785 SAILFISH DR - PERMIT ACC18-0027 DWGSNOTES: UNINHABITED UTILITY SHED UP TO 12' WIDE X UP TO 24' LONG
1. BUILDING CODE: PREMIER PRO SERIES
FLORIDA BUILDING CODE, 5th EDITION (2014)
BUILDINGS ARE NOT FOR HIGH -VELOCITY HURRICANE ZONE (HVHZ) PROVIDE 2X BLOCKING BTWN. TRUSSES.
2 DESIGN LOADING: 1 24" OVERHANG— TOENAIL WITH (4) 16d NAILS. TYP BOTH SIDES.
WIND SPEED (T1609.3.1): Vult = 155
Vasd = 120
RAFTERS @
24" O.C.
EXPOSURE: C
RAFTERS @
12" O.C.
ROOF LIVE LOAD: 20 PSF
JOISTS
ROOF DEAD LOAD: 10 PSF
JOISTS
FLOOR LIVE LOAD: MIN. 50 PSF (SEE NOTE 5, DETAIL 1, SHEET )
IMPORTANCE FACTOR: (Iw): 1.0
2X6 SPF #2
RISK CATEGORY: I
10'
COMPONENT AND CLADDING: ROOF:
31 PSF (ZONE 1)
WIND PRESSURE (pso (ASD VALUES)
59 PSF (ZONE 2,3)
(BASED ON 10 SQ FT) WALL:
36 PSF (ZONE 4)
12X6 SPF #2
45 PSF (ZONE 5)
INTERNAL WIND PRESSURE COEFFICIENT:
(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 #FL91 0.6
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.
7. FLOOD SOLUTIONS, LLC FLOOD VENTS (IF REQ'D)-
FLORIDA BUILDING APPROVAL #FL17588.1.
Ln
0
_
CD
w
J
J
Q
C
a
B
m
12 RAF I ERS TO BE SPF #2 OR BETTER PER SCHEDULE
3 - FLORIDA APPROVED OWENS CORNING
OAKRIDGE 30 YEAR SHINGLES - FL10674.1-R12
-OR-
FLORIDA APPROVED THOMPSON
ARCHITECTURAL METALS CO.
METAL ROOFING - FL5218.1-R2
DOUBLE TOP
PLATES
STEEL SHED BASE: SEE DETAIL 1,
SHEET 3
8'-0" to 12'-0" WIDE
OBUILDING SECTION
SCALE. N.T.S.
DOUBLE TOP PLATE
1/2" PLYWOOD SPACER
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
DOUBLE TOP PLATE
1/2" PLYWOOD SPACER
RAFTER
SIMPSO
OR UE
FOR 8'-1
WALL TOP
I:41101[eL11r1I91
2 RAFTER TO WALL
CONNECTION DETAIL
SCALE: N.T.S.
TOE NAIL
BLOCKING TO
TOP PLATE
HEADER NAILING: — CRIPPLES (IF REQ.) CRIPPLE STUD
HEADER TO STUD - 4-16d END NAIL CRIPPLES (IF REQ.) HEADERS FOR
DOUBLED HEADER HEADERS FOR OPENINGS UP TO 4'-0"
- 16d @ 16" STAGGERED FACE NAIL OPENINGS UP TO 3'-0" USE (2) 2x4 SPF #2
USE (2) 2x4 SPF #2 OPENINGS 4'-1" TO 6'-0"
USE (2) 2x6 SPF #2
2x4 WINDOW SILL OPENINGS 6'-1" TO 8'-0"
NAILING: DommU 1 , NI�Y DEVELOP TRIMMERS
o USE (2) 2x8 SPF #2 L v
REFER TO SHEET 2 KING STUD HEADERS FOR: /TRIMMER STUD
OR WALL AND ROOF Av ��V
FLOOR DECKING TRIMMER OPENINGS UP TO 7'-0"
SHEATHING NAILING. BASE PLATE BASE PLATE USE (2) 2x4 SPF #2
KING STUD FLOOR DECKING
MAX WALL HEIGHT FOR FOR WINDOW OPENINGS UP TO T-0" FOR OPENINGS UP TO 8'-0" ON
EACH SHED: ON PREMIER SERIES SIDE WALLS PREMIER SERIES SIDE WALLS
LT -6'-41/2"(761/2") WINDOW HEADER DETAIL DOOR HEADER DETAILHEADER DETAIL
LOW WALL ® FOR SIDE WALLS 36 FOR SIDE WALLS 1 ; 4• FOR END WALLS
SCALE: N.T.S. SCALE: N.T.S. \\`` ill; rrrr/�/�i SCALE: N.T.S.
