HomeMy WebLinkAboutEngineeringSETUP AND INSTALLATION OF SINGLE WIDE 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
N
IS BLOCKED
BUILDING O 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 15 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 IS A 'NO FLOOR' OPTION, ANCHOR WITH 1/2"x5" WEDGE ANCHOR THRU THE
2"x4" BOTTOM PLATE.
TABLE 1
ANCHORING TO CO CRETE
SHED WIDTH
UPUFT (PLF) ANCHOR SPACING
20'-0"
400
V-6"
13'-8"
280
3'-6"
11,_8„
240
8-6"
10'-0"
200
3'-6"
8,_p"
160
N -C
0'-10"
120
C TO B"
NMUES ME FROM END OF JOIST TO CENTERS OF (2) 4"x4"
SKIDS ONLY. 13'-8" WIDE SHEDS HAVE (4) SETS OF SKIDS.
30" AUGER ANCHOR
(4,900LB)
INSTALLED PER MANUFACTURER'S
INSTRUCTIONS. EYELET AT
MAXIMUM OF 6" ABOVE GRADE.
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�"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
TABLE 2
SKID RUNNER SPACING*
SHED WIDTH
X1
X2 X3
13,_8•
1•_10]•
1,_10}• 1'-10)"
SHED WIDTH
2'_8"
W_4" _
10,_0„
1•-7"
6'-10" -
8'-0"
0'-9"
6'-6" -
6'-0"
0'-10"
51" -
NMUES ME FROM END OF JOIST TO CENTERS OF (2) 4"x4"
SKIDS ONLY. 13'-8" WIDE SHEDS HAVE (4) SETS OF SKIDS.
30" AUGER ANCHOR
(4,900LB)
INSTALLED PER MANUFACTURER'S
INSTRUCTIONS. EYELET AT
MAXIMUM OF 6" ABOVE GRADE.
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�"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
TABLE 3
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE & DOUBLE WIDE SHEDS
PAD TYPES
LW
TYPE PAD DIMENSIONS MAX.LOAD"
MATERIAL
I 2%8"06" LOS
CO CRETE BLOCK QU LITY
SHED WIDTH
CEMENT AND SAND MIX
II 4"x8"x16" 3500LBS
CO CRETE BLOCK QUALITY
MAX. SPACING
CEMENT AND SAND MIX
III 16"06" 3950LBS
ABS PLASTIC PADS
IV 8"x8"x16" 1900LBS
CO CRETE BLOCK QUALITY
SW/DW "
CEMENT AND SAND MIX
• BASED ON 2DOOPSF SOIL BEADING CAPACITY (2000PSF IS TYPIa1)
NOTES
1. HOLLOW OR SOUD CONCRETE BLOCKS (8 -XII -XIII") MAY BE STACKED
ON PMS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING.
2. ABS PADS REQUIRED ON 11'-8" AND 13'-B" WIDE SHEDS ONLY.
• LOAD WIDTH OF UPUFT ON RUNNER
1.
NOTES
SPACING IS END TO CENTER OF PM.
2. PMS OTHER THAN END PMS SPACING 15 CENTER TO CENTER.
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 48.
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.
TABLE 3
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE & DOUBLE WIDE SHEDS
SHED DESCRIPTION
LW
PAD
INTERIOR SPACING...
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'-B"
SW/DW "
4.15/332
C TO B"
6'-0"
1936LB
I, II, III, OR IV
1679LB
I, II, III, OR N
11'-8"
SW/DW
6.00/480
Cr TO 6"
6'-0"
2558LB
I, II, III, OR IV
2558LB
I, II, III, OR N
10'-0"
SW/DW
5.00/400
0" TO 6"
6'-0"
2400LB
I, II, III, OR IV
240OL13
I, II, III, OR N
8'-0"
SW
4.00/320
Cr TO 6"
6'-0"
2029LB
I, II, III, OR IV
2133LB
I, II, III, OR N
6'-0"
SW
3.00/240
1 0" TO 6"
6'-0"
1658LB
I, II, III, OR IV
1866LB
I, II, III, OR IV
• LOAD WIDTH OF UPUFT ON RUNNER
1.
