ONE FLEET LANDING - STORAGE SHED DRAWINGSNOTES:
1. BUILDING CODE:
FLORIDA BUILDING CODE, 6th EDITION (2017)
BUILDINGS ARE NOT FOR HIGH -VELOCITY HURRICANE ZO
2. DESIGN LOADING:
WIND SPEED (T1609.3.1): Vint = 155
Vasa = 120
EXPOSURE: C
ROOF LIVE LOAD: 20 PSF
ROOF DEAD LOAD: 10 PSF
FLOOR LIVE LOAD: MIN. 50 PSF (SEE NOTE 5, DETAIL 1, SHE[
IMPORTANCE FACTOR: (Iw): 1_0
RISK CATEGORY:
COMPONENT AND CLADDING: ROOF: 29 PSF (ZONE 1)
WIND PRESSURE (psfl (ASD VALUES) 59 PSF (ZONE 2,
(BASED ON 10 SQ FT) WALL: 34 PSF (ZONE 4)
42 PSF (ZONE 5)
INTERNAL WIND PRESSURE COEFFICIENT: +0.18
(ENCLOSED BUILDING) -0,18
UNINHABITED UTILITY SHED UP TO 12' WIDE x UP TO 24' LONG
SR60011 TR700, PR
ES (HVHZ) OVERHANG OPTIONS
3)
FLORIDA BUILDING APPROVAL NUMBERS --
1. WINDOWS BY TAFCO CORP - FLORIDA BUILDING APPROVAL
#FL20743.1-R1.
2. LP SMARTSIDE SIDING - FLORIDA BUILDING APPROVAL #FLO190.6-R5.
3. SHINGLES BY OWENS CORNING - FLORIDA BUILDING APPROVAL
#FL10674.1-R13.
4. ROOF UNDERLAYMENT BY WOODLAND INDUSTRIES INC. -
FLORIDA BUILDING APPROVAL #FL17206.1-R4.
5. MARLYNMETALS, INC METAL ROOFING -
FLORIDA BUILDING APPROVAL #FL8393.5-R5 AND #FL83 3.7-R5.
6. INNOVATIONS MANUFACTURING, INC. TRANSOM WINDOWS -
FLORIDA BUILDING APPROVAL #FL17667.1-R1.
7. FLOOD SOLUTIONS, LLC FLOOD VENTS (IF REQ'D)-
FLORIDA BUILDING APPROVAL #FL17588.1-R1.
8. OX PAPERBOARD MICHIGAN, LLC THERMO-PLY SHEATHINGI-
FLORIDA BUILDING APPROVAL #FL16391.1-R2. u
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 NAILI
MAX WALL HEIGHT FOR EACH SHED:
SR600 - 5'-8 114" (68 114")
TR700 - 6'-8 114" (80 1/4")
PR - 6-4 1/2" (76 112")
R
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 FLORIDA APPROVED OWENS RAFTER
CORNING OAKRIDGE 30 YEAR
4 SHINGLES - FL10674-R10
-OR-
FLORIDA APPROVED THOMPSON
ARCHITECTURAL METALS CO.
METAL ROOFING - FL5218-R2
SEE THE TRUSS SIMPSON H2.5A PL
INSIDE AT EACH F
CONNECTION
DETAIL - DETAIL 2 WALL TOP I
SEE SHEET 3 FOR STEEL FLOOR WITH
ANCHOR DETAIL OR FOUNDATION DETAIL
UP TO 12' WIDE
1 BUILDING SECTION
SCALE: N.T.S.
DOUBLE TOP PLATE
CRIPPLE=S (IF REQ.)
HEADERS FOR
OPENINGS UP TO 4'-0"
USE (2) 2x4 SPF #2
2x4 WINDOW SILL
FLOOR DECKING
BASE PLATE
I%II\V V 1 VJ
FOR WINDOW OPENINGS UP TO 4'-0"
3 WINDOW HEADER DETAIL
FOR SIDE WALLS
SCALE: N.T.S.
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
FOR OPENINGS
3B DOOR HE
FOR SIDE
SCALE: N_T.&
DOUBLE TOP PLATE
CRIPPLESIF REQ.)
TOE NAIL WITH (3)
46d NAILS, (2) ONE
SIDE, (1) OTHER
;IDE
2 TRUSS TO WALL
CONNECTION DETAIL
SCALE: N.T.S.
