HomeMy WebLinkAboutApproved PlansNOTES:
1. BUILDING CODE:
FLORIDA BUILDING CODE, 5th EDITION (2014)
BUILDINGS ARE NOT FOR HIGH -VELOCITY HURRICANE ZONES (HVHZ)
2. DESIGN LOADING:
WIND SPEED (T1609.3.1): VNIt = 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)
IMPORTANCE FACTOR: (6): 1_0
-RISK CATEGORY: I
COMPONENT AND CLADDING: ROOF: 29 PSF (ZONE 1)
WIND PRESSURE (psf) (ASD VALUES) 59 PSF (ZONE 2A
(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 APPROVAL
#FL20743.1.
2. LP SMARTSIDE SIDING - FLORIDA BUILDING APPROVAL #FL9190.6-R4.
3. SHINGLES BY OWENS CORNING - FLORIDA BUILDING APPROVAL
#FL10674.1-R12.
4. ROOF UNDERLAYMENT BY WOODLAND INDUSTRIES INC. -
FLORIDA BUILDING APPROVAL #FL17206.2-R3.
5. THOMPSON ARCHITECTURAL METALS CO. METAL ROOFING -
FLORIDA BUILDING APPROVAL #FL5218.1-R2.
6. INNOVATIONS MANUFACTURING, INC. TRANSOM WINDOWS -
FLORIDA BUILDING APPROVAL #FL17667 1
UNINHABITED
01=
G\,O J
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9
File Copy
UTILITY SHED UP TO 12' WIDE x UP TO 24' LONGsT Iovrot*,4,dlIRt�P,�G��ION
SR600, TR700, PR RFWFANILDFOR LIANCE
NG OPTIONS
SEE SHEET 3 FOR STEEL FLOOR WITH
ANCHOR DETAIL OR FOUNDATION DETAIL
UP TO 12' WIDE
OBUILDING SECTION
SCALE: N.T.S.
7. FLOOD SOLUTIONS, LLC FLOOD VENTS (IF REQ'D)- MUD FASTENERS OR ATTACHMENTS
FLORIDA BUILDING APPROVAL #FL17588.1. ARE THE RESPONS1810 OF THE
HEADER NAILING: iKWOR QF REM
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'-8 1/4" (68 1/4")
TR700 - 6-8 1/4" (80 1/4")
PR - 6'-4 1/2" (76 1/2")
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TUFF SHED
Storage Buildings & Garages
_
TUFF SHED, MFG. FACILITIES
8524 EAST COLONIAL DRIVE
ORLANDO, FL 32817
(888)788 -TUFF
STORE 520
H,�vIGi�►
REFER TO THE TRUSS DESIGN FOR
DATC
LUMBER SIZE, TRUSS SPACING
PLAAN D PERMIT MUST BE KEPT ON JOB
AND PLATE SIZE
OR NO INSPECTION WILL BE MADE, TOE NAIL WITH (3)
COLLAR TIE REQUIRED ONLY AT
16d NAILS, (2) ONE
12' WIDE SHEDS, SEE TRUSS CALCULATIONS
SIDE, (1) OTHER
SIDE
12 FLORIDA APPROVED OWENS
RAFTER
1777 S. HARRISON STREET
DENVER, COLORADO 80210
CORNING OAKRIDGE 30 YEAR
FBC, 5th EDITION (2014)
4 SHINGLES - FL10674-R10
-OR-
0;1 1 0
q•10 1l`�
155C
.c A
FLORIDA APPROVED THOMPSON
PAGE 1 OF 4
ARCHITECTURAL METALS CO.
METAL ROOFING - FL5218-R2
SEE SHEET 3 FOR STEEL FLOOR WITH
ANCHOR DETAIL OR FOUNDATION DETAIL
UP TO 12' WIDE
OBUILDING SECTION
SCALE: N.T.S.
7. FLOOD SOLUTIONS, LLC FLOOD VENTS (IF REQ'D)- MUD FASTENERS OR ATTACHMENTS
FLORIDA BUILDING APPROVAL #FL17588.1. ARE THE RESPONS1810 OF THE
HEADER NAILING: iKWOR QF REM
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'-8 1/4" (68 1/4")
TR700 - 6-8 1/4" (80 1/4")
PR - 6'-4 1/2" (76 1/2")
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TUFF SHED
Storage Buildings & Garages
_
TUFF SHED, MFG. FACILITIES
8524 EAST COLONIAL DRIVE
ORLANDO, FL 32817
(888)788 -TUFF
STORE 520
Order #.
