317 8TH ST - PERMIT ACC18-0026 DWGSNOTES:
1. BUILDING CODE:
FLORIDA BUILDING CODE, 6th EDITION (2017)
BUILDINGS ARE NOT FOR HIGH -VELOCITY HURRICANE ZON
2. DESIGN LOADING:
WIND SPEED (T1609.3.1): Veit = 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, SHEI
IMPORTANCE FACTOR: (IW): 1_0
RISK CATEGORY: I
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
FLORIDA BUILDING APPROVAL NUMBERS --
1. WINDOWS BY TAFCO CORP - FLORIDA BUILDING APPROVA
#FL20743.1-R1.
2. LP SMARTSIDE SIDING - FLORIDA BUILDING APPROVAL #FL$
3. SHINGLES BY OWENS CORNING - FLORIDA BUILDING APPR
#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 #FL83f
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 SHEATHING
FLORIDA BUILDING APPROVAL #FL16391.1-R2.
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 NAILIN
MAX WALL HEIGHT FOR EACH SHED:
SR600 - 5'-8 1/4" (68 1/4")
TR700 - 6-8 1/4" (80 1/4")
PR - 6'4 1/2" (76 1/2")
UNINHABITED UTILITY SHED
SR600,
(HVHZ) OVERHANG OPTIONS
3)
0
W
J
00
z
J
90.6-R5.
VAL
_
7-R5.
UP TO 12' WIDE x UP TO 24' LONG
TR700, PR COMMUNITY DEVELOPMENT
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
CORNING OAKRIDGE 30 YEAR
4 SHINGLES - FL10674-R10
-OR-
FLORIDA APPROVED THOMPSON
ARCHITECTURAL METALS CO.
METAL ROOFING - FL5218-R2
SEE SHEET 3 FOR STEEL FLOOR WITH
ANCHOR DETAIL OR FOUND:�TION 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 WINDOW SILL
FLOOR DECKING
BASE PLATE
FOR WINDOW OPENINGS UP TO 4'-0"
WINDOW HEADER DETAIL
FOR SIDE WALLS
SCALE. N.T.S.
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
RAFTER
SIMPSON H2.5A PL
INSIDE AT EACH f
DOUBLE TOP PLATE
WALL TOP
TOE NAIL WITH (3)
6d NAILS, (2) ONE
IDE, (1) OTHER
IDE
OTRUSS TO WALL
CONNECTION DETAIL
SCALE'. N.T.S.
CRIPPLES (IF REQ.)
HEADERS FOR
OPENINGS UP TO 4'-0"
USE (2) 2x4 SPF #2
OPENINGS4--1" TO 6'-0"
USE (2) 2x6(SPF #2
OPENINGS P'4" TO 8'-0"
USE (2) 2x8 SPF #2
KING STUD II
TRIMM
F OORV C ING
OFOR OPENINGS U TO 81`- ' VIL4
36 DOOR HEA R E
FOR SIDE r//
SCALE'. N.T.S. • i,
KING STUD
CRIPPLE STUD
LTRIMMER 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 �� I'lj� ry S ;S ',i
Order #. P.O. # TUFF SHED, INC. �� t F • % �E DRAWING NO.
TUFF SHED DESIGN ARE THE PROPERTY —
Customer: Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT FL -PR -SR -TR -01
No. 6835 = BUILDING SECTIONS
DRAWINGS ARE FOR A •�
Storage Buildings & Garages Date: 8/15/16 BUILDING TO BE SUPPLIED RICHARD J. WILLS, P.E. - REV. LEVEL 01
Site Address: AND BUILT BY TUFF SHED. HEADER FRAMING DETAILS
TUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE IS o'•• TA E of • , t FBC 6th EDITION (2017) SHEET
FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET -
' 0. , P • • • 1�
Building SIZe.WIDTH-LENGTH -HEIGH -SQ FT AREA Date:
Scale: N.T.S. RECORD SHED D THE ENGINEER OF DENVER,03) 73 88330EXDT 963150 /�tSfNRL'��`�C?' 155C PAGE 1 OF 4
,) SINGLE DOOR ASSEMBLY
TOP VIEW
SCALE. N.T.S.
