HomeMy WebLinkAboutSET UP- INSTALLATION1. 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 la"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
BU!YlING 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"
11 "-8"
240
3'-6"
10"-01'
200
3'-6"
8"-0"
160
3'-6"
6'-0"
120
S-6"
TABLE 2
SKID RUNNER SPACING*
SHED WIDTH
X1
X2
X3
13"-8"
1'-101"
1'-1041'
1-104"
11'-B"
2'-8"
6'-4"
-
10"-0'"
1"-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.
h
SETUP AND INSTALLATION (,- iDOUBLE 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' ADDEDITO 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
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'-B" 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"
1936L13
I, II, III, OR IV
1879LB
I, II, III, OR N
11'-8"
SW/DW
6.00/480
0" TO 6"
6'-D"
2558LB
I, II, III, OR IV
2558LB
I, 11, 111, OR N
10'-0"
SW/DW
5.00/400
Cr TO 6"
6'-0"
2400LB
I, 11, III, OR IV
2400LB
1, 11, III, OR N
8'-0"
SW
4.00/320
0" TO 6"
6'-0"
20291-13
1 I, II, III, OR IV
2133LB
1, 11, 111, OR N
6'-0"
SW
3.00/240
0" TO 6"
6'-0"
1658LB
11, 11, III, OR IV
1866LB
I, 11. 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.
RECEIVED
MAR 1 9.9is
aT, Lucie County, Perm:
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*
I UPLIFT (PLF)
END ANCHOR"
MAX. INTERIOR SPACING***
7.00.
243
0'-0" TO 3'-0"
10'-0"
1' 8
-- 0
� 209=
10'-0"
5.00
174
U-O" TO S-O"
1 D'-O"
8'-0"
4.00
138
0"-0" TO 3'-0"
10'-0"
6'-01'
3.00
104
V-O" TO 3'-0"
10'-0"
TABLE - B' '
30" AUGER ANCHOR. SPACING - DOUBLE WIDE
SHED WIDTH
LW*--
UPUFT (PLF)
ENDANCHOR**
MAX. INTERIOR SPACING***
20'-O"
10.00
400
U-0" TO 3'-O"
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 -yf
WITH 1/2" NUT >- -
WITH 1/2" NUT
1/2" THREADED ROD
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 PLATE NAILED
1/2" COUPLER " r
1/2'02" FORGED EYE OLT ��f
WASHERS (2.00OLB SHEAR CAPACITY)
_
___r4" MIN.
_ I
1/2"x5" (400 LB.) CONCRETE
WEDGE ANCHOR INTO SLAB
THRU 2"x4" P.T. BOTTOM PLATE
TO 2"x6" P.T. BASE
TO 2
_14" MIN.
rl
L-------
+�4`
(SEE TABLE 1 FOR SPACING)
------- -
�
EYES BOLTED TOGETHER WITH 1/F2;x2 `{
BOLT & NUT WITH (2)2"x2" GALVANIZED -.I ^ III, OR N PAD WITH
y
WASHERS (2.000LB SHEAR CAPAC �.) .� ! BLOEKIN ASj3E0UIRED (SEE TABLE 3).
1/2"x3" (400 LB.)
CONCRETE WEDGE ANCHOR
its,PSON
CUP
A-24 CONCRETE SLAB BY OTHERS THROUGH
OR EQUAL LOCAL CODES AND JURISDICTION
CONCRETE SLAB BY OTHERS THROUGH
LOCAL CODES AND JURISDICTION
d>
(SEE TABLE 1 FOR SPACING)
30" EARTH AUGER AyDR.
(SEE TABLE 4 FOR SPACING)
SH aD W11111 ID
SHED WITH SKID
SHED WITH 'NO FLOOR' OPTION
�T®PAD OR aBLOGK+fNG .�
ANCHORED
TO CONCRETE
ANCHORED
TO CONCRETE
r--�
TIE
-DOWN
DETAILS
ST, LUCIE COUNTY BUILDING
9,VVIEWED FOR COMP
REWEWED BY
DATE 41q Its
PLANS AND PERMIT MUST KEPT ON JOB
OR NO INSPECTION WIT, WBETAL&DE.
lW968 PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY 81 NECESSARY IN ORDER TO
COMMY WIM 4 APPWCABW COPIll
"O'k"CFALED FASTENERS OR MACHMENTS
ARE THE RESPONSIBILITY pF
-IONTRAC, TOR OF RECORD
PSI APPROVAL 20', -�,1-18 " �1
%I
' D4 ALUMINUM ROOF SHEATHING
0'-0' MAX.
6o \-lx4 RUNNERS
RIDGE
M
O
0
I
(n 2"x4" TRUSS
in ® 24" O.C.
MAX.
END WA TRUSS
Side Wall Header Schedule (180C)
Building Width Fasteners w/ strap
Size Up to 14' WideMax. Span NJ{b} (each end)
i4'x4' 6LO" 0 3 — 3" x 0A 31' nails
4-x4"w2'x4" 8LO° 1 6-3"x0.131'nails
a. Tabulated values are for No. 2 grade Spruce -Pine -Fir lumber.
b. NJ - Number of jack studs required to support each end.
c. Window header for window openings that have more than WA combined stud wall above
and below, otherwise use door header schedule.
d. See header details br 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.