NOTES
SPACING IS END TO CENTER OF PM.
2. PMS OTHER THAN END PMS SPACING 15 CENTER TO CENTER.
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 48.
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.
• LOM WIDTH OF UPUFT ON RUNNER
•• LOCATION ROM END WALL OF AUGER ANCHOR
••• MAXIMUM SPACING BETWEEN ANCHORS
NOTES
1. MCHOR SPACING IS DESIGNED M 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 ME REQUIRED IF SPACING IS MORE THAN 10'-0"
BETWEEN ANCHORS..
4. ANCHORS SHALL BE ON SIDE WALLS EXCEPT WHEN THE SHED IS PLACED NEXT TO AN
EXISTING BUILDING; IN WHICH ANCHORS CAN BE PLACED ON THE END WALLS AS CLOSE
TO THE SIDE M POSSIBLE.
T
TABLE 4A
30" AUGER ANCHOR SPACING - SINGLE WIDE
SHED WIDTH
LW
UPLIFT (PILE) END ANCHOR-' MAX.
INTERIOR SPACING...
13'-8"
7.00
243 0-0" M 3'-0"
10'-0"
11'-8"
6.00
208 0-0" TO S -o"
10'-0"
"R" RATING OF WALLS, FLOOR, ROOF
5.00
174 0'- O" TO 3'-0"
10'-0"
1/2" THREADED ROD
4.00
138 0'-0" TO 3'--0"
10'-0"
SQUME FOOTME
3.00
104 Y -V TO 3'--0"
10'-0"
TABLE B
30" AUGER ANCHOR SPACING - DOUBLE WIDE
SHED WIDTH
LW
UPLIFT (PLF)
END ANCHOR--
MAX.
INTERIOR SPACING -,-
20'-0"
10.00
400
0'-T TO V -T
5'-0"
• LOM WIDTH OF UPUFT ON RUNNER
•• LOCATION ROM END WALL OF AUGER ANCHOR
••• MAXIMUM SPACING BETWEEN ANCHORS
NOTES
1. MCHOR SPACING IS DESIGNED M 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 ME REQUIRED IF SPACING IS MORE THAN 10'-0"
BETWEEN ANCHORS..
4. ANCHORS SHALL BE ON SIDE WALLS EXCEPT WHEN THE SHED IS PLACED NEXT TO AN
EXISTING BUILDING; IN WHICH ANCHORS CAN BE PLACED ON THE END WALLS AS CLOSE
TO THE SIDE M POSSIBLE.
T
2"x2" GALVANIZED WASHER
INTERNAL PRESSURE COEFRCIENT
i/- 618
IMPORTANCE FACTOR
1.18
2"x2" GALVANIZED WASHER
WITH I/2' NUT
ROOF LIVE LOAD
1/2" THREADED ROD
FLOOR OEM LOM
BPSF
WITH 1/2" NUT
SO. 78PSF - Im`5F BFT.
"R" RATING OF WALLS, FLOOR, ROOF
OPTONM FOR MICR SLT"
MODULES PER BUILDING
NOTCH OR COUNTERSINK BOLT
1/2" THREADED ROD
EYES BOLTED TOGETHER WITH'1/2"x2"
HURRICANE SHELTER USAGE
w
SQUME FOOTME
THRU 2"x4" BOTTOM PLATE
OPTIONAL FOR "HIGH SET"
BOLT & NUT WITH (2)2"x2" GALVANIZED
1/2" COUPLER
2"x4" BOTTOM PLATE NAILED
1/2' COUPLER
WASHERS (2.0001.11 SHEAR CMACnY)
TO 2"x6" P.T. BASE
1/2"x12" FORGED EYEBOLT "Y
)` MIN.
