HomeMy WebLinkAboutNew Shed engineeringSETUP 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
A CHORI G TO CONCRETE
SHED WIDTH
UPLIFT (PLF) ANCHOR SPACING
20'-0"
400
s -e
13'-8"
280
3'-0"
11'-81"
240
3'-0"
10'-0"
200
3 6"
8'-01'
160
3'-0"
6'-0"
120
3'-0"
*VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4"x4"
SKIDS ONLY. 13* -8" WIDE SHEDS HAVE (4) SETS OF SKIDS.
T
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� 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
TABLE 2
SKID RUNNER SPACING*
SHED WIDTH
X1
X2 X3
MATERIAL
1'-104"
V-104" 1 _16}"
II 4"x8"x16" 3500LBS
2'-8"
6'-4" -
10'-0"
V-7"
6'-10" -
8'-0"
0'-9"
6'-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.
T
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� 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
TABLE 3
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE & DOUBLE WIDE SHEDS
PAD TYPES
LW*
TYPE PAD DIMENSIONS MAX. LOAD*
MATERIAL
I 2"x8"x16" 1778LBS
CO CTLOCK QUALITY
CEMENT AND SAND MIX
II 4"x8"x16" 3500LBS
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
III 16"06" 3950LBS
ABS PLASTIC PADS
IV 8"x8"x16" 190OLBS
CO CRETE BLOCK QUALITY
INTERIOR
PAD
IX
CEMENT AND SAND. Me
BASED ON 2000PSF SOIL BEARING CAPACITY (2000PSF IS TYPICAL)
NOTES
1. HOLLOW OR SOLID CONCRETE BLOCKS (8"x8"xW) MAY BE STAKED
ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING.
2. ABS PADS REQUIRED ON 11'-8" AND 13'-8" WIDE SHEDS ONL9.
* 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 3
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE & DOUBLE WIDE SHEDS
SHED DESCRIPTION
LW*
PAD
INTERIOR SPACING***
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 6"
6'-0"
2558LB
I, 11, III, OR IV
2558LB
I, II, III, OR IV
I UPLIFT (PLF)
SW/DW
5.00/400
Cr TO 6"
W-0"
2400LB
I, II, III, OR IV
2400LB
I, II, III, OR IV
5'-0"
SW
4.00/320
0" TO 6"
6'-0"
2029L8
I, II, III, OR IV
21331_8
I, II, III, OR IV
SW
3.00/240
0" TO 6"
6'-0"
1658LB
1, 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.
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.
* 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.
TABLE 4A
30" AUGER ANCHOR SPACING - SINGLE WIDE
SHED WIDTH
LW*
UPLIFT (PLF) END ANCHOR** MAX.
INTERIOR SPACING***
NONE
7.00
243 0'-0" TO S-0"
10'-0"
11'-8"
6.00
208 Y -o" TO S -O"
10'-0"
10'-0"
5.00
174 V -d' TO 3'-0"
10'-0"
8'-0"
4.00
138 0'-0" TO S -O"
10'-0"
6'-0"
3.00
104 U -Cr TO 3'-0"
10'-0"
THRU 2"x4" BOTTOM PLATE
OPTIONAL FOR "HIGH SET"
BOLT & NUT WITH (2)2"x2" GALVANIZED
TABLE B
30" AUGER ANCHOR SPACING - DOUBLE WIDE
SHED WIDTH
LW*
I UPLIFT (PLF)
END ANCHOR**
MAX.
INTERIOR SPACING***
20'-0"
10.00
1 400
1 O'-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.
CODE VERSION FBC 2017 88, EdBbn /SCE 7
�MAIUFACTURER SUPQigR s1ED5
BUILDING TYPE RE_ T9.-..0 --.Sf6WAGE
CONSTRUCTION TYPE
2"x2" GALVANIZED WASHER
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
2"x2" GALVANIZED WASHER
STORAGE
WITH 1/2" NUT
I
1/2" THREADED ROD
"HIGH
V+-180mph
SID. 78PSF - 128PSF OPT.