HEADERSOR
OPENIN
S UP TO 4'-0"
USE (2)
x4 SPF #2
OPENIN
S 4'-1" TO 6'-0"
USE (2)
x6 SPF #2
OPENIN
S 6'-1" TO 8'-0"
USE (2)
x8 SPF #2
KING STU
TRIMM, ER
BASE PLA
E
LOO D
KING
P TO '-0
FAIL
/_0I00I C CTI in
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 NT.S.
Order #. P.O. # THESE DRAWINGS AND THE®� cl N s•:<�
TUFF SHED i TITLE DRAWING NO.
` 'ti
DESIGN ARE THE PROPERTY � INC. � F :� �i
TUFF SHEDCustomer: �_ Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT ' FL -PR -SR -TR -01
• No 76835 BUILDING SECTIONS
DRAWINGS ARE FORA ; , �_
Storage BuildingsBL Garages -- Date: 8/15/16 BUILDING TO BE SUPPLIED RICHARD J. WILLS, P.E. = i ' _=
$ Site Address: AND BUILT BY TUFF SHED. HEADER FRAMING DETAILS REV. LEVEL 01
TUFF SHED, MFG. FACILITIES rDa
ecked By: ANY OTHER USE IS 1 SHEET
�- FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET �.STA OF FBC, 6th EDITION (2017)
te: SHED AND THE ENGINEER OF DENVER, COLORADO 80210 '�,, O'•> • •�
Building Size.WIDTH- LENGTH - HEIGHT �A '•. C O ;1 D
Scale: N.T.S. RECORD (303) 753-8833 EXT. 96315 -'`��if ` SjnNAL.N��`� 155C pAGE 1 OF 4
..�
SINGLE DOOR ASSEMBLY
TOP VIEW
JI.HLC-. N.I.J.
BOLT LATCH ON FIXED DOOR FOR
DOUBLE DOOR
ATTACH (1) BOLT LATCH AT THE TOP AND
(1) BOLT LATCH AT THE BOTTOM OF THE
FIXED DOOR. ATTACH EACH BOLT LATCH
ASSEMBLY WITH (4) #8 x 2-1/4" SQUARE
DRIVE WOOD SCREWS.
NDLE AND STRIKE
INSTALL DOOR HANDLE PER
MANUFACTURER'S
INS,' RUCTIONS. USE #8 x 2-1/4"
SQ ME DRIVE WOOD SCREWS.
ATTACH STRIKE PLATE WITH (3)
#82" SQUARE DRIVE WOOD
SC EWS.
D1 B DOUBLE DOOR ASSEMBLY
TOP VIEW
BOLT LATCH ON FIXED
DOOR FOR DOUBLE DOOR
WHEN THE FIXED DOOR IS
CLOSED AND BOTH BOLT
LATCHES ARE ENGAGED, THE
TOP BOLT LATCH WILL REST
AGAINST THE INSIDE EDGE OF
THE HEADER, AND THE BOTTOM
BOLT WILL REST IN A
PRE -DRILLED HOLE IN THE
FLOOR DECKING.
DOOR THRESHOLD
2 DOUBLE DOOR ASSEMBLY
SIDE VIEW
SCALE: N.T.S.
3/8 SMART SIDE NAILING REQUIREMENTS
USE THESE NAILING TABLES FOR THE SR600, TR700 AND PR DRAWINGS
SIDE WALL EDGE NAILING REQUIREMENTS
MARK
8d NAILS @ 6" O.C.
0'
6'-24'
MAX.
8'_24'
WALLS
END
SIDE
10'
COMB.
MIN TOTAL
BEING
WALL
WALL
12'-24'
OPENING
COMBINED
USED
WIDTH
LENGTH
EDGE NAILING
(NOTE 2 )
SHEAR WALL
NO OPENINGS ALONG THE WALL
6'
6-24'
8d NAILS @ 6" O.C.
0'
6'-24'
8'
8'_24'
8d NAILS @ 6" O.C.
0°
8'-24'
10'
10'-24'
8d NAILS @6" O.C.
0'
10'-24'
12'
12'-24'
18d NAILS @ 6" O.C.
0'
12'-24'
■ MIN 2'-0" RTN WALLS ON EACH END OF WALL- ■ MIN 2'-0" WALL SEGMENT
6'
6-24'
8d NAILS
A 6" O.C.
