HomeMy WebLinkAboutUTILITY SHED DETAIL PAPERWORKi BUILDING CODE: UNINHABITED
FLORIDA BUILDING CODE, 6th EDITION (2017)
—BUILDINGS ARE NOT FOR HIGH -VELOCITY HURRICANE ZONES (HVHZ)
2. DESIGN LOADING:
'HIND SPEED (T1609.3.1): Vult= 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: (Iw): 1_0
RISK CATEGORY: I
COMPONENT AND CLADDING: ROOF: 31-PSF (ZONE 1)
WIND PRESSURE (pst) (ASD VALUES) 66 PSF (ZONE 2, 3)
(BASED ON 10 SQ FT) WALL: 36 PSF (ZONE 4)
45 PSF (ZONE 5)
INTERNAL WIND PRESSURE COEFFICIENT: +0.18 �D
(ENCLOSED BUILDING) -0_18
FLORIDA BUILDING APPROVAL NUMBERS-
1. WINDOWS BY TAFCO CORP - FLORIDA BUILDING APPROVAL
#FL20743.1-R1.
2. LP SMARTSIDE SIDING - FLORIDA BUILDING APPROVAL #FL'K _x''
3sSHINGLE,S BY OW_ENS CORNING - FLORIDA BUILDING APPROVAL
�' tT3cF�'L06741-�13i"t�
4. ROOF UNDERLAYIIENT BY WOODLAND INDUSTRIES INC. -
...`
FLORIDA BUILDING APPROVA'�' L�#FLfi72.O6th R9
5. METAL ROOFING BY GULF COAST SUPPLY & MAN., LLC -
FLORIDA BUILDING APPROVAL #FL11651.22-R3 & #FL11651.23-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. (\
HEADER NAILING:
RAFTER
HEADER TO STUD -
4-16d END NAIL
DOUBLED HEADER
-16d @ 16"
STAGGERED FACE NAIL
SIMPSON H1
OR USP RT15
NAILING:
FOR & WIDE
SIMPSON H2.5A
REFER TO SHEET 2
OR USP
FOR 8'-12' VNDE WIDE
FOR WALL AND ROOF
SHEATHING NAILING.
WALL TOPPLATES
SIDING -
MAX WALL HEIGHT FOR
EACH SHED:
STUDS
LT - V-4 1/2" (761/2')
RAFTER TO 1
3
LOW WALL
CONNECTIOI
TUFF SHED
Storage Buildings & Garages
TUFF SHED, MFG. FACILITIES
•ILITY SHED UP TO 12' WIDE X UP -TO 24' LONG
LEAN-TO
PROVIDE 2X BLOCKING BTWN. TRUSSES. ---
TOENAIL WITH (4) 16d NAILS. TYP BOTH SIDES.
RAFTERS TO BE SPF #2 OR BETTER PER SCHEDULE
122 FLORIDA APPROVED OWENS CORNING
OAKRIDGE 30 YEAR SHINGLES - FL10674-R13
-OR-
FLORIDA APPROVED GULF COAST
SUPPLY #FL11651.22-R3 OR
\ _ #FL11651.23-R3
w` DOUBLE TOP
PLATES
01
TOE NAIL WITH (3)
18d NAILS, (2) ONE
SIDE, (1) OTHER
SIDE
wn By: SJ
e: 112/15
:eked By:
e:
de: N.T.S.
SEE SHEET 3 FOR STEEL FLOOR WITH
ANCHOR DETAIL OR FOUNDATION DETAIL
UP TO 12'-0" WIDE
OBUILDING SECTION
6Cei r. KTS
i
DOUBLE TOP PLATE
1/2" PLYWOOD SPACER
i
CRIPPLES (IF REQ.)
HEADERS FOR r
OPENINGS UP 7,0 T-0"
USE (2) 2x4 SPF'2
2x4 WINDOW SIDE
TRIMMERS
't -
FLOOR DECKING
BASE PLATE
. J
FOR WINDOW OPENINGS UP TO T-0"
ON SIDE WALLS
4 WINDOW HEADER DETAIL
FOR SIDE WALLS
6CP N.T&
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
RAFTERS @
24" O.C.
RAFTERS @
161, O.C.
