HomeMy WebLinkAboutSITE PLANSSite PIIn for Manufactured Shed at 902A Shorewinds Drive
Owne ri Douglas J. Amidon (727) 847-0535 or (727)- 844-5777 1.1
Address: 9631 Dantel Dr
New P' rt Richey, FL 34654-5621
Parcel l D: 1425-701-0015-000-8
- - - - - 79' - R- - - --
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lCP'DOxaLEL'-CLrj7L7 SCALE I"1" ' .. - - EBeyre_'L'PctlSfidi �.I
- SCALE. LECT SINGLE HELIX AUGER ANCHOR 'CORAL EYE AbMji ANCHOR �j I
. - ... ..__..:- .r...-r•�e.. nl, SSTASL94FORSPACING'. "
SET UP AND INSTALLATION OF SINGLE WIDE SHED
LOCATION ON SCHEDULE 40 P.V.C. TO ALLOW FOR
MOVEMENT TO PLUM OR SQUARE UNIT TU HUUcit, rtNum, rnvrarai 1 cn.�, -
2. ONCE UNIT'IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED THE
BUILDING IS BLOCKED ON HIGH SPOT AND LEVELED. THE OTHER END OF THE BUILDING IS
BROUGHT UP TO LEVEL AND BLOCKED THEN THE CENTER OF THE BUILDING IS BROUGHT UP
TO LEVEL, BLOCKED, AND THEN SHIMMED.
3. AFTER THE BUILDING IS LEVEL, MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT
SPACING.
ANCHOR-P-LAO--EMENTE STABLISHED_BY_MDS1iOF BUILDING. -HOLES ARE DRILLED
THROUGH THE 2 x 4 BOTTOM PLATE WITH 1/2' AU0ER-STr7ND-THE-EYEBO E
INTO PLACE. THE HOLE IS DUG FOR 30" EARTH ANCHOR AND BACK FILLED. THE EYEBOLT
AND AUGER ANCHOR ARE FASTENED WITH 1/2" x 2" BOLT.
5. IF UNIT IS TO BE ATTACHED TO CONCRETE SLAB, THE BUILDING IS SET ON SLAB SHIMMED
UP TO LEVEL. A 318" HOLE IS DRILLED WITH HAMMER DRILL INTO CONCRETE 1-1/2" OFF RIM
JOIST. THE EYEBOLT IS FASTENED THROUGH BOTTOM PLATE AND AN 'L' BRACKET OR
SIMPSON STRAP IS PLACED OVER THE 3/8" WEDGE ANCHOR, A 1/2" x 2" BOLT IS THEN
FASTENED THROUGH THE EYEBOLT AND'L' BRACKET.
6. IF NO FLOOR UNIT BUILDING IS USED, ANCHOR WITH 3/8" x 5" WEDGE ANCHOR CENTERED
BETWEEN EVERY WALL STUD.
SET UP AND INSTALLATION OF DOUBLE WIDE SHED
1. BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE
WIDE IS PLACED ON HIGHEST LOCATION ON 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.
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)1/2" x 4-1/2" BOLT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT
HOLES LINED UP AND BOLTS PLACED AND TIGHTENED. 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 NOTE 5 FOR SINGLE WIDE INSTALLATION)
5. ONCE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT
BRACING IS REMOVED.
2" x 2" SQUARE WASHERS
SIMPSON HS-24 �.
GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS
1. Building anchors shall be "mobile home" type #30 single helix eye auger anchors manufactured by Style Crest of Freemont, OH.
Maximum allowable uplift 2,0009 or equivalent.
Z-Anchoring-system-to-ground-peclocaLbuiLding code (by dealer). Locate anchors per Table 4 through the bottom plate.
3. Anchors shall be placed through the bottom plate and floor system.
Table 1 Shed Ancoring to Concrete Slab
Shed Width
# Uplift / Side of Shed
Anchor Spacing 1 Side
14'-0"
280 # / LF
4'-3"
10-0"
200 # 1 LF
0
160 # (LF
7'-6'
Table 2 Runner Spacing
Shed Width
Xi
X2
X3
14'-0"
V-101/2"
T-61/2"
6-11"
12'-W
2'-61/2"
V-11
-
= iTF --
- /2`
9"
6'-6
B'-0"
-
Values from end of joist to centers of(2)4 X 4 skids only. 14-0 wide sheds nave m sees of ..-
Table 3 Support Footing Pad Spacing for Runner Blocking For Single or Double Wide Sheds
Maximum Load & Pad Type
Shed Description
Pad
End Pad
1936#
Side Runner
Pad Type
II or 111
Interior
Pad
1879#
Side Runner
Pad Type
11 or III
Size
14' -
Type
SW / DW
I LW* PLF
4.15' 1332
End Pad
. 0 to 3'-0"
Max. Spacing
5'-8"
14'
SW / DW
2.65'-/ 205
0 to T-0"
8'-0"
1435#
1
1640#
1
12'
SW
6.00' / 480
0 to 3'-0"
51-4 "
2558#
II or III
2558#
11 or III
10,
SW
5.00' 1400
0 to 3'-0"
6'4"
2400#
11 or 111
24009
II or III
g'
SW
4.00' / 320
0 to T-0"
6'-8"
2029#
II or III
2133#
11 or III
Notes:
1. Pad spacing is end to center of pad.
2. Pads other than end pads spacing is center to center.
3. Use same max. spacing for interior runner.
Type
Pad Dimensions
I Max. Load"
Material
2" x 8" x 16"
1.77..8.#
-concrete.block- uality cement & sand mlx-
'IL'concrete
hlodi quality.cement & 5a'nd mix'
III
�16 x 16'�
3,950 #
ABS plastic pads _
' Loao Wiom on runner.
