HomeMy WebLinkAboutConstruction Plansr�
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 CONCRETE
SHED WIDTH
UPLIFT (PLF)
ANCHOR SPACING
20'-0"
400
3'--6"
13'-8"
280
3'--6"
240
10'-0"
200
3
160
3�
6'-0"
120
3
TABLE 2
SKID RUNNER SPACING*
SHED WIDTH
X1
X2
X3
13'-8"
V-104"
1'-10)•
V-10}"
11'-8"
2'-8"
6'-4"
-
10'-0"
V-7"
6'-10"
-
8'-0"
0'-9"
V-6"
-
6'-0"
0'-10"
51"
-
•VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4'x4'
SKIDS ONLY. 13'-8" WIDE SHEDS HAVE (4) SETS OF SKIDS.
r
30- CHOR
.INSTALLED P R, MANUFACTURER'S
INSTRUCTIONS'.,
AT
MAxIMuM"OF56" ABOVE GRADE.
SETUP AND INSTALLATION OF DOUBLE WIDE SHED
1. BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE01� T
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 Ng,Tlik C
BUILDING IS LEVEL, BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING (S T-ABL-E 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 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"
1778LBS
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
II
4"x8"x16"
3500LBS
CO CREPE BLOCK QUALITY
CEMENT AND SAND MIX
III
16"0 6"
3950LBS
ABS PLASTIC PADS
IV
8"x8"x16"
1900LBS
CO CRETE BLOCK QUALITY
CEMENT AND SAND MIX
• BASED ON 2000PSF SOIL BEARING CAPACITY (2000PSF IS TYPICAL)
NOTES
1. HOLLOW OR SOLD CONCRETE BLOCKS (EINEINW) MAY BE STACKED
ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING.
2. ABS PADS REQUIRED ON 11'-8' AND 13'-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
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 fV
11'-8"
SW/DW
6.00/480
0" TO 6'
6'-0"
2558LB
I, II, III, OR IV
25581_8
I, II, III, OR IV
10'-0"
SW/DW
5.00/400
0" TO 6'
6'-0"
2400LB
I, II, III, OR fV
2400LB
I, II, III, OR N
8'-0"
SW
4.00/320
0" TO 6'
6'-O"
2029LB
I, II, III, OR IV
2133LB
I, II, III, OR IV
6'-0'
SW
3.00/240
0" TO 6'
6'-0"
1658L8
I, II, III, OR IV1866LB
I, II, III, OR N
• 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.
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
0'-0" TO N-W
10'-O"
11'-8"
6.00
208
O'-0" TO S-O"
10'-O"
1LP 04
0 `
i', 174
! 0'-0" TO 3'-0"
10'-0"
8'-0"L-
�4.00
138
O'-0" TO S-O"
10'-0"
6'-0"
3.00
104
0'-0" TO S-O"
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'-0" TO S-0"
1 5'-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 -CENTER.
3. THE MINIMUM NUMBER OF ANCHORS PER SHED IS (4). (1) ANCHOR PER EACH CORNER.
ADDITIONAL INTERIOR ANCHORS ARE 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 AS POSSIBLE.
b tb-
F_VIF
CODE COMi6l
ST. L UCIE CO
*Jj
2"x2' GALVANIZED WASHER %
2•x2" GALVANIZED WASHER
WITH 1/2' NUT
1/2' THREADED ROD
'HIGH
����
WTI►{ 1/2• NUT � Ia
OPTIONAL FOR SET'
NOTCH OR COUNTERSINK BOLT
1/2' THREADED ROD G „ '
OPTIONAL FOR 'HIGH SEi /<<
1/2' COUPL/!� %
EYES BOLTED TOGETHER WITH 1/2'x2'
BOLT k NITr WITH (2)2'x2' GALVANIZED
WASHERS (2.000LB SHEAR CAPACITY)
11 COUPLER
-
1/2'x5" 400 LB. CONCRETE
THRU 2°x4' BOTTOM PLATE
Z: 2'x4' BOTTOM PLATE NAILED
TO 2'x6' P.T. BASE
1/2'x12' FORGED EYEBOLT 9 Li-' '�"`
C� e f° L • e a , y
�b r ''
n'
; . ' • .
-MIN.
o •
WEDGE ANCHOR INTO SLAB
THRU 2"x4' P.T. BOTTOM PLATE
(SEE TABLE 1 FOR SPACING)
MIN.