RAFTERS @
12" O.C.
SPAN
JOISTS
JOISTS
JOISTS
6'
2X4 SPF #2
2X4 SPF #2
2X4 SPF #2
8'
2X6 SPF #2
2X6 SPF #2
2X4 SPF #2
10'
2X6 SPF #2
2X6 SPF #2
2X6 SPF #2
12'
2X8 SPF #2
2X8 SPF #2
2X6 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
12" PLYWOOD SPACER
— CRIPPLES (IF REQ.)
HEADERS FOR
SEE -
OPENINGS UP TO 4'-0"
DETAIL
USE (2) 2x4 SPF #2 I
OPENI GS 4'-1"TO V-0"'
KING -
USE (2) 2x6 SPF #2 ?"
STUD
OPENINGS 6'-1" TO 8'4'
USE (2) 2x8 SPF #2
KING STUD
TRIMMER
BASE PLATE
FLOOR DECKINA
FOR OPENINGS
SIDE WALLS
DOOR HEF
4B WALLS (TP
TUFF SHED, INC.
ENGINEERING DEPARTMENT
RICHARD J. WILLS, P.E.
W%% TILLS@TUFFSHED.COM
1777 S. HARRISON STREET
DENVER, COLORADO 80210
(303) 753-8833 EXT. 96315
bUtfaxteffq
S
DE
L
IV
=Ike Na
6835
t
i91 9 TE F
KING STUD
STUD
REFER TO THE DOOR
"'no rvn.
OPENINGS UP TO 6'-0" USE
DETAIL SHEET FOR THE
DOOR DESIGN &
(212x4 SPF #2
LIMITATIONS.
bVpENINGS 6-1" TO 10'-0" U!
(2) 2x6 SPF #2
DETAIL
FOR
OHEADER
END WALL
ScP N.TS.
DOUBLE TOP PLATE
- 1/2" PLYWOOD SPACER
HEADERS FOR
- OPENINGS UP TO 4'-0" USE (2) 2x4 SPF #2
- OPENINGS 4'-V TO V-0" USE (2) 2x6 SPF #2
TRIMMER
BASE PLATE
--2x4 TOP
PLATE
SPF #2
FLOOR DECKING 2x6 SPF #2
SCANNED
BY
FOR OPENINGS UP TO St. Lucie County
6-0" ON SIDE WALLS
DOOR HEADER DETAIL FOR
4C SIDE WALLS (SHORT SIDE WALL)
6Cn c, N.T.S
TITLE DRAYYING NO.
BUILDING SECTIONS FL-PLT 01
HEADER FRAMING DETAILS I REv• LEvEL 01
FBC, 6th EDITION (2017) I SHEET 1
155C 0,
SHEET 1 OF 3
'''17/71N1I L EN1
.� SINGLE DOOR ASSEMBLY
TOP VIEW
SCP N.T.S
BOLT LATCH ON FIXED DOOR FOR
(1TTACH (1) ) BOLT LATCH LALATCH D HE BOTTOM O THE
FIXED DOOR. ATTACH EACH BOLT LATCH
ASSEMBLY WITH (4) #8 x 2-1/4" SQUARE
DRIVE WOOD SCREWS.
DOOR HANDLE AND STRIKE
INSTALL DOOR HANDLE PER
MANUFACTURER'S
INSTRUCTIONS. USE#8x2-1/4"
SQUARE DRIVE WOOD SCREWS.
ATTACH STRIKE PLATE WITH (3)
#8 x 2" SQUARE DRIVE WOOD
SCREWS.
DDOUBLE DOOR ASSEMBLY
B TOP VIEW
6C" N.T.S I
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
=C NT.&
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
MAX.
MARK
WALLS
END
SIDE
COMB.
MIN TOTAL
WALLS
END
SIDE
MAX.
MIN TOTAL
BEING
WALL
WALL
OPENING
COMBINED
BEING
WALL
WALL
COMB.
COMBINED
USED
WIDTH
LENGTH
EDGE NAILING
(NOTE 2)
SHEAR WALL
USED
WIDTH
LENGTH
EDGE NAILING
OPENING
SHEAR WALL
�iT
■MIN T-B" RTN WALLS ON EACH END OF WALL- •MIN 2'-6" WALL SEGMENT
6'
1 6'-20'
j8d NAILS 0 6" O.C.
