HomeMy WebLinkAboutConstruction Plans"kvo`1-u!V-�
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
A CHORI G TO CONCRETE
SHED WIDTH
UPLIFT (PLF)
ANCHOR SPACING
20'-0"
400
13'-8"
280
3'-0"
i l'-8"
240
3-0
10'-0"
200
3-0"
160
3-0
6'-0"
120
3-0"
TABLE 2
SKID RUNNER SPACING*
SHED WIDTH
Xt
X2
X3
13'-8"
1'-104"
1'-104"
1'-10}"
11'-8"
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. IS -El" WIDE SHEDS HAVE (4) SETS OF SKIDS.
30" AUGER ANCHOR
INSTALLED _P_ER MANUFACTURER'S
1INSTRUCTIONS. �EYELEI-AT
AXM iMUM 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)j"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
CO CREPE BLOCK QUALITY
CEMENT AND SAND MIX
II
4"x8"x16"
3500LBS
CO CRETE BLOCK QUALITY
CEMENT AND SAND MIX
III
16"x16"
3950LBS
ABS PLASTIC PADS
IV
8"x8"x16"
1900LBS
CO CRETE BLOCK QU LITY
CEMENT AND SAND MIX
• BASED ON 2000PSF SOIL BEARING CAPACITY (2000PSF IS TYPICAL)
NOTES
1. HOLLOW OR SOLD CONCRETE BLOCKS (8"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"
1936LB
I, II, III, OR IV
1879LB
I, II, III, oya
11'-8"
SW/DW
6.00/480
0" TO 6"
6'-0'
25581-8
I, II, III, OR IV
2558LB
I, II, III, OR N
10'-0"
SW/DW
5.00/400
Cr TO 6"
6'-0"
2400LB
I, II, III, OR IV
2400LB
I, II, III, OR
SW
4,00/320
0" TO 6"
6'-0"
2029LB
I, II, III, OR IV
2133LB
I, II, III, OR IV
6'-0"
SW
3.00/240
0" TO 6"
6'-0"
16581-13
I, II, III, OR IV
18661-8
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.
2001 - b327
rw�
r °40 a..
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***
7.00
243
0'-0� S-O"
10'-0"
1 1 •-8"
6.00
20-8
0�-0 50 3�
_ 10-O.,
10'-0"
5.00
174
0'-0" TO 3'-O"
10'-0"
8'-0"
4.00
138
O'-0" TO S-T
10'-0"
6'-0"
3.00
104
0'-0" TO S-T
10'-O"
TABLE B
30" AUGER ANCHOR SPACING - DOUBLE WIDE
SHED WIDTH
LW*
UPLIFT (PLF)
END ANCHOR**
MAX. INTERIOR SPACING***
20'-0'
10.00
400
O'-0" TO 3'-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 GALVANIZED `"-
2'x2" GALVANIZED WASHER
WITH 1/2" NUT
1/2" THREADED ROD
x2 V�ASHEFi-=
t WITH I&'NUT a a- y _- �, �"
-�"
OPTIONAL FOR "HIGH SET" -
NOTCH OR COUNTERSINK BOLT
THRU 2"x4" BOTTOM PLATE
1"'1/2�`THREADEDROD'--
EYES BOLTED TOGETHER WITH 1/2"x2"
_
OPTIONAL 'FOR HIGH. SET' - - '°
BOLT & NUT WITH (2)2'x2' GALVANIZED
1/2' COUPLER
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 FOR DEG LYEBOY LT ` r
• mac=• e <- -
MIN.
a e e"
WEDGE ANCHOR INTO SLAB
THRU 2"x4" P.T. BOTTOM PLATE
_____�__ MIN.
I
I FOR SPACING)
1e---�-_- ------
`"
$
EYES BOLTED TOGETHER WITH t/2
(SEE TABLE
BOLT &NUT WffHl(2)2'x2 GALVANIZED " TYPE I II III OR IV"PAD WITH
BLOCK NG .REQUIRED (SEE TABLE 3).
WASHERS (2 OOOLB.SHEAR CAPACITY) _ _4
1/2"x3' (400 LB.)