-----=- - o
EYES BOLTED TOGETHER WITH %�2"x2"
BOLT k NUT WITH (2)2'x2 GALVANIZED F� TYPE`INb,5A, OR I PAD WTIH
WASHERS (WITH (B SHEAR CABACfTY)" BLOCKINGrAS REQUIRED (SEE TABLE 3).
1/2'x3' (400 LB.)
SIMPSON A-74 CONCRETE SLAB BY OTHERS THROUGH
CONCRkS11 OTHERS THROUGH
C,.r
30' EARTH AUGER ANCHOR r- '
CONCRETE WEDGE ANCHOR
(SEE TABLE 1 FOR SPACING)
CLIP OR EQUAL LOCAL CODES AND JURISDICTION
LO D JURISDICTION
(SEE TABLE 4 FOR SPACING)
OSH' ED�WITiHSrKID
ANCHORED
SHED
WITH SKID
TO CONCRETE
SHED
ANCHORED
WITH 'NO FLOOR" OPTION
TO CONCRETE
P"i4D�.A0R-_BLOCKING
TIE -DOWN
DETAILS
CODE VERSION
FBC 2017 5N EcI lon. A9CE-7
MANUFACTURER
SUPERIOR SHEDS
BUILDING TYPE
R6mF U ILDING
STORAGE
CONSTRUCTION TYPE
V-e
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
I 1 ::�i
BASIC WIND SPEED
I v IBOm"h
ENCLOSURE
ENS, rm,.
INTERNAL. PRESSURE COEFFICIENT
+/- (L15
IMPORTANCE FACTOR
1.15
ROOF DEAD LOAD
1OPSF
ROOF LIVE LOAD
2OPSF OR MOM.
FLOOR DEAD LOAD
8PSF
FLOOR LIVE LOAD
STD. 76PSF - 125PSF OPT.
•R' RATING OF WALLS, FLOOR, ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE No
SQUARE FOOTAGE I LESS THAN 720 SOFT.
REVISIONS
REV I DESCRIPTON I DATE I BY
1 2017 MG 11/12/17 MTe
2 1 GROUND ANCHOR 6' A .G MAX, ANCHOR Ex V=N 5/26/1e MITI
(/)
0
LLJ
U)
LLI
0
W_ J
m
R0
TLY
Z
LLJ
ALL
GENERAL NOTES
I. FOUNDATION PLANS ARE NOT PART OF THIS
PLAN SET AND ARE GOVERNED BY LOCAL
JURISDICTION.
2. THIS BUILDING IS EXEMPT FROM THE FBC
ENERGY CONSERVATION CODE PER SECTION
1015.22.
3. REFER TO TIE -DOWN DETAILS FOR PROPER
INSTALLATION REQUIREMENTS TO MEET CODE.
2/5/20
Cam= attheW T. Bdllawin P!E
�i,eFlonda Lice�ss �64608
Sheet: AD- gI OF
2018-12-20 TOP LINE ENGINEERING APPROVAL PLAN #SS-B-180-C Side Wall Header Schedule (180C) End Wall Header Schedule (180C).._>
Fasteners w/o strap r x,
Building Width Size{d) Max. Span NJ(b) (each endxct u�
D4 ALUMINUM ROOF SHEATHING Fasteners w/ strap -
Size Up to 14' Wide 1-7'x4" 6-0' 0 4- 3' x 0.131' nails --..-- _.... ......... ... ...__.
(each end) 3t' - ,—11-11-11, ,..�.. _ I
0 -0 MAX-
I
Ir)
0
I x
RUNNERS
0
I
w
END W
TRUSS
2"x4" TRUSS
@24" O.C.
DESIGN PRESSURES
ROOF FRAMING PLAN
ROOF
+27.8 -94.7
ILLS/DOORS/ INDOWS
+32.6 -29.2
Max. Span NJ{b} 2-Zk4 (c) 9' D D{d} 6-3 x 0.1 naps
1-0"X4" 6'-0" D 3 - 3° x 0.131 °nails a. Tabulatetl values an: for No. 2 grade Spruce -Pine -Fir lumber.
b. NJ - Numberofjack studs required to support each end.