WITH 1/2" NUT
N/A
MODULES PER BUILDING
1
OPTIONAL FOR SET"
NO
NOTCH OR COUNTERSINK BOLT
1/2" THREADED ROD
SQUARE FOOTAGE
EYES BOLTED TOGETHER WITH 1/2"x2"
THRU 2"x4" BOTTOM PLATE
OPTIONAL FOR "HIGH SET"
BOLT & NUT WITH (2)2"x2" GALVANIZED
"
1/2COUPLER
2'x4" BOTTOM PLATE NAILED
1/2" COUPLER
_
WASHERS (2.000LB SHEAR CAPACITY)
_
1/2"x5" (400 LB.) CONCRETE
TO 2"x6" P.T. BASE
1/2"02" FORGED EYEBOLTxq
" MIN.
WEDGE ANCHOR INTO SLAB
THRU 2"x4" P.T. BOTTOM PLATE
-------- f" MIN.
I
(SEE TABLE 1 FOR SPACING)
1d---�----°------
EYES BOLTED TOGETHER WITH "
BOLT NUT WITH (2)2"x2" GALVVANIZEANIZED
TYPE 1, II, III, 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
LOCAL CODES AND JURISDICTION
WASHERS (2.000LB SHEAR CAPACITY)
�
CONCRETE WEDGE ANCHOR
CLIP
OR EQUAL LOCAL CODES AND JURISDICTION
(SEE TABLE 1 FOR SPACING)
30" EARTH AUGER ANCHOR
(SEE TABLE 4 FOR SPACING)
SHED
WITH SKID
SHED
WITH 'NO FLOOR' OPTION
SHED
WITH SKID
ANCHORED
TO CONCRETE
ANCHORED
TO CONCRETE
TO PAD
OR BLOCKING
TIE -DOWN
DETAILS
CODE VERSION FBC 2017 88, EdBbn /SCE 7
�MAIUFACTURER SUPQigR s1ED5
BUILDING TYPE RE_ T9.-..0 --.Sf6WAGE
CONSTRUCTION TYPE
V-8
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
I
BASIC WIND SPEED
V+-180mph
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFFICIENT
+/- 0.18
IMPORTANCE FACTOR
1.18
ROOF DEAD LOAD
IOPSF
ROOF LIVE LOAD
2OPSF OR 3DOlbe
FLOOR DEAD LOAD
BPSF
FLOOR LIVE LOAD
SID. 78PSF - 128PSF 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 720 SOFT•
DESCRIPTON
2017 FOC
GROUND ANCHOR S" AF.G MAK, ANCHOR EXTENSION
GO MTB
0 Date:
Ld 4/26/16
= Seale:
Cn
NA
odel
LLQ ALL
0 GENERAL NOTES
1. FOUNDATION PLANS ARE NOT PART OF THIS
PLAN SET AND ARE GOVERNED BY LOCAL
JURISDICTION.
L1_I 2. THIS BUILDING IS EXEMPT FROM THE FBC
ENERGY CONSERVATION CODE PER SECTION
J 1015.22.
M 3. REFER TO TIE -DOWN DETAILS FOR PROPER
i--) INSTALLATION REQUIREMENTS TO MEET CODE.
0
0
0
1/9/19
I—
Q
Matthew T. Baldwin P.E.
Florida License #64608
cf'
Z
Sheet: AD -1 OF 1
2018-12-20 TOP LINE ENGINEERING APPROVAL PLAN #SS -B -180-C
D4 ALUMINUM ROOF SHEATHING
2" BLOCKING
2" SOLE PLATE
FLOOR FRAMING
DESIGN PRESSURES
ROOF +27.8/-94.71 R00F FRAMING PLAN
WALLS/DOORS/WINDOWS +32.6/-29.2
ELEVATION CROSS—SECTION
TYPICAL ARCH FRAME
MOR�D l 4 �N�
U -U MAX.
V -B
Zr MAIL
NONE
2x4 SN
NONE
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
2x4 BLOCIONG O
BASIC WIND SPEED
24. O.C.
Sm. 76PSF - 126PSF OPT.
