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DESIGN CRITERIA PER FBC 6th EDITION (2017) AND ASCE 7-10
CODE INFORMATION
BUILDING CODE
2017 FBC, 6TH EDITION 2014 FFPC
ELECTRICAL CODE
2014 NEC, NFPA 70
BUILDING TYPE
RESIDENTIAL STORAGE
MANUFACTURER
EZ PORTABLE BUILDINGS, INC.
AGENCY
PROFESSIONAL SERVICE INDUSTRIES
AGENCY PLAN NUMBER
BARN TYPE ROOF
CONSTRUCTION TYPE
V-B
FIRE PROTECTION
B
FIRE SUPPRESSION SYSTEM
NO
OCCUPANCY
STORAGE SHED
NUMBER OF OCCUPANTS
0
ALLOWABLE # OF STORIES
1
WIND VELOCITY
180 ULTIMATE MPH EXPOSURE B
FIRE RATING OF EXTERIOR WALLS
1 HOUR
FLOOR LIVE LOAD
125 PSF
FLOOR DEAD LOAD
10 PSF
ROOF LIVE LOAD
20 PSF
ROOF DEAD LOAD
10 PSF
'R" RATING OF FLOOR, WALL, AND ROOF
N/A
MODULES PER BUILDING
ONE
SQUARE FOOTAGE
719 SO. FT. MAX.
APPROVED FOR HURRICANE PROTECTION SERVICE
NO
APPROVED FOR HURRICANE PUBLIC SHELTER
INO
Code Search
Code: fladda tv4Mrosr 4am1r
--• ---------------------
Occupancy:
Occupancy Group = S :shape :;A:
Risk Category & Importance Factors:
RISK CategoryEwMh,g.>M otne.UnMurts 1weSrrprKMla bvnOraa %a hu4,
Wind factor=` 1.00 use 0.60 NOTE: Output Will be nominal wind ressures
Snowfactor= 0.80
Seismic factor= 1.DO
Type of Construction:
Fire hating:
Roof=
1.0 hr
Fla.,=
1.0 hr
-- -- Building Geometry:
Roar angle (6) ` 6.DO 112 22-6 deg
Building length (L)
10.0 R
Least width (B)
10.0 R
Mean Roof 18 (h)
SO It
Parapet hl above grd
0.0 fl
Minimum parapet ht
0.. fl
Wind Loads:
'ASCE7- 10
ut-Wirdspeed
lm,ryh
N1,nnol ,,and speed
139.4 rrph
R Gebgvy
Emawae c.-
I
B 1:p.,..p •Y
Ercbvre Chesil.
Entlrfed Bnl9ry 'uwoxeewem9 :7:
D-Ii-ry halt
o.66 (a:T :Wtu_-ws-wa - :T
m me1
' 0.701
0.575 I-
T or
ym rpm
TmemmlNe FMer 1KZO
Tapoxww
mw at (H)
FlN LKK-----------:t:
BO.an -
Nor Hill Length M)
t..a.
Ac9mIHM
0.90
tee lnh
o.se
A4ltlieed Lh - _•-
�fiOAn
-50.0It
- __- - -- - Fnonlapdarmei-
-arp-nWna
dpa,rWM [ _-m
Wlla 0.50
K. a e0D)
An-0.31
Kr=a_
me=o.w
Ka=1.000
At News ROm H'
I(rt=(IN4K,K,y2= I.ad
Wend Loads -MWFRS hs6O'(Low4im Bulldinnsl EnctwedloartlalN enclosed onN
Kr=Kh(_1)= Mm EdWSTip (a): 9.OR
Base treavm(gh)= 29A pf Eadl pa)fi.OR
CASE�A
CASEB
Sudace
can
GC .en
GC .,
1
0.4 O.i1 0.96
0.36
4.0
-0.15 -Oz! -0..
2
-0A5 -0I7 -0m
.0.fi9 -0.19
3
{
-0A7 -0.29 -0A5
4.41 -02] -0.59
4SS
-0.3T -OZr 4L.
