HomeMy WebLinkAboutUtility Shed DetailsUNINHABITED UTILITY SHED UP TO 12' WIDE x UP TO 24' LONG
NOTES:
1. BUILDING CODE: FLORIDA BUILDING CODE, 7th EDITION (2020)
BUILDINGS ARE NOT FOR HIGH -VELOCITY HURRICANE ZONES
(HVHZ)
2. DESIGN LOADING:
WIND SPEED: Vutt = 155
Vasd = 120
EXPOSURE:. C
ROOF LIVE LOAD: 20 PSF
ROOF DEAD LOAD: 10 PSF
FLOOR LIVE LOAD: MIN. 50 PSF (SEE NOTE 5, DETAIL 1, SHEET 3)
RISK CATEGORY: I
COMPONENT AND CLADDING: ROOF: 18/-29 PSF (ZONE 1)
WIND PRESSURE (pso (ASD VALUES) 18/-50 PSF (ZONE 2)
(BASED ON 10 SQ FT) 18/-74 PSF (ZONE 3)
WALL: 31/-34 PSF (ZONE 4)
31/-42 PSF (ZONE 5)
HEADER NAILING:
HEADER TO STUD - 4-16d END NAIL DOUBLED HEADER
- 16d @ 16" STAGGERED FACE NAIL
NAILING:
REFER TO SHEET 2 FOR WALL AND ROOF SHEATHING NAILING.
MAX WALL HEIGHT FOR EACH SHED:
SR600 - 5'-8Y4' (68Y4')
TR700 - 6'-8Y4' (80Y4')
PR - 6'-8Y4' (8OY4")
SHED SIZE
CHART
WIDTH
PITCH
SIDEWALL HEIGHT
OVERALL HEIGHT
MID -ROOF HEIGHT
6'
4/12
5'-8Y4'
T-51%6'
6'-11Y8"
8'
4/12
5'-8A"
T-91y6'
TAY16'
10'
4/12
5'-8Y4"
8'-1%6'
T-3Ys"
12'
4/12
5'-8Y4'
8'-5X'
T-5"
6'
4/12
6'-8Ya"
8'-51%6'
7'-11Ya"
8'
4/12
6-8Y4'
8'-91Y,6"
8'-1Y,6"
10'
4/12
6'-8Y4"
9'-1 %6'
8'-3Y16'
12'
4/12
6'-8Y4'
9'-5Y2'
8'-5"
TUFF SHED
Storage Buildings & Garages
TUFF SHED, MFG. FACILITIES
SR600, TR700, PR
ROOF SHEATHING
(%2' OSB OR PLYWOOD)
WIDTH
LENGTH
FIELD NAILING
EDGE NAILING
6'
6'-18'
10d NAILS @ 12" O.C.
10d NAILS @.4" O.C.
8'
8'-24'
1 Od NAILS @ 12" O.C.
1 Od NAILS @ 4" O.C.
10,
10'-24'
1 Od NAILS @ 12" O.C.
1 Od NAILS @ 4" O.C.
12'
12'-24'
Od NAILS @ 12" O.C.
10d NAILS @ 4" O.C.
NOTES:
1. USE 8d COMMON OR GALVANIZED BOX NAILS.
%" SMARTSIDE NAILING REQUIREMENTS
FOR SR600, TR700, AND PR
SIDEWALL
NAILING (MIN. 2'-0" RETURN
EACH END)
WIDTH
LENGTH
FIELD NAILING
EDGE -NAILING
6'
V-20'
8d NAILS @ 6" O.C.
8d NAILS @ 3" O.C.
8'
8'-24'
8d NAILS @ 6" O.C.
8d NAILS-@ 3" O.C.
10,
10'-24'
8d NAILS @ 6" O.C.
8d NAILS @ 3" O.C.
12'
12'-24'
8d NAILS @ 6" O.C.
8d NAILS @ 3" O.C.
