HomeMy WebLinkAboutSHED PLANSSETUP AND INSTALLATION OF SINGLE WE SHED
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 COACRETE_fTH 2
WEDGE ANCHOR.
7. IF THE UNIT IS A 'NO FLOOR' OPTION, ANCHOR WITH 1/2"x5" WEDGE ANCHOR THRU THE
2"x4" BOTTOM PLATE.
TABLE 1
ANCHORING TO CONCRETE
SHED WIDTH
UPUFT (PL.F)
ANCHOR SPACING
20'-0"
400
3'-0"
13'-8"
280
S-6"
I V-8"
240
S-6"
10'-0"
200
S-6"
8'-0"
160
S -5"
6'-0"
120
TABLE 2
SKID RUNNER SPACING -
SHED WIDTH
X1
X2
X3
13'-8"
1'-1C4"
1'-10]"
1'-Iq"
1 V-8"
2'-8"
6'-4"
-
10'-0"
V-7"
6-10"
-
8'-0"
0'-9"
6'-6-
6'-0"
O'-10"
51"
-
VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 47x4"
SKDS 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"x4}"
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 4B).
5. ONCE THE BUILDING 15 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
I
2"x8"xi6"
1778LBS
CONCRETE
CEMENT
BLOCK QUALITY
AND SAND MIX
II
4"x8"x16"
3500LBS
CONCRETE
CEMENT
BLOCK QUALITY
AND SAND MIX
III
16"x16"
3950LBS
ASS PLASTIC PADS
IV
8"z8"z16"
19001BS
CO
CEMENT
CRETE BLOCK
AND SAND
QUALDY
MIX
• BASED ON 20DOPSF SOIL BEARING CAPACITY (20DOPSF IS TYPICAL)
NOTES
1. HOLLOW OR SOUR CONCRETE BLOCKS (818"xi6T MAY BE STACKED
ON PADS FOR HIGH SETS UP TO 46' WITHOUT REINFORCING-
2 ABS PADS REQUIRED ON IV-8" AND IX-8- RDE 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 RUNNER
PAD TYPE
13'-8"
SW/DW
4.15/332
0" TO 6•
6.-0"
1936LB
I. II, III, OR IV
1879LB
I, II, III, OR IV
11'-8"
SW/DW
6.00/480
0" TO B"
6'-0•
2558LB
I, It, III, OR IV
2558LB
I, IL III, OR IV
10'-0"
SW/DW
5.00/400
0" TO 6"
6'-0"
2400LB
I, It. III, OR IV
24COLB
I, R. III, OR IV
8'-0"
SW
4.00/320
0" TO E
W-0"
2029LB
I, 11, III, OR IV
2133LB
I, It. III, OR N
6'-0"
SW
3.00/240
1 0" TO 6"
6'-0"
16581_6
I, 11, III, OR IV
16661E
I. It. III, OR IV
LOAD WIDTH OF UPLIFT ON RUNNER
NPAD 1SPACING IS END TO CENTER OF PAD.
2. PADS OTHER THAN END PADS SPACING IS CENTER TO CENTm
3. USE SAME MAXIMUM SPACING FOR INTERIOR SPACING
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.
TABLE 4A
30" AUGER ANCHOR SPACING - SINGLE WIDE
SHED WIDTH
LW'
(PLF)
ENO ANCHOR--
MAX. INTERIOR SPACING--*
rU-PUFF
y�2430-0",170-3�"-0'.I0.-0;
11'-8"
6.00
208
1-0" TO 3-0"
10'-0"
1O'-O"
5.00
174
0'-0" TO S-0"
IT-0"
8'-O"
4.00
138
0'-0" TO S-0"
10'-0"
6'-0"
3.00
104
d-(r TO S-T
10'-0"
TABLE B
30" AUGER ANCHOR SPACING - DOUBLE WIDE
SHED WIDTH
I LW'
JUPIJFr (PLO)
END ANCHOR-'
MAX. INTERIOR SPACING'••
20'-0"
1 10.00
1 400
1 tl-' TO 3'-0"
1 6'-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 2 (4). (1) ANCH
ADDITIONAL INTERIOR ANCHORS ARE REQUIRED IF SPACING IS M
BETWEEN ANCHORS_
4. ANCHORS SHALL BE ON SIDE WALLS EXCEPT WHEN THE SHED IS
TO THE SIDEEDING; IN WHAS POSSIBLE ANCHORS CM BE PIACJ:11] pA
nf%ryC
ST. LUCRE COU TV
SOCC Q
2"x2• GALVANIZED WASHER
2".2• GALVANIZED WASHER f
WITH 1/2' NUT
1/2" THREADED
WITH 1/2" NUf -
IGD
OPTIONAL FOR 'HIGH SEE'
NOTCH OR COUNTERSINK BOLT
'
OPTIONAL FOR "HIGH SE %
F'% iJ
1/2" THREADED ROIN
EYES BOLTED TOGETHER WITH 1/2"x2"
BOLT & NUT WITH GALVANIZED
1/2" COUPLER
THRU 2"x4" BOTTOM PLATE
�, ,
1/2" COLIPL - Tx=
LB SHE
WASHERS (2000LD SHEAR CAPACITY)
2"x4' BOTTOM PLATE NNLED
TO 2"x6" P.T. BASE
i
1/2'x12" FOR GE4 ETE8O0
..