CONCRETE WEDGE ANCHOR
SIMPSON A-24 CONCRETE SLAB BY OTHERS THROUGH
CLIP OR EQUAL LOCAL CODES AND JURISDICTION
CONCRETE SLAB BY OTHERS THROUGH
LOCAL CODES AND JURISDICTION
(SEE TABLE 1 FOR SPACING)
30 EARTH AUGER ANCHOR - ,.q, ,,^�+•
(SEE TABLE 4`FOR SPACINGfr
'
SHED WITH SKID
SHED
WITH 'NO FLOOR' OPTION
WITH SKID SHE
D
ANCHORED TO CONCRETE
ANCHORED
TO CONCRETE
PTO PAD; .ORBLOCKINGt
=-
TIE
-DOWN DETAILS
CODE VERSION
FBC 2017 6th EERb", ASCE-7
MANUFACTURER
SUPERIOR SHEDS
BUILDING TYPE
VIANUFACTURED IlD1sro1G
RESIDO LABURAGE
CONSTRUCTION TYPE
V-B
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
SFORAOE
ALLOWABLE NUMBER OF STORIES
I
BASIC WIND SPEED
Vn-200mph
EXPOSURE
D
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFFICIENT
+/- 0.18
IMPORTANCE FACTOR
1.15
ROOF DEAD LOAD
iOPSF
ROOF LIVE LOAD
2OPSF OR 3001ho
FLOOR DEAD LOAD
BPSF
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
L- DUN "0 SOFT.
1 2017 FBC
2 GROUND ANCHOR 6' A.F.G MAX, ANCHOR EXTENSION 5/26/18 MTB
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GENERAL NOTES
1. 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.
4
V
7/13/19
aftheW T; 6aldWln P:F
FJDtidD License #64608
Sheet: AD-1 OF 1
Mm
2x4 BLOCKING
2x4 SOLE PLATE
FLOOR FRAMINE
MITEK OR ALPINE 2"x5"
OR EQUAL
3:12 MIN.
8•i2 Mix. 2"x4" COLLAR
2x4 SOLE PLATE
FLOOR FRAMING
I ��I
r-S
VARIES 6'-0" TO 13'-8"
ELEVATION CROSS—SECTION
TYPICAL ARCH FRAME
VARIES 6'-0" TO 13'-8"
END ELEVATION
WITHOUT DOOR
PSI APPROVAL 2018-01-16
MITEK OR ALPINE
OR EQUAL
2x4 BLOCKING
ENO WALLS
2x4 SOLE PLATE
Vi
I�l
C—S
VARIES 6'-0" TO 13'-8"—
END ELEVATION
WITH DOOR
VARIES 6'-0" TO 13'-8"
END ELEVATION
WITH GARAGE DOOR
(ONLY ON ENDWALL)
Plam R-i—vi 'C Mani., PE
�: ••
FL PE CM79, LA PE F42017
LSU0.LMU02436, TN PEt120939
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"'--� ' Y(�;: •.ey.....
" D.C.
I
CODE VERSION
p14 NEc EAlbn, AxE-7.
MANUFACTURER
SUPERIOR SHEDS
BUILDING TYPE
uFACTURm BUILOI c
RESIDENTIAL u N sTORACE
CONSTRUCTION TYPE
V-B
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
1
BASIC $ND SPEED
Var-1BOmph
EXPOSURE
C
ENCLOSURE
ENaAsm
INTERNAL PRESSURE COEFFlCIENT
+/- 0.16
IMPORTANCE FACTOR
1.16
ROOF DEAD LOAD
IOPSF
ROOF LIVE LOAD
3OPSF OR 3001b POINT LOAD
FLOOR DEAD LOAD
topw
FLOOR LIVE LOAD
STD. 76PSF - 125PSF OPT.
•R' RATING OF WALLS, FLOOR, ROOF
N/A
71
—any
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
No
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
1719 sOFT. OR LESS .
4"x4" P.T_ ATTACHED WITH
H24 OR EQUIVALENT. SEE
TABLE 2 FOR QUANTITY AND
SPACING.
Q_. _.,.. -, MTB
Date:
—j 11/19/15
Scala
NA
Ctf add. SS-CI-180CR1
W
1. FOUN- PLANS ARE-No'T PARr OF This PLAN SET AND ARE
GOVERNED BY LDCAL ��IIIlPoSLACLION.
2. THIS BUDDING IS E7rE7%Pf FTLaM IRE FBC ENS= CONSERYATION
CODE 3. RF}RT 7�jo T�jE�-0p��N1 DILTNLS FOR PROPER INSTAUAnON
REWIREILENLs n) L(EET CODE
4. ALL ruos. RWFIERSi. TRUSSES. ETC. ARE 2.4 /2 SPF. EXCEPT
AS N=.
S. STRUMR ES OVER 40D SO. FT. VfILL HAVE AN So- MINIMUM
6. GUTTERS TO BE INSTAIIED ON -SITE BY OTHERS THRU LAUD_
CODES
Z 7. ALL YRNDO" AND Doors TO MEET THE MINIMUM SPECIFICAnoNs
AS FuomnA BUMINc CODE
Z B. FuT (/ETAL STRAPS CAN BE BENT AROUND STRUCTURAL MEMBERS
OF ALL SN05, TRUSSES, CHORDS, ETC TO HELP SECURE THESE
M BETS PROVIDED THAT THE ADDED BEN OOES NOT INTERFERE
AW EXISTING BRAN6 BENDS IN THE STRAP.
