j
RI" R
10
UAIT
BOLD L
DBL. WALL
■
__________________
_ _
2668
834
_ _
2668
SPACING_
___________�
=___
901
■
____
=_______-----
1635
==-L
2668
- -
2668 ______=_L
6830
■
40
51
42"H. 2x4
D 17) RAILING
Rf 1 WALL �,
40
182
GARAGE
I f
230
230
238
1
LANAI
;,
NA
17-1 , "
3 4
41
82
TOTAL U.R. 1 2099
1916
1916
2099
`t—
8030
I I
I
`V
`V
HAN RAIL
II 2668
266$1
HANDRAIL
L
■
— — — — —
—
.6.
5068
50fi8
5068
5068
- v
°
-----
— —
— —
-----
2668
2668
-----------------
2668
26fi8
________________`-__________
n
7 -6
7 -7 "
7'-7-
"
, "
7'-6-
-4
5068
5068
5068vv
5068
7 -$
7
10 9
1 D i D
7'-8-
7 8
8'-0' CLG. HT.
r2 8'-0" CLG. HT.c4
8'-D" (LG. HT. r'8'-0'
CLG. HT.
BED 2
BED 3 -'
-
-'
BED 3
BED 2
CARPET
CARPET
■
CARPET
CARPET
■
_
8'4 CLG. HT. 8'-0' CLG. HTs
BED 3 BED 2-
CARPET CARPET
EXTEND SHAFT
WALL INTO ■
OVERHANG TO ■
GN ABV. SOFFIT5040HR
co EGRESS 1
■
■ 1
CN
SH3050 SH3050
EGRESS EGRESS
I
LINE OF IST STORY—
EXTERIOR
TORY_EXTERIOR WALL
LINE OF IST STORYd
EXTERIOR WALL — — ROOF�ELI)W —
11'-4"
B'-01/2" 5_5' 11'-0 1/2'
LEXINGTON
UNIT"All
ONE-HOUR RATED 7/16" FIRE RETARDANT SHEATHING
A) kIlk IIAIIIA1 I A C`IFIr nF- rr-nAnATInKI 4A(AI I
PRINCETON
UNIT "B"
8'-0' CLG. HT. 8'-0" CLG. HT.
BED BED
CARPET CARPET
■ ■ WA TIEL INTO
■
■ OVERHANG TO
SH3050 7 5/!' SH3050 5040HR ALIGN ABV. SOFFT
EGRESSEGRESS I EGRESS 1 ■
I
I ■
SH3050 SH3050
I EGRESS EGRESS I
_LINE OF 1ST STORY M
EXTERIOR WALL ---- —-------
ROOFaLOW — — .LINE OF IST STORY
EXTERIOR WALL
I
11'-0 1/2' 5'-5° 6'-0 1/2" 11'4 5'-11"
7/8" EXT. PORTLAND CEMENT 112 )) X 81. THREADED ROD W/ 1" RND. WASHER
PLASTER ON PAPER BACKED SET IN EPDXY FILLED 5/8" DIA. DRILLED &
EXPANDED METAL LATH ON TYVEK CLEANED HOLE (4" MIN. EMBED INTO CMU WALL)
BOLT INSTALLATION NOTES: 3" MIN. EDGE DISTANCE
BOLTS SHALL NOT BE INSTALLED IN A HORIZONTAL LINE ON OPPOSITE SIDES OF SEPARATION
WALL - STAGGER 4" VERTICALLY FROM BOLT ON OPPOSITE SIDE OF WALL
TYP. CMU TO FRAME WALL DETAIL AT SEPARATION WALL
SCALE: 3"=1'-O"
PRINCETON
UNIT "B"
WDWROUGH
OPNG.NOTE
36 718 x 63
WIDTH x HEIGHT
(IN INCHES)
LEXINGTON
UNIT "A"
co
SH3050
EGRESS
M
0
SH3050
EGRESS
ROOF
BELOW o
i
2nd STY. FLOOR PLAN
FALL LEGEND_
® INDICATES 2x4 BEARING WALL W/ QUICK TIE SYSTEM HOLDDOWNS FROM TOP OF 1ST
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. ARE 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 REFER TO SEPARATION
WALL DETAIL(s) FOR ADDITIONAL INFORMATION.
AREA
WASHER
PLUMB'GBOX
24' VOID
STACK
UNIT
PLACE DBL
UAIT
BOLD L
DBL. WALL
STUD ADJ. TO
STUD
VENT PIPE
834
STUD
SPACING_
DETAILWA0SHER
7/8" EXT. PORTLAND CEMENT 112 )) X 81. THREADED ROD W/ 1" RND. WASHER
PLASTER ON PAPER BACKED SET IN EPDXY FILLED 5/8" DIA. DRILLED &
EXPANDED METAL LATH ON TYVEK CLEANED HOLE (4" MIN. EMBED INTO CMU WALL)
BOLT INSTALLATION NOTES: 3" MIN. EDGE DISTANCE
BOLTS SHALL NOT BE INSTALLED IN A HORIZONTAL LINE ON OPPOSITE SIDES OF SEPARATION
WALL - STAGGER 4" VERTICALLY FROM BOLT ON OPPOSITE SIDE OF WALL
TYP. CMU TO FRAME WALL DETAIL AT SEPARATION WALL
SCALE: 3"=1'-O"
PRINCETON
UNIT "B"
WDWROUGH
OPNG.NOTE
36 718 x 63
WIDTH x HEIGHT
(IN INCHES)
LEXINGTON
UNIT "A"
co
SH3050
EGRESS
M
0
SH3050
EGRESS
ROOF
BELOW o
i
2nd STY. FLOOR PLAN
FALL LEGEND_
® INDICATES 2x4 BEARING WALL W/ QUICK TIE SYSTEM HOLDDOWNS FROM TOP OF 1ST
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. ARE 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 REFER TO SEPARATION
WALL DETAIL(s) FOR ADDITIONAL INFORMATION.
AREA
DATE TO MASTER:
TAB
UAIT
UNIT
UBIT
UAIT
BOLD L
1st STY. LIVING
834
734
734
834
3136
2nd STY. LIVING
946
901
901
946
3694
TOTAL LIVING 1780
1635
1635
1780
6830
ENTRY
40
51
51
40
182
GARAGE
238
230
230
238
936
LANAI
1 411
NA
NA
41
82
TOTAL U.R. 1 2099
1916
1916
2099
`t—
8030
I I
I
I
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 20 AT 24" O.C. VERT. LADDER BLOCKING
AT INTERSECTION OF INTERIOR TO EXTERIOR FRAME
WALLS FOR INSTALLATION OF INSULATION.
LATEST REVISION
DATE TO MASTER:
07-01-12
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M/1 ORLANDO
S - ' FLOOR I i
--J----------- ----- --------
A"SEESECTION THRU UPPER STAIR - UNIT "All-
SEE
SECTION / DETAIL SHTS. FOR ADD'L. INFORMATION
42'H. KNEE WALL
3/4" PLYWD. ON
3 -2' 2x8 JOISTS
(5) RISERS AT LANDING
BEYOND
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202 FRMG
AT TREADS
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SEE SECTION / DETAIL SHTS. FOR ADD'L. INFORMATION
HANDRAIL WITH CIRCULAR CROSS
SECTION DIAMETER BTWN. 1 1/2"
TO 2", OR PRONDE CROSS SECTION
OF EQUIVALENT GRASPABILITY
PERFORM ANCE -
TYPICAL SECTION AT HANDRAIL
BALUSTER SPACING LESS THAN 4" DIA. SPHERE
1 1/2- 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.) 17
FLOOR TRUSS
i
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)IOd NAILS AT
3/4" PLYWD. / 6" O.C. MAX. OR EQUIVALENT
RISER /
/ CONNECT CARRIAGE TO LEDGER W/
/ (2)104 TOE -NAILED COMMONS
/ STAGGERED EA. SIDE
CONNECT PLYWD. RISER TO
TREAD WITH (4) 8d NAILS
/ 2x12 CARRIAGE AT SIDES AND
O / CENTER OF STAIRS WITH 2x6
�m
/ SPACER AT SIDE WALLS
/ CONNECT SPACER TO EA. STUD
/ W/ (2) 10d COMMONS
/
20 P.T.
/ KICK PLATE
NOTE: PICKETS SHALL BE PLACED NO
GREATER THAN 4" O.G. 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
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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.) 17
FLOOR TRUSS
i
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)IOd NAILS AT
3/4" PLYWD. / 6" O.C. MAX. OR EQUIVALENT
RISER /
/ CONNECT CARRIAGE TO LEDGER W/
/ (2)104 TOE -NAILED COMMONS
/ STAGGERED EA. SIDE
CONNECT PLYWD. RISER TO
TREAD WITH (4) 8d NAILS
/ 2x12 CARRIAGE AT SIDES AND
O / CENTER OF STAIRS WITH 2x6
�m
/ SPACER AT SIDE WALLS
/ CONNECT SPACER TO EA. STUD
/ W/ (2) 10d COMMONS
/
20 P.T.
/ KICK PLATE
NOTE: PICKETS SHALL BE PLACED NO
GREATER THAN 4" O.G. 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
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M/1 ORLANDO
PRE-ENGINEERED ROOF
TRUSS OR CONY.
FRAMED RAFTER
SIMPSON "HETA20"
STRAP AT EA. TRUSS -
NAILS PER SCHEDULE
"HEfA20" STRAP
NAILING SCHEDULE
UPLIFT # OF NAILS
VALUE REQUIRED
1810 (9)10d x 1-1/2"
1200 (6)10d x 1-1/Zi
800 410d x 1-1 2
\/ I L I -CMU WALL
TYPICAL TRUSS TO
1 BLOCK WALL CONNECTION
12 * UNLESS OTHERWISE NOTED ON THE PLAN
* UPLIFT LOAD REQUIREMENTS OBTAINED FROM SEALED
ENGINEERING DRAWINGS FROM TRUSS MANUF.
FLOOR TRUSSES
AT 24" O.C. MAX. 2x4 CONT. RIM BOARD
AT TOP & BOT. CHORD
CONNECT TO EA. FLR.
TRUSS W/ (4)164 NAILS
SETBACK FACE OF
RIM BOARD 112' FROM
CMU WALLIFMROM
FACE OF BLOCK
2" MIN. DIMSIMPSON "HETA20" ANCHOR
TO STRAP AT EA. FLOOR TRUSS -
FILL ALL NAIL HOLES
FACE OF BLK
TYPICAL FLR. TRUSS / BEAM
2 PERPENDICULAR TO CMU WALL
Q2J I IDI IST CTRAD rOKIW:rTIOKI
* UNLESS OTHERWISE NOTED ON THE PLAN
2 or 3 PLY 16" DP
FLATCONC. BLOCK
CONNECTGIRDER TRUSS HANGER TO
MU WALL W/
D» 1/4"x2-1/2' SIMPSON "TITEN
WALL
2 PLY-SIMPSON LGUM28-2
HANGER W/ (6) SDS- 1/4'x2
1/2" SCREWS TO TRUSS
(2435# MAX UPLIFT)
3 PLY-SIMPSON LGUM28-3
HANGER W/ (6) SDS- 1/4'x2
1/2" SCREWS TO TRUSS
(3575 # MAX UPLIFT)
FLAT GIRDER TRUSS
('7 TO CMU WALL
12 HANGER CONNECTION
2x4 X -BRACING AT 2x4 BOX FRAME AT 48" 0_C. MAX. W/ OSB
48" O.C. MAX. IN SHEATHING EA. SIDE (CONNECT TO 2x4 W/
16" DP. FLOOR FIRSTER TRUSS BAYS - OR 8d NAILS AT 6" O.C.) AT FIRST (2) (TRUSS
TRUSSES PER PLAN
N(�EA.
BAYS-CONNECT EA. CORNER W/OENAII
/)IOdTOENAILS LS
16" DP. GABLE END FLR. TRUSS OR j�
16" DP. LAM. BEAM PER PLAN
SETBACK FACE OF RIM
BOARD 112' FROM FACE
OF BLOCK
CONC. BLOCK WALL PROVIDE SIMPSON "HETA20" ANCHOR AT ALTERNATE
4" O.C. MAX. — PROVIDE soup 2x4 BRACING BTWN.
FROM
D ACE IMENSIOF BON TO
WALL HORDSLFOR NAI�LINGFILL ALUSS LLL NAIBOT. FLR. TRUSSES
HOLES
PERIMETER WALL DETAIL
12 TRUSSES PARRALLEL TO WALL
v1141 1 rA VIVI I U v1141 1 v — -
GABLE END FLR. TRUSS
OR LAM. BEAM PER PLAN
PARRALLEL TO WALL
SETBACK FACE OF
TRUSS OR BEAM 1/2'
FROM FACE OF BLOCK
CMU WALL SIMPSON "HETA20" ANCHOR
4' DIMENSION TO AT 24" O.C. MAX. - PROVIDE
SOLID 2x4 VERT. BLKG. BTWN. TRUSS TOP
STRAP FROM FACE & BOT. CHORDS FOR NAILING
OF BLK. WALL FILL ALL NAIL HOLES
TYPICAL FLR. TRUSS / BEAM
4 PARALLEL TO CMU WALL
QJ2
UPLIFT STRAP CONNECTION
* UNLESS OTHERWISE NOTED ON THE PLAN
SIMPSON "LSTA12" OR QUICK -TIE 'LS12" FLAT STRAP
CONNECTING EA. 2ND STY. STUD TO TOP PLATE
CENTER STRAP ON BOT. OF TOP PLATE
12 STRAP CONNECTION
MID SPAN BEARING CONDITION
WOW. OPENING
PER PLAN
DBL STRAP AT 3 PLY 16" DP.
CMU SEPARATION EA. SIDE OF OPNG. FLAT GIRDER TRUSS
WALL BTWN. UNITS
SIMPSON "LGT3-SDS2.5" W/
(21)164 SINKERS TO COLUMN &
4 (12) SDS 1/4"x2 1/2"
SCREWS TO GIRDER
)91
3.5"x6' LVL
CONNECTOR VARIES -SEE GIRDER TRUSS OR LVL COLUMN
BEAM PER PLAN SIMPSON N"HTT16" HOLDDOWN
PLAN FOR INFORMATIfNV /EPDXY
MPSON 'HTT16" W/
8 THREADED ROD W 5J8" THREADED ROD TO
SIMPSON 'LSTA12" OR QUICK -TIE "LS12" FLAT STRAP/BLK. WALL -SET IN LABU-SET IN EPDXY FILLED
CONNECTING EA. 2ND STY. STUD TO GIRDER TRUSS OR FILLED HOLE HOLE W/ 5' MIN. EMBED
BEAM, CENTER STRAP ON BOT. OF TRUSS OR BEAM W/ 5" MIN. EMBED FILL ALL NAIL HOLES
FILL ALL NAIL HOLES 4
2ND STY FRAME WALL TO GIRDER -GIRDER TRUSS TO
9
12 OR BEAM STRAP CONNECTION 12 COLUMN TO SLAB CONNECTION
LVL BEAM OR GIRDER
TRUSS
PER PLAN
CONC. BLOCK WALL
SIMPSON "HT116" HOLDDOWN
CW
5J8" THREADED ROD TO
8 K. WALL -SET IN EPDXY FILLED
HOLE W/ 5' MIN. EMBED
FILL ALL NAIL HOLES
BEAM 1 GIRDER TRUSS
6 TO CMU WALL
12 STRAP CONNECTION
16' DP. FLAT GIRDER TRUSS
OR 16" DP. FLOOR TRUSS
PROVIDE WD. SHIMS AS /
REQ'D. TO FILL GAP BTWN.
HANGER AND TRUSS
SIMPSON "HU46" HANGER W/
(6) 10d NAILS TO TRUSS
-CONC. BLOCK
WALL
.CONNECT HANGER TO
CMU WALL W/
Q2) 1 4"x2 3/4" SIMPSON
TITEN SCREWS
10 TRUSS TO CMU WALL
12 HANGER CONNECTION
13" DP. FLAT GIRDER TRUSS
OR 16" DP. FLOOR TRUSS
PROVIDE WD. SHIMS AS
REQ'D. TO FILL GAP BTWN:
HANGER AND TRUSS
SIMPSON HU26 OR HU26-2
HANGER W/ (6) 10d NAILS_
TO TRUSS
-CONC. BLOCK
WALL
CONNECT HANGER TO
CMO WALL W/
�12) 114"x2 3/4» SIMPSON
TITEN SCREWS
(—�jjTRUSS TO CMU WALL
12 HANGER CONNECTION
1 s 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 20 BLKG. AT 48' O.C. BTWN. TRUSS BOT. CHORDS
®W/ (2)-164 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' OP. 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 H SPAN
10.PROVIDE 2x12 LEDGER (BOTTOM AT TRUSS BRG. HT.) W/ (10) 10d NAILS AT EA. VERT. STUD.
11.PROVIDE 2x4 LEDGER AS REQ'D. FOR FLOOR DECK NAILING.
12.ALL GIRDERS SHOWN SINGLE PLY. FOR CLARITY -SEE TRUSS EN{NEERfNG F{N3 REQUIRED NUMBER
OF PLIES.
DESIGN LOADS:
ASPHALT SHINGLE ROOF LOADS:
LVE - 20 PSF.
DEAD - 17 PSF. (T.C. - 7 PSF.), (B.C. - 10 PSF.)
CEMENT TILE ROOF LOADS:
LIVE - 20 PSF.
DEAD - 25 PSF. (T.C. - 15 PSF.), (B.C. - 10 PSF.)
DESIGN DATA - WIND LOADS:
• ULTIMATE DESIGN WIND SPEEED (Vult) = 140 MPH
• NOMINAL DESIGN WIND SPEEED (Vasd) = 108 MPH
• RISK CATEGORY = II
• WIND EXPOSURE = C
• ENCLOSURE CLASSIFICATION = ENCLOSED
• INTERNAL PRESSURE COEFFICIENTS = +/- 0.18
• COMPONENTS & 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. NOTE: TRUSSES SHALL CARRY ADDITIONAL 10 PSF NON -CONCURRENT
BOTTOM CHORD LIVE LOAD.
2. TRUSS DESIGN TO INCLUDE 20PSF LIVE LOADS FOR ATTICS WITH LIMITED
STORAGE AND PROVIDE NOTATION ON PROFILES REQUIRING ADDITIONAL LIVE
LOAD
LATEST REVISION
16" DP. FLOOR
07-01-12
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ALL NAIL HOLES
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WALL
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FLR.
TRUSS TO CMU WALL
12 STRAP CONNECTION
MID SPAN BEARING CONDITION
WOW. OPENING
PER PLAN
DBL STRAP AT 3 PLY 16" DP.
CMU SEPARATION EA. SIDE OF OPNG. FLAT GIRDER TRUSS
WALL BTWN. UNITS
SIMPSON "LGT3-SDS2.5" W/
(21)164 SINKERS TO COLUMN &
4 (12) SDS 1/4"x2 1/2"
SCREWS TO GIRDER
)91
3.5"x6' LVL
CONNECTOR VARIES -SEE GIRDER TRUSS OR LVL COLUMN
BEAM PER PLAN SIMPSON N"HTT16" HOLDDOWN
PLAN FOR INFORMATIfNV /EPDXY
MPSON 'HTT16" W/
8 THREADED ROD W 5J8" THREADED ROD TO
SIMPSON 'LSTA12" OR QUICK -TIE "LS12" FLAT STRAP/BLK. WALL -SET IN LABU-SET IN EPDXY FILLED
CONNECTING EA. 2ND STY. STUD TO GIRDER TRUSS OR FILLED HOLE HOLE W/ 5' MIN. EMBED
BEAM, CENTER STRAP ON BOT. OF TRUSS OR BEAM W/ 5" MIN. EMBED FILL ALL NAIL HOLES
FILL ALL NAIL HOLES 4
2ND STY FRAME WALL TO GIRDER -GIRDER TRUSS TO
9
12 OR BEAM STRAP CONNECTION 12 COLUMN TO SLAB CONNECTION
LVL BEAM OR GIRDER
TRUSS
PER PLAN
CONC. BLOCK WALL
SIMPSON "HT116" HOLDDOWN
CW
5J8" THREADED ROD TO
8 K. WALL -SET IN EPDXY FILLED
HOLE W/ 5' MIN. EMBED
FILL ALL NAIL HOLES
BEAM 1 GIRDER TRUSS
6 TO CMU WALL
12 STRAP CONNECTION
16' DP. FLAT GIRDER TRUSS
OR 16" DP. FLOOR TRUSS
PROVIDE WD. SHIMS AS /
REQ'D. TO FILL GAP BTWN.
HANGER AND TRUSS
SIMPSON "HU46" HANGER W/
(6) 10d NAILS TO TRUSS
-CONC. BLOCK
WALL
.CONNECT HANGER TO
CMU WALL W/
Q2) 1 4"x2 3/4" SIMPSON
TITEN SCREWS
10 TRUSS TO CMU WALL
12 HANGER CONNECTION
13" DP. FLAT GIRDER TRUSS
OR 16" DP. FLOOR TRUSS
PROVIDE WD. SHIMS AS
REQ'D. TO FILL GAP BTWN:
HANGER AND TRUSS
SIMPSON HU26 OR HU26-2
HANGER W/ (6) 10d NAILS_
TO TRUSS
-CONC. BLOCK
WALL
CONNECT HANGER TO
CMO WALL W/
�12) 114"x2 3/4» SIMPSON
TITEN SCREWS
(—�jjTRUSS TO CMU WALL
12 HANGER CONNECTION
1 s 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 20 BLKG. AT 48' O.C. BTWN. TRUSS BOT. CHORDS
®W/ (2)-164 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' OP. 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 H SPAN
10.PROVIDE 2x12 LEDGER (BOTTOM AT TRUSS BRG. HT.) W/ (10) 10d NAILS AT EA. VERT. STUD.
11.PROVIDE 2x4 LEDGER AS REQ'D. FOR FLOOR DECK NAILING.
12.ALL GIRDERS SHOWN SINGLE PLY. FOR CLARITY -SEE TRUSS EN{NEERfNG F{N3 REQUIRED NUMBER
OF PLIES.
DESIGN LOADS:
ASPHALT SHINGLE ROOF LOADS:
LVE - 20 PSF.
DEAD - 17 PSF. (T.C. - 7 PSF.), (B.C. - 10 PSF.)
CEMENT TILE ROOF LOADS:
LIVE - 20 PSF.
DEAD - 25 PSF. (T.C. - 15 PSF.), (B.C. - 10 PSF.)
DESIGN DATA - WIND LOADS:
• ULTIMATE DESIGN WIND SPEEED (Vult) = 140 MPH
• NOMINAL DESIGN WIND SPEEED (Vasd) = 108 MPH
• RISK CATEGORY = II
• WIND EXPOSURE = C
• ENCLOSURE CLASSIFICATION = ENCLOSED
• INTERNAL PRESSURE COEFFICIENTS = +/- 0.18
• COMPONENTS & 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. NOTE: TRUSSES SHALL CARRY ADDITIONAL 10 PSF NON -CONCURRENT
BOTTOM CHORD LIVE LOAD.
2. 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:
07-01-12
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TRANSOM WDW,
DBL SINGLE HUNG WDW.
OR DOOR
7'-0' MAX.
MASONRY OPENING WIDTH
ROOF TRUSS OR 2x4 BLKG. CONC.
AT 24" O.C. BTWN. TRUSSES-\ FBLK. WA
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"HANGER-ORIENT
HORIZONTAL OR VERTICAL
(2)2x6 LAID FLAT -NAIL TOGETHER
W/ (2)8d NAILS AT 6. O.C.
BLK. JAMB
1 1/2" MIN. EDGE 1 1/2" MIN. EDGE
DISTANCE FOR DISTANCE FOR
MASONRY SCREWS MASONRY SCREWS LAS
INTERIOR • (2)2x6 HDR.
FACE CTR. ON JAMB
FURR OUT AS REQ'D.
HANGER W/ HANGER WI
HORIZONTAL VERTICAL
ORIENTATION ORIENTATION
WOOD HEADER BTWN. WDWS, OR WDW./DOOR
i. MAXIMUM DESIGN PRESSURE 48.6 PSF FOR ANY DOOR OR WDW.
2. INSTALL WOW. 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) i0d 2x4 BLKG. AT 24" O.C.
AT EA. TRUSS OR BLKG. (2) 10d AT EA. 2x4
2x4 AT 24" O.C. 2x6 OR 2x8
2x4 P.T. CONT. W/ 10d AT 12" O.C.
3/16" x 3" MIN. MASONRY 20 P.T. W/
SCREWS AT 16" O.C.--b..3/16' x 3" MIN.
MASONRY SCREWS
O.S.B. SHEATHING AT 24" O.C.
W/ 8d AT 6" O, 10d AT 12" O.C. 2x4 P.T. W/ (2)10d C.
(2)1Od AT EA. 2x4 2x6 OR 2x8 CONT. HARD CASE SPIRAL BLCONAMB
NAILS AT 24" O.C.
HEAD JAMB
POCKET SGD HEAD/JAMB DETAIL
LOCATIONS WHERE POCKET SGD TRACK IS OUTSIDE BLOCK WALL OPNG.
20 P.T. - ATTACH
W/ 1/4"x3" MASONRY SCREW
6" MAX. (1 1/4r MIN. EMBED.) 6" MAX.
SIMPSON SP1
AT 16" O.C.
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CD
CDEACH END a =
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16' O.C. X CD
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SIMPSON SPI
AT 16" O.C.-
X
- BLOCK OPENING
ALL BLK. CELLS ABV. LINTEL
TO BE CONC. FILLED
PRECAST LINTEL PER PLAN
ACROSS OPNG,
2x6 P.T. FROM BOT. OF LINTEL TO
TOP OF WALL - CENTER ON OPNG.
FASTEN TO BLOCK W/ i/2' J -BOLT
W/ 2" SQ. WASHER
�1 t
2x6 OR 2x4 P.T. W/ CONC. NAILS AT
12" O.C. ACROSS TOP OF OPNG. o
EXTEND JAMB 14" MIN. 4" MIN. d
ABV. OPNG. EDGE
\2x6 P.T. BUCK AT GARAGE DOOR JAMBS DIST.
FASTEN TO BLOCK W/ 1/2° DIA. X 6" J -BOLTS o
OR 5" X6" 'REDHEAD' TYPE EXPAN90N BOLTS m
AT k O.C. MAX. W 2- SQ. WASHERS
AT EA. SIDE OF OPNG.
GARAGE DOOR MASONRY OPENING
GARAGE DOOR DETAIL
X \
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ATTACH TO BLK.