4"x4° w2"x4" 8'-0" c. 1 6 - 3' x 0.134' nails Laid flat �— A�
a. Tabulated values are for No. 2 grade Spruce -Pine -Fir lumber. ) ,
d. No Jack studs, but 2x6 studs laid flat. 21"
b. NJ -Number ofjack studs required to support each end. c. Window header for window openings that hake more than 50% combined stud wall abovey
sa
and below, otherwise use door header schedule. -NOTES
1. SEE FASTENER SCHEDULE FOR HARDWARE IREMFMS,
d. See header details for aftemate layouts, i.e. 2-2"x4" or 4"x4" P.T. a SEE saHmuLEFDR� ADOMg, ar fAnat,
3. HEADERS FIVE COUB)NED 0W OR aE WALL FRAMING ABOVE
e. The header can be attached to the top plate and thus have the combined strength �, GTE1W Z REFER 10 DOM HEADERS. CODE INFORMATION
equivalent and use the maximum span stated. CODE VERSION FBC2of201177 61H �" ASCE-7
MANUFACTURER SUPERIOR SHEDS
WALL MUDS BUILDING TYPE MANUFACTURED BUILDING
RESIDENTIAL LASTORM•E
" CONSTRUCTION TYPE V-B
'I 'i SHETTING HEADER FIRE PROTECTION NONE
�' I '' FIRE SUPPRESSION SYSTEM NONE
j ' i' (2) 2•x4• WOH 1/2• PLYWOOD
- OR OSS RU.ER OR (1)4•.4• 2'IW OCCUPANCY STORAGE
I
12'x1T OR 16'x4• BE1*UN 4'x4' ALLOWABLE NUMBER OF STORIES 1
'� wALL �ixac �PEa �� 12` MAX
MANUFACTURERS aSmucnoNs Basic WIND SPEED Var,eornph
HYDROVENT DETAIL SIDE WALL WINDOWS END WALLS WINDOWS & EXPOSURE c
(OPTIONAL & DOORS DOOR 6' WIDE OR LESS 4"x4" �/2"x4" ENCLOSURE ENCLOSED
INTERNAL PRESSURE cOEFFlCIENr +/- O.,B
IMPORTANCE FACTOR 1.16
ROOF DEAD LOAD 1OPSF
OTES
OUTLET N-OPTIONAL ELECTRIC ROOF LIVE LOAD 3OPSF OR 300Ib POINT LOAD
Tor 11NE Evrav>:rm�a cu FLOOR DEAD LOAD 1OPSF
-ALL WIRING SHALL BE 14 GAGE 3-WIRE MC CABLE. ixfi3OaALtT'trw
N t F -ENCASE IN ALL METAL BOXES. William E. Neary, III FLOOR LIVE LOAD SID. 76PW - 125PSF OPT.
SOURCE - SFAP-5S1,41-79, ICC 5:E5040 W RATING OF WALLS, FLOOR, ROOF N/A
L LL WIRING DIAGRAM 10649 Oakvierr Pointe Terrace
(OPTIONAL) Gotha, Florida 34734 MODULES PER BUILDING 1
HURRICANE PROTECTION USAGE NO
HURRICANE SHELTER USAGE
NO
2W
- END WALL
DOOR & WaDOW LocAnoNs VAFO'
SQUARE FOOTAGE
719 so -Fr.
. OR LE
OR �R�NE
a
REVISIONS
r:< DouAR
OR OR AURNE z•
,.
E�tD DETAIL,
REV
DESCRIPTON
DATE
BY
QUAL
I 4a I
� i � / i D4 Aw)INUM WALL
�
/ � / � � sHFAn9Nc OPTIONS
Ira• MAx
I,IA1L
zx4
�. OG
SEE HEADER
DETAIL
g
/ /
1z4 RUNNER
ONINSmE
LLI
DmYNn By. MTB
2:4
/
ENDEMA.L.