T• e
......
•-10ENcF•
STATE r 4, `
Q i0 F�ORION
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it
MottheW T. BaldWin P_E-
Q Florida License #64608
Lii
z
W sheet. FBPR-2 OF 6
�
_44 P.T. POST
(SEE DETAILS)'
4'&6' OPTIONAL PORCH-1 END WALL
PSI APPROVAL 2018-01-16
*DOOR &WINDOW LOCATION5 VARY
`
SEE HEADER DETAIL
r
Plans R~i Victor Martin, PE
FL PE A823T9, LA PE "2D17
LSUCCC NU02936, TN PE 912D939
WALL SHEATHING OPTIONS:
.r'•���—"�i
—
^
—�
+�
2x4 JACK STUD
4x6 P-T. POST
VARIES2"
SEE HEADER
DETAIL
RUNNER
INSIDE
1 MAX
VARIE
w_
///
//
/ // /
/ /
/
/ /
/ // /
/ //
xxJAMES
/
/
- CORRUGATED ALUMINUM
- D4 ALUMINUM SIDING
- �" OR J" T1-11 SIDING
JAMES HARDEE PANEL OR EQUIV.
HARDEE HORIZ_ SIDING LAP OR EQUIV_BUILDING
GAUGE CORRUGATED STEEL METAL SIDING(RUN ANY DIRECTION)
- THERMOPLY BLUE 0.136 THICK WITH VINYL SIDING
)
- (ON
CODE INFORMATION
CODE VERSION
�1 �'' pA E A�-7.
MANUFACTURER
SUPEF= SHEDS
TYPE
uF 1ED Bunco29
sroRACE
R=Cfn& LA1x4
CONSTRUCTION TYPE
V-B/
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
1
BASIC WIND SPEED
V-1B0mPh
EXPOSURE
c
6' O.C. MAX.
ENCLOSURE
ENCLOSED
'
END WALL
INTERNAL PRESSURE COEFFICIENT
+/- DAB
IMPORTANCE FACTOR
1.15
2x4 STUDS @
24" Q.C. MAX.
2x4 SOLE PLATE
FLOOR FRAMING
ROOF DEAD LOAD
1OPSF
ROOF L14E LOAD
3OPSF OR 3001b POINT LOAD
FLOOR DEAD LOAD
1Opw
'
NOTE: WALL FRAMING MEMBERS ARE CONTINUOUS FROM
FOUNDATION SILL TO ROOF AND SECURED TO ENSURE A
CONTINUOUS LOAD PATH. WHERE WALL MEMBERS ARE
SOLE PLATE NOT CONTINUOUS, SHEET METAL CLAMPS, TIES, OR CLIPS
0.039" SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS
NAILS THAN 0.040" NOMINAL THICKNESS.
'
FLOOR LIVE LOAD
STD. 75PSF - 125PSF OPT.
'R' RATING OF WALLS, FLOOR, ROOF
N/p
ALL STUDS SECURED TO
AND FLOOR FRAMING WITH
STANDARD WALL DETAIL (1 mm)x12" STRAP W/6-10d
WITH DOOR & WINDOW OPTIONS OR EQUAL
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
No
SHELTER uspcE
No
SQUARE F
SQUARE FOOTAGE
719 SOFT. OR IFSS
onnclnNLc
OOR SHEATHING:
3/4" PLYWOOD
3/4" P.T. PLYWOOD
3/4" T&G
3/4" P.T. T&G
TABLE 2
SKID RUNNER SPACING*
SHED WIDTH
X1
X2
X3
13'-8"
1• 10001"
V-10}"
1•_164"
11'-8"
2'-8"
6'-4"
-
10'-0"
V-7-
6'-10"
-
8'-0"
0 -9"
W-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.
2x4 P.T. S.Y.P_ #2 PULLING
BLOCK
2x6 P.T. 24" O.C. TYP.
OPTIONAL 125PSF ED 16" O.C.
TYP. WITH 3/4" T&G PLYBOARD
4"x4" P.T. ATTACHED WITH
H24 OR EQUIVALENT. SEE
TABLE 2 FOR QUANTITY AND
SPACING.
FLOOR FRAMING PLAN
Z MTB
Q Date:
J 11/19/15
0- Scala
N A
°d�' SS-CI-180CR1
Ld
I. F OARON PLANS ARE Nor PART OF THIS PLAN SET AND ARE
Q 2 GOVERNEDBY
IS�EXEMPTFROM THE FBC ENERGY CONSMVATION
CODE PER SECTI 1015T2
3_ REF7:R 77[O1 TIE— DETAILS FOR PROPER INSTALLATION
RFpUIROlEN15 TO EET CODE. ,
4AS NOTED.' RAFTERS, TRUSSES. ETC. ARE 2x4 /2 SPF, EXCEPT ,
5. STRUCTURES ayER 400 So. Fr. *LL HAVE AN 80• MINIMUM I.
DOOR.