Y End Wall Header Schedule 180C
`Ce+ Max. 5 an tJ Fasteners wlo strap
�fi} �__� r
(each end)ic} 'v� .
'1-2'X4" 4-3">c 0.13T nails ` ----- - `
2-7X4"(c) 9'-0" Ota} u - o x na s
a. a u eavalues u9s are r o. - ire 6 SDTuc each T end.
er.
b NJ- INty'nher of jack studs required to support each end.
c. Laid flat -- _
d No Jack studs, but 2A6 Studs laid flat.
1. SEE FASTENER SCHEDULE FOR HARDWARE REQUIREMENTS.
2 SEE HEADER SCHEDULE FOR ADDIDDNAL INFORMATION. TI
3. W.N W10 ERWLSEHEADERS HAVE RNBINED 50K EFER TO pOpRRRMORE��ALL FRAMING ABOVE
CODE INFORMATION
CODE VERSION FBC 2017 6th EdHbq ASCE-7,
2014 NEC
MANUFACTURER SUPERIOR SHEDS
WALL STUDS i BUILDING TYPE R�IOFMN�RED BUI�ORAGE
CONSTRUCTION TYPE V-B
II SINGLE 2'x4'
l l i S�THING HEADER FIRE PROTECTION NONE
FIRE SUPPRESSION SYSTEM NONE
(2) 2'x4' WITH 1/2• PLYWOOD
I; OR OSB FILLER OR (1)4-x4- 27.4• OCCUPANCY STORAGE
1 12'x12. OR 16'.4- BETWEEN 4'x4' ALLOWABLE NUMBER OF STORIES 1
WALL STUDS. VENT IS SECURED
TO SHEATHING AS PER 12" MAX. BASIC WIND SPEED Vm-180mph
MANUFACTURERS W.UGDONB
HYDROVENT DETAIL SIDE WALL WINDOWS END WALLS WINDOWS & EXPOSURE c
� TIONAI & DOORS DOOR 6' WIDE OR LESS 4"x4" W 2"x4" ENCLOSURE ENCLOSED
INTERNAL PRESSURE COEFFICIENT +/- 0.18
IMPORTANCE FACTOR 1.15
hteYtPll, ROOF DEAD LOAD 1OPSF
OUTLET + NOTES -OPTIONAL ELECTRIC e ROOF LIVE LOAD 3OPSF OR 30011, POINT LOAD
ALL WIRING SHALL BCO
E 14 GAGE 3-WIRE MC CABLE. c FLOOR DEAD LOAD 1oPSF
CODE RNIFL:+
N I I -ENCASE IN ALL METAL BOXES. SOURCE TD"fr::;"".Is r.• a rnd so-fes, m FLOOR LIVE LOAD S. 75PSF - 125PSF OPT.
DESIGN PRESSURES I L IL WIRING DIAGRAM +7.:s33.ds:r�et 'R' RATING OF WALLS, FLOOR, ROOF N/A
ROOF +27.8 -94.7 ROOF FRAMING PLAN 01I-dc, Florida 31V3B MODULES PER BUILDING 1
WALLS/DOORS/WINDOWS +32.5/-29.2 (OPTIONAL) Plans Review: Victor C. Martin, PE
_ FL PE#82379, LA PE#42027 HURRICANE PROTECTION USAGE No
LSUCCC RU02436, TN PE A120939 HURRICANE SHELTER USAGE NO
MITEK OR ALPINE 2.4.END WALL •000R &WINDOW LOCATIONS VARY SQUARE FOOTAGE 719 SQFr. OR LESS
OR EQUAL REVISIONS
kau r.4' COUAR MYEK OR ALPINE 2'x' S HEADS DEaL REV DESCRIPTION DATE BY
OR EQUAL
'�� D4 ALUMINUM WALL
VARIE // / // // SHEATHING OPTIONS
SEE HEADER
2' MAX. VARI
/
S MAY 2x4 SN DETAIL /
24' O.C.
1x4 RUNNER
ON INSIDE
/
Drown By.
2x4ENDBLOCNGWgALLS 0 j ' Z MTB
Date:
