23 Forrestal Cir. ACC18-0070 dwgs 1LOT .18
BLOCK 1 0
SET 1/2" 10/
IRON ROD
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LOT 16
BLOCK 1
FOUND 1/2"
_ IRON PIPE
N
P.C.
ARB
�o��o}_:..Rr�y;
SURVEY NOTES o
ON
NSOUTH CRETE RLY ySIDEOOF£ OTROPER PROPERTY LINE
THERE ARE FENCES NEAR THE BOUNDARY
OF THE PROPERTY.
BUILDING RESTREICTION LINE PER PLAT:
FRONT- 30 FEET „
PAGE 2 OF 2 PAGES
4 I F I c ivl� BOUNDARY SURVEY LB #7893
o No. S 883 P TARGET
SURVEYORS CERTIFICATE
° a /HEREBY CERTIFY THAT THIS 60UNDARYSURVEY (,;,jSURVEyf1vcf,, LLC
P ISA TRUEAND CORRECTREPRESENTATION OF A
a r SURVt=Y PREPARED UNOER MY DIRECTION,
sf�y of URI D F p� 4 SIGNATURE NOT VALfD rNDAUTNENTICATED/CATED 6LECTRONlC3Ff1L,C SERVING ALL FLORIDA COUNTIES
q t s u it v lc- OR A RAISED EMBOSSED SEAL AND SIGNATURE:
D'gitelly sfpnad by 6250 N. MILITARY TRAIL, SUITE 102
Ctyde O" McNeal
Clyde O. oN:cN=ayaao. WEST PALM BEACH, FL 33407
WNaal,C=U9 PHONE (561)640-4000
McNeal iDaia:2.1-059.'5 FACSIMILE (561) 640-0676
(SIGNED) ti--�" ,� STATEWIDE PHONE (800) 226-4807
CLYDEO.N''ONEAL,PROFESSIONAL SURVEYOR AND MAPPER #2883 STATEWIDE FACSIMILE (800)741-0576
) //,- 30'
UNINHABITED UTILITY SHED
NOTES: S 8600
1. BUILDING CODE: �7 f�V
FLORIDA BUILDING CODE, 6th EDITION (2017)
BUILDINGS ARE NOT FOR HIGH -VELOCITY HURRICANE ZONES (HVHZ)
OVERHANG OPTIONS
2. DESIGN LOADING:
WIND SPEED (T1609.3.1): V„n = 145
Vasd = 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: (IH,): 1_0
RISK CATEGORY: I
COMPONENT AND CLADDING: ROOF:
+16 PSF / -28 PSF (;?ONE 1)
WIND PRESSURE (pst) (ASD VALUES)
+16 PSF / -47 PSF (:ZONE 2)
(BASED ON 10 SQ FT)
+16 PSF / -70 PSF (ZONE 3)
g
WALL:
+28 PSF / -30 PSF (ZONE 4)
w
+28 PSF / -37 PSF (;ZONE 5)J
INTERNAL WIND PRESSURE COEFFICIENT:
+0.18 / -0.18
C?
(ENCLOSED BUILDING)
`°
FLORIDA BUILDING APPROVAL NUMBERS --
1. WINDOWS BY TAFCO CORP - FLORIDA BUILDING APPROVAL
#FL20743.1-R1.
2. LP SMARTSIDE SIDING - FLORIDA BUILDING APPROVAL #FL9190.6-R5.
3. SHINGLES BY OWENS CORNING - FLORIDA BUILDING APPROVAL
#FL10674.1-R13.
4. ROOF UNDERLAYMENT BY WOODLAND INDUSTRIES INC. -
FLORIDA BUILDING APPROVAL #FL17206.1-R4.
