HomeMy WebLinkAboutPLANS,, SETUP AND INSTALLATION OF SINGLE WIDE SHED
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1. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FOR
MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE, FENCE, PROPERTY LINE, ETC.
2. ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED, THE
BUILDING IS BLOCKED ON THE HIGH SPOT AND LEVELED. THE OTHER END OF THE
BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED. THEN THE CENTER OF THE BUILDING
IS SUPPORTED TO LEVEL, BLOCKED, AND THEN SHIMMED.
3. AFTER THE BUILDING IS LEVEL, MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT
SPACING (SEE TABLE 3).
4. ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRILLED
THRU THE 2"x4" BOTTOM PLATE WITH A 1/2" AUGER BIT. 1/2" EYEBOLT OR OPTIONAL
1/2" THREADED ROD (FOR A "HIGH SET") IS SECURED THRU THE HOLE.
5. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO
FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS.
6. IF THE UNIT HAS A FLOOR, EITHER A HOLE IS DUG FOR THE 30" AUGER ANCHOR AND
BACKFILLED AND SECURED AS PER THE DETAIL OR-A-1/2" HOLE -IS -DRILLED -INTO THE
CONCRETE 1-1/2" OFF OF RIM JOIST. THE EYEBOLT IS FASTENED THRU THE BOTTOM
PLATE AND A SIMPSON A-24 (OR EQUAL) IS SECURED TO THE CONCRETE WITH A 1/2"
WEDGE ANCHOR.
7. IF THE UNIT 15 A 'NO FLOOR' OPTION, ANCHOR WITH 1/2"x5" WEDGE ANCHOR THRU THE
2"X4" BOTTOM PLATE.
TABLE 1
CHORD G TO CONCRETE
SHED WIDTH
UPLIFT (PLF)
ANCHOR SPACING
20'-0"
400
S-6"
13'-8"
280
S-67
11'-8"
240
9-6*
10'-0"
200
3'{•
S.-O.
160
S-61
6'-0'
120
S-If
TABLE 2
SKID RUNNER SPACING -
SHED WIDTH
X1
X2
X3
13'-8"
1'-103"
V-101'
1'-103'
11'-8"
2'-8"
6'-4"
-
10'-0"
V-7"
W-10"
-
8'-0"
0'-9"
6'-6"
-
6'-0"
0'-10"
51"
-
-VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4'xe
SKIDS ONLY. IS-8' WIDE SHEDS HAVE (4) SETS OF SKIDS
SETUP AND INSTALLATION OF DOUBLE WIDE SHED
1. BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE IS
PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP.
2. BLOCKS ARE THEN PLACED AT THE END, CENTER, AND OTHER END TO LEVEL ONCE THE
BUILDING IS LEVEL, BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING (SEE TABLE 3).
3. THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH THE
FIRST SECTION. THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH (1)j"x44"
BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES ARE
LINED UP AND BOLTED SECURE. THE REST OF THE BLOCKING IS THEN COMPLETED. THIS
PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE.
4. GROUND ANCHORS ARE THEN ADDED (SEE TABLE 48).
5. ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACING IS
REMOVED.
6. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO
FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS.
TABLE 3A
PAD TYPES
TYPE
PAD DIMENSIONS
MAX. LOAD-
MATERIAL
1
2'x8"x16"
1778LBS
CONCRETE
CEMENT
BLOCK
AND SAND
QUALFIY
MIX
II
4"x8'06'
3500LBS
CONCRETE
CEMENT
BLOCK QUALITY
AND SAND MIX
III
16"X16"
3950LBS
ABS PLASTIC PADS
IV
8"X8"06"
1900LBS
CO
CEMENT
CREPE BLOCK
AND SAND
QU
MIX
• BASED ON WOOPSF SOIL BEARING CAPACITY (2000PSF IS TYPICAL)
NOTES
1. HOLLOW OR SOLD CONCRETE BLOCKS (8'x8-x16-) MAY BE STACKED
ON PADS FOR HIGH SETS UP TO 48' WITHOUT REINFORCING.