END WALL Z _ - _.12/12/17 -
Scale-
-
N A
2x4 STUDS o 2x4 SOLE PLATE U) odeT
24' O.C. MAX. FLOOR FRAMING SS-B-180CR1
2.4 SOLE PLATE 2.4 SOLE PLATE 1-.- 1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE
2 GOVERNED BY LOCAL JURISDICTION.
' FLOOR FRAMING
LLI THIS BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION
ALL STUDS SECURED TO SOLE PLATE Lys —I CODE PER SECTION 10152L
AND FLOOR FRAMING WITH 0.039' a_ 3. REFER TO TE-DO DETAILS FOR PROPER INSTALLATION
(1mm)x12' STRAP W/6-10d NAILS STANDARD WALL DETAIL NOTE WALL FRAMING MEMBERS ARE CONTINUOUS FROM Q REQUIREMFARS TO MEE7 CODE
LJ L"! L.'J L4 OR EQUAL FOUNDATION SILL TO ROOF AND SECURED TO ENSURE A 4. ALL STUDS, RAFTERS, TRUSSES, ETC. ARE 2x4 82 SPF, EXCEPT
FLOOR SHEATHING, WITH DOOR & WINDOW OPTIONS CONTINUOUS LOAD PATH. WHERE WALL MEMBERS ARE O As NOTED. -
ARIES 6'-r TO iS-e -VAR- 6'-D' TD 13'-B' - 3/4' PLYWOOD NOT CONTINUOUS SHEET METAL CLAMPS. TES, OR CUPS (� 5. STRUCTURES OVER 400 So. FT. WILL HAVE AN 80- MINIMUM
- 3/4' P.T. PLYWOOD SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS DOOR.
ELEVATION CROSS—SECTION END ELEVATION 4-.4- P.T. ATTACHED WITH - 3/4' 7&C THAN o.040' NOMINAL THICKNESS.
Ld S. GUTTERS TO BE INSTALLED ON -SITE BY OTHERS THRU LOCAL
R24 OR EQUIVALENT. SEE
LLJ TYPICAL ARCH FRAME WITH DOOR TABLE 2 FOR QUANTITY
SPACING. 0-O Y AND - 3/4' P.T. TdG MAX O 7. ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS
AS PER FLORIDA BUILDING CODE
B.
FLAT METAL STRAPS CAN BE BENT AROUND STRUCTURAL MEMBERS
J DF, WALL STUDS. TRUSSES, CHORDS. ETC. TO HELP SECURE THESE
- - - --_ L 2 MEMBERS; PROVIDED TNAT THE ADDED, BEND DOES NaT INTERFERE
SHED WIOM K1 X2 X3
T &
0
CL
rf 4
244 JW
(2) 2'd' LAID FUT 16 0' 0' 1 ' 616 _ �: i " •2"
` ••••LAC E NSF •••••'• %'�
I I NABI6 ARE {WVE (4)V -
I
9nM ONLY. 3'!' Y(aE SNES (y E£IB tK
L_L)S////Jw/
T[4 BLOCKING 0 p I L—
END WALLS I Cuff) �
34 BLOCKING •_� I Q
2'x6' Lao FIAT I � '' • �
I9 1 2.6 P.T. 24' O.C. TYP. /
OPTI
' jj
TYP.O" 3/' &G PLYBOARD I .'•., "'OF
P • ..
I
2.4 SOLE PLATE H24 OR EQUIVALENT. SEE /� •' •.. ` O R 10
I TABLE 2 FOR QUANTITY AND ••... �S ......... i •••` \G `��
FLOOR FitA1,11NG MA7G I SPACING. �' S
O �1// 7IV A
J ����1111111\\
L"J I Q
4=
L"� Ee L� t--- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --- CD Matthew T. BoldWin P.E.
-VARIES 6'-0' TO 1 -B
- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --- Florida License #64608
--VARIES 6'-0' TO 13'-8'
END ELEVATION END ELEVATION FLOOR JOLST, SEE SCHEDULE FOR SIZE
WITHOUT DOOR WITH GARAGE DOOR D
(ONLY ON ENDWALL) FLOOR FRAMING PLAN F m Sheet: SSB—� OF 1
Side Wall Header Schedule (180C)
Building Width Fasteners w/ strap
Size Up to 14' WideMax. Span NJ{b} (each end)
i4'x4' 6LO" 0 3 — 3" x 0A 31' nails
4-x4"w2'x4" 8LO° 1 6-3"x0.131'nails
a. Tabulated values are for No. 2 grade Spruce -Pine -Fir lumber.
b. NJ - Number of jack studs required to support each end.
c. Window header for window openings that have more than WA combined stud wall above
and below, otherwise use door header schedule.
d. See header details br 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.
Y End Wall Header Schedule 180C
`Ce+ Max. 5 an tJ Fasteners wlo strap
�fi} �__� r
(each end)ic} 'v� .
'1-2'X4" 4-3">c 0.13T nails ` ----- - `
2-7X4"(c) 9'-0" Ota} u - o x na s
a. a u eavalues u9s are r o. - ire 6 SDTuc each T end.
er.
b NJ- INty'nher of jack studs required to support each end.
c. Laid flat -- _
d No Jack studs, but 2A6 Studs laid flat.
