HomeMy WebLinkAboutConstruction PlansSETUP 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 ESTABUSHED, THE
BUILDING IS BLOCKED O THE HIGH P D LED. THE OTHER END OF THE
N I H SPOT AN LEVELED. E N
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
BACKRLLED 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 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 (PLF)
ANCHOR SPACING
20'-0"
400
3-6*
13'-8"
280
S-r
I V-8"
240
S-6"
10'-0"
200
S-r
8'-0"
160
S-r
5'-0"
120
V-e
TABLE 2
SKID RUNNER SPACING*
SHED WIDTH
X1
X2
X3
13'-B"
1'-10}"
V-101"
I V-8"
2'-8"
6'-4"
-
10'-0"
V-7"
6-10"
-
8'-0"
0'-9"
6'-6"
-
6'-0"
V-10"
51"
-
*VALUES ARE FROM END OF JOIST TO CENIERS OF (2) 4"x4"
SNI05 ONLY. 8" WIDE SHEDS HAVE (4) SETS OF SKIDS.
30" AWGER,ANGHOR
INSTALLEMANUFACTURER'S
INSTRUCTIONS. EyELETpATj
MEN M ov;d" AABOV��E.
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 413).
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
I
2"x8"x16"
1778LBS
CONCRETE BLOCK QUALITY
CEMENT AND SAND
MIX
II
4"x8"x16"
3500LBS
COIRCRErE BLOCK QUALITY
CEMENT AND SAND MIX
III
16"X16"
3950LBS
ABS PLASTIC PADS
IV
8"x8"xi6"
1900LBS
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
• BASED ON 2000PSF SOIL BEARING CAPACRY (2000PSF IS TYPICAL)
NOTES
1. HOLLOW OR SOUD CONCRETE BLOCKS (B-A-A8) MAY BE STACKED
ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING.
2. ASS PADS REQUIRED ON IV-5' AND IN-8' 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
S1DE RUNNER
PAD TYPE
13'-8"
SW/DW
4.15/332
0" TO 6"
6'-0.
1936LB
I, II, III, OR N
1879LB
1, It. 111, OR IV
11'-8"
SW/DW
6.00/480
C" TO 6'
V-0"
2558LB
I, II, III, OR N
2558LB
I, II, III, OR N
10'-0"
SW/DW
5.00/400
C" TO 6'
6'-0.
2400LB
1, II, III, OR N
2400LB
I, II, III, OR N
8'-0"
SW
4.00/320
O" TO 6"
6'-0"
2029LB
1, II, III, OR N
2133LB
I, II, III, OR IV
6'-0"
SW
3.00/240
1 C" TO 6"
V-0"
1658LB
I, II, III, OR IV
1866LB
I, II, III, OR IV
• LOAD WIDTH OF UPLIFT ON RUNNER
NOTES
1. PAD SPACING IS END TO CENTER OF PAD.
2. PADS OTHER THAN END PADS SPACING IS CENTER TO CENTER.
3. USE SAME MAXIMUM SPACING FOR INTERIOR SPACING.
EYES BOLT
BOLT & NU
WASHERS
TABLE 3).
SHED WITH SKID
ANCHORED TO CONCRETE
TIE -DOWN DETAILS
GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS
1. BUILDING ANCHORS SHALL BE "MOBILE HOME" TYPE HP-1 SINGLE HEUX EYE
AUGER ANCHOR BY HOME PRIDE OF BRISTOL, VA. OR EQUAL. AVERAGE
HOLDING STRENGTH IS NOT LESS THAN 4.900 LDS.
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.