"R" RATING OF WA -LS. FLOOR, ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
END WAILS
SQUARE FOOTAGE
719 SQ.Fr. OR LESS
REVISIONS
I
O
H
g
2.4 SOLE PLATE
\_1x4
RUNNERS
0
I
In
W
J
END WA
TRUSS
LxJ
•'ITd6 6'-0� TO 13'-8"
2"x4" TRUSS
0 24" O.C.
MAX.
K24 OR EWIVMENr. SEE
WITH DOOR TABLE 2 FOR QUANTITY AND
END
RUSS
2" BLOCKING
2" SOLE PLATE
FLOOR FRAMING
DESIGN PRESSURES
ROOF +27.8/-94.71 R00F FRAMING PLAN
WALLS/DOORS/WINDOWS +32.6/-29.2
ELEVATION CROSS—SECTION
TYPICAL ARCH FRAME
MOR�D l 4 �N�
WITHOUT DOOR
END ELEVATION
WITH GARAGE DOOR
(ONLY ON ENDWAUJ
Side Wall Header Schedule 1180C)
Building Width Fasteners w/ strap
Size Up to 14' Wide (each end)
Max. Span NJ{b}
1-41"x4" 6'-0" 0 3 - 3" x 0.131" nail<
4"x4" w2"x4" 8'-0" 1 6 - 3" x 0.131" nail
a. Tabulated values are for No. 2 grade Spruce -Pine -Fir lumber.
b NJ - Number ofjack studs required to support each end.
c. Window header for window openings that have more than 50% combined stud wall above
and below, otherwise use door header schedule.
d. See header details for alternate layouts, i e. 2-2"x4" or 4"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
12-x12- OR 16"x4" BETWEEN
To �A STUDS. AS PER SEW RED
WANUFACNRERS NsvRucnoNs
HYDROVENT DETAIL
(OPTIONAL)
(2) 2"x4" WITH 1/2 PLYWOOD
OR osB nu.ER OR (1}/•.4'
12" MAX.
SIDE WALL WINDOWS
& DOORS
End Wall Header Schedule (180C)
Sized} Max. Span NJ[b} Fasteners w/o strap
(each end)[c}_:
1-7'W 6'-O' 0 4 - 3" x 0.131" nails
Q'_1. 1 nm1 1 6 - 3"x 0.131" nails
a. Tabulated values are for NO. C grade Jpruce-F'Ine-rlr lumber.
b. NJ - Number ofjack studs required to support each end.
c Laid flat
d. No Jack studs, but 2x6 studs laid flat.
1. SEE FASTENER SCHEDULE FOR HARDWARE REOUIREMEHIS,
2, SEE HEADER SCHEDULE FOR ADDITIONAL INFOR TxxN.
3. WNDDW HEADERS HAVE COMBINED 00% OR CURE WALL FRAMING ABOVE
IND BELOW. OTH SE REFER TO DOOR HEADERS.
SINGLE 2".4"
HEADER
END WALLS WINDOWS &
DOOR 6' WIDE OR LESS
G.F.I. �+ NOTES -OPTIONAL ELECTRIC
OUTLET -ALL WIRING SHALL BE 14 CAGE 3 -WIRE MC CABLE.
N II -ENCASE IN ALL METAL BOXES.
SOURCE
L "
WIRING DIAGRAM
(OPTIONAL)
END WALL
SEE HEADER
DETAIL
1.4 RUNNER
ON INSIDE
2.4 ST11
24' OF_
ALL STUDS SECURED TO SOLE PLATE
AND FLOOR FRAMING WITH 0.039"
(1mm).W STRAP W/6-108 NAILS
OR EQUAL
A WINDOW LOCATIONS VARY
2
4"x4" W/2"x4"
. William E. Neary, III
SNIP -51, SlAI--79, ICC 5185040
10629 Oak, ell Pointe terrace
C:r tha, (IDFida 34734
D4 ALUMINUM WNL
SHEATHING OPTIONS
WAIL
2.4 SOLE PLATE
FLOOR FRAMING
STANDARD WALL DETAIL NOTE. WALL FRAMING MEMBERS ME CONTINUOUS FROM
FOUNDATION SILL TO ROOF AND SECUREp��p ENSURE A
WITH DOOR & WINDOW OPTIONS C2tntua!S LOAD PATH. WHERE 1rALL A1gIBOIS ARE
..— ��..... ... .IES. OR CUPS
)F NOT LESS
FLOOR FRAMING PLAN
ITa _ v =m mond v W ++
Y ia' woF TWE (47 g15 6 9ms
P.T. 24. O.C. TYP.
