HomeMy WebLinkAboutShed Drawing & DesignUNINHABITED 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: Volt = 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:
COMPONENT AND CLADDING: ROOF: 181-29 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'-8Ya" (80Y4')
SHED SIZE
CHART
WIDTH
PITCH
SIDEWALL HEIGHT
OVERALL HEIGHT
MID -ROOF HEIGHT
6'
4/12
5'-8Y4'
- T-513/16"
6'-1 %"
8'
4/12
5'-8Ya"
T-91&"
TAYI '
10'
4/12
5'-84"
VAY16'
T-3&"
12'
4/12
5'-8Y4'
8'-5Y2v'
T-5"
6'
4/12
6'-8Ya"
8'-513/6''
7'-11Y"
8' .
4/12
6'-8Y4'
8'-91Y16'
8'-1y16'
10'
4/12
6-84"
VAY16'
8'-3Y6'
12'
4/12
6-8Y4'
9'-5Yi'
8'-5"
TUFF S�[ED
Storage Buildings & Garages
TUFF SHED, MFG. FACILITIES
Order #.
Customer:
Address:
IBulldlnq SIZe.WIDTH- LENGTH - HEIGHT- SQ. FT. ARE
SR6007 TR7007
ROOF SHEATHING
(/s" OSB)
WIDTH
LENGTH
FIELD NAILING
EDGE NAILING
6'
6'-18'
8d NAILS @ 12" O.0
8d NAILS @ 4" O.C.
8'
8'-24'
8d NAILS @ 12" O.0
8d NAILS @ 4" O.C.
10,
10'-24'
8d NAILS @ 12" O.0
8d NAILS @ 4" O.C.
12'
12'-24'
1 8d NAILS @ 12" O.C1
8d 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'
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.
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'
8d NAILS @ 6" O.C.
8d NAILS @ 3" O.C.
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
FL11.136.2
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
SIDING TABLE NOTES:
1. NAILING IS FOR /" SMARTSIDE PANEL OR N" SMARTSIDE WITH FOIL BACKER.
2. MINIMUM V-0" RETURN FROM EACH END O� EACH WALL.
3. NO SINGLE OPENING. GREATER THAN 8'-0"
4. * V 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 10' THE T DOOR IN THE END WALL WILL NEED TO BE OFF SET. THERE WILL
BE A-2' PANEL ON ONE SIDE AND A V PANEL ON THE OTHER SIDE OF THE DOOR.
7. BUILDING SIZES BELOW REQUIRE SHEATHING ON BOTH SIDES OF WALL WITH OPENING (%6' OSB ON
INSIDE OF WALL):
6'X10' WITH T OF OPENING ON END WALL WITH T OF SHEAR (SEE NOTE 6)
8'X1 8'-24'WITH 3' OF OPENING ON END WALL WITH 5' OF SHEAR
8'X16'-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
1 0'X1 8'-24'WITH 4' OF OPENING ON END WALL WITH 6' OF SHEAR
10'X12'-24' WITH 6' OF OPENING ON END WALL WITH 4' OF SHEAR
12'X20'-24' WITH V 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 U WIDE BUILDINGS LONGER THAN 16'. THE
ENDWALL OF 6' WIDE X 10'-16' LONG BUILDINGS PAY HAVE A SINGLE T OPENING CENTERED ON THE
WALL.
P.O. #
Drawn By: PK
Date: 6/21 /21
Checked By:
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.
-I TUFF SHED, INC. TITLE
ENGINEERING DEPARTMENT
RICHARD J. WILLS, P.E.
RWILLS@TUFFSHED.COM
777 S. HARRISON STREET
DENVER, COLORADO 80210
(303) 753-8833 EXT. 96315
PROJECT NOTES
NAILING REQUIREMENTS
FBC, 7th EDITION (2020)
155C
•t c sF.lS ��i
DRAWING NO.
FL-PR-SR-TR-01
`*�
No. 6 5
REV. LEVEL 01
�0,�s''
TATE OF
O R t P'•', 6�` i'``
SHEET
/!!NA �FlOG\```\
PAGE 1 OF 4
n
31 JAN 2022
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
W
J
0o J
Ffl
SEE SHEET 3 FOR STEEL FLOOR WITH
I ANCHOR DETAIL OR FOUNDATION DETAIL
A
UP TO 12' WIDE
OBUILDING SECTION
SCALE N.T.S.
flOUBLE TOP PLATE
CRIPPLES (IF REQ.)
