HomeMy WebLinkAboutPLANSPSI APPROVAL 201 1-18
D4 ALUMINUM ROOF SHEATHING — -
- - -0" MAX.
iq
0
H
0
- .1 x
- RUNNERS.--
— - -
- -
- --
-
- -
- -
I
w
END WA.
TRUSS
'
2"x4" TRUSS
0 24" O.C.
MAX.
WALLS/DOORS/WINDOWS
DESIGN PRESSURES
ROOF FRAMING PLAN
ROOF
+27.8/-94.7
+32.5/-29.2
u�
ELEVATION CROSS—SECTION
TYPICAL ARCH FRAME
2.40
2.4 SOL
FLOOR
END ELEVATION
WITH GARAGE DOOR
(ONu' ON ENOWAUL)
rrH
SM
AND
Side Wall Header Schedule (180C)
Building Width
Fsteners w/ strap_
Ma
Up -to 1 V_Wide —
{each end}
Max. Span
NJ{b}
14"x4"
6 0"
0
3 - 3" x 0.131" nails
4Ww2"x4"
60°
1
6-3"x0.131°nails
a. Tabulated values are ror No. 2 grade Spruce -Pine -Fir lumber.
b. NJ - Number orjack studs required to support each end
c. Window header for window openings that have more than 50°,6 combined stud wall above
and below, otherwise use door header schedule.
d. See header details Tor emate layouts, i.e. 225r4" or4'x4" P.T.
e. The header can be attached to the top plate and thus have the combined strength
equivalent and use the maximum span stated.
WALL
_-'End
Wall. Header Schedule 180C
S¢e{d}
Max. Span
NJ@}
Fasteners w/o strap
(each end)(c}
- 1-7%4"
--6'-0°-- --
0
4-3-x0.131-nets
2-21S(4"(c)
1 9-0"
t5 - x U.131 nals
a. ab... ted values are Jor No. 2 grade pnrc In Irium er.
b. NJ- Number of jack studs required to support each and.
c. Laid flat
d. No Jack studs, but 2x6 studs laid flat.
-NarEs
1. SEE FASTENER SCHEDULE FOR HARDWARE REQUIREMENTS
2. SEE LEADER SCHEDULE FOR ADDITIONAL INFD"MN.
3. WINDOW HEADERS HAVE COMeNED 5W OR YORE WALL FRAMrNG ABOVE
AND BELOW. OTHERWISE REFER To DOOR HEADERS
SINGLE rs4'
HEADER
1211r OR 16 i4' `TS SECURED
WALL STUDS Vera S SFAIRFD
TO SHa1RDNG AS PER
MANOFAcnAREEs 9aTnuLTTONs
HYDROVENT DETAIL
OPTIONAL
i �(2) 2W" Mr PLYWOOD
OR OSB nLLER OR (1)4-W
X12' MAX.
SIDE WALL WINDOWS
& DOORS
G.F.I. �+ NOTES -OPTIONAL ELECTRIC
OUTLET
-ALL WIRING SHALL BE 14 GAGE 3-WIRE MC CABLE
SOURCE
N IF -ENCASE IN ALL METAL BOXES.
L
WIRING DIAGRAM ;
OPTIONAL
WALL �jtl Ijjl I❑f-oljojlDR A1:
I I I I I I I I I I I I 41 � I I I I _ sdt uce
M UMAUHLN
SUPERIOR SHEDS
BUILDING TYPE
VUF U:fURED BLNLDI tG
RmDEFLTlA1 u L slnwlcE
CONSTRUCTION TYPE
V-B
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM -
NONE
OCCUPANCY
=PAGE
ALLOWABLE NUMBER OF STORIES
1
BASIC WIND SPEED
V 18Gmph
EXPOSURE
C
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFFICIENT
+/- 018
yJJ�ya, +k�
Frc;� «•ictSria?a:�^. w A:c
s:�s i?:�3trrr.
32833
Plara Re iM VTctor C. Martiq PE
FL PE"2379, LA PE 9=27
LSUCCCAU02436,)rNPE612O939
IMPORTANCE FACTOR
1.16
ROOF DEAD LOAD
IOPSF
ROOF LIVE LOAD
30PSF OR 3001b POINT LOAD
FLOOR DEAD LOAD
IOPSF
FLOOR LIVE LOAD
STD. 75PSF - 125PSF OFT.