%" SMARTSIDE NAILING REQUIREMENTS
FOR SR600, TR700, AND PR
END WALL
NAILING (MIN. 2'-0" RETURN
EACH END)
WIDTH
LENGTH
FIELD NAILING
EDGE NAILING
6'
6'-20'
8d NAILS @ 6" O.C.
8d NAILS @ 3" O.C.
8'
8'-24'
8d NAILS @ 6" O.C.
8d NAILS @ 3" O.C.
10,
10'-24'
8d NAILS @ 6" O.C.
8d NAILS @ 3" O.C.
12'
12'-24'
1 8d NAILS @ 6" O.C.1
8d NAILS @ 3" O.C.
SIDING TABLE NOTES:
FL PRODUCT APPROVALS
PRODUCT TYPE
MANUFACTURER
MODEL
FL PRODUCT #
SIDING (PANEL)
LP BUILDING SOLUTIONS
SIDING
FL9190.3
SIDING (LAP)
JAMES HARDIE BUILDING PRODUCTS, INC
LAP
FL10477.1
SIDING (CEMENT)
JAMES HARDIE BUILDING PRODUCTS, INC
CEMENT STUCCO
FL13223.2
IMPACT SLIDING WINDOW
ECO IMPACT SLIDER
IMPACT SLIDER
NOA 19-0219.08
SLIDING WINDOW
TAFCO CORPORATION
SLIDER
FL20743.1
TUFF SHED DOUBLE DOOR
TUFF SHED, INC.
SHED DOOR
FL22202.1
TUFF SHED DOUBLE DOOR (HVHZ)
TUFF SHED, INC.
SHED DOOR
FL22202.2
TUFF SHED SINGLE DOOR
TUFF SHED, INC.
SHED DOOR
FL22202.3
TUFF SHED SINGLE DOOR (HVHZ)
TUFF SHED, INC.
SHED DOOR
FL22202.4
STEEL DOOR INSWING
JELD-WEN
6 PANEU3068
FL11136.1
STEEL DOOR OUTSWING
JELD-WEN
6 PANEU3068
FL11136.2
FULL LITE DOOR
JELD-WEN
EXTERIOR DOOR
FL17454.1
9 LITE DOOR INSWING
JELD-WEN
EXTERIOR DOOR
FL12509.2
9 LITE DOOR OUTSWING
JELD-WEN
EXTERIOR DOOR
FL12509.4
FLOOD VENTS
FLOOD SOLUTIONS
FOUNDATION
FL17588.1
RIDGE VENTS
GAF COBRA RIDGE RUNNER
RIDGE VENT
NOA 17-0822.06
RIDGE VENTS.
GAF COBRA RIGID VENT3
RIDGE VENT
FL6267.1
IMPACT RESISTANT OVERHEAD
GARAGE DOOR
OVERHEAD DOOR CORP
GARAGE DOOR
FL14170.6
ROOF UNDERLAYMENT
GAF
FELTBUSTER
FL10626.1
ASPHALT SHINGLES
GAF
SHINGLES
FL10124.1
METAL ROOFING
MARLYN METALS, INC
MAR -RIB
FL8993
1. NAILING IS FOR /" SMARTSIDE PANEL OR Y" SMARTSIDE WITH FOIL BACKER:
2. MINIMUM 2'-0" RMRN FROM EACH END OF EACH WALL.
3. NO SINGLE OPENING GREATER THAN 8'-0"
4. * 6' WIDE X 6'-9' LENGTH BUILDINGS ARE BASED, ON 3-SIDED DIAPHRAGM. THE END WALL OPPOSITE OF
THE OPENING MUST BE FULLY SHEATHED, IN THE 3-SIDED DIAPHRAGM CASES. THE END WALL WITH
THE OPENING DOES NOT HAVE A MIN. RETURN WALL ON EACH SIDE OF THE OPENING.