W/ 1/4"x3" MASONRY cq _ o
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(1 REW 1/4" MIN, EMBED.) O.S.B. SHEATHING W/ 8d W
• NAILS ® 6" O.C. EDGE),
12 O.C. (FIELD)
20 STUDS
x
16' D.G.
6' 2x4 P.T. - ATTACH 6" WALL STBK. PER
PKT. SGD. MANUF.
MAX. W/ 1/4"0" TAPCONS MAX.
(1 1/4' MIN. EMBED.)
WALL ELEVATION JAMB / HEAD DETAIL
FRAME WALL AT POCKET SGD BLOCK OPENING
LOCATIONS WHERE POCKET SGD TRACK IS BELOW PRECAST LINTEL
BLOCK JAMB/HEAD
2x4 P.T FURRING
SCREW"
(1M-1/4'RMIN,
EMBED)
10d NAILS @ 6' O.C.
2x4 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.
1 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.
a 3 2�2 3
1
QINALKa
2 1 22 1 2
2 HIP ROOF 7 < 8 <=== 27
DESIGN WIND LOAD PRESSURE (PSF) -EXPOSURE "C"
LOCATION ZONE COMPONENT EFFECTIVE AREA
1fl 45 2D 30 4Q 50 b0 70 $0 9fl 100
ROOF ] .159 ar -269 +16.1 a: -25.4 +1&0 or -26.1 +16.0 or -25.] +26.0 or -25.4 +16.0 or -25.1 +26.0 or -249 +16A or -24.8 +16.0 ar -24.6 160-24.5 +16.0 or -24A
ROOF 2 +16.9 or -46.7 +16.1 or -44.6 +16.0 or +15.0 or -40.8 x16.0 ar-39.2 +16.0 or -381 +26.0 or -371 +16.0 ar-35.3 +16,0 o, -35-5 +16.0 or -34.9 +16.0-343
ROOF 3 +269 or -69.1 +i6.1 or -66.5 +1E.0 or -64.6 +16.0 or -62.0 +15.0 ar -60.1 +16.0 or -58.7 +16.0-575 +16.0 cr -56.5 +16.0 nr 55.7 +36-0 or -549 +16.0 or -54.2
WALL 4 +29A or -31.8 +28.6 or -31.1 +28.0 or -30.5 +27.3 or -29.7 +26,7 or -29.2 +25.3 or -28.8 +25.9 ar-28.4 +25.5 or -28.1 +25.4 or -27,9 +25.2 or -27-7 +25Aar-27.5
WALL 5 +29.G or -39.3 +28,6 or -37.6 +2&0 ar -36.7 +27.3 or
-36.1 +26.7 ar -34.0 +26.3 or -33.2 +25.9 or -325 +-25.6 or -33.9 +25.4 or -31.4 +25.2 or --30.9 +25.0 or -30.5
9'xT GARAGE DOOR +25-Gor-z8.3
16'xT GARAGE DOOR +24.G or -265
2 - 2x4 OR DBL 1x4 BUCK - CONNECT SECTION
EA. TO BLOCK W/ 3/16"x3' TAPCON (t A -A
1/4' MiN. EMBEDMENT INTO BLK.)
BLOCK HEADER SOLID BLKG. AT TOP BTWN. 4'- 1'-4'
ARCH BLKG. &BUCK MAX.
2x4 45d DIAGONAL
BRACE(S)
"x3' TAPCOJS AV <-
2x4 45d DIAGONAL
BUILT UP PLWD. OR / " BRACE AT EA. FACE
MASONITE BUCK -SCRIBE ARCH PANEL 4 t0d NAILS INTO EA.
BACKSIDE TO FiT ARCH= () OF ARCH W� �2�10d
CONNECT W/ $d NAILS 2z4 BRACE/BLKG. NAILS AT € . D
INSTALL NOW. SCREW ANCHOR 2x4 SOLID BLKG. (FULL WIDTH � WALL) PROVIDE TAPCON
INTO ARCH BLKG. PER BTWN. OSB ARCH FACES W/ (2)10d NAILS 4N1HIN 4' MIN. OF
INSTALLATION DETAILS THRU OSB INTO EA. 2x4 BRACE
_ _START OF ARCH _
SECTION A -A
PROVIDE TAPCON PER WOW. INSTALLATION 4' MAX. RAD.
DETAILS OR THRU 11 j2" 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 - 2z4 OR DBL. 1x4 BUCK - SECTION
CONNECT EA. TO BLOCK W/ 3/16"0" B -B
BLOCK HEADER TAPCON (1 1/4' MIN. EMBEDMENT INTO
PROVIDE 2x4 DIAL. BRACE SOLID BLKG. AT TOP
8d NAILS AT 8" O.C.
AT BUCK
3/16
BTWN.
BTWN. VERT. BRACES WHEN HT ARCH BLKG, & BUCK
OF BRACE EXCEEDS 24' MAX. PROVIDE 2) MIN.
TAPCON r�T EA. SIDE
24 VERT. 8d NAILS AT 8' O.C. BUCK- (1) WITHIN 4"
BRACE(S) AT BUCK MIN. OF START OF
ARCH
BUILT UP PLWD. OR 7/16' OSB
MASONITE BUCK -SCRIBE ARCH PANEL START OF ARCH_
BACKSIDE TO FIT ARCH- EQ. EQ. - - - 4' MAX. RAD.
CONNECT W/ 8d NAILS
20 VERT. AT EA. FACE OF ARCH
INSTALL WDW. SCREW ANCHOR W/ (3)IOd 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. 20
FRAME ELLIPSE ARCH TOP DETAIL
BLOCK OPNG. SHOWN FRAME OPNG. SIMILAR (NO BUCK REQ'D. WHEN NO PLYWD. JOINT AT JAMBS)
�.`
° B
°• P •v O e
4
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 WI
NDOW ALL AT
LOCATIONS WHERE SILL IS LESS
THAN 2'-0" ABOVE TOP OF SLAB)
2'
MAX.
OVERHANGING BLOCK REPAIR DETAIL
MAXIMUM WALL HT 1140 MPH / EXP C 1 RISK GAT. fl
SIZE/SPECIES SPACING MAXIMUM HEIGHT
2x4 SPF 16° OC 8'4
2x4 SPF 12' OC 9'-0°
2x4 SPF 16' OC 9'-4"
2x4 SPF 12" OC 10'-0"
2x6 SPF 16° OC 12'-4"
26 SPF 12° OC 13'-0"
20 SPF 16" OC 14'-0"
26 SPF 12' OC 15-0"
NOTE: HEIGHTS SHOWN IN THIS TABLE ARE BASED ON STUDS BEING ATTACHED
TO 1/2 MINIMUM OSB SHEATHING iMTH 8d MIN NAILS ®12° OC
INTERMEDIATE SUPPORTS AND 6" OC AT PERIMETER AND 4" OC 0
CORNER STUDS. SHEATHING TO BE CONTINUOUS
OVER 3 OR MORE STUDS.
TAPCON INSTALLATION ANCHOR CHART
FOR BLOCK OPNGS. W/ BUCKS. 1 1/2" THICK OR GREATER
WIDTH WIDTH WIDTH WIDTH
D FEF D D E D D E D 24" 0. C. 8"
MAX. MAX.
A 8„ A 8" A �
- C MAX. C MAX. C
B B J B _�
= C WOW. C WOW. � WOW. C SGD OR
OPNG. OPNG. OPNG.
A A A � � ¢ EXT. DOOR
SILL /MULL SILL /MULL OPNG.
SINGLE WOW, OR MULTIPLE SIDE
STACKED WOW. BY SIDE WOWS.
W/ MULL BTWN. ® Wl MULL BTWN. ® � Q
WOW. OPNG. LOCATIONS WDW. OPNG. LOCATIONS �
HEIGHT IN HEAD �1 WIDTH IN HEAD (D
UP TO 40" A UP TO 40" D EXTERIOR DOOR
40.01" TO 60" A , B 40
.01" TO 60" D , E OPENINGS
60.01" TO 80" A , C 60.01" TO 80" D , F
80.01" TO 100" A , B , C 80.01" TO 100" D , E , F
1. LOCATIONS PER INDIVIDUAL WOW. OPNG
DiMENSfON NOT MULLED WOW. OPNG. DIMENSION
2. MAXIMUM ALLOWABLE SPACING BTWN. TAPCON ANCHORS TO BE 24" O.C.
2x HDR. PLATE OR
EXTERIOR WD. HDR.
SHEATHING 2 LAYERS OF 7/16" O.S.B. OR
(i) LAYER OF 3/4' PLYWD.
CONNECT W/ {2)8d NAILS AT
16" O.C.
BUILT UP WOOD HDR. OR
2x 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 WDW./[l0(Xi PER
MANUF. SPECIIFFICRTIONS
SILL 1 JAMB 1 HEAD
FRAME WALL OPNG.
WDW./DOOR
DETAILS
TAPCON PER 1 3/4"
SCHEDULE MIN.
� X
M �
EXT. FACE (2)1Dd 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 z 2 1/2" AT 24°
2" THICK OR MORE O.C. FOR BUCK BUILT UP
BUILT UP BUCK DETAIL 21/2" THIO( OR MORE
THICKNESS 11/2" OR GREATER
PRECAST CONC. MIN. 2 1/2" WIDE BUCK -
LINTEL ABV. OPNG. .MAXIMUM 2 3/4" BUILT UP
OR CMU JAMB THICKNESS - CONNECT W/
CAULK BTWN. 3/16" DIA. TAPCONS.
BUCK /BLOCK TAPCON LENGTH MUST BE
SUFFICIENT TO ACHIEVE MIN.
CEMENT FINISH � 1 1/4" EMBEDMENT INTO
ODER BLOCK BLOCK JAMB /HERD
INSTALL WOW./DOOR SCREW DRYWALL
ANCHOR INTO BUCK PER
INSTALLATION DETAILS
HEAD/JAMB FOR BUCK
THICKNESS 1112" OR GREATER
INSTALL WDW./DOOR TAPCON
PRECAST CONC. ANCHOR INTO BLOCK PER
LINTEL ABV. OPNG. INSTALLATION DETAILS
OR CMU JAMB
CAULK BTWN. MIN. 2 1/2' WIDE BUCK -
MAXIMUM BUILT UP
BUCK % BLK THICKNESS MUST BE LESS
THAN 1 1/2' CONNECT W/
CEMENT FINISH SPIRAL NAILS AT 16" O.G.
OVER BLOCK DRYWALL
HEAD/JAMB FOR BUCK
THICKNESS LESS THAN 11121"
CEMENT FINISH ATTACH WDW./DOOR
PER
OVER BLOCK MANUF. SPEOFlCR110NS
PRECAST
CONC. SILL �
I SILL '
BLOCK WALL OPNG,
WDW./DOOR
BUCK DETAILS
ALL EXTERIOR WINDOWS AND DOORS SHALL HAVE MEET PRESSURES IN
CHART- EXPOSURE "C"
FASTENER SCHEDULE FOR
BUILT UP STUD COLUMNS
VERTICAL SPACING OF FASTENERS AT 8' O.C.
STAGGERED UNLESS OTHERWISE NOTED. THIRD AND
FOURTH PLIES SHALL BE ADDED TO EITHER SIDE OF
2 -PLY COMPOSITE POST. MINIMUM END DISTANCE SHALL
BE 2 1/2' AND MINIMUM EDGE DISTANCE SHALL BE t".
STUD # OF NAILS NUMBER OF PLYS
SIZE PER RDW (2) PLYS (3) PLYS (4) PLYS
20 (t) 10d x A. 10d x 31 10d X A. OR
1/2" DIAM.
BST 0 16° O.C.
26 (2) 10d x A. i Qd x A. 10d X A. OR
1/2° DIAM.BOLT
0 16' D.C.
2x$ (2) tOd x 31 1 O x A. i0d X A. OR
1/2" DIA. BOLT
0 16" D.G.
IN LIEU OF
NAILS, MEMBERS MAY BE BOLTED TOGETHER.
WITH 1/2' DIAM. THRU-BOLTS AT 16" O.G. 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
HEADER LOAD HEADER SIZE
CONDITION (2)2x6 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 FLOC ONLY 3'-6' 2 4'-5" 2 5-5" 2 6'-3" 2
2nd FLOOR &ROOF 3'-0' 2 4'-8" 2 5
-5" 3 ON
"NJ" =MINIMUM NUMBER OF JACK STUDS REQ'D. AT EA. END UNLESS
OTHERWISE NOTED THE PLAN
ALL STRUCTURAL HEADERS TO BE #2
4R BETTER S.Y.P.
ALL NON-STRUCTURAL HEADERS HEM -FIR OR S -P -F OR BETTER
CONSTRUCTION NOTES
L .APPLICABLE CODES:
- FLOR
IDA BUILDING CODE 2410 -RESIDENTIAL=Jz E-=
- NATIONAL ELECTRICAL CODE REQUIREMENTS FOR ONE AND TWO FAMILY DWELINGS, NFPA
70A; 2007.
- FLORIDA FIRE PREVENTION CODE - F.F.P.C. 2010
2. SUBCONTRACTORS 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 TERMIIICIDE. THE BORA-CARE
TERMITIODE 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 DEIGNED BASED ON PRESUMPTIVE SAFE ALLOWABLE BEARING PRESSURE OF 2000
PSF. CONTRACTOR MALL VERIFY THAT THE MINIMUM BEARING PRESSURE OF 2000 PSF IS
OBTAINED PRIOR TO FOOTING PLACEMENT.
2. FOOTING MALL 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 1TiE 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
44.
3. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE 4NTH THE LATEST EDITION OF ASTM A185.
CONCRETE MASONRY NOTES
1. CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE NTH A.C.I. 530/ASCE 5/TMS 402.
2. CONCRETE MASONRY .UNITS SHALL BE 1N 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 MASONRRY 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 BRC. EA. END U.N.O. (4' MIN. BEARING
REQ'D.)
PRE-ENGINEERED: WOOD TRUSSES
L ALL TRUSSES SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE "NATIONAL DESIGN
SP€CIFICATONS FOR STRESS -MADE 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 DEVATIONS OR DISCREPANCIES FROM THE PLANS TO BE BROUGHT TO
THE AT1>=NTiON 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 DRAiNNGS 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 SE( 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 DEIGN
SPEORGAl10NS FOR WOOD CONSTRUCTi(XV" BY THE NATIONAL FOREST PRODUCT ASSOOAl10N.
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, HAivD 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 NflTID OTHERWISE ON PLANS. ALL HEADER MATERIAL TO
BE SOUTHERN 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 4N 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 91ALL BE OFFSET AT LEAST 4'-0°. STRUCTURAL
DOUBLE PLATES TO BE NAILED AT 6" D.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 NhLS CONNECTING WOOD MEMBERS SHALL NOT BE LESS THAN THOSE
SPECIFIED IN TABLE 2304.9.1 (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.
14. 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 INSTALLAIiOJ.
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 ER. ITEM.
8. INSTALL ALL SPECIFIED FASTENERS AT EACH CONNECTOR. REFER TO CONNECTS 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 - 144
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
GENERAL NOTES
1. DOORS BETWEEN GARAGE AND LIVING SPA( MALL BE MINIMUM 1 3/8' THICK SOLID CORE
WORD ODORS, 1 3/8' SOLID DR 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 (FILINGS SEPARATING THE
DWELL{N FROM THE GARAGE SHALL BE CONSTRUCTED 4F A MINIMUM N0. 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
1
1
1
1
ry
ry
cn
i
1
i
1
LATEST REVISION
DATE TO MASTER:
07-01-12
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CONSTRUC114N SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO M/i
HOMES FOR CLARIFI
FURR OUT AS REQ'D.
HANGER W/ HANGER WI
HORIZONTAL VERTICAL
ORIENTATION ORIENTATION
WOOD HEADER BTWN. WDWS, OR WDW./DOOR
i. MAXIMUM DESIGN PRESSURE 48.6 PSF FOR ANY DOOR OR WDW.
2. INSTALL WOW. 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) i0d 2x4 BLKG. AT 24" O.C.
AT EA. TRUSS OR BLKG. (2) 10d AT EA. 2x4
2x4 AT 24" O.C. 2x6 OR 2x8
2x4 P.T. CONT. W/ 10d AT 12" O.C.
3/16" x 3" MIN. MASONRY 20 P.T. W/
SCREWS AT 16" O.C.--b..3/16' x 3" MIN.
MASONRY SCREWS
O.S.B. SHEATHING AT 24" O.C.
W/ 8d AT 6" O, 10d AT 12" O.C. 2x4 P.T. W/ (2)10d C.
(2)1Od AT EA. 2x4 2x6 OR 2x8 CONT. HARD CASE SPIRAL BLCONAMB
NAILS AT 24" O.C.
HEAD JAMB
POCKET SGD HEAD/JAMB DETAIL
LOCATIONS WHERE POCKET SGD TRACK IS OUTSIDE BLOCK WALL OPNG.
20 P.T. - ATTACH
W/ 1/4"x3" MASONRY SCREW
6" MAX. (1 1/4r MIN. EMBED.) 6" MAX.
SIMPSON SP1
AT 16" O.C.
Z
CD
W Li U
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Ln X=
(2) 2x4 @ QCD F-
CD
CDEACH END a =
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0 2x4 ® C
16' O.C. X CD
�m
SIMPSON SPI
AT 16" O.C.-
X
- BLOCK OPENING
ALL BLK. CELLS ABV. LINTEL
TO BE CONC. FILLED
PRECAST LINTEL PER PLAN
ACROSS OPNG,
2x6 P.T. FROM BOT. OF LINTEL TO
TOP OF WALL - CENTER ON OPNG.
FASTEN TO BLOCK W/ i/2' J -BOLT
W/ 2" SQ. WASHER
�1 t
2x6 OR 2x4 P.T. W/ CONC. NAILS AT
12" O.C. ACROSS TOP OF OPNG. o
EXTEND JAMB 14" MIN. 4" MIN. d
ABV. OPNG. EDGE
\2x6 P.T. BUCK AT GARAGE DOOR JAMBS DIST.
FASTEN TO BLOCK W/ 1/2° DIA. X 6" J -BOLTS o
OR 5" X6" 'REDHEAD' TYPE EXPAN90N BOLTS m
AT k O.C. MAX. W 2- SQ. WASHERS
AT EA. SIDE OF OPNG.
GARAGE DOOR MASONRY OPENING
GARAGE DOOR DETAIL
X \
cim
o \
a
N �
2x4 P.T. FURRING z
ATTACH TO BLK.
W/ 1/4"x3" MASONRY cq _ o
SC
(1 REW 1/4" MIN, EMBED.) O.S.B. SHEATHING W/ 8d W
• NAILS ® 6" O.C. EDGE),
12 O.C. (FIELD)
20 STUDS
x
16' D.G.
6' 2x4 P.T. - ATTACH 6" WALL STBK. PER
PKT. SGD. MANUF.
MAX. W/ 1/4"0" TAPCONS MAX.
(1 1/4' MIN. EMBED.)
WALL ELEVATION JAMB / HEAD DETAIL
FRAME WALL AT POCKET SGD BLOCK OPENING
LOCATIONS WHERE POCKET SGD TRACK IS BELOW PRECAST LINTEL
BLOCK JAMB/HEAD
2x4 P.T FURRING
SCREW"
(1M-1/4'RMIN,
EMBED)
10d NAILS @ 6' O.C.
2x4 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.
1 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.
a 3 2�2 3
1
QINALKa
2 1 22 1 2
2 HIP ROOF 7 < 8 <=== 27
DESIGN WIND LOAD PRESSURE (PSF) -EXPOSURE "C"
LOCATION ZONE COMPONENT EFFECTIVE AREA
1fl 45 2D 30 4Q 50 b0 70 $0 9fl 100
ROOF ] .159 ar -269 +16.1 a: -25.4 +1&0 or -26.1 +16.0 or -25.] +26.0 or -25.4 +16.0 or -25.1 +26.0 or -249 +16A or -24.8 +16.0 ar -24.6 160-24.5 +16.0 or -24A
ROOF 2 +16.9 or -46.7 +16.1 or -44.6 +16.0 or +15.0 or -40.8 x16.0 ar-39.2 +16.0 or -381 +26.0 or -371 +16.0 ar-35.3 +16,0 o, -35-5 +16.0 or -34.9 +16.0-343
ROOF 3 +269 or -69.1 +i6.1 or -66.5 +1E.0 or -64.6 +16.0 or -62.0 +15.0 ar -60.1 +16.0 or -58.7 +16.0-575 +16.0 cr -56.5 +16.0 nr 55.7 +36-0 or -549 +16.0 or -54.2
WALL 4 +29A or -31.8 +28.6 or -31.1 +28.0 or -30.5 +27.3 or -29.7 +26,7 or -29.2 +25.3 or -28.8 +25.9 ar-28.4 +25.5 or -28.1 +25.4 or -27,9 +25.2 or -27-7 +25Aar-27.5
WALL 5 +29.G or -39.3 +28,6 or -37.6 +2&0 ar -36.7 +27.3 or
-36.1 +26.7 ar -34.0 +26.3 or -33.2 +25.9 or -325 +-25.6 or -33.9 +25.4 or -31.4 +25.2 or --30.9 +25.0 or -30.5
9'xT GARAGE DOOR +25-Gor-z8.3
16'xT GARAGE DOOR +24.G or -265
2 - 2x4 OR DBL 1x4 BUCK - CONNECT SECTION
EA. TO BLOCK W/ 3/16"x3' TAPCON (t A -A
1/4' MiN. EMBEDMENT INTO BLK.)
BLOCK HEADER SOLID BLKG. AT TOP BTWN. 4'- 1'-4'
ARCH BLKG. &BUCK MAX.
2x4 45d DIAGONAL
BRACE(S)
"x3' TAPCOJS AV <-
2x4 45d DIAGONAL
BUILT UP PLWD. OR / " BRACE AT EA. FACE
MASONITE BUCK -SCRIBE ARCH PANEL 4 t0d NAILS INTO EA.
BACKSIDE TO FiT ARCH= () OF ARCH W� �2�10d
CONNECT W/ $d NAILS 2z4 BRACE/BLKG. NAILS AT € . D
INSTALL NOW. SCREW ANCHOR 2x4 SOLID BLKG. (FULL WIDTH � WALL) PROVIDE TAPCON
INTO ARCH BLKG. PER BTWN. OSB ARCH FACES W/ (2)10d NAILS 4N1HIN 4' MIN. OF
INSTALLATION DETAILS THRU OSB INTO EA. 2x4 BRACE
_ _START OF ARCH _
SECTION A -A
PROVIDE TAPCON PER WOW. INSTALLATION 4' MAX. RAD.
DETAILS OR THRU 11 j2" 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 - 2z4 OR DBL. 1x4 BUCK - SECTION
CONNECT EA. TO BLOCK W/ 3/16"0" B -B
BLOCK HEADER TAPCON (1 1/4' MIN. EMBEDMENT INTO
PROVIDE 2x4 DIAL. BRACE SOLID BLKG. AT TOP
8d NAILS AT 8" O.C.
AT BUCK
3/16
BTWN.
BTWN. VERT. BRACES WHEN HT ARCH BLKG, & BUCK
OF BRACE EXCEEDS 24' MAX. PROVIDE 2) MIN.
TAPCON r�T EA. SIDE
24 VERT. 8d NAILS AT 8' O.C. BUCK- (1) WITHIN 4"
BRACE(S) AT BUCK MIN. OF START OF
ARCH
BUILT UP PLWD. OR 7/16' OSB
MASONITE BUCK -SCRIBE ARCH PANEL START OF ARCH_
BACKSIDE TO FIT ARCH- EQ. EQ. - - - 4' MAX. RAD.
CONNECT W/ 8d NAILS
20 VERT. AT EA. FACE OF ARCH
INSTALL WDW. SCREW ANCHOR W/ (3)IOd 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. 20
FRAME ELLIPSE ARCH TOP DETAIL
BLOCK OPNG. SHOWN FRAME OPNG. SIMILAR (NO BUCK REQ'D. WHEN NO PLYWD. JOINT AT JAMBS)
�.`
° B
°• P •v O e
4
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 WI
NDOW ALL AT
LOCATIONS WHERE SILL IS LESS
THAN 2'-0" ABOVE TOP OF SLAB)
2'
MAX.
OVERHANGING BLOCK REPAIR DETAIL
MAXIMUM WALL HT 1140 MPH / EXP C 1 RISK GAT. fl
SIZE/SPECIES SPACING MAXIMUM HEIGHT
2x4 SPF 16° OC 8'4
2x4 SPF 12' OC 9'-0°
2x4 SPF 16' OC 9'-4"
2x4 SPF 12" OC 10'-0"
2x6 SPF 16° OC 12'-4"
26 SPF 12° OC 13'-0"
20 SPF 16" OC 14'-0"
26 SPF 12' OC 15-0"
NOTE: HEIGHTS SHOWN IN THIS TABLE ARE BASED ON STUDS BEING ATTACHED
TO 1/2 MINIMUM OSB SHEATHING iMTH 8d MIN NAILS ®12° OC
INTERMEDIATE SUPPORTS AND 6" OC AT PERIMETER AND 4" OC 0
CORNER STUDS. SHEATHING TO BE CONTINUOUS
OVER 3 OR MORE STUDS.
TAPCON INSTALLATION ANCHOR CHART
FOR BLOCK OPNGS. W/ BUCKS. 1 1/2" THICK OR GREATER
WIDTH WIDTH WIDTH WIDTH
D FEF D D E D D E D 24" 0. C. 8"
MAX. MAX.
A 8„ A 8" A �
- C MAX. C MAX. C
B B J B _�
= C WOW. C WOW. � WOW. C SGD OR
OPNG. OPNG. OPNG.
A A A � � ¢ EXT. DOOR
SILL /MULL SILL /MULL OPNG.
SINGLE WOW, OR MULTIPLE SIDE
STACKED WOW. BY SIDE WOWS.
W/ MULL BTWN. ® Wl MULL BTWN. ® � Q
WOW. OPNG. LOCATIONS WDW. OPNG. LOCATIONS �
HEIGHT IN HEAD �1 WIDTH IN HEAD (D
UP TO 40" A UP TO 40" D EXTERIOR DOOR
40.01" TO 60" A , B 40
.01" TO 60" D , E OPENINGS
60.01" TO 80" A , C 60.01" TO 80" D , F
80.01" TO 100" A , B , C 80.01" TO 100" D , E , F
1. LOCATIONS PER INDIVIDUAL WOW. OPNG
DiMENSfON NOT MULLED WOW. OPNG. DIMENSION
2. MAXIMUM ALLOWABLE SPACING BTWN. TAPCON ANCHORS TO BE 24" O.C.
2x HDR. PLATE OR
EXTERIOR WD. HDR.
SHEATHING 2 LAYERS OF 7/16" O.S.B. OR
(i) LAYER OF 3/4' PLYWD.