5. GULF COAST SUPPY 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.
UP TO 12' WIDE x UP TO 24' LONG
TR700, PR
REFER TO THE TRUSS DESIGN FOR
LUMBER SIZE, TRUSS SPACING
AND PLATE SIZE
COLLAR TIE REQUIRED ONLY AT
12' WIDE SHEDS
(1) SIMPSON H2.5A TIE PER
BEARING, (2) TOTAL PER TRUSS,
INSTALLED PER MANUFAt_ r"
12 FLORIDA APPROVED OWENS RAFTER TRUSS
CORNING OAKRIDGE 30 YEAR
4 SHINGLES - #FL10674.1-R13
-OR-
FLORIDA APPROVED GULF COAST SUPPLY
AND MANUFACTURING METAL ROOFING -
#FL11651-R3
SEE THE TRUSS
CONNECTION
DETAIL - DETAIL 2 WALL TOP
SEE SHEET 3 FOR STEEL FLOOR WITH
ANCHOR DETAIL OR FOUNDATION DETAIL
I t I UP TO 12' WIDE
cD I
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 23/8' 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. STAGGERE=D 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")
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
TOE NAIL WITH (3)
" DU NAILS, (2) ONE
IDE, (1) OTHER
IDE
OTRUSS TO WALL
CONNECTION DETAIL
SCALE: N.T.S.
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
DRIP EDGE
PER FBC 1507.2.9.3
ALL FASTENERS FBC 1507
REFERENCE NAILING NOTES
ROOF ASSEMBLY
ROOF UNDERLAYMENT
FBC 1507.1.1
FOR 4:12 ROOF SLOPE
PANEL EDGE SUPPORTED
BY PANEL EDGE CLIPS
(H -CLIPS)
�JJ
DETAIL
SCALE>C�Tt§illltlf!///
Order #. P.O. # THESE DRAWINGS AND THE �`�� �,� ( j IT Pi I TITLE DRAWING NO.
DESIGN ARE THE PROPERTY TUFF SHED, INC. �•` '•\CE N
Customer: Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT ••• Sf�' .�O FL -PR -SR -TR -01
TUFF SHED No. 85802 _ BUILDING SECTIONS
DRAWINGS ARE FOR A
Storage Buildings & Garages Date: 8/15/16 BUILDING TO BE SUPPLIED COLIN SWAYSLAND, P.E. * HEADER FRAMING DETAILS REV. LEVEL 01
Site Address: AND BUILT BY TUFF SHED. _
TUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE IS �� p - SHEET
FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET STATE OF ?' FBC, 6th EDITION (2017)
Date: SHED AND THE ENGINEER OF DENVER COLORADO 80210 •'• ' • 145C
Building SIZe.WIDTH-LENGTH-HEIGHT-SQ.FT. AREA RECORD (303) 753-8833 EXT. 96317 ',��•''•�•,� O�il�;�'� ���
., �.�s`,,.,t�• ` PAGE 1 OF 4
Scale: N.T.S. ,,
SHEAR WALL NAILING NOTES:
1. USE 0.113"0 X 23/8" HOT DIPPED GALVANIZED RING SHANK NAILS
2. NAILING: EDGE j 3" O.C.
FIELD 6" O.C.
3. NAILING IS FOR " 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 AI% 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 SIDE�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 - V 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
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
DOUBLE TOP PLATE
CRIPPLES (IF REQ.)
HEADERS,
SEE TABLE BELOW
2x4 WINDOW SILL
FLOOR DECKING
BASE PLATE
–J
FOR WINDOW OPENINGS UP TO 4'-0"
WINDOW HEADER DETAIL
FOR SIDE WALLS
SCALE: N-T.S.
CRIPPLE STUD
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.
2'4" 6-0" 2'-0" _ 2,-0"* 1 2'-0"* If VAVA-2x4 TOP
MIN MAX MIN MIN MIN PLATE
2x4 SPF #2
MAX. 24'-0"
MAX. 12'-0" 2x6 SPF #2
WALL A ELEVATION WALL B ELEVATION
SCALE: 3/16"=T-0" SCALE: 3/16"=T-0" v HEIGHT LIMITATION
HEADERS, TRIMMER STUD ® ALTERNATIVE HEADER
SEE TABLE SCALE N.T.S.