-0.45 -0m
s
m
0.40 .11 0.4
1E
a.0.95 0.59
--0.b -0.66
iE
-0.m T2 -0.5• -090
- LOT -0.00 -135
3E
4E
-065 4.4-0.8'f
-0.60 4.12 -0m
-0.53 -0.30 -0.71
-0.30 -0.fie
SE
6E
O.o" et O.T9 0.4
-0.V -030 4.6,
Nem1 I met Srnf.. .. rmn
I
21.3 t0.e
aA -16T
2
4.1 -Hr.
-15.1 _z.6
3
A.S -19.2
4.6 -16.9
4
5
d9 -17.a
a.0 -16T
17.2 65
6
a.3 -13.9
1E
m6 17.5
4.9 -19.6
2E
3E
16.0 -26.6
-Ise -24.5
-28.4 47.O
-10.4 41.0
4E
-124 -2a1
-IL9 -166
6E
6E
23.4 127
14 Aa,
Wind Loads - Components & Claddina : h m 60'
M(raIal)e 0.70 h= 9.OR
Bwepmwe(gh)a m6pi e. 30It
Mvirtun paned Na O.OR O'Cpia N-0.10
Rom Ance(8)= Me deg
Thp areal - Getla
Roof An
rkg-ZNepar-Tao
N1p51e Zme
PaNG,e AI l
0_t� lac
0-hang &ns
y) N`J: rtt�.nJrLl
- 1-ESCARPp�NjjFj- - -
= sppee.�
J
2D 1RooE prm A10s7h6A1ETRICAE wu
GCp -I- GCPI
sanaro
gagvo red)
1bah A
10 c1
BOB
11 a1
101
so
IIITsar
500d
-0.as
-no
_29.9
-29.0
-29.4
•29.0
-1.66
-1.53
-1.9a
-05.7
-2T6
-2.36
-210
-aM
_T0.0
a1.6
a6.6
a•.fi
0.60
0.61
0.40
m2
18.0
1{.
15.0
14
-ram
-22D
-220
.2
a52
-653
a53
-053
a.m
-2.08
-25a
-1mO9.7
w pow= wa.'- u -
DW+hmq -prnme egime A41-pre- (Wdml Inc -Irma' pmawn of as P.O
PJ02E(
gp= OApd Sudace P,e4ma
6atid Fan el p,essae tOm Idea IBOOM 40'61
CASE A=preemelvmdl lfaaL,q (pm) GASE A:Irnedar mites: 0.0 0'.]
A
CASE B=p,rsvae e4eyfmnONp (red) Carermc 0.0 0.0 00 0.0
CASEB:Ir�rormne'. 0.0 0.0 0.0 0.
Carnet me O.e O.0
11111111
Aie
liepa0relan
lWpatilelw
Pmi01e tare 48
m .,m I
S.-pr®sae Onguro.
r, m
10. 1.. 600q
Intl tend
SOO al
SOm
200d
-1.20 - .10 -0.as
-]7.9 -3z7
-i0.0
-34.3
a1.1
-1.58 -11] -0.96
•6.0 a6.d
.29.0
-39.5
-ml
1.10 1.00 ..08
..a 29.7
.1
]1.3
2e.
BARN TYPE ROOF
STRUCTURAL NOTES
GENERAL:
aZ F
AMOS OR Amry
CONTRACTOR OF RECORD
t F�2 -os'33
ST. LUCE COUNTYBUILII
REVIEWED FOR COiVR11 TA
REVIEIVE,D Y
DATE v
PLANS ANTD PERINUT MUS
OR NO INSPECTION WILL
KEPT ON JOB
NEE.
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS 3
REQUIRED BY FIELD INSPECTORS THAT..:
comity Wn APMAIIIIA 000
1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE
GOVERNED BY LOCAL JURISDICTION.
2. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION CODE
PER SECTION 1015.22.
J. REFER TO TIE -DOWN DETAILS FOR PROPER INSTALLATION REQUIREMENTS
TO MEET CODE.
