HomeMy WebLinkAboutSET UP & INSTALLATIONSETUP AND INSTALLATIG„I--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 SEf") 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
211x4" BOTTOM PLATE.
TABLE 1
ANCHORING TO CONCRETE
SHED WIDTH
UPLIFT (PLF)
ANCHOR SPACING
20'-0"
400
3'-6"
13'-8"
280
3'-6"
11'-8"
240
S-6"
10'-0"
200
3'-0"
8'-0"
160
S-6"
6'-0"
120
S-6"
TABLE 2
SKID RUNNER SPACING*
SHED WIDTH
X1
X2
X3
13'-8"
1'-ICT
1-104"
1'-108"
11'-8"
2'-8"
6'-4"
-
10'-0"
V-7"
6'-10"
-
8'-0"
0'-9"
6'-6"
-
W-0"
W-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.
SETUP AND INSTALLATION Or 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)4"x4"
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.
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
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
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
III
16"x16"
3950LBS
ABS PLASTIC PADS
IV
8"x8"x16"
1900LBS
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
* BASED ON 2000PSF SOIL BEARING CAPACITY (2000PSF IS TYPICAL)
NOTES
1. HOLLOW OR SOLID CONCRETE BLOCKS (B"x8"x16") 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. CW��
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, 11, III, OR IV
11'-8"
SW/DW
6.00/480
_0" TO-6"--6'-0
-2558C8-1,
lI, III, OR IV
2558LB
I, II, III, OR IV
10'-0"
SW/DW
5.00/400
0" TO 6"
6'-0"
2400LB
1, II, III, OR IV
2400LB
I, II, III, OR N
8'-0"
SW
4.00/320
0" TO 6"
6'-0"
2029LB
I, II, 111, OR IV
2133LB
I, II, III, OR TV
6'-0"
SW
3.00/240
0" TO 6"
6'-0"
1658LB
I, 11. 111, OR IV
1866LB
I, II, Ill, OR IV
" LUAU 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.
ST. LUCK' COUNTYBUILPIN WISION
REVIEWED FOR COMP E
RE4IEW D B
DATE
PLANS A\D PFMT_XUSffBE KEPT ON
OR NO ENSPECTZON-W]LL-BETE
THESE PLANS AND ALL PROPOSED WORK
.ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
/M�A,YeBE NECESSARY IN ORDER TO
COMPLY WITH W� APPWCAOW aQDES,
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.
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 S-T
10'-0"
1L1zf�-8--
-- 6.00==,
-. _ _208- '-
0'_0,".-TO-3'-0"=:.
4 -' ;- _1.0'-0�_.
Oq
10'-0"
5.00
174
0'-0" TO S-T
10'-0"
8'-0"
4.00
138
U-0" TO 3'-0"
-10,-0"
6'-0"
3.00
104
U-0" TO S-O!
10,-0"
TABLE B
30" AUGER ANCHOR SPACING - DOUBLE WIDE
B
SHED WIDTH
LW*
UPLIFT (PLF)
END ANCHOR**
MAX._INTERIOR-SPACING'**
--
20'-O"
10.00
400
U-0" TO S-0-
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.
2"x2" GALVANIZED WASHER
2"x2" GALVANIZED WASHER
WITH 1/2" NUT
1/2" THREADED ROD
_ �% ..r-�
WITH 1/2" NUT _ - i -
OPTIONAL FOR "HIGH SET"
NOTCH OR COUNTERSINK BOLT
`
1/2" THREADED ROD c 4 �^
OPTIONAL FOR "HIGH SETT Y ZY' a"
1`
EYES BOLTED TOGETHER WITH 1/2"x2"
BOLT &NUT WITH (2)2"x2" GALVANIZED
1/2" COUPLER
THRU 2"x4" BOTTOM PLATE
2"z4" BOTTOM PLATE NAILED
1/2" COUPLER � � � �,z^*:?
WASHERS 2.000LB SHEAR CAPACITY
( )
TO 2"x6" P.T. BASE
- r , =`•-
1/2"x12" FORGED EYEBOLT�'°1' D
_
is
-C4" MIN.
" �
1/2"x5' (400 LB.) CONCRETE
WEDGE ANCHOR INTO SLAB
THRU
U 2 x4" P.T. BOTTOM PLATE
4" MIN.
L ti
,�. .�,. x - __ �•
EYES BOLTED TOGETHER WRH 1/2•�y� r oax ..
SE NG
(SEE TABLE 1 FOR SPACING)
---------------
BOLT &NUT WITH (2)2"x2" GALVANIZED" TYPE- I II III OR,sN PAD WITH
., : ' 'BLOCKING=AS7REOUIRED (SEE TABLE 3).
WASHERS (2.00DLB SHEAR CAPACR]: r �
1/2"x3' (400 LB.)