5. USE COMMON OR GALVANIZED BOX NAILS.
6. ON THESE BUILDINGS 6' X I O' THE T DOOR IN THE END WALL WILL NEED TO BE OFF,. SET. THERE WILL
BE A 2' PANEL ON ONE SIDE AND A 1' PANEL ON THE OTHER SIDE OF THE DOOR.
7. BUILDING SIZES BELOW REQUIRE SHEATHING ON BOTH SIDES OF WALL WITH OPENING C/16" OSB ON
INSIDE OF WALL):
6'X10' WITH T OF OPENING ON END WALL WITH 2' OF SHEAR (SEE NOTE 6)
8'X1 8'-24'WITH T OF OPENING ON END WALL WITH 5' OF SHEAR
8'X1 6'-22'WITH 4' OF OPENING ON END WALL WITH 4' OF SHEAR
10'X20'-24' WITH T OF OPENING ON END WALL WITH T OF SHEAR
10'X18'-24' WITH 4' OF OPENING ON END WALL WITH 6' OF SHEAR
1 0'X1 2'-24'WITH 6' OF OPENING ON END WALL WITH 4' OF SHEAR
12'X20'-24' WITH 6' OF OPENING ON END WALL WITH 6' OF SHEAR
12'X16'-24' WITH 8' OF OPENING ON END WALL WITH 4' OF SHEAR
8. NO OPENINGS ARE ALLOWED ON THE END WALLS OF 6' WIDE BUILDINGS LONGER THAN 16'. THE
ENDWALL OF 6' WIDE X 10'-16' LONG BUILDINGS MAY HAVE A SINGLE T OPENING CENTERED ON THE
WALL.
Order #. P.O. #
Customer: Drawn By: PK
Date: 6/21/21
Site Address:
Checked By:
Building SIZe:WIDTH- LENGTH - HEIGHT - SO. Fr. AREA Date:
Scale: N.T.S.
THESE DRAWINGS AND THE
DESIGN ARE THE PROPERTY
OF TUFF SHED, INC. THESE
DRAWINGS ARE FOR A
BUILDING TO BE SUPPLIED
AND BUILT BY TUFF SHED.
ANY OTHER USE IS
FORBIDDEN BY BOTH TUFF
SHED AND THE ENGINEER OF
RECORD.
TUFF SHED, INC. TITLE
ENGINEERING DEPARTMENT
PROJECT NOTES
RICHARD J. WILLS, P.E.
RWILLS@TUFFSHED.COM
1777 S. HARRISON STREET
DENVER, COLORADO 80210
(303) 753-8833 EXT. 96315
NAILING REQUIREMENTS
FBC, 7th EDITION (2020)
155C
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY BOCC
Q� �l�► ('tz
\\\\\\ \ \\11 IDI • ��7�//////
DRAWING NO. �\ F••``S /
FL-PR-SR-TR-01 = No. 6835
REV. LEVEL 01
SHEET j PO'•• ST TE OF :•���
1 0 4 PAGE F %/S BONA Lo•��G?\\\\ 14 FEB 2022
��//I 1\\\\
OVERHANG OPTIONS
REFER TO THE TRUSS DESIGN FOR
LUMBER SIZE, TRUSS SPACING
AND PLATE SIZE
COLLAR TIE REQUIRED ONLY AT
12' WIDE SHEDS, SEE TRUSS CALCULATIONS
12
Q 4
SEE SHEET 3 FOR STEEL FLOOR WITH
ANCHOR DETAIL OR FOUNDATION DETAIL
UP TO 12' WIDE
OBUILDING SECTION
SCALE N.T.S.
DOUBLE TOP PLATE
CRIPPLES (IF REQ.)
HEADERS FOR
OPENINGS UP TO 4'-0"
USE (2) 2x4 SPF #2
2x4 WINDOWSILL
FLOOR DECKING
BASE PLATE
—
FOR WINDOW OPENINGS UP TO 4'-0"
3 WINDOW HEADER DETAIL
FOR SIDE WALLS
SCALE N.T.S.
TUFF SHED
Storage Buildings & Garages
TUFF SHED, MFG. FACILITIES
Order #.