4. ALL STUDS, RAFTERS, TRUSSES, ETC. ARE 2 X 4 #2 SPRUCE -PINE FIR
OR SPF.
5. STRUCTURES OVER 400 SQ. FT. WILL HAVE AN 80" MINIMUM DOOR.
6. GUTTERS TO BE INSTALLED ON -SITE BY OTHERS THRU LOCAL CODES.
7. ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS AS
PER FLORIDA BUILDING CODE.
8. STORAGE SHEDS ARE NOT DESIGNED FOR HUMAN HABITATION. SHEDS
THAT HAVE FLOOR AREA OF 720 SQUARE FEET OR LESS ARE NOT
REQUIRED TO COMPLY WITH THE MANDATORY WIND -BORN DEBRIS IMPACT
STANDARD OF THE FBC.
-- -WOOD:-_ -- ----------- - -----
A. FRAMING LUMBER SHALL BE AS FOLLOWS OR BETTER:
1. 2X RAFTERS/BEAMS/JOISTS, J/2 SPF OR AS DETERMINED BY THE
ENGINEER.
2. I -JOIST AND ENGINEERED BEAMS PROVIDED BY MANUFACTURER
3. PLATES, //2 SPF.
4. STUDS, 112 SPF TYPICAL UNLESS OTHERWISE NOTED
5. WOOD MOISTURE LESS THAN 197
B. ALL NAILS SHALL BE COMMON UNLESS OTHERWISE NOTED
C. WHERE NOT OTHERWISE NOTED ALL NAILING OR SCREWING SHALL BE
AS INDICATED IN THE CURRENT FLORIDA BUILDING CODE, ASCE-7.
ALL SHEATHING MUST BE NAILED OR SCREWED AND ADHESIVES SHALL
NOT BE USED IN PLACE OF NAILING.
D. METAL CONNECTORS TO BE PROVIDED BY SIMPSON. ALTERNATE
CONNECTORS W/EQUIVALENT OR HIGHER ALLOWABLE LOADS MAY BE
USED IN LIEU OF SPECIFIED COMPONENTS. INSTALL AS PER
MANUFACTURERS RECOMMENDATIONS.
E. ALL EXTERIOR WALLS TO BE SHEATHED WITH MIN. 3116" EXTERIOR LP
SMART SIDE STRUCTURAL SIDING. FASTEN WITH MIN. 6d RING NAILS
06 " O.C. ALONG PANEL INSET EDGES, THEN 6" O.C. ON THE LAP
JOINT EXTERIOR EDGES AS PER MANUFACTURERS INSTRUCTIONS. 12"
O.C. INTERIOR SPACING FOR ALL EXTERIOR SHEAR WALL SIDING.
F. ENGINEERED COMPONENTS (TRUSSES, I -JOIST, LL BE
INSTALLED AND FASTENED PER MANUFAC I _ S. SPECI CATIONS AND
DIRECTIONS.
U
C
W
a �m
W a" t7
mLL�
LL
Cn
Q
DATE
10 FEBRUARY 2016
.
NOTED. ALL DIMEiE
NOTED. ALL INCHES.
SIONs 4N INCHES.
S00E AS SHOWN
"'A. R. ACE
CHK: TW
ENG:A R. ACE
A' PSI
OF q
CAD FILE LOCATION:
C:\AUSTIN\
mm( ulmsmEI185
DWG NO:
S - 1 -1
�
JAN 2 5 2018
5-10d 2x6 BOT. CHORD FOR STORAGE
NOTE: NAIL ALL ROOF SHEATHING SAVE TRIM -NAIL
®6" O.C. EDGES AND 72" O.C. INTERNAL W/)Od 010' O.C.