UP TO 12'
4'
8'
8'-24'
8d NAILS
@ 6" O.C.
UP TO 12'
6'
8'
8'-24'
8d NAILS
@ 4" O.C.
UP TO 12'
4'
10'
10'-24'
8d NAILS
@ 6" O.C.
UP TO 12'
7'
10'
10'-24'
8d NAILS
@ 3" O.C.
UP TO 12'
4'
12'
12'-24'
8d NAILS
@ 6" O.C.
UP TO 12'
9'
12'
12'-24'
8d NAILS
@ 4" O.C.
UP TO 12'
6'
12'
1 12'-24'
8d NAILS
@ 3" O.C.
UP TO 12' 1
5' 71
3/8" SMARTSIDE OR 318" SMARTSIDE
WITH FOIL BACKER
INTERIOR DOOR SHEATHING
7/16" OSB OR 7/16" OSB WITH
FOIL BACKER
HINGE ATTACHMENT
(3) TUFF SHED HINGES
PER DOOR/DOOR
PANEL, FILL EVERY
HOLE IN HINGE WITH A
#8 x 2-114" SQUARE
DRIVE WOOD SCREW.
3 HINGE ASSEMBLY
Fri ONT VIEW
SCALEiI N.T.S.
DOORS:
STANDARD DOOR CONSTRUCTION FOR TUFF SHED DOORS
UP TO 48" x 80 1/4" ON SINGLE HUNG DOORS AND 96" x 80 1/4"
ON DOUBLE DOORS EXCEED ALL LOAD REQUIREMENTS FOR
THE LOAD CRITERIA ON SHEET 1.
ROOF SHEATHING (7/16" OSB)
MARK
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' 8d NAILS @ 12" O.C1
8d NAILS @ 4" O.C.
NOTES:
1. USE 8d COMMON OR GALVANIZED BOX NAILS.
TARI 1= MOTF-q-
1. NAILING IS FOR 3/8" SMARTSIDE PANEL OR 318" SMARTSIDE
WITH FOIL BACKER.
2. NO SINGLE OPENING GREATER THAN 8'-0"
3. * 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.
4. USE COMMON OR GALVANIZED BOX NAILS.
5. FIELD NAILING FOR 3/8" SMARTSIDE: 8d @ 12" O.C.
6. ON THESE BUILDINGS 6'X 10'-18' 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. (BS) - DESIGNATES WALLS THAT NEED TO BE SHEATHED ON
BOTH SIDES.
END WALL EDGE NAILING REQUIREMENTS
MARK
8d NAILS @ 4" O.C.
SEE NOTE 3
* 6'
8'-9'
8d NAILS @ 3" O.C.
WALLS
END
SIDE
8d NAILS @ 6" O.C.
MAX.
MIN TOTAL
BEING
WALL
WALL
0'
COMB.
COMBINED
USED
WIDTH
LENGTH
EDGE NAILING
OPENING
SHEAR WALL
NO OPENINGS ALONG THE WALL
* 6'
6'
8d NAILS @ 4" O.C.
SEE NOTE 3
* 6'
8'-9'
8d NAILS @ 3" O.C.
SEE NOTE 3
6'
6'-8'
8d NAILS @ 6" O.C.
0'
6'
6'
10'-14'
8d NAILS @ 4" O.C.
0'
6'
6'
16'-18'
8d NAILS @ 3" O.C.
0'
6'
8'
8'-12'
8d NAILS @ 6" O.C.
0'
8'
8'
14'-18'
8d NAILS @ 4" O.C.
0'
8'
8'
20'-22'
8d NAILS @ 3" O.C.
0'
8'
10'
10'-14'
8d NAILS @ 6" O.C.
0'
10'
10'
16'-22'
8d NAILS @ 4" O.C.
0'
10'
10'
24'
8d NAILS @ 3" O.C.
0'
10'
12'
12'-16'
8d NAILS @ 6" O.C.
0'
12'
12'
1 18'-24'
18d NAILS @ 4" O.C.
0'
12'
■ MIN 2'-0" RTN WALLS ON EACH END OF WALL- ■ MIN 2'-0" WALL SEGMENT
6'
6,-9-
8d NAILS @ 3" O.C.