Customer:
FLORIDA APPROVED
SHINGLES
SEE THE TRUSS
CONNECTION
DETAIL - DETAIL 2
WALL FRAMING TO BE
2x4 SPF #2 OR BETTER
@ 16" O.C.
IF BUILDING IS LOCATED
IN A FLOOD ZONE THEN
FLOOD VENTS AND PRESSURE
TREATED STUDS ARE REQUIRED -
ONE SQ INCH VENT
FOR EVERY ONE SQ FT
OF BUILDING
DOUBLE TOP PLATE
`— CRIPPLES (IF REQ.)
HEADERS FOR
OPENINGS UP TO 4'-0"
USE (2) 2x4 SPF #2
OPENINGS 4'-1" TO 6'-0"
USE (2) 2x6 SPF #2
OPENINGS 6'-1" TO 8'-0"
USE (2) 2x8 SPF #2
ING STUD
TRIMMER
BASE PLATE
FLOOR DECKING
FOR OPENINGS UP TO 8'-0"
DOOR HEADER DETAIL
36 FOR SIDE WALLS
SCALE N.T.S.
P.O. #
Drawn By: PK
Date: 6/21 /21
Site Address:
Checked By:
Building SIZe:WIDTH-LENGTH - HEIGHT- SO. Ff. AREA Date:
Scale: N.T.S.
RAFTER
SIMPSON H2.5A PL
INSIDE AT EACH I
WALL TOP
2)'
TRUSS TO WALL
CONNECTION DETAIL
SCALE N.T.S.
CRIPPLE STUD
HEADERS FOR: —J
OPENINGS UP TO 6'-0" USE 2 2x4 SPF #2
OPENINGS 6-1" TO 8'-0" USE 2) 2X6 SPF #2
REFER TO THE DOOR DETAIL (SHEET 2) FOR
THE DOOR DESIGN
HEADER DETAIL FOR
END WALLS
SCALE N.T.S.
THESE DRAWINGS AND THE
DESIGN ARE THE PROPERTY
OF TUFF SHED, INC. THESE
DRAWINGS ARE FOR A
BUILDING TO BE SUPPLIED
AND BUILT BY TUFF SHED.
ANY OTHER USE IS
FORBIDDEN BY BOTH TUFF
SHED AND THE ENGINEER OF
RECORD
TOE NAIL WITH (3)
46d NAILS, (2) ONE
IIDE, (1) OTHER.
;IDE
ROOF UNDERLAYMENT
PER FBC 1507.1.1,1(3).
MINIMUM 3%" STRIP OF
SELF ADHERING FLEXIBLE
FLASHING TAPE COMPLYING
WITH AAMA 711, LEVEL 3,
INSTALLED IN ACCORDANCE
TO MANUFACTURER'S
INSTRUCTIONS FOR THE
DECK MATERIAL
0
SCALE: N.T.S.
SEE PROJECT NOTES FOR MATERIALS
NAIL TO INTERMEDIATE FRAMING
4'x8' ROOF MEMBERS - REFERENCE NAILING
SHEATHING SCHEDULE, SHEET I
DIAPHRAGM
BOUNDARY
TRIM
ev ev W my 6 r W� '--- PANEL EDGE IS NOT
SUPPORTED BY BLOCKING -
DRIP EDGE UNLESS NOTED
- REFERENCE NAILING I— RAFTERS A / ` SIDING
SCHEDULE/S2 OR T SS
EATHING AA i
TUFF SHED, INC.
TITLE
DRAWING NO.
ENGINEERING DEPARTMENT
FL-PR-SR-TR-01
BUILDING SECTIONS
RICHARD J. WILLS, P.E.
HEADER FRAMING DETAILS
REV. LEVEL 01
RWILLS@TUFFSHED.COM
1777 S. HARRISON STREET
FBC, 7th EDITION (2020)
SHEET
DENVER, COLORADO 80210
(303) 753-8833 EXT. 96315
155C
PAGE 2 OF 4
N .76835
j�O'• TATE OF
FOR 1�.•
AL14 FEB 2022
#12-14 X 3" HEX HEAD —
SELF -DRILLING SCREWS
%4' APA OR TECO RATED
T&G FLOOR DECKING.