CONNECT W/ {2)8d NAILS AT
16" O.C.
BUILT UP WOOD HDR. OR
2x 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 WDW./[l0(Xi PER
MANUF. SPECIIFFICRTIONS
SILL 1 JAMB 1 HEAD
FRAME WALL OPNG.
WDW./DOOR
DETAILS
TAPCON PER 1 3/4"
SCHEDULE MIN.
� X
M �
EXT. FACE (2)1Dd 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 z 2 1/2" AT 24°
2" THICK OR MORE O.C. FOR BUCK BUILT UP
BUILT UP BUCK DETAIL 21/2" THIO( OR MORE
THICKNESS 11/2" OR GREATER
PRECAST CONC. MIN. 2 1/2" WIDE BUCK -
LINTEL ABV. OPNG. .MAXIMUM 2 3/4" BUILT UP
OR CMU JAMB THICKNESS - CONNECT W/
CAULK BTWN. 3/16" DIA. TAPCONS.
BUCK /BLOCK TAPCON LENGTH MUST BE
SUFFICIENT TO ACHIEVE MIN.
CEMENT FINISH � 1 1/4" EMBEDMENT INTO
ODER BLOCK BLOCK JAMB /HERD
INSTALL WOW./DOOR SCREW DRYWALL
ANCHOR INTO BUCK PER
INSTALLATION DETAILS
HEAD/JAMB FOR BUCK
THICKNESS 1112" OR GREATER
INSTALL WDW./DOOR TAPCON
PRECAST CONC. ANCHOR INTO BLOCK PER
LINTEL ABV. OPNG. INSTALLATION DETAILS
OR CMU JAMB
CAULK BTWN. MIN. 2 1/2' WIDE BUCK -
MAXIMUM BUILT UP
BUCK % BLK THICKNESS MUST BE LESS
THAN 1 1/2' CONNECT W/
CEMENT FINISH SPIRAL NAILS AT 16" O.G.
OVER BLOCK DRYWALL
HEAD/JAMB FOR BUCK
THICKNESS LESS THAN 11121"
CEMENT FINISH ATTACH WDW./DOOR
PER
OVER BLOCK MANUF. SPEOFlCR110NS
PRECAST
CONC. SILL �
I SILL '
BLOCK WALL OPNG,
WDW./DOOR
BUCK DETAILS
ALL EXTERIOR WINDOWS AND DOORS SHALL HAVE MEET PRESSURES IN
CHART- EXPOSURE "C"
FASTENER SCHEDULE FOR
BUILT UP STUD COLUMNS
VERTICAL SPACING OF FASTENERS AT 8' O.C.
STAGGERED UNLESS OTHERWISE NOTED. THIRD AND
FOURTH PLIES SHALL BE ADDED TO EITHER SIDE OF
2 -PLY COMPOSITE POST. MINIMUM END DISTANCE SHALL
BE 2 1/2' AND MINIMUM EDGE DISTANCE SHALL BE t".
STUD # OF NAILS NUMBER OF PLYS
SIZE PER RDW (2) PLYS (3) PLYS (4) PLYS
20 (t) 10d x A. 10d x 31 10d X A. OR
1/2" DIAM.
BST 0 16° O.C.
26 (2) 10d x A. i Qd x A. 10d X A. OR
1/2° DIAM.BOLT
0 16' D.C.
2x$ (2) tOd x 31 1 O x A. i0d X A. OR
1/2" DIA. BOLT
0 16" D.G.
IN LIEU OF
NAILS, MEMBERS MAY BE BOLTED TOGETHER.
WITH 1/2' DIAM. THRU-BOLTS AT 16" O.G. 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
HEADER LOAD HEADER SIZE
CONDITION (2)2x6 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 FLOC ONLY 3'-6' 2 4'-5" 2 5-5" 2 6'-3" 2
2nd FLOOR &ROOF 3'-0' 2 4'-8" 2 5
-5" 3 ON
"NJ" =MINIMUM NUMBER OF JACK STUDS REQ'D. AT EA. END UNLESS
OTHERWISE NOTED THE PLAN
ALL STRUCTURAL HEADERS TO BE #2
4R BETTER S.Y.P.
ALL NON-STRUCTURAL HEADERS HEM -FIR OR S -P -F OR BETTER
CONSTRUCTION NOTES
L .APPLICABLE CODES:
- FLOR
IDA BUILDING CODE 2410 -RESIDENTIAL=Jz E-=
- NATIONAL ELECTRICAL CODE REQUIREMENTS FOR ONE AND TWO FAMILY DWELINGS, NFPA
70A; 2007.
- FLORIDA FIRE PREVENTION CODE - F.F.P.C. 2010
2. SUBCONTRACTORS 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 TERMIIICIDE. THE BORA-CARE
TERMITIODE 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 DEIGNED BASED ON PRESUMPTIVE SAFE ALLOWABLE BEARING PRESSURE OF 2000
PSF. CONTRACTOR MALL VERIFY THAT THE MINIMUM BEARING PRESSURE OF 2000 PSF IS
OBTAINED PRIOR TO FOOTING PLACEMENT.
2. FOOTING MALL 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 1TiE 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
44.
3. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE 4NTH THE LATEST EDITION OF ASTM A185.
CONCRETE MASONRY NOTES
1. CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE NTH A.C.I. 530/ASCE 5/TMS 402.
2. CONCRETE MASONRY .UNITS SHALL BE 1N 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 MASONRRY 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 BRC. EA. END U.N.O. (4' MIN. BEARING
REQ'D.)
PRE-ENGINEERED: WOOD TRUSSES
L ALL TRUSSES SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE "NATIONAL DESIGN
SP€CIFICATONS FOR STRESS -MADE 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 DEVATIONS OR DISCREPANCIES FROM THE PLANS TO BE BROUGHT TO
THE AT1>=NTiON 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 DRAiNNGS 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 SE( 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 DEIGN
SPEORGAl10NS FOR WOOD CONSTRUCTi(XV" BY THE NATIONAL FOREST PRODUCT ASSOOAl10N.
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, HAivD 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 NflTID OTHERWISE ON PLANS. ALL HEADER MATERIAL TO
BE SOUTHERN 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 4N 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 91ALL BE OFFSET AT LEAST 4'-0°. STRUCTURAL
DOUBLE PLATES TO BE NAILED AT 6" D.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 NhLS CONNECTING WOOD MEMBERS SHALL NOT BE LESS THAN THOSE
SPECIFIED IN TABLE 2304.9.1 (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.
14. 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 INSTALLAIiOJ.
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 ER. ITEM.
8. INSTALL ALL SPECIFIED FASTENERS AT EACH CONNECTOR. REFER TO CONNECTS 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 - 144
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
GENERAL NOTES
1. DOORS BETWEEN GARAGE AND LIVING SPA( MALL BE MINIMUM 1 3/8' THICK SOLID CORE
WORD ODORS, 1 3/8' SOLID DR 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 (FILINGS SEPARATING THE
DWELL{N FROM THE GARAGE SHALL BE CONSTRUCTED 4F A MINIMUM N0. 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
1
1
1
1
ry
ry
cn
i
1
i
1
LATEST REVISION
DATE TO MASTER:
07-01-12
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DO NOT SCALE PRINTS!
CONSTRUC114N SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO M/i
HOMES FOR CLARIFI
WOOD HEADER BTWN. WDWS, OR WDW./DOOR
i. MAXIMUM DESIGN PRESSURE 48.6 PSF FOR ANY DOOR OR WDW.
2. INSTALL WOW. 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) i0d 2x4 BLKG. AT 24" O.C.
AT EA. TRUSS OR BLKG. (2) 10d AT EA. 2x4
2x4 AT 24" O.C. 2x6 OR 2x8
2x4 P.T. CONT. W/ 10d AT 12" O.C.
3/16" x 3" MIN. MASONRY 20 P.T. W/
SCREWS AT 16" O.C.--b..3/16' x 3" MIN.
MASONRY SCREWS
O.S.B. SHEATHING AT 24" O.C.
W/ 8d AT 6" O, 10d AT 12" O.C. 2x4 P.T. W/ (2)10d C.
(2)1Od AT EA. 2x4 2x6 OR 2x8 CONT. HARD CASE SPIRAL BLCONAMB
NAILS AT 24" O.C.
HEAD JAMB
POCKET SGD HEAD/JAMB DETAIL
LOCATIONS WHERE POCKET SGD TRACK IS OUTSIDE BLOCK WALL OPNG.
20 P.T. - ATTACH
W/ 1/4"x3" MASONRY SCREW
6" MAX. (1 1/4r MIN. EMBED.) 6" MAX.
SIMPSON SP1
AT 16" O.C.
Z
CD
W Li U
p O
Ln X=
(2) 2x4 @ QCD F-
CD
CDEACH END a =
<n p U
Cl-
QQ�
0 2x4 ® C
16' O.C. X CD
�m
SIMPSON SPI
AT 16" O.C.-
X
- BLOCK OPENING
ALL BLK. CELLS ABV. LINTEL
TO BE CONC. FILLED
PRECAST LINTEL PER PLAN
ACROSS OPNG,
2x6 P.T. FROM BOT. OF LINTEL TO
TOP OF WALL - CENTER ON OPNG.
FASTEN TO BLOCK W/ i/2' J -BOLT
W/ 2" SQ. WASHER
�1 t
2x6 OR 2x4 P.T. W/ CONC. NAILS AT
12" O.C. ACROSS TOP OF OPNG. o
EXTEND JAMB 14" MIN. 4" MIN. d
ABV. OPNG. EDGE
\2x6 P.T. BUCK AT GARAGE DOOR JAMBS DIST.
FASTEN TO BLOCK W/ 1/2° DIA. X 6" J -BOLTS o
OR 5" X6" 'REDHEAD' TYPE EXPAN90N BOLTS m
AT k O.C. MAX. W 2- SQ. WASHERS
AT EA. SIDE OF OPNG.
GARAGE DOOR MASONRY OPENING
GARAGE DOOR DETAIL
X \
cim
o \
a
N �
2x4 P.T. FURRING z
ATTACH TO BLK.
W/ 1/4"x3" MASONRY cq _ o
SC
(1 REW 1/4" MIN, EMBED.) O.S.B. SHEATHING W/ 8d W
• NAILS ® 6" O.C. EDGE),
12 O.C. (FIELD)
20 STUDS
x
16' D.G.
6' 2x4 P.T. - ATTACH 6" WALL STBK. PER
PKT. SGD. MANUF.
MAX. W/ 1/4"0" TAPCONS MAX.
(1 1/4' MIN. EMBED.)
WALL ELEVATION JAMB / HEAD DETAIL
FRAME WALL AT POCKET SGD BLOCK OPENING
LOCATIONS WHERE POCKET SGD TRACK IS BELOW PRECAST LINTEL
BLOCK JAMB/HEAD
2x4 P.T FURRING
SCREW"
(1M-1/4'RMIN,
EMBED)
10d NAILS @ 6' O.C.
2x4 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.
1 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.
a 3 2�2 3
1
QINALKa
2 1 22 1 2
2 HIP ROOF 7 < 8 <=== 27
DESIGN WIND LOAD PRESSURE (PSF) -EXPOSURE "C"
LOCATION ZONE COMPONENT EFFECTIVE AREA
1fl 45 2D 30 4Q 50 b0 70 $0 9fl 100
ROOF ] .159 ar -269 +16.1 a: -25.4 +1&0 or -26.1 +16.0 or -25.] +26.0 or -25.4 +16.0 or -25.1 +26.0 or -249 +16A or -24.8 +16.0 ar -24.6 160-24.5 +16.0 or -24A
ROOF 2 +16.9 or -46.7 +16.1 or -44.6 +16.0 or +15.0 or -40.8 x16.0 ar-39.2 +16.0 or -381 +26.0 or -371 +16.0 ar-35.3 +16,0 o, -35-5 +16.0 or -34.9 +16.0-343
ROOF 3 +269 or -69.1 +i6.1 or -66.5 +1E.0 or -64.6 +16.0 or -62.0 +15.0 ar -60.1 +16.0 or -58.7 +16.0-575 +16.0 cr -56.5 +16.0 nr 55.7 +36-0 or -549 +16.0 or -54.2
WALL 4 +29A or -31.8 +28.6 or -31.1 +28.0 or -30.5 +27.3 or -29.7 +26,7 or -29.2 +25.3 or -28.8 +25.9 ar-28.4 +25.5 or -28.1 +25.4 or -27,9 +25.2 or -27-7 +25Aar-27.5
WALL 5 +29.G or -39.3 +28,6 or -37.6 +2&0 ar -36.7 +27.3 or
-36.1 +26.7 ar -34.0 +26.3 or -33.2 +25.9 or -325 +-25.6 or -33.9 +25.4 or -31.4 +25.2 or --30.9 +25.0 or -30.5
9'xT GARAGE DOOR +25-Gor-z8.3
16'xT GARAGE DOOR +24.G or -265
2 - 2x4 OR DBL 1x4 BUCK - CONNECT SECTION
EA. TO BLOCK W/ 3/16"x3' TAPCON (t A -A
1/4' MiN. EMBEDMENT INTO BLK.)
BLOCK HEADER SOLID BLKG. AT TOP BTWN. 4'- 1'-4'
ARCH BLKG. &BUCK MAX.
2x4 45d DIAGONAL
BRACE(S)
"x3' TAPCOJS AV <-
2x4 45d DIAGONAL
BUILT UP PLWD. OR / " BRACE AT EA. FACE
MASONITE BUCK -SCRIBE ARCH PANEL 4 t0d NAILS INTO EA.
BACKSIDE TO FiT ARCH= () OF ARCH W� �2�10d
CONNECT W/ $d NAILS 2z4 BRACE/BLKG. NAILS AT € . D
INSTALL NOW. SCREW ANCHOR 2x4 SOLID BLKG. (FULL WIDTH � WALL) PROVIDE TAPCON
INTO ARCH BLKG. PER BTWN. OSB ARCH FACES W/ (2)10d NAILS 4N1HIN 4' MIN. OF
INSTALLATION DETAILS THRU OSB INTO EA. 2x4 BRACE
_ _START OF ARCH _
SECTION A -A
PROVIDE TAPCON PER WOW. INSTALLATION 4' MAX. RAD.
DETAILS OR THRU 11 j2" 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 - 2z4 OR DBL. 1x4 BUCK - SECTION
CONNECT EA. TO BLOCK W/ 3/16"0" B -B
BLOCK HEADER TAPCON (1 1/4' MIN. EMBEDMENT INTO
PROVIDE 2x4 DIAL. BRACE SOLID BLKG. AT TOP
8d NAILS AT 8" O.C.
AT BUCK
3/16
BTWN.
BTWN. VERT. BRACES WHEN HT ARCH BLKG, & BUCK
OF BRACE EXCEEDS 24' MAX. PROVIDE 2) MIN.
TAPCON r�T EA. SIDE
24 VERT. 8d NAILS AT 8' O.C. BUCK- (1) WITHIN 4"
BRACE(S) AT BUCK MIN. OF START OF
ARCH
BUILT UP PLWD. OR 7/16' OSB
MASONITE BUCK -SCRIBE ARCH PANEL START OF ARCH_
BACKSIDE TO FIT ARCH- EQ. EQ. - - - 4' MAX. RAD.
CONNECT W/ 8d NAILS
20 VERT. AT EA. FACE OF ARCH
INSTALL WDW. SCREW ANCHOR W/ (3)IOd 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. 20
FRAME ELLIPSE ARCH TOP DETAIL
BLOCK OPNG. SHOWN FRAME OPNG. SIMILAR (NO BUCK REQ'D. WHEN NO PLYWD. JOINT AT JAMBS)
�.`
° B
°• P •v O e
4
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 WI
NDOW ALL AT
LOCATIONS WHERE SILL IS LESS
THAN 2'-0" ABOVE TOP OF SLAB)
2'
MAX.
OVERHANGING BLOCK REPAIR DETAIL
MAXIMUM WALL HT 1140 MPH / EXP C 1 RISK GAT. fl
SIZE/SPECIES SPACING MAXIMUM HEIGHT
2x4 SPF 16° OC 8'4
2x4 SPF 12' OC 9'-0°
2x4 SPF 16' OC 9'-4"
2x4 SPF 12" OC 10'-0"
2x6 SPF 16° OC 12'-4"
26 SPF 12° OC 13'-0"
20 SPF 16" OC 14'-0"
26 SPF 12' OC 15-0"
NOTE: HEIGHTS SHOWN IN THIS TABLE ARE BASED ON STUDS BEING ATTACHED
TO 1/2 MINIMUM OSB SHEATHING iMTH 8d MIN NAILS ®12° OC
INTERMEDIATE SUPPORTS AND 6" OC AT PERIMETER AND 4" OC 0
CORNER STUDS. SHEATHING TO BE CONTINUOUS
OVER 3 OR MORE STUDS.
TAPCON INSTALLATION ANCHOR CHART
FOR BLOCK OPNGS. W/ BUCKS. 1 1/2" THICK OR GREATER
WIDTH WIDTH WIDTH WIDTH
D FEF D D E D D E D 24" 0. C. 8"
MAX. MAX.
A 8„ A 8" A �
- C MAX. C MAX. C
B B J B _�
= C WOW. C WOW. � WOW. C SGD OR
OPNG. OPNG. OPNG.
A A A � � ¢ EXT. DOOR
SILL /MULL SILL /MULL OPNG.
SINGLE WOW, OR MULTIPLE SIDE
STACKED WOW. BY SIDE WOWS.
W/ MULL BTWN. ® Wl MULL BTWN. ® � Q
WOW. OPNG. LOCATIONS WDW. OPNG. LOCATIONS �
HEIGHT IN HEAD �1 WIDTH IN HEAD (D
UP TO 40" A UP TO 40" D EXTERIOR DOOR
40.01" TO 60" A , B 40
.01" TO 60" D , E OPENINGS
60.01" TO 80" A , C 60.01" TO 80" D , F
80.01" TO 100" A , B , C 80.01" TO 100" D , E , F
1. LOCATIONS PER INDIVIDUAL WOW. OPNG
DiMENSfON NOT MULLED WOW. OPNG. DIMENSION
2. MAXIMUM ALLOWABLE SPACING BTWN. TAPCON ANCHORS TO BE 24" O.C.
2x HDR. PLATE OR
EXTERIOR WD. HDR.
SHEATHING 2 LAYERS OF 7/16" O.S.B. OR
(i) LAYER OF 3/4' PLYWD.
CONNECT W/ {2)8d NAILS AT
16" O.C.
BUILT UP WOOD HDR. OR
2x 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 WDW./[l0(Xi PER
MANUF. SPECIIFFICRTIONS
SILL 1 JAMB 1 HEAD
FRAME WALL OPNG.
WDW./DOOR
DETAILS
TAPCON PER 1 3/4"
SCHEDULE MIN.
� X
M �
EXT. FACE (2)1Dd 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 z 2 1/2" AT 24°
2" THICK OR MORE O.C. FOR BUCK BUILT UP
BUILT UP BUCK DETAIL 21/2" THIO( OR MORE
THICKNESS 11/2" OR GREATER
PRECAST CONC. MIN. 2 1/2" WIDE BUCK -
LINTEL ABV. OPNG. .MAXIMUM 2 3/4" BUILT UP
OR CMU JAMB THICKNESS - CONNECT W/
CAULK BTWN. 3/16" DIA. TAPCONS.
BUCK /BLOCK TAPCON LENGTH MUST BE
SUFFICIENT TO ACHIEVE MIN.
CEMENT FINISH � 1 1/4" EMBEDMENT INTO
ODER BLOCK BLOCK JAMB /HERD
INSTALL WOW./DOOR SCREW DRYWALL
ANCHOR INTO BUCK PER
INSTALLATION DETAILS
HEAD/JAMB FOR BUCK
THICKNESS 1112" OR GREATER
INSTALL WDW./DOOR TAPCON
PRECAST CONC. ANCHOR INTO BLOCK PER
LINTEL ABV. OPNG. INSTALLATION DETAILS
OR CMU JAMB
CAULK BTWN. MIN. 2 1/2' WIDE BUCK -
MAXIMUM BUILT UP
BUCK % BLK THICKNESS MUST BE LESS
THAN 1 1/2' CONNECT W/
CEMENT FINISH SPIRAL NAILS AT 16" O.G.
OVER BLOCK DRYWALL
HEAD/JAMB FOR BUCK
THICKNESS LESS THAN 11121"
CEMENT FINISH ATTACH WDW./DOOR
PER
OVER BLOCK MANUF. SPEOFlCR110NS
PRECAST
CONC. SILL �
I SILL '
BLOCK WALL OPNG,
WDW./DOOR
BUCK DETAILS
ALL EXTERIOR WINDOWS AND DOORS SHALL HAVE MEET PRESSURES IN
CHART- EXPOSURE "C"
FASTENER SCHEDULE FOR
BUILT UP STUD COLUMNS
VERTICAL SPACING OF FASTENERS AT 8' O.C.
STAGGERED UNLESS OTHERWISE NOTED. THIRD AND
FOURTH PLIES SHALL BE ADDED TO EITHER SIDE OF
2 -PLY COMPOSITE POST. MINIMUM END DISTANCE SHALL
BE 2 1/2' AND MINIMUM EDGE DISTANCE SHALL BE t".
STUD # OF NAILS NUMBER OF PLYS
SIZE PER RDW (2) PLYS (3) PLYS (4) PLYS
20 (t) 10d x A. 10d x 31 10d X A. OR
1/2" DIAM.
BST 0 16° O.C.
26 (2) 10d x A. i Qd x A. 10d X A. OR
1/2° DIAM.BOLT
0 16' D.C.
2x$ (2) tOd x 31 1 O x A. i0d X A. OR
1/2" DIA. BOLT
0 16" D.G.
IN LIEU OF
NAILS, MEMBERS MAY BE BOLTED TOGETHER.
WITH 1/2' DIAM. THRU-BOLTS AT 16" O.G. 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
HEADER LOAD HEADER SIZE
CONDITION (2)2x6 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 FLOC ONLY 3'-6' 2 4'-5" 2 5-5" 2 6'-3" 2
2nd FLOOR &ROOF 3'-0' 2 4'-8" 2 5
-5" 3 ON
"NJ" =MINIMUM NUMBER OF JACK STUDS REQ'D. AT EA. END UNLESS
OTHERWISE NOTED THE PLAN
ALL STRUCTURAL HEADERS TO BE #2
4R BETTER S.Y.P.
ALL NON-STRUCTURAL HEADERS HEM -FIR OR S -P -F OR BETTER
CONSTRUCTION NOTES
L .APPLICABLE CODES:
- FLOR
IDA BUILDING CODE 2410 -RESIDENTIAL=Jz E-=
- NATIONAL ELECTRICAL CODE REQUIREMENTS FOR ONE AND TWO FAMILY DWELINGS, NFPA
70A; 2007.
- FLORIDA FIRE PREVENTION CODE - F.F.P.C. 2010
2. SUBCONTRACTORS 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 TERMIIICIDE. THE BORA-CARE
TERMITIODE 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 DEIGNED BASED ON PRESUMPTIVE SAFE ALLOWABLE BEARING PRESSURE OF 2000
PSF. CONTRACTOR MALL VERIFY THAT THE MINIMUM BEARING PRESSURE OF 2000 PSF IS
OBTAINED PRIOR TO FOOTING PLACEMENT.
2. FOOTING MALL 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 1TiE 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
44.
3. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE 4NTH THE LATEST EDITION OF ASTM A185.
CONCRETE MASONRY NOTES
1. CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE NTH A.C.I. 530/ASCE 5/TMS 402.
2. CONCRETE MASONRY .UNITS SHALL BE 1N 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 MASONRRY 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 BRC. EA. END U.N.O. (4' MIN. BEARING
REQ'D.)
PRE-ENGINEERED: WOOD TRUSSES
L ALL TRUSSES SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE "NATIONAL DESIGN
SP€CIFICATONS FOR STRESS -MADE 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 DEVATIONS OR DISCREPANCIES FROM THE PLANS TO BE BROUGHT TO
THE AT1>=NTiON 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 DRAiNNGS 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 SE( 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 DEIGN
SPEORGAl10NS FOR WOOD CONSTRUCTi(XV" BY THE NATIONAL FOREST PRODUCT ASSOOAl10N.
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, HAivD 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 NflTID OTHERWISE ON PLANS. ALL HEADER MATERIAL TO
BE SOUTHERN 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 4N 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 91ALL BE OFFSET AT LEAST 4'-0°. STRUCTURAL
DOUBLE PLATES TO BE NAILED AT 6" D.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 NhLS CONNECTING WOOD MEMBERS SHALL NOT BE LESS THAN THOSE
SPECIFIED IN TABLE 2304.9.1 (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.
14. 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 INSTALLAIiOJ.
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 ER. ITEM.
8. INSTALL ALL SPECIFIED FASTENERS AT EACH CONNECTOR. REFER TO CONNECTS 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 - 144
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
GENERAL NOTES
1. DOORS BETWEEN GARAGE AND LIVING SPA( MALL BE MINIMUM 1 3/8' THICK SOLID CORE
WORD ODORS, 1 3/8' SOLID DR 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 (FILINGS SEPARATING THE
DWELL{N FROM THE GARAGE SHALL BE CONSTRUCTED 4F A MINIMUM N0. 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
1
1
1
1
ry
ry
cn
i
1
i
1
LATEST REVISION
DATE TO MASTER:
07-01-12
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CONSTRUC114N SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO M/i
HOMES FOR CLARIFI
20 P.T. - ATTACH
W/ 1/4"x3" MASONRY SCREW
6" MAX. (1 1/4r MIN. EMBED.) 6" MAX.
SIMPSON SP1
AT 16" O.C.
Z
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0 2x4 ® C
16' O.C. X CD
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SIMPSON SPI
AT 16" O.C.-
X
- BLOCK OPENING
ALL BLK. CELLS ABV. LINTEL
TO BE CONC. FILLED
PRECAST LINTEL PER PLAN
ACROSS OPNG,
2x6 P.T. FROM BOT. OF LINTEL TO
TOP OF WALL - CENTER ON OPNG.
FASTEN TO BLOCK W/ i/2' J -BOLT
W/ 2" SQ. WASHER
�1 t
2x6 OR 2x4 P.T. W/ CONC. NAILS AT
12" O.C. ACROSS TOP OF OPNG. o
EXTEND JAMB 14" MIN. 4" MIN. d
ABV. OPNG. EDGE
\2x6 P.T. BUCK AT GARAGE DOOR JAMBS DIST.
FASTEN TO BLOCK W/ 1/2° DIA. X 6" J -BOLTS o
OR 5" X6" 'REDHEAD' TYPE EXPAN90N BOLTS m
AT k O.C. MAX. W 2- SQ. WASHERS
AT EA. SIDE OF OPNG.