S. CUTTERS TO BE INSTALLED ON—SrrE By OTHERS THRU LOCAL.
Z 7. ALL CODES.
AND DOORS TO MEET THE MINIMUM SPECIFICATIONS
Z As PER FLORIDA Bu1LD1NG CODE .
a. FIAT METAL SIRAPS CAN BE BENT AROUND STRUCTURAL MEMBERS
OF WALL SNOS, TRUSSES, CHORDS, EEO. TO HELP SECURE THESE
\ ME1leETs: PRq'IDED THAT THE ADDED BEND DOES NOT INTERFERE
/�— DDSI G OTA�Q•5 IN THE aTRAP.
O ���T .
STATE r 4,j `
� pp
FL0RIDa _•••��
G�
............... • ' ���
IO A,c�d 111
Matthew T. Baldwin P.E.
J Florida License #64608
J
Q Sheet: FBPR-3 OF 6
PSI APPROVAL 2018-01-16
Side Wall Header Schedule 0 80C)
Size
Building Width
Fasteners w/ strap
(each end)
Up to 14' Wide
Max. Span
NJ{b}
1-411x4"
6'-011
0
3 — 3" x 0.131" nails
4"x4" w2"x4"
81-011
1
6 — 3" x 0.131" 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 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 STUDS
EXTERIOR
SHEATHING
i
12"x12" OR 16"x4" BETWEEN
WALL STUDS. VENT IS SECURED
TO SHEATHING AS PER
MANUFACTURERS INSTRUCTIONS
HYDROVENT DETAIL
(OPTIONAL).
N
SOURCE
L
G.F.I.
OUTLET
u!
!a
:) 2"x4" WITH 1 /2" PLYWOOD
OSB FILLER OR (1)4"x4"
SIDE WALL WINDOWS
& DOORS
rkwtek �.
PI.. Renew: Victor C. Martn, PE
End Wall Header Schedule (180q
strap
Size{ }
Max. Span
NJ{b}
(F�aseach n
(each end){c}
1-2"x4"
6'-0"
0
4 — 3" x 0.131" nails
2-2"x4'(c)
9'-0"
0{d}
6 — 3" x 0.131" 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. Laid flat
d. No Jack studs, but 2x6 studs laid flat.
*NOTES
1. SEE FASTENER SCHEDULE FOR HARDWARE REQUIREMENTS.
2. SEE HEADER SCHEDULE FOR ADDITIONAL INFORMATION.
3_ WINDOW HEADERS HAVE COMBINED 50% OR MORE WALL FRAMING ABOVE
AND BELOW, OTHERWISE REFER TO DOOR HEADERS.
SINGLE 2"x4"
HEADER
END WALLS WINDOWS &
DOOR 6' WIDE OR LESS
NOTES —OPTIONAL ELECTRIC
—ALL WIRING SHALL BE 14 GAGE 3—WIRE MC CABLE.
—ENCASE IN ALL METAL BOXES.
WIRING DIAGRAM
(OPTIONAL)
URT NDD2G36 TN PEQ 39
2"x4"
4"x4"
4"x4" W/2"x4"
.�J
CODE VERSION
BUILDING TYPE
;; r"ulunryu
R®DOinF1 U 57oRhCE
CONSLRUCDON TYPE
V-B
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
1
BASIC WINO SPEED
V_180,"
ENCLOSURE
ENCLOSED
INTERNAL- PRESSURE COEFFICIENT
+/- 0.18
II,IPORTANCE FACTOR
t_t5
ROOF DEAD LOAD
IOPSF
ROOF LIVE LOAD
3OPSF OR 3001b POINT LOAD
FLOOR DEAD LOAD
IOPSF
FLOOR LIVE LOAD
STD. 75PSF - 125PSF OPT.
V RATING OF FALLS, FLOOR, ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
719 SOFT. OR LESS
REVISIONS
MTB
Date:
11/19/15
Q_ Scafe:
N/A
�/ odel
LLJ SS—CI-180CR1
P— L_ FOU CIATION PVJtS ARE NDT PART OF — PLAN, SET AND ARE
CavFRNED BY LAGL JUPoSDICRON_
Q 2. THIS BUILDING IS E7FtiPT FRD4 THE FBC ENew CONSETNARON
CODE PER sEcnoN tot5s2.
