HomeMy WebLinkAboutConstruction Plans'' f
SETUP 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
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 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
S-6'
13'-8"
280
31$
11'-8"
240
S_r
10'-O"
200
S-6'
8'-0'
160
3'{•
6'-Q"
120
TABLE 2
SKID RUNNER SPACING*
SHED WIDTH
X1
X2
X3
13,-B"
1'-10)"
V-101'
1,-Io)"
11'-8"
2'-8•
'6'-4•
-
10'-0"
V-7"
6-10'
-
W-0"
O'-9'
6'-6•
-
6'-0"
0'-10"
51'
-
-VALUES ME FROM END OF JOIST TO CENTERS OF (2) 4.4-
SKIDS ONLY. 13'-B' 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 DOUB 3l E�Hcle PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP. H
2. BLOCKS ARE THEN PLACED AT THE END, CENTER, AND OTHER END TO LEVEL ONCE
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 4B).
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"
1778LB5
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
II
4"x8'x16'
350OL13S
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
III
16'06"
3950LBS
ABS PLASTIC PADS
IV
8'x8'x16,
1900LBS
CONCRETE
CEMENT
BLOCK QUALITY
AND SAND MIX
• BASED ON 20 MF SOIL REARING CAPACITY (2000PSF IS TYPICAL)
NOTES
1. HOLLOW OR SOLD CONCRETE BLOCKS (8-x8-xl6-) MAY BE STACKED
ON PADS FOR HIGH SETS UP TO 48' WITHOUT REINFORCING.
2 ASS PADS REQUIRED ON 11'-8' 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 IC
6.-0.
1936LB
I, 11, III, OR N
1879LB
I, It, III, OR N
11'-8"
SW/DW
6.00/480
0' TO 6'
6'-0'
2558LB
I, II, III, OR N
2558LB
I, II, Ill, OR N
10,-0"
SW/DW
5.00/400
0' TO G
6'-0"
2400LB
I, II, III, OR IV
2400LB
I, II, Ill, OR N
8'-0"
Sw
4.00/320
0• TO E'
6'-0'
2029LB
I, II. III, OR N
2133LB
I, II, III, OR N
6'-0'
Sw
3.00/240
1 0• TO 6'
6'-0'
1658LB
I, U. III, OR IV
1865LB
I, 11, III, OR IV
• LOAD WIDTH OF UPUFT ON RUNNER
NOTES
1. PAD SPACING IS ENO TO CENTER OF PAD.
2. PADS OTHER THAN END PADS SPACING IS 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 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.
TABLE 4A
30" AUGER ANCHOR SPACING - SINGLE WIDE
SHED WIDTH
LW
UPLIFT (PLF)
END ANCHOR--
MAX. INTERIOR SPACING•••
13'-8"
7.00 _
243
d-or TO 3-0"
10'-0^
9.00 '
s 174
0'-0' TO 3'-0'
10'-0'
8'-0"
4.00
138
d-T TO S-O*
10'-O'
3.00
104
d-e TO S-T
10'-0'
TABLE 8
30" AUGER ANCHOR SPACING - DOUBLE WIDE
SHED WIDTH
LW
UPUFT (PLF)
END ANCHOR--
MAX. INTERIOR SPACING••
20'-0'
10.00
400
U-T TO S-OP
W-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 ARE CENTER -TO -ENTER.
3, THE MINIMUM NUMBER OF ANCHORS PER SHED 15 (4). (1) ANCHOR PER EACH CORNER.
ADDITIONAL INTERIOR ANCHORS ARE REQUIRED IF SPACING IS MORE THAN 10'-0'
V/li7lia)'4TAIWA
15 PLACID NEXT TO AN
THE END WALLS AS CLOSE
V
RE
VIEWED FOR
CO®
COMPLIANCE
2•x2' QALYANIZED WASHER
-"*a' GALVANIZED WASHER '•-. �
wRH 1/Y NUT
1/2' THREADED ROD
'HIGH
Sl'.