"R" RATING OF WALLS, FLOG R ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE 1719
SQST OR LESS
REVISIONS
134 ALUMINUM WALL
SHEATHING OPTIONS
' END WALL
2.4 STUDS o 2x4 SOLE PLATE
24. O.C. MAX FLOOR FRAMING
-ALL STUDS O SOLE PLATE
AND FLOOR FRAMING TWmI Com"
(1mm):tr STRAP W/6-10d NAILS STANDARD WALL DETAIL '�fe WALL LNG "BERS ARE camNuous FROM
OR EQUAL FOUNDATION SILL TD ROOF AND SE ENSURE A
FLOOR SHEATHING: WITH DOOR & WINDOW OPTIONS cONnNUOUS LOAD PATH. � 7YHERE WIIALL E is ARE
3/4" PLYWOOD NOT CONTINUOUS. SHEET AL TIES OR CUPS
3/4" P.T PLYW000 SHALL BE FORMED OF GALVAN�D STEER. OF NOT LESS
- 3/4• P.T.G THAN 0.040" NOMMAL 7HICIdLESS
- 3/4" PTALG
-o' MAIL
F
S.... i ......
UI
JAI—IIIIII—II,
Illlllr�,,
�IIIII.
=MMI'm
Illl_
Iliuio
I�
r r•�����r_�r_�r_���
IjIj
�rwYrf JY�T, >rs SR�DULG FOR SE
FLOOR FRAMING PLAN
TABLE 2
SLID WIDTH
xt
X2
x1
11'-8•
Y-6'
Cam'
-
6'-0;
s® maL 1S-�'k0e sTr,c Wx f9 aIs Q a�
—2 6 P.T. 24. = TTP.
OPTIONAL 128PSF O 16' O.C.
TYP. WTIH 3/4" T&G PLYBOARD
4.4' P.T. ATTACHED WITH
T H24 OR EQUIVALENT SEE
/ SACIF1G. FOR OLUNIIY NO
w .r,,,1R T.
Z MTB
J Dotc
Z 12/12/17
0 SOOIW
H N/A -
Z (n odel -
SS-B-180CR1
FES
LW L FDUNa471ON PLANS ARE Nor PARr OF THIS PLAN SET AND ARE
a- GOVERNED BY LOCAL dURISDIcIION.
2. THIS BUILDING zVpr FROM THE FBC ENERGY CONSERVATION
W J is D CODE PER SECTION 1016.=
a 3. U1T16 OTtL CE
FOR PROPER INSTALLATION
Q 4• AIL STARK. RAFTS TRUSSES, ETC ARE 2x4 12 sPF. EXCEPT
O AS NorED.
U 5. SMCTURES OVER 400 50. Fr. WILL HAVE AN BT MNUUM
DOOR
WS C UTTERS TO BE INsTAI! m ON-srTE Br OTHERS THRU LOCH
vO 7. ALL W NDOWS AND DOORS TO MELT TFE MINIMUM spa:wic TIONs
LL AS PEA FLOWN BUILDING CODE
8. FIAT METAL STRAPS CAN BE SM AROUND smu=RAL MEMBERS
OF ALL STUDS TRUSSES, CHORDS, ETC. TO HELP SECURE THESE
tl B - PROVIDED THAT 7HE ADDED BEND DOES NOT KIFAFERE
ANY EXISTING BRArCESENDS IN THE STRAP-
`
..\_\CENSE-
•� . 0���
LL ]
-)3 �. STATE ; �4, Z
i 0 % OF P
0R10
�i �"•, F�
(� MottheW T. BQIdWin P.E.
z Florida License #64608
m Sheet SSB-1 OF 1
51
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.___ _
5. -IF THE_UNIT HAS-A-FL-OOR,-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
S-6"
13'-8"
280
S-6"
11'-8"
240
S-6"
10'-0"
200
S-4'
8'-0"
160
S-6"
6' 0"
120
S-6"
TABLE 2
SKID RUNNER SPACING*
SHED WIDTH
X1
X2
X3
13'-8"
1'-104"
1'-104"
V-10}"
i l'-8"
2'-8"
6'-4"
-
10'-0"
V-7"
6'-10"
-
8'-0"
0'-9"
6'-6"
-
W-0"
0'-10"
t 51"
-
*VALUES ARE 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)4"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 RRACING-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
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 (8"x8"x16") MAY BE STACKED
ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING.