1. SEE FASTENER SCHEDULE FOR HARDWARE REQUIREMENTS.
2 SEE HEADER SCHEDULE FOR ADDIDDNAL INFORMATION. TI
3. W.N W10 ERWLSEHEADERS HAVE RNBINED 50K EFER TO pOpRRRMORE��ALL FRAMING ABOVE
CODE INFORMATION
CODE VERSION FBC 2017 6th EdHbq ASCE-7,
2014 NEC
MANUFACTURER SUPERIOR SHEDS
WALL STUDS i BUILDING TYPE R�IOFMN�RED BUI�ORAGE
CONSTRUCTION TYPE V-B
II SINGLE 2'x4'
l l i S�THING HEADER FIRE PROTECTION NONE
FIRE SUPPRESSION SYSTEM NONE
(2) 2'x4' WITH 1/2• PLYWOOD
I; OR OSB FILLER OR (1)4-x4- 27.4• OCCUPANCY STORAGE
1 12'x12. OR 16'.4- BETWEEN 4'x4' ALLOWABLE NUMBER OF STORIES 1
WALL STUDS. VENT IS SECURED
TO SHEATHING AS PER 12" MAX. BASIC WIND SPEED Vm-180mph
MANUFACTURERS W.UGDONB
HYDROVENT DETAIL SIDE WALL WINDOWS END WALLS WINDOWS & EXPOSURE c
� TIONAI & DOORS DOOR 6' WIDE OR LESS 4"x4" W 2"x4" ENCLOSURE ENCLOSED
INTERNAL PRESSURE COEFFICIENT +/- 0.18
IMPORTANCE FACTOR 1.15
hteYtPll, ROOF DEAD LOAD 1OPSF
OUTLET + NOTES -OPTIONAL ELECTRIC e ROOF LIVE LOAD 3OPSF OR 30011, POINT LOAD
ALL WIRING SHALL BCO
E 14 GAGE 3-WIRE MC CABLE. c FLOOR DEAD LOAD 1oPSF
CODE RNIFL:+
N I I -ENCASE IN ALL METAL BOXES. SOURCE TD"fr::;"".Is r.• a rnd so-fes, m FLOOR LIVE LOAD S. 75PSF - 125PSF OPT.
DESIGN PRESSURES I L IL WIRING DIAGRAM +7.:s33.ds:r�et 'R' RATING OF WALLS, FLOOR, ROOF N/A
ROOF +27.8 -94.7 ROOF FRAMING PLAN 01I-dc, Florida 31V3B MODULES PER BUILDING 1
WALLS/DOORS/WINDOWS +32.5/-29.2 (OPTIONAL) Plans Review: Victor C. Martin, PE
_ FL PE#82379, LA PE#42027 HURRICANE PROTECTION USAGE No
LSUCCC RU02436, TN PE A120939 HURRICANE SHELTER USAGE NO
MITEK OR ALPINE 2.4.END WALL •000R &WINDOW LOCATIONS VARY SQUARE FOOTAGE 719 SQFr. OR LESS
OR EQUAL REVISIONS
kau r.4' COUAR MYEK OR ALPINE 2'x' S HEADS DEaL REV DESCRIPTION DATE BY
OR EQUAL
'�� D4 ALUMINUM WALL
VARIE // / // // SHEATHING OPTIONS
SEE HEADER
2' MAX. VARI
/
S MAY 2x4 SN DETAIL /
24' O.C.
1x4 RUNNER
ON INSIDE
/
Drown By.
2x4ENDBLOCNGWgALLS 0 j ' Z MTB
Date:
END WALL Z _ - _.12/12/17 -
Scale-
-
N A
2x4 STUDS o 2x4 SOLE PLATE U) odeT
24' O.C. MAX. FLOOR FRAMING SS-B-180CR1
2.4 SOLE PLATE 2.4 SOLE PLATE 1-.- 1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE
2 GOVERNED BY LOCAL JURISDICTION.
' FLOOR FRAMING
LLI THIS BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION
ALL STUDS SECURED TO SOLE PLATE Lys —I CODE PER SECTION 10152L
AND FLOOR FRAMING WITH 0.039' a_ 3. REFER TO TE-DO DETAILS FOR PROPER INSTALLATION
(1mm)x12' STRAP W/6-10d NAILS STANDARD WALL DETAIL NOTE WALL FRAMING MEMBERS ARE CONTINUOUS FROM Q REQUIREMFARS TO MEE7 CODE
LJ L"! L.'J L4 OR EQUAL FOUNDATION SILL TO ROOF AND SECURED TO ENSURE A 4. ALL STUDS, RAFTERS, TRUSSES, ETC. ARE 2x4 82 SPF, EXCEPT
FLOOR SHEATHING, WITH DOOR & WINDOW OPTIONS CONTINUOUS LOAD PATH. WHERE WALL MEMBERS ARE O As NOTED. -
ARIES 6'-r TO iS-e -VAR- 6'-D' TD 13'-B' - 3/4' PLYWOOD NOT CONTINUOUS SHEET METAL CLAMPS. TES, OR CUPS (� 5. STRUCTURES OVER 400 So. FT. WILL HAVE AN 80- MINIMUM
- 3/4' P.T. PLYWOOD SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS DOOR.
ELEVATION CROSS—SECTION END ELEVATION 4-.4- P.T. ATTACHED WITH - 3/4' 7&C THAN o.040' NOMINAL THICKNESS.
Ld S. GUTTERS TO BE INSTALLED ON -SITE BY OTHERS THRU LOCAL
R24 OR EQUIVALENT. SEE
LLJ TYPICAL ARCH FRAME WITH DOOR TABLE 2 FOR QUANTITY
SPACING. 0-O Y AND - 3/4' P.T. TdG MAX O 7. ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS
AS PER FLORIDA BUILDING CODE
B.