REFER TO FLORIDA BUILDING APPROVALS FOR
DOOR DESIGN DOOR/WINDOW HEADER SCHEDULE
N0OPENINGS ALLOWED HEADER DETAIL FOR
= IN THIS WALL PER NOTE 5 3 WALLS A AND C (END WALLS)
'ALL END WALLS
U' ABOVE OPENINGS UP TO 6'-0" USE (2) 2x4 SPF #2
_ W SCALE: N.T.S.
CO
DOORS:
Q STANDARD DOOR CONSTRUCTION FOR TUFF SHED DOORS WALLS B AND D (SIDEWALLS)
UP TO 48" x 79" ON SINGLE HUNG DOORS AND 72 1/4" x 79" ON OPENINGS UP TO 4'-0" USE (2) 2x4 SPF #2
DOUBLE DOORS EXCEED ALL LOAD REQUIREMENTS FOR OPENINGS 4'-1" TO 6'-0" USE (2) 2x6 SPF #2 -OR-
THE LOAD CRITERIA ON SHEET 1. HEIGHT LIMITATION ALTERNATIVE - SEE DETAIL
2'-0"* 2'-0"* OPENINGS 6'-1" TO 8'-0" USE (2) 2x8 SPF #2
MIN MIN NOTE TO BUILDING OFFICIALS
MAX. 12'-0" THESE DRAWINGS ARE DESIGNED FOR VARIABLE DOOR AND WINDOW PLACEMENT AS
MAX. 24'-0"
WALL C ELEVATION WALL D ELEVATION INDICATED BY SHADED AREAS ON ELEVATIONS. MINIMUM SHEAR RETURN WALLS
SCALE: 3/16"= V-0" SCALE: 3/16" = 1'-0" INDICATED ON ELEVATIONS.
\\\111111117////
Order #. P.O. # THESE DRAWINGS AND THE ��`� �� • ���i TITLE DRAWING NO.
TUFF SHEDI DESIGN ARE THE PROPERTY TUFF SHED, INC. _ '
o : ••�c�E k sF••.•• o ,
Customer: Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT V :' �• FL -PR -SR -TR -01
DRAWINGS ARE FOR A NC• 858Q2 DOOR DETAILS
g g s a es
Stora BuRdin & Garages Date: 8/15/16 BUILDING TO BE SUPPLIED COLIN SWAYSLAND, P.E.
Storage Site Address: AND BUILT BY TUFF SHED. _ * NAILING REQUIREMENTS REV. LEVEL 01
TUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE IS _ _ I-of-ty,
FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET = STATE 0, FBC, 6th EDITION (2017) SHEET 2
Date: SHED AND THE ENGINEER OF DENVER, COLORADO 80210 �'� • ''\4��
BUIIdIngSIZe.WIDTH-LENGTH - HEIGHT -SOFT. AREA i�O'•. /� ,O�••+\�\\\ 145C
Scale: N.T.S. RECORD. (303) 753-8833 EXT. 96317 �,� ,� 0 R `�\; PAGE 2 OF 4
i/r//-lIIII1rt\\\,%
ALL DOORS/WINDOWS LOCATED
-
_
IN THIS AREA
Ur
ALL DOORS/WINDOWS LOCATED IN THIS AREA
`°
_
X
J
Q
J
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
DOUBLE TOP PLATE
CRIPPLES (IF REQ.)
HEADERS,
SEE TABLE BELOW
2x4 WINDOW SILL
FLOOR DECKING
BASE PLATE
–J
FOR WINDOW OPENINGS UP TO 4'-0"
WINDOW HEADER DETAIL
FOR SIDE WALLS
SCALE: N-T.S.
CRIPPLE STUD
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.