Customer:
Site Address:
P.O.#
Drawn By: PK
Date: 8/15/16
Checked By:
Building Size:WIGTH- LENGTH - HEIGHT - SG. FT.A
_
Date:
Scale, N.T.S.
DOUBLE: TOP PLATE
CRIPPLES (IF REQ.)
=RS FOR
41GS UP TO 4'-0"
(2) 2x4 SPF #2
2x4 WINDOW SILL
FLOOR DECKING
� BASE PLATE
KING STUD
FOR WINDOW OPENINGS UP TO 4'-0"
3WINDOW HEADER DETAIL
FOR SIDE 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
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
SIMPSON H2.5A PLATE ON
INSIDE AT EACH RAFTER
WALL TOP PLATES
DOUBLE TOP PLATE
SIDING
STUDS
2 TRUSS TO WALL
CONNECTION DETAIL
SCALE: N.T.S.
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"
36 OR SIDE WALLSDOOR Al
KING STUD
i--- CRIPPLE STUD
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.TS.
SHED,TUFF INC.
�� C S ��,-//
TITLE
DRAWING NO.
ENGINEERING DEPARTMENT
•r
BUILDING SECTIONS
FL -PR -SR -TR -01
RICHARD J. WILLS, P.E.
HEADER FRAMING DETAILS
REV. LEVEL 01
SHEET
1777 S. HARRISON STREET
DENVER, COLORADO 80210
A
FBC, 5th EDITION (2014)
ATE OF C
���/O�` Q
(303) 753-8833 EXT. 5618
0;1 1 0
q•10 1l`�
155C
.c A
PAGE 1 OF 4
SINGLE DOOR ASSEMBLY
TOP VIEW
SCAM: N.T.S.
- THE
(B )OLT LATCH ON FIXED DOOR FOR —�
ATTACH
BOLT LATCH AT THE TOP AND
FIX D AE
DOLT OR ATTACH EACH OLTTCH AT THE BOTTOMOLATCH
ASSEMBLY WITH (4) #8 x 2-1/4" SQUARE
DRIVE WOOD SCREWS.
DOOR HANDLE AND STRIKE
INSTALL DOOR HANDLE PER
MANUFACTURER'S
INSTRUCTIONS. USE #8 x 2-1/4"
SQUARE DRIVE WOOD SCREWS.
ATTACH STRIKE PLATE WITH (3)
#8 x 2' SQUARE DRIVE WOOD
SCREWS.
DOUBLE DOOR ASSEMBLY
I B TOP VIEW
SCAM: N.T.S.
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
SLAM: N.TS.
File C
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
UP TO 12'
4'
8'
MAX.
8d NAILS 6" O.C.
MARK
4'
10'
10'-24'
8d NAILS 6" O.C.
UP TO 12'
WALLS
END
SIDE
1 NAILS 4" O.C.
COMB.
MIN TOTAL
WALLS
END
SIDE
UP TO 1r
MAX.
MIN TOTAL
BEING
WALL
WALL
5'
OPENIN2G
COMBINED
ING
L
T
WALL
8'
COMB.
COMBINED
USED
WIDTH
LENGTH
EDGE NAILING
(NOTE )
SHEAR WALL
ED
USED
WIDTH
LENGTH
EDGE NAILING
OPENING
SHEAR WAL
L
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' 1 10'-24' 8d NAILS @ 6" O.C. 0' 10'-24'
• MIN 2'-0" RTN WALLS ON EACH END OF WALL- •MIN 2'-0" WALL SEGMENT
6'
6-24'
8d NAILS 0 6" O.C.
UP TO 12'
4'
8'
V-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'
1 NAILS 4" O.C.
UP TO 1r
4'
12'
12'-24'
8d NAILS @ 6" .C.
UP TO 1r
T
12'
12'-24'
8d NAILS @ 4" O.C.
UP TO 12
5'
1z
1Z-2*
8d NAILS @ 3" O.C.