°
1/2"x5" (400 LB.) CONCRETE
WEDGE ANCHOR INTO SLAC
THRU 2°x4" P.T. BOTTOM PLATE
__"_: 4" MIN.
i'
(SEE TABLE I FOR SPACING)
_
U -----
EYES BOLTED TOGETHER WITH I/2 -x2- TYPE 1. 11, III. OR IV PM WITH
BOLT & NUT WITH (2)2"x2" GALVANIZED BLOCKING M REQUIRED (SEE TABLE 3).
1/2"x3" (400 LB.)
SIMPSON A-24 CONCRETE SLAB BY OTHERS THROUGH
CONCRETE SLAB BY OTHERS THROUGH
WASHERS (2.000LB SHEAR CAPACITY) R
CONCRETE WEDGE ANCHOR
CUP OR EQUAL LOCAL CODES AND JURISDICTION
LOCAL CODES AND JURISDICTION
30" EARTH AUGER ANCHORI
(SEE TABLE 1 FOR SPACING)
(SEE TABLE 4 FOR SPACING)
SHED WITH SKID
SHED
WITH SKID
SHED
WITH 'NO FLOOR' OPTION
TO PAD OR BLOCKING
ANCHORED
TO CONCRETE
ANCHORED
TO CONCRETE
TIE
-DOWN
DETAILS
CODE VFABo" T"1t1 en [awcE-T
n, As
TYPE
I CONSTRUCTION TYPE I V -B II
SPEED
ENCLOSURE
EFKYLYD
INTERNAL PRESSURE COEFRCIENT
i/- 618
IMPORTANCE FACTOR
1.18
ROOF DUD Lan
10,W
ROOF LIVE LOAD
fBPST OR Mill
FLOOR OEM LOM
BPSF
FLOOR ENE LOM
SO. 78PSF - Im`5F BFT.
"R" RATING OF WALLS, FLOOR, ROOF
N/A
MODULES PER BUILDING
I
HURRICANE PROTECTION USAGE
w
HURRICANE SHELTER USAGE
w
SQUME FOOTME
IAS THAN ]3e SOIT.
FEC
(/) MTB
Q Date:
Lv 4/26/16
ale:
(n N A
oe:
Lv ALL
GENERAL NOTES
1. FOUNDATION PLANS ME NOT PMT OF THIS
PLAN SET AND ME GOVERNED BY LOCAL
JURISDICTION.
LLJ2. THIS BUILDING IS EXEMPT FROM THE FBC
J ENERGY CONSERVATION CODE PER SECTION
101622.
M 3. REFER TO TIE -DOWN DETAILS FOR PROPER
D INSTALLATION REQUIREMENTS TO MEET CODE.
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Florida License #64608
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2018-12-20 TOP LINE ENGINEERING APPROVAL PLAN #SS -B -180-C
/-D4 ALUMINUM ROOF SHEATHING
/ 10'-0' MAX.
s
Side Wall Header Schedule (180C)
End Wall Header Schedule 180C
Max. Span NJ(b) Faslenemw/ostmp
SIEEytl) (eachen dNq
Building Width
Size U to 14' Wide Fasteners strep
P
t 2"x4' 5V 0 4-TO.131'ORIIs
(each end)
Max. Span NJ(b}
2-2'x4'(c) s -o• tl 8-3'Xx 0.131' nails
1-0"x4"1 6'-01• 0 3 - 3' x 0.131' nails
a. Tabulated Values are for No. 2 grade Spruce -Pile -Fir lumbar.
b. HJ- Number ofjack stues required to support each end.
c.
4'x4'w2'x4° 8'-u 1 16-3-x 0.131'nails
a. Tabulated Values are for No. 2 grade Sprucefine-Fir lumber.
It. NJ -Number ofjack studs required to support each end.
J. No o Jack slutls, but 916 studs laid fat.
c. Window header for window openings that haze more than 50% combined stud wall shoe
and below, otherwise use door header schedule.
____
d. See header details for attemate layouts, i.e. 2-2'x4"or 4"x4" P.T.
FOR MoftFE IafbR6
Nii
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e. The heatler can be attached [o the tap plate and thus haAe the combined strength
an ro was xF,um `N` aaw
—'�1.4
RUNNERS
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HURRICANE SHELTER USAGE NO
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END WA
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O 24' O.C.
