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THERE ARE FENCES NEAR THE BOUNDARY
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BUILDING RESTREICTION LINE PER PLAT*
FRONT= 30 FEET
PAGE 2 OF 2 PAGES
BOUNDARY SURVEY LB #7893
-q
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N
TARGET
Ij
SURVEY ORS CERTIFICATE p
-RVEy1N-cy—LLc
4. /HEREBY CERTIFY THAT THIS BOUNDARY SURVEY ,
IS A TRUE AND CORRECT REPRESENTATION OFA
SURVEY PREPARED UNDER MY DIRECTION.
STATE OF NOT VALID WITHOUTANAUTHENTICATED ELECTRONIC G
SERVINALL FLORIDA COUNTIES
Ui; I v D' SIGNATUREANOAUTHENTICATED ELECTRONIC SFAL,
3 u R 14t OR A RAISED EMBOSSED SEAL AND SIGNATURE
Digitally signed by 6250 N. MILITARY TRAIL, SUITE 102
Clyde WEST PALM BEACH, FL 33407
O 4"� =Clyde
PHONE (661)640-4800
'd
Dalo:2014.12.05
McNeal 'A' (;� FACSIMILE (561) 640-0576
(SIGNED) M24-.28-05'001 STATEWIDE PHONE (600) 226-4807
CL YDE 0, McNEAL, PROFESSIONAL SURVEYOR AND MAPPER #2883 STATEWIDE FACSIMILE (800) 741-0576
L
UNINHABITED UTILITY SHED
NOTES:
1. BUILDING CODE: SR6001
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
Vag = 112
OVERHANG OPTIONS
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: +16 PSF / -28 PSF (ZONE 1)
WIND PRESSURE (pst) (ASD VALUES) +16 PSF / -47 PSF (ZOPJE 2)
(BASED ON 10 SQ FT) +16 PSF / -70 PSF (ZONA
WALL: +28 PSF / -30 PSF(ZONE 4) - g
+28 PSF / -37 PSF (ZONE 5) J
INTERNAL WIND PRESSURE COEFFICIENT: +0.18 /-0.18 00
(ENCLOSED BUILDING)
FLORIDA BUILDING APPROVAL NUMBERS --
1. WINDOWS BY TAFCO CORP - FLORIDA BUILDING APPROVAL
#FL20743.1-R1.
2. LP SMARTSIDE SIDING - FLORIDA BUILDING APPROVAL #FL9190.13-R5.
3. SHINGLES BY OWENS CORNING - FLORIDA BUILDING APPROVAL
#F L 10674.1-R13.
4. ROOF UNDERLAYMENT BY WOODLAND INDUSTRIES INC. -
FLORIDA BUILDING APPROVAL #FL17206.1-R4.
5. GULF COAST SLIPPY AND MANUFACTURING METAL ROOFING -
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 SHEATHING -
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 S}{ED
Storage Buildings & Garages
TUFF SHED, MFG. FACILITIES
Order #.
Customer:
Site Address:
Building Size:
LENGTH - HEIGHT - SQ. Ff.
UP TO 12' WIDE x UP TO 24' LONG
TR700, PR
REFER TO THE TRUSS DESIGN FOR
LUMBER SIZE, TRUSS SPACING (1) SIMPSON H2.5A TIE PER
AND PLATE SIZE BEARING, (2) TOTAL PER TRUSS,
COLLAR TIE REQUIRED ONLY AT INSTALLED PER MANUFAC' "���
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
I 1 UP TO 12' WIDE
r -
0
BUILDING 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%" 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")
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
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.
1777 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
(4)ROOF ASSEMBLY
DETAIL
SCS\\.
V. 0•ENsf•.�p'%
0
,+< No. 85802
tl
STATE OF
moi. +•ir•aN��
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/$' HOT DIPPED GALVANIZED RING SHANK NAILS
2. NAILING: EDGE - @ 3" O.C.
FIELD - 6" O.C.