2. ADS PADS REQUIRED ON IV-8' AND 13'-B- WIDE SHEDS ONLY.
TABLE 3
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE & DOUBLE WIDE SHEDS
SHED DESCRIPTION
PAD
MAXIMUM LOAD AND PAD TYPE
SHED WIDTH
TYPE
LW(PLF)
END PAD
MAX. SPACING
END PAD
SIDE RUNNER
PAD TYPE
INTERIOR
PAD
SIDE RUN El
PAD TYPE
13'-8"
SW/DW
4.15/332
0" TO E•
6'-0"
1936LB
I, 11. III, OR IV
1879LB
I, II, III, OR
11'-8"
SW/DW
6.00/480
0' TO 6'
6'-0'
2558LB
I, 11, III, OR IV
2558LB
I, II, III, OR
10'-0"
SW/DW
5.00/400
Cr TO 6"
6'-0'
24COLB
I, 11. III, OR IV
2400LB
I, II, III, OR
8'-0"
SW
4.00/320
T TO 6"
6'-0"
2029LB
I, II, III, OR IV
2133LB
I, II, III, OR N
6'-0'
SW
3.00/240
0" TO er
6'-0"
1658LB
I, II, III, OR IV
1866LB
I, II, III, OR N
• LOAD WIDTH OF UPLIFT ON RUNNER
NOTES
1. PAD SPACING 15 END TO CENTER OF PAD.
2. PARS OTHER THAN END PADS SPACING IS CENTER TO CENTER.
3. USE SAME MAXIMUM SPACING MR INTERIOR SPACING.
RECEIVED
OCT 16 2019
iT. Lucie County, Permitting
GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS
1. BUILDING ANCHORS SHALL BE "MOBILE HOME" TYPE HP-1 SINGLE HELIX EYE
AUGER ANCHOR BY HOME PRIDE OF BRISTOL, VA. OR EQUAL. AVERAGE
HOLDING STRENGTH IS NOT LESS THAN 4,900 LBS.
2. ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE (BY DEALER).
LOCATE ANCHORS PER TABLE 4A OR 4B.
3. THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE
(FLOOR SYSTEM) AND ATTACHED TO ANCHOR, THESE CAN BE EXTENDED WITH
THREADED ROD (OR STRAPS WITH EQUAL OR GREATER STRENGTH) FOR ELEVATED
PORTIONS OF SHEDS ON LEVELING BLOCKS.
GI
TABLE 4A
30" AUGER ANCHOR SPACING - SINGLE WIDE
SHED WIDTH
LW
UPLIFT (PLF)
END ANCHOR--
MAX. INTERIOR SPACING...
13'-8"
7,00
243
d-v TO 3'-0'
10'-O"
11'-8"
6.00
208
6-or TO S-O'
10'-0"
10'-0"
5.00
174
d-e TO S-o"
10'-0"
< e g'np"
4.00
138 _
_0'-0" TO S0"
_ I O, o"
6' -0"
3.00
104
0-0' TO Y7
- 10'-0"
TABLE
30" AUGER ANCHOR SPACING
B
- DOUBLE WIDE
SHED WIDTH
LW
UPLIFT (PLF)
END ANCHOR;;
[WAX. INTERIOR SPACING•••
20'-0-
10.00
400
O'-T TO 3'-e
1 5'-0'
• LOAD WIDTH OF UPLIFT ON RUNNER
•• LOCATION FROM END WALL OF AUGER ANCHOR
'•• MAXIMUM SPACING BETWEEN ANCHORS
NOTES
1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7.
2. ALL MEASUREMENTS ME CENTER -TO -CENTER.
3. THE MINIMUM NUMBER OF ANCHORS PER SHED IS (4). (1) ANCHOR PER EACH CORNER.
ADDITIONAL INTERIOR ANCHORS ARE REQUIRED IF SPACING IS MORE THAN 10'-0'
BEIWEEN ANCHORS_
4. ANCHORS SHALL BE ON SIDE WALLS EXCEPT WHEN THE SHED IS PLACED NEXT TO AN
EXISTING BUILDING; IN WHICH ANCHORS CAN BE PAGED ON THE ENO WALLS AS CLOSE
TO THE S1DE AS POSSIBLE.