FLAT METAL STRAPS CAN BE BENT AROUND STRUCTURAL MEMBERS
J DF, WALL STUDS. TRUSSES, CHORDS. ETC. TO HELP SECURE THESE
- - - --_ L 2 MEMBERS; PROVIDED TNAT THE ADDED, BEND DOES NaT INTERFERE
SHED WIOM K1 X2 X3
T &
0
CL
rf 4
244 JW
(2) 2'd' LAID FUT 16 0' 0' 1 ' 616 _ �: i " •2"
` ••••LAC E NSF •••••'• %'�
I I NABI6 ARE {WVE (4)V -
I
9nM ONLY. 3'!' Y(aE SNES (y E£IB tK
L_L)S////Jw/
T[4 BLOCKING 0 p I L—
END WALLS I Cuff) �
34 BLOCKING •_� I Q
2'x6' Lao FIAT I � '' • �
I9 1 2.6 P.T. 24' O.C. TYP. /
OPTI
' jj
TYP.O" 3/' &G PLYBOARD I .'•., "'OF
P • ..
I
2.4 SOLE PLATE H24 OR EQUIVALENT. SEE /� •' •.. ` O R 10
I TABLE 2 FOR QUANTITY AND ••... �S ......... i •••` \G `��
FLOOR FitA1,11NG MA7G I SPACING. �' S
O �1// 7IV A
J ����1111111\\
L"J I Q
4=
L"� Ee L� t--- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --- CD Matthew T. BoldWin P.E.
-VARIES 6'-0' TO 1 -B
- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --- Florida License #64608
--VARIES 6'-0' TO 13'-8'
END ELEVATION END ELEVATION FLOOR JOLST, SEE SCHEDULE FOR SIZE
WITHOUT DOOR WITH GARAGE DOOR D
(ONLY ON ENDWALL) FLOOR FRAMING PLAN F m Sheet: SSB—� OF 1
Y End Wall Header Schedule 180C
`Ce+ Max. 5 an tJ Fasteners wlo strap
�fi} �__� r
(each end)ic} 'v� .
'1-2'X4" 4-3">c 0.13T nails ` ----- - `
2-7X4"(c) 9'-0" Ota} u - o x na s
a. a u eavalues u9s are r o. - ire 6 SDTuc each T end.
er.
b NJ- INty'nher of jack studs required to support each end.
c. Laid flat -- _
d No Jack studs, but 2A6 Studs laid flat.
1. SEE FASTENER SCHEDULE FOR HARDWARE REQUIREMENTS.
2 SEE HEADER SCHEDULE FOR ADDIDDNAL INFORMATION. TI
3. W.N W10 ERWLSEHEADERS HAVE RNBINED 50K EFER TO pOpRRRMORE��ALL FRAMING ABOVE
CODE INFORMATION
CODE VERSION FBC 2017 6th EdHbq ASCE-7,
2014 NEC
MANUFACTURER SUPERIOR SHEDS
WALL STUDS i BUILDING TYPE R�IOFMN�RED BUI�ORAGE
CONSTRUCTION TYPE V-B
II SINGLE 2'x4'
l l i S�THING HEADER FIRE PROTECTION NONE
FIRE SUPPRESSION SYSTEM NONE
(2) 2'x4' WITH 1/2• PLYWOOD
I; OR OSB FILLER OR (1)4-x4- 27.4• OCCUPANCY STORAGE
1 12'x12. OR 16'.4- BETWEEN 4'x4' ALLOWABLE NUMBER OF STORIES 1
WALL STUDS. VENT IS SECURED
TO SHEATHING AS PER 12" MAX. BASIC WIND SPEED Vm-180mph
MANUFACTURERS W.UGDONB
HYDROVENT DETAIL SIDE WALL WINDOWS END WALLS WINDOWS & EXPOSURE c
� TIONAI & DOORS DOOR 6' WIDE OR LESS 4"x4" W 2"x4" ENCLOSURE ENCLOSED
INTERNAL PRESSURE COEFFICIENT +/- 0.18
IMPORTANCE FACTOR 1.15
hteYtPll, ROOF DEAD LOAD 1OPSF
OUTLET + NOTES -OPTIONAL ELECTRIC e ROOF LIVE LOAD 3OPSF OR 30011, POINT LOAD
ALL WIRING SHALL BCO
E 14 GAGE 3-WIRE MC CABLE. c FLOOR DEAD LOAD 1oPSF
CODE RNIFL:+
N I I -ENCASE IN ALL METAL BOXES. SOURCE TD"fr::;"".Is r.• a rnd so-fes, m FLOOR LIVE LOAD S. 75PSF - 125PSF OPT.