'a • • MIN.
1/20x5" (4GO m) CONCRETE
WEDGE ANCHOR INTO SLAB
THRU 2"x4" P.T. BOTTOM PLATE
----" MIN.
I•
I
I OR v PAD WITH
EYES BOLTED TOGETHER WITH 1/2-, Z141
J_
(SEE TABLE I FOR SPACING)
b-
DOLT & NUT WITH (2)2 #" GALVANIZEREQUIRED SEE TABLE 3).
WASHERS (2.000L9 SHEAR CAPAC(
1/2"x3" (400 LBJ
CONCRETE WEDGE ANCHOR
sMPSON A-24 CONCRETE SLAB BY OTHERS THROUGH
CUP OR EQUAL LOLL CODES AND JURISDICTION30'
CONCRETE SLAB BY OTHERS THROUGH
CODES ANO JURISDICTION
*nWE.
EARTH AUGER ANCHO
(SEE TABLE 1 FOR SPACING)LOCAL
(SEE TMLE 4 FOR SPACING
SHED
WITH SKIDISW1
SHED
WITH ENO FLOOR' OPTION
TO#PADiORwBLKING
ANCHORED
TO CONCRETE
ANCHORED TO CONCRETE
TIE
-DOWN
DETAILS
CODE VERSION FDG 3etT cu v2m. ASCE-7
MANUFADN ol" 9JPBa0R slFas
TYPE
CONSIRUCTON TYPE V-D
FlRE PROTECTION NMf
INtEWyAL FTRS511RE CUFFHnINf
+/- w.
IMPORTANCE FACTOR
1.15
ROOF DUD IDAD
I)P3
ROOF DVE LOAD
T.RF aR iamm
BOOR DEAD LOAD
FLOOR UVE LOAD
sla >syss - 1]• OPT.
'R" RAnNG DF WALLS, EDOR RDOF
WA
HUPRMANE SHELTER USAGE I NO
SDUME FOOTAGE IIIS 1WN TfO ID1T.
m MTB
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GENERAL NOTES
1. FOUNDATION PLANS ME NOT PART OF THIS
PLAN SET AND ARE GOVERNED SY LOCAL
JURISDICTION.
LJJ 2. THIS BUILDING IS EXEMPT FROM THE MC
NERGY CONSERVATION CODE PER SECTION
1015.
m 3. REFER TO TIE -DOWN DETAILS FOR PROPER
INSTALLATION REQUIREMENTS TO MEET CODE
191)7 v7/7
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Sheet: AD-1 OF
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225LB FIBERGLASS SHINGLES AND #16 FELT
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ROOF
+27.8/-94.7
WALLS/DOORS/WINDOWS
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--Tf' TOP MUC NLJRAL ERInG—, LtC
'1. STRUCTURAL ENGI VEERS
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
ROOF FRAMING PLANT A� ImoJ [Y
REVIEWED FOR
CODE COMPLIANCE
ST. L UCIE COUNTY
EOCC
2018-12-20 TOP LINE ENGINEERING APPROVAL PLAN #55-CI-180-C
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Sheet: FBPR-1 OF 6
2x4 BLOCK
2x4 SOLE PL
FLOOR FRAM
MREK OR ALPINE 2'x5'
OR EQUAL
J:,2 MIN.