2'4" 6-0" 2'-0" _ 2,-0"* 1 2'-0"* If VAVA-2x4 TOP
MIN MAX MIN MIN MIN PLATE
2x4 SPF #2
MAX. 24'-0"
MAX. 12'-0" 2x6 SPF #2
WALL A ELEVATION WALL B ELEVATION
SCALE: 3/16"=T-0" SCALE: 3/16"=T-0" v HEIGHT LIMITATION
HEADERS, TRIMMER STUD ® ALTERNATIVE HEADER
SEE TABLE SCALE N.T.S.
REFER TO FLORIDA BUILDING APPROVALS FOR
DOOR DESIGN DOOR/WINDOW HEADER SCHEDULE
N0OPENINGS ALLOWED HEADER DETAIL FOR
= IN THIS WALL PER NOTE 5 3 WALLS A AND C (END WALLS)
'ALL END WALLS
U' ABOVE OPENINGS UP TO 6'-0" USE (2) 2x4 SPF #2
_ W SCALE: N.T.S.
CO
DOORS:
Q STANDARD DOOR CONSTRUCTION FOR TUFF SHED DOORS WALLS B AND D (SIDEWALLS)
UP TO 48" x 79" ON SINGLE HUNG DOORS AND 72 1/4" x 79" ON OPENINGS UP TO 4'-0" USE (2) 2x4 SPF #2
DOUBLE DOORS EXCEED ALL LOAD REQUIREMENTS FOR OPENINGS 4'-1" TO 6'-0" USE (2) 2x6 SPF #2 -OR-
THE LOAD CRITERIA ON SHEET 1. HEIGHT LIMITATION ALTERNATIVE - SEE DETAIL
2'-0"* 2'-0"* OPENINGS 6'-1" TO 8'-0" USE (2) 2x8 SPF #2
MIN MIN NOTE TO BUILDING OFFICIALS
MAX. 12'-0" THESE DRAWINGS ARE DESIGNED FOR VARIABLE DOOR AND WINDOW PLACEMENT AS
MAX. 24'-0"
WALL C ELEVATION WALL D ELEVATION INDICATED BY SHADED AREAS ON ELEVATIONS. MINIMUM SHEAR RETURN WALLS
SCALE: 3/16"= V-0" SCALE: 3/16" = 1'-0" INDICATED ON ELEVATIONS.
\\\111111117////
Order #. P.O. # THESE DRAWINGS AND THE ��`� �� • ���i TITLE DRAWING NO.
TUFF SHEDI DESIGN ARE THE PROPERTY TUFF SHED, INC. _ '
o : ••�c�E k sF••.•• o ,
Customer: Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT V :' �• FL -PR -SR -TR -01
DRAWINGS ARE FOR A NC• 858Q2 DOOR DETAILS
g g s a es
Stora BuRdin & Garages Date: 8/15/16 BUILDING TO BE SUPPLIED COLIN SWAYSLAND, P.E.
Storage Site Address: AND BUILT BY TUFF SHED. _ * NAILING REQUIREMENTS REV. LEVEL 01
TUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE IS _ _ I-of-ty,
FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET = STATE 0, FBC, 6th EDITION (2017) SHEET 2
Date: SHED AND THE ENGINEER OF DENVER, COLORADO 80210 �'� • ''\4��
BUIIdIngSIZe.WIDTH-LENGTH - HEIGHT -SOFT. AREA i�O'•. /� ,O�••+\�\\\ 145C
Scale: N.T.S. RECORD. (303) 753-8833 EXT. 96317 �,� ,� 0 R `�\; PAGE 2 OF 4
i/r//-lIIII1rt\\\,%
#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
TRIM
3/8" CARRIAGE
BOLT (GRADE 2)
OT17SWB
-OR-
OT24SWB
1/2" HILTI KWIK BOLT TZ
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.
8'-16'
(SUPPLIER: ALLIED STUDCO (JOIST: 600S137-054 /TRACK:
600T125-054) ICC ER -4943P.
Ea 2.