3. NAILING IS FOR 3/ "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 IVVITH 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
a 4
ALL DOORS/WINDOWS LOCATED:
= 2 IN THIS AREA
ALL DOORSNNNDOWS LOCATED IN THIS AREA
2'-0" 6'-0" 2,-0"
MIN MAX MIN
MAX. 12'-0"
WALL A ELEVATION
SCALE: 3/16"= V-0"
Order #.
Customer:
Site Address:
P.O. #
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
NO OPENINGS ALLOWED
T
-
=
COLIN SWAYSLAND, P.E.
1777 S. HARRISON STREET
DENVER COLORADO 80210
(303) 753-8833 EXT. 96317
Date: 8/15/16
IN THIS WALL PER NOTE 5
p�
SHEET
(�
Date:
Building SIze.WIDTH -LENGTH -HEIGHT -:IG
ABOVE
Scale: N.T.S.
Q
�
................... ....................
.............. .. ........
.............. .. . ................ ... . ..........
2'-0" 6'-0" 2,-0"
MIN MAX MIN
MAX. 12'-0"
WALL A ELEVATION
SCALE: 3/16"= V-0"
MAX. 12'-0"
WALL C ELEVATION
SCALE: 3/16"= 1'-0"
2'-0"" 1 2,-0„*
MIN F MIN
MAX. 24'-0”
WALL B ELEVATION
SCALE: 3/16"= 1'-0"
ALL DOORSMANDOWS LOCATED IN THIS AREA
MAX. 24'-0"
WALL D ELEVATION
SCALE: 3/16"= V-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)
KING STUD
HEADERS,
SEE TABLE
DOUBLE TOP PLATE
CRIPPLES (IF REQ.)
HEADERS,
SEE TABLE BELOW
2x4 WINDOW SILL
FLOOR DECKING
BASE PLATE
.I.. ..,,..J
FOR WINDOW OPENINGS UP TO 4'-0"
WINDOW HEADER DETAIL
FOR SIDE WALLS
SCALE: N.T.S.
/— CRIPPLE STUD
TRIMMER STUD
REFER TO FLORIDA BUILDING APPROVALS FOR
DOOR DESIGN
OHEADER DETAIL FOR
END WALLS
DOORS:
STANDARD DOOR CONSTRUCTION FOR TUFF SHED DOORS
UP TO 48" x 79" ON SINGLE HUNG DOORS AND 72 1/4" x 79" ON
DOUBLE DOORS EXCEED ALL LOAD REQUIREMENTS FOR
THE LOAD CRITERIA ON SHEET 1.
2'-0"*
MIN NOTE TO BUILDING OFFICIALS
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
®HEIGHT LIMITATION
ALTERNATIVE HEADER
SCALE: N T.S.
DOORMINDOW 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
Storage Buildings & Garages
g g g
TUFF SHED, MFG. FACILITIES
Order #.
Customer:
Site Address:
P.O. #
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
NO OPENINGS ALLOWED
T
-
=
COLIN SWAYSLAND, P.E.
1777 S. HARRISON STREET
DENVER COLORADO 80210
(303) 753-8833 EXT. 96317
Date: 8/15/16
IN THIS WALL PER NOTE 5
p�
SHEET
(�
Date:
Building SIze.WIDTH -LENGTH -HEIGHT -:IG
ABOVE
Scale: N.T.S.
00
W
J
MAX. 12'-0"
WALL C ELEVATION
SCALE: 3/16"= 1'-0"
2'-0"" 1 2,-0„*
MIN F MIN
MAX. 24'-0”
WALL B ELEVATION
SCALE: 3/16"= 1'-0"
ALL DOORSMANDOWS LOCATED IN THIS AREA
MAX. 24'-0"
WALL D ELEVATION
SCALE: 3/16"= V-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)
KING STUD
HEADERS,
SEE TABLE
DOUBLE TOP PLATE
CRIPPLES (IF REQ.)