2X6 STEEL JOISTS
@24"OC
#10 X %4' PAN
HEAD SELF -DRILLING
SCREWS (2 PER TAB)
VENT HOLES @ 24" OC.
OPTIONAL LEVELING BLOCKS
2X6 STEEL TRACK EACH END
BASE PLATE SCREW SPACING
WIDTH SPACING
6'-12' 8" O.C.
OOPTIONAL STEEL SHED BASE DETAIL
SCALE N.T.S.
-V
TRIM
SIDING
2X4X2'
BLOCK
ATTACH BRACKET TO
STUD THRU HOLE IN
ANCHOR PLATE WITH
Z
%s'OJ x 4" CARRIAGE BOLT
AND LOCKNUT
CORNER STUD
1. STEEL SHED FOUNDATION:
60OT125-054 - 16 GAUGE STEEL TRACKS G140 ZINC COATED
60OS137-054 - 16 GAUGE STEEL JOISTS G140 ZINC COATED
@ 24" O.C.
(SUPPLIER: ALLIED STUDCO (JOIST: 60OS137-054 / TRACK:
60OT125-054) [CC ER-4943P.
2. %4' APA OR TECO RATED TONGUE AND GROOVE FLOOR
DECKING. 24" MAX PANEL SPAN. STAGGER PANEL LAYOUT.
3. FASTEN FLOOR DECKING TO JOIST & TRACKS USING
#8 x 1%" ZINC PLATED SCREWS @ 12" O.C.
NO BLOCKING REQUIRED. ALL EDGES SHALL LIE ON FLOOR
JOISTS. STAGGER PANEL LAYOUT PER APA CONDITION 1.
4. FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO JOISTS
OR TRACKS WITH #12-14 X 3" GALVANIZED SELF -DRILLING
SCREWS. REFERENCE SPACING CHART.
5. ALLOWABLE FLOOR LIVE LOAD: 75 PSF FOR STEEL JOISTS
CONTINUOUSLY SUPPORTED. 50 PSF FOR JOISTS ON BLOCKS
AS SHOWN.
6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL
BUILDING:
SUGGESTED SIZES: 2" x 8" x 16", 4" x 8" x 16", OR 8" x 8" x 16".
BLOCKS UNDER JOISTS SPACED @ 8'-0" O.C. MAXIMUM.
BLOCKS UNDER TRACK SPACED @ 4'-0" O.C. MAXIMUM.
AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES
• PART NUMBERS:
OT3644GPMP- %" X 36" (36" IMBED) GALVANIZED AUGER
OT17SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTS
REPORT NO. LO-FJ90129-A
-OR-
OT24SWBSIDEWALL BRACKET FOR USE WITH THRU BOLTS
REPORT NO. LO-FJ90129-B
• WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS
WITH THE MAXIMUM LOAD OF 5,080 LBS
SHED Yj���yj�� STUD
BASE p
U)
M /-STUD
N END WALL
ti
AUGER ANCHORS
WIDTH
LENGTH
# OF ANCHORS
6'
6'-20'
4 ANCHORS
8'
8'-24'
4 ANCHORS
10,
10'-20'
4 ANCHORS
10'
22'-24'
6 ANCHORS
12'
12'-16'
4 ANCHORS
12'
18'-24'
1 6 ANCHORS
SIDING 4-ANCHORS PROVIDE (1) AT EA.
CORNER OF THE BUILDING.
TRIM 6-ANCHORS PROVIDE (1) AT EA.
CORNERS OF THE BUILDING AND (1) AT
THE CENTER OF EA. SIDE WALL.
L ANCHOR BRACKET
TO BE FLUSH WITH
EDGE OF TRIM
J J OPTIONAL AUGER ANCHOR DETAIL
SCALE N.T.S.