HEADERS FOR
OPENINGS UP TO 4'4'
USE (2) 2x4 SPF #2
2x4 WINDOW SILL
FLOOR DECKING
BASE PLATE
., , . J
FOR WINDOW OPENINGS UP TO 4'-0"
WINDOW HEADER DETAIL
J 3 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'-l" TO 6'-0"
USE (2) 2x6 SPF #2
OPENINGS 6'-1" TO 8'-0"
USE (2) 2x8 SPF #2
KING STUD
TRIMMER
BASE PLATE
FLOOR DECKING
FOR OPENINGS UP TO 8'-0"
DOOR HEADER DETAIL
3g FOR SIDE WALLS
SCALE: N.T.S.
P.O. #
Drawn By: PK
Date: 6/21 /21
Address:
(Checked By:
Date:
Building $IZe:WIDTH-LENGTH - HEIGHT- SQ. Fr. AREA
Scale: N.T.S.
RAFTER
SIMPSON H2.5A PL
INSIDE AT EACH 1
WALL TOP
OTRUSS TO WALL
CONNECTION DETAIL
SCALE: N.T.S.
— CRIPPLE STUD
TRIMMER STUD
HEADERS FOR: --'
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
4 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
TUFF SHED, INC. I TITLE
1p.mc NEERTNG DEPARTMENT
RICHARD J. WILLS, P.E.
RWILLS@TUFFSHED.COM
1777 S. HARRISON STREET
DENVER, COLORADO 80210
(303) 753-8833 EXT. 96315
TOE NAIL WITH (3)
'Sd NAILS, (2) ONE
IDE, (1) OTHER
IDE
SEE PROJECT NOTES FOR MATERIALS
ROOF UNDERLAYMENT
NAIL TO INTERMEDIATE FRAMING
PER FBC 1507.1.1.1(3).
4'x8'x%6" ROOF MEMBERS - REFERENCE NAILING
MINIMUM 3Y4' STRIP OF
SHEATHING SCHEDULE, SHEET 1
SELF ADHERING FLEXIBLE
DIAPHRAGM
FLASHING TAPE COMPLYING
BOUNDARY
WITH AAMA 711, LEVEL 3,
INSTALLED IN ACCORDANCE
TRIM
TO MANUFACTURER'S
INSTRUCTIONS FOR THE
DECK MATERIAL
PANEL EDGE IS NOT
SUPPORTED BY BLOCKING -
DRIP EDGE UNLESS NOTED
BUILDING SECTIONS
REFERENCE NAILING X— RAFTERS AND/
SCHEDULE/S2 OR TRUSSES
OROOF SHEATHING AND
UNDERLAYMENT DETAIL
SCALE: N.T.S.
DRAWING NO.
FL-PR-SR-TR-01
HEADER FRAMING DETAILS � REV. LEVEL 01
FBC, 7th EDITION (2020) I SHEET 2
155C PAGE 2 OF 4
11
No. 7 835
'° � rarE of Q
Tz'
�. <ORIO?ss/OVAL
31 JAN 2022
#12-14 X 3" HEX HEAD '
SELF -DRILLING SCREWS
APA OR TECO RATED
T&G FLOOR DECKING.
2X6 STEEL JOISTS
@ 24" OC
#10 X %4' PAN
HEAD SELF -DRILLING r®• '
SCREWS (2 PER TAB) r ,
VENT HOLES @ 24" OC.
OPTIONAL LEVELING BLOCKS
2X6 STEEL TRACK EACH END
i
BASE PLATE SCREW SPACING i
WIDTH SPACING
6'-12' 8" O.C.
OOPTIONAL STEEL SHED BASE DETAIL
SCALE: N.T.S.
TRIM
2X4X2' SIDING
BLOCK
ATTACH BRACKET TO
rSTUDTHRUHOLEIN
ANCHOR PLATE WITH
CI z WO x 4" CARRIAGE BOLT
AND LOCKNUT
`r CORNER STUD
SHED
BASE
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: 600S137-054 / TRACK:
600T125-054) ICC 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
WMA
STUD
v
VAi
► is ��END WALL
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'
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.
ANCHOR BRACKET
TO BE FLUSH WITH
EDGE OF TRIM
n3OPTIONAL AUGER ANCHOR DETAIL
SCALE L N.T.S.