2'x4' COLLAR
I:.T' TOP LINE ENNINERING LLC
1�L`T' SLINE (ORAL ENGINEER$
7
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
2x4 SOLE PLATE
FLOOR FRAMING
IN El^:
VARIES 6'-0- TO 13'-8-
ELEVATION CROSS—SECTION
TYPICAL ARCH FRAME
END ELEVATION
WITHOUT DOOR
WITH DOOR
-- `---�—"_�--• -�-tea,:; '_:
CODE INFORMATION
FAONRPR SlIF41dOR 4RM
INO trPE u nwu¢
MC" trPE M-e
PRDI¢9DN NONE
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PANm sroRw¢
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MOOR DEAD LOb
taps
noon INE Lam
s1D. �aPs _ 12aPg aPr.
W2 .. OR �
I WITH
H24 OR EQUIVALENT. SEE
TABLE 2 FOR QUANTITY AND
SPACING.
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END ELEVATION Malth.* T. Bald*in P.E.
WITH GARAGE DOOR
Florida License 64608
o
2018-12(aq-9pPNA4VFj ENGINEERING APPROVAL PLAN #SS-CI-180-C w Sheet: FBPR-2 OF 6
44 P.T. POST
STANDARD WALL DETAIL AND FLOOR FRAMING WITH
(1mm)x12" STRAP W/6-10
d NAILNAL
S
WITH DOOR & WINDOW OPTIONS OR EQUAL
FLOOR FRAMING PLAN
L SHEATHING OPTIONS:
OR
A RUGATED SEAING ALUMINUM EQUIV. OR BETTER
)4 ALUMINUM SIDING
AMES HI ARDEEPANELGOR EQUIV.
ANTES HARDEE HORIZ. SIDING LAP OR EQUIV.
. GAUGE CORRUGATED STEEL METAL SIDING(RUN ANY DIRECTION)
HERMO—PLY BLUE (0.135 THICK)WITH VINYL SIDING
LOSB
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CODEVFR4oN
Mrumx
BOOING TYPE
aNsmD�mN TrPE
Fn PROIELiwN
RM 50PRRES9oN SYSIEL
WALL
SOLE PLATE
DR FRAMING
ENaas
INmeNAL pR65
IMPORTANCE FACTOR
ROOF DOD LOAD
ROOF u LOAD
NOTE: WALL FRAMING MEMBERS ARE CONTINUOUS FROM
FOUNDATION SILL TO ROOF AND SECURED TO ENSURE ACONTINUOUS
LOAD PATH. WHERE WALL MEMBERS ARE
NOT CONTINUOUS, SHEET METAL CLAMPS, TES, OR CUPSSHALL
I-E
BE FORMED OF GALVANIZED STEEL OF NOT LESS
THAN 0.040" NOMINAL THICKNESS.
SHEATHING:
i" PLYWOOD
1" P.T. PLYWOOD
V T&G
4" P_T_ T&G
TABLE 2
SKID RUNNER SPACING -
SHED WIDTH
X1
X2
X3
13'-8"
1'-104"
P-101"
1'-10)"
11'-8"
2'—B'
6'-4"
—
10'-0"
1 —7'
6'-10"
—
8.-0"
0'-9"
6'-6"
-
6'-0"
O'-10"
61"
—
"VALUE ARE FROM END OF JOIST TO CENTERS OF (2) 4":4"
SKIDS ONLY. 13'-8" WIDE SHEDS HAVE (4) SETS OF SNIDS.
P.T. S-Y.P. #2 PUWNG
ICK
P.T. 24" O.C. TYP.
IONAL 125PSF 0 16" O.C_
. WITH 3/4" T&G PLYBOARD
4" P.T. ATTACHED WITH
l OR EQUIVALENT. SEE
'LE 2 FOR QUANTITY AND
ACING.
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
,�P TOP LINE ENGINEERING II.0
T'�.f STRUCTURAL ENGINEERS
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
2018-12-20 TOP LINE ENGINEERING APPROVAL PLAN #SS-CI-180-C
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MOttheµ T. Ebldµin P.E.