END SAVE TIE DOWN
NOTE. WHEN CEILING 1S
USING 1-LSTA12
40 YR. #1 METAL ROOFING OVER 4x2 Mitek SPLICE OR EQUAL • 0
USED FOR STORAGE 15 LB, FELT UND£RLAYMENT OVER PLATES AT EACH TRUSS & EACH END ALIGN
USE 2x6 CEILING 7/16" OSB SHEATHING OVER CEILING JOIST SPUCE-BOTH SIDES W/ STUD
JOISTS 2x4 f2 TRUSS FRAMING 024' O.C. USING A PRESS VICE •
�4" 214 f2 SFP BARN LOFT JOISTS
0 IIJr 024" O.C.-SEE BOXED NOTE
1 -O
LOFT AREA FOR
STORAGE n n n rl n n
1'-8.75'
OR J" STRUCTURAL FLOOR T&G PANELS
PERPENDICULAR TO FLOOR JOISTS -
BLOCK JOINTS -NAIL ALL EDGES
- AT 6' O.C. & 12' INTERNAL
2 X 6 P.T. RIM JOIST
2 X 6 P.T. FLOOR JOISTS
AT 16" O.C.
DETAIL'B'
BARN END WALL TIE DOWN
LOOKING FROM INSIDE
STRUCTURAL LP SMART SIDE STRUCTURAL
SIDING FROM TOP PITS. TO 4' OF RIM JOIST
-NAIL 6' O.C. LAP JOINTS STAGGERED
AND 12" O.C. INTERNAL
FRONT ELEVATION
srt SCALE: 3/4" = 1'-0'
2x6 FIR r" NOTCHED RAIL
JOIST-TYP. ®JOIST-TYP.
4x6 OR DBL
2x6 SKIDS
AT EACH RAIL NAIL & LAG
A FLAT CONTIN. 2x6 AS SHOWN OR J' T&G
WITH (2) y" X 33" LAC TOE LAG;' x .Y2" SKID TO FLOOR JOIST DETAIL
SCREWS AND 16d NAILS LAG ® EACH RAIL
SCALE: 1-1/2' = 1'-0'
F /j -
P.T. 4x6 OR DBL 2x6 _
�
T 3-> FRONT/BACK STIFFENER BOARD
SCALE: 1" = l'-O"
SMT
FLOOR PLAN VIEW
SCALE: 3/4' = l'-O'
ALL 2x4 SPF WALL STUDS
016' O.C.-DBL 0 CORNERS
AND AT LP SPLICES
2.4 SOLE PLATES
SKID TAPER BOTH ENDS
SKID LAYOUT AND FLOOR FRAMING SCHEDULE
50 PSF LIVE + 10_DEAD_LOAD-(2-SKID)- — — — — --
WIDTH
JOIST SIZE & SPACING
A
B
8'-0'
2 X 6 @ 16" O.C. MAX.
18"
60"
1 D'—O"
DITTO
30"
60"
C
C
WINDOW
R.O.
3'
A.F.F.
SIDE WALL ELEVATION
SCALE: 3/4" = 1'-0"
A
B WIDT
SEE SCHEDULE
FOR JOIST
SIZES
FFA
8' TO 24' LONG
FLOOR JOIST AND SKID LAYOUT
SCALE: 3/4" = 1'-0"
STRUCTURAL NOTES
GENERAL,
1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET
AND ARE GOVERNED BY LOCAL JURISDICTION.
2. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY
CONSERVATION CODE PER SECTION 1015.22.
J. REFER TO TIE -DOWN DETAILS FOR PROPER
INSTALLATION REQUIREMENTS TO MEET CODE.
4. ALL STUDS, RAFTERS, TRUSSES, ETC. ARE 2 X 4 #2
SPRUCE -PINE FIR OR SPF.
5. STRUCTURES OVER 400 SO. FT. WILL HAVE AN 80"
MINIMUM DOOR.
6. GUTTERS TO BE INSTALLED ON -SITE BY OTHERS THRU
LOCAL CODES.
7. ALL WINDOWS AND DOORS TO MEET THE MINIMUM
SPECIFICATIONS AS PER FLORIDA BUILDING CODE.
8. STORAGE SHEDS ARE NOT DESIGNED FOR HUMAN
HABITATION. SHEDS THAT HAVE FLOOR AREA OF 720
SQUARE FEET OR LESS ARE NOT REQUIRED TO
COMPLY WITH THE MANDATORY WIND -BORN DEBRIS
IMPACT STANDARD OF THE FBC.