GARAGE DOOR MASONRY OPENING
GARAGE DOOR DETAIL
X \
cim
o \
a
N �
2x4 P.T. FURRING z
ATTACH TO BLK.
W/ 1/4"x3" MASONRY cq _ o
SC
(1 REW 1/4" MIN, EMBED.) O.S.B. SHEATHING W/ 8d W
• NAILS ® 6" O.C. EDGE),
12 O.C. (FIELD)
20 STUDS
x
16' D.G.
6' 2x4 P.T. - ATTACH 6" WALL STBK. PER
PKT. SGD. MANUF.
MAX. W/ 1/4"0" TAPCONS MAX.
(1 1/4' MIN. EMBED.)
WALL ELEVATION JAMB / HEAD DETAIL
FRAME WALL AT POCKET SGD BLOCK OPENING
LOCATIONS WHERE POCKET SGD TRACK IS BELOW PRECAST LINTEL
BLOCK JAMB/HEAD
2x4 P.T FURRING
SCREW"
(1M-1/4'RMIN,
EMBED)
10d NAILS @ 6' O.C.
2x4 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.
1 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.
a 3 2�2 3
1
QINALKa
2 1 22 1 2
2 HIP ROOF 7 < 8 <=== 27
DESIGN WIND LOAD PRESSURE (PSF) -EXPOSURE "C"
LOCATION ZONE COMPONENT EFFECTIVE AREA
1fl 45 2D 30 4Q 50 b0 70 $0 9fl 100
ROOF ] .159 ar -269 +16.1 a: -25.4 +1&0 or -26.1 +16.0 or -25.] +26.0 or -25.4 +16.0 or -25.1 +26.0 or -249 +16A or -24.8 +16.0 ar -24.6 160-24.5 +16.0 or -24A
ROOF 2 +16.9 or -46.7 +16.1 or -44.6 +16.0 or +15.0 or -40.8 x16.0 ar-39.2 +16.0 or -381 +26.0 or -371 +16.0 ar-35.3 +16,0 o, -35-5 +16.0 or -34.9 +16.0-343
ROOF 3 +269 or -69.1 +i6.1 or -66.5 +1E.0 or -64.6 +16.0 or -62.0 +15.0 ar -60.1 +16.0 or -58.7 +16.0-575 +16.0 cr -56.5 +16.0 nr 55.7 +36-0 or -549 +16.0 or -54.2
WALL 4 +29A or -31.8 +28.6 or -31.1 +28.0 or -30.5 +27.3 or -29.7 +26,7 or -29.2 +25.3 or -28.8 +25.9 ar-28.4 +25.5 or -28.1 +25.4 or -27,9 +25.2 or -27-7 +25Aar-27.5
WALL 5 +29.G or -39.3 +28,6 or -37.6 +2&0 ar -36.7 +27.3 or
-36.1 +26.7 ar -34.0 +26.3 or -33.2 +25.9 or -325 +-25.6 or -33.9 +25.4 or -31.4 +25.2 or --30.9 +25.0 or -30.5
9'xT GARAGE DOOR +25-Gor-z8.3
16'xT GARAGE DOOR +24.G or -265
2 - 2x4 OR DBL 1x4 BUCK - CONNECT SECTION
EA. TO BLOCK W/ 3/16"x3' TAPCON (t A -A
1/4' MiN. EMBEDMENT INTO BLK.)
BLOCK HEADER SOLID BLKG. AT TOP BTWN. 4'- 1'-4'
ARCH BLKG. &BUCK MAX.
2x4 45d DIAGONAL
BRACE(S)
"x3' TAPCOJS AV <-
2x4 45d DIAGONAL
BUILT UP PLWD. OR / " BRACE AT EA. FACE
MASONITE BUCK -SCRIBE ARCH PANEL 4 t0d NAILS INTO EA.
BACKSIDE TO FiT ARCH= () OF ARCH W� �2�10d
CONNECT W/ $d NAILS 2z4 BRACE/BLKG. NAILS AT € . D
INSTALL NOW. SCREW ANCHOR 2x4 SOLID BLKG. (FULL WIDTH � WALL) PROVIDE TAPCON
INTO ARCH BLKG. PER BTWN. OSB ARCH FACES W/ (2)10d NAILS 4N1HIN 4' MIN. OF
INSTALLATION DETAILS THRU OSB INTO EA. 2x4 BRACE
_ _START OF ARCH _
SECTION A -A
PROVIDE TAPCON PER WOW. INSTALLATION 4' MAX. RAD.
DETAILS OR THRU 11 j2" 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 - 2z4 OR DBL. 1x4 BUCK - SECTION
CONNECT EA. TO BLOCK W/ 3/16"0" B -B
BLOCK HEADER TAPCON (1 1/4' MIN. EMBEDMENT INTO
PROVIDE 2x4 DIAL. BRACE SOLID BLKG. AT TOP
8d NAILS AT 8" O.C.
AT BUCK
3/16
BTWN.
BTWN. VERT. BRACES WHEN HT ARCH BLKG, & BUCK
OF BRACE EXCEEDS 24' MAX. PROVIDE 2) MIN.
TAPCON r�T EA. SIDE
24 VERT. 8d NAILS AT 8' O.C. BUCK- (1) WITHIN 4"
BRACE(S) AT BUCK MIN. OF START OF
ARCH
BUILT UP PLWD. OR 7/16' OSB
MASONITE BUCK -SCRIBE ARCH PANEL START OF ARCH_
BACKSIDE TO FIT ARCH- EQ. EQ. - - - 4' MAX. RAD.
CONNECT W/ 8d NAILS
20 VERT. AT EA. FACE OF ARCH
INSTALL WDW. SCREW ANCHOR W/ (3)IOd 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. 20
FRAME ELLIPSE ARCH TOP DETAIL
BLOCK OPNG. SHOWN FRAME OPNG. SIMILAR (NO BUCK REQ'D. WHEN NO PLYWD. JOINT AT JAMBS)
�.`
° B
°• P •v O e
4
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 WI
NDOW ALL AT
LOCATIONS WHERE SILL IS LESS
THAN 2'-0" ABOVE TOP OF SLAB)
2'
MAX.
OVERHANGING BLOCK REPAIR DETAIL
MAXIMUM WALL HT 1140 MPH / EXP C 1 RISK GAT. fl
SIZE/SPECIES SPACING MAXIMUM HEIGHT
2x4 SPF 16° OC 8'4
2x4 SPF 12' OC 9'-0°
2x4 SPF 16' OC 9'-4"
2x4 SPF 12" OC 10'-0"
2x6 SPF 16° OC 12'-4"
26 SPF 12° OC 13'-0"
20 SPF 16" OC 14'-0"
26 SPF 12' OC 15-0"
NOTE: HEIGHTS SHOWN IN THIS TABLE ARE BASED ON STUDS BEING ATTACHED
TO 1/2 MINIMUM OSB SHEATHING iMTH 8d MIN NAILS ®12° OC
INTERMEDIATE SUPPORTS AND 6" OC AT PERIMETER AND 4" OC 0
CORNER STUDS. SHEATHING TO BE CONTINUOUS
OVER 3 OR MORE STUDS.
TAPCON INSTALLATION ANCHOR CHART
FOR BLOCK OPNGS. W/ BUCKS. 1 1/2" THICK OR GREATER
WIDTH WIDTH WIDTH WIDTH
D FEF D D E D D E D 24" 0. C. 8"
MAX. MAX.
A 8„ A 8" A �
- C MAX. C MAX. C
B B J B _�
= C WOW. C WOW. � WOW. C SGD OR
OPNG. OPNG. OPNG.
A A A � � ¢ EXT. DOOR
SILL /MULL SILL /MULL OPNG.
SINGLE WOW, OR MULTIPLE SIDE
STACKED WOW. BY SIDE WOWS.
W/ MULL BTWN. ® Wl MULL BTWN. ® � Q
WOW. OPNG. LOCATIONS WDW. OPNG. LOCATIONS �
HEIGHT IN HEAD �1 WIDTH IN HEAD (D
UP TO 40" A UP TO 40" D EXTERIOR DOOR
40.01" TO 60" A , B 40
.01" TO 60" D , E OPENINGS
60.01" TO 80" A , C 60.01" TO 80" D , F
80.01" TO 100" A , B , C 80.01" TO 100" D , E , F
1. LOCATIONS PER INDIVIDUAL WOW. OPNG
DiMENSfON NOT MULLED WOW. OPNG. DIMENSION
2. MAXIMUM ALLOWABLE SPACING BTWN. TAPCON ANCHORS TO BE 24" O.C.
2x HDR. PLATE OR
EXTERIOR WD. HDR.
SHEATHING 2 LAYERS OF 7/16" O.S.B. OR
(i) LAYER OF 3/4' PLYWD.
CONNECT W/ {2)8d NAILS AT
16" O.C.
BUILT UP WOOD HDR. OR
2x 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 WDW./[l0(Xi PER
MANUF. SPECIIFFICRTIONS
SILL 1 JAMB 1 HEAD
FRAME WALL OPNG.
WDW./DOOR
DETAILS
TAPCON PER 1 3/4"
SCHEDULE MIN.
� X
M �
EXT. FACE (2)1Dd 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 z 2 1/2" AT 24°
2" THICK OR MORE O.C. FOR BUCK BUILT UP
BUILT UP BUCK DETAIL 21/2" THIO( OR MORE
THICKNESS 11/2" OR GREATER
PRECAST CONC. MIN. 2 1/2" WIDE BUCK -
LINTEL ABV. OPNG. .MAXIMUM 2 3/4" BUILT UP
OR CMU JAMB THICKNESS - CONNECT W/
CAULK BTWN. 3/16" DIA. TAPCONS.
BUCK /BLOCK TAPCON LENGTH MUST BE
SUFFICIENT TO ACHIEVE MIN.
CEMENT FINISH � 1 1/4" EMBEDMENT INTO
ODER BLOCK BLOCK JAMB /HERD
INSTALL WOW./DOOR SCREW DRYWALL
ANCHOR INTO BUCK PER
INSTALLATION DETAILS
HEAD/JAMB FOR BUCK
THICKNESS 1112" OR GREATER
INSTALL WDW./DOOR TAPCON
PRECAST CONC. ANCHOR INTO BLOCK PER
LINTEL ABV. OPNG. INSTALLATION DETAILS
OR CMU JAMB
CAULK BTWN. MIN. 2 1/2' WIDE BUCK -
MAXIMUM BUILT UP
BUCK % BLK THICKNESS MUST BE LESS
THAN 1 1/2' CONNECT W/
CEMENT FINISH SPIRAL NAILS AT 16" O.G.
OVER BLOCK DRYWALL
HEAD/JAMB FOR BUCK
THICKNESS LESS THAN 11121"
CEMENT FINISH ATTACH WDW./DOOR
PER
OVER BLOCK MANUF. SPEOFlCR110NS
PRECAST
CONC. SILL �
I SILL '
BLOCK WALL OPNG,
WDW./DOOR
BUCK DETAILS
ALL EXTERIOR WINDOWS AND DOORS SHALL HAVE MEET PRESSURES IN
CHART- EXPOSURE "C"
FASTENER SCHEDULE FOR
BUILT UP STUD COLUMNS
VERTICAL SPACING OF FASTENERS AT 8' O.C.
STAGGERED UNLESS OTHERWISE NOTED. THIRD AND
FOURTH PLIES SHALL BE ADDED TO EITHER SIDE OF
2 -PLY COMPOSITE POST. MINIMUM END DISTANCE SHALL
BE 2 1/2' AND MINIMUM EDGE DISTANCE SHALL BE t".
STUD # OF NAILS NUMBER OF PLYS
SIZE PER RDW (2) PLYS (3) PLYS (4) PLYS
20 (t) 10d x A. 10d x 31 10d X A. OR
1/2" DIAM.
BST 0 16° O.C.
26 (2) 10d x A. i Qd x A. 10d X A. OR
1/2° DIAM.BOLT
0 16' D.C.
2x$ (2) tOd x 31 1 O x A. i0d X A. OR
1/2" DIA. BOLT
0 16" D.G.
IN LIEU OF
NAILS, MEMBERS MAY BE BOLTED TOGETHER.
WITH 1/2' DIAM. THRU-BOLTS AT 16" O.G. 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
HEADER LOAD HEADER SIZE
CONDITION (2)2x6 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 FLOC ONLY 3'-6' 2 4'-5" 2 5-5" 2 6'-3" 2
2nd FLOOR &ROOF 3'-0' 2 4'-8" 2 5
-5" 3 ON
"NJ" =MINIMUM NUMBER OF JACK STUDS REQ'D. AT EA. END UNLESS
OTHERWISE NOTED THE PLAN
ALL STRUCTURAL HEADERS TO BE #2
4R BETTER S.Y.P.
ALL NON-STRUCTURAL HEADERS HEM -FIR OR S -P -F OR BETTER
CONSTRUCTION NOTES
L .APPLICABLE CODES:
- FLOR
IDA BUILDING CODE 2410 -RESIDENTIAL=Jz E-=
- NATIONAL ELECTRICAL CODE REQUIREMENTS FOR ONE AND TWO FAMILY DWELINGS, NFPA
70A; 2007.
- FLORIDA FIRE PREVENTION CODE - F.F.P.C. 2010
2. SUBCONTRACTORS 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 TERMIIICIDE. THE BORA-CARE
TERMITIODE 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 DEIGNED BASED ON PRESUMPTIVE SAFE ALLOWABLE BEARING PRESSURE OF 2000
PSF. CONTRACTOR MALL VERIFY THAT THE MINIMUM BEARING PRESSURE OF 2000 PSF IS
OBTAINED PRIOR TO FOOTING PLACEMENT.
2. FOOTING MALL 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 1TiE 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
44.
3. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE 4NTH THE LATEST EDITION OF ASTM A185.
CONCRETE MASONRY NOTES
1. CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE NTH A.C.I. 530/ASCE 5/TMS 402.
2. CONCRETE MASONRY .UNITS SHALL BE 1N 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 MASONRRY 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 BRC. EA. END U.N.O. (4' MIN. BEARING
REQ'D.)
PRE-ENGINEERED: WOOD TRUSSES
L ALL TRUSSES SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE "NATIONAL DESIGN
SP€CIFICATONS FOR STRESS -MADE 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 DEVATIONS OR DISCREPANCIES FROM THE PLANS TO BE BROUGHT TO
THE AT1>=NTiON 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 DRAiNNGS 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 SE( 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 DEIGN
SPEORGAl10NS FOR WOOD CONSTRUCTi(XV" BY THE NATIONAL FOREST PRODUCT ASSOOAl10N.
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, HAivD 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 NflTID OTHERWISE ON PLANS. ALL HEADER MATERIAL TO
BE SOUTHERN 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 4N 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 91ALL BE OFFSET AT LEAST 4'-0°. STRUCTURAL
DOUBLE PLATES TO BE NAILED AT 6" D.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 NhLS CONNECTING WOOD MEMBERS SHALL NOT BE LESS THAN THOSE
SPECIFIED IN TABLE 2304.9.1 (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.
14. 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 INSTALLAIiOJ.
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 ER. ITEM.
8. INSTALL ALL SPECIFIED FASTENERS AT EACH CONNECTOR. REFER TO CONNECTS 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 - 144
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
GENERAL NOTES
1. DOORS BETWEEN GARAGE AND LIVING SPA( MALL BE MINIMUM 1 3/8' THICK SOLID CORE
WORD ODORS, 1 3/8' SOLID DR 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 (FILINGS SEPARATING THE
DWELL{N FROM THE GARAGE SHALL BE CONSTRUCTED 4F A MINIMUM N0. 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
1
1
1
1
ry
ry
cn
i
1
i
1
LATEST REVISION
DATE TO MASTER:
07-01-12
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DO NOT SCALE PRINTS!
CONSTRUC114N SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO M/i
HOMES FOR CLARIFI
SIMPSON SPI
AT 16" O.C.-
X
- BLOCK OPENING
ALL BLK. CELLS ABV. LINTEL
TO BE CONC. FILLED
PRECAST LINTEL PER PLAN
ACROSS OPNG,
2x6 P.T. FROM BOT. OF LINTEL TO
TOP OF WALL - CENTER ON OPNG.
FASTEN TO BLOCK W/ i/2' J -BOLT
W/ 2" SQ. WASHER
�1 t
2x6 OR 2x4 P.T. W/ CONC. NAILS AT
12" O.C. ACROSS TOP OF OPNG. o
EXTEND JAMB 14" MIN. 4" MIN. d
ABV. OPNG. EDGE
\2x6 P.T. BUCK AT GARAGE DOOR JAMBS DIST.
FASTEN TO BLOCK W/ 1/2° DIA. X 6" J -BOLTS o
OR 5" X6" 'REDHEAD' TYPE EXPAN90N BOLTS m
AT k O.C. MAX. W 2- SQ. WASHERS
AT EA. SIDE OF OPNG.
GARAGE DOOR MASONRY OPENING
GARAGE DOOR DETAIL
X \
cim
o \
a
N �
2x4 P.T. FURRING z
ATTACH TO BLK.
W/ 1/4"x3" MASONRY cq _ o
SC
(1 REW 1/4" MIN, EMBED.) O.S.B. SHEATHING W/ 8d W
• NAILS ® 6" O.C. EDGE),
12 O.C. (FIELD)
20 STUDS
x
16' D.G.
6' 2x4 P.T. - ATTACH 6" WALL STBK. PER
PKT. SGD. MANUF.
MAX. W/ 1/4"0" TAPCONS MAX.
(1 1/4' MIN. EMBED.)
WALL ELEVATION JAMB / HEAD DETAIL
FRAME WALL AT POCKET SGD BLOCK OPENING
LOCATIONS WHERE POCKET SGD TRACK IS BELOW PRECAST LINTEL
BLOCK JAMB/HEAD
2x4 P.T FURRING
SCREW"
(1M-1/4'RMIN,
EMBED)
10d NAILS @ 6' O.C.
2x4 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.
1 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.
a 3 2�2 3
1
QINALKa
2 1 22 1 2
2 HIP ROOF 7 < 8 <=== 27
DESIGN WIND LOAD PRESSURE (PSF) -EXPOSURE "C"
LOCATION ZONE COMPONENT EFFECTIVE AREA
1fl 45 2D 30 4Q 50 b0 70 $0 9fl 100
ROOF ] .159 ar -269 +16.1 a: -25.4 +1&0 or -26.1 +16.0 or -25.] +26.0 or -25.4 +16.0 or -25.1 +26.0 or -249 +16A or -24.8 +16.0 ar -24.6 160-24.5 +16.0 or -24A
ROOF 2 +16.9 or -46.7 +16.1 or -44.6 +16.0 or +15.0 or -40.8 x16.0 ar-39.2 +16.0 or -381 +26.0 or -371 +16.0 ar-35.3 +16,0 o, -35-5 +16.0 or -34.9 +16.0-343
ROOF 3 +269 or -69.1 +i6.1 or -66.5 +1E.0 or -64.6 +16.0 or -62.0 +15.0 ar -60.1 +16.0 or -58.7 +16.0-575 +16.0 cr -56.5 +16.0 nr 55.7 +36-0 or -549 +16.0 or -54.2
WALL 4 +29A or -31.8 +28.6 or -31.1 +28.0 or -30.5 +27.3 or -29.7 +26,7 or -29.2 +25.3 or -28.8 +25.9 ar-28.4 +25.5 or -28.1 +25.4 or -27,9 +25.2 or -27-7 +25Aar-27.5
WALL 5 +29.G or -39.3 +28,6 or -37.6 +2&0 ar -36.7 +27.3 or
-36.1 +26.7 ar -34.0 +26.3 or -33.2 +25.9 or -325 +-25.6 or -33.9 +25.4 or -31.4 +25.2 or --30.9 +25.0 or -30.5
9'xT GARAGE DOOR +25-Gor-z8.3
16'xT GARAGE DOOR +24.G or -265
2 - 2x4 OR DBL 1x4 BUCK - CONNECT SECTION
EA. TO BLOCK W/ 3/16"x3' TAPCON (t A -A
1/4' MiN. EMBEDMENT INTO BLK.)
BLOCK HEADER SOLID BLKG. AT TOP BTWN. 4'- 1'-4'
ARCH BLKG. &BUCK MAX.
2x4 45d DIAGONAL
BRACE(S)
"x3' TAPCOJS AV <-
2x4 45d DIAGONAL
BUILT UP PLWD. OR / " BRACE AT EA. FACE
MASONITE BUCK -SCRIBE ARCH PANEL 4 t0d NAILS INTO EA.
BACKSIDE TO FiT ARCH= () OF ARCH W� �2�10d
CONNECT W/ $d NAILS 2z4 BRACE/BLKG. NAILS AT € . D
INSTALL NOW. SCREW ANCHOR 2x4 SOLID BLKG. (FULL WIDTH � WALL) PROVIDE TAPCON
INTO ARCH BLKG. PER BTWN. OSB ARCH FACES W/ (2)10d NAILS 4N1HIN 4' MIN. OF
INSTALLATION DETAILS THRU OSB INTO EA. 2x4 BRACE
_ _START OF ARCH _
SECTION A -A
PROVIDE TAPCON PER WOW. INSTALLATION 4' MAX. RAD.
DETAILS OR THRU 11 j2" 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 - 2z4 OR DBL. 1x4 BUCK - SECTION
CONNECT EA. TO BLOCK W/ 3/16"0" B -B
BLOCK HEADER TAPCON (1 1/4' MIN. EMBEDMENT INTO
PROVIDE 2x4 DIAL. BRACE SOLID BLKG. AT TOP
8d NAILS AT 8" O.C.
AT BUCK
3/16
BTWN.
BTWN. VERT. BRACES WHEN HT ARCH BLKG, & BUCK
OF BRACE EXCEEDS 24' MAX. PROVIDE 2) MIN.
TAPCON r�T EA. SIDE
24 VERT. 8d NAILS AT 8' O.C. BUCK- (1) WITHIN 4"
BRACE(S) AT BUCK MIN. OF START OF
ARCH
BUILT UP PLWD. OR 7/16' OSB
MASONITE BUCK -SCRIBE ARCH PANEL START OF ARCH_
BACKSIDE TO FIT ARCH- EQ. EQ. - - - 4' MAX. RAD.
CONNECT W/ 8d NAILS
20 VERT. AT EA. FACE OF ARCH
INSTALL WDW. SCREW ANCHOR W/ (3)IOd 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. 20
FRAME ELLIPSE ARCH TOP DETAIL
BLOCK OPNG. SHOWN FRAME OPNG. SIMILAR (NO BUCK REQ'D. WHEN NO PLYWD. JOINT AT JAMBS)
�.`
° B
°• P •v O e
4
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 WI
NDOW ALL AT
LOCATIONS WHERE SILL IS LESS
THAN 2'-0" ABOVE TOP OF SLAB)
2'
MAX.
OVERHANGING BLOCK REPAIR DETAIL
MAXIMUM WALL HT 1140 MPH / EXP C 1 RISK GAT. fl
SIZE/SPECIES SPACING MAXIMUM HEIGHT
2x4 SPF 16° OC 8'4
2x4 SPF 12' OC 9'-0°
2x4 SPF 16' OC 9'-4"
2x4 SPF 12" OC 10'-0"
2x6 SPF 16° OC 12'-4"
26 SPF 12° OC 13'-0"
20 SPF 16" OC 14'-0"
26 SPF 12' OC 15-0"
NOTE: HEIGHTS SHOWN IN THIS TABLE ARE BASED ON STUDS BEING ATTACHED
TO 1/2 MINIMUM OSB SHEATHING iMTH 8d MIN NAILS ®12° OC
INTERMEDIATE SUPPORTS AND 6" OC AT PERIMETER AND 4" OC 0
CORNER STUDS. SHEATHING TO BE CONTINUOUS
OVER 3 OR MORE STUDS.
TAPCON INSTALLATION ANCHOR CHART
FOR BLOCK OPNGS. W/ BUCKS. 1 1/2" THICK OR GREATER
WIDTH WIDTH WIDTH WIDTH
D FEF D D E D D E D 24" 0. C. 8"
MAX. MAX.
A 8„ A 8" A �
- C MAX. C MAX. C
B B J B _�
= C WOW. C WOW. � WOW. C SGD OR
OPNG. OPNG. OPNG.
A A A � � ¢ EXT. DOOR
SILL /MULL SILL /MULL OPNG.
SINGLE WOW, OR MULTIPLE SIDE
STACKED WOW. BY SIDE WOWS.
W/ MULL BTWN. ® Wl MULL BTWN. ® � Q
WOW. OPNG. LOCATIONS WDW. OPNG. LOCATIONS �
HEIGHT IN HEAD �1 WIDTH IN HEAD (D
UP TO 40" A UP TO 40" D EXTERIOR DOOR
40.01" TO 60" A , B 40
.01" TO 60" D , E OPENINGS
60.01" TO 80" A , C 60.01" TO 80" D , F
80.01" TO 100" A , B , C 80.01" TO 100" D , E , F
1. LOCATIONS PER INDIVIDUAL WOW. OPNG
DiMENSfON NOT MULLED WOW. OPNG. DIMENSION
2. MAXIMUM ALLOWABLE SPACING BTWN. TAPCON ANCHORS TO BE 24" O.C.
2x HDR. PLATE OR
EXTERIOR WD. HDR.
SHEATHING 2 LAYERS OF 7/16" O.S.B. OR
(i) LAYER OF 3/4' PLYWD.
CONNECT W/ {2)8d NAILS AT
16" O.C.
BUILT UP WOOD HDR. OR
2x 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 WDW./[l0(Xi PER
MANUF. SPECIIFFICRTIONS
SILL 1 JAMB 1 HEAD
FRAME WALL OPNG.
WDW./DOOR
DETAILS
TAPCON PER 1 3/4"
SCHEDULE MIN.
� X
M �
EXT. FACE (2)1Dd 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 z 2 1/2" AT 24°
2" THICK OR MORE O.C. FOR BUCK BUILT UP
BUILT UP BUCK DETAIL 21/2" THIO( OR MORE
THICKNESS 11/2" OR GREATER
PRECAST CONC. MIN. 2 1/2" WIDE BUCK -
LINTEL ABV. OPNG. .MAXIMUM 2 3/4" BUILT UP
OR CMU JAMB THICKNESS - CONNECT W/
CAULK BTWN. 3/16" DIA. TAPCONS.
BUCK /BLOCK TAPCON LENGTH MUST BE
SUFFICIENT TO ACHIEVE MIN.