HEADERS,
SEE TABLE BELOW
2x4 WINDOW SILL
FLOOR DECKING
BASE PLATE
.I.. ..,,..J
FOR WINDOW OPENINGS UP TO 4'-0"
WINDOW HEADER DETAIL
FOR SIDE WALLS
SCALE: N.T.S.
/— CRIPPLE STUD
TRIMMER STUD
REFER TO FLORIDA BUILDING APPROVALS FOR
DOOR DESIGN
OHEADER DETAIL FOR
END WALLS
DOORS:
STANDARD DOOR CONSTRUCTION FOR TUFF SHED DOORS
UP TO 48" x 79" ON SINGLE HUNG DOORS AND 72 1/4" x 79" ON
DOUBLE DOORS EXCEED ALL LOAD REQUIREMENTS FOR
THE LOAD CRITERIA ON SHEET 1.
2'-0"*
MIN NOTE TO BUILDING OFFICIALS
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
®HEIGHT LIMITATION
ALTERNATIVE HEADER
SCALE: N T.S.
DOORMINDOW 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
Storage Buildings & Garages
g g g
TUFF SHED, MFG. FACILITIES
Order #.
Customer:
Site Address:
P.O. #
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
\�� :...'.;�L,qA ��i
.` �L •. \C E N S 'YQ
;;= F �•'•
�' No. 85802 •**
` * ; -
_ *
_ _ I-oS=Ilii!
- STATE OF =
'�•'
',�4•' Pt 0 R1®P'� ���``�
�`��;:_....•,'"C��
TITLE
DOOR DETAILS
NAILING REQUIREMENTS
FBC, 6th EDITION (2017)
145C
DRAWING NO.
FL -PR -SR -TR -01
Drawn By: PK
COLIN SWAYSLAND, P.E.
1777 S. HARRISON STREET
DENVER COLORADO 80210
(303) 753-8833 EXT. 96317
Date: 8/15/16
REV. LEVEL 01
Checked By:
SHEET
Date:
Building SIze.WIDTH -LENGTH -HEIGHT -:IG
FT. AREA
Scale: N.T.S.
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.
STEEL SHED BASE DETAIL
SCALE: N.T.S.
SIDING
Regi iI
3/8" CARRIAGE
BOLT (GRADE 2)
OT17SWB
-OR-
OT24SWB
1/2" HILTI KWIK BOLT TZ
STAINLESS STEEL 304
EMBEDMENT DEPTH = 2 3/8"
MIN. EDGE DISTANCE = 6"
ANCHOR SPACING: RE: KWIK
BOLT ANCHORS TABLE, SHEET 3
Z_
v
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: 60OS137-054 / 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 1-5/8" 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
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
STEEL SI
BASE
4" CONCRETE
PAD I(MIN)
O DETPJ
SIDEWALL BRACKET L
SCALE: N.T.S.
Order #.
TUFF SHEDCustomer:
Storage Buildings & Garages Site Address:
TUFF SHED, MFG. FACILITIES
Building Size
Y OF THE REMAINING ANCHORS
SQUALLY SPACED AT WALL B
OF THE REMAINING ANCHORS
1 2bUALLY SPACED AT WALL D
3. PROVIDE (1) ANCHOR AT MID WALL
FOR ALL 12 WIDE END WALLS.
P.O. #
Drawn By: PK
Date: 8/15/16
Checked By:
Date:
.WIDTH -LENGTH -HEIGHT - SIG. 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
SI' f,—
DING
2X4X2' I
BLOCK
AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES
• PART NUMBERS:
ATTACH BRACKET TO OT3644GPMP- 5/8" X 36" (36" IMBED) GALVANIZED AUGER
STUD THRU HOLE IN OT17SWB -SIDEWALL BRACKET FOR USE WITH THRU BOLTS
ANCHOR PLATE WITH MIN. REPORT NO. LO-FJ90129-A
Z3/8"0 x 6 1/2" CARRIAGE -OR-
BOLT AND LOCKNUT OT24SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTS
REPORT NO. LO-FJ90129-B
v (3) STUD CORNER . WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS
WITH THE MAXIMUM LOAD OF 5,080 LBS
J
STUD Q
�
CD
0
STUD
ih
f END WALL
ti
SIDING
TRIM
ANCHOR BRACKET
TO BE FLUSH WITH
OAUGER ANCHOR DETAIL
SCALE: N.T.S.