UP TO 12'
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
PPER DOOR/DOOR
PANEL, FILL EVERY
HOLE IN HINGE WITH A
#8 x 2-1/4" SQUARE
DRIVE WOOD SCREW.
3 HINGE ASSEMBLY
FRONT VIEW
SLAM: 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.
TUFF SHED
Storage Buildings & Garages
TUFF SHED, MFG. FACILITIES
8524 EAST COLONIAL DANE
ORLANDO, FL 32817
(888)788 -TUFF
STORE 520
P.O. #
Drawn By: PK
Address: Date: 8/15/16
Checked By:
Date:
Scale: N.T.S.
ROOF SHEATHING (7116" OSB)
G E ;<( "'�4
•• s 's i�
76835 ::
8d NAILS @ 6" O.C.
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.
tr
12'-24'
8d NAILS @ 12" O.C1
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 V-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 318" SMARTSIDE: 8d @ 12" O.C.
6. ON THESE BUILDINGS 6'X 10'-18' THE 3' OOR 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. A
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.
• MIN 2'-0" RTN WALLS ON EACH END OF WALL- •MIN 2'-0" WALL SEGMENT
TUFF SHED, INC.♦
ENGINEERING DEPARTMENT
G E ;<( "'�4
•• s 's i�
76835 ::
8d NAILS @ 6" O.C.
3'
SEE NOTE 3
* �* _
NAILING REQUIREMENTS
8d NAILS 3"
O.C. (BS)
3•
2' RE: NOTE 6
8'
V-10'
8d NAILS 0 6"
O.C.
3'
5'
8'
1r-14'
8d NAILS 4"
O.C.
3'
5'
8'
16-20'
8d NAILS 3"
O.C.
3'
5'
8'
B.
8d NAILS @ 6"
O.C.
4'
4'
8'
10'-12'
8d NAILS @ 4"
O.C.
4'
4'
8'
14'-16'
8d NAILS @ 3"
O.C.
4'
4'
10'
10'-14'
8d NAILS 0 6"
O.C.
3'
7'
10'
16'-20'
8d NAILS 0 4"
O.C.
3'
T
10'
2r-24'
8d NAILS @ 3"
O.C.
3'
T
10'
10'-12'
8d NAILS @ 6"
O.C.
4'
6'
10'
14'-18'
8d NAILS 4"
O.C.
4'
6'
10'
20'-22'
8d NAILS & 3"
O.C.
4'
6'
10'
10'-12'
8d NAILS 0. 4"
O.C.
6'
10'
14'
8d6' NALS 3" O.C.
4'
12'
12'-14'
d AILS 6" O.
4'
8'
12'
16'-22'
d All WV
O.C.
4'
8'
12'
24'
t3d NAIUS_@�.4'
8'
12T
1 '-16'
6'
6'
18'-22'
6'
6'
1 r
12'-14'
Uff NAII
8'
4'
TUFF SHED, INC.♦
ENGINEERING DEPARTMENT
G E ;<( "'�4
•• s 's i�
76835 ::
TITLE
DOOR DETAILS
RICHARD J. WILLS, P.E.
* �* _
NAILING REQUIREMENTS
1777 S. HARRISON STREET
DENVER, COLORADO 80210
'•
i A''. ST TE OF J
}
��90��
FBC, 5th EDITION (2014)
155C
(303) 753-8833 EXT. 5618
Ft RID.
f+��
DRAWING NO.
FL -PR -SR -TR -01
REV. LEVEL 01
SHEET 2
PAGE 2 OF 4
r
#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)
YVENT 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
scue: N.TS.
SIDING
TRIM
3/8" CARRIAGE
BOLT (GRADE 2)
OTI7SWB
-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
1. STEEL SHED FOUNDATION:
60OT125-054 - 16 GAUGE STEEL TRACKS G140 ZINC COATED
6005137-054 - 16 GAUGE STEEL JOISTS G140 ZINC COATED
@ 24" O.C.
(SUPPLIER: ALLIED STUDCO (JOIST: 6005137-054 / TRACK:
60OT125-054)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 1-5/8" 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.
STUD
3/8" NYLON
LOCK NUT
�
1 } � BASEPLATE
FLOOR PLY
n
STEEL SI
BASE
4" CONCRETE
PAD (MIN)
OSIDEWALL BRACKET DETAIL
SW E: N.TS.