3/4" APA OR TECO RATED TONGUE AND GROOVE FLOOR
6
DECKING. 24" MAX PANEL SPAN. STAGGER PANEL LAYOUT.
® 3.
FASTEN FLOOR DECKING TO JOIST & TRACKS USING
12'
#8 x 1-5/8" ZINC PLATED SCREWS @ 12" O.C.
®
®
NO BLOCKING REQUIRED. ALL EDGES SHALL LIE ON FLOOR
20'-24'
JOISTS. STAGGER PANEL LAYOUT PER APA CONDITION 1.
4.
FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO JOISTS
SCALE: N.T.S.
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
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.
Mi
STUDI
3/8" N'' LON
LOCKINUT
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
o SPACE HALF OF THE REMAINING
ANCHORS AT EACH OF THE (2)
SIDEWALLS:
STAINLESS STEEL 304 U %2 OF THE REMAINING ANCHORS
EMBEDMENT DEPTH = 2 3/8" STEEL SHED SQUALLY SPACED AT WALL B
MIN. EDGE DISTANCE = 6" BASE j OF THE REMAINING ANCHORS
ANCHOR SPACING: RE: KWIK 4" CO�IICRETE EbUALLY SPACED AT WALL D
BOLT ANCHORS TABLE, SHEET 3 PAD (NIIN)
3. PROVIDE (1� ANCHOR AT MID WALL
O SIDEWALL BRACKET DETAIL_
FOR ALL 12 WIDE END WALLS.
_
SCALE: N.T.S.
Order #. P.O. # THESE DRAWINGS AND THE
TUFF S — DESIGN ARE THE PROPERTY
Customer: Drawn By: PK OF TUFF SHED INC. THESE
DRAWINGS ARE FOR A
Storage Buildings & Garages — Site Address: Date: 8/15/16 BUILDING TO BE SUPPLIED
AND BUILT BY TUFF SHED.
TUFF SHED, MFG. FACILITIES _ Checked By: ANY OTHER USE IS
FORBIDDEN BY BOTH TUFF
Date: SHED AND THE ENGINEER OF
Building SIZe.WIDTN-LENGTH-HEIGHT-SQ Ff.AREA
Scale: N.T.S. RECORD
z
ifl �
-1z
00
TRIM
2X4X2' SIDING AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES
BLOCK • PART NUMBERS.-
ATTACH
UMBERS: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
A2A 3/8"0 x 6 1/2" CARRIAGE -OR-
BOLT AND LOCKNUT OT24SWB -SIDEWALL BRACKET FOR USE WITH THRU BOLTS
REPORT NO. LO-FJ90129-B
(3) STUD CORNER WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS
WITH THE MAXIMUM LOAD OF 5,080 LBS
ANCHOR BOLT &
P.T. SILL PLATE
PER NOTES BELOW
#4 CONTINUOUS
a 1 3/4' TOP & BOTTOM
U F}- FINISH CONCRETE FLOOR
r� GRADE
ILLIL 3" CLR.
U TYP
Cl)
SLAB
REINFORCEMENT
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-
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 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" 1 \�_ DIAMETERS FROM EACH END OF EACH PIECE.
THICKENED SLAB
MIN.
®CONCRETE FOUNDATION DETAIL„wit If///,/
SCALE: N.T.S. \\�� IN
TUFF SHED, INC.
STUD
ENGINEERING DEPARTMENT
* : No. 8580210
UJ
0
COLIN SWAYSLAND, P.E.
U)
STUD
c%>
,� STATE OF
DENVER, COLORADO 80210;
SIDING
END WALL
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
a 1 3/4' TOP & BOTTOM
U F}- FINISH CONCRETE FLOOR
r� GRADE
ILLIL 3" CLR.
U TYP
Cl)
SLAB
REINFORCEMENT
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-
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 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" 1 \�_ DIAMETERS FROM EACH END OF EACH PIECE.
THICKENED SLAB
MIN.