2. ABS PADS REQUIRED ON 11'-8" AND 13'-B" 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 IV
11'-8"
SW/DW
6.00/480
0" TO 5"
6'-0"
2558LB
I, II, III, OR IV
2558LB
I, II, III, OR IV
10'-0"
SW/DW
5.00/400
0" TO 6"
6'-0"
2400LB
I, II, III, OR IV
2400LB
I, II, III, OR IV
8'-0"
SW
4.00/320
0" TO 6"
6'-0"
2029L6
I, II, III, OR IV
21331-13
I, II, III, OR IV
6'-0"
SW
3.00/240
0" TO 6"
6'-0"
1658LB
I, II, III, OR IV
1866LB
I, II, III, OR IV
• LOAD WIDTH OF UPLIFT ON RUNNER
NOTES
I. 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 S-T
10'-0"
6.00
208
0'-T TO 3'-0"
10'-0"
10'-0"
5.00
174
0'-0" TO 3'-O"
10'-0"
8'-0"
4.00
138
O'-0" TO 3'-0"
10'-0"
6'-0"
3.00
104
0'-0" 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"
1 10.00
400
0'-0" TO 3'-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.
2"x2" GALVANIZED WASHER
2"x2" GALVANIZED WASHER
WITH 1/2" NUT
1/2" THREADED ROD
WITH 1/2" NUT
OPTIONAL FOR "HIGH SET"
NOTCH OR COUNTERSINK BOLT
1/2" THREADED ROD
EYES BOLTED TOGETHER WITH 1/2"x2"
THRU 2"x4" BOTTOM PLATE
OPTIONAL FOR "HIGH SET"
BOLT &NUT WITH (2)2"x2" GALVANIZED
1 /2" COUPLER
BOTTOM NAILED
M
1/2'" COUPLER
:_:
WASHERS (2.000LB SHEAR CAPACITY)
_;
TOx 2"
P
T. BASEE
1/2"x12" FORGED EYEBOLT
113
ryl
__THRU
ry
4" MIN.
1/2"x5" (400 LB.) CONCRETE
WEDGE ANCHOR INTO SLAB
2"x4" P.T. BOTTOM PLATEa
4" MIN.
f-:f
EYES BOLTED TOGETHER WITH 1/2"x2"
(SEE TABLE 1 FOR SPACING)
Ld-----=-¢------
BOLT & NUT WITH (2)2"x2" GALVANIZED
s
TYPE I, 11, 111, OR IV PAD WITH
BLOCKING AS 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
( )
4-1
CONCRETE WEDGE ANCHOR
CUP
OR EQUAL LOCAL CODES AND JURISDICTION
LOCAL CODES AND JURISDICTION
30" EARTH AUGER ANCHOR
I
(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 VERSION
FBC 2017 6th EdR1oa. ASCE-7
MANUFACTURER___ - - -
-SUPERIOR-SHEDS-----
BUILDING TYPE
iUF NRFLA BUILDI iG
RESIDF1TiW. uWN STORAGE
CONSTRUCTION TYPE
V-B
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
1
BASIC WIND SPEED
Va-200mph
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFFICIENT
+/- 0.18
IMPORTANCE FACTOR
1.16
ROOF DEAD LOAD
10PSF
ROOF LIVE LOAD
2OPSF OR 3001be
FLOOR DEAD LOAD
8PSF
FLOOR LIVE LOAD
SM. 75PSF - 125PSF OPT.
"R" RATING OF WALLS, FLOOR, ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
LESS THAN 72o SOm
REVISIONS
1 2017 FBC 11/12/1] MTB
2 GROUND ANCHOR e' AF.O MAX., ANCHOR EXTENSION 5/26/18 MTB
(n MTB
Q Date:
LLJ 4/26/ 16
Scale:
N/A
odei
LLJ ALL
0 GENERAL NOTES
1. FOUNDATION PLANS ARE NOT PART OF THIS
PLAN SET AND ARE GOVERNED BY LOCAL
JURISDICTION.
LLJ ENERGY
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.
O
LLJ
.J
Z
I
W
0
CD
0
6/1 /18
J
Matthew T. Baldwin P.E.
QFlorida
License #64608
Sheet: AD-1 OF 1
W
� z