Q!'A AIA IF-M
BY
St. Lucie County
Ted' GALVANIZED WASHER
2"x2" VAN]ZED WASHER ` P F
WITH 1/2- NO
1/2' THREADED ROD
WITH I/2 NUT 'I +•:
OPTIONAL FOR -HIGH
NOTCH OR COUNTERSINK BOLT
1/2' THREADED ROD
0 NAL FOR 'HIGH S -
EYES BOLTED TOGETHER WITH 7/2'x2'
BOLT & NO WITH (2)2'x2' GALVANIZED
1/2' COUPLER
THRU 2'x4' BOTTOM PLATE
BOTTOM PISTE NAILED
1/2- COUP +
1/2 x12' FORCED EYEBOL
qj� �-,
WASHERS (2.000M SHEAR CAPACITY)
1XIMIN.
e •
1/WED (4 N LOR CONCRETE
WEDGE ANCHOR INTO SLAB
TO 2'xfi' P.T. BASE
TO 2
•
-----7 MIN.
a
a .: I
THRU(S Tx4' P.T. BOTTOM PLATE
EYE BOLTED ETHER WRH t/2 x2.
(SEE TABLE 1 FOR SPACING)
fvpc i Y IR� DR" N PAD WITH
BOLT & NO WTIH (2)2'x2' GALVANIZED. FROCKING AS EOUIRED (SEE LE 3).
1/2'x3' (400 M.)
SUPSON A-24 CONCRETE $TAB BY OTHERS THROUGH
CONCRETE SLAB BY OTHERS THROUGH
WASHER$ (2.00 SHEAR CAPACRY)
N3
CONCRETE WEDGE ANCHOR
CUP OR EQUAL LOCAL CODE AND JURISDICTION
LOCAL CODE AND JURISDICTION
30' AUGER ANCHOR
(SEE TABLE I FOR SPACING)
(SEE TAB 4 FOR SPACING) `"
�11,PAID WITH SKID
SHED WITH SKID
SHED
WITH 'NO FLOOR' OPTION
:.+
PTO: PADTTOR�BLOGKI G -
ANCHORED TO CONCRETE
ANCHORED
TO CONCRETE
A
TIE
-DOWN DETAILS
CODE VERSION
FIX 301E ft EelUm. ISLE-1
MANUFACRIRER
9JPBrcn S®
MIMING TYPE
R1n
R® u smRac
COHMUCTION TYPE
V-B
FIRE PROTECTION
NONE
FIRE SUPPREssION Sirs"
NONE
OCCUPANCY
STOXNOE
ALLOWABLE NUMBER OF SUDRIES
I
BASIC WIND SPEED
1L-2W h
EXPOSURE
D
ENCLOSURE
BIQCSED
INTERNAL PRESSURE COEFFIDENI
+/- a10
IMPORTANCE FACTOR
LIS
ROOF DEAD LOAD
ImF
ROOF LIVE LION
TLPS OR =ft
BOOR DEAD LOAD
81,SF
FLOOR UVE LOAD
51a 7aP3 - 125PSF (IPT.
'R' RATING OF WALLS. FLOOR. ROOF
N/A
NODULES PER BUILDING
I
HURRICANE PROTECTOR USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
mm TUN m SCR.
REVISIONS
REV
i DESCRIPTOR
DATE
BY
f
=17 RX
11/f2/I]
MIB
1
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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.
3. REFER TO TIE -DOWN DETAILS FOR PROPER
INSTALLATION REQUIREMENTS TO MEET COOS
PSI APPROVAL 2018-01-16
ROOF SHEATHING OPTIONS:
- 1�" OSB, I" OSB, OR 4" CDX PLYWOOD WITH 20 YEAR CLASS 'A'