1/2' SLIP PIECE
DETAIL- INSIDE SIDE WALL VIEW
FILL ALL NAIL HOLES
SKID LAYOUT AND FLOOR FRAMING SCHEDULE
50 PSF LIVE + 10 DEAD LOAD (4 SKID)
WIDTH
JOIST SIZE & SPACING
A
F B
12'-0'
2 X 6 @ 16" O.C. MAX.
33"
60"
14'-0"
DITTO
45"
60"
16'-0"
DITTO
57"
60"
r 6'
SEE SCHEDULE FOR J0j_,
■12' TO 40' LONG
FLOOR JOIST AND SKID LAYOUT
SCALE.1/2" = 1'-0"
I
DATE
10 FEBRUARY 2016
INLESS OTHERWISE
NOTED, ALL OMEN-
SIONS IN INCHES.
NE
AS SHOWN
WNA. R. .ACE
H CHK
NCA R. ACE
w' APV
SHEET
2 OF 4
/ CAD FILE LOCATION:
6 STRUCTURES
OWO NO:
S-2-0
JAN 25 2018
`a An.-
FASTERNER SCHEDULE (r)
1JOISTO SLL O(FBC TABLE 23kt.9.1)
OARGR33x 0.131-)
14 GAGE STAPLES
2. BRIDGING TO JOIST 2-Bd COMMON (212' x 0.131 TOENAIL EACH END
2-3' x 0.232' NAILS
2-3.14 GAGE STAPLES
SOLE PLATE TO JOISTAT BLOCKING AT BRACED
3'x 0.131 NAILS AT B'O.C.
TYPICAL FACE NAIL
WALL PANEL
3' 14 GAGE STAPLES AT it O.C.
3.16d COMMON (312' x 0.135") AT 16' O.C.
4-3' x 04131
BRACED WALL PANEL
MAO;S AT 16
P/C/
4-3' 14 GAGE STAPLES AT 16' O.C.
7. TOP PLATE TO STUD
2-16d COMMON (3.5' [ 0.1621
3.3 x 0.131' NAILS
33' 14 GAGE STPLES
8. STUD TO SOLE PLATE
43d COMMON (212' x 0.1311
43' x 0.131' NAILS
TOENAIL
33' 14 GAGE STAPLES
2.16d COMMON (3.5-x 0.162')
END NAIL
33' x 0.131' NAILS
33' 14 GAGE STPLES
3' 14 GAGE STPLES AT B' O.C.
DOUBLE TOP PLATES
0.16d COMMON (3 Irl x 0.1621
LAP SPLICE
12-3 x 0.131' NAILS
123' 14 GAGE STAPLES
11. BLOCKING BETWEEN JOIST OR RAFTERS TO TOP PLATE
33dCOMMON(212"x 0.131')
33' x 0.131" NAILS
3.3' 14 GAGE STAPLES
12. RIM JOIST TO TOP PLATE
Bit (2 12• x 0.131'7 AT 6' O.C.
3' x 0.131 NAILS AT 6' O.C.
TOENAIL
3' 14 GAGE STAPLES AT 6' O.C.
13. TOP PLATES, LAPS AND INTERSECTIONS
2-16d COMMON (3.5' x 0.1621 AT 16' O.C.
3-3' x 0.131' NAILS AT W O.C.
TOENAIL
5.3' x
(SEE TABLE 23D6.10.4.1)
4-3'x0.131'NAILS
FACENAIL
43' 14 GAGE STAPLES
18. CEILING JOIST TO PARALLELRAFTERS
}i6d COMMON (311r 0.16r) MINIMUM, TABE 2306.10.4.1
(SEE TABLE 2306.10.4.1)
43' x 0.131" NAILS
FACENAIL
43' 14 GAGE STAPLES
19. RAFTER TO PLATE
33d COMMON (212' x 0.131')
3' 3:0.131' NAILS
TOENAIL
3-3' 14 GAGE STAPLES
20. 1' DIAGONAL BRACE TO EACH STUD AND PLATE
2-8d COMMON (212' x 0.131')
2-r x 0.131' NAILS
FACE NAIL
3' x 0.131' NAILS AT 24' O.C.