C
TABLE 4A
30" AUGER ANCHOR SPACING - SINGLE WIDE
SHED WIDTH
LW
UPUFT (PLF)
END ANCHOR--
MAX. INTERIOR SPACING•••
13 -8'"
7.00
243 -
,0-0" TO S-cr
_'IO-L-v -
11'-6"
6.00
208
0'-D" TO S-T
10,-0"
10'-0"
5.00
174
S-0" TO 3,-T
10,-0"
8'-0"
4.00
138
0-0" TO S-0"
10'-0"
3.00
104
0-D" To S-T
10'-0"
TABLE B
30" AUGER ANCHOR SPACING - DOUBLE WIDE
SHED WIDTH
LW
UPUFT (PL.F)
END ANCHOR--
MAX. INTERIOR SPACING...
20'-0"
10.00
400
S-e TO S-4r
5'-0"
• LOAD WIDTH OF UPUFT 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 ARE CENTER -TO -CENTER.
3. THE MINIMUM NUMBER OF ANCHORS PER SHED IS (4). (1) ANCHOR PER EACH CORNER,
ADDITIONAL INTERIOR ANCHORS ARE REOUIRED IF SPACING IS MORE THAN 10'-0"
BETWEEN ANCHORS-
4. ANCHORS SHALT BE ON SIDE WAU5 EXCEPT WHEN THE SHED IS PLACED NEXF TO AN
oGSTNGWP01MPL INfWXIGA MPbgRRS CAN BE PLACED ON THE END WALLS AS CLOSE
r®® C0`41PLLANCE
ST. LVICIE COUNTY
BCCC 2(2d/Z&O
OTHERS THROUGH
JURISDICTION
THRU 2"x4- P.T. BDTT
(SEE TABLE 1 FOR
JAN 2 9 2020
ST. L.UGie County, Permitting
NOTCH OR COUNTERSINK BOLT
THRU 2"x4" BOTTOM PLATE
2"x4" BOTTOM PLATE NAM
TO 2"x6" P.T. BASE
MIN
SHED WITH 'NO FLOOR' OPTION
ANCHORED TO CONCRETE
OTHERS THROUGH
JURISDICTION
CODE VERSION
Tec 2017 M EVI1m. ASLY-T
MANUFACTURER
SUPnWR 9ED5
BU WO40 TYPE
RF591f1 u ! smwOE
CONSIRUCTON TYPE
V-e
PINE PRonecnoN
NONE
FIRE SUPPRESSION SYSTEM
ERNE
OCCUPANCY
S
AUDWABIE NUMBER OF STORIES
I
BASIC WIND SPEED
V.-za0mpn
FACTOR
ROOF LIVE LOAD
OP JWIp"
FLOOR DEAD LOAD
!7
EPSF
FLOOR NiE LOAD
90. >6PSF - IT3P3 OPT.
TR' RADNG OF WALLS, FLOOR, ROOF
NVA
MODULES PER BUILDWC
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= style:
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LLJ ALL
Q GENERAL NOTES
1. FOUNDATION PLANS ARE NOT PART OF THIS
PUN SET AND ARE GOVERNED BY LOCAL
JURISDICTION.
W 2. THIS BUILDING IS EXEMPT FROM THE FBC
J ENERGY CONSERVATION CODE PER SECTION
1015.
m 3. REFER TO TIE -DOWN DETAILS FOR PROPER
INSTALLATION REQUIREMENTS TO MEET CODE
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DESIGN PRESSURES
ROOF FRAMING PLAN
ROOF
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WALLS/DOORS NDO
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Side Wall Header Schedule (180C)
End Wall Header Schedule L___
Sae(tlj Max. Span
NJ(b} Fasteners w/o strap
each exdNc}
Building Width
Size
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lumber.
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c Laid Number ofjack studs required to supped each end.
d. laid flat
d. No Jack studs, but A6 studs laid Pat.
4'x4'wTx4'
8'.0 "
1
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b. NJ - Number of jack studs r¢ uirl su
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c. Window header forwindow openings that hate more than 50 % combined stud wall above
and below, otherwise use doorbeader schedule. '
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END WALLS WINDOWS &
& DOORS
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WIRING DIAGRAM 2es:aoa:"=`"Pointe Terrace
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