225LD FIBERGLASS SHINGLES AND #16 FELT
nA Ai I i1TiNu 11/
ROOF
+27.8/-94.7
WALLS/DOORS/WINDOWS
+32.5/-29.2
ROOF FRAMING PLAN -
WILW ek.,
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NONE
oCCUPANC
STMULE
A OWMM NUMBER of S MO
I
1 C WIND SPEED
va-1Wmen
M1ERx4L PRESSURE COEF4Ilw
/- us
IMPOWANCE FACTOR
1.15
ROOF DUD LOPD
1
ROOF L LOAD
]EPSF m man PDIN] mb
FLOOR DUO LEWD
IDPS
BOOR LM1£ LOED
510. FVP4 - IYfiPSf OPT.
Tt• MMINO OF WALM FLOOR, ROOF
N/A
MoouL PER BUILDING
1
NUWPo E PROIECDON US E
NO
NURPoGWE SHELTER USAGE
NO
WS. OR
N/A
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Matthew T. Baldwin P.E.
O Florida License #64608
0 Sheet: FBPR-1 OF 6
LZ
2x4 BLOCKINI
2x4 SOLE PLAT[
FLOOR FRAMIN(
ITEK OR ALPINE 2"x5"
ELEVATION CROSS—SECTION
TYPICAL ARCH FRAME
END ELEVATION
WITHOUT DOOR
PSI APPROVAL 2018-01-16
WITH DOOR
END ELEVATION
WITH GARAGE DOOR
(ONLY ON ENDWALL)
4"x4" P.T. ATTACHED WITH
H24 OR EQUNALENT. SEE
TABLE 2 FOR QUANTITY AND
SPACING.
DfFE'ft�t:.a LPSI
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BONDING TYPE
U
mNE
CCNS1R MON I E
V-
ME PROIECIION
NONE
ME SUPPR 1014 SYSIEV
NONE
OCCUPANCY
BloRACE
ALLO'%YDLE NUVi OF S MES
I
Bi9C w1ND SPEED
Y.+-1so.0
IXPOSLRE
C
ENamm
D16aEID
INRRN4L PREBSURE COEF Mr
♦/- ..la
IIAPORTANCE iMrOR
1.16
ROOF DM LOPD
foPSF
ROOF lNE LAAO
]aPsi aR ]O® vaNT Lda
ROOK WE LOAD
Im )EPSP - 14oP5F om.
Yt• RATING OF WALLS, FLUOR. ROOF
N/A
WODULLS PER BUILDING
I
HURMI E PROTECf1ON USAGE
No
H CANE 9imL USWE
me
SQUARE EDOTAGE
)IP WN .. OR 16s
MTB
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11/19/15
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CIO'
Matthew T. Baldwin P.E.
0 Florido License #64608
w Sheet: FBPR-2 OF 6
4x4 P.T. POST
STANDARD WALL DETAIL AND FLOOR FRAMING Wrl-H6-1 d NAIL
(1mm)x12" STRAP W/6—tOd NAILS
WITH DOOR & WINDOW OPTIONS OR EQUAL
FLOOR FRAMING PLAN
psi
Difi. tl}Yyv'�
u�1G?tiu, i';'PN.SR .'.2d3'f
Phu Periew: YMr G Mvtin PE
RPE C3E3A•IC VE4VOIP
ISIIQCtlII@C36.TM PEBIS0339
L SHEATHING OPTIONS:
OSB OR SHEATHING EQUIV. OR BETTER
:ORRUGATED ALUMINUM
4 ALUMINUM SIDING
" OR I" TI-11 SIDING
AMES HARDEE PANEL OR EQUIV.
AMES HARDEE HORIZ. SIDING LAP OR EQUIV.
19 GAUGE CORRUGATED STEEL METAL SIDING(RUN ANY DIRECTION)
HERMO—PLY BLUE (0.135 THICK)WITH VINYL SIDING
WALL
SOLE PLATE
)R FRAMING
NOTE: WALL FRAMING MEMBERS ARE CONTINUOUS FROM
FOUNDATION SILL TO ROOF AND SECURED TO ENSURE A
CONTINUOUS LOAD PATH. WHERE WALL MEMBERS ARE
_ NOT CONTINUOUS, SHEET METAL CLAMPS, TIES, OR CLIPS
SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS
THAN 0.040" NOMINAL THICKNESS.