KWIK BOLT ANCHORS
R(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'-18'
6
10'
18'-24'
8
12
12'-18'
6
12'
20'-24
8
U a: FINISH
iI)i GRADE
A
File Copy
AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES
• PART NUMBERS:
OT3644GPMP- 5/8• X 36" (36" IMBED) GALVANIZED AUGER
OTI7SWB - 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
J
3
ILL
0
an
SIDING
AUGER ANCHORS
;0
WIDTH
TRIM
# OF ANCHORS
6'
SIDING
2X4X2
V
8'-24'4
BLOCK
10'
10'-24'
4 ANCHORS
12'
ATTACH BRACKET TO
4 ANCHORS
STUD THRU HOLE IN
ANCHOR PLATE WITH
z�
2. PROVIDE (1) ANCHOR AT EA. CORNER
3/8"0 x 4" CARRIAGE
3" CLR.
BOLT AND LOCKNUT
REINFORCEMENT
PER NOTES
CORNER STUD
U a: FINISH
iI)i GRADE
A
File Copy
AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES
• PART NUMBERS:
OT3644GPMP- 5/8• X 36" (36" IMBED) GALVANIZED AUGER
OTI7SWB - 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
J
3
ILL
0
an
SIDING
AUGER ANCHORS
;0
WIDTH
LENGTH
# OF ANCHORS
6'
6'-18'
4 ANCHORS
V
8'-24'4
ANCHORS
10'
10'-24'
4 ANCHORS
12'
12'-24'
4 ANCHORS
TRIM
END WALL
ANCHOR BRACKET
TO BE FLUSH WITH
OAUGER ANCHOR DETAIL EDGE OF TRIM
Score: N.TS.
UNHEATED SPACE
ANCHOR BOLT &
P.T. SILL PLATE
PER NOTES BELOW
14'1
1 3 1/1'/ OP & BOTTOMS
a
FLOOR
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 WIAXW1.4. LOCATE AT MID -DEPTH OF SLAB.
-OR-
SLAB REINFORCEMENT SHALL BE FIBERMESH 150 OR BLENDED
FIBERMESH150. FIBERMESH SHOULD BE DISPERSED UNIFORMLY
THROUGH CONCRETE WI 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.
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.
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.
S. EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST 5" IMO 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.
'TUFF S }[ E D
Order #. P.O. # THESE DRAWINGS AND THE ; ES GN ARE THE PROPERTY TUFF SHED, INC. p E gF s TITLE DRAWING NO.
Customer: Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT !y FL -PR -SR -TR -01
DRAWINGS ARE FORA _ DETAILS
Storage Buildings & Garages Date: 8/15116 BUILDING TO BE SUPPLIED RICHARD J. WILLS, P.E. 7 r ;*' REV. LEVEL 01
Site Address: _ SCS _
TUFF SHED, MFG. FACILITIES AND BUILT BY TUFF SHED. _
Checked By: ANY OTHER USE IS
O 1777 S. HARRISON STREET FBC, 5th EDITION (2014) SHEET
8524 EAST COLONIAL DRIVE FORBIDDEN BY BOTH TUFF i
ORLANDO, FL 32817 Date: SHED AND THE ENGINEER OF DENVER, COLORADO 80210 -o'•, 8 ATE OF
STORE 520 )788 -TUFF Building Size:WIOTN-LEN�TN-NEiGHT-��.4N"A Scale: N.T.S. RECORD (303) 753-8833 EXT. 5618 ���90 4n o R; 'e.
ORLANDO,
�� 155C PAGE 3 OF 4
;0
NOTES:
1. ANCHORS TO BE KWIK BOLT TZ, 304 SS
SLAB
2. PROVIDE (1) ANCHOR AT EA. CORNER
w
3" CLR.
REINFORCEMENT
PER NOTES
OF THE BUILDING. THE REMAINING
BELO
ANCHORS EQUALLY SPACED ALONG THE
U
TMP
LENGTH OF THE BUILDING. (1/2 THE
m
8"
REMAINING ANCHORS ON EA. LENGTH
THICKE D
B
SIDE EQUALLY SPACED).
MIN.