DESIGN PRESSURES I L IL WIRING DIAGRAM +7.:s33.ds:r�et 'R' RATING OF WALLS, FLOOR, ROOF N/A
ROOF +27.8 -94.7 ROOF FRAMING PLAN 01I-dc, Florida 31V3B MODULES PER BUILDING 1
WALLS/DOORS/WINDOWS +32.5/-29.2 (OPTIONAL) Plans Review: Victor C. Martin, PE
_ FL PE#82379, LA PE#42027 HURRICANE PROTECTION USAGE No
LSUCCC RU02436, TN PE A120939 HURRICANE SHELTER USAGE NO
MITEK OR ALPINE 2.4.END WALL •000R &WINDOW LOCATIONS VARY SQUARE FOOTAGE 719 SQFr. OR LESS
OR EQUAL REVISIONS
kau r.4' COUAR MYEK OR ALPINE 2'x' S HEADS DEaL REV DESCRIPTION DATE BY
OR EQUAL
'�� D4 ALUMINUM WALL
VARIE // / // // SHEATHING OPTIONS
SEE HEADER
2' MAX. VARI
/
S MAY 2x4 SN DETAIL /
24' O.C.
1x4 RUNNER
ON INSIDE
/
Drown By.
2x4ENDBLOCNGWgALLS 0 j ' Z MTB
Date:
END WALL Z _ - _.12/12/17 -
Scale-
-
N A
2x4 STUDS o 2x4 SOLE PLATE U) odeT
24' O.C. MAX. FLOOR FRAMING SS-B-180CR1
2.4 SOLE PLATE 2.4 SOLE PLATE 1-.- 1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE
2 GOVERNED BY LOCAL JURISDICTION.
' FLOOR FRAMING
LLI THIS BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION
ALL STUDS SECURED TO SOLE PLATE Lys —I CODE PER SECTION 10152L
AND FLOOR FRAMING WITH 0.039' a_ 3. REFER TO TE-DO DETAILS FOR PROPER INSTALLATION
(1mm)x12' STRAP W/6-10d NAILS STANDARD WALL DETAIL NOTE WALL FRAMING MEMBERS ARE CONTINUOUS FROM Q REQUIREMFARS TO MEE7 CODE
LJ L"! L.'J L4 OR EQUAL FOUNDATION SILL TO ROOF AND SECURED TO ENSURE A 4. ALL STUDS, RAFTERS, TRUSSES, ETC. ARE 2x4 82 SPF, EXCEPT
FLOOR SHEATHING, WITH DOOR & WINDOW OPTIONS CONTINUOUS LOAD PATH. WHERE WALL MEMBERS ARE O As NOTED. -
ARIES 6'-r TO iS-e -VAR- 6'-D' TD 13'-B' - 3/4' PLYWOOD NOT CONTINUOUS SHEET METAL CLAMPS. TES, OR CUPS (� 5. STRUCTURES OVER 400 So. FT. WILL HAVE AN 80- MINIMUM
- 3/4' P.T. PLYWOOD SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS DOOR.
ELEVATION CROSS—SECTION END ELEVATION 4-.4- P.T. ATTACHED WITH - 3/4' 7&C THAN o.040' NOMINAL THICKNESS.
Ld S. GUTTERS TO BE INSTALLED ON -SITE BY OTHERS THRU LOCAL
R24 OR EQUIVALENT. SEE
LLJ TYPICAL ARCH FRAME WITH DOOR TABLE 2 FOR QUANTITY
SPACING. 0-O Y AND - 3/4' P.T. TdG MAX O 7. ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS
AS PER FLORIDA BUILDING CODE
B.
FLAT METAL STRAPS CAN BE BENT AROUND STRUCTURAL MEMBERS
J DF, WALL STUDS. TRUSSES, CHORDS. ETC. TO HELP SECURE THESE
- - - --_ L 2 MEMBERS; PROVIDED TNAT THE ADDED, BEND DOES NaT INTERFERE
SHED WIOM K1 X2 X3
T &
0
CL
rf 4
244 JW
(2) 2'd' LAID FUT 16 0' 0' 1 ' 616 _ �: i " •2"
` ••••LAC E NSF •••••'• %'�
I I NABI6 ARE {WVE (4)V -
I
9nM ONLY. 3'!' Y(aE SNES (y E£IB tK
L_L)S////Jw/
T[4 BLOCKING 0 p I L—
END WALLS I Cuff) �
34 BLOCKING •_� I Q
2'x6' Lao FIAT I � '' • �
I9 1 2.6 P.T. 24' O.C. TYP. /
OPTI
' jj
TYP.O" 3/' &G PLYBOARD I .'•., "'OF
P • ..
I
2.4 SOLE PLATE H24 OR EQUIVALENT. SEE /� •' •.. ` O R 10
I TABLE 2 FOR QUANTITY AND ••... �S ......... i •••` \G `��
FLOOR FitA1,11NG MA7G I SPACING. �' S
O �1// 7IV A
J ����1111111\\
L"J I Q
4=
L"� Ee L� t--- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --- CD Matthew T. BoldWin P.E.