SHEATHING:
to PLYWOOD
1" P.T. PLYWOOD
1" T&G
1" P.T. T&G
TABLE 2
SKID RUNNER SPACING -
SHED WIDTH
x1
x2
%3
11'-8"
2'-8'
6'-4-
—
10'-0"
V-7'
6'-10'
—
8'-0"
0'-9"
6'-6'
—
6'-0"
0'-10•
61"
—
-0LU6 ARE FRO)) END OF JOIST TO CENTERS OF (2) 4'x4'
SKIDS ONLY. 13'-9 WIDE SHEDS HAVE (4) SETS OF SKIDS.
P.T. S.Y.P. #2 PULLING
ICK
P.T. 24" O.C. TYP.
IONAL 125PSF 0 16" O.C.
WITH 3/4" T&G PLYBOARD
4" P.T. ATTACHED WITH
4 OR EQUIVALENT. SEE
ILE 2 FOR QUANTITY AND
ICING.
CODE V ON
Ali t's'c am EBIm. A9CE-T,
I/ANUFACNRER
swDaDR sHE3
BUIIDINC TYPE
uP Rm Bu c
AEcaEN1Pi u slol+.w>:
CONSIRUCRON TYPE
v�
FIRE PROTELTON
New
RW SWPfVON SYSTEM
Nd¢
OCCUPANCY
smR9DE
ALLOWMIX NUNSE OF STORIES
+
e C WIND SP®
v.-1EOmM
INTERNAL WhSSURE COEFFICIENT
�/- 0.13
IYPoRTANCE FACTOR
1.15
ROOF DEAD LOAD
10P
ROOF WE LOAD
303E m 3 POINT tRb
I RWR u LOAD Ism. 15Psi - 1]sPSi OPT. II
I
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STATE
i O'•. pF l�
i c '' ••.... G
'11;/i ./ 0 N A L
Matthew T. Baldwin P.E.
Sheet: FBPR-3 OF 6
Side Wall Header Schedule (180C)
Size Up
Max. Span
NJ{b}
PSI APPROVAL 2018-01-16
Fasteners w/ strap
(each end)
1-4"x4' b'-0" 0 3 — 3" x 0.131" nails
4"x4" w2"x4" 8'-011 1 6 — 3" x 0.131" nails
a. Tabulated values are for No. 2 grade Spruce -Pine -Fir lumber.
b. NJ - Number of jack studs required to support each end.
c. Window header for window openings that have more than 50% combined stud wall above
and below, otherwise use door header schedule.
d. See header details for alternate layouts, i.e. 2-2"x4" or 4"x4" P.T.
e. The header can be attached to the top plate and thus have the combined strength
equivalent and use the maximum span stated.
WALL STUDS
EXTERIOR
SHEATHING
" 16"x4" BETWEEN
WALL
WALL STUDS. VENT IS SECURED
TO SHEATHING AS PER
MANUFACTURERS INSTRUCTIONS
HYDROVENT DETAIL
(OPTIONAL)
SOURCEN
L
I) 2"x4" WITH 1/2" PLYWOOD
Z OSB FILLER OR (1)4"x4"
SIDE WALL WINDOWS
& DOORS
mterk*.
PSI
MDERC1E';'
P.p4mtawf Sms. tac;.« irs,!nr
SYAF LL e'4Y.ee: ��'
IN.
vU9
Vlaiu Pnie": YKo. G Ma, W 4 PE
End Wall Header Schedule (180CF'° °"-EH"
Size{d}
Max. Span
NJ{b}
Fasteners w/o strap
(each end){c}
1-2"x4'
6'-0"
0
4 — 3" x 0.131" nails
2-2"x4"(c)
9'-011
0(d}
6 — 3" x 0.131" nails
a. Tabulated values are for No. 2 grade Spruce -Pine -Fir lumber.
D. NJ - Number ofjack studs required to support each end.
c. Laid flat
d. No Jack studs, but 2x6 studs laid flat.