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.
0
IV
INST LL DOOR HANDLE PER
MAN FACTURER'S
IN ST UCTIONS. USE #8 x 2-1/4"
QU
SE DRIVE WOOD SCREWS.
ATTACH STRIKE PLATE WITH (3)
#8 x 2' SQUARE DRIVE WOOD
SCREWS.
DB
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
ODOUBLE DOOR ASSEMBLY HII`
SIDE VIEW 3 FR
SCALE: NT. S. SCALE:
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.
3/8 SMART SIDE NAILING REQUIREMENTS
USE THESE NAILING TABLES FOR THE SR600, TR700 AND PR DRAWINGS
SIDE WALL EDGE NAILING REQUIREMENTS
END WALL EDGE NAILING REQUIREMENTS
MARK
6' 6'-24' 8d NAILS @ 6" O.C.
0'
6'-24'
MAX.
0'
MARK
10' 10'-24' 8d NAILS @ 6" O.C.
0'
10'-24'
12' 12'-24' 8d NAILS @ 6" O.C.
0'
WALLS
END
SIDE
5'
COMB.
MIN TOTAL
WALLS
END
SIDE
4'
MAX.
MIN TOTAL
BEING
WALL
WALL
7'
OPENING
COMBINED
B
@ 4" O.C.
WALL
5'
COMB.
12'-24'
USED
WIDTH
LENGTH
EDGE NAILING
(NOTE 2)
SHEAR WALL
USED
WIDTH
LENGTH
EDGE NAILING
OPENING
SALL
� AR WALL
NO OPENINGS ALONG THE WALL
6-24'
8d NAILS
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' 8d 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
6" O.C.
UP TO 12'
4'
8'
8'-24'
8d NAILS
6" O.C.
UP TO 12'
4'
10'
10'-24'
8d NAILS
@ 6" O.C.
UP TO 12'
5'
10'
10'-24'
8d NAILS
@ 4" O.C.
UP TO 12'
4'
12'
12'-24'
8d NAILS
@ 6" O.C.
UP TO 12'
7'
12'
12'-24'
18d NAILS
@ 4" O.C.
UP TO 12' 1
5'
12'
12'-24'
18d NAILS
@ 3" O.C.
UP TO 12' 1
4'
EXTERIOR DOOR SHEATHING
3/8" SMARTSIDE OR 3/8" 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 2-1/4" SQUARE
DRIVE WOOD SCREW.
GE ASSEMBLY
)NT VIEW
IT s.
ROOF SHEATHING (7/16" 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'
8d NAILS @ 12"O.Cj
8d NAILS @ 4" O.C.
NOTES:
1. USE 8d COMMON OR GALVANIZED BOX NAILS.
TABLE NOTES:
1. NAILING IS FOR 3/8" SMARTSIDE PANEL OR 3/8" 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 WA
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.
NO OPENINGS ALONG THE WALL
8d NAILS @ 6" O.C.
" 6'
6'
8d NAILS @ 6" O.C.
SEE NOTE 3
6'
8'-9'
8d NAILS @ 4" O.C.
SEE NOTE 3
6'
10'-12'
8d NAILS @ 6" O.C.
0'
6'
6'
14'-18'
8d NAILS @ 4" O.C.
0'
6'
6'
20'-24'
8d NAILS @ 3" O.C.
0'
6'
8'
8'-16'
8d NAILS @ 6" O.C.
0'
8'
8'
18'-24'
8d NAILS @ 4" O.C.
0'
8'
10'
10'-20'
8d NAILS @ 6" O.C.
0'
10'
10'
22'-24'
8d NAILS @ 4" O.C.
0'
10'
12'
12'-22'
8d NAILS @ 6" O.C.
0'
12'
12'
24'
8d NAILS @ 4" O.C.
0'
12'
■ MIN 2'-0" RTN WALLS ON
EACH END OF WALL-
In MIN 2'-0" WALL SEGMENT
6
8d NAILS @ 6" O.C.
3'
SEE NOTE 3
61
10,_12,
8d NAILS @ 3" O.C. (BS)
3'
2' RE: NOTE 6
8'
8'-10'
8d NAILS @ 6" O.C.