-VARIES 6'-0' TO 1 -B
- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --- Florida License #64608
--VARIES 6'-0' TO 13'-8'
END ELEVATION END ELEVATION FLOOR JOLST, SEE SCHEDULE FOR SIZE
WITHOUT DOOR WITH GARAGE DOOR D
(ONLY ON ENDWALL) FLOOR FRAMING PLAN F m Sheet: SSB—� OF 1
MANUFACTURER SUPERIOR SHEDS
WALL STUDS i BUILDING TYPE R�IOFMN�RED BUI�ORAGE
CONSTRUCTION TYPE V-B
II SINGLE 2'x4'
l l i S�THING HEADER FIRE PROTECTION NONE
FIRE SUPPRESSION SYSTEM NONE
(2) 2'x4' WITH 1/2• PLYWOOD
I; OR OSB FILLER OR (1)4-x4- 27.4• OCCUPANCY STORAGE
1 12'x12. OR 16'.4- BETWEEN 4'x4' ALLOWABLE NUMBER OF STORIES 1
WALL STUDS. VENT IS SECURED
TO SHEATHING AS PER 12" MAX. BASIC WIND SPEED Vm-180mph
MANUFACTURERS W.UGDONB
HYDROVENT DETAIL SIDE WALL WINDOWS END WALLS WINDOWS & EXPOSURE c
� TIONAI & DOORS DOOR 6' WIDE OR LESS 4"x4" W 2"x4" ENCLOSURE ENCLOSED
INTERNAL PRESSURE COEFFICIENT +/- 0.18
IMPORTANCE FACTOR 1.15
hteYtPll, ROOF DEAD LOAD 1OPSF
OUTLET + NOTES -OPTIONAL ELECTRIC e ROOF LIVE LOAD 3OPSF OR 30011, POINT LOAD
ALL WIRING SHALL BCO
E 14 GAGE 3-WIRE MC CABLE. c FLOOR DEAD LOAD 1oPSF
CODE RNIFL:+
N I I -ENCASE IN ALL METAL BOXES. SOURCE TD"fr::;"".Is r.• a rnd so-fes, m FLOOR LIVE LOAD S. 75PSF - 125PSF OPT.
DESIGN PRESSURES I L IL WIRING DIAGRAM +7.:s33.ds:r�et 'R' RATING OF WALLS, FLOOR, ROOF N/A
ROOF +27.8 -94.7 ROOF FRAMING PLAN 01I-dc, Florida 31V3B MODULES PER BUILDING 1
WALLS/DOORS/WINDOWS +32.5/-29.2 (OPTIONAL) Plans Review: Victor C. Martin, PE
_ FL PE#82379, LA PE#42027 HURRICANE PROTECTION USAGE No
LSUCCC RU02436, TN PE A120939 HURRICANE SHELTER USAGE NO
MITEK OR ALPINE 2.4.END WALL •000R &WINDOW LOCATIONS VARY SQUARE FOOTAGE 719 SQFr. OR LESS
OR EQUAL REVISIONS
kau r.4' COUAR MYEK OR ALPINE 2'x' S HEADS DEaL REV DESCRIPTION DATE BY
OR EQUAL
'�� D4 ALUMINUM WALL
VARIE // / // // SHEATHING OPTIONS
SEE HEADER
2' MAX. VARI
/
S MAY 2x4 SN DETAIL /
24' O.C.
1x4 RUNNER
ON INSIDE
/
Drown By.
2x4ENDBLOCNGWgALLS 0 j ' Z MTB
Date:
END WALL Z _ - _.12/12/17 -
Scale-
-
N A
2x4 STUDS o 2x4 SOLE PLATE U) odeT
24' O.C. MAX. FLOOR FRAMING SS-B-180CR1
2.4 SOLE PLATE 2.4 SOLE PLATE 1-.- 1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE
2 GOVERNED BY LOCAL JURISDICTION.
' FLOOR FRAMING
LLI THIS BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION
ALL STUDS SECURED TO SOLE PLATE Lys —I CODE PER SECTION 10152L
AND FLOOR FRAMING WITH 0.039' a_ 3. REFER TO TE-DO DETAILS FOR PROPER INSTALLATION
(1mm)x12' STRAP W/6-10d NAILS STANDARD WALL DETAIL NOTE WALL FRAMING MEMBERS ARE CONTINUOUS FROM Q REQUIREMFARS TO MEE7 CODE
LJ L"! L.'J L4 OR EQUAL FOUNDATION SILL TO ROOF AND SECURED TO ENSURE A 4. ALL STUDS, RAFTERS, TRUSSES, ETC. ARE 2x4 82 SPF, EXCEPT
FLOOR SHEATHING, WITH DOOR & WINDOW OPTIONS CONTINUOUS LOAD PATH. WHERE WALL MEMBERS ARE O As NOTED. -
ARIES 6'-r TO iS-e -VAR- 6'-D' TD 13'-B' - 3/4' PLYWOOD NOT CONTINUOUS SHEET METAL CLAMPS. TES, OR CUPS (� 5. STRUCTURES OVER 400 So. FT. WILL HAVE AN 80- MINIMUM
- 3/4' P.T. PLYWOOD SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS DOOR.
ELEVATION CROSS—SECTION END ELEVATION 4-.4- P.T. ATTACHED WITH - 3/4' 7&C THAN o.040' NOMINAL THICKNESS.