J
Dote:
12/12/17
/
WAL
O
SCOIG
N A
2x4 STUDS O
SOLE PWE
Cn
u = MAIL
r=111D
R FRAMNG
g Cn
SS-B-180C
2z4 SOLL: PIATE
L4 SOLE PLATE
1. FO WON ARE NDT PART OF THIS PLAN SET AND ATE
FLOOR FRAMING
LLI
STUDS SECURED TO EDIF PLATE
LLJ J
2. 7H LANGLgCADLM NPr FROM THE FBC ENERGY CONSTAVATION
CODE PER sEan 1D16.Z2
AND FLOOR FRAMING WDH O.W9'
a_
3. REFER TO ,E- DETALS FOR PROPER INSTALLATION
LJ LJ
x
LJ
x
LJ
(1mm)x12 STRAP W/B-10A NAILS STANDARD WALL DETAIL
OR EQUAL
NOTE WALL FRAMu+G MEifBETss ARE GarmN"D s FROM
FTXINWRON SILL ro ROOF AND s�aLL� Tp ENAIFE A
¢
REaD'REaNE+ts To CODE
4. ALL STOW, RAFTERS, TRUSSES. ETC. ARE 2x4 #2 SPK EXCEPT
uNs 6 O ro is e'
AaFs
FLOOR SHFATHa� WITH DOOR & WINDOW OPTIONS
CON INUOW LOAD PATH WHETaE WALL NEx1eER5 ARE
O
As NmFJI.
6'-o ro t3�•
_ 3/4• PLVWOOD
Nor CONTINUOUS, SHEET META- PS, TI S, OR CLIPS
SHALL BE FORMED OF G&VAN® STEEL OF Nor LESS
U
B. STRUCTURES OVER 400 SG Fr. WILL HAVE AN BO• MINIMUM
ELEVATION CROSS—SECTION
END ELEVATION
4514• ATTALEW. WITH
- 3/4' P.T. PLYWOOD
- 3/4' T&0
THAN 0.040• NoMNAL,IDawES4
LLl
DOOR
6. GUTTERS TO BE INSrALLED ON -SITE BY OTHERS THRU LOCAL
TYPICAL ARCH FRAME
WITH DOOR
R E
FIz4 OR EOUNQUANT SEE
TAaLE 2 FOR NxLANRIr AND
SPICNc.
- 3/4• P.T. T&G
LLj IZ
7. 9 00ND0*S AND Doan 1. MEET THE MINIMUM SPECmb1TIONS
�' MAx
Cn O
a MPER FLORIDATNABULDDIINNGIg ODE. AROUND STRUCTURAL MEMBERS
4F )TVA L &TLros. TRUSSES, awr+os, ETC._ To -HELP SECURE THESE
g2.12X
w2x4 LAnFw
"
----
----
--
---
----
--
---
-_--
__--
---
__--
__--
--
---
SHED 41mH
TABLE
x1
2
SPACING -
xx
xS
-7rr
a-
YRVYISTII i I THE N]oF1J BEAD WFS RDt INIFRFtw
*ANY
TTH1 I A fO! G BRAKE: BQ W 1! TINE STRAP.
EXISTING
`�P� :' ••�10ENSE••••'C%�i�
's
v��
6a-G�
o-
_
VK ES AM FKM 00 Or JmT TO GOEM Or LT) AW
905
•� i 9 w O19 1S-e• om 9E>a DUc (4) 4 OrLLJ
=
2x4 Tam
I
P
2d TnOa4Nc
4 ;
Q
g 2•x1r TAD FLAT'
=
=
I 2x6 P.T. 24' TP.
OPTIONAL
OONAL 126PW PSF O 16. O.C.
.c
- �. STATE .: �
TM WTm 3/4' T&G PLYIEGUM
I
/ \
/ 0'•. OF
•'• F
2,4 SOLE RATE
f]",
4•x4' P.T. ATTACHED *M
aEaDNAEM. SEE
-i �` L 0 RION
'
FLOOR FRAMNc
9. UAX_E
ULLL
7H7A
I TA13LE 2 FOR QUANTITY AND
O
•. •�` ; ``��
' /0
C�
N A.�
OJT LJ LxJ LxJ
'
I
Matthew T. Baldwin P.E.
Florida License #64608
-VARIES6•-0• TO 15-6 AAES 6•-G' ro ,S-e'
--
-- ---- ---- ---- ---- ---- ---- --- ---- ---- ---- -- ---- ---- ---
j� --- ---- ---- - --- ---- — __-- __-- __-- — __-- __--
�
END ELEVATION END ELEVATION
Z
Sheet SSB-1 OF 1
WITHOUT DOOR WITH GARAGE DOOR
BOOR 'OIST, SFE 5Q1EDULE FOR SUE
F
(ONLY ON ENAALL)
FLOOR FRAMING PLAN
m