3'
5'
8'
12'-14'
8d NAILS @ 4" O.C.
3'
5'
8'
16'-20'
8d NAILS @ 3" O.C.
3'
8'
8'
8d NAILS @ 6" O.C.
4'
4'
8'
10'-12'
18d NAILS @ 4" O.C.
4'
4'
8'
14'-16'
8d NAILS @ 3" O.C.
4'
4'
10'
10'-14'
8d NAILS 6" O.C.
3'
7'
10'
16'-20'
8d NAILS @ 4" O.C.
3'
7'
10'
22'-24'
8d NAILS @ 3" O.C.
3'
7'
10'
10'-12'
8d NAILS @ 6" O.C.
4'
6'
10'
14'-18'
18d NAILS @ 4" O.C.
4'
6'
10'
20'-22'
8d NAILS @ 3" O.C.
4'
6'
10'
10'-12'
8d NAILS 4" O.C.
6'
10'
14'
8d NAILS P, 3" O.C.
6'
4'
12'
12'-14'
8d NAIL 6" O.C.
4'
8'
12'
16'-22'
4
4'
8'
12'
24'
d
4'
8'
12'
12'-16'
6'
6'
12'
18'-22'
6'
6'
12'
12'-14'
8'
4'
�i
Order #. P.O. # THESE DRAWINGS AND THE �`�� N S' �` '
TUFF SHED DESIGN ARE THE PROPERTY —
TUFF SHED, INC. �� F • .� ,��r 7ULE DRAWING NO.
Customer: Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT FL -PR -SR -TR -01
DRAWINGS ARE FOR A
N� `6835 DOOR DETAILS
Storage Buildings & Garages Site Address: Date: 8/15/16 BUILDING TO BE SUPPLIED RICHARD J. WILLS, P.E.
AND BUILT BY TUFF SHED. NAILING REQUIREMENTS
_ = REV. LEVEL 01
—
TUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE IS ° ••
FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET ��0 Date:TEop FBC, 6th EDITION (2017) SHEET
SHED ANi �` •. <
Building SIZe.WIDTH-LENGTH - HEIGHT -S FT AREA Scale: N.T.S. RECORDD THE ENGINEER OF ENVE(303) 7R3-88,
53 8833 ORADEXT. 6315 802 0
//'/�i'YS/0 AL OAGi '�\ l 1550 PAGE 2 OF 4
#12-14 X 3" HEX HEAD—
SELF-DRILLING SCREWS
3/4" 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.
OSTEEL SHED BASE DETAIL
SCALE'. NTS.
SIDING
1. STEEL SHED FOUNDATION:
LENGTH
60OT125-054 - 16 GAUGE STEEL TRACKS G140 ZINC COATED
6'
600S137-054 - 16 GAUGE STEEL JOISTS G140 ZINC COATED
6
@ 24" O.C.
4YLON
(SUPPLIER: ALLIED STUDCO (JOIST: 60OS137-054 / TRACK:
LOC
600T125-054) ICC ER -4943P.
BOLT (GRADE 2)
2. 3/4" APA OR TECO RATED TONGUE AND GROOVE FLOOR
'
DECKING. 24" MAX PANEL SPAN. STAGGER PANEL LAYOUT.
Z
3. FASTEN FLOOR DECKING TO JOIST & TRACKS USING
10
#8 x 1-5/8" ZINC PLATED SCREWS @ 12" O.C.
FLOOR PLY
NO BLOCKING REQUIRED. ALL EDGES SHALL LIE ON FLOOR
d
JOISTS. STAGGER PANEL LAYOUT PER APA CONDITION 1.
-OR-
4. FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO JOISTS
12'-18'
OR TRACKS WITH #12-14 X 3" GALVANIZED SELF -DRILLING
i
SCREWS. REFERENCE SPACING CHART.
i
5. ALLOWABLE FLOOR LIVE LOAD: 75 PSF FOR STEEL JOISTS
CONTINUOUSLY SUPPORTED. 50 PSF FOR JOISTS ON BLOCKS
MENT
AS SHOWN.
STAINLESS STEEL 304
6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL
R NOT
BUILDING:
SUGGESTED SIZES: 2" x 8" x 16", 4" x 8" x 16", OR 8" x 8" x 16".