3' 14 GAGE STAPLES AT 24' O.C.
FACE NAIL AT TOP AND BOTTOM
STAGGERED ON OPPOSITE SIDES
2-2 it COMMON (ex 0.19r) AT 32- O.C.
33' x 0.131' NAILS AT 24' O.C.
33. 14 GAGE STAPLES AT 24' O.C.
FACE NAIL AT ENDS AND AT EACH SPLICE
25. 2' PLANKS
18d COMMON (312' x 0.1621
AT EACH BEARING
26. COLLAR THE TO RAFTER
}10d COMMON (W x 0.148 )
43' x D.131' NAILS
A4GAGESTAPLES
FACE NAIL
27. JACK RAFTER TO HIP
3.1Dd COMMON (3-x 0.148')
43' x D.131' NAILS
4-3' 14 GAGE STAPLES
2-16d COMMON (312' x 0.I621
33' x 0.131' NAILS
3.3" 14 GAGE STAPLES
28. ROOF RAFTER TO 243Y RIDGE BEAM
�•Bx COMMON (3 I2' 01621
TOENAIL
33' 14 GAGE STAPLES
2-16d COMMON (312' x 0.162')
3-3 x 0.131' NAILS
FACE NAIL
33. 14 GAGE STAPLES
•
29. JOIST TO BAWD JOIST
}16d COMMON (31? 0.162")
P
43' x D.131' NAILS
FACE NAIL
43' 14 GAGE STAPLES
30. LEDGER STRIP
3-76d COMMON (312' x 0.1621
43' x 0.131' NAILS
FACE NAIL AT EACH JOINT
43' 14 GAGE STAPLES
31. WOOD STRUCTURAL PANELS AND PARTCELBOARD ID)
AND LESS fie (e,l,q)
SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING)
2 3/8' x 0.11W NAIL(n)
1 3/4.16 GAGE (o)
SINGLE FLOOR (COMBINATION SUBFLOOR-UNDERLAYMFM
/8/3r TO3/4' 4d(e)OR 6e(e)
6' O.C. EDGES AND INTERMEDIATE, 4-O.C.
TO FRAMING)
2 Wit'. 0.113'NAIL(p)
ATCOMPONENTAND CLADDING EDGE
2-16GAGE(p)
STRIP# ZONE 3(REFERTO FEGUBRE 30.5.
718'TO 1' Bd(e)
OF ASCE-7)
1118'TO 11/4' 10d(d)ORBd(e)
3/4'AND LESS gd(q)
7/8'TO 1' gd(p)
1 t/8'To 11/4' 10ed ORBde
32. PANEL SIDING (TO FRAMING) (q)
AND LESS
6112
8�0(Cj
33. FIBERBOARD SHEATHING (gA)
12' AND LESS NO. 11 GAGE ROOFING NAIL(h)
6d COMMON NAIL (r x 0.1131
NO. 16 GAGE STAPLE@
26W NO. 11 GAGE ROOFING NAIL(h)
6d COMMON NAIL (212' x 0.131")
NO. 16 GAGE STAPLE(0
34. INTERIOR PANELING
1/4• 48U)
3/B' 60(k)
a. Common or box mile are permitted to be used except where otherwise staled.
b. Nab spaced at 6- on center at edges, 12 indws at Intermediate supports except 6 inches at supports where spans are 48 inches or more. For nailing of
Wood structural panel and particleboard eiaphmms and shearwala, refer to Section 2305. Nab forwall sheathing are permitted to be common, box or easing.
. Common or defomhed shank (6d.2' x 0.113' , 8d-212' x 0.131'. 10d-3' x 0.1481.
e. Common (8d-2' x 0.113',10d3' x 0.1481.
e. Deformed shank (6b2' x o.113', BE-212' x 0.131', IDd3' x C.148').
z
f.Cmmslon-m istntsidmg(6d-178'x0.108',8d-2318'x0.1281orming(6d.2'x O.OBg',8d472'x0.1131na8.