TUFF SHED
Order #.
Customer:
P.O. #
Drawn By: PK
Storage Buildings & Garages
Date: 6/21/21
Site Address:
TUFF SHED, MFG. FACILITIES
Checked By:
Building SIZe:WIDTH-LENGTH -HEIGHT -SQ.Fr. AREA
Date:
Scale: N.T.S.
THESE DRAWINGS AND THE
DESIGN ARE THE PROPERTY
OF TUFF SHED, INC. THESE
DRAWINGS ARE FOR A
BUILDING TO BE SUPPLIED
AND BUILT BY TUFF SHED.
ANY OTHER USE IS
FORBIDDEN BY BOTH TUFF
SHED AND THE ENGINEER OF
RECORD
10d COMMON @ 12" O.C.
%" APA OR TECO RATED
T&G FLOOR DECKING
2x6 JOISTS @ 24" O.C.-
(PRESSURE TREATED)
16d COMMON
(2 PER JOIST)
8d COMMON @ 6" O.C. ----
OPTIONAL LEVELING BLOCKS
2x6 RIM JOIST EACH END
(PRESSURE TREATED)
BASE PLATE SCREW SPACING
WIDTH
SPACING
6'-12'
8" O.C.
SIDING
TRIM
CARRIAGE
BOLT (GwwE 2)
OT17SWB
-OR-
OT24SWB
%" X 3" SIMPSON TITEN HD BOLT,
GALVANIZED, WITH 3/4' WASHER
EMBEDMENT DEPTH = MIN 2Y2'
MIN. EDGE DISTANCE = 6"
ANCHOR SPACING: RE: TITEN
HD ANCHOR BOLTS TABLE,
SHEET 3
1. WOODSHED FOUNDATION:
2x6 #2 PRESSURE TREATED SPRUCE -PINE -FIR RIM JOISTS
2x6 #2 PRESSURE TREATED SPF JOISTS @ 24" O.C.
2. %4' APA OR TECO RATED TONGUE AND GROOVE
FLOOR DECKING. 24" MAX PANEL SPAN. NO
BLOCKING REQUIRED. ALL EDGES SHALL LIE ON FLOOR
JOISTS. STAGGER PANEL LAYOUT PER APA CONDITION 1.
NAIL PLYWOOD TO JOISTS AND RIM JOISTS:
BORDER: 8d COMMON SPACED @ 6" O.C.
EDGE: 8d COMMON SPACED @ 6" O.C.
FIELD: 8d COMMON SPACED @ 12" O.C.
4. FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO
JOISTS OR RIM JOISTS WITH 10d COMMON SPACED @ 12" O.C.
5. ALLOWABLE FLOOR LIVE LOAD: 40 PSF
6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO
LEVEL BUILDING:
SUGGESTED SIZES: 2" x 8" x 16", 4" x 8" x 16", OR 8" x 8" x 16".
BLOCKS UNDER JOISTS SPACED @ 8'-0" O.C. MAXIMUM.
BLOCKS UNDER RIM JOISTS SPACED @ 4'-0" O.C. MAXIMUM.
OOPTIONAL WOOD SHED BASE DETAIL
SCALE: N.T.S.
STUD
%" NYLON
LOCK NUT
Z BASEPLATE
FLOOR PLY
v
6"
I o
STEEL SI
BASE
4" CONCRETE
PAD (MIN)
TITEN HD ANCHOR BOLT
(INTO CONCRETE)
RE: DETAIL 3 SHEET 3
WIDTH
LENGTH
QTY
6'
6'-10'
6
6'
12'-20'
6
8'
8'-16'
6
8'
18'-24'
8
10,
10'-16'
6
10,
18'-24'
8
.12'
12'-14'
6
12'
16'-20'
8
12'
22'-24'
10
NOTES:
1. ANCHORS TO BE SIMPSON TITEN HD
ANCHORS. - ANCHORS MAY BE
GALVANIZED OR STAINJCESS STEEL.
