645 Plaza ACC19-0044 ShedNOTES:
1. BUILDING CODE:
FLORIDA BUILDING CODE, 6th EDITION (2017)
BUILDINGS ARE NOT FOR HIGH -VELOCITY HURRICANE ZONES (HVHZ;
2. DESIGN LOADING:
WIND SPEED (T1609.3.1): V„n = 145
V.Sd = 112
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: (IW): 1_0
RISK CATEGORY: I
COMPONENT AND CLADDING: ROOF: +16 PSF / -28 PSI= ZONE 1
WIND PRESSURE (psf (ASD VALUES) +16 PSF / -47 PSI= ZONE 2
(BASED ON 10 SQ FT) +16 PSF / -70 PSI= ZONE 3
WALL: +28 PSF / -30 PSI= ZONE 4
+28 PSF / -37 PSI= ZONE 5
INTERNAL WIND PRESSURE COEFFICIENT: +0.18 /-0.18
(ENCLOSED BUILDING)
FLORIDA BUILDING APPROVAL NUMBERS -
1. WINDOWS BY TAFCO CORP - FLORIDA BUILDING APPROVAL
#FL20743.1-R1.
2. LP SMARTSIDE SIDING - FLORIDA BUILDING APPROVAL #FL.9190.6-R5.
3. SHINGLES BY OWENS CORNING - FLORIDA BUILDING APPROVAL
#FL1 0674. 1 -R1 3.
4. ROOF UNDERLAYMENT BY WOODLAND INDUSTRIES INC. -
FLORIDA BUILDING APPROVAL #FL17206.1-R4.
5. GULF COAST SUPPY AND MANUFACTURING METAL ROOK JG -
FLORIDA BUILDING APPROVAL #FL11651-R3.
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 SHEATHIN ') -
FLORIDA BUILDING APPROVAL #FL16391.1-R2.
9. TUFF SHED, INC DOORS - FLORIDA BUILDING APPROVAL
#FL22202.1-R3, #FL22202.2-R3, #FL22202.3-R3, #FL22202.4-R3.
10. HDU HOLDOWNS BY SIMPSON STRONG -TIE -
FLORIDA BUILDING APPROVAL #FL10441.4-R5.
11. SSTB ANCHOR BOLTS BY SIMPSON STRONG -TIE -
FLORIDA BUILDING APPROVAL #FL13628.2-R4.
TUFF SHED
Storage Buildings & Garages
TUFF SHED, MFG. FACILITIES
Order #.
UNINHABITED UTILITY SHED UP TO 12' WIDE x UP TO 24' LONG
SR600, TR700, PR
P.O. #
OVERHANG OPTIONS
A
REFER TO THE TRUSS DESIGN FOR
LUMBER SIZE, TRUSS SPACING
AND PLATE SIZE (1) SIMPSON H2.5A TIE PER
BEARING, (2) TOTAL PER TRUSS,
�- COLLAR TIE REQUIRED ONLY AT INSTALLED PER MANUFA( T
12' WIDE SHEDS
12 FLORIDA APPROVED OWENS RAFTER TRUSS
4 CORNING OAKRIDGE 30 YEAR
SHINGLES - #FL10674.1-R13
-OR-
FLORIDA APPROVED GULF COAST SUPPLY
AND MANUFACTURING METAL ROOFING -
#FL11651-R3
SEE SHEET 3 FOR STEEL FLOOR WITH
ANCHOR DETAIL OR FOUNDATION DETAIL
UP TO 12' WIDE
OBUILDING SECTION
SCALE: N.T.S.
WALL SHEATHING NAILING --
REFER TO SHEET 2 FOR WALL SHEATHING NAILING
ROOF SHEATHING NAILING -
1. USE 0.113"0 X 2%8' HOT DIPPED GALVANIZED RING SHANK NAILS
2. NAILING: EDGE - @ 4" O.C.
FIELD - @ 8" O.C.