ZONAL 125PSF O 16" OX.
WITH 3/4" T3G PLYBDARD
4" P.T. ATTACHED WITH
l OR EQUIVALENT. SEE
EE 2 FOR QUANTITY AND
,aNG.
CODE VERSION IM14 NIN M U.- Asp 7�
FBC
MANUFACTURER SUPERIOR SHEDS
BUILDING TYPE RESIDENTIAL LA1 V STORAGE
CONSTRUCTION TYPE
V -B
Zr MAIL
NONE
2x4 SN
NONE
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
2x4 BLOCIONG O
BASIC WIND SPEED
24. O.C.
Sm. 76PSF - 126PSF OPT.
"R" RATING OF WA -LS. FLOOR, ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
END WAILS
SQUARE FOOTAGE
719 SQ.Fr. OR LESS
REVISIONS
g
2.4 SOLE PLATE
LxJ
•'ITd6 6'-0� TO 13'-8"
END ELEVATION 4'x4' P.T. ATTAa¢D WITH
K24 OR EWIVMENr. SEE
WITH DOOR TABLE 2 FOR QUANTITY AND
WITHOUT DOOR
END ELEVATION
WITH GARAGE DOOR
(ONLY ON ENDWAUJ
Side Wall Header Schedule 1180C)
Building Width Fasteners w/ strap
Size Up to 14' Wide (each end)
Max. Span NJ{b}
1-41"x4" 6'-0" 0 3 - 3" x 0.131" nail<
4"x4" w2"x4" 8'-0" 1 6 - 3" x 0.131" nail
a. Tabulated values are for No. 2 grade Spruce -Pine -Fir lumber.
b NJ - Number ofjack studs required to support each end.
c. Window header for window openings that have more than 50% combined stud wall above
and below, otherwise use door header schedule.
d. See header details for alternate layouts, i e. 2-2"x4" or 4"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
12-x12- OR 16"x4" BETWEEN
To �A STUDS. AS PER SEW RED
WANUFACNRERS NsvRucnoNs
HYDROVENT DETAIL
(OPTIONAL)
(2) 2"x4" WITH 1/2 PLYWOOD
OR osB nu.ER OR (1}/•.4'
12" MAX.
SIDE WALL WINDOWS
& DOORS
End Wall Header Schedule (180C)
Sized} Max. Span NJ[b} Fasteners w/o strap
(each end)[c}_:
1-7'W 6'-O' 0 4 - 3" x 0.131" nails
Q'_1. 1 nm1 1 6 - 3"x 0.131" nails
a. Tabulated values are for NO. C grade Jpruce-F'Ine-rlr lumber.
b. NJ - Number ofjack studs required to support each end.
c Laid flat
d. No Jack studs, but 2x6 studs laid flat.
1. SEE FASTENER SCHEDULE FOR HARDWARE REOUIREMEHIS,
2, SEE HEADER SCHEDULE FOR ADDITIONAL INFOR TxxN.
3. WNDDW HEADERS HAVE COMBINED 00% OR CURE WALL FRAMING ABOVE
IND BELOW. OTH SE REFER TO DOOR HEADERS.
SINGLE 2".4"
HEADER
END WALLS WINDOWS &
DOOR 6' WIDE OR LESS
G.F.I. �+ NOTES -OPTIONAL ELECTRIC
OUTLET -ALL WIRING SHALL BE 14 CAGE 3 -WIRE MC CABLE.
N II -ENCASE IN ALL METAL BOXES.