Order #. P.O. # THESE DRAWINGS AND THE TUFF SHED INC. Y s /�
TITLE DRAWING NO.
TUFF SHED DESIGN ARE THE PROPERTY .� i
ENGINEERING DEPARTMENT FL -PS -01
Customer: Drawn By: PK OF TUFF SHED, INC. THESE : 0 76835 a BUILDING SECTIONS
DRAWINGS ARE FORA _ '
Storage Buildings & Garages Site Address: Date: 1/19/17 BUILDING TO BE SUPPLIED RICHARD J. WILLS, P.E. _ 7� •�* _ HEADER FRAMING DETAILS REV. LEVEL 01
TUFF SHED, INC. AND BUILT BY TUFF SHED.
Checked By: 1777 S. HARRISON STREET ANY OTHER USE IS - TA
�� FBC, 5TH EDITION (2014) SHEET
i r
FORBIDDEN BY TUFF SHED
Date: DENVER, COLORADO 80210 ;, <
Building SIZe:WIDTH-LENGTH -HEIGHT - Q.FT.AREA Scale: N.T.S. R CORD. ENGINEER OF (303) 753-8833 EXT. 5618 '�iooiS'S7�NeA�',e�.NPG�`�® 155 C PAGE 1 OF 3
RAFTERS @
24" O.C.
RAFTERS @
16" O.C.
RAFTERS @
12" O.C.
SPAN
JOISTS
JOISTS
JOISTS
8'
2X6 SPF #2
2X6 SPF #2
2X4 SPF #2
10'
2X6 SPF #2
2X6 SPF #2
2X6 SPF #2
12'
12X8 SPF #2
12X8 SPF #2
12X6 SPF #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
DOUBLE TOP PLATE
1/2" PLYWOOD SPACER
RAFTER
SIMPSO
OR UE
FOR 8'-1
WALL TOP
I:41101[eL11r1I91
2 RAFTER TO WALL
CONNECTION DETAIL
SCALE: N.T.S.
TOE NAIL
BLOCKING TO
TOP PLATE
HEADER NAILING: — CRIPPLES (IF REQ.) CRIPPLE STUD
HEADER TO STUD - 4-16d END NAIL CRIPPLES (IF REQ.) HEADERS FOR
DOUBLED HEADER HEADERS FOR OPENINGS UP TO 4'-0"
- 16d @ 16" STAGGERED FACE NAIL OPENINGS UP TO 3'-0" USE (2) 2x4 SPF #2
USE (2) 2x4 SPF #2 OPENINGS 4'-1" TO 6'-0"
USE (2) 2x6 SPF #2
2x4 WINDOW SILL OPENINGS 6'-1" TO 8'-0"
NAILING: DommU 1 , NI�Y DEVELOP TRIMMERS
o USE (2) 2x8 SPF #2 L v
REFER TO SHEET 2 KING STUD HEADERS FOR: /TRIMMER STUD
OR WALL AND ROOF Av ��V
FLOOR DECKING TRIMMER OPENINGS UP TO 7'-0"
SHEATHING NAILING. BASE PLATE BASE PLATE USE (2) 2x4 SPF #2
KING STUD FLOOR DECKING
MAX WALL HEIGHT FOR FOR WINDOW OPENINGS UP TO T-0" FOR OPENINGS UP TO 8'-0" ON
EACH SHED: ON PREMIER SERIES SIDE WALLS PREMIER SERIES SIDE WALLS
LT -6'-41/2"(761/2") WINDOW HEADER DETAIL DOOR HEADER DETAILHEADER DETAIL
LOW WALL ® FOR SIDE WALLS 36 FOR SIDE WALLS 1 ; 4• FOR END WALLS
SCALE: N.T.S. SCALE: N.T.S. \\`` ill; rrrr/�/�i SCALE: N.T.S.