UNHEATED SPACE
ANCHOR BOLT &
P.T. SILL PLATE
PER NOTES BELOW
#4 CONTINUOUS
IY 1 3/4' TOP & BOTTOM
v >- FINISH CONCRETE FLOOR
M GRADE
SLAB
\/ REINFORCEMENT
a 3" CLR. PER NOTES BELOW
v TYR
M
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, 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 12" LONG SIMPSON TITEN HD ANCHOR WITH OVERSIZED
WASHERS.
B. ANCHOR BOLTS SHALL BE EMBEDDED AT LEAST T' 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
8" DIAMETERS FROM EACH END OF EACH PIECE.
THICKENED SLAB
MIN.
®CONCRETE FOUNDATION DETAI ,wmn,,,//
SCALE: N.T.S. \\\\ IN A Y `
FLOOR PLY NOTES:
;C� •`.\,�C E N SF •••. 4/�';
ENGINEERING DEPARTMENT
1. ANCHORS TO BE KWIK BOLT TZ,
304 SS.
2. PROVIDE (1)) ANCHOR AT EACH OF
THE CORNERS. EQUALLY
COLIN SWAYSLAND, P.E.
(4)
1777 S. HARRISON STREET
CD
SPACE HALF OF THE REMAINING
%-' , ° > `Z O R 1� •'' �'
(303) 753-8833 EXT. 96317
ANCHORS AT EACH OF THE (2)
SIDEWALLS:
00
STEEL SI
BASE
4" CONCRETE
PAD I(MIN)
O DETPJ
SIDEWALL BRACKET L
SCALE: N.T.S.
Order #.
TUFF SHEDCustomer:
Storage Buildings & Garages Site Address:
TUFF SHED, MFG. FACILITIES
Building Size
Y OF THE REMAINING ANCHORS
SQUALLY SPACED AT WALL B
OF THE REMAINING ANCHORS
1 2bUALLY SPACED AT WALL D
3. PROVIDE (1) ANCHOR AT MID WALL
FOR ALL 12 WIDE END WALLS.
P.O. #
Drawn By: PK
Date: 8/15/16
Checked By:
Date:
.WIDTH -LENGTH -HEIGHT - SIG. 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
SI' f,—
DING
2X4X2' I
BLOCK
AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES
• PART NUMBERS:
ATTACH BRACKET TO OT3644GPMP- 5/8" X 36" (36" IMBED) GALVANIZED AUGER
STUD THRU HOLE IN OT17SWB -SIDEWALL BRACKET FOR USE WITH THRU BOLTS
ANCHOR PLATE WITH MIN. REPORT NO. LO-FJ90129-A
Z3/8"0 x 6 1/2" CARRIAGE -OR-
BOLT AND LOCKNUT OT24SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTS
REPORT NO. LO-FJ90129-B
v (3) STUD CORNER . WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS
WITH THE MAXIMUM LOAD OF 5,080 LBS
J
STUD Q
�
CD
0
STUD
ih
f END WALL
ti
SIDING
TRIM
ANCHOR BRACKET
TO BE FLUSH WITH
OAUGER ANCHOR DETAIL
SCALE: N.T.S.
UNHEATED SPACE
ANCHOR BOLT &
P.T. SILL PLATE
PER NOTES BELOW
#4 CONTINUOUS
IY 1 3/4' TOP & BOTTOM
v >- FINISH CONCRETE FLOOR
M GRADE
SLAB
\/ REINFORCEMENT
a 3" CLR. PER NOTES BELOW
v TYR
M
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, 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 12" LONG SIMPSON TITEN HD ANCHOR WITH OVERSIZED
WASHERS.