J FleridO License j64606
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Sheet: Feet_
-3 OF 6
Side Wall Header Schedule 080C)
Building Width
Size
Fasteners w/ strap
Up to 14' Wide
(each end)
Max. Span
NJ{b}
14"x4"
6-0"
0
3 — 3" x 0.131" nails
4"x4" w2"x4"
8'-0"
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.
a. 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
EXTERIOR
SHEATHING
WALL " 16"x4" BETWEEN
WALL STUDS. VENT IS SECURED
TO SHEATHING AS PER
MANUFACTURERS INSTRUCTIONS
HYDROVENT DETAIL
I) 2"x4" WITH 1/2" PLYWOOD
R OSS FILLER OR (1)4"x4"
SIDE WALL WINDOWS
& DOORS
End Wall Header Schedule (180C)
Size{d)
Max. Span
NJ{b}
Fasteners w/o strap
(each end){c}
1-2"x4"
640"
0
4 — 3" x 0.131" nails
9'-0"
0{d}
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. Laid flat
d. No Jack studs, but 2x6 studs laid flat.
* orEs
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
G.F.I. �+ NOTES —OPTIONAL ELECTRIC
OUTLET
—ALL WIRING SHALL BE 14 GAGE 3—WIRE MC CABLE.
N 11 —ENCASE IN ALL METAL BOXES.
SOURCE
L "
WIRING DIAGRAM
(OPTIONAL)
2"x4"
4"x4"
4"x4" W/2"x4"
— REVIEWED 41
CODE COli PLIANCL
ST. LUCIE COUNTY
SOCC
"7��]" TOP LINE ENGWEERING_,_ LLC
-��'L�.'Z STRUCTURAL ENGINEEI:S
William E. Neary, III
SMP-51, SMI-79, ACC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
2018-12-20 TOP LINE ENGINEERING APPROVAL PLAN #SS-CI-180-C
BURDMG TYPE
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STATE
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Matthew T. Baldwin P.E.
Sheet: FBPR-4 OF 6
SECURED WITH STRAPS AS
PER FASTENER SCHEDULE
(2) 1 /4
END OF AN
PORCH CORNER
SECURED WITH STRAPS AS
PER FASTENER SCHEDULE
END
(2) 1/4"x6" LAG BOLTS EACH
END OF ANGLED BRACE TYPICAL
PORCH INTERIOR COLUMN
CMU 1AIA1I
P.T.
TOP LINE ENGINEERING. LLC
STRUCTURAL ENGINEERS
Y
William E. Neary, III
SMP-51, SMI-19, [CC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
ROCC
r UF\" I Iv 3MCU I.VIN IN C_l. 1 IUIN
2018-12-20 TOP LINE ENGINEERING APPROVAL PLAN #SS-CI-180-C
LYPE
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Of norida License #64608
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Sheet: FBPR-5 OF 6
Fastening Scheduler}
(FBCTable 2304.10.11
0.232' nails
Such end
b. Sole pare to joist or dloclrng
151(3112-x U.136)a IV O.C.
T x 0.131 nods a T ox.
Typical face nail
3' 14 gage stapes at 1T o.c.
Sole plane tojoist a blocking at bracedwad
3-16d common (31/T x OAST) OR 16' o.c.
panel
4-3 x 0.131' nails a 16' ec.
braced wall panel
4 -314 gage Studies a 15' o.c.
7. Top pate to stud
2-lSol common (31/Tx 0.167)
3-3' x 0.13P nails
end nail
3-314 gage staples
--
S.Studtosoleplate
4- 8d common (21(Tx 0.1311
-
4 -T x 0.131' nails
toenail
3-3' 14 gage Staples
2-160 common (3 ITT x 0.1621
3-T x 0.131' nails
and nail
'
3-3' 14 gage staples
9. Double studs
(3 ITT x 0.13T) a 24- o.c.
(16d
3 x 0131' nail a 8' o.c.
face nail
3' 14 gage stapes at 8' o.c.
10. ruble top plaes
160(3112' x 0.1357) a to- o.c.
3' x 0.131' nail as S o.c.
Typical face nail
314 gage stapes at 8- o.c.
Double top plates
8-16d common (31/Tx 0.162')
12-3 x 0.131' ,Is
lap spice
12-T 14 gage staples
11. Blocking barman joists or raters to top plate
common (21/2' x 0.1311
I3-8tl
3-3' x 0.131' nails
toenail
3-3.14 gage Stapes
12. Rim joist to top plate
0. 131') a IT ec.
located
IIN(21121.x
T x 0131 nails a 6' o.c.