" OTES
1. SEE FASTENER SCHEDULE FOR HARDWARE REQUIREMENTS.
2. SEE HEADER SCHEDULE FOR ADDITIONAL INFORMATION.
3. WINDOW HEADERS HAVE COMBINED 50% OR MORE WALL FRAMING ABOVE
AND BELOW, OTHERWISE REFER TO DOOR HEADERS.
SINGLE 2"x4"
HEADER
END WALLS WINDOWS &
DOOR 6' WIDE OR LESS
NOTES —OPTIONAL ELECTRIC
—ALL WIRING SHALL BE 14 GAGE 3—WIRE MC CABLE.
—ENCASE IN ALL METAL BOXES.
WIRING DIAGRAM
(OPTIONAL)
2".4"
4"x4"
4"x4" W/2"x4"
NANUFA RER
APEWIXi SFDS
BI➢LOMG TYPE
°
u s1DRu.E
CONSDa1LTI0N TYPE
V-B
FlRE PROTECRON
NONE
RRE SUPPRESSION SYSTEU
NONE,
OCCUPANCY
aT01N0E
ALLOWABLE NUMBER OF MRIES
I
INTERNAL PRESsuw COEFF1aw
/- aia
IMPORTANCE FACFOR
1.15
ROOF DEAD LOAD
toes
RGOF INE LEM
WSF OR ]OWp PWa LOb
FLOOR DEAD LEM
IOP3
FLOOR LAE LOAD
SM RYS - 1Y5P9' OPF.
TY RARNG OF WA , RDOR, ROOF
N/A
MODULE$ PER BUILDING
I
HURRICANE FROIECDON USAGE
NO
HURRICANE sHMM USAGE
INO
SOVME FOOTAGE
17tg SOrt. OR LESS
1n
J
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w
0
W
Q
W
5
SS-CI-180CRI
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1 O➢ IS�EIEY�RKaM 1HE M ahMX cONSQ ON
CODE PERSEC�ION 1101aa2
MaRg,A- EOYErrEEbt FRWfR INSTAIUnW
1•.1A5 N.
RLLIaIS. TMr�S, EIC Aff L! /I S9i. E%(FYI
a. � ahR 400 W. Fr. Wu HWE AN W. MUNNM
B. TO BE NSEWID ON-91E BY p11F1G 11W uxx
7. � W"roO AND Dogs TO M¢T THE Uhl" svEU O15
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MattheW T. BaldWin P.E.
Sheet. FBPR-4 OF 6
Fastening Scheduletr)
(FBCTable 230a.10.11
Faetening(a,m)
comm. (2 1/2'. 0.131')
-3' x 0 232' nals
3' x 0.131 nails a 8' O.C.
3' 14 gage stapes at 17 o c.
Sole plea to joist a docking a braced wall
3 -16d common (3 1/2-x OA35) at 16- o.c.
lel
4 -3' x 0.131' nails at W o.c.
4 -3' 14 gage staples a 16' oa..
Top plate to slued
2-16d common (31/7x 0.162')
(3 -3' x 0.131' nails
3-3. 14 gage species
Stud to sole plate
4-8d common (2 1/2'x 0.131')
4 -T x 0.131"nals
3-3' 14 gage staples
2-16d common (31/2' x 0.162')
3-3' x 0.131' nails
Double top plates
(See Table 2306.10.4.1)
3 X V.l41 "all Mu C.C.
3.14 gage stapes a s' o.c
16d (3112-x 0.135') at 16-Co.
3' x 0131' nail at 8' o.c.
3-14 gage stapes a 8- a a
B-16d common (31/2'x 0.162')
12-3'x 0.131* nails
12-3' 14 gage staples
3-sd common (2 1/2" x 0.131')
3-3' x 0.131' nails
3-3' 14 gage staples
Ba (21/2' x UA31') a 6" o.c.
3' x 0.131 role at 8' o.c.
3' 14 gage stapes at 6" ba.