'0®9 OwE'f�/OPTIONAL
`/
COUNTY
WITH 1/7" NUf -
-� "'
FOR SW
�CIE�,Y i d 1 7
LT
BOROMSPLATE
1/2• THREADED ROD"'
OPTIONAL FOR IiIGH ✓
EYES BOLTED TOGETHER WITH 1/2'x2'
BOLT & NUT WITH (2)2'x2' GALVANIZED
1/2• COUPLER
®CCz(�I
THTRUCO20'x4
2•x4• BOTTOM PLATE NAILED
1/2- CUP '� •:
e` T4
1/2'x12' FORGED EYEBOLTq� ��
FEW
WASHERS (2DCOLB SHEAR CAPACITY)
_
)` �4' MIN.
'
1/2'x5' (400 LB) CONCRETE
WEDGE ANCHOR INTO STAB
TO 2'x6' P.T. BASE
(X+Z T
•
a ': ;.. •
THRU 2'xA• P.T. BOTTOM PING)
I' .
' ,..
EYES BOLTED TOGETHER WITH 1/2'x2' l� TYPE I, U. 111, OR IV PM WITH
BOLT & NUT WITH (2)2'x2• GALVANIZEDy BLQCgN AS REQUIRED (SEE TABLE 3).
1/2'x3' (400 W.)
SIMPSON A-24 CONCRETE SLAB BY
OTHERS THROUGH
(SEE TABLE 7 FOR SPACING)
CONCRETE SLAB SY OITIBRS THROUGH
WASHERS (2,0000 SHEAR CAPACITY) i••
30' EARTH AUGER ANCHOR i^
CONCRETE WEDGE ANCHOR
(SEE TABLE 1 FOR SPACING)
CUP OR EQUAL LOCAL CODES AND
JURISDICTION
LOCAL CODES AND JURISDICTION
(SEE TABLE 4 FOR SPACING) f .-
WITH SKIDNG
SHED WITH SKID
SHED
WITH 'NO FLOOR' OPTION
0.fPAD
TO 3'P.ADiOR�EBL`OCKING
ANCHORED TO CONCRETE
ANCHORED
TO CONCRETE
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OF SIDRITS
INTERNAL PRESSURE COEFFICIENT
•/- eie
IMPORTANCE FACTOR
4.15
ROOF DEAD LOAD
ImsF
ROOF LNE LOAD
PLP3 OR 3IXPCs
FLOOR DEAD LOAD
eTs
FLOOR LIVE LOAD
SIO. ]6PSF - U2 F w..
'R' RATING OF WALLS. FLOOR, ROOF
N/A
MODULES PER BUILDING
I
HURRICANE PROTECTION UWE
NO
HURRICANE SHELTER USAGE
NO
SQUARE IDOT/GE
DS THAN T20 SOFT.
REVISIONS
REV
DESCRIPTON
1 DATE
BY
1
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0 GENERAL NOTES
1. FOUNDATION PLANS ARE NOT PART OF THIS
PLAN SET AND ARE GOVERNED BY LOCAL
JURISDICTION.
Ld 2 THIS BUILDING IS ExEMPT FROM THE FBC
J ENERGY CONSERVATION CODE PER SECnON
1016m.
m 3,
REFER TO TIE
DETAILS FOR
NSTALIAATIONREQUIRPROPER REQUIREMENTS TO MEET CODE
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RUNNERS
END W
TRUSS
2'x4" TRUSS
O 24' O.C.
MAX.
RIBGE
71
DESIGN PRESSURES
ROOF FRAMING PLAN
ROOF
+27.8 -94.7
ALLS DOORS DO
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Ar r
END FI EVATION
WITH GARAGE DOOR
(ONLY as vftAUJ
Side Wall Header Schedule (180C) CHU xra NN nUdUUI
BUildlOg Width SIU[d) Max. Span Nb
SizeUp to 14' Wide Fasteners w/ strap 1-2"x4• fr ' D
• _ F--- �rwI (each end) 2.Tx4•rd I Yd I Me)
-3•%0.131'nails Ib.W- Numberoflack studs required to support each end.
c. Lard flat
NJ- Number oflack studs required to support each end.