3'
SEE NOTE 3
6'
1 0�_j 2,
8d NAILS @ 3" O.C. (BS)
3'
2' RE: NOTE 6
8'
8'-10-
8d NAILS 4" O.C.
3'
51
8'
'
8d NAILS 3" O.C.
3'
51
8'
8'
8d NAILS @ 4" O.C.
4'
4'
8'
10'
8d NAILS @ 3" O.C.
4'
4'
10'
10'
8d NAILS 6" O.C.
3'
7'
10'
12'-14'
8d NAILS @ 4" O.C.
3'
7'
10'
16-20'
8d NAILS @ 3" O.C.
3'
7'
10'
10'-12'
8d NAILS @ 4" O.C.
4'
6'
10'
14'-16'
8d NAILS @ 3" O.C.
4'
6'
10'
10'
8d NAILS 3" O.C.
6'
4'
12'
12716
dNAILS 4'
4'
8'
12'
18'-22'
8d NAILS @ 3" O.C.
4'
8'
12'
12'
6'
6'
12'
14'-16'
6'
6'
12'
12'-14'
7'
5'
r
Order #. P.O. # THESE DRAWINGS AND THE TUFF SHED, INC. ��� �,� s���i� TITLE DRAWING NO.
DESIGN ARE THE PROPERTY
TUFF SHEDCustomer: Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT % FL -PR -SR -TR -01
Y
DRAWINGS ARE FOR A N . 76835 DOOR DETAILS
Storage Buildings & Garages Date: 8/15/16 BUILDING TO BE SUPPLIED RICHARD J. WILLS, P.E. = E ; = REV. LEVEL 01
Site Address: AND BUILT BY TUFF SHED. -- NAILING REQUIREMENTS
TUFF SHED, MFG. FACILITIESb
Checked By: ANY OTHER USE IS 1777 S. HARRISON STREET % -� "° FBC, 6th EDITION (2017) SHEET
FORBIDDEN BY BOTH TUFF T TE of 2
finDate: SHED AND THE ENGINEER OF DENVER COLORADO 80210 D °°
Building SIZe.WIDTH-LENGTH-HEIGHT-S FT. AREA °(R i °•��
Scale: N.T.S. RECORD. (303) 753-8833 EXT. 96315-i��,FSS���.G��`` 155D PAGE 2 OF 4
it //111111t1i� ,
#12-14 X 3" HEX HEAD—
SELF-DRILLING SCREWS
314" APA OR TECO RATED
T&G FLOOR DECKING.
2X6 STEEL JOISTS
@ 24" OC
#10 X 3/4" 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.
STEEL SHED BASE DETAIL
SCALE: N.T.S.
SIDING
TRIM
3/8" CARRIAGE
BOLT (GRADE 2)
OT17SWB
-OR-
OT24SWB
1/2" HILTI KWIK BOLT TZ
STAINLESS STEEL 304
EMBEDMENT DEPTH = 2 1/4"
MIN. EDGE DISTANCE = 6"
ANCHOR SPACING: RE: KWIK
BOLT ANCHORS TABLE, SHEET 3
STU
1. STEEL SHED FOUNDATION:
60OT125-054 - 16 GAUGE STEEL TRACKS G140 ZINC COATED
600S137-054 - 16 GAUGE STEEL JOISTS G140 ZINC COATED
@ 24" O.C.
(SUPPLIER: ALLIED STUDCO (JOIST: 600S137-054 /TRACK:
600T125-054) ICC ER -4943P.
2. 3/4 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 1-518" 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" 16".
BLOCKS UNDER JOISTS SPACED @ 8'-0" O.C. MAXIMUM.
BLOCKS UNDER TRACK SPACED @ 4'-0" O.C. MAXIMUM.
3/8" NYLON
LOCI�r NUT
Z ��ASEPLATE
FLOOR PLY
6" I o
KWIK BOLT ANCHORS
(INTO CONCRETE
RE: DETAIL 3 SHEET 3
WIDTH
LENGTH
QTY
6'
6'-10'
6
6'
12'-18'
8
8'
8'-14'
6
8'
16'-20'
8
8'
22'-24'
10
10'
10'-16'
6
10'
18'-24'
8
12'
12'-18'
6
12'
20'-24'
8
3 SIDEWALL BRACKET DETAL
SCALE: N.T.S.
Order #.