3. 1= jjOO�11E-DO DETAILS FOR PROPER INSTALLATION
REpAIiEALQtis TO EET CODE
4. ALL STUD% RAFTERS, TRUSSES, ETC ARE 2.4 (2 SPF. EXCEPT
As NMED.
6. 57RUCTURES OVER 4o0 SO. FT. WILL HAVE AN Bo• MINIML V
DOOR
& CURERS TO BE INSTALLED ON -WE 13Y DIHERS THRU LOCAL
CODES 1�
7. ALL 'NDoWs AitD Doors TO FEET THE WN14UA1 SPEOFICABONS
Z AS FLOPoDA BIULmNO CODE.
8. FLAyTV/ IALTAL SIVAPS CAN BE SENT AROUND STRUCTURAL UdiB RS
ORDS, ETC. TO HELP SECURE MM
Z f lEN6ER5 PROV DED THAT THE ADDED BEND ES Mar IW RFERE
F]QSTINC BNISES I THE STRAP.
Z . w T
O � ;�� � 1
O
STATE 4,1
W FL0RtoP =
� 1►►►!!l1111�
w MattheW T. BaldWin P.E.
QFlorida License #64608
LLJT Sheet. FBPR-4 OF 6
Plans Revi- v" n:ttor c. Martin, PE
FL PE 982379, LA PE #42(017
Lsuccc VU02436, TN PE OU0939
Fastening Schedulefr)
(FBC: Table 23D4.10.1)
29. Mist to band joist
PSI APPF
_
21 6
cageSte
face nail
Connection
Fastening[a,ml
Location
130. Ledger strip
3 x 0.162')
4 - 3'x m31 nails
4 -3' 14 gage staplesI
Face nail at each joint
1. Joist to sill or girder 13
!3
-8d commom (2 1/2'x 0.13V)
-3' 14 gage staples
toenail
2. Bridging to joist 12
12
12
-8d common (2 112'x 0.131')
-3'x 0.232' nails (toenail
-3" 14 gage Staples
each end
31. Wood structural panels and particlebo ardibl
Subfloor. roof and wall sheathing (to framing)
Sinq!e floor (combination subfloor-underlarymentlo
1/2' endless 6d(c.l.qJ
2 30 x 0.113' nailfnl
1 3/4' 16 gegefol
19137 to 314, OdM or 601
3. Vx 6' subfloor or less to each joist 12
-8d common (2 112"x 0.131')
face nail
1. Wid6F th 4' )i 6" 13
8d COMR19FI'l (2 11'22 X 0.131")
a9
5. T subfloor to joist or girder 12
9
- 16d common (3 1/2'x 0.162')
blind and face nail
framing)
2 318* x 0.113' nailfpJ
T 16 gage(pl
7/8* to 1, 8dfcJ
1 1/8' to 1 1/4' 1 0d(dJ or "dJ
314' endless Cd{c}
7f8* to 1, 8d[cl
1 1/8* to 1 114" 10d{d} or ticl(c}
6* o.c. Edges and intermediate, 4' o.c. at
component and cladding edge strip4 zone 3
[refer to Figure 30.5-1 of ASCE 7)
I
I
Schedule
6. Sole plate to joist or blocking
Sole plate to joist at blocking at braced wall
16d (3 1/2'x 0.135) at 16" D.C.
Xx 0.131 nails at 8' D.C.
3' 14 gage staples at 12. D.C.
3 -16d commorl (3 112"x 0.135) at 16" o.c.
4 -3'x 0.131' nails at 16' o.c.
4 -3' 14 gage Staples at 16' D.C.
Typical face nail
braced wall panel
CODE INFORMATION
CODE VERSION
RIC 2017 EdU- ASCE-T.
se, lize
MANUFACTURER
SUPERIOR WEDS
BUILDING TYPEpanel
RES GENT AL LA SroRAtE
CONSTRUCTION TYPE
V-9
7. Top plate to stud 12
13-
-3. 16d common (3 1/2'x 0.162)
x 0.131' nails
3 -3' 14 gage staples
end nail
FIRE PROTECTION
NONE
32. Panel siding (to framing)(cIl
1/2' or less
5118*
FIRE SUPPRESSION SYSTEM
NONE
8. Stud to sole plate
12
4 -8d common (2 112"x 0.131")
4 -3"x 0.131"neils
3-3' 14 gage staples
-16d common (3 112'x 0.162')
3-3. x 0.131"nals
3 - 3* 14 gage siaples
toenail
end nail
33. Fiberboard s he-athingfg,cll
1/2* and less No. 11 gage rocling nailfhl
6d common nail (T x 0, 113')
No. 16 gage staple(i)
25137 No. 11 gage roofing nailJh}
8d common nail (2 1/T x 0.131')
No. 16 gage staple[}
I
1 i6' D.C. Edges and intermediate
OCCUPANCY
sTORAGE
ALLOWABLE NUMBER OF STORIES
1
BASIC YfIND SPEED
Y-laornish
EXPOSURE
C
ENCLOSURE
ENCLOSED
34. Interior paneling
1/4 4dfi}
13/8, 8d(kJ
'6" D.C. Edges and intermediate
INTERNAL PRESSURE COEFFICIENT
0.18
9. Double studs 116d
i3
(3 11T x 0.135")-at 24' o.c.
x 0.131' nail at 8* D.C.