3.14 gage stapes at 6' o.c
13. Top Mates, laps and intersections
2-16d common (31/2-x 0.1(1 -
3-3'x 0.131' nails
face mil
lcwlmgjmsls, laps over
(See Table 2308.1014.1)
Calingjcisls to parallel
(SceTable 2308AR4.11
-Bd common (21/2-x
-3'x 0.131'nals
-3' 14 gage snipes
-Bit common (21/7 x
-16d common (3112'
Tx 0.131 Tans
-314 gage Staples
716d common (31/2'
- 3' x 0.131 nails
-314 gage staples
-8d common (21/2' x
-Tx 0.131' nails
-T 14 gage stapes
-8d common (21/2' x
-3'x 0.131 pals
nail
)r, roof and wal sheathing (to framing)
floor (combination subloor-underlaym
-160 common (3 112 x
-Tx Q131 role
-3' 14 gage simplest
71 W common (3112' x
- 3' x 0.131 nails
-3. 14 care nmles
314'
8, to 1'
118' to 1 1/4'
4' and less
8' to 1'
1/fir to 1 1/4'
T or less
1 3/4' 16 gagefol
8d(dl or 6d(el
23/8'x 0.113'rmiM
2' 16 gage(pl
8d(c)
1 Od(dl or Kill
6d[c)
81
each joint
O.C. Edges and intermediate. 4' O.C. at
mponeot and cladding edge strip ezon
far to Figure 30.51 of ASCE 71
518' _ _ Built
Fiberboard sheathing(g,gl
1/2'and less No. ll gage roofing nal(hl
6d common nail (T x 0.1131
No: 16 gage staii
6' o.c. Edges and intermediate
25/37 No. 11 gage roofing nail@)
8tl common nail (211T x 0.131')
No. 16 gage wade i)
Interior paneling
1/4 4tlfl)
w oc. Edges and intermediate
3/8' 6di
Common or ox nals reed to bar used except More of em'ise stated.
Nails spaced OR 6Inches on center at edges, 12 inches a intermediate supports except 6 inches a supports whole spans are 48 inches or more. For nailing of
wood structural panel and particleboard diaphroms and show wails, refer to Section 2305. Nails for wall sheathing are perturbed to be common, hat a casing.
Common Or deformed sharnk(6d-7x0.1IT: Sol -21/2'x 0.1 31^ 10d - 3" x 0.14T).
EVIE1.fi�E® FOR
Common (6d-Tx 0.113".8d-2 ITT x 0.131`, 1Od-3x 0.1481.
Deformed shenk(6d-2"x0.113; 8d-2 ITT x OA 31'; 1Do-3'x 0.1481.
v
`q®p�P11'®N<
A
Corrosion -resistant siring(6d-1711x0.106'8d-2318'x0.128) a casing(W-Tx 0.099":8tl-2ITT x 0. 113") nail. ®
E C/ 1Y11i L.
Fasteners Spaced 3 inches on center a exterior edgas and 6 inches on center a intermediate supports, when used as structural sheathing. Spacing shall e6
inches on center on the edges end 12 inches on center a li telmediae supports for nonstructural sheahiW.
S
���'E ®� C:ep,1\7�
Corrosion -resistant ro2<ng nals win 7116inch-dameter head and 1 1/2-mch length for 1/2-inch sheathing and 1314 inch length for 25132-inch sheathing.
a
Corrosion -resistant staples with nominal 7/16-inch cmym or Cinch clout, and 1 1144nch length for 112-inch shooting and 11/2-inch length for 25f32-inch sheathin
O
Panel supports a 16 inches (20 inches if strength alis in the long direction othe panel, unless otherwise marked).
®?�CJrCPi
Casing (1112' x 0.O80Y) or finish (11/2'x 0.0721 nags spaced at 6 inches on Panel angles. 12 inches a intennedate supports.
Panel supports a 24 inches. lasing afinish nails spaced at 6 inches on panel edges, 12 inches at intermediate supports.
For rod sheathing applications, 8tl nails (2 ITT x 0.113) ere the minimum required for wood structural panels.
Staples shall has a minimum crown width of 7116 inch.
For and sheathing applications, fastemers Spaced a 4 inches on center A edges. 8 inches a intermediate supports.