Order #. P.O. # THESE DRAWINGS AND THE TUFF SHED INC. Y s /�
TITLE DRAWING NO.
TUFF SHED DESIGN ARE THE PROPERTY .� i
ENGINEERING DEPARTMENT FL -PS -01
Customer: Drawn By: PK OF TUFF SHED, INC. THESE : 0 76835 a BUILDING SECTIONS
DRAWINGS ARE FORA _ '
Storage Buildings & Garages Site Address: Date: 1/19/17 BUILDING TO BE SUPPLIED RICHARD J. WILLS, P.E. _ 7� •�* _ HEADER FRAMING DETAILS REV. LEVEL 01
TUFF SHED, INC. AND BUILT BY TUFF SHED.
Checked By: 1777 S. HARRISON STREET ANY OTHER USE IS - TA
�� FBC, 5TH EDITION (2014) SHEET
i r
FORBIDDEN BY TUFF SHED
Date: DENVER, COLORADO 80210 ;, <
Building SIZe:WIDTH-LENGTH -HEIGHT - Q.FT.AREA Scale: N.T.S. R CORD. ENGINEER OF (303) 753-8833 EXT. 5618 '�iooiS'S7�NeA�',e�.NPG�`�® 155 C PAGE 1 OF 3
OO
DPLAT
SINGLE DOOR ASSEMBLY INST
TOP VIEW MANI
SCALE: N.T.S. INST
SQUI
BOLT LATCH ON FIXED DOOR FOR -
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.
HANDLE AND STRIKE
L DOOR HANDLE PER
ACTU RE R'S
ICTIONS. USE #8x2-1/4"
E DRIVE WOOD SCREWS.
ATTA H STRIKE PLATE WITH (3)
#8 x Z'SQUARE DRIVE WOOD
DB
DOUBLE DOOR ASSEMBLY
TOP VIEW
SCALE: N.T.S. 1
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
DOUBLE DOOR ASSEMBLY HIS
2 SIDE VIEW ® FR
SCALE: N.T.S. SCALE:
DOORS:
STANDARD DOOR CONSTRUCTION FOR TUFF SHED DOORS
UP TO 47" 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 LEAN-TO DRAWINGS
SIDE WALL EDGE NAILING REQUIREMENTS
END WALL EDGE NAILING REQUIREMENTS
MARK
8'
8'-24'
8d NAILS @ 4" O.C.
MAX.
10'-24'
MARK
10'
10'
10'-24'
10'-24'
8d NAILS @ 4" O.C.
8dNAILS @ 3" O.C.
12'
12'-24'
WALLS
BEING
END
WALL
SIDE
WALL
8d NAILS @ 4" O.C.
8d NAILS (a) 3" O.C.
COMB.
OPENING
MIN TOTAL
COMBINED
WALLS
BEING
END
WALL
SIDE
WALL
10'
MAX.
MIN TOTAL
USED
WIDTH
LENGTH
EDGE NAILING
(NOTE 2)
SHEAR WALL
USED
WIDTH
LENGTH
EDGE NAILING
COMB.
OPENING
COMBINED
SHEAR WALL
IVU UYCIVIIVIOJ ALUNk7 I rIC VVHLL
8' 8'-24' 8d NAILS @ 6" O.C.