HEADER NAILING -
1. HEADER TO STUD - (4) 16d END NAIL
2. DOUBLE HEADER - 16d @ 16" O.C. STAGGERED FACE NAIL
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")
Customer:
Site Address:
o.85802
Drawn By: PK
Date: 8/15/16
STATE OF0
Checked By:
10
Date:
�+
BuildingS lZe.WIDTH-LENGTH-HEIGHT
SQ. FT AREA
[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 -
MINIMUM (2) VENTS, (1) EACH ON
OPPOSITE WALLS - ONE SQ INCH
VENT FOR EVERY ONE SQ FT
OF BUILDING
TUFF SHED, INC.
ENGINEERING DEPARTMENT
COLIN SWAYSLAND, P.E.
177'7 S. HARRISON STREET
DENVER, COLORADO 80210
(303) 753-8833 EXT. 96317
WALL TOP I
TOE NAIL WITH (3)
6d NAILS, (2) ONE
'IDE, (1) OTHER
'IDE
OTRUSS TO WALL
CONNECTION DETAIL
ROOF SHEATHING (7/16" OSB)
FBC 2304.8.2
ASPHALTIC SHINGLES
FBC 1507.2 OR METAL
ROOF FBC 1507.4 FOR
4:12 ROOF SLOPE
SCALE. N T.S.
DRIP EDGE
PER FBC 1507.2.9.3
ALL FASTENERS FBC 1507
REFERENCE NAILING NOTES
OROOF ASSEMBLY
DETAIL
'SCA tTt§1111/, ,
,�`"MVV. ••�.��•E•"sF••.yo'':
o.85802
;
STATE OF0
'
10
=
ROOF UNDERLAYMENT
FBC 1507.1.1
FOR 4:12 ROOF SLOPE
PANEL EDGE SUPPORTED
BY PANEL EDGE CLIPS
(H -CLIPS)
TITLE DRAWING NO.
BUILDING SECTIONS FL -PR -SR -TR -01
HEADER FRAMING DETAILS REV. LEVEL 01
FBC, 6th EDITION (2017) SHEET
145C
PAGE 1 OF 4
SHEAR WALL NAILING NOTES:
1. USE 0.113"0 X 23/8" HOT DIPPED GALVANIZED RING SHANK NAILS
2. NAILING: EDGE - @ 3" O.C.
FIELD - (cD_ 6" O.C.
3. NAILING IS FOR 3/9" SMARTSIDE PANEL OR 3/8" SMARTSIDE WITH FOIL BACKER.
4. NO SINGLE OPENING GREATER THAN 8'-0".
5. 6' WIDE X 6'-9' LONG, 8' WIDE X 8'-12' LONG BUILDINGS ARE BASED ON 3 -SIDED
DIAPHRAGM. THE END WALL OPPOSITE OF THE WALL WITH OPENINGS MUST BE
FULLY SHEATHED WITH NO OPENINGS.
6. THE DOOR END WALL SHALL SHEATHED ON BOTH SIDES WITH MINIMUM 3/8"
SMARTSIDE FOR THE FOLLOWING SIZE BUILDINGS:
6.1. 10' WIDE X 20' LONG - 4' WIDE DOOR
6.2. 10' WIDE X 14'-20' LONG - 6' WIDE DOOR
6.3. 12' WIDE X 20'-24' LONG - 6' WIDE DOOR
7. ALL OTHER SIZES NOT LISTED IN NOTES 5 AND 6 WILL HAVE TYPICAL NAILING AS
DESCRIBED IN NOTE 2.
12
4
2'-0" 6'-0" 2,-0"
MIN MAX I MIN
MAX. 12'-0"
WALL A ELEVATION
SCALE: 3116"= 1'-0"
FLOOD VENT (AS REQ'D),
MIN OF (2) VENTS, (1) EACH ON
OPPOSITE WALLS, TOTAL VENT
OPENING AREA (SQ. IN.) SHALL
EXCEED SHED AREA (SQ. FT.),
INSTALL ADDITIONAL VENTS
AS REQ'D
*DOORS AND/OR WINDOWS
INSTALLED WITHIN T-0" OF
WALL EDGE MUST BE RATED
FOR ZONE 5 WIND PRESSURES
(+28 PSF/-37 PSF)
IVI/"V\. LT -V
WALL B ELEVATION
SCALE: 3/16" = 1'-0"
DOUBLE TOP PLATE
CRIPPLES (IF REQ.)