MIN. EDGE DISTANCE = 6"
BLOCKS UNDER JOISTS SPACED @ 8'-0" O.C. MAXIMUM.
BASE
BLOCKS UNDER TRACK SPACED @ 4'-0" O.C. MAXIMUM.
SIDING
STU
LENGTH
TRIM
6'
6'-10'
6
3/8"
4YLON
3/8" CARRIAGE
LOC
NUT
BOLT (GRADE 2)
8'
16'-20'
8
Z
BASEPLATE
10
10'
FLOOR PLY
OT17SWB
d
18'-24'
-OR-
12'
12'-18'
OT24SWB
12'
,
6"
o
MIN
1/2" HILTI KWIK BOLT TZ
MENT
STAINLESS STEEL 304
3" CLR.
R NOT
EMBEDMENT DEPTH -- 2 1/4"
STEEL SHED
MIN. EDGE DISTANCE = 6"
BASE
ANCHOR SPACING: RE: KWIK
4" CONCRETE
BOLT ANCHORS TABLE, SHEET 3
PAD
(MIN)
OSIDEWALL BRACKET DETAIL
SCALE. N T.S
SLAB
KWIK BOLT ANCHORS
(INTO CONCRETE)
E: 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
NOTES:
1. ANCHORS TO BE KWIK BOLT TZ, 304 SS
2. PROVIDE (1) ANCHOR AT EA. CORNER
OF THE BUILDING. THE REMAINING
ANCHORS EQUALLY SPACED ALONG THE
LENGTH OF THE BUILDING. (1/2 THE
REMAINING ANCHORS ON EA. LENGTH
SIDE EQUALLY SPACED).
BLOCK
TRIM
SIDING
AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES
• PART NUMBERS:
OT3644GPMP- 5/8" X 36" (36" IMBED) GALVANIZED AUGER
ATTACH BRACKET TO OT17SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTS
STUD THRU HOLE IN REPORT NO. LO-FJ90129-A
ANCHOR PLATE WITH -OR-
3/8"0 x 4" CARRIAGE OT24SWBSIDEWALL BRACKET FOR USE WITH THRU BOLTS
BOLT AND LOCKNUT REPORT NO. LO-FJ90129-B
• WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS
CORNER STUD WITH THE MAXIMUM LOAD OF 5,080 LBS
qx \ \ J
STUD
\ w
0
co
STUD
M SIDING
TRIM
END WALL
AUGER ANCHORS
a
v >-
r>
WIDTH
LENGTH
# OF ANCHORS
6'
6'-18'
4 ANCHORS
8'
8'-24'
4 ANCHORS
10'
10'-24'
4 ANCHORS
12'
12'-24'
4 ANCHORS
ANCHOR BRACKET
TO BE FLUSH WITH
OAUGER ANCHOR DETAILEDGE OF TRIM
SCALE. N.T.S.
UNHEATED SPACE
ANCHOR BOLT &
P.T. SILL PLATE
PER NOTES BELOW
4 -ANCHORS PROVIDE (1) AT EA.
CORNER OF THE BUILDING.
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, 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.
Order #. P.O. # THESE DRAWINGS AND THE �\�` �� DRAWING NO.
DESIGN ARE THE PROPERTY TUFF SHED, INC. ` �c'• .�
Customer: Drawn By: PK OF TUFF SHED, INC. THESE RNGINEERING DEPARTMENT FL -PR -SR -TR -01
TUFF SHED
DRAWINGS ARE FOR A 7 5 DETAILS
Storage Buildings & Garages Date: 8/15/16 BUILDING TO BE SUPPLIED RICHARD J. WILLS, P.E. _j.
Site Address: AND BUILT BY TUFF SHED. REV. LEVEL 01
UFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE IS
nE6
O 1777 S. HARRISON STREET °•• Sr E F e FBC, 6th EDITION (2017) SHEET
FORBIDDEN BY BOTH TUFF �'•
Building SIZe.WIDTH-LENGTH-HEIGHT-S F AREA Scale. N.T.S. RECORDD THE ENGINEER OF DENVER,3 3) 753-8833 0EXT.O963050 /�/S 7�L �,�v 155C PAGE 3 OF 4
a
v >-
r>
1 3/4'
FINISH
GRADE
#4 CONTINUOUS
TOP & BOTTOM
CONCRETE FLOOR
—�y --
00
SLAB
EINIF R
MENT
n
3" CLR.