Fasteners spaced a4 in Chas on center at edges, 8 inches 0 intermediate supports for sub0oor and Hall sheathing and 3 inches on center at edges, 6 inches a
mP rtNE SVGwraatN ¢G
intermediate supports fared sheathing.
rLli slxucruunl. srvonNaxs
Fasteners spacetl Or inches m center at ages, 8 inches a intentrediate supports.
William E. Nfi nil
See Fastener Altemae Schedule.
SM1 7 ICC
SMP-51, SMI-79, ICC 5185040
Fasteners must be installed with even spacing between them across staching member:
,
10649 , -Tefrace
Alternate Fastening Schedule
Gotha, Florian 34734
COnnectl
Fastening
AL131-33. Woed structural panels and pattclMadrtl
SubHoir, roof and wall sheathing (to freeing)
1/2'and less
2'x0.097RingShank Not -
5"from edge, I O.C.
. omn-up comer saes
l ed commons w xu.laz7
24-o.c.
T x 0.131 pars
16' o.c.
3' 14 gage stapes
16' O.C.
24. Built-up girder end beams
20d common (4-x 0.192) a 32' o.c'
a face nail mP old bottom staggered on
3' x 0.131' nails So 24' 1
apposite sidesto
3' 14 gage stapes a[ 24 o.c.
2-M common (4' x 0.197)
3-Tx 0.131' nails
face nail a ends and a each spice
<o. tNmi ire 1V heel
J-1Wa cnmen(I x U.-14o)
4-3'x 0.131 nails
face nail
4 - T 14 gage stapes
27. dack tarter to hip
3- 10d common(3x 0.14T)
4-Tx 0,131 pals
toenail
4-3' 14 gage Staples
2-16d common (31/2'x 0,162")
3-Tx 0.131' pals
face mil
13-3' 14 gage staples
28. Roof rater to 2-by ndge beam
2- I(d common (3 112'x 0.1621
3-Tit 0.131"1
toenail
3-3' 14 gage staples
2-iW common (311Tx 0.167)
I3-T x 0131' nails
nail
3-3' 14 mars slades
Iface
Strap & Simpson Strong-Drive®SD Screed Schedule
Raper
Rafter(bl
Strap & Fastener Schedule (a)
Porch
AM
A33
-
-
4-SD9(15'
4SDgc1.5'
4SDer1.5'
4S(D9c1.5"
POr h
AM
A33
5fiS
750
410dr1.5"
41W
410dx1.5
4113cl
PartirDese.
Uplift
Wall fastener
Floor Fastener
ParHlCesG
Uplift
Wallfa#ener
Floor Fasiener
ell to Floor(a)
LSTX18
1,235
7-S19x15'
7SD9c1.5"
Wall to Floor(e)
LSTA-18
1110
7-1M
7.1W
ParWDes<.
blip
Wall fastener
Floor Fastener
partD(Oese
Uplift
Shad fasener
Header Fasten
Tie-0 ns
20Ga. 1-114"Wide
4,725
7-SD9A.5'
Header(d}
TP-35
MR
5-3k 0.131'
S37x DA31'
519'k 3T Anchor
4,300
_
HP40,41,80,81
4,725
53Y 0.131'
S-3'x 0.131'
Only needed on aluminum shearing wails.
Headers over 6'spn.
Parth!)i
UPlub
Wall fastener
Floor Fastener
re4]owns
20Ga 141 Witla
4,725
7-10dg.5.
-
2018-12-20 TOP LINE
S(8k 3P Anchor
4,Wo
-
-
a. All V12PS can be substituted win an equivalent brand meeting same Strengths.
IT. Ratter ties to stud wall to be a way connection for 24" o.c. & can be every other for
1W o.c. but is required on comers and studs adjacent to comers.
c. Only needed m aluminum & vinyl sheathing walls.
d. Heatless over 6'span.
ENGINEERING APPROVAL PLAN #SS-CI-180-C
CONSTRUCInON TYPE
Y-a
FIRE Small
NoNc
fin SUPPRESSION ST61di
NWe
OCCUPANCY -
eIOPNE
AIID)JOEH£ Bill: x OF STORIES
1
BASIC WINO SPEED
vrI,
INIFRNPL PRESIARE C06ilOFM
./- ale
1111PORIANCE FACTOR
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LSJ Matthew T. BaldWin P.E.
I- Florida Ucense #64608
L Sheet. FBPR-6 OF 6
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