CEMENT FINISH � 1 1/4" EMBEDMENT INTO
ODER BLOCK BLOCK JAMB /HERD
INSTALL WOW./DOOR SCREW DRYWALL
ANCHOR INTO BUCK PER
INSTALLATION DETAILS
HEAD/JAMB FOR BUCK
THICKNESS 1112" OR GREATER
INSTALL WDW./DOOR TAPCON
PRECAST CONC. ANCHOR INTO BLOCK PER
LINTEL ABV. OPNG. INSTALLATION DETAILS
OR CMU JAMB
CAULK BTWN. MIN. 2 1/2' WIDE BUCK -
MAXIMUM BUILT UP
BUCK % BLK THICKNESS MUST BE LESS
THAN 1 1/2' CONNECT W/
CEMENT FINISH SPIRAL NAILS AT 16" O.G.
OVER BLOCK DRYWALL
HEAD/JAMB FOR BUCK
THICKNESS LESS THAN 11121"
CEMENT FINISH ATTACH WDW./DOOR
PER
OVER BLOCK MANUF. SPEOFlCR110NS
PRECAST
CONC. SILL �
I SILL '
BLOCK WALL OPNG,
WDW./DOOR
BUCK DETAILS
ALL EXTERIOR WINDOWS AND DOORS SHALL HAVE MEET PRESSURES IN
CHART- EXPOSURE "C"
FASTENER SCHEDULE FOR
BUILT UP STUD COLUMNS
VERTICAL SPACING OF FASTENERS AT 8' O.C.
STAGGERED UNLESS OTHERWISE NOTED. THIRD AND
FOURTH PLIES SHALL BE ADDED TO EITHER SIDE OF
2 -PLY COMPOSITE POST. MINIMUM END DISTANCE SHALL
BE 2 1/2' AND MINIMUM EDGE DISTANCE SHALL BE t".
STUD # OF NAILS NUMBER OF PLYS
SIZE PER RDW (2) PLYS (3) PLYS (4) PLYS
20 (t) 10d x A. 10d x 31 10d X A. OR
1/2" DIAM.
BST 0 16° O.C.
26 (2) 10d x A. i Qd x A. 10d X A. OR
1/2° DIAM.BOLT
0 16' D.C.
2x$ (2) tOd x 31 1 O x A. i0d X A. OR
1/2" DIA. BOLT
0 16" D.G.
IN LIEU OF
NAILS, MEMBERS MAY BE BOLTED TOGETHER.
WITH 1/2' DIAM. THRU-BOLTS AT 16" O.G. 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
HEADER LOAD HEADER SIZE
CONDITION (2)2x6 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 FLOC ONLY 3'-6' 2 4'-5" 2 5-5" 2 6'-3" 2
2nd FLOOR &ROOF 3'-0' 2 4'-8" 2 5
-5" 3 ON
"NJ" =MINIMUM NUMBER OF JACK STUDS REQ'D. AT EA. END UNLESS
OTHERWISE NOTED THE PLAN
ALL STRUCTURAL HEADERS TO BE #2
4R BETTER S.Y.P.
ALL NON-STRUCTURAL HEADERS HEM -FIR OR S -P -F OR BETTER
CONSTRUCTION NOTES
L .APPLICABLE CODES:
- FLOR
IDA BUILDING CODE 2410 -RESIDENTIAL=Jz E-=
- NATIONAL ELECTRICAL CODE REQUIREMENTS FOR ONE AND TWO FAMILY DWELINGS, NFPA
70A; 2007.
- FLORIDA FIRE PREVENTION CODE - F.F.P.C. 2010
2. SUBCONTRACTORS 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 TERMIIICIDE. THE BORA-CARE
TERMITIODE 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 DEIGNED BASED ON PRESUMPTIVE SAFE ALLOWABLE BEARING PRESSURE OF 2000
PSF. CONTRACTOR MALL VERIFY THAT THE MINIMUM BEARING PRESSURE OF 2000 PSF IS
OBTAINED PRIOR TO FOOTING PLACEMENT.
2. FOOTING MALL 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 1TiE 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
44.
3. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE 4NTH THE LATEST EDITION OF ASTM A185.
CONCRETE MASONRY NOTES
1. CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE NTH A.C.I. 530/ASCE 5/TMS 402.
2. CONCRETE MASONRY .UNITS SHALL BE 1N 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 MASONRRY 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 BRC. EA. END U.N.O. (4' MIN. BEARING
REQ'D.)
PRE-ENGINEERED: WOOD TRUSSES
L ALL TRUSSES SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE "NATIONAL DESIGN
SP€CIFICATONS FOR STRESS -MADE 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 DEVATIONS OR DISCREPANCIES FROM THE PLANS TO BE BROUGHT TO
THE AT1>=NTiON 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 DRAiNNGS 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 SE( 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 DEIGN
SPEORGAl10NS FOR WOOD CONSTRUCTi(XV" BY THE NATIONAL FOREST PRODUCT ASSOOAl10N.
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, HAivD 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 NflTID OTHERWISE ON PLANS. ALL HEADER MATERIAL TO
BE SOUTHERN 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 4N 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 91ALL BE OFFSET AT LEAST 4'-0°. STRUCTURAL
DOUBLE PLATES TO BE NAILED AT 6" D.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 NhLS CONNECTING WOOD MEMBERS SHALL NOT BE LESS THAN THOSE
SPECIFIED IN TABLE 2304.9.1 (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.
14. 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 INSTALLAIiOJ.
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 ER. ITEM.
8. INSTALL ALL SPECIFIED FASTENERS AT EACH CONNECTOR. REFER TO CONNECTS 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 - 144
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
GENERAL NOTES
1. DOORS BETWEEN GARAGE AND LIVING SPA( MALL BE MINIMUM 1 3/8' THICK SOLID CORE
WORD ODORS, 1 3/8' SOLID DR 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 (FILINGS SEPARATING THE
DWELL{N FROM THE GARAGE SHALL BE CONSTRUCTED 4F A MINIMUM N0. 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
1
1
1
1
ry
ry
cn
i
1
i
1
LATEST REVISION
DATE TO MASTER:
07-01-12
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DO NOT SCALE PRINTS!
CONSTRUC114N SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO M/i
HOMES FOR CLARIFI
X \
cim
o \
a
N �
2x4 P.T. FURRING z
ATTACH TO BLK.
W/ 1/4"x3" MASONRY cq _ o
SC
(1 REW 1/4" MIN, EMBED.) O.S.B. SHEATHING W/ 8d W
• NAILS ® 6" O.C. EDGE),
12 O.C. (FIELD)
20 STUDS
x
16' D.G.
6' 2x4 P.T. - ATTACH 6" WALL STBK. PER
PKT. SGD. MANUF.
MAX. W/ 1/4"0" TAPCONS MAX.
(1 1/4' MIN. EMBED.)
WALL ELEVATION JAMB / HEAD DETAIL
FRAME WALL AT POCKET SGD BLOCK OPENING
LOCATIONS WHERE POCKET SGD TRACK IS BELOW PRECAST LINTEL
BLOCK JAMB/HEAD
2x4 P.T FURRING
SCREW"
(1M-1/4'RMIN,
EMBED)
10d NAILS @ 6' O.C.
2x4 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.
1 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.
a 3 2�2 3
1
QINALKa
2 1 22 1 2
2 HIP ROOF 7 < 8 <=== 27
DESIGN WIND LOAD PRESSURE (PSF) -EXPOSURE "C"
LOCATION ZONE COMPONENT EFFECTIVE AREA
1fl 45 2D 30 4Q 50 b0 70 $0 9fl 100
ROOF ] .159 ar -269 +16.1 a: -25.4 +1&0 or -26.1 +16.0 or -25.] +26.0 or -25.4 +16.0 or -25.1 +26.0 or -249 +16A or -24.8 +16.0 ar -24.6 160-24.5 +16.0 or -24A
ROOF 2 +16.9 or -46.7 +16.1 or -44.6 +16.0 or +15.0 or -40.8 x16.0 ar-39.2 +16.0 or -381 +26.0 or -371 +16.0 ar-35.3 +16,0 o, -35-5 +16.0 or -34.9 +16.0-343
ROOF 3 +269 or -69.1 +i6.1 or -66.5 +1E.0 or -64.6 +16.0 or -62.0 +15.0 ar -60.1 +16.0 or -58.7 +16.0-575 +16.0 cr -56.5 +16.0 nr 55.7 +36-0 or -549 +16.0 or -54.2
WALL 4 +29A or -31.8 +28.6 or -31.1 +28.0 or -30.5 +27.3 or -29.7 +26,7 or -29.2 +25.3 or -28.8 +25.9 ar-28.4 +25.5 or -28.1 +25.4 or -27,9 +25.2 or -27-7 +25Aar-27.5
WALL 5 +29.G or -39.3 +28,6 or -37.6 +2&0 ar -36.7 +27.3 or
-36.1 +26.7 ar -34.0 +26.3 or -33.2 +25.9 or -325 +-25.6 or -33.9 +25.4 or -31.4 +25.2 or --30.9 +25.0 or -30.5
9'xT GARAGE DOOR +25-Gor-z8.3
16'xT GARAGE DOOR +24.G or -265
2 - 2x4 OR DBL 1x4 BUCK - CONNECT SECTION
EA. TO BLOCK W/ 3/16"x3' TAPCON (t A -A
1/4' MiN. EMBEDMENT INTO BLK.)
BLOCK HEADER SOLID BLKG. AT TOP BTWN. 4'- 1'-4'
ARCH BLKG. &BUCK MAX.
2x4 45d DIAGONAL
BRACE(S)
"x3' TAPCOJS AV <-
2x4 45d DIAGONAL
BUILT UP PLWD. OR / " BRACE AT EA. FACE
MASONITE BUCK -SCRIBE ARCH PANEL 4 t0d NAILS INTO EA.
BACKSIDE TO FiT ARCH= () OF ARCH W� �2�10d
CONNECT W/ $d NAILS 2z4 BRACE/BLKG. NAILS AT € . D
INSTALL NOW. SCREW ANCHOR 2x4 SOLID BLKG. (FULL WIDTH � WALL) PROVIDE TAPCON
INTO ARCH BLKG. PER BTWN. OSB ARCH FACES W/ (2)10d NAILS 4N1HIN 4' MIN. OF
INSTALLATION DETAILS THRU OSB INTO EA. 2x4 BRACE
_ _START OF ARCH _
SECTION A -A
PROVIDE TAPCON PER WOW. INSTALLATION 4' MAX. RAD.
DETAILS OR THRU 11 j2" 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 - 2z4 OR DBL. 1x4 BUCK - SECTION
CONNECT EA. TO BLOCK W/ 3/16"0" B -B
BLOCK HEADER TAPCON (1 1/4' MIN. EMBEDMENT INTO
PROVIDE 2x4 DIAL. BRACE SOLID BLKG. AT TOP
8d NAILS AT 8" O.C.
AT BUCK
3/16
BTWN.
BTWN. VERT. BRACES WHEN HT ARCH BLKG, & BUCK
OF BRACE EXCEEDS 24' MAX. PROVIDE 2) MIN.
TAPCON r�T EA. SIDE
24 VERT. 8d NAILS AT 8' O.C. BUCK- (1) WITHIN 4"
BRACE(S) AT BUCK MIN. OF START OF
ARCH
BUILT UP PLWD. OR 7/16' OSB
MASONITE BUCK -SCRIBE ARCH PANEL START OF ARCH_
BACKSIDE TO FIT ARCH- EQ. EQ. - - - 4' MAX. RAD.
CONNECT W/ 8d NAILS
20 VERT. AT EA. FACE OF ARCH
INSTALL WDW. SCREW ANCHOR W/ (3)IOd 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. 20
FRAME ELLIPSE ARCH TOP DETAIL
BLOCK OPNG. SHOWN FRAME OPNG. SIMILAR (NO BUCK REQ'D. WHEN NO PLYWD. JOINT AT JAMBS)
�.`
° B
°• P •v O e
4
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 WI
NDOW ALL AT
LOCATIONS WHERE SILL IS LESS
THAN 2'-0" ABOVE TOP OF SLAB)
2'
MAX.
OVERHANGING BLOCK REPAIR DETAIL
MAXIMUM WALL HT 1140 MPH / EXP C 1 RISK GAT. fl
SIZE/SPECIES SPACING MAXIMUM HEIGHT
2x4 SPF 16° OC 8'4
2x4 SPF 12' OC 9'-0°
2x4 SPF 16' OC 9'-4"
2x4 SPF 12" OC 10'-0"
2x6 SPF 16° OC 12'-4"
26 SPF 12° OC 13'-0"
20 SPF 16" OC 14'-0"
26 SPF 12' OC 15-0"
NOTE: HEIGHTS SHOWN IN THIS TABLE ARE BASED ON STUDS BEING ATTACHED
TO 1/2 MINIMUM OSB SHEATHING iMTH 8d MIN NAILS ®12° OC
INTERMEDIATE SUPPORTS AND 6" OC AT PERIMETER AND 4" OC 0
CORNER STUDS. SHEATHING TO BE CONTINUOUS
OVER 3 OR MORE STUDS.
TAPCON INSTALLATION ANCHOR CHART
FOR BLOCK OPNGS. W/ BUCKS. 1 1/2" THICK OR GREATER
WIDTH WIDTH WIDTH WIDTH
D FEF D D E D D E D 24" 0. C. 8"
MAX. MAX.
A 8„ A 8" A �
- C MAX. C MAX. C
B B J B _�
= C WOW. C WOW. � WOW. C SGD OR
OPNG. OPNG. OPNG.
A A A � � ¢ EXT. DOOR
SILL /MULL SILL /MULL OPNG.
SINGLE WOW, OR MULTIPLE SIDE
STACKED WOW. BY SIDE WOWS.
W/ MULL BTWN. ® Wl MULL BTWN. ® � Q
WOW. OPNG. LOCATIONS WDW. OPNG. LOCATIONS �
HEIGHT IN HEAD �1 WIDTH IN HEAD (D
UP TO 40" A UP TO 40" D EXTERIOR DOOR
40.01" TO 60" A , B 40
.01" TO 60" D , E OPENINGS
60.01" TO 80" A , C 60.01" TO 80" D , F
80.01" TO 100" A , B , C 80.01" TO 100" D , E , F
1. LOCATIONS PER INDIVIDUAL WOW. OPNG
DiMENSfON NOT MULLED WOW. OPNG. DIMENSION
2. MAXIMUM ALLOWABLE SPACING BTWN. TAPCON ANCHORS TO BE 24" O.C.
2x HDR. PLATE OR
EXTERIOR WD. HDR.
SHEATHING 2 LAYERS OF 7/16" O.S.B. OR
(i) LAYER OF 3/4' PLYWD.
CONNECT W/ {2)8d NAILS AT
16" O.C.
BUILT UP WOOD HDR. OR
2x 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 WDW./[l0(Xi PER
MANUF. SPECIIFFICRTIONS
SILL 1 JAMB 1 HEAD
FRAME WALL OPNG.
WDW./DOOR
DETAILS
TAPCON PER 1 3/4"
SCHEDULE MIN.
� X
M �
EXT. FACE (2)1Dd 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 z 2 1/2" AT 24°
2" THICK OR MORE O.C. FOR BUCK BUILT UP
BUILT UP BUCK DETAIL 21/2" THIO( OR MORE
THICKNESS 11/2" OR GREATER
PRECAST CONC. MIN. 2 1/2" WIDE BUCK -
LINTEL ABV. OPNG. .MAXIMUM 2 3/4" BUILT UP
OR CMU JAMB THICKNESS - CONNECT W/
CAULK BTWN. 3/16" DIA. TAPCONS.
BUCK /BLOCK TAPCON LENGTH MUST BE
SUFFICIENT TO ACHIEVE MIN.
CEMENT FINISH � 1 1/4" EMBEDMENT INTO
ODER BLOCK BLOCK JAMB /HERD
INSTALL WOW./DOOR SCREW DRYWALL
ANCHOR INTO BUCK PER
INSTALLATION DETAILS
HEAD/JAMB FOR BUCK
THICKNESS 1112" OR GREATER
INSTALL WDW./DOOR TAPCON
PRECAST CONC. ANCHOR INTO BLOCK PER
LINTEL ABV. OPNG. INSTALLATION DETAILS
OR CMU JAMB
CAULK BTWN. MIN. 2 1/2' WIDE BUCK -
MAXIMUM BUILT UP
BUCK % BLK THICKNESS MUST BE LESS
THAN 1 1/2' CONNECT W/
CEMENT FINISH SPIRAL NAILS AT 16" O.G.
OVER BLOCK DRYWALL
HEAD/JAMB FOR BUCK
THICKNESS LESS THAN 11121"
CEMENT FINISH ATTACH WDW./DOOR
PER
OVER BLOCK MANUF. SPEOFlCR110NS
PRECAST
CONC. SILL �
I SILL '
BLOCK WALL OPNG,
WDW./DOOR
BUCK DETAILS
ALL EXTERIOR WINDOWS AND DOORS SHALL HAVE MEET PRESSURES IN
CHART- EXPOSURE "C"
FASTENER SCHEDULE FOR
BUILT UP STUD COLUMNS
VERTICAL SPACING OF FASTENERS AT 8' O.C.
STAGGERED UNLESS OTHERWISE NOTED. THIRD AND
FOURTH PLIES SHALL BE ADDED TO EITHER SIDE OF
2 -PLY COMPOSITE POST. MINIMUM END DISTANCE SHALL
BE 2 1/2' AND MINIMUM EDGE DISTANCE SHALL BE t".
STUD # OF NAILS NUMBER OF PLYS
SIZE PER RDW (2) PLYS (3) PLYS (4) PLYS
20 (t) 10d x A. 10d x 31 10d X A. OR
1/2" DIAM.
BST 0 16° O.C.
26 (2) 10d x A. i Qd x A. 10d X A. OR
1/2° DIAM.BOLT
0 16' D.C.
2x$ (2) tOd x 31 1 O x A. i0d X A. OR
1/2" DIA. BOLT
0 16" D.G.
IN LIEU OF
NAILS, MEMBERS MAY BE BOLTED TOGETHER.
WITH 1/2' DIAM. THRU-BOLTS AT 16" O.G. 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
HEADER LOAD HEADER SIZE
CONDITION (2)2x6 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 FLOC ONLY 3'-6' 2 4'-5" 2 5-5" 2 6'-3" 2
2nd FLOOR &ROOF 3'-0' 2 4'-8" 2 5
-5" 3 ON
"NJ" =MINIMUM NUMBER OF JACK STUDS REQ'D. AT EA. END UNLESS
OTHERWISE NOTED THE PLAN
ALL STRUCTURAL HEADERS TO BE #2
4R BETTER S.Y.P.
ALL NON-STRUCTURAL HEADERS HEM -FIR OR S -P -F OR BETTER
CONSTRUCTION NOTES
L .APPLICABLE CODES:
- FLOR
IDA BUILDING CODE 2410 -RESIDENTIAL=Jz E-=
- NATIONAL ELECTRICAL CODE REQUIREMENTS FOR ONE AND TWO FAMILY DWELINGS, NFPA
70A; 2007.
- FLORIDA FIRE PREVENTION CODE - F.F.P.C. 2010
2. SUBCONTRACTORS 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 TERMIIICIDE. THE BORA-CARE
TERMITIODE 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 DEIGNED BASED ON PRESUMPTIVE SAFE ALLOWABLE BEARING PRESSURE OF 2000
PSF. CONTRACTOR MALL VERIFY THAT THE MINIMUM BEARING PRESSURE OF 2000 PSF IS
OBTAINED PRIOR TO FOOTING PLACEMENT.
2. FOOTING MALL 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 1TiE 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
44.
3. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE 4NTH THE LATEST EDITION OF ASTM A185.
CONCRETE MASONRY NOTES
1. CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE NTH A.C.I. 530/ASCE 5/TMS 402.
2. CONCRETE MASONRY .UNITS SHALL BE 1N 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 MASONRRY 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 BRC. EA. END U.N.O. (4' MIN. BEARING
REQ'D.)
PRE-ENGINEERED: WOOD TRUSSES
L ALL TRUSSES SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE "NATIONAL DESIGN
SP€CIFICATONS FOR STRESS -MADE 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 DEVATIONS OR DISCREPANCIES FROM THE PLANS TO BE BROUGHT TO
THE AT1>=NTiON 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 DRAiNNGS 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 SE( 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 DEIGN
SPEORGAl10NS FOR WOOD CONSTRUCTi(XV" BY THE NATIONAL FOREST PRODUCT ASSOOAl10N.
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, HAivD 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 NflTID OTHERWISE ON PLANS. ALL HEADER MATERIAL TO
BE SOUTHERN 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 4N 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 91ALL BE OFFSET AT LEAST 4'-0°. STRUCTURAL
DOUBLE PLATES TO BE NAILED AT 6" D.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 NhLS CONNECTING WOOD MEMBERS SHALL NOT BE LESS THAN THOSE
SPECIFIED IN TABLE 2304.9.1 (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.
14. 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 INSTALLAIiOJ.
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 ER. ITEM.
8. INSTALL ALL SPECIFIED FASTENERS AT EACH CONNECTOR. REFER TO CONNECTS 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 - 144
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
GENERAL NOTES
1. DOORS BETWEEN GARAGE AND LIVING SPA( MALL BE MINIMUM 1 3/8' THICK SOLID CORE
WORD ODORS, 1 3/8' SOLID DR 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 (FILINGS SEPARATING THE
DWELL{N FROM THE GARAGE SHALL BE CONSTRUCTED 4F A MINIMUM N0. 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
1
1
1
1
ry
ry
cn
i
1
i
1
LATEST REVISION
DATE TO MASTER:
07-01-12
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DO NOT SCALE PRINTS!
CONSTRUC114N SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO M/i
HOMES FOR CLARIFI
6' 2x4 P.T. - ATTACH 6" WALL STBK. PER
PKT. SGD. MANUF.
MAX. W/ 1/4"0" TAPCONS MAX.
(1 1/4' MIN. EMBED.)
WALL ELEVATION JAMB / HEAD DETAIL
FRAME WALL AT POCKET SGD BLOCK OPENING
LOCATIONS WHERE POCKET SGD TRACK IS BELOW PRECAST LINTEL
BLOCK JAMB/HEAD
2x4 P.T FURRING
SCREW"
(1M-1/4'RMIN,
EMBED)
10d NAILS @ 6' O.C.
2x4 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.
1 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.
a 3 2�2 3
1
QINALKa
2 1 22 1 2
2 HIP ROOF 7 < 8 <=== 27
DESIGN WIND LOAD PRESSURE (PSF) -EXPOSURE "C"
LOCATION ZONE COMPONENT EFFECTIVE AREA
1fl 45 2D 30 4Q 50 b0 70 $0 9fl 100
ROOF ] .159 ar -269 +16.1 a: -25.4 +1&0 or -26.1 +16.0 or -25.] +26.0 or -25.4 +16.0 or -25.1 +26.0 or -249 +16A or -24.8 +16.0 ar -24.6 160-24.5 +16.0 or -24A
ROOF 2 +16.9 or -46.7 +16.1 or -44.6 +16.0 or +15.0 or -40.8 x16.0 ar-39.2 +16.0 or -381 +26.0 or -371 +16.0 ar-35.3 +16,0 o, -35-5 +16.0 or -34.9 +16.0-343
ROOF 3 +269 or -69.1 +i6.1 or -66.5 +1E.0 or -64.6 +16.0 or -62.0 +15.0 ar -60.1 +16.0 or -58.7 +16.0-575 +16.0 cr -56.5 +16.0 nr 55.7 +36-0 or -549 +16.0 or -54.2
WALL 4 +29A or -31.8 +28.6 or -31.1 +28.0 or -30.5 +27.3 or -29.7 +26,7 or -29.2 +25.3 or -28.8 +25.9 ar-28.4 +25.5 or -28.1 +25.4 or -27,9 +25.2 or -27-7 +25Aar-27.5
WALL 5 +29.G or -39.3 +28,6 or -37.6 +2&0 ar -36.7 +27.3 or
-36.1 +26.7 ar -34.0 +26.3 or -33.2 +25.9 or -325 +-25.6 or -33.9 +25.4 or -31.4 +25.2 or --30.9 +25.0 or -30.5
9'xT GARAGE DOOR +25-Gor-z8.3
16'xT GARAGE DOOR +24.G or -265
2 - 2x4 OR DBL 1x4 BUCK - CONNECT SECTION
EA. TO BLOCK W/ 3/16"x3' TAPCON (t A -A
1/4' MiN. EMBEDMENT INTO BLK.)
BLOCK HEADER SOLID BLKG. AT TOP BTWN. 4'- 1'-4'
ARCH BLKG. &BUCK MAX.
2x4 45d DIAGONAL
BRACE(S)
"x3' TAPCOJS AV <-
2x4 45d DIAGONAL
BUILT UP PLWD. OR / " BRACE AT EA. FACE
MASONITE BUCK -SCRIBE ARCH PANEL 4 t0d NAILS INTO EA.
BACKSIDE TO FiT ARCH= () OF ARCH W� �2�10d
CONNECT W/ $d NAILS 2z4 BRACE/BLKG. NAILS AT € . D
INSTALL NOW. SCREW ANCHOR 2x4 SOLID BLKG. (FULL WIDTH � WALL) PROVIDE TAPCON
INTO ARCH BLKG. PER BTWN. OSB ARCH FACES W/ (2)10d NAILS 4N1HIN 4' MIN. OF
INSTALLATION DETAILS THRU OSB INTO EA. 2x4 BRACE
_ _START OF ARCH _
SECTION A -A
PROVIDE TAPCON PER WOW. INSTALLATION 4' MAX. RAD.
DETAILS OR THRU 11 j2" 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 - 2z4 OR DBL. 1x4 BUCK - SECTION
CONNECT EA. TO BLOCK W/ 3/16"0" B -B
BLOCK HEADER TAPCON (1 1/4' MIN. EMBEDMENT INTO
PROVIDE 2x4 DIAL. BRACE SOLID BLKG. AT TOP
8d NAILS AT 8" O.C.
AT BUCK
3/16
BTWN.
BTWN. VERT. BRACES WHEN HT ARCH BLKG, & BUCK
OF BRACE EXCEEDS 24' MAX. PROVIDE 2) MIN.
TAPCON r�T EA. SIDE
24 VERT. 8d NAILS AT 8' O.C. BUCK- (1) WITHIN 4"
BRACE(S) AT BUCK MIN. OF START OF
ARCH
BUILT UP PLWD. OR 7/16' OSB
MASONITE BUCK -SCRIBE ARCH PANEL START OF ARCH_
BACKSIDE TO FIT ARCH- EQ. EQ. - - - 4' MAX. RAD.