2 -16d common (3112' x 0, 16T)
3 -3' x 0.131' nals
x 0.131' nails
-Ibo common p u;
Tx 0,131 nails
-3' 14 gage deples
-16tl common (3 1/3
- 3' x 0.131 calls
-3' 14 gaga staples
-8d common (2 1/2'
-3' x 0.131' nals
-3- 14 gage staples
-8d common (21/7
-3' x 0.131 nets
j 29, Joist to bend joist m psi
PSI APP 03V=20'113 T-216 face
net
4 - T 14 gage staples aw.nneem>•R.n r,ra:.e,ix rn�
Location
30. Ledger strip
3-16dcommm(31/Zx 0.1627
4 -3' x 0.131 nails
Face nail a each joint
a=:mru. u:..,•,-;
i"m iNJs"•"`
tan
4 -3' 14 9390 staples
31cr.6o, F;aiee33879
V6ru nerlex: Viawr GMWro YF
31. Wood structural panels and pertide0oad(b}
1/2'and less 60(c,1.0)
n i'llual".ILPENIDV
ta:l each end
Subfloor, roof and well sheathing (to framing)
23/8'x 0.113' lethal
UU=. 0436.MFEeaness
Single floor (combinaim subfloor-underlaylneni to
Raring)
1 314' 16 gage(o}
18/37 [03/4' 8tl(d}or "a)
23/8" x 0.113' nal{p}
2' 16 gage(P)
6'o.c. Edges and intermediate, 4' o.c. of
comWnent and cladding edge strip W zone
l nail
l rail
d and face nail
!cal face nail
[regr to Figure 30.51 of ASCE 7]
1 1/S to 1 Val' 1Odlc} or 8d[dj
:ad well panel
3/4'mdless 6d(c)
7/8"to 1" "0
1118'to1 V4' 1Od(d)or solid)
32 Panel siding goaramingHgd-- -
1/2'orless- - 6d(f} -
net
5/8' Sal
33. Fiberboard sheathingfg,q}
1/2-and lea's No. l l gage raising mall(h)
el
Btl common nail (7 x 0.113')
No. gage st�leg]
6'o.c. Edges andihtermedzte
II
2937 No. 11 gageroofing
Btl common nail (21/7 /2'x x 0.131')
No. 16 gage staple(}
nail
M. meriorpeneling
1/4, 4tl0}
3/87 601
6'o c. Edges and intermediate
1 nal
a, Common or b0d halt are perm to be used Accept where Ot arms. stated.
b. Nails spaced at 6 inches on center a edges, 12 inches a mormodiae supportsexcept 6inches at supports where spans are 48 inches or more. For nailing of
wood structural panel and particleboard daphrems and shear walls, refer to Section 2305. Nails for wall shoshing are porml to be common, :w or casing.
ice face nail
c. Common or deformed shark (6tl-2'x0.11r;ad-21/2"x 0. 1 31" 1 Od - 3" x 0. 148").
d. Common (6d - 2" x 0.113" 9d - 2 112' x 0.131'. 1Od- 3' x 0A48•).
6. Deformed she* (6tl-2'x0.113";8t-2 1/2"x 0. 131 -, 10d - 3" x 0.148).
f. Conosidn-resistant siding l8d-17/8'x 0. 105".ad- 2 WV x 0. 1 M!') or casing (6tl-2"x 0.099'. 8d- 21/2'x 0. 113") nail.
9. Fasteners spaced 3 inches on center a extetior edges and 6 inches on center a intermediate supports, when used as structural sheathing. Spacing shell be 0
spice
inches on center on the edges and 12 mines on center a intermediate supports for nmstmcluml sheathing.
h. Corrosion-esislant roofing nails with 7/16-inch-diameter head and 1 1/2-inch length for V2-inch sheathing and 1 3/4-inch length far 25/32-inch sheathing.
i. Conosion-resistaim staples with nominal 7/16-inch town or 1-finch crown and 1 1/4-inch length for 1/2-inch sheathing and 1 112-inch length for 2532-Inch sheethm
lal
Panel supports a 16 inches (20 inches if strength axis in the long direction of the panel. unless olhemise marked).
j. Casing (1 1/2" x 0.080') or finish (1 1/2' x 0.072") nails spaced to 6 inches on panel edges. 12 inches a intermediate supports.
k. Panel supports a 24 inches, Casing a finish nails spored at 6 inches on panel edges, 12 inches at intermediate supPats.