SOURCE
L "
WIRING DIAGRAM
(OPTIONAL)
END WALL
SEE HEADER
DETAIL
1.4 RUNNER
ON INSIDE
2.4 ST11
24' OF_
ALL STUDS SECURED TO SOLE PLATE
AND FLOOR FRAMING WITH 0.039"
(1mm).W STRAP W/6-108 NAILS
OR EQUAL
A WINDOW LOCATIONS VARY
2
4"x4" W/2"x4"
. William E. Neary, III
SNIP -51, SlAI--79, ICC 5185040
10629 Oak, ell Pointe terrace
C:r tha, (IDFida 34734
D4 ALUMINUM WNL
SHEATHING OPTIONS
WAIL
2.4 SOLE PLATE
FLOOR FRAMING
STANDARD WALL DETAIL NOTE. WALL FRAMING MEMBERS ME CONTINUOUS FROM
FOUNDATION SILL TO ROOF AND SECUREp��p ENSURE A
WITH DOOR & WINDOW OPTIONS C2tntua!S LOAD PATH. WHERE 1rALL A1gIBOIS ARE
..— ��..... ... .IES. OR CUPS
)F NOT LESS
FLOOR FRAMING PLAN
ITa _ v =m mond v W ++
Y ia' woF TWE (47 g15 6 9ms
P.T. 24. O.C. TYP.
ZONAL 125PSF O 16" OX.
WITH 3/4" T3G PLYBDARD
4" P.T. ATTACHED WITH
l OR EQUIVALENT. SEE
EE 2 FOR QUANTITY AND
,aNG.
CODE VERSION IM14 NIN M U.- Asp 7�
FBC
MANUFACTURER SUPERIOR SHEDS
BUILDING TYPE RESIDENTIAL LA1 V STORAGE
CONSTRUCTION TYPE
V -B
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
I
BASIC WIND SPEED
V_IBOmph
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFFICIENT
+/- 0.18
IMPORTANCE FACTOR
1-15
ROOF DEAD LOAD
IOPSF
ROOF LIVE LOAD
3OPSF OR 30011, POINT LOAD
FLOOR DEAD LOAD
IOPSF
FLOOR LIVE LOAD
Sm. 76PSF - 126PSF OPT.
"R" RATING OF WA -LS. FLOOR, ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
719 SQ.Fr. OR LESS
REVISIONS
w MTB
Z Date:
J 12/12/17
Z
0 Scale:
NA
Cn W oriel
Z ('0 SS -B -180C
LJJ 1. FOUIDA PLANS ARE NOT PMT OF THIS PLAN SET AND ARE
a- F__
DN
G`VED BY LOCAL JUMSDICTON.
Z. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION
LJLi
CODE PER SECDO 1015.22.
3 REFEA TO TIE- DETAILS FOR PROPER INSTAL .
QREQUIREMENTS TO CODE
4. ALL STUDS, RAFTERS, TRUSSES, ETC. ME 2.4 /2 SPF. EXCEPT
O AS NOTED.
U 5. STRUCTURES OVER 400 SQ. FT. WILL RAVE M 00" MINIMUM
DOOiL
Lw 6. CGUTTERS TO BE INSTALLED ON-SIrE BY OTHERS THRU LOCAL
(n O 7. AL WINDOWS AID DOORS TO MEET THE MINIMUM SPECIFICATIONS
`i AS PER FLORIDA BUILDING CODE
B.
FAIT METAL STRAP` CAN BE BEM MOUND STRUCTURAL MEMBERS
OF ALL SKIDS, TRUSSES. CHORDS, ETC. TO HELP SECURE THEE
M BERS; PROVIDED THAT THE ADDED BEND DOES NOT INTERFERE
*rrH ANYIXISTI G BRAKES/BENDSI THE STRAP.
z fill
A, •\-\CENSE
LLJ .
Q�
I �
i �•'t STATE t
i•. OF
�•. _L0RIDP •' �`
J ��
11/lll)11
Q
O Matthew T. Baldwin P.E.
CD Florida License #64608
M Sheet: SSB -1 OF 1