CONNECT W/ 8d NAILS
20 VERT. AT EA. FACE OF ARCH
INSTALL WDW. SCREW ANCHOR W/ (3)IOd 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. 20
FRAME ELLIPSE ARCH TOP DETAIL
BLOCK OPNG. SHOWN FRAME OPNG. SIMILAR (NO BUCK REQ'D. WHEN NO PLYWD. JOINT AT JAMBS)
�.`
° B
°• P •v O e
4
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 WI
NDOW ALL AT
LOCATIONS WHERE SILL IS LESS
THAN 2'-0" ABOVE TOP OF SLAB)
2'
MAX.
OVERHANGING BLOCK REPAIR DETAIL
MAXIMUM WALL HT 1140 MPH / EXP C 1 RISK GAT. fl
SIZE/SPECIES SPACING MAXIMUM HEIGHT
2x4 SPF 16° OC 8'4
2x4 SPF 12' OC 9'-0°
2x4 SPF 16' OC 9'-4"
2x4 SPF 12" OC 10'-0"
2x6 SPF 16° OC 12'-4"
26 SPF 12° OC 13'-0"
20 SPF 16" OC 14'-0"
26 SPF 12' OC 15-0"
NOTE: HEIGHTS SHOWN IN THIS TABLE ARE BASED ON STUDS BEING ATTACHED
TO 1/2 MINIMUM OSB SHEATHING iMTH 8d MIN NAILS ®12° OC
INTERMEDIATE SUPPORTS AND 6" OC AT PERIMETER AND 4" OC 0
CORNER STUDS. SHEATHING TO BE CONTINUOUS
OVER 3 OR MORE STUDS.
TAPCON INSTALLATION ANCHOR CHART
FOR BLOCK OPNGS. W/ BUCKS. 1 1/2" THICK OR GREATER
WIDTH WIDTH WIDTH WIDTH
D FEF D D E D D E D 24" 0. C. 8"
MAX. MAX.
A 8„ A 8" A �
- C MAX. C MAX. C
B B J B _�
= C WOW. C WOW. � WOW. C SGD OR
OPNG. OPNG. OPNG.
A A A � � ¢ EXT. DOOR
SILL /MULL SILL /MULL OPNG.
SINGLE WOW, OR MULTIPLE SIDE
STACKED WOW. BY SIDE WOWS.
W/ MULL BTWN. ® Wl MULL BTWN. ® � Q
WOW. OPNG. LOCATIONS WDW. OPNG. LOCATIONS �
HEIGHT IN HEAD �1 WIDTH IN HEAD (D
UP TO 40" A UP TO 40" D EXTERIOR DOOR
40.01" TO 60" A , B 40
.01" TO 60" D , E OPENINGS
60.01" TO 80" A , C 60.01" TO 80" D , F
80.01" TO 100" A , B , C 80.01" TO 100" D , E , F
1. LOCATIONS PER INDIVIDUAL WOW. OPNG
DiMENSfON NOT MULLED WOW. OPNG. DIMENSION
2. MAXIMUM ALLOWABLE SPACING BTWN. TAPCON ANCHORS TO BE 24" O.C.
2x HDR. PLATE OR
EXTERIOR WD. HDR.
SHEATHING 2 LAYERS OF 7/16" O.S.B. OR
(i) LAYER OF 3/4' PLYWD.
CONNECT W/ {2)8d NAILS AT
16" O.C.
BUILT UP WOOD HDR. OR
2x 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 WDW./[l0(Xi PER
MANUF. SPECIIFFICRTIONS
SILL 1 JAMB 1 HEAD
FRAME WALL OPNG.
WDW./DOOR
DETAILS
TAPCON PER 1 3/4"
SCHEDULE MIN.
� X
M �
EXT. FACE (2)1Dd 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 z 2 1/2" AT 24°
2" THICK OR MORE O.C. FOR BUCK BUILT UP
BUILT UP BUCK DETAIL 21/2" THIO( OR MORE
THICKNESS 11/2" OR GREATER
PRECAST CONC. MIN. 2 1/2" WIDE BUCK -
LINTEL ABV. OPNG. .MAXIMUM 2 3/4" BUILT UP
OR CMU JAMB THICKNESS - CONNECT W/
CAULK BTWN. 3/16" DIA. TAPCONS.
BUCK /BLOCK TAPCON LENGTH MUST BE
SUFFICIENT TO ACHIEVE MIN.
CEMENT FINISH � 1 1/4" EMBEDMENT INTO
ODER BLOCK BLOCK JAMB /HERD
INSTALL WOW./DOOR SCREW DRYWALL
ANCHOR INTO BUCK PER
INSTALLATION DETAILS
HEAD/JAMB FOR BUCK
THICKNESS 1112" OR GREATER
INSTALL WDW./DOOR TAPCON
PRECAST CONC. ANCHOR INTO BLOCK PER
LINTEL ABV. OPNG. INSTALLATION DETAILS
OR CMU JAMB
CAULK BTWN. MIN. 2 1/2' WIDE BUCK -
MAXIMUM BUILT UP
BUCK % BLK THICKNESS MUST BE LESS
THAN 1 1/2' CONNECT W/
CEMENT FINISH SPIRAL NAILS AT 16" O.G.
OVER BLOCK DRYWALL
HEAD/JAMB FOR BUCK
THICKNESS LESS THAN 11121"
CEMENT FINISH ATTACH WDW./DOOR
PER
OVER BLOCK MANUF. SPEOFlCR110NS
PRECAST
CONC. SILL �
I SILL '
BLOCK WALL OPNG,
WDW./DOOR
BUCK DETAILS
ALL EXTERIOR WINDOWS AND DOORS SHALL HAVE MEET PRESSURES IN
CHART- EXPOSURE "C"
FASTENER SCHEDULE FOR
BUILT UP STUD COLUMNS
VERTICAL SPACING OF FASTENERS AT 8' O.C.
STAGGERED UNLESS OTHERWISE NOTED. THIRD AND
FOURTH PLIES SHALL BE ADDED TO EITHER SIDE OF
2 -PLY COMPOSITE POST. MINIMUM END DISTANCE SHALL
BE 2 1/2' AND MINIMUM EDGE DISTANCE SHALL BE t".
STUD # OF NAILS NUMBER OF PLYS
SIZE PER RDW (2) PLYS (3) PLYS (4) PLYS
20 (t) 10d x A. 10d x 31 10d X A. OR
1/2" DIAM.
BST 0 16° O.C.
26 (2) 10d x A. i Qd x A. 10d X A. OR
1/2° DIAM.BOLT
0 16' D.C.
2x$ (2) tOd x 31 1 O x A. i0d X A. OR
1/2" DIA. BOLT
0 16" D.G.
IN LIEU OF
NAILS, MEMBERS MAY BE BOLTED TOGETHER.
WITH 1/2' DIAM. THRU-BOLTS AT 16" O.G. 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
HEADER LOAD HEADER SIZE
CONDITION (2)2x6 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 FLOC ONLY 3'-6' 2 4'-5" 2 5-5" 2 6'-3" 2
2nd FLOOR &ROOF 3'-0' 2 4'-8" 2 5
-5" 3 ON
"NJ" =MINIMUM NUMBER OF JACK STUDS REQ'D. AT EA. END UNLESS
OTHERWISE NOTED THE PLAN
ALL STRUCTURAL HEADERS TO BE #2
4R BETTER S.Y.P.
ALL NON-STRUCTURAL HEADERS HEM -FIR OR S -P -F OR BETTER
CONSTRUCTION NOTES
L .APPLICABLE CODES:
- FLOR
IDA BUILDING CODE 2410 -RESIDENTIAL=Jz E-=
- NATIONAL ELECTRICAL CODE REQUIREMENTS FOR ONE AND TWO FAMILY DWELINGS, NFPA
70A; 2007.
- FLORIDA FIRE PREVENTION CODE - F.F.P.C. 2010
2. SUBCONTRACTORS 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 TERMIIICIDE. THE BORA-CARE
TERMITIODE 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 DEIGNED BASED ON PRESUMPTIVE SAFE ALLOWABLE BEARING PRESSURE OF 2000
PSF. CONTRACTOR MALL VERIFY THAT THE MINIMUM BEARING PRESSURE OF 2000 PSF IS
OBTAINED PRIOR TO FOOTING PLACEMENT.
2. FOOTING MALL 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 1TiE 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
44.
3. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE 4NTH THE LATEST EDITION OF ASTM A185.
CONCRETE MASONRY NOTES
1. CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE NTH A.C.I. 530/ASCE 5/TMS 402.
2. CONCRETE MASONRY .UNITS SHALL BE 1N 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 MASONRRY 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 BRC. EA. END U.N.O. (4' MIN. BEARING
REQ'D.)
PRE-ENGINEERED: WOOD TRUSSES
L ALL TRUSSES SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE "NATIONAL DESIGN
SP€CIFICATONS FOR STRESS -MADE 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 DEVATIONS OR DISCREPANCIES FROM THE PLANS TO BE BROUGHT TO
THE AT1>=NTiON 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 DRAiNNGS 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 SE( 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 DEIGN
SPEORGAl10NS FOR WOOD CONSTRUCTi(XV" BY THE NATIONAL FOREST PRODUCT ASSOOAl10N.
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, HAivD 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 NflTID OTHERWISE ON PLANS. ALL HEADER MATERIAL TO
BE SOUTHERN 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 4N 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 91ALL BE OFFSET AT LEAST 4'-0°. STRUCTURAL
DOUBLE PLATES TO BE NAILED AT 6" D.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 NhLS CONNECTING WOOD MEMBERS SHALL NOT BE LESS THAN THOSE
SPECIFIED IN TABLE 2304.9.1 (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.
14. 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 INSTALLAIiOJ.
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 ER. ITEM.
8. INSTALL ALL SPECIFIED FASTENERS AT EACH CONNECTOR. REFER TO CONNECTS 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 - 144
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
GENERAL NOTES
1. DOORS BETWEEN GARAGE AND LIVING SPA( MALL BE MINIMUM 1 3/8' THICK SOLID CORE
WORD ODORS, 1 3/8' SOLID DR 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 (FILINGS SEPARATING THE
DWELL{N FROM THE GARAGE SHALL BE CONSTRUCTED 4F A MINIMUM N0. 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
1
1
1
1
ry
ry
cn
i
1
i
1
LATEST REVISION
DATE TO MASTER:
07-01-12
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DO NOT SCALE PRINTS!
CONSTRUC114N SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO M/i
HOMES FOR CLARIFI
CATION!
D1
M!i ORLANDO
-36.1 +26.7 ar -34.0 +26.3 or -33.2 +25.9 or -325 +-25.6 or -33.9 +25.4 or -31.4 +25.2 or --30.9 +25.0 or -30.5
9'xT GARAGE DOOR +25-Gor-z8.3
16'xT GARAGE DOOR +24.G or -265
2 - 2x4 OR DBL 1x4 BUCK - CONNECT SECTION
EA. TO BLOCK W/ 3/16"x3' TAPCON (t A -A
1/4' MiN. EMBEDMENT INTO BLK.)
BLOCK HEADER SOLID BLKG. AT TOP BTWN. 4'- 1'-4'
ARCH BLKG. &BUCK MAX.
2x4 45d DIAGONAL
BRACE(S)
"x3' TAPCOJS AV <-
2x4 45d DIAGONAL
BUILT UP PLWD. OR / " BRACE AT EA. FACE
MASONITE BUCK -SCRIBE ARCH PANEL 4 t0d NAILS INTO EA.
BACKSIDE TO FiT ARCH= () OF ARCH W� �2�10d
CONNECT W/ $d NAILS 2z4 BRACE/BLKG. NAILS AT € . D
INSTALL NOW. SCREW ANCHOR 2x4 SOLID BLKG. (FULL WIDTH � WALL) PROVIDE TAPCON
INTO ARCH BLKG. PER BTWN. OSB ARCH FACES W/ (2)10d NAILS 4N1HIN 4' MIN. OF
INSTALLATION DETAILS THRU OSB INTO EA. 2x4 BRACE
_ _START OF ARCH _
SECTION A -A
PROVIDE TAPCON PER WOW. INSTALLATION 4' MAX. RAD.
DETAILS OR THRU 11 j2" 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 - 2z4 OR DBL. 1x4 BUCK - SECTION
CONNECT EA. TO BLOCK W/ 3/16"0" B -B
BLOCK HEADER TAPCON (1 1/4' MIN. EMBEDMENT INTO
PROVIDE 2x4 DIAL. BRACE SOLID BLKG. AT TOP
8d NAILS AT 8" O.C.
AT BUCK
3/16
BTWN.
BTWN. VERT. BRACES WHEN HT ARCH BLKG, & BUCK
OF BRACE EXCEEDS 24' MAX. PROVIDE 2) MIN.
TAPCON r�T EA. SIDE
24 VERT. 8d NAILS AT 8' O.C. BUCK- (1) WITHIN 4"
BRACE(S) AT BUCK MIN. OF START OF
ARCH
BUILT UP PLWD. OR 7/16' OSB
MASONITE BUCK -SCRIBE ARCH PANEL START OF ARCH_
BACKSIDE TO FIT ARCH- EQ. EQ. - - - 4' MAX. RAD.
CONNECT W/ 8d NAILS
20 VERT. AT EA. FACE OF ARCH
INSTALL WDW. SCREW ANCHOR W/ (3)IOd 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. 20
FRAME ELLIPSE ARCH TOP DETAIL
BLOCK OPNG. SHOWN FRAME OPNG. SIMILAR (NO BUCK REQ'D. WHEN NO PLYWD. JOINT AT JAMBS)
�.`
° B
°• P •v O e
4
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 WI
NDOW ALL AT
LOCATIONS WHERE SILL IS LESS
THAN 2'-0" ABOVE TOP OF SLAB)
2'
MAX.
OVERHANGING BLOCK REPAIR DETAIL
MAXIMUM WALL HT 1140 MPH / EXP C 1 RISK GAT. fl
SIZE/SPECIES SPACING MAXIMUM HEIGHT
2x4 SPF 16° OC 8'4
2x4 SPF 12' OC 9'-0°
2x4 SPF 16' OC 9'-4"
2x4 SPF 12" OC 10'-0"
2x6 SPF 16° OC 12'-4"
26 SPF 12° OC 13'-0"
20 SPF 16" OC 14'-0"
26 SPF 12' OC 15-0"
NOTE: HEIGHTS SHOWN IN THIS TABLE ARE BASED ON STUDS BEING ATTACHED
TO 1/2 MINIMUM OSB SHEATHING iMTH 8d MIN NAILS ®12° OC
INTERMEDIATE SUPPORTS AND 6" OC AT PERIMETER AND 4" OC 0
CORNER STUDS. SHEATHING TO BE CONTINUOUS
OVER 3 OR MORE STUDS.
TAPCON INSTALLATION ANCHOR CHART
FOR BLOCK OPNGS. W/ BUCKS. 1 1/2" THICK OR GREATER
WIDTH WIDTH WIDTH WIDTH
D FEF D D E D D E D 24" 0. C. 8"
MAX. MAX.
A 8„ A 8" A �
- C MAX. C MAX. C
B B J B _�
= C WOW. C WOW. � WOW. C SGD OR
OPNG. OPNG. OPNG.
A A A � � ¢ EXT. DOOR
SILL /MULL SILL /MULL OPNG.
SINGLE WOW, OR MULTIPLE SIDE
STACKED WOW. BY SIDE WOWS.
W/ MULL BTWN. ® Wl MULL BTWN. ® � Q
WOW. OPNG. LOCATIONS WDW. OPNG. LOCATIONS �
HEIGHT IN HEAD �1 WIDTH IN HEAD (D
UP TO 40" A UP TO 40" D EXTERIOR DOOR
40.01" TO 60" A , B 40
.01" TO 60" D , E OPENINGS
60.01" TO 80" A , C 60.01" TO 80" D , F
80.01" TO 100" A , B , C 80.01" TO 100" D , E , F
1. LOCATIONS PER INDIVIDUAL WOW. OPNG
DiMENSfON NOT MULLED WOW. OPNG. DIMENSION
2. MAXIMUM ALLOWABLE SPACING BTWN. TAPCON ANCHORS TO BE 24" O.C.
2x HDR. PLATE OR
EXTERIOR WD. HDR.
SHEATHING 2 LAYERS OF 7/16" O.S.B. OR
(i) LAYER OF 3/4' PLYWD.
CONNECT W/ {2)8d NAILS AT
16" O.C.
BUILT UP WOOD HDR. OR
2x 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 WDW./[l0(Xi PER
MANUF. SPECIIFFICRTIONS
SILL 1 JAMB 1 HEAD
FRAME WALL OPNG.
WDW./DOOR
DETAILS
TAPCON PER 1 3/4"
SCHEDULE MIN.
� X
M �
EXT. FACE (2)1Dd 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 z 2 1/2" AT 24°
2" THICK OR MORE O.C. FOR BUCK BUILT UP
BUILT UP BUCK DETAIL 21/2" THIO( OR MORE
THICKNESS 11/2" OR GREATER
PRECAST CONC. MIN. 2 1/2" WIDE BUCK -
LINTEL ABV. OPNG. .MAXIMUM 2 3/4" BUILT UP
OR CMU JAMB THICKNESS - CONNECT W/
CAULK BTWN. 3/16" DIA. TAPCONS.
BUCK /BLOCK TAPCON LENGTH MUST BE
SUFFICIENT TO ACHIEVE MIN.
CEMENT FINISH � 1 1/4" EMBEDMENT INTO
ODER BLOCK BLOCK JAMB /HERD
INSTALL WOW./DOOR SCREW DRYWALL
ANCHOR INTO BUCK PER
INSTALLATION DETAILS
HEAD/JAMB FOR BUCK
THICKNESS 1112" OR GREATER
INSTALL WDW./DOOR TAPCON
PRECAST CONC. ANCHOR INTO BLOCK PER
LINTEL ABV. OPNG. INSTALLATION DETAILS
OR CMU JAMB
CAULK BTWN. MIN. 2 1/2' WIDE BUCK -
MAXIMUM BUILT UP
BUCK % BLK THICKNESS MUST BE LESS
THAN 1 1/2' CONNECT W/
CEMENT FINISH SPIRAL NAILS AT 16" O.G.
OVER BLOCK DRYWALL
HEAD/JAMB FOR BUCK
THICKNESS LESS THAN 11121"
CEMENT FINISH ATTACH WDW./DOOR
PER
OVER BLOCK MANUF. SPEOFlCR110NS
PRECAST
CONC. SILL �
I SILL '
BLOCK WALL OPNG,
WDW./DOOR
BUCK DETAILS
ALL EXTERIOR WINDOWS AND DOORS SHALL HAVE MEET PRESSURES IN
CHART- EXPOSURE "C"
FASTENER SCHEDULE FOR
BUILT UP STUD COLUMNS
VERTICAL SPACING OF FASTENERS AT 8' O.C.
STAGGERED UNLESS OTHERWISE NOTED. THIRD AND
FOURTH PLIES SHALL BE ADDED TO EITHER SIDE OF
2 -PLY COMPOSITE POST. MINIMUM END DISTANCE SHALL
BE 2 1/2' AND MINIMUM EDGE DISTANCE SHALL BE t".
STUD # OF NAILS NUMBER OF PLYS
SIZE PER RDW (2) PLYS (3) PLYS (4) PLYS
20 (t) 10d x A. 10d x 31 10d X A. OR
1/2" DIAM.
BST 0 16° O.C.
26 (2) 10d x A. i Qd x A. 10d X A. OR
1/2° DIAM.BOLT
0 16' D.C.
2x$ (2) tOd x 31 1 O x A. i0d X A. OR
1/2" DIA. BOLT
0 16" D.G.
IN LIEU OF
NAILS, MEMBERS MAY BE BOLTED TOGETHER.
WITH 1/2' DIAM. THRU-BOLTS AT 16" O.G. 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
HEADER LOAD HEADER SIZE
CONDITION (2)2x6 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 FLOC ONLY 3'-6' 2 4'-5" 2 5-5" 2 6'-3" 2
2nd FLOOR &ROOF 3'-0' 2 4'-8" 2 5
-5" 3 ON
"NJ" =MINIMUM NUMBER OF JACK STUDS REQ'D. AT EA. END UNLESS
OTHERWISE NOTED THE PLAN
ALL STRUCTURAL HEADERS TO BE #2
4R BETTER S.Y.P.
ALL NON-STRUCTURAL HEADERS HEM -FIR OR S -P -F OR BETTER
CONSTRUCTION NOTES
L .APPLICABLE CODES:
- FLOR
IDA BUILDING CODE 2410 -RESIDENTIAL=Jz E-=
- NATIONAL ELECTRICAL CODE REQUIREMENTS FOR ONE AND TWO FAMILY DWELINGS, NFPA
70A; 2007.
- FLORIDA FIRE PREVENTION CODE - F.F.P.C. 2010
2. SUBCONTRACTORS 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 TERMIIICIDE. THE BORA-CARE
TERMITIODE 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 DEIGNED BASED ON PRESUMPTIVE SAFE ALLOWABLE BEARING PRESSURE OF 2000
PSF. CONTRACTOR MALL VERIFY THAT THE MINIMUM BEARING PRESSURE OF 2000 PSF IS
OBTAINED PRIOR TO FOOTING PLACEMENT.
2. FOOTING MALL 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 1TiE 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
44.
3. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE 4NTH THE LATEST EDITION OF ASTM A185.
CONCRETE MASONRY NOTES
1. CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE NTH A.C.I. 530/ASCE 5/TMS 402.
2. CONCRETE MASONRY .UNITS SHALL BE 1N 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 MASONRRY 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 BRC. EA. END U.N.O. (4' MIN. BEARING
REQ'D.)
PRE-ENGINEERED: WOOD TRUSSES
L ALL TRUSSES SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE "NATIONAL DESIGN
SP€CIFICATONS FOR STRESS -MADE 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 DEVATIONS OR DISCREPANCIES FROM THE PLANS TO BE BROUGHT TO
THE AT1>=NTiON 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 DRAiNNGS 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 SE( 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 DEIGN
SPEORGAl10NS FOR WOOD CONSTRUCTi(XV" BY THE NATIONAL FOREST PRODUCT ASSOOAl10N.
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, HAivD 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 NflTID OTHERWISE ON PLANS. ALL HEADER MATERIAL TO
BE SOUTHERN 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 4N 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 91ALL BE OFFSET AT LEAST 4'-0°. STRUCTURAL
DOUBLE PLATES TO BE NAILED AT 6" D.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 NhLS CONNECTING WOOD MEMBERS SHALL NOT BE LESS THAN THOSE
SPECIFIED IN TABLE 2304.9.1 (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.
14. 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 INSTALLAIiOJ.
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 ER. ITEM.
8. INSTALL ALL SPECIFIED FASTENERS AT EACH CONNECTOR. REFER TO CONNECTS 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 - 144
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
GENERAL NOTES
1. DOORS BETWEEN GARAGE AND LIVING SPA( MALL BE MINIMUM 1 3/8' THICK SOLID CORE
WORD ODORS, 1 3/8' SOLID DR 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 (FILINGS SEPARATING THE
DWELL{N FROM THE GARAGE SHALL BE CONSTRUCTED 4F A MINIMUM N0. 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
1
1
1
1
ry
ry
cn
i
1
i
1
LATEST REVISION
DATE TO MASTER:
07-01-12
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DO NOT SCALE PRINTS!
CONSTRUC114N SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO M/i
HOMES FOR CLARIFI
CATION!
D1
M!i ORLANDO
"x3' TAPCOJS AV <-
2x4 45d DIAGONAL
BUILT UP PLWD. OR / " BRACE AT EA. FACE
MASONITE BUCK -SCRIBE ARCH PANEL 4 t0d NAILS INTO EA.
BACKSIDE TO FiT ARCH= () OF ARCH W� �2�10d
CONNECT W/ $d NAILS 2z4 BRACE/BLKG. NAILS AT € . D
INSTALL NOW. SCREW ANCHOR 2x4 SOLID BLKG. (FULL WIDTH � WALL) PROVIDE TAPCON
INTO ARCH BLKG. PER BTWN. OSB ARCH FACES W/ (2)10d NAILS 4N1HIN 4' MIN. OF
INSTALLATION DETAILS THRU OSB INTO EA. 2x4 BRACE
_ _START OF ARCH _
SECTION A -A
PROVIDE TAPCON PER WOW. INSTALLATION 4' MAX. RAD.
DETAILS OR THRU 11 j2" 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 - 2z4 OR DBL. 1x4 BUCK - SECTION
CONNECT EA. TO BLOCK W/ 3/16"0" B -B
BLOCK HEADER TAPCON (1 1/4' MIN. EMBEDMENT INTO
PROVIDE 2x4 DIAL. BRACE SOLID BLKG. AT TOP
8d NAILS AT 8" O.C.
AT BUCK
3/16
BTWN.
BTWN. VERT. BRACES WHEN HT ARCH BLKG, & BUCK
OF BRACE EXCEEDS 24' MAX. PROVIDE 2) MIN.
TAPCON r�T EA. SIDE
24 VERT. 8d NAILS AT 8' O.C. BUCK- (1) WITHIN 4"
BRACE(S) AT BUCK MIN. OF START OF
ARCH
BUILT UP PLWD. OR 7/16' OSB
MASONITE BUCK -SCRIBE ARCH PANEL START OF ARCH_
BACKSIDE TO FIT ARCH- EQ. EQ. - - - 4' MAX. RAD.
CONNECT W/ 8d NAILS
20 VERT. AT EA. FACE OF ARCH
INSTALL WDW. SCREW ANCHOR W/ (3)IOd 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. 20
FRAME ELLIPSE ARCH TOP DETAIL
BLOCK OPNG. SHOWN FRAME OPNG. SIMILAR (NO BUCK REQ'D. WHEN NO PLYWD. JOINT AT JAMBS)
�.`
° B
°• P •v O e
4
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 WI
NDOW ALL AT
LOCATIONS WHERE SILL IS LESS
THAN 2'-0" ABOVE TOP OF SLAB)
2'
MAX.
OVERHANGING BLOCK REPAIR DETAIL
MAXIMUM WALL HT 1140 MPH / EXP C 1 RISK GAT. fl
SIZE/SPECIES SPACING MAXIMUM HEIGHT
2x4 SPF 16° OC 8'4
2x4 SPF 12' OC 9'-0°
2x4 SPF 16' OC 9'-4"
2x4 SPF 12" OC 10'-0"
2x6 SPF 16° OC 12'-4"
26 SPF 12° OC 13'-0"
20 SPF 16" OC 14'-0"
26 SPF 12' OC 15-0"
NOTE: HEIGHTS SHOWN IN THIS TABLE ARE BASED ON STUDS BEING ATTACHED
TO 1/2 MINIMUM OSB SHEATHING iMTH 8d MIN NAILS ®12° OC
INTERMEDIATE SUPPORTS AND 6" OC AT PERIMETER AND 4" OC 0
CORNER STUDS. SHEATHING TO BE CONTINUOUS
OVER 3 OR MORE STUDS.