R NOT
3 BELOW
v
TYP.
M
8„ CK
SLAB
MIN.
0`�
I` CONCRETE FOUNDATION DE
fr
\, �
SCALE: N.T.S.
4 -ANCHORS PROVIDE (1) AT EA.
CORNER OF THE BUILDING.
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, 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.
Order #. P.O. # THESE DRAWINGS AND THE �\�` �� DRAWING NO.
DESIGN ARE THE PROPERTY TUFF SHED, INC. ` �c'• .�
Customer: Drawn By: PK OF TUFF SHED, INC. THESE RNGINEERING DEPARTMENT FL -PR -SR -TR -01
TUFF SHED
DRAWINGS ARE FOR A 7 5 DETAILS
Storage Buildings & Garages Date: 8/15/16 BUILDING TO BE SUPPLIED RICHARD J. WILLS, P.E. _j.
Site Address: AND BUILT BY TUFF SHED. REV. LEVEL 01
UFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE IS
nE6
O 1777 S. HARRISON STREET °•• Sr E F e FBC, 6th EDITION (2017) SHEET
FORBIDDEN BY BOTH TUFF �'•
Building SIZe.WIDTH-LENGTH-HEIGHT-S F AREA Scale. N.T.S. RECORDD THE ENGINEER OF DENVER,3 3) 753-8833 0EXT.O963050 /�/S 7�L �,�v 155C PAGE 3 OF 4
CO 3X4 20 PLATES 3X4 20 GA PLATES
3'-0" 1 EACH SIDE i\ 1 EACH SIDE
1 718„ 1/16„
12 12
Q 4 Q 4
00
CD 18.0°
o
0 6'-0"
N � 10'-0"
LO
N
3X4 20 GA PLATES
3X4 20 PLATES ch 1 EACH SIDE
�OOn 1 EACH SIDE 6'-0"
r� 4'-0 3 1
6;
4 ; 1/16„
12
12 Q 4
Qa
00
3X6 20 GA
o
PLATES
1 EACH SIDE
w 81-011 00
LO
LO N N 6'-0"
12'-0"
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 BETTER
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
6' SPAN
REACTIONS:
MAX. VERTICAL: 205 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.
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.
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.
PLATES ARE MANUFACTURED BY EAGLE METAL PRODUCTS, ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING THIS TRUSS ARE TO DO IN
ICC -ES #ESR -1082. ACCORDANCE TO THE RECOMMENDATIONS OF THE LATEST VERSION OF THE BCSI.
Order #. P.O. # THESE DRAWINGS AND DESIGN ARE THE PROPERTY TUFF SHED, INC. •EtNv
�.�✓/��///,.,/ TITLE DRAWING NO.
TUFF SHED Customer: Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT •• s F' •S FL -PR -TR -01
TRUSS DETAILS
DRAWINGS ARE FORA 1
Storage Buildings & Garages Date: 8/15/16 BUILDING TO BE SUPPLIED RICHARD J. WILLS P.E. = No. 76835
REV. LEVEL 01
Site Address: AND BUILT BY TUFF SHED. =
TUFF SHED, MFG. FACILITIES AND
By: ANY OTHER USE IS — * _
1777 S. HARRISON STREET FBC 6th EDITION 2 SHEET
8524 EAST COLONIAL DRIVE FORBIDDEN BY BOTH TUFF ; 017 �}
ORLANDO, FL 32817 j� Date: SHED AND THE ENGINEER OF DENVER, COLORADO 80210 -o'• SATE of : • CC
(88NDO, L32 Building SIZe.WIDTH-LENGTH-HEIGHT-SQ.FT. EA �• ( 1550
STORE (88 Scale: N.T.S. RECORD (303) 753-8833 EXT. 96315 ��� 0,�� , ;o R p P•,\ �, PAGE 4 OF 4
///f I