O4 CONCRETE FOUNDATION DETAIL
SUM N.TS.
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 WIAXW1.4. LOCATE AT MID -DEPTH OF SLAB.
-OR-
SLAB REINFORCEMENT SHALL BE FIBERMESH 150 OR BLENDED
FIBERMESH150. FIBERMESH SHOULD BE DISPERSED UNIFORMLY
THROUGH CONCRETE WI 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.
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.
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.
S. EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST 5" IMO 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.
'TUFF S }[ E D
Order #. P.O. # THESE DRAWINGS AND THE ; ES GN ARE THE PROPERTY TUFF SHED, INC. p E gF s TITLE DRAWING NO.
Customer: Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT !y FL -PR -SR -TR -01
DRAWINGS ARE FORA _ DETAILS
Storage Buildings & Garages Date: 8/15116 BUILDING TO BE SUPPLIED RICHARD J. WILLS, P.E. 7 r ;*' REV. LEVEL 01
Site Address: _ SCS _
TUFF SHED, MFG. FACILITIES AND BUILT BY TUFF SHED. _
Checked By: ANY OTHER USE IS
O 1777 S. HARRISON STREET FBC, 5th EDITION (2014) SHEET
8524 EAST COLONIAL DRIVE FORBIDDEN BY BOTH TUFF i
ORLANDO, FL 32817 Date: SHED AND THE ENGINEER OF DENVER, COLORADO 80210 -o'•, 8 ATE OF
STORE 520 )788 -TUFF Building Size:WIOTN-LEN�TN-NEiGHT-��.4N"A Scale: N.T.S. RECORD (303) 753-8833 EXT. 5618 ���90 4n o R; 'e.
ORLANDO,
�� 155C PAGE 3 OF 4
GO
3X4 20 PLATES
3' 1 EACH SIDE
'3'.1718-
12
:17/6"12
Q4
GO f r 6,_0„
N
4'-0"
3X4 20 PLATES
1 EACH SIDE
4'..2
4
DESIGN LOADS:
TOP CHORD LIVE LOAD = 20 PSF
TOP CHORD DEAD LOAD = 10 PSF
COLLAR TIE DEAD LOAD = 5 PSF
NOTES:
FBC, 5th EDITION (2014)
ANSI/TPI 1-2007
TRUSSES TO BE SPACED @ 24" OC
MATERIAL TO BE 2X4 SOUTHERN PINE 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
PLATES ARE MANUFACTURED BY EAGLE METAL PRODUCTS,
ICC -ES #ESR -1082.
— 3X4 20 GA PLATES
1 EACH SIDE
5:3 1/16"
6' SPAN
REACTIONS:
12 /
�4 7
MAX. VERTICAL: 205 LBS.
MAX. UPLIFT: -160 LBS.
10,_0•,
N
3X4 20 GA PLATES
L+T 1 EACH SIDE
6'-0"
12
Q4
3X6 20 GA
PLATES
1 EACH SIDE
00
In
N 6'-0"
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.
File Copy
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.
"TUFF SHED Order #. P.O. # THESE DRAWINGS AND THE — TUFF SHED, INC. \\ t 1r�//// TITLE DRAWING NO.
DESIGN ARE THE PROPERTY \ �� d /
Customer: Drawn By: PK DOF TUFF SHED, INC. RAWINGS ARE FORA ESE ENGINEERING DEPARTMENT `\\\ i ro�<`s✓moi TRUSS DETAILS FL -PR -SR -TR -01
Storage Buildings & Garages Date: 8115/16 BUILDING TO BE SUPPLIED RICHARD J. WILLS, P.E._ REV. LEVEL 01
Site Address: AND BUILT BY TUFF SHED. *� 7683$ SHEET
TUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE IS
8524 EAST COLONIAL DRIVE FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET * i*E FBC), 5th EDITION (2014)
ORLANDO, FL 32817Date: SHED AND THE ENGINEER OF DENVER, COLORADO 80210 -a i
Building SIZe:WIDTH. LENGTH.HEIGHT-SO. Ff.P EA i 9 57q
(888)788 -TUFF RECORD (303) 753-8833 EXT. 5618 p •, ,� rE Dft �\ \\� 155C
STORE 520 Scale: N.T.S. �.��,• �,, PAGE 4OF4