SIMPSON A-24 CONCRETE SLAB BY OTHERS THROUGH
CONCRETE SLAB BY OTHERS THROUGH
y
CONCRETE WEDGE ANCHOR
CLIP
OR EQUAL LOCAL CODES AND JURISDICTION
LOCAL CODES AND JURISDICTION
30" EARTH AUGER. AN R` t r _
(SEE TABLE 1 FOR SPACING)
(SEE TABLE 4 FOR=SPACING)
SHED
WITH SKID
SHED
WITH 'NO FLOOR' OPTION
TO --PAD .OR -BLOCKING
ANCHORED
TO CONCRETE
ANCHORED TO CONCRETE
TIE
-DOWN
DETAILS
CODE INFORMATION
CODE VERSION
I FBC 2017 Bth E?tion, ASCE-7
MANUFACTURER
I SUPERIOR SHEDS
BUILDING TYPE
UFACTURED BUILDING
RESIDENRAL LAWN STORAGE
CONSTRUCTION TYPE
I v-B
FIRE PROTECTION
I NONE
FIRE SUPPRESSION SYSTEM
I NONE
OCCUPANCY '
I STORAGE
ALLOWABLE NUMBER OF STORIES
I 1
BASIC WIND SPEED
I Via-180mph
EXPOSURE
I c
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFFICIENT
+/- 0.18
IMPORTANCE FACTOR
I 1.15
ROOF DEAD LOAD
I iOPSF
ROOF LIVE LOAD I
20PSF OR 3001be
FLOOR DEAD LOAD
BPSF
FLOOR LIVE LOAD I
STD. 75PSF - 125PSF OpT-
"R" RATING OF WALLS, FLOOR, ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE I
NO
HURRICANE SHELTER USAGE I
No
SQUARE FOOTAGE I
LESS THAN 720 SO.FT.
Drawn By:
(n Mre
Q Dote:
LLJ 4/26/16
Scale:
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LJJ ALL
0 GENERAL NOTES
1. FOUNDATION PLANS ARE NOT PART OF THIS
PLAN SET AND ARE GOVERNED BY LOCAL
JURISDICTION.
LLJ 2. THIS BUILDING IS EXEMPT FROM THE- FBC
J ENERGY CONSERVATION CODE PER SECTION
1015.22.
m 3. REFER TO TIE -DOWN DETAILS FOR PROPER
INSTALLATION REQUIREMENTS TO MEET CODE.
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9
PSI APPROVAL 20101_1
D4 ALUMINUM ROOF SHEATHING
END WAf[ TRUSS
2x4 BLOCKING
2x4 SOLE PLATE
FLOOR FRAMING
X_1
•L""X4- TRUSS
® 24" O.C.
MAX.
-0"
PRESSURES
RooF +27.a/—Ba.7 ROOF FRAMING PLAN
LIKEN OR ALPINE 2'x6'
OR EQUAL
s12 2'xb' COLLAR
2.4 SOLE PLATE
FLOOR
--------- VANES 6'-0' TO 13'-8'
ELEVATION CROSS—SECTION
TyaIrAL ARCH FRAME
WITHOUT DOOR
ALPINE
Max. Span tJJ@} rtl•(e..h end){.}
Pis-2'X4"o'-0" 0 4 - 3' x 0.131' nB
2_2"x4"(c) 1 9-0^ 0{0} c- X . o na
` 9. Tabil
etetl Va ues aTe r o. T grade Spruce -Pine -Fir lumber.
ails
_ \ b. NJ -Number ofjack studs required to support each end.
,C. Laid flat
Sirde to eadQ` d No lack studs, but 2x6 studs laid let.
e4iidi SC
Size pan Uptp 49W;yy� hQO�i�` ed sw s e0 x,hove
e: W _ .now combin •sum
/ 7� �+ 1. SEE FASTENER SCHEDULE FOR HARDWARE REQUIREMENTS.
1 4 x4• br 0" than Ay r.-(— 2. SEE HEADER SCHEDULE FOR ADDITIONAL INF�R�pnoN.
4')(Q" i( N 3. YANDOW HEADERS HAVE COMBINED 5or. OR LORE WALL rRA�IINc ABM
0 Ta st•_eato the top plate and thus have the cornbined strength AND BELOW, OTHERWISE REFER TO DOOR HEADERS.
b. NaY1 etc •. o�span stated.
Ij
1 l
I
1 SHEAATTHIING
I I I I I I (2) 2x4' WTIH 1/2' PLYWOOD
1 I OR OSB FILLER OR (1)4 x4'
121x12' OR 16x4- BETWEEN
,WipA SRE01S. VENT ASP6 SECURED
12' MAX.
MANUFACTURERS INSTRUCTIONS
FiYDROVENTIDErAIL
SIDE WALL WINDOWS
OPTIOAAL & DOORS
SINGLE 2x4'
HEADER
END WALLS WINDOWS &
DOOR 6' WIDE OR LESS
2x4•
4x4'
4"x4„ W 2"X4"
I
G.F.I. �+
htertc�lca
-
OPTIONAL IFrTRI
I OUTLET
M-ALL
I RING SHALL BE 14 GAGE 3-WIRE MC CABLE.N 1 t
CODE REVIEW
E IN ALL METAL BOXES.