2. PROVIDE (1) AN
OF THE UIL�G
OF HE E AL
LENGT OF HE E
n OPTIONAL SIDEWALL BRACKET DETAIL SIDE
• / SCALE: N.T.S. r
TUFF SHED, INC. TITLE
ENGINEERING DEPARTMENT
RICHARD J. WILLS, P.E.
RWILLS@TUFFSHED.COM
1777 S. HARRISON STREET
DENVER, COLORADO 80210
(303) 753-8833 EXT. 96315
DETAILS
FBC, 7th EDITION (2020)
155C
DRAWING NO.
FL-PR-SR-TR-01
REV. LEVEL 01
SHEET 3
PAGE 3 OF 4
R AT EA. CORNER
REMAINING
RACEND ALONG THE
ING. V2 THE
ON EA. LENGTH
D. 6835
STATE OF
\N
/ NAL.\\�G14 FEB 2022
11111111
D' 1 3/4
U >a FINISH ---■
MI ~ GRADE
z
co
O Z
*•.
UNHEATED SPACE
CID
3X4 20 PLATES
ANCHOR BOLT & T_0" 1 EACH SIDE N
P.T. SILL PLATE
PER NOTES BELOW 718„
#4 CONTINUOUS 12
TOP & BOTTOM Q4
w
CONCRETE FLOOR
00 6'-0"
LO
as ----a v N
A. REINFORCEMENT
3" CLR. a
PER NOTES BELOW
�, ``
U TYP.
V-0" MIN. THICKENED SLAB
CONTINUOUS FOOTING NOTES
1. TOP OF SLAB TO BE 6" MIN. ABOVE GRADE. SLAB REINFORCEMENT SHALL
BE WWF 6X6 W1.4xW1.4 . LOCATE AT MID -DEPTH OF SLAB.
-OR-
SLAB REINFORCEMENT SHALL BE FIBERMESH 150 OR BLENDED
FIBERMESH150. FIBERMESH SHOULD BE DISPERSED UNIFORMLY
THROUGH CONCRETE W/ MIN. 1 POUND PER CUBIC YARD OF CONCRETE.
2. ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE AND REINFORCING
BEFORE POURING CONCRETE.
3. FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL, COMPETENT SOIL,
OR PROPERLY COMPACTED STRUCTURAL FILL. ALLOWABLE SOIL
BEARING PRESSURE IS 1000 PSF AT 12" BELOW GRADE.
4. CONCRETE: MINIMUM 28 DAY COMPRESSIVE STRENGTH, f° = 2500 PSI.
5. REINFORCING STEEL: A615, GRADE 40 OR GRADE 60. ALL REINFORCING
STEEL SHOWN TO BE CONTINUOUS MAY BE LAPPED A MINIMUM OF 38 BAR
DIAMETERS OR 24" MINIMUM, WHICHEVER IS LARGER.
6. SEISMIC DESIGN CATEGORY: A
A. ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING
)2 H X 8" LONG SIMPSON TITEN HD ANCHOR WITH WASHERS.
B. EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST 5" INTO THE
CONCRETE AND SHALL BE SPACED NOT MORE THAN V OC.
C. THERE SHALL BE A MINIMUM OF 2 BOLTS PER SOLE PLATE PIECE
WITH 1 BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN 7 BOLT
DIAMETERS FROM EACH END OF EACH PIECE.
NOTE: FOR BUILDINGS 18' AND LONGER OR ANY BUILDING DESIGNED AS
A 3-SIDED DIAPHRAGM, ADD SIMPSON SSTB16 ANCHORS AND HDU2 HOLD
DOWNS AT EACH CORNER OF THE END WALLS. FOLLOW MANUFACTURER'S
INSTALLATION INSTRUCTIONS.
OOPTIONAL CONCRETE FOUNDATION DETAIL
SCALE' N.T.S.