HEADERS,
SEE TABLE BELOW
2x4 WINDOW SILL
FLOOR DECKING
BASE PLATE
FOR WINDOW OPENINGS UP TO 4'-0"
OWINDOW HEADER DETAIL
FOR SIDE WALLS
SCALE: N.T.S.
_..... ,.r.... CRIPPLE STUD
HEADERS,
SEE TABLE
TRIMMER STUD
MAX. 12'-0"
WALL C ELEVATION
SCALE: 3/16"= 1'-0"
TUFF SHED
Storage Buildings & Garages
TUFF SHED, MFG. FACILITIES
Order #.
Customer:
Site Address:
Iding Size.WIDTH-LENGTH -I HEIGHT -SQ. ET.
MAX. 24'-0"
WALL D ELEVATION
SCALE: 3/16"= 1'-0"
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.
DOUBLE TOP PLATE
CRIPPLES (IF REQ.)
HEADERS,
SEE TABLE BELOW
KING STUD
(1) TRIMMER FOR
OPENINGS UP TO 6-0"
(2) TRIMMERS FOR
OPENINGS 6-1" TO 8'-0"
BASE PLATE
FLOOR DECKING
FOR OPENINGS UP TO 8'-0"
2 DOOR HEADER DETAIL
FOR SIDE WALLS
SCALE: N.T.S.
2x4 TOP
PLATE
2x4 SPF #2
2x6 SPF #2
4 HEIGHT LIMITATION
ALTERNATIVE HEADER
SCALE'. N.T.S.
DOORIWINDOW HEADER SCHEDULE
WALLS A AND C (END WALLS)
OPENINGS UP TO 6-0" USE (2) 2x4 SPF #2
WALLS B AND D (SIDEWALLS)
OPENINGS UP TO 4'-0" USE (2) 2x4 SPF #2
OPENINGS 4'-1" TO 6'-0" USE (2) 2x6 SPF #2 -OR-
HEIGHT LIMITATION ALTERNATIVE - SEE DETAIL
OPENINGS 6-1" TO 8'-0" USE (2) 2x8 SPF #2
THESE DRAWINGS ARE DESIGNED FOR VARIABLE DOOR AND WINDOW PLACEMENT AS
INDICATED BY SHADED AREAS ON ELEVATIONS. MINIMUM SHEAR RETURN WALLS
INDICATED ON ELEVATIONS.
TUFF SHED, INC.
ENGINEERING DEPARTMENT
COLIN SWAYSLAND, P.E.
1777 S. HARRISON STREET
DENVER, COLORADO 80210
(303) 753-8833 EXT. 96317
c�•' �' • a�a02 s
_ No * �� �-ns•I�l
\` R
''� A• •''*. ��.�\n '¢moi �,r
TITLE
DOOR DETAILS
NAILING REQUIREMENTS
FBC, 6th EDITION (2017)
DRAWING NO.
FL -PR -SR -TR -01
REV. LEVEL 01 1
ISHEET 2 I
145C PAGE 2 OF 4
F
ALL DOORSAMNDOWS LOCATED;
C?
-
=
IN THIS AREA
"�
w
i<
J
QQ
J
:`
2'-0" 6'-0" 2,-0"
MIN MAX I MIN
MAX. 12'-0"
WALL A ELEVATION
SCALE: 3116"= 1'-0"
FLOOD VENT (AS REQ'D),
MIN OF (2) VENTS, (1) EACH ON
OPPOSITE WALLS, TOTAL VENT
OPENING AREA (SQ. IN.) SHALL
EXCEED SHED AREA (SQ. FT.),
INSTALL ADDITIONAL VENTS
AS REQ'D
*DOORS AND/OR WINDOWS
INSTALLED WITHIN T-0" OF
WALL EDGE MUST BE RATED
FOR ZONE 5 WIND PRESSURES
(+28 PSF/-37 PSF)
IVI/"V\. LT -V
WALL B ELEVATION
SCALE: 3/16" = 1'-0"
DOUBLE TOP PLATE
CRIPPLES (IF REQ.)
HEADERS,
SEE TABLE BELOW
2x4 WINDOW SILL
FLOOR DECKING
BASE PLATE
FOR WINDOW OPENINGS UP TO 4'-0"
OWINDOW HEADER DETAIL
FOR SIDE WALLS
SCALE: N.T.S.