3 : 14 gage staples at 8' D.C.
face nail
IMPORTANCE FACTOR
1.15
a. Common or box nails are permitted to be Used except where otherwise stated.
b. Nails spaced at 6 inches on center at edges. 12 inches at interrilediate supports except 6 inches at supports where spans are 43 inches or more. For nailing of
wood structural panel and particleboard diaphrams aid shear walls. refer to Section 2305. Nalls forwall sheathing are permitted to be common, box or Casing.
4,
c. Common or deformed shank (6d - 2" x 0.1 1�% 8d - 2 1f2" x 0.131', 10d - 3" x 0.1' 8").
d. Common (8d - 2" x 0.113"; 8d - 2 1/2" x 0.131'; 10d - 3" x 0,148").
a. Deformed shank (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131". 10d - 3" x 0.148").
f. Corrosion -resistant siding (6d- 1 7/6'x 0.106"., 8d - 2 3/8!'x 0.128") or Casing (6d- 2" x 0.099". 8d - 2 1/2'x 0.113") nail.
g . Fasteners spaced 3 inches on center at exterior edges and 6 inches on center at intermediate supports, when used as structural sheathing. Spacing shell be 6
inches on center on the edges and 12 inches on center at iraer-machate supports for nonstructural sheathing.
h. Corrosion -resistant roofing nails with 7/16-inch-diameter head aid I 112-inch length for 1/2-inch sheathing and I 314-inch length for 25/32-inch sheathing,
I. Corrosion -resistant staples with nominal 711&n inch crown or 1-irch crowand 1 1/4-inch length for 1/2-inch sheathing and 1 1/2-inch length ior25/32-inch sheath;n
Panel supports at 16 inches (20 inches if strength axis in the long direction OF the panel, unless otherwise marked).
J. Casing (1 1/2" x 0.080r') or finish (1 1/2" x 0.072") nails spaced at 6 inches on panel edges. 12 inches at intermediate supports.
k. Panel supports at 24 inches. Casing or finish nails spaced at 6 inches on panel edges. 12 inches at intermediate supports.
1. For roof sheathing applications. 8d nails (2 1/2' x 0.113") are the minimum required for wood structural panels.
m. Staples shall have a minimum crown width of 7/16 inch.
n. For roof sheathing applications, fastemers spaced at 4 inches on center at edges, 8 inches at intermediate sLr ppoits.
o. Fasteners spaced at 4 inches on center at edges, 8 inches at intermediate supports for sut-floor arid wall sheathing and 3 inches on center at edges. 6 inches at
intermediate supports for roof sheathing.
p- Fasteners spaced at 4 inches on center at edges. 8 inches at intermediate supports.
q. See Fastener Alternate Schecitile.
r. Fasteners most be installed with even spacing between them across attaching member.
ROOF DEAD LOAD
IOPSF
jO. Double top plates 116d
Double top plates
11. Blocking between joists Or rafters to top Plate
(3 11T x 0.135') at 16" D.C.
3' X 0.131' nail at 8' D.C.
14 gage stapes at 8" D.C.
�3"
18 -16d common (3 1/2'x 0.162T)
12 - 3" x 0.131' nails
12 - 3" 14 gage staples
3-8dcommon(21/2"x0.131')
1 3 -3' x 0.131'rials
13 -3" 14 gage srap!es
Typical face nail
lop splice
toenail
ROOF LIVE LOAD
3OPSF OR 30011, POINT LOAD
FLOOR DEAD LOAD
1OPSF
FLOOR LIVE LOAD
STD. 75PSF - 125PSF OFT.
V RATING OF WALLS. FLOOR, ROOF
N/A
MODULES PER BUILDING
I
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
No
SQUARE FOOTAGE
719 SQUFr. OR LESS
12. Rim joist to top plate
1 Sd (2 1/2- x 0.131-) at 5- D.C.
13"x 0.131 nails at 6' o.c.