3X4 20 GA PLATE
1 EACH SIDE
12
Q 4
18.0°
10'-0"
LID
3X4 20 GA PLATES
3X4 20 PLATES M 00
6'-0 1 EACH SIDE
n 1 EACH SIDE
M 4,-0„ 6,3
4 ` 11/16„
12
12 Q 4
Q 4
00 90
°
° 3X6 20 GA
PLATES
00 8'-0" ao 1 EACH SIDE
LID
LID N N 6'-0"
DESIGN LOADS:
TOP CHORD LIVE LOAD = 20 PSF MAXIMUM DEFLECTION (12 FT. SPAN)
TOP CHORD DEAD LOAD = 10 PSF VERT LL: 0.06 in.
COLLAR TIE DEAD LOAD = 5 PSF VERT TL: 0.08 in.
NOTES:
FBC, 7th EDITION (2020)
ANSI/TPI 1-2014
TRUSSES TO BE SPACED @ 24" OC
MATERIAL TO BE 2X4 SPRUCE PINE FIR GRADE #2 OR BETTER
PLATES ARE TO BE PRESSED IN THE WOOD PER TPI.
REP MEMBER INCREASE: YES
LUMBER D.O.L.: 1.25
WIND:
ASCE 7-16, 155 mph, Exposure C, D.O.L.=1.60
PLATES ARE MANUFACTURED BY EAGLE METAL PRODUCTS,
ICC-ES #ESR-1082.
Order #.
P.O. #
TUFF SHED
Customer:
Drawn By: PK
Storage Buildings & Garages
Date: 6/21/21
Site Address:
TUFF SHED, MFG. FACILITIES
Checked By:
8524 EAST COLONIAL DRIVE
Date:
ORLANDO, FL 32817
Building SIZe:WIDTH-LENGTH -HEIGHT -SO.Fr. AREA
(888) 788-TUFF
STORE 520
Scale: N.T.S.
THESE DRAWINGS AND THE
DESIGN ARE THE PROPERTY
OF TUFF SHED, INC. THESE
DRAWINGS ARE FOR A
BUILDING TO BE SUPPLIED
AND BUILT BY TUFF SHED.
ANY OTHER USE IS
FORBIDDEN BY BOTH TUFF
SHED AND THE ENGINEER OF
RECORD
6' SPAN
REACTIONS:
MAX. VERTICAL: 180 LBS.
MAX. UPLIFT: -160 LBS.
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 12FT UNLESS CEILING JOIST OR OTHER
TENSION TIE IS PROVIDED.
8' SPAN
REACTIONS:
MAX. VERTICAL: 240 LBS.
MAX. UPLIFT: -195 LBS.
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 14FT UNLESS CEILING JOIST OR OTHER
TENSION TIE IS PROVIDED.
10' SPAN
REACTIONS:
MAX. VERTICAL: 300 LBS.
MAX. UPLIFT: -250 LBS.
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 20FT UNLESS CEILING JOIST OR OTHER
TENSION TIE IS PROVIDED.
12' SPAN
REACTIONS:
MAX. VERTICAL: 390 LBS.
MAX. UPLIFT: -285 LBS.
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 24FT UNLESS CEILING JOIST OR OTHER
TENSION TIE IS PROVIDED.
ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING THIS TRUSS ARE TO DO SO IN
ACCORDANCE TO THE RECOMMENDATIONS OF THE LATEST VERSION OF THE BCSI.
TUFF SHED, INC. TITLE
ENGINEERING DEPARTMENT TRUSS DETAILS
RICHARD J. WILLS, P.E.
RWILLS@TUFFSHED.COM
1777 S. HARRISON STREET
DENVER, COLORADO 80210
(303) 753-8833 EXT. 96315
FBC, 7th EDITION (2020)
155C
ol
DRAWING NO.
'
FL-PR-SR-TR-01
No 76835
REV. LEVEL 01
= ':
E OF
SHEET
///// S//ONAL11 14 FEB 2022
PAGE 4 OF 4