SQUARE FOOTAGE 719 SOFT. ON USS
OR ural+
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REVISIONS
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Ass a'-0' ro 1t-0'
REV DESCRIPTON DATE BY
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END ELEVATION
N Fy
Side Wall Header Schedule (180C)
End Wall Header Schedule 180C
Max. Span NJ(b) Faslenemw/ostmp
SIEEytl) (eachen dNq
Building Width
Size U to 14' Wide Fasteners strep
P
t 2"x4' 5V 0 4-TO.131'ORIIs
(each end)
Max. Span NJ(b}
2-2'x4'(c) s -o• tl 8-3'Xx 0.131' nails
1-0"x4"1 6'-01• 0 3 - 3' x 0.131' nails
a. Tabulated Values are for No. 2 grade Spruce -Pile -Fir lumbar.
b. HJ- Number ofjack stues required to support each end.
c.
4'x4'w2'x4° 8'-u 1 16-3-x 0.131'nails
a. Tabulated Values are for No. 2 grade Sprucefine-Fir lumber.
It. NJ -Number ofjack studs required to support each end.
J. No o Jack slutls, but 916 studs laid fat.
c. Window header for window openings that haze more than 50% combined stud wall shoe
and below, otherwise use door header schedule.
____
d. See header details for attemate layouts, i.e. 2-2'x4"or 4"x4" P.T.
FOR MoftFE IafbR6
Nii
____
e. The heatler can be attached [o the tap plate and thus haAe the combined strength
an ro was xF,um `N` aaw
____
equiAelent and use the maximum span stated.
____
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CODE INFORMATION
CODE VERSION ..1, pe
MANUFA RER SUPERIOR 51®5
ma5 I BUILDING TYPE
i
cONSrRUcnoN TYPE V-0
umw i EeDpm RSFb T11' FINEPROIEGININ NONE
�imFIRE SUPPRESSION SYSTEM NOME
W T1C Rrm I/f PL;11
- as Mo Farm oa (1H V0D 2- OCCUPANCY Sarwf
II I-xfTOR Ira- eOVAO1 {1{' ALOWABLE NUMBER OF STORIES I
YOU 1'1 Was. NsmeualaRsm 12' MAX. BASIC WND SPEED
HYDROVENT DETAIL SIDE WALL WINDOWS END WALLS WIN DDWS & EXPOSURE a
OPTI A & DOORS DOOR 6' WIDE OR LESS 4"x4" W/2"x4" ENCLOSURE ENcuSIn
INTERNAL PRESSURE COEFFIDENr i/- 0.18
IMPORTANCE FACTOR 1.15
ROOF DEAD LOAD mPY
G.F.I. - + NOTES-OFMONAL ELECTRIC ROOF LIVE LOAD TOPS' ON TSea POM MAD
OUTLET
-AUL WIRING SHALL BE 14 GAGE 3 -WIPE MC CABLE. -�-,•Ea+�Gzii3Llc FLOOR DEAD LOOD lav
N Ir -ENCASE IN ALL METAL BO%ES. WdWro E. Near,, IN FLOOR LAE LAD Ti 715F5F - 12o's, OPT.
DESIGN PRESSURES
ROOF
FRAMING PLAN
SOURCE
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WIRING DIAGRAM
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SMP -51, SMI -09, ICC 5185040
10649 wkvrew Pmme Termo,
'a' MRNc OF Wu,s, FLOOR ROOF N/A
NODULES PER BUILDING ,
ROOF +27.8 -94.7
ALIS DOORS/ INDOWS +32.6 -28.2
PTIO AL
Gotha, Hcdda34734
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HURRICANE PROTECNON USAGE xo
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HURRICANE SHELTER USAGE NO
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� WAL
•DOOR s RHCOR 1aGTIaNS VA
SQUARE FOOTAGE 719 SOFT. ON USS
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;X LICENSE •'• 0���
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Florida License 64608
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