TUFF SHED
Order #.
Customer:
P.O. #
Drawn By: PK
Date: 6/21/21
Storage Buildings & Garages
Site Address:
Checked By:
TUFF SHED, MFG. FACILITIES
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
10d COMMON @ 12" O.C.
3/" 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 B
2x6 RIM JOIST EACH END
(PRESSURE TREATED)
BASE PLATE SCREW SPACING
WIDTH
SPACING
6'-12'
8" O.C.
SIDING —�
TRIM
CARRIAGE `
BOLT (GRADE 2)
OT17SWB
-OR-
OT24SWB
—I 6"
X 3" SIMPSON TITEN HD BOLT, mit
GALVANIZED, WITH %" WASHER
EMBEDMENT DEPTH = MIN 2Y2'
MIN. EDGE DISTANCE = 6"
ANCHOR SPACING: RE: TITEN
HD ANCHOR BOLTS TABLE,
SHEET 3
1. WOOD SHED 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 r BASEPLATE
FLOOR PLY
v
n
STEEL SH
BASE
4" CONCRETE
PAD (MIN)
®OPTIONAL SIDEWALL BRACKET DETAIL
SCALE: N.T.S. r
TUFF SHED, INC. TITLE
ENGINEERING DEPARTMENT
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)
DRAWING NO.
FL-PR-SR-TR-01
I REV. LEVEL 01 1
ISHEET 3 I
155C
PAGE 3 OF 4
TITEN HD ANCHOR BOLTS
(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 STAINLESS /CRNER
2. PROVIDE (1) ANCHOR AT E
OF THE BUILDING. T E REMAANCHORS EQUALL SPAC DG THE
LENGTH OF THE B LDIN REMAINING ANC SO EoTH
SIDE EQUALLY S CI
No. 7 835
• S ATE OF , *4 \
/OVAL
11111I I1111
31 JAN 2022
UNHEATED SPACE U SPAN
CO 3X4 20 PLATES 3X4 20 GA PLATE REACTIONS:
ANCHOR BOLT & 1 EACH SIDE "cv 1 EACH SIDE MAX. VERTICAL: 180 LBS.
P.T. SILL PLATE
3-0 3, 5'-0" S-3 MAX. UPLIFT: -160 LBS.
PER NOTES BELOW 1 ?/8., 1/16"
NOTE:
#4 CONTINUOUS11 12 12 TRUSS MAY BE USED ON BUILDING LENGTHS
d 1 3/4 TOP & BOTTOM _ Q4 Q4 UP TO 12FT UNLESS CEILING JOIST OR OTHER
U � FINISH CONCRETE FLOOR
co 0 18.0° TENSION TIE IS PROVIDED.
co GRADE 8' SPAN
11 6'-0" REACTIONS:
z -- -- d N 00
MAX. VERTICAL: 240 LBS.
g °a "' MAX. UPLIFT: -195 LBS.
NOTE:
\�\\ a SLAB _ co 3X4 20 GA PLATES TRUSS MAY BE USED ON BUILDING LENGTHS
3X4 20 PLATES ch 6'-0�� 1 EACH SIDE UP TO 14FT UNLESS CEILING JOIST OR OTHER
REINFORCEMENT ; 1 EACH SIDE
PER NOTES BELOW �? 4'-0" 6t3 11/16„ TENSION TIE IS PROVIDED.
a 3" CLR. r 4:
U TYP. 2 1/?„ 12 10' SPAN
�) V-0" MIN. THICKENED SLAB 124 Q 4 REACTIONS:
MAX. VERTICAL: 300 LBS.
CONTINUOUS FOOTING NOTES oo QD MAX. UPLIFT: -250 LBS.
1. TOP OF SLAB TO BE 6" MIN. ABOVE GRADE. SLAB REINFORCEMENT SHALL ° ° 3X6 20 GA
BE WWF 6X6 W1.4xW1.4 . LOCATE AT MID -DEPTH OF SLAB., PLATES
-OR- - 1 EACH SIDE NOTE:
SLAB REINFORCEMENT SHALL BE FIBERMESH 150 OR BLENDED „ GGGGo TRUSS MAY BE USED ONBUILDINGLENGTHS
FIBERMESH150. FIBERMESH SHOULD BE DISPERSED UNIFORMLY 8-0 6'-O„ , UP TO 20FT UNLESS CEILING JOIST OR OTHER
THROUGH CONCRETE W/ MIN. 1 POUND PER CUBIC YARD OF CONCRETE. N N TENSION TIE IS PROVIDED.
2. ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE AND REINFORCING
. BEFORE POURING CONCRETE. 12'-O"
3. FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL, COMPETENT SOIL,
OR PROPERLY COMPACTED STRUCTURAL FILL. ALLOWABLE SOIL 12' SPAN
BEARING PRESSURE IS 1000 PSF AT 12" BELOW GRADE. REACTIONS:
4. CONCRETE: MINIMUM 28 DAY COMPRESSIVE STRENGTH, P. = 2500 PSI. DESIGN LOADS: MAX. VERTICAL: 390 LBS.
5. REINFORCING STEEL A615, GRADE 40 OR GRADE 60. ALL REINFORCING TOP CHORD LIVE LOAD = 20 PSF MAXIMUM DEFLECTION (12 FT. SPAN)
STEEL SHOWN TO BE CONTINUOUS MAY BE LAPPED A MINIMUM OF 38 BAR VERT LL: 0.06 in. MAX. UPLIFT: -285 LBS.
DIAMETERS OR 24" MINIMUM, WHICHEVER IS LARGER. TOP CHORD DEAD LOAD = 10 PSF
6. SEISMIC DESIGN CATEGORY: A COLLAR TIE DEAD LOAD = 5 PSF VERT TL: 0.08 in.
A. ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING NOTE:
X 0 X 8" LONG SIMPSON TITEN HD ANCHOR WITH WASHERS. TRUSS MAY BE USED ON BUILDING LENGTHS
B. EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST 5" INTO THE NOTES: UP TO 24FT UNLESS CEILING JOIST OR OTHER
CONCRETE AND SHALL BE SPACED NOT MORE THAN V OC. FBCECE, 7th EDITION (2020)
C.
WITH 1 BOLT LOCATED NO MORE BTHAN 2OLTS E NOR LESS THAN R SOLE PLATE I7 BOLT ANSI/ TPI 1-2014 TENSION TIE IS PROVIDED.
DIAMETERS FROM EACH END OF EACH PIECE. TRUSSES TO BE SPACED @ 24" OC
NOTE: FOR BUILDINGS WAND LONGER OR ANY BUILDING DESIGNED AS MATERIAL TO BE 2X4 SPRUCE PINE FIR GRADE #2 OR BETTER
A 3-SIDED DIAPHRAGM, ADD SIMPSON SSTB16 ANCHORS AND HDU2 HOLD PLATES ARE TO BE PRESSED IN THE WOOD PER TPI.
DOWNS AT EACH CORNER OF THE END WALLS. FOLLOW MANUFACTURER'S
INSTALLATION INSTRUCTIONS. REP MEMBER INCREASE: YES ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING THIS TRUSS ARE TO DO IN
O0 OPTIONAL CONCRETE FOUNDATION DETAIL LUMBER D.O.L.: 1.25 ACCORDANCE TO THE RECOMMENDATIONS OF THE LATEST VERSION OF THE BCSI.
SCALE: N.T.S. .
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. # THESE DRAWINGS AND THE TITLE DRAWING NO.
DESIGN ARE THE PROPERTY TUFF SHED, INC.
TUFF SHED
Customer: Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT FL-PR-SR-TR-01 _ N • 835
DRAWINGS ARE FORA TRUSS DETAILS = *�
Storage Buildings & Garages Date: 6/21/21 BUILDING TO BE SUPPLIED RICHARD J. WILLS, P.E. REV. LEVEL 01
Site Address:
AND BUILT BY TUFF SHED. � .p ;
TUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE IS RWILLS@TUFFSHED.COM ATE OF Q
8524 EAST COLONIAL DRIVE FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET FBC, 7th EDITION (2020) SHEET O .• o R 1 o P •: ��i
ORLANDO, FL 32817 Date: SHED AND THE ENGINEER OF DENVER, COLORADO 80210 ��i� S+/ -•••• 12 � ����
(888)788-TUFF Bullding SIZe:WIDTH-LENGTH-HEIGHT-SQ.FT-%R� Scale: N.T.S. RECORD (303) 753-8833 EXT. 96315 155C PAGE 4 OF 4 '���//N�jj E 1���\X
STORE 520
31 JAN 2022