_..... ,.r.... CRIPPLE STUD
HEADERS,
SEE TABLE
TRIMMER STUD
MAX. 12'-0"
WALL C ELEVATION
SCALE: 3/16"= 1'-0"
TUFF SHED
Storage Buildings & Garages
TUFF SHED, MFG. FACILITIES
Order #.
Customer:
Site Address:
Iding Size.WIDTH-LENGTH -I HEIGHT -SQ. ET.
MAX. 24'-0"
WALL D ELEVATION
SCALE: 3/16"= 1'-0"
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.
DOUBLE TOP PLATE
CRIPPLES (IF REQ.)
HEADERS,
SEE TABLE BELOW
KING STUD
(1) TRIMMER FOR
OPENINGS UP TO 6-0"
(2) TRIMMERS FOR
OPENINGS 6-1" TO 8'-0"
BASE PLATE
FLOOR DECKING
FOR OPENINGS UP TO 8'-0"
2 DOOR HEADER DETAIL
FOR SIDE WALLS
SCALE: N.T.S.
2x4 TOP
PLATE
2x4 SPF #2
2x6 SPF #2
4 HEIGHT LIMITATION
ALTERNATIVE HEADER
SCALE'. N.T.S.
DOORIWINDOW HEADER SCHEDULE
WALLS A AND C (END WALLS)
OPENINGS UP TO 6-0" USE (2) 2x4 SPF #2
WALLS B AND D (SIDEWALLS)
OPENINGS UP TO 4'-0" USE (2) 2x4 SPF #2
OPENINGS 4'-1" TO 6'-0" USE (2) 2x6 SPF #2 -OR-
HEIGHT LIMITATION ALTERNATIVE - SEE DETAIL
OPENINGS 6-1" TO 8'-0" USE (2) 2x8 SPF #2
THESE DRAWINGS ARE DESIGNED FOR VARIABLE DOOR AND WINDOW PLACEMENT AS
INDICATED BY SHADED AREAS ON ELEVATIONS. MINIMUM SHEAR RETURN WALLS
INDICATED ON ELEVATIONS.
TUFF SHED, INC.
ENGINEERING DEPARTMENT
COLIN SWAYSLAND, P.E.
1777 S. HARRISON STREET
DENVER, COLORADO 80210
(303) 753-8833 EXT. 96317
c�•' �' • a�a02 s
_ No * �� �-ns•I�l
\` R
''� A• •''*. ��.�\n '¢moi �,r
TITLE
DOOR DETAILS
NAILING REQUIREMENTS
FBC, 6th EDITION (2017)
DRAWING NO.
FL -PR -SR -TR -01
REV. LEVEL 01 1
ISHEET 2 I
145C PAGE 2 OF 4
#12-14 X 3" HEX HEAD
WIDTH LENGTH
QTY
SELF -DRILLING SCREWS
1.
STEEL SHED FOUNDATION:
6
10' 10'-16'
60OT125-054 -16 GAUGE STEEL TRACKS G140 ZINC COATED
3/4" APA OR TECO RATED
8
600S137-054 - 16 GAUGE STEEL JOISTS G140 ZINC COATED
T&G FLOOR DECKING.
12' 20'-24'
@ 24" O.C.
2X6 STEEL JOISTS
n
(SUPPLIER: ALLIED STUDCO (JOIST: 600S137-054 /TRACK:
@ 24" OC
600T125-054) ICC ER -4943P.
® 2.
3/4" APA OR TECO RATED TONGUE AND GROOVE FLOOR
#10 X 3/4" PAN
r®
DECKING. 24" MAX PANEL SPAN. STAGGER PANEL LAYOUT.
HEAD SELF -DRILLING
SCREWS (2 PER TAB)
® 3.
FASTEN FLOOR DECKING TO JOIST &TRACKS USING
r
TYP.
#8 x 1-5/8" ZINC PLATED SCREWS @ 12" O.C.
VENT HOLES @ 24" OC.
®
®
NO BLOCKING REQUIRED. ALL EDGES SHALL LIE ON FLOOR
8
JOISTS. STAGGER PANEL LAYOUT PER APA CONDITION 1.