TUFF SHED Customer:
Storage Buildings & GaragesSite Address:
TUFF SHED, MFG. FACILITIES
Building SIZe.WIDTH-LENGTH - HEIGHT - S ,FT.
P.O. # —
Drawn By: PK
Date: 8/15/16
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
2X4X2'
BLOCK
TRIM
SIDING
ATTACH BRACKET TO
STUD THRU HOLE IN
ANCHOR PLATE WITH
Z 3/8"0 x 4" CARRIAGE
BOLT AND LOCKNUT
`t CORNER STUD
AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES
• PART NUMBERS:
OT3644GPMP- 5/8" X 36" (36" IMBED) GALVANIZED AUGER
OT17SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTS
REPORT NO. LO-FJ90129-A
-O R-
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
SIDING
TRIM
AUGER ANCHORS
NOTES:
1. ANCHORS TO BE KWIK BOLT TZ, 304 SS
STEEL SHED 2. PROVIDE (1) ANCHOR AT EA. CORNER
WIDTH
LENGTH
BASE OF THE BUILDING. THE REMAINING
4" C
NCRETE ANCHORS EQUALLY SPACED ALONG THE
PAD iMIN)
LENGTH OF THE BUILDING. (112 THE
REMAINING ANCHORS ON EA. LENGTH
8'-24'
SIDE EQUALLY SPACED).
3 SIDEWALL BRACKET DETAL
SCALE: N.T.S.
Order #.
TUFF SHED Customer:
Storage Buildings & GaragesSite Address:
TUFF SHED, MFG. FACILITIES
Building SIZe.WIDTH-LENGTH - HEIGHT - S ,FT.
P.O. # —
Drawn By: PK
Date: 8/15/16
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
2X4X2'
BLOCK
TRIM
SIDING
ATTACH BRACKET TO
STUD THRU HOLE IN
ANCHOR PLATE WITH
Z 3/8"0 x 4" CARRIAGE
BOLT AND LOCKNUT
`t CORNER STUD
AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES
• PART NUMBERS:
OT3644GPMP- 5/8" X 36" (36" IMBED) GALVANIZED AUGER
OT17SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTS
REPORT NO. LO-FJ90129-A
-O R-
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
SIDING
TRIM
AUGER ANCHORS
WIDTH
LENGTH
# OF ANCHORS
6'
6'-18'
4 ANCHORS
8'
8'-24'
4 ANCHORS
10'
10'-24'
4 ANCHORS
12'
12'-24'
4 ANCHORS
4 -ANCHORS PROVIDE (1) AT EA.
CORNER OF THE BUILDING.
N_ END WALL
T
ti
ANCHOR BRACKET
TO BE FLUSH WITH
2 AUGER ANCHOR DETAIL EDGE OF TRIM
SCALE: N.T.S.
UNHEATED SPACE
ANCHOR BOLT &
P.T. SILL PLATE
PER NOTES BELOW
#4 CONTINUOUS
CL
1 314' TOP & BOTTOM
v FINISH CONCRETE FLOOR
c71 ~ GRADENI l
Z f --- - -- a ----v
co
z /, °00
Ny//SLAB
REINFORC 'MENT
3" CLR. PER NOTEP BELOW
(� 811 J f�
TF ICKEN
MIN. � •
q, CONCRETE FOUNDATION DETI%IiL.,
SCALE: N.T.S. t
TUFF SHED, INC.
ENGINEERING DEPARTMENT
RICHARD J. WILLS, P.E.
1777 S. HARRISON STREET
DENVER, COLORADO 80210
(303) 753-8833 EXT. 96315
SLAB
CONTINUOUS FOOTING NOTES
1. TOP OF SLAB TO BE 6" MIN. ABOVE GRADE. SLAB REINFORCEMENT SHALL
BE WWF 6X6 W1 AxW1.4 . 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, Pc = 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
1/2" DIA 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 6' 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.
"q
"'In
TFTILE
DETAILS
FBC, 6th EDITION (2017)
155D
DRAWING NO.