9. Fastener spaced 3 inches on center at exterior edges and 8 inches on cema rat intermediate support, when used as structural sheathing. Spacing slug be 6 inches On center on the edges and
..
Ir Inches on center at imermediale supports for nonabucturel sheathing.
c,
h. Commsion-resistan mofirg muds with 7116 inch diameter head and inch 1 lir inlength for 12 inch sheathing and 1 3/4' length for 2502 inch healhi g.
L Corrosion.msist mi, staples with nominal 7116 inch wwrh or 1 Inch crown and 1 114' length for 12 Inch sheathing and 1 12 inch length for 25M2 Inch sheathing pawl supports
at 16 inches (20 inches it strength axis in the long direction of the panel, unless oMem%e marked).
j. Casing (1 I Ir x 0.0801 or finish (1 12' xx 0.0-72) nails spaded at 6 inches on panel edges, 12 Inches at intermediate supports.
I, Panel supports at 24 Inches. rasing or finish nails spared at 6 inches on panel edges, 12 inches at Intermediate supports.
I. For mof sheathing eppricetiona. Bit nails (212' x 0.1131 num am the minhrequired for woad structural panels.
m. Staples shall have a minknum Gown with 0/7/16'.
n. For mom sheathing epPOoationa, fasteners spared at 4 Inches on center at edges, 8 inches at Intermediate supports.
o. Fasteners spaced at 4 inches on center at edges, 8 inches at intermediate supports for sublleor and wag sheathing and 3 inches on center at edges. 6 inches at
intermediate supports for mof sheathing.
P. Fasfemem spared at 4 inches on center at edges, 8Inches at Intermediate supPOrt.
q. Sea fastener etemate schedule.
r. Fastonem must be Installed with even spacing between them across attaching member.
STRAP & SIMPSON STRONG -DRIVE SD SCREW SCHEDULE
PART/DESC.
UPLIFT
WALL FASTENER
RAFTER
FASTENER
PLATE FASTNER
H1
435
-
6-SD9x1.5"
4-SD9x1.5"
H11Z
750
-
6-SD9x1.5"
6-SD10x1.5"
H2A
495
5-SD9x1.5"
5-SD9x1.5"
2-SD9x1.5"
H2.5A
540
-
5-SD90.5"
5-SD90.5"
H2.5
410
5-SD9x1.5"
5-SD9x1.5"
-
H2.5T
545
5-SD9x1.5"
5-SD9x1.5"
-
H2A
495
7-SD9x1.5"
5-SD9x1.5"
-
H3
320
4-SD9x1.5"
4-SD90.5"
-
H4
280
4-SD9x1.5"
4-SD9x1.5"
-
RAFTER
H5
415
4-SD90.5"
4-SD9x1.5"
-
LTS-12
895
6-SD9x1.5"
6-SD9x1.5"
-
LTS-16
1075
6-SD90.5"
6-SD9x1.5"
-
LTS-18
1235
6-SD9x1.5"
6-SD9x1.5"
-
LTS-20
1215
6-SD9x1.5"
6-SD9x1.5"
-
MTS-12
895
7-SD9x1.5"
7-SD9x1.5"
-
MTS-16
1075
7-SD9x1.5"
7-SD9x1.5"
-
MTS-18
1255
7-SD9x1.5"
7-SD9x1.5"
-
MTS-20
1255
7-SD9x1.5"
I 7-SD9x1.5"
-
STRAP & FASTENER SCHEDULE (0)
PART/DESC.