Ld S. GUTTERS TO BE INSTALLED ON -SITE BY OTHERS THRU LOCAL
R24 OR EQUIVALENT. SEE
LLJ TYPICAL ARCH FRAME WITH DOOR TABLE 2 FOR QUANTITY
SPACING. 0-O Y AND - 3/4' P.T. TdG MAX O 7. ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS
AS PER FLORIDA BUILDING CODE
B.
FLAT METAL STRAPS CAN BE BENT AROUND STRUCTURAL MEMBERS
J DF, WALL STUDS. TRUSSES, CHORDS. ETC. TO HELP SECURE THESE
- - - --_ L 2 MEMBERS; PROVIDED TNAT THE ADDED, BEND DOES NaT INTERFERE
SHED WIOM K1 X2 X3
T &
0
CL
rf 4
244 JW
(2) 2'd' LAID FUT 16 0' 0' 1 ' 616 _ �: i " •2"
` ••••LAC E NSF •••••'• %'�
I I NABI6 ARE {WVE (4)V -
I
9nM ONLY. 3'!' Y(aE SNES (y E£IB tK
L_L)S////Jw/
T[4 BLOCKING 0 p I L—
END WALLS I Cuff) �
34 BLOCKING •_� I Q
2'x6' Lao FIAT I � '' • �
I9 1 2.6 P.T. 24' O.C. TYP. /
OPTI
' jj
TYP.O" 3/' &G PLYBOARD I .'•., "'OF
P • ..
I
2.4 SOLE PLATE H24 OR EQUIVALENT. SEE /� •' •.. ` O R 10
I TABLE 2 FOR QUANTITY AND ••... �S ......... i •••` \G `��
FLOOR FitA1,11NG MA7G I SPACING. �' S
O �1// 7IV A
J ����1111111\\
L"J I Q
4=
L"� Ee L� t--- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --- CD Matthew T. BoldWin P.E.
-VARIES 6'-0' TO 1 -B
- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --- Florida License #64608
--VARIES 6'-0' TO 13'-8'
END ELEVATION END ELEVATION FLOOR JOLST, SEE SCHEDULE FOR SIZE
WITHOUT DOOR WITH GARAGE DOOR D
(ONLY ON ENDWALL) FLOOR FRAMING PLAN F m Sheet: SSB—� OF 1
- - - --_ L 2 MEMBERS; PROVIDED TNAT THE ADDED, BEND DOES NaT INTERFERE
SHED WIOM K1 X2 X3
T &
0
CL
rf 4
244 JW
(2) 2'd' LAID FUT 16 0' 0' 1 ' 616 _ �: i " •2"
` ••••LAC E NSF •••••'• %'�
I I NABI6 ARE {WVE (4)V -
I
9nM ONLY. 3'!' Y(aE SNES (y E£IB tK
L_L)S////Jw/
T[4 BLOCKING 0 p I L—
END WALLS I Cuff) �
34 BLOCKING •_� I Q
2'x6' Lao FIAT I � '' • �
I9 1 2.6 P.T. 24' O.C. TYP. /
OPTI
' jj
TYP.O" 3/' &G PLYBOARD I .'•., "'OF
P • ..
I
2.4 SOLE PLATE H24 OR EQUIVALENT. SEE /� •' •.. ` O R 10
I TABLE 2 FOR QUANTITY AND ••... �S ......... i •••` \G `��
FLOOR FitA1,11NG MA7G I SPACING. �' S
O �1// 7IV A
J ����1111111\\
L"J I Q
4=
L"� Ee L� t--- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --- CD Matthew T. BoldWin P.E.
-VARIES 6'-0' TO 1 -B
- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --- Florida License #64608
--VARIES 6'-0' TO 13'-8'
END ELEVATION END ELEVATION FLOOR JOLST, SEE SCHEDULE FOR SIZE
WITHOUT DOOR WITH GARAGE DOOR D
(ONLY ON ENDWALL) FLOOR FRAMING PLAN F m Sheet: SSB—� OF 1
I I NABI6 ARE {WVE (4)V -
I
9nM ONLY. 3'!' Y(aE SNES (y E£IB tK
L_L)S////Jw/
T[4 BLOCKING 0 p I L—
END WALLS I Cuff) �
34 BLOCKING •_� I Q
2'x6' Lao FIAT I � '' • �
I9 1 2.6 P.T. 24' O.C. TYP. /
OPTI
' jj
TYP.O" 3/' &G PLYBOARD I .'•., "'OF
P • ..
I
2.4 SOLE PLATE H24 OR EQUIVALENT. SEE /� •' •.. ` O R 10
I TABLE 2 FOR QUANTITY AND ••... �S ......... i •••` \G `��
FLOOR FitA1,11NG MA7G I SPACING. �' S
O �1// 7IV A
J ����1111111\\
L"J I Q
4=
L"� Ee L� t--- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --- CD Matthew T. BoldWin P.E.
-VARIES 6'-0' TO 1 -B
- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --- Florida License #64608
--VARIES 6'-0' TO 13'-8'
END ELEVATION END ELEVATION FLOOR JOLST, SEE SCHEDULE FOR SIZE
WITHOUT DOOR WITH GARAGE DOOR D
(ONLY ON ENDWALL) FLOOR FRAMING PLAN F m Sheet: SSB—� OF 1