FL -PR -SR -TR -01
REV. LEVEL 01
SHEET
3
PAGE 3 OF 4
c0
00
CV
3X4 20 PLATES
1 EACH SIDE
3X4 20 PLATES
00
LO 1 EACH SIDE
C? 4'-0"
4 ,2 7
12
�4
00
°
00
8'-0„
L0
(V
DESIGN LOADS:
TOP CHORD LIVE LOAD = 20 PSF
TOP CHORD DEAD LOAD = 10 PSF
COLLAR TIE DEAD LOAD = 5 PSF
NOTES:
FBC, 6th EDITION (2017)
ANSI/TPI 1-2007
TRUSSES TO BE SPACED @ 24" OC
MATERIAL TO BE 2X4 SPRUCE PINE FIR GRADE #2 OR
PLATES ARE TO BE PRESSED IN THE WOOD PER TPI.
REP MEMBER INCREASE: YES
LUMBER D.O.L.: 1.25
WIND:
ASCE 7-10,155 mph, Exposure C, D.O.L.=1.60
PLATES ARE MANUFACTURED BY EAGLE METAL PRODU
ICC -ES #ESR -1082.
00
M
00
LO
cV
N
ti
5'-0"
I 18.00
00 10'-0"
N
— 3X4 20 GA PLATES
1 EACH SIDE
5,6' SPAN
::3 1/16" REACTIONS:
12 MAX. VERTICAL: 205 LBS.
Q 4 MAX. UPLIFT: -160 LBS.
3X4 20 GA PLATES
1 EACH SIDE
6'-0"
6:3 17/16„
12
Q 4
O
° 3X6 20 GA —
PLATES
1 EACH SIDE
M
12'-0"
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 12FT UNLESS CEILING JOIST OR OTHER
TENSION TIE IS PROVIDED.
10' SPAN
REACTIONS:
MAX. VERTICAL: 510 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.
MAXIMUM DEFLECTION (12 FT. SPAN)
VERT LL: 0.06 in.
VERT TL: 0.08 in.
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.
P.O. #
Drawn By: PK
Date: 8/15/16
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
TUFF SHED, INC.
ENGINEERING DEPARTMENT
RICHARD J. WILLS, P.E.
1777 S. HARRISON STREET
DENVER, COLORADO 80210
(303) 753-8833 EXT. 96315
No. 76835
v s .r"
TAT 0 F "
.�� O • ,',
8' SPAN
REACTIONS:
MAX. VERTICAL: 255 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.
12' SPAN
REACTIONS:
MAX. VERTICAL: 630 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.
TITLE DRAWWNG NO.
FL -PR -SR -TR -01
TRUSS DETAILS
REV. LEVEL 01
FBC, 6th EDITION ) SHEET 4
155C PAGE 4 OF 4
Order #.
TUFF SHED
Customer:
Storage Buildings & Garages
Site Address:
TUFF SHED, MFG. FACILITIES
8524 EAST COLONIAL DRIVE
ORLANDO, FL 32817
Building SIZe.WIDTH-LENGTH -HEIGHT - S .FT.
(888) 788 -TUFF
STORE 520
�—
00
M
00
LO
cV
N
ti
5'-0"
I 18.00
00 10'-0"
N
— 3X4 20 GA PLATES
1 EACH SIDE
5,6' SPAN
::3 1/16" REACTIONS:
12 MAX. VERTICAL: 205 LBS.
Q 4 MAX. UPLIFT: -160 LBS.
3X4 20 GA PLATES
1 EACH SIDE
6'-0"
6:3 17/16„
12
Q 4
O
° 3X6 20 GA —
PLATES
1 EACH SIDE
M
12'-0"
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 12FT UNLESS CEILING JOIST OR OTHER
TENSION TIE IS PROVIDED.
10' SPAN
REACTIONS:
MAX. VERTICAL: 510 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.
MAXIMUM DEFLECTION (12 FT. SPAN)
VERT LL: 0.06 in.
VERT TL: 0.08 in.
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.
P.O. #
Drawn By: PK
Date: 8/15/16
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
TUFF SHED, INC.
ENGINEERING DEPARTMENT
RICHARD J. WILLS, P.E.
1777 S. HARRISON STREET
DENVER, COLORADO 80210
(303) 753-8833 EXT. 96315
No. 76835
v s .r"
TAT 0 F "
.�� O • ,',
8' SPAN
REACTIONS:
MAX. VERTICAL: 255 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.
12' SPAN
REACTIONS:
MAX. VERTICAL: 630 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.
TITLE DRAWWNG NO.
FL -PR -SR -TR -01
TRUSS DETAILS
REV. LEVEL 01
FBC, 6th EDITION ) SHEET 4
155C PAGE 4 OF 4
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