OPTIONAL LEVELING BLOCKS
4.
FASTEN SOLE PLATE THROUGH FLOOR DECKING INTOIJOISTS
2X6 STEEL TRACK EACH END
MIN.
OR TRACKS WITH #12-14 X 3" GALVANIZED SELF -DRILLING
CONCRETE FOUNDATION DETAIL
i
SCALE: N.T.S.
SCREWS. REFERENCE SPACING CHART.
BASE PLATE SCREW SPACING
i 5.
ALLOWABLE FLOOR LIVE LOAD: 75 PSF FOR STEEL JOISTS
WIDTH
SPACING
CONTINUOUSLY SUPPORTED. 50 PSF FOR JOISTS ON BLOCKS
6-12'
8" O.C.
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".
OSTEEL SHED BASE DETAIL
BLOCKS UNDER JOISTS SPACED @ 8'-0" O.C. MAXIMUM.
BLOCKS UNDER TRACK SPACED @ 4'-0" O.C. MAXIMUM.
SCALE: N.T.S.
SIDING
TRIM
3/8" CARRIAGE
BOLT (GRADE 2)
OT17SWB
-OR-
OT24SWB
91
1/2" HILTI KWIK BOLT TZ
STUD
3/8" NYLON
LOCK NUT
BASEPLATE
KWIK BOLT ANCHORS
(INTO CONCRETE)
RE: DETAIL 3 SHEET 3
WIDTH LENGTH
QTY
6' 6'-9'
6
8' 8'-16
6
10' 10'-16'
6
10' 18'-20'
8
12' 12'-18'
8
12' 20'-24'
10
FLOOR PLY NOTES:
1. ANCHORS TO BE KWIK BOLT TZ,
304 SS.
2. PROVIDE (1) ANCHOR AT EACH OF
THE (4) CORNERS. EQUALLY
CD SPACE HALF OF THE REMAINING
ANCHORS AT EACH OF THE (2)
SIDEWALLS:
STAINLESS STEEL 304
a
v >-
c�
EMBEDMENT DEPTH = 2 3/8"
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.
Y OF THE REMAINING ANCHORS
SQUALLY SPACED AT WALL B
OF THE REMAINING ANCHORS
E2QUALLY SPACED AT WALL D
3. PROVIDE (1) ANCHOR AT MID WALL
FOR ALL 12 WIDE END WALLS.
BLOCK
TRIM
SIDING
ATTACH BRACKET TO
STUD THRU HOLE IN
ANCHOR PLATE WITH MIN.
3/8"0 x 6 1/2" CARRIAGE
BOLT AND LOCKNUT
(3) STUD CORNER
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-
OT24SWB - SIDEWALL 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
ANCHOR BRACKET
TO BE FLUSH WITH
(4)AUGER ANCHOR DETAIL
SCALE: N.T.S.
UNHEATED SPACE
ANCHOR BOLT &
P.T. SILL PLATE
PER NOTES BELOW
AUGER ANCHOR NOTES
1. (1) AUGER ANCHOR SHALL BE
PROVIDED AT EACH CORNER
FOR A TOTAL OF (4) AUGER
ANCHORS.
2. (1) ADDITIONAL AUGER ANCHOR
SHALL BE PROVIDED AT EACH
END OF EVERY DOOR OPENING
FOR A TOTAL OF (2) ADDITIONAL
AUGER ANCHORS AT EVERY
DOOR OPENING.
3. (1) ADDITIONAL AUGER ANCHOR
SHALL BE PROVIDED AT SIDEWALL
MIDSPAN FOR SIDEWALLS 20' OR
LONGER WITH NO OPENINGS.
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, fc = 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 12" LONG SIMPSON TITEN HD ANCHOR WITH OVERSIZED
WASHERS.
B. ANCHOR BOLTS SHALL BE EMBEDDED AT LEAST 7" INTO THE
CONCRETE AND SHALL BE SPACED NOT MORE THAN 2' 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 ���`` j 0 A . •�Z .
— DESIGN ARE THE PROPERTY TUFF SHED, INC. #��°•i�4�b,,.•••••.,,, L,4 ''fe TITLE DRAWING NO.