TAPCON INSTALLATION ANCHOR CHART
FOR BLOCK OPNGS. W/ BUCKS. 1 1/2" THICK OR GREATER
WIDTH WIDTH WIDTH WIDTH
D FEF D D E D D E D 24" 0. C. 8"
MAX. MAX.
A 8„ A 8" A �
- C MAX. C MAX. C
B B J B _�
= C WOW. C WOW. � WOW. C SGD OR
OPNG. OPNG. OPNG.
A A A � � ¢ EXT. DOOR
SILL /MULL SILL /MULL OPNG.
SINGLE WOW, OR MULTIPLE SIDE
STACKED WOW. BY SIDE WOWS.
W/ MULL BTWN. ® Wl MULL BTWN. ® � Q
WOW. OPNG. LOCATIONS WDW. OPNG. LOCATIONS �
HEIGHT IN HEAD �1 WIDTH IN HEAD (D
UP TO 40" A UP TO 40" D EXTERIOR DOOR
40.01" TO 60" A , B 40
.01" TO 60" D , E OPENINGS
60.01" TO 80" A , C 60.01" TO 80" D , F
80.01" TO 100" A , B , C 80.01" TO 100" D , E , F
1. LOCATIONS PER INDIVIDUAL WOW. OPNG
DiMENSfON NOT MULLED WOW. OPNG. DIMENSION
2. MAXIMUM ALLOWABLE SPACING BTWN. TAPCON ANCHORS TO BE 24" O.C.
2x HDR. PLATE OR
EXTERIOR WD. HDR.
SHEATHING 2 LAYERS OF 7/16" O.S.B. OR
(i) LAYER OF 3/4' PLYWD.
CONNECT W/ {2)8d NAILS AT
16" O.C.
BUILT UP WOOD HDR. OR
2x 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 WDW./[l0(Xi PER
MANUF. SPECIIFFICRTIONS
SILL 1 JAMB 1 HEAD
FRAME WALL OPNG.
WDW./DOOR
DETAILS
TAPCON PER 1 3/4"
SCHEDULE MIN.
� X
M �
EXT. FACE (2)1Dd 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 z 2 1/2" AT 24°
2" THICK OR MORE O.C. FOR BUCK BUILT UP
BUILT UP BUCK DETAIL 21/2" THIO( OR MORE
THICKNESS 11/2" OR GREATER
PRECAST CONC. MIN. 2 1/2" WIDE BUCK -
LINTEL ABV. OPNG. .MAXIMUM 2 3/4" BUILT UP
OR CMU JAMB THICKNESS - CONNECT W/
CAULK BTWN. 3/16" DIA. TAPCONS.
BUCK /BLOCK TAPCON LENGTH MUST BE
SUFFICIENT TO ACHIEVE MIN.
CEMENT FINISH � 1 1/4" EMBEDMENT INTO
ODER BLOCK BLOCK JAMB /HERD
INSTALL WOW./DOOR SCREW DRYWALL
ANCHOR INTO BUCK PER
INSTALLATION DETAILS
HEAD/JAMB FOR BUCK
THICKNESS 1112" OR GREATER
INSTALL WDW./DOOR TAPCON
PRECAST CONC. ANCHOR INTO BLOCK PER
LINTEL ABV. OPNG. INSTALLATION DETAILS
OR CMU JAMB
CAULK BTWN. MIN. 2 1/2' WIDE BUCK -
MAXIMUM BUILT UP
BUCK % BLK THICKNESS MUST BE LESS
THAN 1 1/2' CONNECT W/
CEMENT FINISH SPIRAL NAILS AT 16" O.G.
OVER BLOCK DRYWALL
HEAD/JAMB FOR BUCK
THICKNESS LESS THAN 11121"
CEMENT FINISH ATTACH WDW./DOOR
PER
OVER BLOCK MANUF. SPEOFlCR110NS
PRECAST
CONC. SILL �
I SILL '
BLOCK WALL OPNG,
WDW./DOOR
BUCK DETAILS
ALL EXTERIOR WINDOWS AND DOORS SHALL HAVE MEET PRESSURES IN
CHART- EXPOSURE "C"
FASTENER SCHEDULE FOR
BUILT UP STUD COLUMNS
VERTICAL SPACING OF FASTENERS AT 8' O.C.
STAGGERED UNLESS OTHERWISE NOTED. THIRD AND
FOURTH PLIES SHALL BE ADDED TO EITHER SIDE OF
2 -PLY COMPOSITE POST. MINIMUM END DISTANCE SHALL
BE 2 1/2' AND MINIMUM EDGE DISTANCE SHALL BE t".
STUD # OF NAILS NUMBER OF PLYS
SIZE PER RDW (2) PLYS (3) PLYS (4) PLYS
20 (t) 10d x A. 10d x 31 10d X A. OR
1/2" DIAM.
BST 0 16° O.C.
26 (2) 10d x A. i Qd x A. 10d X A. OR
1/2° DIAM.BOLT
0 16' D.C.
2x$ (2) tOd x 31 1 O x A. i0d X A. OR
1/2" DIA. BOLT
0 16" D.G.
IN LIEU OF
NAILS, MEMBERS MAY BE BOLTED TOGETHER.
WITH 1/2' DIAM. THRU-BOLTS AT 16" O.G. 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
HEADER LOAD HEADER SIZE
CONDITION (2)2x6 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 FLOC ONLY 3'-6' 2 4'-5" 2 5-5" 2 6'-3" 2
2nd FLOOR &ROOF 3'-0' 2 4'-8" 2 5
-5" 3 ON
"NJ" =MINIMUM NUMBER OF JACK STUDS REQ'D. AT EA. END UNLESS
OTHERWISE NOTED THE PLAN
ALL STRUCTURAL HEADERS TO BE #2
4R BETTER S.Y.P.
ALL NON-STRUCTURAL HEADERS HEM -FIR OR S -P -F OR BETTER
CONSTRUCTION NOTES
L .APPLICABLE CODES:
- FLOR
IDA BUILDING CODE 2410 -RESIDENTIAL=Jz E-=
- NATIONAL ELECTRICAL CODE REQUIREMENTS FOR ONE AND TWO FAMILY DWELINGS, NFPA
70A; 2007.
- FLORIDA FIRE PREVENTION CODE - F.F.P.C. 2010
2. SUBCONTRACTORS 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 TERMIIICIDE. THE BORA-CARE
TERMITIODE 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 DEIGNED BASED ON PRESUMPTIVE SAFE ALLOWABLE BEARING PRESSURE OF 2000
PSF. CONTRACTOR MALL VERIFY THAT THE MINIMUM BEARING PRESSURE OF 2000 PSF IS
OBTAINED PRIOR TO FOOTING PLACEMENT.
2. FOOTING MALL 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 1TiE 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
44.
3. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE 4NTH THE LATEST EDITION OF ASTM A185.
CONCRETE MASONRY NOTES
1. CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE NTH A.C.I. 530/ASCE 5/TMS 402.
2. CONCRETE MASONRY .UNITS SHALL BE 1N 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 MASONRRY 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 BRC. EA. END U.N.O. (4' MIN. BEARING
REQ'D.)
PRE-ENGINEERED: WOOD TRUSSES
L ALL TRUSSES SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE "NATIONAL DESIGN
SP€CIFICATONS FOR STRESS -MADE 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 DEVATIONS OR DISCREPANCIES FROM THE PLANS TO BE BROUGHT TO
THE AT1>=NTiON 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 DRAiNNGS 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 SE( 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 DEIGN
SPEORGAl10NS FOR WOOD CONSTRUCTi(XV" BY THE NATIONAL FOREST PRODUCT ASSOOAl10N.
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, HAivD 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 NflTID OTHERWISE ON PLANS. ALL HEADER MATERIAL TO
BE SOUTHERN 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 4N 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 91ALL BE OFFSET AT LEAST 4'-0°. STRUCTURAL
DOUBLE PLATES TO BE NAILED AT 6" D.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 NhLS CONNECTING WOOD MEMBERS SHALL NOT BE LESS THAN THOSE
SPECIFIED IN TABLE 2304.9.1 (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.
14. 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 INSTALLAIiOJ.
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 ER. ITEM.
8. INSTALL ALL SPECIFIED FASTENERS AT EACH CONNECTOR. REFER TO CONNECTS 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 - 144
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
GENERAL NOTES
1. DOORS BETWEEN GARAGE AND LIVING SPA( MALL BE MINIMUM 1 3/8' THICK SOLID CORE
WORD ODORS, 1 3/8' SOLID DR 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 (FILINGS SEPARATING THE
DWELL{N FROM THE GARAGE SHALL BE CONSTRUCTED 4F A MINIMUM N0. 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
1
1
1
1
ry
ry
cn
i
1
i
1
LATEST REVISION
DATE TO MASTER:
07-01-12
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CONSTRUC114N SHALL BE
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ONLY, ANY DISCREPENCIES
TO BE REPORTED TO M/i
HOMES FOR CLARIFI
.01" TO 60" D , E OPENINGS
60.01" TO 80" A , C 60.01" TO 80" D , F
80.01" TO 100" A , B , C 80.01" TO 100" D , E , F
1. LOCATIONS PER INDIVIDUAL WOW. OPNG
DiMENSfON NOT MULLED WOW. OPNG. DIMENSION
2. MAXIMUM ALLOWABLE SPACING BTWN. TAPCON ANCHORS TO BE 24" O.C.
2x HDR. PLATE OR
EXTERIOR WD. HDR.
SHEATHING 2 LAYERS OF 7/16" O.S.B. OR
(i) LAYER OF 3/4' PLYWD.
CONNECT W/ {2)8d NAILS AT
16" O.C.
BUILT UP WOOD HDR. OR
2x 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 WDW./[l0(Xi PER
MANUF. SPECIIFFICRTIONS
SILL 1 JAMB 1 HEAD
FRAME WALL OPNG.
WDW./DOOR
DETAILS
TAPCON PER 1 3/4"
SCHEDULE MIN.
� X
M �
EXT. FACE (2)1Dd 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 z 2 1/2" AT 24°
2" THICK OR MORE O.C. FOR BUCK BUILT UP
BUILT UP BUCK DETAIL 21/2" THIO( OR MORE
THICKNESS 11/2" OR GREATER
PRECAST CONC. MIN. 2 1/2" WIDE BUCK -
LINTEL ABV. OPNG. .MAXIMUM 2 3/4" BUILT UP
OR CMU JAMB THICKNESS - CONNECT W/
CAULK BTWN. 3/16" DIA. TAPCONS.
BUCK /BLOCK TAPCON LENGTH MUST BE
SUFFICIENT TO ACHIEVE MIN.
CEMENT FINISH � 1 1/4" EMBEDMENT INTO
ODER BLOCK BLOCK JAMB /HERD
INSTALL WOW./DOOR SCREW DRYWALL
ANCHOR INTO BUCK PER
INSTALLATION DETAILS
HEAD/JAMB FOR BUCK
THICKNESS 1112" OR GREATER
INSTALL WDW./DOOR TAPCON
PRECAST CONC. ANCHOR INTO BLOCK PER
LINTEL ABV. OPNG. INSTALLATION DETAILS
OR CMU JAMB
CAULK BTWN. MIN. 2 1/2' WIDE BUCK -
MAXIMUM BUILT UP
BUCK % BLK THICKNESS MUST BE LESS
THAN 1 1/2' CONNECT W/
CEMENT FINISH SPIRAL NAILS AT 16" O.G.
OVER BLOCK DRYWALL
HEAD/JAMB FOR BUCK
THICKNESS LESS THAN 11121"
CEMENT FINISH ATTACH WDW./DOOR
PER
OVER BLOCK MANUF. SPEOFlCR110NS
PRECAST
CONC. SILL �
I SILL '
BLOCK WALL OPNG,
WDW./DOOR
BUCK DETAILS
ALL EXTERIOR WINDOWS AND DOORS SHALL HAVE MEET PRESSURES IN
CHART- EXPOSURE "C"
FASTENER SCHEDULE FOR
BUILT UP STUD COLUMNS
VERTICAL SPACING OF FASTENERS AT 8' O.C.
STAGGERED UNLESS OTHERWISE NOTED. THIRD AND
FOURTH PLIES SHALL BE ADDED TO EITHER SIDE OF
2 -PLY COMPOSITE POST. MINIMUM END DISTANCE SHALL
BE 2 1/2' AND MINIMUM EDGE DISTANCE SHALL BE t".
STUD # OF NAILS NUMBER OF PLYS
SIZE PER RDW (2) PLYS (3) PLYS (4) PLYS
20 (t) 10d x A. 10d x 31 10d X A. OR
1/2" DIAM.
BST 0 16° O.C.
26 (2) 10d x A. i Qd x A. 10d X A. OR
1/2° DIAM.BOLT
0 16' D.C.
2x$ (2) tOd x 31 1 O x A. i0d X A. OR
1/2" DIA. BOLT
0 16" D.G.
IN LIEU OF
NAILS, MEMBERS MAY BE BOLTED TOGETHER.
WITH 1/2' DIAM. THRU-BOLTS AT 16" O.G. 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
HEADER LOAD HEADER SIZE
CONDITION (2)2x6 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 FLOC ONLY 3'-6' 2 4'-5" 2 5-5" 2 6'-3" 2
2nd FLOOR &ROOF 3'-0' 2 4'-8" 2 5
-5" 3 ON
"NJ" =MINIMUM NUMBER OF JACK STUDS REQ'D. AT EA. END UNLESS
OTHERWISE NOTED THE PLAN
ALL STRUCTURAL HEADERS TO BE #2
4R BETTER S.Y.P.
ALL NON-STRUCTURAL HEADERS HEM -FIR OR S -P -F OR BETTER
CONSTRUCTION NOTES
L .APPLICABLE CODES:
- FLOR
IDA BUILDING CODE 2410 -RESIDENTIAL=Jz E-=
- NATIONAL ELECTRICAL CODE REQUIREMENTS FOR ONE AND TWO FAMILY DWELINGS, NFPA
70A; 2007.
- FLORIDA FIRE PREVENTION CODE - F.F.P.C. 2010
2. SUBCONTRACTORS 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 TERMIIICIDE. THE BORA-CARE
TERMITIODE 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 DEIGNED BASED ON PRESUMPTIVE SAFE ALLOWABLE BEARING PRESSURE OF 2000
PSF. CONTRACTOR MALL VERIFY THAT THE MINIMUM BEARING PRESSURE OF 2000 PSF IS
OBTAINED PRIOR TO FOOTING PLACEMENT.
2. FOOTING MALL 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 1TiE 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
44.
3. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE 4NTH THE LATEST EDITION OF ASTM A185.
CONCRETE MASONRY NOTES
1. CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE NTH A.C.I. 530/ASCE 5/TMS 402.
2. CONCRETE MASONRY .UNITS SHALL BE 1N 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 MASONRRY 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 BRC. EA. END U.N.O. (4' MIN. BEARING
REQ'D.)
PRE-ENGINEERED: WOOD TRUSSES
L ALL TRUSSES SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE "NATIONAL DESIGN
SP€CIFICATONS FOR STRESS -MADE 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 DEVATIONS OR DISCREPANCIES FROM THE PLANS TO BE BROUGHT TO
THE AT1>=NTiON 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 DRAiNNGS 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 SE( 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 DEIGN
SPEORGAl10NS FOR WOOD CONSTRUCTi(XV" BY THE NATIONAL FOREST PRODUCT ASSOOAl10N.
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, HAivD 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 NflTID OTHERWISE ON PLANS. ALL HEADER MATERIAL TO
BE SOUTHERN 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 4N 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 91ALL BE OFFSET AT LEAST 4'-0°. STRUCTURAL
DOUBLE PLATES TO BE NAILED AT 6" D.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 NhLS CONNECTING WOOD MEMBERS SHALL NOT BE LESS THAN THOSE
SPECIFIED IN TABLE 2304.9.1 (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.
14. 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 INSTALLAIiOJ.
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 ER. ITEM.
8. INSTALL ALL SPECIFIED FASTENERS AT EACH CONNECTOR. REFER TO CONNECTS 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 - 144
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
GENERAL NOTES
1. DOORS BETWEEN GARAGE AND LIVING SPA( MALL BE MINIMUM 1 3/8' THICK SOLID CORE
WORD ODORS, 1 3/8' SOLID DR 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 (FILINGS SEPARATING THE
DWELL{N FROM THE GARAGE SHALL BE CONSTRUCTED 4F A MINIMUM N0. 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
1
1
1
1
ry
ry
cn
i
1
i
1
LATEST REVISION
DATE TO MASTER:
07-01-12
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DO NOT SCALE PRINTS!
CONSTRUC114N SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO M/i
HOMES FOR CLARIFI
DiMENSfON NOT MULLED WOW. OPNG. DIMENSION
2. MAXIMUM ALLOWABLE SPACING BTWN. TAPCON ANCHORS TO BE 24" O.C.
2x HDR. PLATE OR
EXTERIOR WD. HDR.
SHEATHING 2 LAYERS OF 7/16" O.S.B. OR
(i) LAYER OF 3/4' PLYWD.
CONNECT W/ {2)8d NAILS AT
16" O.C.
BUILT UP WOOD HDR. OR
2x 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 WDW./[l0(Xi PER
MANUF. SPECIIFFICRTIONS
SILL 1 JAMB 1 HEAD
FRAME WALL OPNG.
WDW./DOOR
DETAILS
TAPCON PER 1 3/4"
SCHEDULE MIN.
� X
M �
EXT. FACE (2)1Dd 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 z 2 1/2" AT 24°
2" THICK OR MORE O.C. FOR BUCK BUILT UP
BUILT UP BUCK DETAIL 21/2" THIO( OR MORE
THICKNESS 11/2" OR GREATER
PRECAST CONC. MIN. 2 1/2" WIDE BUCK -
LINTEL ABV. OPNG. .MAXIMUM 2 3/4" BUILT UP
OR CMU JAMB THICKNESS - CONNECT W/
CAULK BTWN. 3/16" DIA. TAPCONS.
BUCK /BLOCK TAPCON LENGTH MUST BE
SUFFICIENT TO ACHIEVE MIN.
CEMENT FINISH � 1 1/4" EMBEDMENT INTO
ODER BLOCK BLOCK JAMB /HERD
INSTALL WOW./DOOR SCREW DRYWALL
ANCHOR INTO BUCK PER
INSTALLATION DETAILS
HEAD/JAMB FOR BUCK
THICKNESS 1112" OR GREATER
INSTALL WDW./DOOR TAPCON
PRECAST CONC. ANCHOR INTO BLOCK PER
LINTEL ABV. OPNG. INSTALLATION DETAILS
OR CMU JAMB
CAULK BTWN. MIN. 2 1/2' WIDE BUCK -
MAXIMUM BUILT UP
BUCK % BLK THICKNESS MUST BE LESS
THAN 1 1/2' CONNECT W/
CEMENT FINISH SPIRAL NAILS AT 16" O.G.
OVER BLOCK DRYWALL
HEAD/JAMB FOR BUCK
THICKNESS LESS THAN 11121"
CEMENT FINISH ATTACH WDW./DOOR
PER
OVER BLOCK MANUF. SPEOFlCR110NS
PRECAST
CONC. SILL �
I SILL '
BLOCK WALL OPNG,
WDW./DOOR
BUCK DETAILS
ALL EXTERIOR WINDOWS AND DOORS SHALL HAVE MEET PRESSURES IN
CHART- EXPOSURE "C"
FASTENER SCHEDULE FOR
BUILT UP STUD COLUMNS
VERTICAL SPACING OF FASTENERS AT 8' O.C.
STAGGERED UNLESS OTHERWISE NOTED. THIRD AND
FOURTH PLIES SHALL BE ADDED TO EITHER SIDE OF
2 -PLY COMPOSITE POST. MINIMUM END DISTANCE SHALL
BE 2 1/2' AND MINIMUM EDGE DISTANCE SHALL BE t".
STUD # OF NAILS NUMBER OF PLYS
SIZE PER RDW (2) PLYS (3) PLYS (4) PLYS
20 (t) 10d x A. 10d x 31 10d X A. OR
1/2" DIAM.
BST 0 16° O.C.
26 (2) 10d x A. i Qd x A. 10d X A. OR
1/2° DIAM.BOLT
0 16' D.C.
2x$ (2) tOd x 31 1 O x A. i0d X A. OR
1/2" DIA. BOLT
0 16" D.G.
IN LIEU OF
NAILS, MEMBERS MAY BE BOLTED TOGETHER.
WITH 1/2' DIAM. THRU-BOLTS AT 16" O.G. 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
HEADER LOAD HEADER SIZE
CONDITION (2)2x6 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 FLOC ONLY 3'-6' 2 4'-5" 2 5-5" 2 6'-3" 2
2nd FLOOR &ROOF 3'-0' 2 4'-8" 2 5
-5" 3 ON
"NJ" =MINIMUM NUMBER OF JACK STUDS REQ'D. AT EA. END UNLESS
OTHERWISE NOTED THE PLAN
ALL STRUCTURAL HEADERS TO BE #2
4R BETTER S.Y.P.
ALL NON-STRUCTURAL HEADERS HEM -FIR OR S -P -F OR BETTER
CONSTRUCTION NOTES
L .APPLICABLE CODES:
- FLOR
IDA BUILDING CODE 2410 -RESIDENTIAL=Jz E-=
- NATIONAL ELECTRICAL CODE REQUIREMENTS FOR ONE AND TWO FAMILY DWELINGS, NFPA
70A; 2007.
- FLORIDA FIRE PREVENTION CODE - F.F.P.C. 2010
2. SUBCONTRACTORS 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 TERMIIICIDE. THE BORA-CARE
TERMITIODE 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 DEIGNED BASED ON PRESUMPTIVE SAFE ALLOWABLE BEARING PRESSURE OF 2000
PSF. CONTRACTOR MALL VERIFY THAT THE MINIMUM BEARING PRESSURE OF 2000 PSF IS
OBTAINED PRIOR TO FOOTING PLACEMENT.
2. FOOTING MALL 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 1TiE 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
44.
3. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE 4NTH THE LATEST EDITION OF ASTM A185.
CONCRETE MASONRY NOTES
1. CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE NTH A.C.I. 530/ASCE 5/TMS 402.
2. CONCRETE MASONRY .UNITS SHALL BE 1N 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 MASONRRY 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 BRC. EA. END U.N.O. (4' MIN. BEARING
REQ'D.)
PRE-ENGINEERED: WOOD TRUSSES
L ALL TRUSSES SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE "NATIONAL DESIGN
SP€CIFICATONS FOR STRESS -MADE 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 DEVATIONS OR DISCREPANCIES FROM THE PLANS TO BE BROUGHT TO
THE AT1>=NTiON 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 DRAiNNGS 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 SE( 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 DEIGN
SPEORGAl10NS FOR WOOD CONSTRUCTi(XV" BY THE NATIONAL FOREST PRODUCT ASSOOAl10N.
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, HAivD 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 NflTID OTHERWISE ON PLANS. ALL HEADER MATERIAL TO
BE SOUTHERN 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 4N 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 91ALL BE OFFSET AT LEAST 4'-0°. STRUCTURAL
DOUBLE PLATES TO BE NAILED AT 6" D.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 NhLS CONNECTING WOOD MEMBERS SHALL NOT BE LESS THAN THOSE
SPECIFIED IN TABLE 2304.9.1 (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.
14. 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 INSTALLAIiOJ.
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 ER. ITEM.
8. INSTALL ALL SPECIFIED FASTENERS AT EACH CONNECTOR. REFER TO CONNECTS 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 - 144
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
GENERAL NOTES
1. DOORS BETWEEN GARAGE AND LIVING SPA( MALL BE MINIMUM 1 3/8' THICK SOLID CORE
WORD ODORS, 1 3/8' SOLID DR 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 (FILINGS SEPARATING THE
DWELL{N FROM THE GARAGE SHALL BE CONSTRUCTED 4F A MINIMUM N0. 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
1
1
1
1
ry
ry
cn
i
1
i
1
LATEST REVISION
DATE TO MASTER:
07-01-12
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-5" 3 ON
"NJ" =MINIMUM NUMBER OF JACK STUDS REQ'D. AT EA. END UNLESS
OTHERWISE NOTED THE PLAN
ALL STRUCTURAL HEADERS TO BE #2
4R BETTER S.Y.P.
ALL NON-STRUCTURAL HEADERS HEM -FIR OR S -P -F OR BETTER
CONSTRUCTION NOTES
L .APPLICABLE CODES:
- FLOR
IDA BUILDING CODE 2410 -RESIDENTIAL=Jz E-=
- NATIONAL ELECTRICAL CODE REQUIREMENTS FOR ONE AND TWO FAMILY DWELINGS, NFPA
70A; 2007.
- FLORIDA FIRE PREVENTION CODE - F.F.P.C. 2010
2. SUBCONTRACTORS 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 TERMIIICIDE. THE BORA-CARE
TERMITIODE 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 DEIGNED BASED ON PRESUMPTIVE SAFE ALLOWABLE BEARING PRESSURE OF 2000
PSF. CONTRACTOR MALL VERIFY THAT THE MINIMUM BEARING PRESSURE OF 2000 PSF IS
OBTAINED PRIOR TO FOOTING PLACEMENT.
2. FOOTING MALL 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 1TiE 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
44.
3. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE 4NTH THE LATEST EDITION OF ASTM A185.
CONCRETE MASONRY NOTES
1. CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE NTH A.C.I. 530/ASCE 5/TMS 402.
2. CONCRETE MASONRY .UNITS SHALL BE 1N 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 MASONRRY 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 BRC. EA. END U.N.O. (4' MIN. BEARING
REQ'D.)
PRE-ENGINEERED: WOOD TRUSSES
L ALL TRUSSES SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE "NATIONAL DESIGN
SP€CIFICATONS FOR STRESS -MADE 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 DEVATIONS OR DISCREPANCIES FROM THE PLANS TO BE BROUGHT TO
THE AT1>=NTiON 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 DRAiNNGS 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 SE( 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 DEIGN
SPEORGAl10NS FOR WOOD CONSTRUCTi(XV" BY THE NATIONAL FOREST PRODUCT ASSOOAl10N.
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, HAivD 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 NflTID OTHERWISE ON PLANS. ALL HEADER MATERIAL TO
BE SOUTHERN 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 4N 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 91ALL BE OFFSET AT LEAST 4'-0°. STRUCTURAL
DOUBLE PLATES TO BE NAILED AT 6" D.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 NhLS CONNECTING WOOD MEMBERS SHALL NOT BE LESS THAN THOSE
SPECIFIED IN TABLE 2304.9.1 (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.