10' 10'-24' 8d NAILS @ 6" O.C.
12' 12'-24' 8d NAILS 0- 6" O.C.
■ MIN 2'-7" RTN WALLS ON EACH END OF WALL -
8'
8'-24'
8d NAILS @ 6" O.C.
8'
8'-24'
8d NAILS @ 4" O.C.
10'
10'-24'
8d NAILS @ 6" O.C.
10'
10'
10'-24'
10'-24'
8d NAILS @ 4" O.C.
8dNAILS @ 3" O.C.
12'
12'-24'
8d NAILS @ 6" O.C.
12'
12'
12'-24'
12'-24'
8d NAILS @ 4" O.C.
8d NAILS (a) 3" O.C.
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
AT VIEW
I.T.S.
I n-
m
-
■MIN 2'-7" WALL SEGMENT
UP TO 12'
5'
UP TO 12'
4'
UP TO 12'
7'
UP TO 12'
5'
UP TO 12'
4'
UP TO 12'
8'
UP TO 12'
i m r!l 4•,
6'
A f
ROOF SHEATHING (7/16" OSB)
WIDTH LENGTH
FIELD NAILING
EDGE NAILING
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.0
8d NAILS @ 4" O.C.
NOTES:
1. USE 8d COMMON OR GALVANIZED BOX NAILS.
TARI G KIr)TI=C-
NO OPENINGS ALONG THE WALL
8'
8'-12'
8d NAILS @ 6" O.C.
9
8'
8'
14'-18'
18d NAILS @ 4" O.C.
0'
8'
8'
20'-24'
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'-18'
8d NAILS @ 6" O.C.
0'
12'
12' 1 20'-24' 8d NAILS @ 4" O.C.
■ MIN 2'-7" RTN WALLS ON EACH END OF WALL-
0' 12'
■MIN 2'-7" WALL SEGMENT
8'
8'
8'
10'-12'
8d NAILS @ 6" O.C.
8d NAILS 4" O.C.
3'
3'
5'
5'
8'
14'
8d NAILS 3" O.C.
3'
5'
8'
8'
8d NAILS @ 4" O.C.
4'
4'
8'
10'-12'
8d NAILS @ 3" O.C.
4'
4'
10'
__1 0'
8d NAILS 6" O.C.
3'
7'
10'
12-16
8d NAILS @ 4" O.C.
3'
7'
10'
18'-20'
8d NAILS @ 3" O.C.
3'
7'
10'
10'-14'
8d NAILS @ 4" O.C.
4'
6'
10'
16'-18'
8d NAILS CcD, 3" O.C.
4'
6'
10'
10'-12'
18d NAILS @ 3" O.C.
6'
4'
12'
12'
8d NAILS @ 6" O.C.
4'
8'
12'
14'-18'
8d NAILS @ 4" O.C.
4'
8'
12'
20'-24'
8d NAILS @ 3" O.C.
4'
8'
12'
12'
6'
6'
12'
1 14'-18'
6'
6'
12'
12'
8d NAILS @ 3" O.C.
8'
4'
1. NAILING IS FOR 3/8" SMARTSIDE PANEL OR 3/8" SMARTSIDE WITH FOIL BACKER.
2. NO SINGLE OPENING GREATER THAN 8'-0"
3. USE COMMON OR GALVANIZED BOX NAILS.
4. FIELD NAILING FOR 3/8" SMARTS)DE: 8d @ 12" O.C.
TUFFSHED
Storage Buildings & Garages
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 A76835
BUILDING TO BE SUPPLIED
AND BUILT BY TUFF SHED.
ANY OTHER USE IS
FORBIDDEN BY TUFF SHED
INC & THE ENGINEER OF
TUFF SHED INC.