B. ANCHOR BOLTS SHALL BE EMBEDDED AT LEAST T' 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
8" DIAMETERS FROM EACH END OF EACH PIECE.
THICKENED SLAB
MIN.
®CONCRETE FOUNDATION DETAI ,wmn,,,//
SCALE: N.T.S. \\\\ IN A Y `
TUFF SHED, INC.
;C� •`.\,�C E N SF •••. 4/�';
ENGINEERING DEPARTMENT
802
* No. 851
10
COLIN SWAYSLAND, P.E.
STATE OF
1777 S. HARRISON STREET
=�'. •r �� w
DENVER, COLORADO 80210
%-' , ° > `Z O R 1� •'' �'
(303) 753-8833 EXT. 96317
TITLE
DETAILS
FBC, 6th EDITION (2017)
101 ;TATA IIIre :[•a
FL -PR -SR -TR -01
I REV. LEVEL 01 I
SHEET 3
145C
PAGE 3 OF 4
MIN (2) 2X STUDS.
USE (3) 2X STUDS
AT END WALL.
SDS1/4X3 d
SCREWS
d d
HEX NUT
a
HDU HOLDOWN 4°a
4 °a
a
4
TREATED
SILL PLATE a a
4
SSTB ANCHOR
FOUNDATION
OSSTB & 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.
3X4 20 PLATES
3'-0" 1 EACH SIDE N
r`
12
�4
00
o
°
00 6'-0"
LID
N
W
3X4 20 PLATES00
ch
LO 1 EACH SIDE
C? 4'-0"
4,-.?
7
12
t_1 �4
T1 r
00 8'-0"
LO
N
DESIGN LOADS:
I.OP 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:
F�SCE 7-10,155 mph, Exposure C, D.O.L.=1.60
LATES ARE MANUFACTURED BY EAGLE METAL PRODUCTS,
;C -ES #ESR -1082.
3X4 20 GA PLATES 6' SPAN
1 EACH SIDE REACTIONS:
MAX. VERTICAL: 205 LBS.
5'-0� 5,3 1116',MAX. UPLIFT: -160 LBS.
12 NOTE:
a4 TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 12FT UNLESS CEILING JOIST OR OTHER
18.0° TENSION TIE IS PROVIDED.
t r
00 10'-0"
LO
N
3X4 20 GA PLATES
6'-0" 1 EACH SIDE
6;
3 17/16„
12
�4
y 3X6 20 GA —
PLATES
1 EACH SIDE
00
N 6,-0„
12'-0"
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.
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.
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.
MAXIMUM DEFLECTION (12 FT. SPAN)
VERT LL: 0.06 in.
VERT TL: 0.08 in.
Order #. P.O. # THESE DRAWINGS AND THE TUFF SHED INC. ��°��� �� SW A Y //l, TITLE DRAWING NO.
TUFF — DESIGN ARE THE PROPERTY ��......... �l s,
Customer: Drawn By: PK OF TUFF SHED INC. THESE ENGINEERING DEPARTMENT G �,� 0 I S •'• ;� FL -PR -SR -TR -01
DRAWINGS ARE FOR A
F •. ® TRUSS DETAILS
Storage Buildings & Garages Date: 8/15/16 BUILDING TO BE SUPPLIED COLIN SWAYSLAND, P.E. * • 0.85802 REV. LEVEL 01
Site Address: AND BUILT BY TUFF SHED. _ -
TUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE IS * -
8524 EAST COLONIAL DRIVE FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET FBC, 6th EDITION (2017) SHEET
ORLANDO, FL 32817 — Date: SHED AND THE ENGINEER OF DENVER COLORADO 80210 ' '� • STATE OF
(888) 788 -TUFF
Building SIZe.WIDTH-LENGTH-HEIGHT-SQ FT. AREA •••
STORE 520 Scale: N.T.S.
RECORD (303)753-8833 EXT. 96317 �� ;�L 0RIDP,,,• �Ca`�• 145C PAGE 4 OF 4