14. 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 INSTALLAIiOJ.
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 ER. ITEM.
8. INSTALL ALL SPECIFIED FASTENERS AT EACH CONNECTOR. REFER TO CONNECTS 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 - 144
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
GENERAL NOTES
1. DOORS BETWEEN GARAGE AND LIVING SPA( MALL BE MINIMUM 1 3/8' THICK SOLID CORE
WORD ODORS, 1 3/8' SOLID DR 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 (FILINGS SEPARATING THE
DWELL{N FROM THE GARAGE SHALL BE CONSTRUCTED 4F A MINIMUM N0. 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
1
1
1
1
ry
ry
cn
i
1
i
1
LATEST REVISION
DATE TO MASTER:
07-01-12
W�
U
Ali
_ W
WI
0
0
f z
c�
o Q
- U �
tUJ
o
LV o L..L
z
O
O c�
-9C-0 CIS
Lu
�) U oho
CQ LLJ o � � �
� = Q w = ~o
C-- � J (� O C'7
O
LLLU
00
LID
- (n CV LL
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� M
1 M
L'1"J � LL
I LLJ
LLJ W
0 C/)
Lu
z 0
� o
W
o�
J co
DO NOT SCALE PRINTS!
CONSTRUC114N SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO M/i
HOMES FOR CLARIFI
4R BETTER S.Y.P.
ALL NON-STRUCTURAL HEADERS HEM -FIR OR S -P -F OR BETTER
CONSTRUCTION NOTES
L .APPLICABLE CODES:
- FLOR
IDA BUILDING CODE 2410 -RESIDENTIAL=Jz E-=
- NATIONAL ELECTRICAL CODE REQUIREMENTS FOR ONE AND TWO FAMILY DWELINGS, NFPA
70A; 2007.
- FLORIDA FIRE PREVENTION CODE - F.F.P.C. 2010
2. SUBCONTRACTORS 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 TERMIIICIDE. THE BORA-CARE
TERMITIODE 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 DEIGNED BASED ON PRESUMPTIVE SAFE ALLOWABLE BEARING PRESSURE OF 2000
PSF. CONTRACTOR MALL VERIFY THAT THE MINIMUM BEARING PRESSURE OF 2000 PSF IS
OBTAINED PRIOR TO FOOTING PLACEMENT.
2. FOOTING MALL 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 1TiE 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
44.
3. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE 4NTH THE LATEST EDITION OF ASTM A185.
CONCRETE MASONRY NOTES
1. CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE NTH A.C.I. 530/ASCE 5/TMS 402.
2. CONCRETE MASONRY .UNITS SHALL BE 1N 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 MASONRRY 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 BRC. EA. END U.N.O. (4' MIN. BEARING
REQ'D.)
PRE-ENGINEERED: WOOD TRUSSES
L ALL TRUSSES SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE "NATIONAL DESIGN
SP€CIFICATONS FOR STRESS -MADE 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 DEVATIONS OR DISCREPANCIES FROM THE PLANS TO BE BROUGHT TO
THE AT1>=NTiON 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 DRAiNNGS 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 SE( 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 DEIGN
SPEORGAl10NS FOR WOOD CONSTRUCTi(XV" BY THE NATIONAL FOREST PRODUCT ASSOOAl10N.
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, HAivD 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 NflTID OTHERWISE ON PLANS. ALL HEADER MATERIAL TO
BE SOUTHERN 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 4N 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 91ALL BE OFFSET AT LEAST 4'-0°. STRUCTURAL
DOUBLE PLATES TO BE NAILED AT 6" D.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 NhLS CONNECTING WOOD MEMBERS SHALL NOT BE LESS THAN THOSE
SPECIFIED IN TABLE 2304.9.1 (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.
14. 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 INSTALLAIiOJ.
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 ER. ITEM.
8. INSTALL ALL SPECIFIED FASTENERS AT EACH CONNECTOR. REFER TO CONNECTS 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 - 144
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
GENERAL NOTES
1. DOORS BETWEEN GARAGE AND LIVING SPA( MALL BE MINIMUM 1 3/8' THICK SOLID CORE
WORD ODORS, 1 3/8' SOLID DR 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 (FILINGS SEPARATING THE
DWELL{N FROM THE GARAGE SHALL BE CONSTRUCTED 4F A MINIMUM N0. 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
1
1
1
1
ry
ry
cn
i
1
i
1
LATEST REVISION
DATE TO MASTER:
07-01-12
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CONSTRUC114N SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO M/i
HOMES FOR CLARIFI
CATION!
D1
M!i ORLANDO
7/16' OSB SHEATHING
GABLE END OR
FLOOR TRUSS
7/8" CEMENT PLASTER
ON PAPER BACK LATH
AIR INFILTRATION BARRIER
(DESIGN STANDARD: TYVEK)-y
Z -
MID -WALL
WEEP SCREED
1/2' MIN. CEMENT
PLASTER
8' CMU WALL
DETAILS BLOCK IFRAME CONNECTION
SCALE: 3" = 1'-O"
r TYVEK OVER 'C' PEEL AND STICK
I FLASHING AND WINDOW FLANGE
TAPE OVER CUT
I TYVEK
PEEL AND STICK DETAIL
8'-D" MAX. SPAN W/O 2x8 RIDGE
2z4 VERTICAL BLKG. 2x6 VALLEY RAFTERS
(4)164 2x4 COLLAR TIE IN
NAILS UPPER 3RD OF ROOF HT.
MTS12 _
STRAP - ------ -
�I 2x4 VERT. AT MTS12
0' O.C. MAX. (ONLY STRAP
I AT SPANS > 8'-D'
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
BLOCK CELL DETAIL
2ND STY. SHOWER DETAIL
N.T.S.
Z
3 4" DIA. x 6' DP. HOLE
SET IN
INSTALLATION DETAILS) OVER 15# FELT (2' SIDE LAP / 4' END LAP AND
m
F R f BAR DOWEL
EPDXY ADHESIVE
ROOF EDGE ROOF O.H. ,�
W
FULL BED OF SILICONE
GROUT SOLID AT
COATED CLASS MAT WATER-RESISTANT
TOP OF BLK. WALL
TOP OF CELL
GYPSUM BACKER BOARD (1/2' DENS -GLASS)
'W"�'-CONC. FILLED REINF.
SAWCUT APPROX.
4'W.x24"H. OPENING
SHOWER DRAIN FOR TILE SHOWER INSTALLATION
WAPL°SECTION PER TYP.
IN WALL
WHERE THE USE OF A SHOWER PAN LINER IS
��
NOTES:
NOT REQUIRED
I "MIN.
I AS
--DRILLED HOLE TO BE
ADJACENT TO NON -AIR CONDITIONED
I OF R R P
I
CLEANED PRIOR TO
MORTAR BED AT WALL
i I
DISPENSING ADHESIVE
W/GALV. METAL LATH .
3000 PSI
FILLED CELLL/
WW/
--EPDXY ADHESIVE TO
TILE FLOOR SYSTEM
#5 REBAR
HIGH STRENGTH TYPE
N
\
--REBAR DOWEL MUST
RIDGE
i
BE CLEAN AND OIL FREE
"
i I SAWCUT 1' W. DPN. IN
SAWCUT APPROX.
A
I WALL FROM TOP TO
4 W.x24 " H. OPENING
II REFER TO HEADER
II BOTTOM FOR FULL HT
IN WALL
2
REBAR PLACEMENT INTO
WOOD TRUSSES 0 24 O.C.
LL SLID W/
25" MIN. LAP
II GROUT
TOP OF SLAB
OF REBARS
�
I�
- - --�
- - - -
(
DIA. x 6" DP. HOLE
W/ 2'-0" O.H. OR 2x4x8 SISTER
w
F{N #5 BAR DOWEL SET,IN
EPDXY ADHESIVE
ADDED
REINF. FILLED
BLOCK CELL DETAIL
2ND STY. SHOWER DETAIL
N.T.S.
`-MORTAR BED AT WALL
W/GALV. METAL LATH
SHOWER DRAIN RECEPTOR - TOP OF
DRAIN 2" MIN. BELOW F.F. LEVEL
1 ST STY. SHOWER DETAIL
N.T.S.
Ai
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70
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.` ` ! E 5s.- fQ .
LA C-44AL JAS£ ! 1
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LIL-SION t l iAC-Si'rfc l'J r� i -'' i s{ I' SECTION
AND rt
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--
171
STANDARD END DROPPED TOP CHORD END ` - ` kTUR"*F{
SECTION Ae-A SECTIO -C
NOTES -
I) ACTUAL BRACING REQIIIREI NTS WILL VARYDUE TO WIND LOAD, CODE CRITERIA, BUILDING HEIGHT,
TRUSS SPAM, WEB LUMBER GRADE/SPICIES/ON CENTER SPACING AND OTHER VARIABLES.
BRACING (ANIS ATTACHMENT) REQU;REMENTS SHOULD BE DESIGNED FOR EACH SPECIFIC JOB.
2) CO3NNECION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL, AS WELL AS T14E GES=GN
AND SP-:Clr'r.ATION OF TEMPORARY AND PERMANENT BRACING OF THE ROOF SYSTEM IS THE
RESPONSIBILITY OF THE BUILDING DESIGNER.
0
TYP. GABLE END TRUSS DETAIL
N.T.S.
4' 5' INCL
P.T. WOOD FURRING OR WOOD
SHOWER DOOR OR SHOWER
INSTALLATION DETAILS) OVER 15# FELT (2' SIDE LAP / 4' END LAP AND
FRAME WALL ASSEMBLY
ENCLOSURE W/FRAME SET IN
ROOF EDGE ROOF O.H. ,�
TILE WALL SYSTEM
FULL BED OF SILICONE
ROOF TRUSSES OR 2x RAFTERS
COATED CLASS MAT WATER-RESISTANT
SEALANT - CENTER ON
0 - - - - - - 2
- - -
-\01n2
GYPSUM BACKER BOARD (1/2' DENS -GLASS)
MARBLE SILL & WALL BEYOND
SEE ROOF PLAN
SHOWER DRAIN FOR TILE SHOWER INSTALLATION
I i
IF PROVIDED I i
� I
WHERE THE USE OF A SHOWER PAN LINER IS
FLOOR TILE
R-11 INSULATION AT ALL WALLS
NOT REQUIRED
I i
0
[n21,111
ADJACENT TO NON -AIR CONDITIONED
MARBLE SILL
II
MORTAR BED AT WALL
SPACES
PSON DSP AT16 O.C.
W/GALV. METAL LATH .
- - - - - - - - - -
2
�uwL'
o O m
TILE FLOOR SYSTEM
_ 1/2'
\
N
\
MORTAR BED
RIDGE
�—+
Q
MIN. THICKNESS 1-1/2"
"
co
MIN. SLOPE 1/4' PER FT.
A
`-MORTAR BED AT WALL
W/GALV. METAL LATH
SHOWER DRAIN RECEPTOR - TOP OF
DRAIN 2" MIN. BELOW F.F. LEVEL
1 ST STY. SHOWER DETAIL
N.T.S.
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--
171
STANDARD END DROPPED TOP CHORD END ` - ` kTUR"*F{
SECTION Ae-A SECTIO -C
NOTES -
I) ACTUAL BRACING REQIIIREI NTS WILL VARYDUE TO WIND LOAD, CODE CRITERIA, BUILDING HEIGHT,
TRUSS SPAM, WEB LUMBER GRADE/SPICIES/ON CENTER SPACING AND OTHER VARIABLES.
BRACING (ANIS ATTACHMENT) REQU;REMENTS SHOULD BE DESIGNED FOR EACH SPECIFIC JOB.
2) CO3NNECION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL, AS WELL AS T14E GES=GN
AND SP-:Clr'r.ATION OF TEMPORARY AND PERMANENT BRACING OF THE ROOF SYSTEM IS THE
RESPONSIBILITY OF THE BUILDING DESIGNER.
0
TYP. GABLE END TRUSS DETAIL
N.T.S.
4' 5' INCL
SHINGLES (ATTACH W/ GALV. METAL ROOFING NAILS PER MANUF.
USE (2) MTSM16 STRAPS FOR UPLIFT VALUES 1720 LBS. OR LESS
INSTALLATION DETAILS) OVER 15# 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" Q.C.-FIELD) ON 7/16' SPAN RATED
ROOF EDGE ROOF O.H. ,�
STRUCTURAL SHEATHING (SEE ROOF NAILING PATTERN) AND PRE-ENG'RED
HURR. STRAP AT EA. TRUSS
ROOF TRUSSES OR 2x RAFTERS
PRE-ENG'RED ROOF OR FLOOR TRUSSES
HURR. STRAP AT EA. TRUSS SEE 12
0 - - - - - - 2
- - -
-\01n2
000,0
ROOF PLAN PER
"SPH4' AT EA. STUD TO REFER TO SUBD. SPECIFICATIONS
SEE ROOF PLAN
NNECT
W/ (2)16d MIN. COMMONS SEE ROOF PLAN FOR REQ'D.
COURSE -FILL W/ CONC. AND 1-#5
� I
BAR CONT
8 KNOCKOUT
6 12
R-11 INSULATION AT ALL WALLS
TOE -NAILED TO TOP PLATE STRAP MEMBER
TOP COURSE REBAR AT EA. REINF. CONC.
0
[n21,111
ADJACENT TO NON -AIR CONDITIONED
TOP6C(X1RSE W/ CONC.
II
LOADS)
SPACES
PSON DSP AT16 O.C.
°
- - - - - - - - - -
2
�uwL'
o O m
VENTED SOFFIT Z
AND 1-#5 BAR CONT
O.C. (MAX.)
"SP2" AT EA. STUD TO TOP PLATE
ACROSS HDR. SPAN
_O Q
RIDGE
�—+
Q
p
"
co
AT EXTERIOR WALLS (U �H4 AT
M co
Lo
tV
II REFER TO HEADER
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I W
WOOD TRUSSES 0 24 O.C.
INTERIOR WALLS)
oU)
II SCHED. FOR SIZES
- - --�
- - - -
(
ROOF
W/ 2'-0" O.H. OR 2x4x8 SISTER
w
O ����`�
W 4' O I OO
EDGE
(SEE ROOF FRAMING PLAN
F-
0 0
2x CONT. STAGGERED
I C/)
DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
PER INDICATED
DIMENSIONS
'Z
O O I
c�
I O 22
d
FOR LOCATION) ti
MID -WALL BLOCKING
(WALLS OVER 10' H. --PROVIDE
I 'LSTA24" STRAP AT
1
i HDR. STUD TO BEAM
2
2 2O
DRIP EDO OVER
BLKG. AT 4-0 O.C. MAX.)
I (2) STRAPS EA. SIDE
O3
O3
5' INCL.
3/4' PRIME TRIM
1/2' GYPSUM BD. R-38 INSULATION
A
2x STUDS AT 16 O.C. SEE
i W/ (4) OR MORE TRUSSES
ROOF O.H.
FASCIA BOARD ON 2x
2'-°"
WALL AND ROOF FRAM ING NO
ACROSS OPNG.
O1 ZONE 1 - USE 8d °RINGSHANK" NAILS @ 12" O.C. (FIELD) 6" O.C. (EDGE)
SUBFASCIA
PRE-ENG'D. CONC. LINTEL
FOR SPECIES
I NOTE.
O2 ZONE 2 - USE 8d "RINGSHANK° NAILS @ 6" O.C. (FIELD/EDGE)
ABV. TYP. WOW. AND DOOR OPNCS.
i
O ZONE 3 - USE 8d "RINGSHANK" NAILS @ 4" O.C. (FIELD/EDGE)
SEE PLANS FOR LOCATIONS AND TYPES
TRUSS TO PLATE ANCHOR, STUD TO
I
I TOP OR SILL PLATE ANCHORS,
ROOF
NAILING
PATTERN
CONT. ALUMINUM
VENTED SOFFIT
. 'SP2' AT EASTUD TO SILL
6"
MAX.
AND BOLTS TO SLAB NOT REQUIRED
i AT INTERIOR BEARING NOTED
NOTES: 1. EXTEND ROOF 1'-0" BEYOND
WIDTH OF POOL OR SERVICE DOOR
PLATE AT EXTERIOR WALLS (USE
.WALLS
ON PLANS AS SUPPORTING GRAVITY
NOTE: ALL PLYWOOD ROOF SHEATHING SHALL HAVE A 'PANEL
OPENINGS @ EACH SIDE U.N.O.
SPH4 AT INTERIOR WALLS)
LOADS ONLY (NO UPLIFT LOADS)
SPAN RATING" OF 32/16.
2. EXTEND ROOF 2'-0" BEYOND
WIDTH OF S.G.D. OPENINGS
NUMBER OF STUD
0 EACH SIDE U.N.O.
5/8" EXP. BOLTS (4' EMBED.)
TO PLATE CONNECTORS TO
8"
7/ CEMENT
AT 32' O.C. MAX. W/ 2' SQ. WASHERS
MATCH NUMBER OF STRAPS
PLASTER
DETAIL O F 0 N E STORY ROOF
PROVIDE •SPH6' STRAP AT 2x6 STUDS ABOVE OPNG.
PAPER BACK LATH.
IN LIEU OF "SPH4" STRAPS
BUILDING MAP
OVERHANG @ EXTERIOR DOORS
1
-STY.
FRAME BRG. WALL
()
N.T.S.
STRAPS AND BOLTS
NOT REQUIRED AT INTERIOR BEARING WALLS
WALL SHEATHING
NOTED ON PLANS AS SUPPORTING GRAVITY LOADS ONLY (NO UPLIFT LOADS)
PEEL AND STICK
MEMBRANE
FLASHING
8x8x16 CONC. KNOCKOUT
ALUMINUM WINDOW
PROVIDE SOLID 20 BLKG. BTWN.
25" MIN. LAP
BLK. TOP COURSE -FILL
W/ CONC. & 1-#5 BAR CONT.
FRAME SET IN CONT.
TOP/BOT RAILS FOR SOLID NAILING
BED OF SEALANT
OF STRAP
PROVIDE 2x4 BLKG. BTWN. FLR.
SIMPSON 'MSTAM24" STRAP W/
TRUSS- CONNECT TO BLK. W/ (4)
N
EXTERIOR WINDOW HEAD
5 1/4'x2 1 4' MASONRY
SCREWS 4' 2 1/4OCK WALL AND
0.145 DIA.x3' L POWDER ACTUATED
FASTENERS- PLACE BLKG. ALONG
� 5 REBAR W/ STD. HOOK
(9)104 COMMONS TO FLR. TRUSS-,,,,
SIDE OF GABLE END FLR. TRUSSES
SCALE: 2" - 1'-0"
REINF. CONC. FILLED
CELL #5 VERT. REBAR
25' MIN. LAP
ALUMINUM WINDOW
FRAME SET IN CONT
z W
g w o
u II #5 REBAR W/ STD. HOOK
BED OF SEALANT
N
CONC. FILLED REINF. TOP
BLOCK WALL HT.
TRANSITION DETAIL
PEEL AND SUCK
MEMBRANE
BLK. COURSE PER TYP.
FLASHING
WALL SECTION
BUILDING WRAP
MISSED FLOOR TRUSS
METAL OR VINYL TRIM
WALL SHEATHING
CONTROL / EXPANSION JOINT
TO BLK. WALL STRAP
7/8' CEMENT PLASTER
PAPER BACK
LATH
PROVIDE (1) "MSTAM24" FOR ER. "HETA20" STRAP SPECIFIED
PAPER BACK LATH
24" NODE PEEL &STICK
7/8° CEMENT
MEMBRANE OR #15 FELT
PLASTER
FLASHING
SIMPSON 'MTSM16" STRAP W/
BUILDING WRAP (TYVEK)
(4) 1/4"x2 1/4" TAPCONS TO
WALL SHEATHING
EXTERIOR
WINDOW
SILL
BLOCK WALL AND (7)10d n
COMMONS TO TRUSS i I ROOF TRUSS
SCALE: 2" - 1'-0"
ALUMINUM WINDOW 1-7/8" CEMENT PLASTER
FRAME SET IN CONT.
BED OF SEALANT PAPER BACK LATH
PEEL AND STICK
MEMBRAN FLASH NC (TYVEK) WRAP
WALL SHEATHING
EXTERIOR WINDOW JAMB
SCALE: 2" - 1'-O"
�DBL 2x P.T.
BLOCKNG
EL -
VERT. REINF. CONC. AT 6' NAILS
AT 6' O.C.
FILLED CELL W/'BRJ n 1/2" EXP. BOLT AT 24' O.C. VERT.
(2 3/4" EMBED.) W/ 2 -SQ. WASHER
REINF. FILLED TOP
BLOCK COURSE II SIMPSON "SP2' AT EA. STUD AT
II EXTERIOR WALLS USE SPH4 (AT
CONC. BLK. INTERIOR BEARING WALLS)
WALL PER TYP.
WALL SECTION II ATTACH EXT. SHEATHING TO
STUDS PLATES PER
STRUCTURAL NOTES
VERT. REINF. CONC.
FILLED CELL W/ 1 BAR
AT EXT FRAME WALL TO BLOCK WALL,
PROVIDE 2x P.T. W/ IJ2' EXP. BOLT
AT 24" O.C. VERT. (4 EMBED.) W/ 2'
SQ. WASHERS PROVIDE 1 1/2' EDGE
DISTANCE FOR BOLTS
Q
II N SIMPSON "SP2' AT EA. STUD AT
EXTERIOR WALLS (USE SPH4 AT
INTERIOR BEARING WALLS)
TOP OF SLAB II N
I 8"
EXT. FRAME WALL TO
BLOCK WALL CONNECTION
DETAIL APPLICABLE TO ALL EXTERIOR FRAME WALLS ONLY
UNLESS OTHERWISE NOTED ON FLOOR PLAN
� I1
�I
zI INSTALL ADD'L. STRAP
LJ
cnDIAGONALLY FROM EA.
N I OTHER FOR SINGLE
CONC. FILLED REINF. TOP MEMBER TRUSS
BLK. COURSE PER TYP.
WALL SECTION
MISSED ROOF TRUSS TO BLK. WALL STRAP
DETAIL @CONTROL I
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 15# 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" Q.C.-FIELD) ON 7/16' SPAN RATED
HURR. ANCHOR AT EA. TRUSS TO TOP PLATE ALUMINUM OR 5/4' PRIME TRIM
STRUCTURAL SHEATHING (SEE ROOF NAILING PATTERN) AND PRE-ENG'RED
AT 4" O.C. REMAINDER AT 7" O.C.
ROOF TRUSSES AT 24" O.C.
PRE-ENG'RED ROOF OR FLOOR TRUSSES
HURR. STRAP AT EA. TRUSS SEE 12
AT 24' O.C.
000,0
ROOF PLAN PER
"SPH4' AT EA. STUD TO REFER TO SUBD. SPECIFICATIONS
8x8x16 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 'IlDRIP
EDGE OVER _��
FASCIA
1 "mil
FASCIA MATERIAL TO BE
^`10 2" GYPSUM BD.
W
DIAPHRAM AREA FASTEN 5d NAIL
/
a
o
1/2" GYPSUM BD. J
HURR. ANCHOR AT EA. TRUSS TO TOP PLATE ALUMINUM OR 5/4' PRIME TRIM
Ir
AT 4" O.C. REMAINDER AT 7" O.C.
DBL. 2x TOP PLATE
SEE FRMG. PLANS BOARD OVER 2x4/2x6 SUBFASCIA
ENERGY CALCULATION FOR R -VALUE
TRUSS TO PLATE ANCHOR, STUD TO TOP OR SILL 3
�Wo
"SPH4' AT EA. STUD TO REFER TO SUBD. SPECIFICATIONS
II
PRE-ENG'RED. PRECAST CONC. LINTEL ABV. TYP.
TOP PLATE FOR FASCIA MATERIAL
a
WDW. AND DOOR OPNGS. SEE PLANS FOR
R-11 INSULATION AT ALL WALLS
o
TOP COURSE REBAR AT EA. REINF. CONC.
LOCATIONS AND TYPES
ADJACENT TO NON -AIR CONDITIONED
II
LOADS)
SPACES
CONT. ALUM.
°
1/2" DRYWALL OVER 1x2 P.T. (MIN.) AT 24"
�uwL'
o O m
VENTED SOFFIT Z
I
O.C. (MAX.)
1/2" DRYWALL -
2x STUDS 0 16' O.C.
12 SPF OR BETTER
C3-
CORE -FILL 500 FOAM INSULATION IN ALL
a
o
�
I
°
OPEN CMU WALL CELLS - REFER TO
NOTE:
ENERGY CALCULATION FOR R -VALUE
TRUSS TO PLATE ANCHOR, STUD TO TOP OR SILL 3
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ii
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
o
TOP COURSE REBAR AT EA. REINF. CONC.
SUPPORTING GRAVITY LOADS ONLY (NO UPLIFT
O
FILLED BLOCK CELL AS LOCATED PER PLANS
LOADS)
c�
z
M W Coo
"SP"TYPE ANCHOR AT EA.
2x P.T. SILL PLATE STUD TO SILL PLATE
5/8' EXP. BOLTS (4" EMBED.) AT 24" O.C. MAX.
3 1/2" MIN. CONC. SLAB (2500 PSI) W/ W/ 2' SQ. WASHERS @ CONT. BRG WALLS
FIBERMESH OR 6x6 10/10 WN OVER VAPOR
BARRIER
CLEAN COMPACTED TERMIl"'. o o
TREATED ALL
THICKEND SLAB FOOTING
PER SLAB PLAN
TYP. INT. BRG. WALL SECTION
SCALE: 1 1/2"=l' -O"
�I PRECAST WDW. SILL - TYP. AT STD.
WDW. OPNG.
J
4' MIN. 3 1/2" MIN. CONC. SLAB (2500 PSI) W/
`V INi FIBERMESH OR 6x6 10/10 WWM OVER VAPOR
BARRIER
u
0o II
FINISH GRADE
CLEAN COMPACTED TERMITE
TREATED FILL
N uo 0
MONOLITHIC SLAB EDGE FOOTING
#5 BAR DOWEL TIED TO FTG. REBAR 16' PER SLAB PLAN
AT EA. REINF. FILLED CELL AS MIN.
LOCATED PER SLAB PLAN
TYP. EXT. BLOCK WALL SECTION
SCALE: 1/2"=l' -O"
FLASHING: ROOF do WALL FLASHING SHALL BE ALUM. OR GALV. METAL W/ FASTENERS MAX. 16" O.C.
LATEST REVISION
DATE TO MASTER:
07-01-12
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M/I ORLANDO
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HOMES FOR CLARIFICATI
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M/I ORLANDO