ENGINEERING DEPARTMENT
e` '' •7r �`✓i
e� Q. ••• • 3 ' •�
e � ;' :S �®
'®
e _r
a •'
— -o : 1
STA
r •' E o F
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/✓®®®s�FSS/o o• Lc
�
TITLE
DOOR DETAILS
NAILING REQUIREMENTS
5TH EDITION (2014)
155C
DRAWING NO.
FL -PS -01
Drawn By: PK
Date: 1/19/17
RICHARD J. WILLS, P.E.
1777 S. HARRISON STREET
DENVER, COLORADO 80210
(303) 753-8833 EXT. 5618
REV. LEVEL 01
Checked By:
SHEETFBC,
Building SIZe:WIDTH-LENGTH-HEIGHT-SQ
FT. AREA
Date:
Scale: N.T.S.
RECORD.
PAGE 2 OF 3
///l11111111\\\
#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
8'-12' 8" O.C.
OSTEEL SHED BASE DETAIL
SCALE: N T.S.
SIDING
TRIM
3/8" CARRIAGE
BOLT (GRADE 2)
OT17SWB
-OR-
OT24SWB
1/2" HILTI KWIK BOLT TZ
a
STUD
3/8" %LON
LOCUT
z B SEPLATE
FLOOR PLY
cr
1
1W
STAINLESS STEEL 304 Z U
EMBEDMENT DEPTH = 2 1/4"S EEL SHED
MIN. EDGE DISTANCE = 6" B NSE
ANCHOR SPACING: RE: KWIK 4" CO CRETE
BOLT ANCHORS TABLE, SHEET 3 PAD (N IN)
OSIDEWALL BRACKET DETAI
SCALE: N.T.S.
KWIK BOLT ANCHORS
(INTO CONCRETE)
RE: DETAIL 3 SHEET 3
1.
STEEL SHED FOUNDATION:
QTY
6
60OT125-054 -16 GAUGE STEEL TRACKS G140 ZINC COATED
6
6'
600S137-054 - 16 GAUGE STEEL JOISTS G140 ZINC COATED
8
8'
@ 24" O.C.
6
8'
(SUPPLIER: ALLIED STUDCO (JOIST: 600S137-054 /TRACK:
8
8'
600T125-054) ICC ER -4943P.
®
2.
3/4" APA OR TECO RATED TONGUE AND GROOVE FLOOR
6
10'
DECKING. 24" MAX PANEL SPAN. STAGGER PANEL LAYOUT.
®
3.
FASTEN FLOOR DECKING TO JOIST & TRACKS USING
10
12'
#8 x 1-5/8" ZINC PLATED SCREWS @ 12" O.C.
®
12'
NO BLOCKING REQUIRED. ALL EDGES SHALL LIE ON FLUOR
8
12'
JOISTS. STAGGER PANEL LAYOUT PER APA CONDITION 1.
10
4.
FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO JOISTS
12
OR TRACKS WITH #12-14 X 3" GALVANIZED SELF -DRILLING
s
SCREWS. REFERENCE SPACING CHART.
i
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.
a
STUD
3/8" %LON
LOCUT
z B SEPLATE
FLOOR PLY
cr
1
1W
STAINLESS STEEL 304 Z U
EMBEDMENT DEPTH = 2 1/4"S EEL SHED
MIN. EDGE DISTANCE = 6" B NSE
ANCHOR SPACING: RE: KWIK 4" CO CRETE
BOLT ANCHORS TABLE, SHEET 3 PAD (N IN)
OSIDEWALL BRACKET DETAI
SCALE: N.T.S.
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'-14'
6
10'
16'-20'
8
10'
22'-24'
10
12'
12'-14'
6
12'
16'-18'
8
12'
20'-22'
10
12'
24'
12
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).
Z
i0 7 -
Cb tZ
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
-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
Order #.