Based on 2,000 PSF allowable soil pressure. Soil pressure shall be verified by field pentrometer test or soils lab report Check with
engineer if soil pressure is less than 2,000 PSF.
Notes:
1. Hollow or solid concrete blocks may be stacked on pads for high sets up to 48" max. with out reinforcing..
2. Pads required on 12, & 14' wide sheds only.
3/8" x 8" FORGED EYEBOLT
3/8" x 2 BOLT WITH (2)
WASHERS & NUT
SIMPSON A-24 STRAP (1,200#
UPLIFT)
(1). 3/8" x 3" (1,200# UPLIFT
RATING). EXPANSION BOLT OR
WEDGE ANCHOR INTO SLAB
@ SPACING (PER TABLE 1)
SHED WITH SKID ATTACHED ANCHORED TO CONCRETE
SCALE: 1" = T-0"
SIMPSON HS-24
o�
m GRADE
w �o
� � Am
i• Jlj � z
TYPE I OR II CONCRETE PAD
W/ BLOCKING AS REQUIRED N
.112" x 4" FORGED EYE BOLT i
SHED WITH SKID ATTACHED
SCALE: 1"
1/2" THREADED ROD W/ T x 2"
WASHER & NUT (2,000 +
CAPACITY)# UPLIFT
112" x 2" BOLT W/ (2) WASHERS
& NUT (2,000 + SHEAR
CAPACITY)
SEE BUILDING ANCHOR
DETAIL
III'[
1 r=�
STRAP DETAIL
SCALE: N.T.S.
CORAL EYE -AUGER ANCi
SCALE: N.T.S.
2" x 2" GALV. WASHER
1/2" THREADED ROD,
1/2" COUPLING
1/2" x 1-112' BOLT W/ (2)
WASHERS (2,000#+ SHEAR
CAPACITY)
1/2" x 4" FORGED EYE BOLT
30" HURRICANE ANCHOR
Wide Sheds
Shed Size
LW Uplift
PLF
vV End Anchor"
Max. Interior Spacing"'"
14'-0"
7.00'
243
1'-0" to 3'-0"
12 0!
_6 00_
=5.00'==�1.Z4"'-"�-
208
11 0 to 3'-0'- -
8 �" A
-
4.00 -
`139-
revised on 10123/2006
Table 4b Anchor Spacing Of Auger Type Anchors For Double Wide Sheds
30" Eye Auger Anchor
Shed Size LW Uplift PLF End Anchor" Max. Interior Spacing
20'-0" 10.00' 1 400 L T-0" to 3'-0" 5'-0"
Load width,fuplif -caner
" Location of end auger or slab anchor.
Anchor spacing example: 30" auger or 3/8" x 2-3/4" expansion bolts.
Notes:
1. Anchor spacing is based on 3 second wind gust at 150 MPH, Exposure "C" per ASCE 7-05.
For other wind zones multiply Interior anchor spacing by the multipliers below.
Wind Zone I Multiplier
100 2.25
110 1.88
120 1.56
130 1.37
140 1.16
150 1.00
2. All measurements listed above are center to center of anchors.
3. The minimum number of auger anchors is (4). (1) @ each comer of shed for sheds less in
length than the maximum.
4. The minimum edge distance for expansion bolls is 8 diameters or 5" for 318" expansion
bolts.
5. Anchors shall be on side walls except when shed is placed next to existing building, in which
anchors can be placed on end walls as close to sides as possible.
(1) 3/8" x 5' (400# UPLIFT
RATING) WEDGE ANCHOR
INTO CONCRETE SLAB AT
SPACING
(PER TABLE 1)
NOTCH OR COUNTER SINK
BOLT THRU 2 x 4
2 x 4 BOTTOM PLATE NAILED
TO 2 x 6 BASE
SHED WITH FLOOR REMOVED
ANCHORED TO CONCRETE
SCALE: 1" = V-0"
SHED DESIGN LOAD REQUIREMENTS
for the 2007 Florida Building Code
Basic Wind Pressure
qz = 0.00256(Kz)(Kzt)(Kd)(V"2)(I) Per ASCE 7-05 6.5.10 Table 6-3
Kz = 0.85 Exposure "C"; Kzt =1.0
Kd = 0.85; 1= 0.77; V =150 MPH
qz = 31.95 PSF
I hereby certify that I have reviewed these plans along with all the building materials and
components used in the manufacturing of the sheds. The materials and components either
have Florida Product Approval as required by Florida Building Commission Rule (Chapter
9B-72) or were analyzed using the Allowable Stress Design. All materials and components
comply with the 2007 Florida Building Code for a 150 MPH. wind velocity, velocity pressure of
31.95 PSF, I = 0.77, Enclosed Building, Exposure "A", "B" or "C" and N.I.P.C. = 0.18., Roof Live
Load = 20 PSF, Design Pressures: Roof Live Load = 20 PSF, Roof Dead Load = 5 PSF, Floor
Live Load = 75 PSF, Floor Dead Load = 5 PSF and with the 2005 National Electrical Code.
Main Wind Force Resisting Systems
Roof
I Wall
N/A
39.94
25.24
20.13
- . -f. is n-a.fi.,,, n"ti.n mffectivel Pressures (PSF)
Zone
Wind Area
(+)
(-)
Zone
Wind Area
(+)
( )
1
10
22
35
4
10
38
41
20
20
33
20
36
39
50
18
32
50
34
37
Zone
Wind Area
(+)
(-)
Zone
Wind Area
(+)
()
2 & 3
10
22
89
5
10
38
50
20
20
83
20
36
47
50
18
86
50
34
43
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Lawrence E-Bennett,P-E.#16644
Date OF
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