5HED Customer: Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT � � ; •' �\C EN S
TUFF�'•. �� FL -PR -SR -TR -01
DRAWINGS ARE FORA DETAILS
Date: 8/15/16 BUILDING TO BE SUPPLIED - No• REV. LEVEL 01
Storage Buildings &Garages Site Address: COLIN SWAYSLAND, P.E. F5802
AND BUILT BY TUFF SHED.
TUFF SHED, MFG. FACILITIES =
Checked By: ANY OTHER USE IS
FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET FBC, 6th EDITION 2017 SHEET
STATE OF : �4"� ; ( )
Building SIZe.WIDTH-LENGTH - HEIGHT- SQ. FT. AREA Date. SHED AND THE ENGINEER OF DENVER, COLORADO 80210=y'��'•.• �,/
Scale: N.T.S. RECORD (303) 753-8833 EXT. 96317 t'��,;`'(C R •`��\�� 145C
PAGE 3 OF 4
I/T1iIlit t1.V"I
a
v >-
c�
1 3/4'
FINISH
GRADE
#4 CONTINUOUS
TOP & BOTTOM
CONCRETE FLOOR
- z
i>,
a--- a -.--- ---- v
q a –
- Z
n
SLAB
REINFORCEMENT
U3"
CLR.
PER NOTES BELOW
- F-
TYP.
M
8
THICKENED SLAB
MIN.
4
CONCRETE FOUNDATION DETAIL
\
___....
SCALE: N.T.S.
..t�111111II��/t.-
AUGER ANCHOR NOTES
1. (1) AUGER ANCHOR SHALL BE
PROVIDED AT EACH CORNER
FOR A TOTAL OF (4) AUGER
ANCHORS.
2. (1) ADDITIONAL AUGER ANCHOR
SHALL BE PROVIDED AT EACH
END OF EVERY DOOR OPENING
FOR A TOTAL OF (2) ADDITIONAL
AUGER ANCHORS AT EVERY
DOOR OPENING.
3. (1) ADDITIONAL AUGER ANCHOR
SHALL BE PROVIDED AT SIDEWALL
MIDSPAN FOR SIDEWALLS 20' OR
LONGER WITH NO OPENINGS.
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, fc = 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 12" LONG SIMPSON TITEN HD ANCHOR WITH OVERSIZED
WASHERS.
B. ANCHOR BOLTS SHALL BE EMBEDDED AT LEAST 7" INTO THE
CONCRETE AND SHALL BE SPACED NOT MORE THAN 2' 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 ���`` j 0 A . •�Z .
— DESIGN ARE THE PROPERTY TUFF SHED, INC. #��°•i�4�b,,.•••••.,,, L,4 ''fe TITLE DRAWING NO.
5HED Customer: Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT � � ; •' �\C EN S
TUFF�'•. �� FL -PR -SR -TR -01
DRAWINGS ARE FORA DETAILS
Date: 8/15/16 BUILDING TO BE SUPPLIED - No• REV. LEVEL 01
Storage Buildings &Garages Site Address: COLIN SWAYSLAND, P.E. F5802
AND BUILT BY TUFF SHED.
TUFF SHED, MFG. FACILITIES =
Checked By: ANY OTHER USE IS
FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET FBC, 6th EDITION 2017 SHEET
STATE OF : �4"� ; ( )
Building SIZe.WIDTH-LENGTH - HEIGHT- SQ. FT. AREA Date. SHED AND THE ENGINEER OF DENVER, COLORADO 80210=y'��'•.• �,/
Scale: N.T.S. RECORD (303) 753-8833 EXT. 96317 t'��,;`'(C R •`��\�� 145C
PAGE 3 OF 4
I/T1iIlit t1.V"I
MIN (2) 2X STUDS.
USE (3) 2X STUDS
AT END WALL.
a
SDS1/4X3
SCREWS
HEX NUT
a
HDU HOLDOWN a° a d
a
TREATED
SILL PLATE
a
SSTB ANCHOR
FOUNDATION
SSTB & HDU INSTALLATION
SCALE: N.T.S.
HOLDOWN NOTES
1. (1) HOLDOWN SHALL BE PROVIDED AT EACH OF THE
(4) CORNERS FOR A TOTAL OF (4) HOLDOWNS.