Customer:
Site Address:
TRIM
Q
3:
# OF ANCHORS
SIDING
2X4X2'
U-1
10'
BLOCK
4 ANCHORS
U)
CD STUD
4 ANCHORS
--ATTACH BRACKET TO
SIDING
Checked By:
STUD THRU HOLE IN
TRIM
ANCHOR PLATE WITH
z_
.AREA
3/8"0 x 4" CARRIAGE
2
pgGE 3 OF 3
BOLT AND LOCKNUT
SCORNER 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
-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
AUGER ANCHORS
Order #.
Customer:
Site Address:
/\/\\
STUD
Q
3:
# OF ANCHORS
8'
8'-24'
U-1
10'
0
4 ANCHORS
U)
CD STUD
4 ANCHORS
co
SIDING
Checked By:
SHEET 3
TRIM
END WALL
BuildingSIZe:WIDTH-LENGTH-HEIGHT-SG.F
.AREA
Scale: N.T.S.
RECORD.
AUGER ANCHORS
Order #.
Customer:
Site Address:
WIDTH
LENGTH
# OF ANCHORS
8'
8'-24'
4 ANCHORS
10'
10'-24'
4 ANCHORS
12'
12'-24'
4 ANCHORS
L ANCHOR BRACKET
TO BE FLUSH WITH
OAUGER ANCHOR DETAILEDGE OF TRIM
SCALE: N.T.S.
UNHEATED SPACE
4 -ANCHORS PROVIDE (1) AT EA.
CORNER OF THE BUILDING.
ANCHOR BOLT & CONTINUOUS FOOTING NOTES
P.T. SILL PLATE 1. TOP OF SLAB TO BE 6" MIN. ABOVE GRADE. SLAB REINFORCEMENT SHALL
PER NOTES BELOW BE WWF 6X6 W1.4xW1.4 . LOCATE AT MID -DEPTH OF SLAB.
-OR-
#4 CONTINUOUS SLAB REINFORCEMENT SHALL BE FIBERMESH 150 OR BLENDED
FIBERMESH150. FIBERMESH SHOULD BE DISPERSED UNIFORMLY
d 1 3/4'TOP & BOTTOM THROUGH CONCRETE W/ MIN. 1 POUND PER CUBIC YARD OF CONCRETE.
C�7J 2. ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE AND REINFORCING
U i- FINISH CONCRETE FLOOR BEFORE POURING CONCRETE.
ch�~ GRADE 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.
____
d° 4. CONCRETE: MINIMUM 28 DAY COMPRESSIVE STRENGTH, fc=2500 PSI.
n� 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. SA.CATEGORY:
ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING
SLAB 1/2" DIA X 7" LONG SIMPSON TITEN ANCHOR WITH WASHERS.
\ ' REINFOR MEN B. EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST 5" INTO THE
CONCRETE AND SHALL BE SPACED NOT MORE THAN 6' OC.
_j a 3" CLR. ` PER NOT BEL C. THERE SHALL BE A MINIMUM OF 2 BOLTS PER SOLE PLATE PIECE
U TYP. WITH 1 BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN 7 BOLT
DIAMETERS FROM EACH END OF EACH PIECE.
8 THICKEN SL B
MIN.
C4 CONCRETE FOUNDATION DETAIL I ,
SCALE: N.T.S. @��\ `�
TUFF SHED
Storage Buildings & Garages
TUFF SHED, INC.
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 TUFF SHED
INC & THE ENGINEER OF
TUFF SHED, INC.
ENGINEERING DEPARTMENTo.
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TITLE
DETAILS
FBC, 5TH EDITION (2014)
155C
DRAWING NO.
FL -PS -01
Drawn By: PK
Date: 1/19/17
RICHARD J. WILLS, P.E.
1777 S. HARRISON STREET
T� A p
DENVER, COLORADO 00210
(303) 753-8833 EXT. 5618
REV. LEVEL 01
Checked By:
SHEET 3
Date.
BuildingSIZe:WIDTH-LENGTH-HEIGHT-SG.F
.AREA
Scale: N.T.S.
RECORD.
pgGE 3 OF 3