SOURCE
j L 1 L
Prof-i..I Sereire and tHr .0c
An Intcnek C-1pany
WIRING DIAGRAM
174833,d5treet
OPTIONAL
Orl4ndo, Florid. 32839
_
Plans Review: Victor c. Martin, PE
FL PE 982379, LA PE 042017
LSUCCC R1102436, TN PE M0939
WALL
n n n n n n a n _ -DOOR h WINDOW LOGnONS VARY
n lEND
1- DSEE HEADER
-�__ -NIX4 RUNNER.
N INSIDE
END WALL
2x4 STUDS O
24- O.C. MAX.
2x4 SOLE PLATE
2.4 SOLE PLATE
FLOOR FRAMING
ALL STUDS SECURED TO SOLE PLATE
AND FLOOR FRAMING WITH 0.039'
(,mEQUAL STRAP W/6 1°° N"LS STANDARD
OR EQUAL
c MEMBERS aRE CANTINUOUS
WALL DETAIL NOTE W'UN
L�
FLOOR SHEATHING: WITH DOOR &WINDOW
AMOK FROM
OPTIONS GONTIN OUS LOAD PA F AND SECURED T ENSURE A
-VARIES W-0' TO 13'-B'
- 3/4' PLYWOOD
- 3/4' P.T. PLYWOOD
NOT CONTINUOUS, SHEET METAL CLWAL(PS,MTEIE�SBES ARE
LIPS
SHALL BE FOR Nm OF CALVM(IZED STEEL OF NOT
END ELEVATION 4'x4' P.T. ATTACHED WTTH
- 3/4' TkG
LESS
THAFL 0,D40' NOMINAL THICKNESS
H24 OR EQUNALENT. SFE
WITH DDDR 'TABLE 2 FOR QUANTITY AND
n
- 3/4' P.T. T8rG
I 40' W MAIL_-
END ELEVATION
WITH GARAGE DOOR
(ONLY ON ENDWALL)
FLOOR JOIST, SEE SCHEDULE FOR SIZE
FLOOR FRAMING PLAN
T 2
P I
SHED WIDTH X1 X2 X3
2'-S' C-4' -
10'-0' V-7' C-10'
G'-6'
-
NAW6 AnE RtOY DIO W Jpsr TG CENTOtr W p) eW
Spps ONLT. 15-8' 1TpE SK W -W (4) sDs OF Sxxs
2x6 P.T. 24' O.C. TYP.
OPTIONAL 126PSF O 16' O.C.
TYP. WITH 3/4' T&r PLYBOARD
4'x4• P.T. ATTACHED WITH
H24 OR TABLE 2 FOR Q M1iT1YSAND
SPACING.
CODE VERSION
FBc 20t7 6m W=N x�.c-•'
2014 NEC
MANUFACTURER
SUPERIOR SHEDS
BUILDING TYPE
OF TURED BUILDI G
RESIDENML LA STORAGE
CONSTRUCTION TYPE
V-D
FIRE PROTECTION
NONE l
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
1
BASIC WIND SPEED
Vr-18Dmph
EXPOSURE
C
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFFICIENT
+/- 0.18
IMPORTANCE FACTOR
1.1E
ROOF DEAD LOAD
IOPSF
ROOF LIVE LOAD
3OPSF OR 30011, POINT LOAD
FLOOR DEAD LOAD
1OPSF
FLOOR LIVE. LOAD
STD. 75PSF - 126PSF OPT.
'R• RATING OF WALLS, FLOOR, ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
719 SOFT. OR -LESS
W
urOwn W.
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Dote:
Z
12/12/17
0
ScOle:
N/A
Z �
.del
W SS—B-180CR1
L~L1 1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE
2. THISBUILDINGIIS�D(EMPT FFROM TiE FBC ENERGY CONSERVATION
LLJ -J CODE PER SECTION 10,6T2
3. REFERTpp TE-DO DETAILS FOR PROPER INSTALLATION
Q ...UIREI,IENB 70 IAEET CODE
I— 4. ALL STUDS, RAFTERS, TRUSSEr, ETC. ARE 2X4 #2 SPF, EXCEPT
Cn O As Norm.
U 6, STRUCTURES OVER 400 So. FT. WILL HAVE AN 80' MINIMUM
DOOR.
LLI 6. CUTTERS TO BE INSTALLED ON -SITE BY OTHERS THRU LOCAL
Ll_I C) 7. ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS
COD
N� AS PER FLORIDA BUILDING CODE
EL
FIAT METAL STRAPS CAN BE BENT AROUND STRUCTURAL MEMBERS
OF WALL STUDS, TRUSSES, CHORDS, ETC. TD HELP SECURE THESE
MEMBERS; PROVIDED THAT THE ADDED BEND DOES NOT INTERFERE
ANY EXISTING BRAKE BENDS IN THE STRAP.
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