1
j3' 114 gage staples at 6' D.C.
toenail
REVISIONS
REV
DESCRIPTON
DATE
BY
13. Top plates, laps and intersections
2 -16d common (3 1i2'x 0.1621
13 -3, X 0.139' nails
3 -3' 14 gage staples
face nail
A. Continuous header, two pieces
I led common (3 1112'x 0.162')
16, D.C. Along edge_
15. Ceiling joists to plate
3 -8d common (2 1/2"x 0.131')
5-3'x 0.131'nals
13-3' 14 gage staples
toenail
I
Alternate Fastening_achedule j
Connection Fastening
==F-
ALT 31-33. Wood structural panels and particleboard 1112" and less 2" x 0.092'Ring Shank Nail -
Subfioor, roof and wall sheathing (to framing)
Strap & Simpson Strong -Drive® SD Screw Schedule Strap & Fastener
16. Cominuous. headerto stud
14 -8d common !2 1/9"x 0.131')
Itoenail
z
Dm*n Ely-.
MTB
17. Calling joists, laps over partitions
(SeeTable 2308.10.4.1)
3 -16d common (3 V2"x 0.135") minimum, Table 2308.10.4.1
4- 3' x 0.131 nails
14 - 3' 14 gag- staples
face rail
I
<
J
Dot.:
11/19/15
18. Ceiling joists to parallel rafters
(See Table 2308.10.4.1)
13 -16d common (3 1/2'x 0.135') minimum. Table 2308.10.4.1
14 - 3- x 0.131 nails
14 - 3' 14 gage staples
14-3'
race nail
N/A
LLJ
SS-CI-180CRI
PartililDesc.
Uplift
Wall fastener
RafterFastener
Platel'astener
Part#[Desc.
Uplift
Wall fastener
RafterFastener
PlateFastener
79. Rafter to plate 13 -8d common (2 112"x 0.131')
3-3 x 0.131*nal,..;
3 - 3' 14 gage stap!es
<
�E� NMFS
1. =N PLANS ARE hiar PART OF THIS " SET AND ARE
SY LOCAL iuiasoicnoN.
2. THIS BUNG is EXEMPT FROM THE FOC ENERGr CONSERYATION
CODE PER SECTION 1015-M
3 DEaFOR PROPER INSTALLATION20.
4. ALL STUDS. RAFrERs. TRussEr% Err- ARE 2x* 42 sm. ExcEPr
As NOTED.
5. STRUCTURES OVER 400 SO. FT. WILL KAYE AN 80" hNit"
DOER
S. CUTTERS To BE INSTALLED ON-SrTE By OTHERS THRU LOCAL
CODES.
71 ALL YftNDQ*S AND DOORS TO MEET THE MINIMUM SPECIACATIONS
AS PER FLOFUDA BUWJNG CODE
B. FLAT METAL STRAPS CAN BE BENT AROUND STRUCTURAL MEMBERS
06WALL STUDS TRUSSES. CHORDS, ETC. TO HELP SECURE THESE
8
BERS; PROWDED THAT THE ADDED BEND DOES Nor INrOxFmE
*ITH MY Dasiritio-OWES/13ENDS IN 'DiE STRAP.
Rafter
H1
435
-6-SDR0.5"
4-SD9x1.Y
Rafter fbJ
HI
400
MdxV511
4-8d
H11Z
750
&SDlOx2.3'
6-SD1.Cx2.7
Hl 1Z
750
6-16&2.5"
&166(2.5"
H2A
495
5-SDGX1.5"
S-SORK15'
2-SD9x1.5"
H2A
495
5-8d(i 61,
5-8dx1i.6'
2-8cb(l.5"
1- Diagonal brace to each stud and plate
2 -8d common (2 112'x 0.131-)
12-3 , x 0.131 nails
I 3 -3* 14 gage Staples
face nail
H2.5A
54.0
5-SD9)(1.5"
5-SD9x1.5"
H2.5A
535
5-8d
5-8d
H2.5
410
5-SDR(l.5"
5-SD9(1.5'*
H2.5
410
-
5_8d
5-8d
H2.5T
545
5-SDR05'
5-SDO-0.5"
H2.5T
545
5-8d
5-8d
21. 1' x 8' sheathing to each bearing
13 -8d common (2 V2"x 0.131")
Race nail
H2A
495
7-SD9x 1 .51.
5-SO9xl.5"
-
495
7-8d(1.5"
5-8*1.5"
22. Wider than 1" x 8' Sheathing to each bearing
co
13 -8d _m'mon (� IJ2'x 0.131')
taco
e nail
H.3
320
4-SD9x1 .5.1
4-SD9x 1.5"
H3
no
4-8d
4-8d
23. Built -up comer suds
16d common (3 1/2* x 0.16 2-)
3"X 0.131 ne:ls
Y 14 gage staples
.
24 o.
16' D.C.
116' D.C.