®CONCRETE FOUNDATION DETAIL„wit If///,/
SCALE: N.T.S. \\�� IN
TUFF SHED, INC.
��\`� •'�\C E N S� .,••
ENGINEERING DEPARTMENT
* : No. 8580210
COLIN SWAYSLAND, P.E.
-
1777 S. HARRISON STREET
,� STATE OF
DENVER, COLORADO 80210;
(303) 753-8833 EXT. 96317
TITLE
DETAILS
FBC, 6th EDITION (2017)
145C
DRAWING NO.
FL -PR -SR -TR -01
REV. LEVEL 01
SHEET
PAGE 3 OF 4
MIN (2) 2X STUDS.
USE (3) 2X STUDS
AT END WALL.
a.
SDS1/4X3
SCREWS °
HEX NUT °
°
HDU HOLDOWN
a
a
TREATED °
SILL PLATE a °
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.
IM
IVA 'W^ SLATES
SIDE
3X4 20 PLATES
LO 1 EACH SIDE
C? 4'-0"
4'-
12
-12
�4
I t-
00 8'-0"
LO
N
DESIGN LOADS:
TOP CHORD LIVE LOAD = 20 PSF
TOP CHORD DEAD LOAD = 10 PSF
COLLAR TIE DEAD LOAD = 5 PSF
NOTES:
F"BC, 6th EDITION (2017)
ANSI/TPI 1-2007
TRUSSES TO BE SPACED @ 24" OC
PJIATERIAL TO BE 2X4 SPRUCE PINE FIR GRADE #2 OR BETTER
PLATES ARE TO BE PRESSED IN THE WOOD PER TPI.
FZEP MEMBER INCREASE: YES
LUMBER D.O.L.: 1.25
INI N D:
INSCE 7-10,155 mph, Exposure C, D.O.L.=1.60
I3LATES ARE MANUFACTURED BY EAGLE METAL PRODUCTS,
ICC -ES #ESR -1082.
6' SPAN
3X4 20 GA PLATES REACTIONS:
C\1
LlE�ACH SIDE MAX. VERTICAL: 205 LBS.
5'-0" 16 MAX. UPLIFT: -160 LBS.
I/ 12 NOTE:
D4 TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 12FT UNLESS CEILING JOIST OR OTHER
18.0° TENSION TIE IS PROVIDED.
t r
02
10'-0"
LO
N
3X4 20 GA PLATES
Cl)00
1 EACH SIDE
6-0"
6',3 11/16„
12
�4
3X6 20 GA —
PLATES
1 EACH SIDE
00
LO
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.
4/H QMAAI
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 ��`�\\� b A Y� ��i� TITLE DRAWING NO.
DESIGN ARE THE PROPERTY TUFF SHED, INC. `�� ®�. I� %�
TUFF SHED
Customer: Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT �,� 0 E S f:•..41, FL -PR -SR -TR -01
TRUSS DETAILS
DRAWINGS ARE FOR A = ,� � • 0. 8St�O2 '_
Storage Buildings Garages Date: 8/15/16 BUILDING TO BE SUPPLIED COLIN SWAYSLAND, P.E. - ,� = REV. LEVEL 01
Site Address: AND BUILT BY TUFF SHED. -
TUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE IS - ; * _ SHEET A
1777 S. HARRISON STREET �s.u>:✓ _ FBC, 6th EDITION (2017) L.�
8524 EAST COLONIAL DRIVE FORBIDDEN BY BOTH TUFF STATE DI'
Date: DENVER, COLORADO 80210 •';
ORLANDO, FL 32817 SHED AND THE ENGINEER OF ' C 9•'•
Building SIZe.WIDTH-LENGTH-HEIGHT-SQ.FT. AREA l {„! ••, �+ � � 145C
(888) 788 -TUFF RECORD (303) 753-8833 EXT. 96317 �` •., d R ID 9,.• �\��` PAGE 4 OF 4
STORE 520 Scale: N.T.S. rC°
o I A L d ��