)at
1. For roof sheathing applications, 8d nails (2 112' x 0.113-)are the minimum required forwWa structural panels.
m. Staplesshell here a minhnum clam w&,,h d7/16 inch.
n. For rod sheathing applications, fastemers spaced at 4 inches an center at edges.8 inches d intenneciete supports.
r nail
o. Fasteners spaced a 4 inches on center at edges. 8 inches A intermediate supports fa'subfloor and wall sheathing and 3 inches on center a edges, 6 inches at
Intermediate supports for roof sheathing.
p. Fasteners spared a 4 inches on center a sages, 8 inches a intermediate supports.
q. See Fasten or Alternate Schedule.
ox. Along edge
lal
r. Fasteners must be installed with own spacing between Nam across ahacang member.
Alternate Fastening Schedule
Connection Fastening
rail
r nail
A l41-6. Wood son panels end Datideboard VZ and less 2"x 0.092"Pong Shenk Nafi.
Such.., roof end wail sheathing honing) 5'ham e69a, 10"o.c.
n nal
_Strap & Simpson Strong -Drive® SD Screw Schedule I Strap & Fastener Schedule (a)
Partilpese.
Uplift 1
Wall fastener
I Rafter Fastener
I Plate Fastere
I PariDlOesc
Uplift
Wallfastener
Rafter Fa4ener
Plate Fa4ener
Ht
A35
-
BSD9<1.5"
ISD9x1.5
H1
4al
-
(i9M1f6"
GM
past
A common (31/2' x 0.1627
' x 0.131 leis
14 gage staples
24' oc. -
16' ox.
16' ox
Rafter
)d common (4' x 0.192") d 37 o c.
face nail at top and bottom staggered on
x 0.131- nai6 at 24'o.c.
14 gage staples at 24' o c.
opposite altos
20 common (4' x 0.192')
-3' x 0.131' nails
face rail at ends and at each splice
-3'x 0.131 nails .,, (face
nal
Porch
-3- 14 gage staples
-10d common (3' x 0.148')
-3'x 0.131 nets
board!
Wall to Floor
-3- 14 gags staples
Tle-0owns
-16d common (31/7x 0.162')
-3' x 0.131' nals
-3- 14 gage staples
face nal
a. Only made
b. Heatlers an
-16d Common (31/2' x 0.1621
-3' x 0.131* nails
-3' 14 gage Croons
-16d common (31/2'x Mal
-3' x 0.131' nals
toenal
face cal
A23
Rafter(b)
4SD9c1.5 I 4•SD9x15 I I Pordl I AM 585 I 1.0*11.6 I �11)d
4-S09c1.5"
Header{E) HP4041,80,81 4,725 5„'k 0.131' 5-3k0.131'
PerWpese Uplift la r lrndener Floor Fastener
Tie -Downs I 200a. 1-1/4-Wide 4,725 7-10dwt.5" -
50ik W" Anchor I 4.MU I
a All strops can be substituted with an equbalent brand meeting same strengths.
b. Rater her to stud wan to be a away cmnedian for 24- o c. & can he ever/ other lot
16• D.C. but is required on comers and studs adjacent to comers.
c. Only needed on aluminum &vinyl sheathing walls.
WNSIHUMON 11PE
We
11RE PRO7ECTUN
NONE
not: suPPRE5sioN sYBIdI
Ndrt
WLVPMV
StORM£
ALLOWASIE NUMBER OF C301i
1
BASIC WIND S3,10111,
W-fa0mea
DPOSURE
o
ENCLOSURE
E(avtn
INTERNAL PREQ WFFF1gFM
/- ate
IWPORrANCE FACTOR
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ROOF DFAO IAPD
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ROOF LryE t0A0
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FLOOR DFAD LOAD
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FLOOR UVE L00D
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son. at Les
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Da e:
11/19/15
0- s2we:
N/A
met SS-CI-180CR1
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cowl
G. WrtD+s To 9E 2Tu,.o oN-slat Dr orxa6 !tau Inca.
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W MattheW T. BaldWin P.E.
F- Florida License #64608
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Sheet: FBPR-6 OF 6