2. (1) ADDITIONAL HOLDOWN SHALL BE PROVIDED AT
EACH END OF EVERY DOOR OPENING FOR A TOTAL
OF (2) ADDITIONAL HOLDOWNS AT EVERY DOOR
OPENING.
3. WHEN THE MINIMUM ALLOWABLE 2' -LONG
SHEARWALLS ARE PROVIDED AT WALL A, THE
FOLLOWING HOLDOWNS SHALL BE USED AT THE
WALL A DOOR OPENING:
8' WIDE X 6'-10' LONG - 4' WIDE DOOR
(2) HDU2, (1) AT EACH END OF OPENING
10' WIDE X 10'-20' LONG - 6' WIDE DOOR
(2) HDU4, (1) AT EACH END OF OPENING
12' WIDE X 12'-24' LONG - 6' WIDE DOOR
(2) HDU4, (1) AT EACH END OF OPENING
4. HDU2 HOLDOWNS SHALL BE USED AT ALL OTHER
REQUIRED LOCATIONS.
5. HOLDOWNS SHALL BE INSTALLED IN ACCORDANCE
WITH MANUFACTURER'S SPECIFICATIONS.
6. HOLDOWNS SHALL BE RE -TIGHTENED JUST PRIOR TO
COVERING THE WALL FRAMING.
C° 3X4 20 PLATES
_
3X4 20 GA PLATES
6' SPAN
REACTIONS:
T-0" 1 EACH SIDE
civ 1 EACH SIDE
r
MAX. VERTICAL: 205 LBS.
Date: 8/15/16
5-0 S,3
MAX. UPLIFT: -160 LBS.
8
r 1/16„
-
2
�4
12
a4
NOTE:
8524 EAST COLONIAL DRIVE
TRUSS MAY BE USED ON BUILDING LENGTHS
0
18 0°
UP TO 12FT UNLESS CEILING JOIST OR OTHER
°
TENSION TIE IS PROVIDED.
00 6'-0"
LO
788 -TUFF
FF
-TUFF
10' SPAN
N
00 " 10'-0
REACTIONS:
C14
MAX. VERTICAL: 510 LBS.
MAX. UPLIFT: -250 LBS.
3X4 20 PLATES
00 3X4 20 GA PLATES
M
NOTE -
00
1 EACH SIDE
1 EACH SIDE
r 6'-0"
TRUSS MAY BE USED ON BUILDING LENGTHS
°' 4-0'
11/16°
UP TO 20FT UNLESS CEILING JOIST OR OTHER
TENSION TIE IS PROVIDED.
12
12
�4
a 4
8' SPAN
REACTIONS:
- QD
O0
3X6 20 GA
MAX. VERTICAL: 255 LBS.
°
PLATES
MAX. UPLIFT: -195 LBS.
w 8'-0"
- 1 EACH SIDE
NOTE:
LO
C\I 6'-0"
TRUSS MAY BE USED ON BUILDING LENGTHS
04
UP TO 14FT UNLESS CEILING JOIST OR OTHER
12'-0"
TENSION TIE IS PROVIDED.
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.
REF' 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.
TUFF SHED
Order #.
Customer: -
P.O. #
Drawn By: PK
Storage Buildings & Garages
-
Date: 8/15/16
Site Address:
SHED, MFG. FACILITIES
-
Checked By:
nht(888)
8524 EAST COLONIAL DRIVE
Date:
ORLANDO, FL
Building SIZe.WIDTH-LENGTH -HEIGHT -SQ.FT. AREA
788 -TUFF
FF
-TUFF
STORE520
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
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.
ENGINEERING DEPARTMENT
COLIN SWAYSLAND, P.E.
1777 S. HARRISON STREET
DEN`✓ER, COLORADO 80210
(303) 753-8833 EXT. 96317
/NNo�. 85802 =_
�l-os�Ii- STATE OF
I')' CMAAI
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.
MAXIMUM DEFLECTION (12 FT. SPAN)
VERT LL: 0.06 in.
VERT TL: 0.08 in.
TITLE DRAWING NO.
TRUSS DETAILS FL -PR -SR -TR -01
REV. LEVEL 01 1
FBC, 6th EDITION (2017) SHEET 4
145C
PAGE 4 OF 4