H4
280
4-SD9x1.5
4-SD9)(1.5"
I
H4
235
4-3d
4-8d
H5
415
4-SDS(l.5"
4-SDgx 1.5--
1
H5
265
48d
48d
LTS-12
895
6.SDW.51*
6-SIDO-K 1.5"
LTS-12
620
6-lod(I.51,
6-1Odxl.5"
LTS-16
1075
6-SDSN( - .51,
6-SD9(1.5"
24. Built-up girder and beams
20d common (4x 0192") at 32' o.c.
Yx 0.131' nails at 24' o.c.
3- 14 gage staples at 24' o.c.
2-20 common (4x 0.192')
3 -3"x 0.131"nails
3 -3' 14 gage staples
If
rail at t
I lop and bottom staggered on
opposite sides
face rail at ends and at each splice
LTS-16
620
8_10d(i.511
6-!Odxl.5"
Ld
Elf
L_Lj
T J/
\N &,q //
.............
1q,
\\CEN-e
-)3 STATE
.00 0•OF
.0
0 R 1
.........
/0 N 1N
J
ill, I I I
LTS-18
1235
6-Sua(l.b..
6-SDW.5"
LTS-18
620
6_10d)(1.51:
6 _A, Odxl.5"
LTS-20
1215
6-S .51.
6-SM1.5"
LTS-20
620
6-10ck7.51,
6-10d0.5"
MTS-12
895
7-SD9x 1.5"
7-SD_Qx1.5"
MTS-1 2
850
7-10d(9.5"
7_10dx1.5"
L4411�6
1075
7-SDN1.51,
7-SD9(1.5"
7--sm,
IvITS-1 6
860
1 7-10&11.5"
7-',Qdxl,5"
M
1255
7-SD9x 1 5.
5.
IVITS-18
850
1 7-JO&J.5"
7-10dK1.5"
NlTS-20
1255
7-SD9(1.6,
7-SD9x1.5"
MTS_ 20
850
7-1 Odic , 5"
7-4 0dx1.5"
ParblifDesc.
Uplift
Column Fastener
Rafter Fastener
Part#lDesr-
Uplift
IColumnFastener
RafterFastener
25. 2' plar --ks
� common 1�2x 0.162*)
L
mor
let each bearing
Porch
A21
A23
A33
2-SD9(1.9'
4-SDQ(1.5"
4-SDGX 1.5"
2-SDR(I.5
1
4-SD9( .5"
4-SDW.5"
Porch
A21
A23
A33
245
585
750
2-10(10.5"
4-1 Od(1.5"
4-1 Od
2-10d(I.5"
4-10dx1.5"
4-1 Od
26. Collar tie to rafter
�'
, OFF _
(3. x 0.148)
4-3 . x 0.131 nails
14 -3' 14 gage staples
iface rail
Part#lDesc.
Uplift
Wall fastener
Floor Fastener
27. -lack rafter to hip
13 - 1 Od common.is 0. 148')
!4 -3'x 0.131 nails
4 -3' 14 gage staples
i2 -16d common (3 112'x 0.16'2')
3 -3- x 0.131'rials
if 3 - 3' 14 gage staples
toenail
face rail
Part#]Desc.
Uplift
Wall fastener
Floor Fastener
Wall to Floor(a)
LS-FA-18
1.235
7-SD90.5"
7-SDQ-(l.5"
Wall to Floor{c}
LSTA-18
1.110
7-10d
7-10d
PartXDesc.
Uplift
Wall fastener
Floor Fastener
Part#lDesc.
Uplift
Stud fastener
Header Fastener
Tie -Downs
1 �OGEL 4 Et
4.725
7-M� �1
TP-35
NIR
5-3*x 0.131"
5-3-x 0.131'
T1
A"n'Rc
4.300
Headerfdl
1
4.725
S-Z'X 0.1311"
5_3"x 0.131'
a. Only needed on aluminum sheathing walls.
b. Headers over 6'sp;n.
Part#/Desc.
Uplift
Wall fastener
Floor Fastener'
Tle-Downs,
20Ga. 1-1/4" Wide
4.725
7-10&1-.5"
TM
28. Roof rafter to 2-by ridge beam
12 -16d common (3 1/2"x 0.162)
3-3'x 0.131'neils
:3 -3' 14 gage Staples
�on 2 -16d comm(3 112'x 0.162')
3-3*x 0.131'rails
-3- 14 gage stap'es
1
Itoenail
Iface nail
5X'x 10" Anchor
4,311
All straps can be substituted with t brand meeting same
h an ecpivale _L strengths.
Rafter ties to stud vial to be at every connection for 241" o.c. & can be every Other for
.6" D.C. Wit is required on comers end studs adjacent to comers.
c.Only needed on aluminum & vinyl sheathing wells.
Headers ever3 Uspan.
Motthe* T. BoldWin P.E.
Florida License #64608
_Lc�C
She11 et: FBPR-6 OF 6