UPLIFT
WALL FASTENER
RAFTER
FASTENER
H1
435
-
6-SD9x1.5"
H11Z
750
-
6-SD9x1.5"
H2A
495
5-SD9x1.5"
5-SD9x1.5"
H2.5A
540
-
5-SD9x1.5"
H2.5
410
5-SD9x1.5"
5-SD9x1.5"
H2.5T
545
5-SD9x1.5"
5-SD9x1.5"
H2A_
495
--7--SD9x? S"
-SD_x1_.5=
H3
320
4-SD9x1.5"
4-SD9x1.5"
H4
280
4-SD9x1.5"
4-SD9x1.5"
RAFTER
H5
415
4-SD9x1.5"
4-SD9x1.5"
LTS-12
895
6-SD9x1.5"
6-SD9x1.5"
LTS-16
1075
6-SD9x1.5"
6-SD9x1.5"
LTS-18
1235
6-SD9x1.5"
6-SD9x1.5"
LTS-20
1215
6-SD9x1.5"
6-SD9x1.5"
MTS-12
895
7-SD9x1.5"
7-SD9x1.5"
MTS-16
1075
7-SD9x1.5"
7-SD9x1.5"
MTS-18
1255
7-SD9x1.5"
7-SD9x1.5"
MTS-20
1255
7-SD9x1.5"
7-SD9x1.5"
PART/DESC.
UPLIFT
COL. FASTENER
RAFTER
FASTENER
A21
245
2-10dx1.5"
2-10dx1.5"
PORCH
A23
585
4-10dx1.5"
4-10dx1.5"
A33
750
4-10d
4-10d
PART/DESC.
UPLIFT
COL. FASTENER
RAFTER
FASTENER
WALL TO FLOOR
(c)
LSTA-18
1110
7-10d
7-10d
PART/DESC.
UPLIFT
STUD FASTENER
HEADER
FASTENER
HEADER
TP-35
1110
5-3"x0.131"
5-3"x0.131"
(d)
HP40, 41, 80,
81
4725
5-3"x0.131"
5-3"x0.131"
a. All straps can be substituted with an equivalent brand meeting same strengths.
b. Rafter ties to stud wall to be at every connection for 24" o.c. & can be every other for 16" o.c., but is
required on comers and studs adacent to comers.
c. Only need on aluminum & vinyl sheathing walls.
d. Headers over 6' span.
PLATE FASTNER
4-SD9x1.5"
6-SD10k1.5"
2-SD9x1 .5"
5-SD9x1 .5"
8� ?6A�v�3W
U
I I 1
-
• - -•.
/
.-)`
DATE
.10 FEBRUARY 2016
_
_UN'5S'0TMEfivvSE
NOTFD, ALL DIMEN-
SIONS IN INCHES.
AS SHOWN
"'A. R. ACE
CHK:ER
WEN"
ACE
PSI
I
CAD FILE LOCATION:
C:\AUSTIN\
BrAIKINS\STRUCTURES
DWG NO:
S-3-0
JAIN 19 201a
TYP.
SIDE WALL ELEVATION WITH PORCH
SCALE: 3/4" = l'-O"
..... 24" MAX
PORCH WIDTH
STUD WALL PLAN VIEW SECTION WITH PORCH
SCALE: 3/4" = 1'-O"
TIONAL 2-2x6 PORCH BEAM
OPTIONAL 3-2x4 PLUS 1x4 PORCH BEAM
4x6
4x6 SYP COLUMNS TYPICAL
SECURE BOTTOM WITH COLUMN BASE
USING 01/2" X 5" LG LAG
BOLT EA AND 12" STRAP
TO TOP PLATES
2x4 RAIL
2x4 RAIL SUPPORT
D. POSTS
70N DETAIL
34"
MIN. 2x4
RAILING
HGT.
2x4
H FLOOR
SECTION DETAIL - POST & RAIL
SCALE: 1" = l'-O"
PORCH DELUX OPTION
SCALE: 3/4" = l'-O"
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DATE
10 FEBRUARY 2016
UNLESS OTHE SE
��, NOTES, ALL EN -
$IONS IN INCHES.
�I SUtE:,
AS SHOWN
INA R. ACE
CH:K: CHK
ENG:A R. ACE
APV
SHEET
4 OF 4
CAD FILE LOCATION:
C
S :\AUTIN\
WADKINS�S 2TI N.
DWG NO:
S-4-0
JAN 19 2018