Window header for Wndow openings that have mare than 50% combined stud wall above
d below, otherwise use door header schedule. aAffi
1. a rA51FNm saraxE Fa. IKgi'AIE IR1Ipn5
See header details for attemate layouts, i.e. 2-2'x4" or 4'x4• P.T. 2. sE so�K rrpqqI ALxrnaal
a. Iluaoa P*e; a1me T Dox a. "L mWHc ]mY
The header can h attached to the top plate and thus hale the combined strength a N. onrnAlg rerrn m ma. N
uivelent and use the maximum span stated.
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END WALLS WINDOWS &
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OPTIC A
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OUTLET -ALL WIRING SHALL BE 74 GAGE 3-WARE MC GBIE.
SOURCE
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WANUFAMIZER
SUPERIOR 5 elHaa
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VjAIJM seam
CONSTRUCTION TYPE - - --Y-e-�---
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FIRE SUPPRESSION SYSTEM
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OCCUPANCY
SIORIEE
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E(POSURE
FNCIDSIIRE
d¢O5m
INRRNAL PRESSURE rAEFHOENT
111PORTANOE FACTOR
1.1a
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FLOOR DEAD LOAD
FLOOR UME WAD
9• MTING or WALLS. FLOOR.
Nomfl E5 PER WMNO
HURWCWE PROTECTION USAGE
HURRICANE SHELTER USAGE
SQUARE FOOTAGE
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IBACK REQ.
CERTIFIED TO:
DESCRIPTION:
First Community°Service Corp.
DEING LOT 12 r BLACK 134AI IN 9IIE
First American Title of St. Lucie County
SUBDIVISION OF Lakewood Park Unit 10 '
Robert & Karen C. Killion
AS RECORDED IN PLAT BOOK 11 ; ON PAGE 29A_291>
OF 971E PUDLIC RECORDS OF St. Lucie
COUNTY, FLpRIDA.
SURVEYOR'S N&FESN
L
I, Lands shown hereon were not'abstracted
for rights of way and/or easements of
record.
2, Legal description was supplied by client.
3. Flood Zone B Panel # 120285 0070A
nn "T"11W 1( oe. ORE is .wn ...n rmul M M"RM M/M ..Mms
Or 1E1ED wnrn nerun n irml n.n NK.Rn. n m,TSDum n
L4sLLIH Is WIM, R MnrOs rn Rs Or Mni ns sR ants rypOsl IRnslw ;
M EW LIRTEs ". On W IMM nr In," ,rrinER, MALI Of I PIM.
YI MU IMM FEE Lln n10 inrinnIM, Llnn 0899MV n n INME1, .
I HEREBY CERTIFY THAT TIE ATTACHED SRE7Cit QF AuRnY OF
MICHAEL P.. MCLAUGFLIN':
TIE HEREON DESCRIDED PROPERTY IS TTUE.,ANO .^OnRECf'1u TIE
BEST' OF NY RNOwT.EDGE AND BELIEF PS $RAYED IMDER MY
�ITT17�fL+V
t] LPL �T LAND
PROFESSIONAL J AND SUR L,aOX
DIRECTION. I FURTHER CERTIFY 71iAT TITS SITRky WE TIE
NINIMM TEMNICAL STAHWJW FOR LAND SURVEYX= IN TIE
STATE OF FIDRIDA (CIIAPIER 2111I-45''F.A.C. •) imllstma 70
314 St. James Boulevard
SECTION 472.027, FIARID!I MUMS- SIIBIF7 TO THE
,
WjkLIFICATIONS NOTFD.IIENEOR
Ft. Pierce, FL., 34982 .
NIO'vIEL'c�r 14CT11OMILIN,
'
PROFESSIO NiL INID-SIa MMOR
465 0250
nA)nIDA REItISIRA'TIO" NO: 2460
DATE: // /: ,��
SCALE:r-. -
DWN. BY: l :;;'/19,...
JOB No. j7 Fq
File Copy