I UP TO 12'
1 4'
8'
8'-24'
8d NAILS 6" O.C.
UP TO 12'
5'
10,
10'-24'
8d NAILS @ 6" O.C.
I UP TO 12'
1 6'
12'
1 12'-24'
1 8d NAILS a 6" O.C.
I UP TO 12'
1 7'
12'
1 12'-24'
18d NAILS @ 4" O.C.
I UP TO 12'
1 5'
EXTERIOR DOOR SHEATHING
3/8" SMARTSIDE OR 3/8" SMARTSIDE
WITH FOIL BACKER
InITCGInD nnnq SHEATHING
'16" OSB WITH
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.
3 HINGE ASSEMBLY
FRONT VIEW
S N.T.S.
DOORS:
STANDARD DOOR CONSTRUCTION FOR TUFF SHED DOORS
UP TO 47" x 80 1/4" ON SINGLE HUNG DOORS AND 96" x 80 14'
ON DOUBLE DOORS EXCEED ALL LOAD REQUIREMENTS FOR
THE LOAD CRITERIA ON SHEET 1.
TABLE NOTES:
NOTES:
1. USE 8d COMMON OR GALVANIZED BOX NAILS.
1. NAILING IS FOR 3/8" SMARTSIDE PANEL OR 3/8" SMARTSIDE WITH FOIL BACKER.
2. NO SINGLE OPENING GREATER THAN 8'-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 T
3-SIDED DIAPHRAGM CASES. THE END WALL WITH THE OPENING DOES NOT
A MIN. RETURN WALL ON EACH SIDE OF THE OPENING.
4. USE COMMON NAILS OR GALVANIZED BOX NAILS.
5. FIELD NAILING FOR 3/8" SMARTSIDE: 8d @ 12" O.C.
6. ON THESE BUILDINGS 6' X 10'-20' THE T DOOR IN THE END WALL WILL NEED TO
SET. THERE WILL BE A 2'-6" PANEL ON ONE SIDE AND A 6" PANEL ON THE OTHER
THE DOOR.
7. (BS) - DESIGNATES WALLS THAT NEED TO BE SHEATHED ON BOTH SIDES.
• MIN 2'-6" RTN WALLS ON EACH END OF WALL- -MIN 2'-6" WALL SEGMENT
6'
6'-9'
8d NAILS @ 4" O.C. (BS)
3'
SEE NOTE 3
6'
10'-12'
8d NAIL @ 4" O.C. (BS)
3'
2'6" RE: NOTE
6'
14'-16'
8d NAILS 2 3" O.C. (BS)
3'
2'6" RE: NOTE
8'
8'
8d NAILS 6" O.C.
3'
51
8'
10'-12'
8d NAILS 0 4" O.C.
3'
5'
8'
14'-16'
8d NAILS 3" O.C.
3'
5.
8'
8'-10'
8d NAILS @ 4" O.C.
4'
4'
8'
12'-14'
8d NAILS @ 3" O.C.
4'
4'
10,
10'-12'
8d NAILS 6" O.C.
3'
7'
10,
14'-18'
8d NAILS @ 4" O.C.
3'
7'
10,
20'-24'
8d NAILS @ 3" O.C.
3'
7'
10,
10'
8d NAILS @ 6" O.C.
4
6'
10'
12'-16'
8d NAILS 4" O.C.
4'
6'
10,
18'-20'
8d NAILS @ 3" O.C.
4'
6'
10,
10'
8d NAILS
6'
4'
10,
12'-14'
8d NAILS @ 3" O.C.
6'
4'
12'
12'-14'
8d NAILS 6" O.C.
4'
8'
2
16-20
4
8'
12
22 -24
4
8'
12'
12'-16
6'
6'
12'
18'-20'
6'
6'
12'
12'-14'
18dNAILS 3" O.C.
1 8'
4'
TUFF SHED
Order #. PO # THESE DRAWINGS AND THE
DESIGN ARE THE PROPERTY TUFF SHED, INC. ; \ N //// TnLB DRAWING NO.
Customer Drawn By: SJ OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT �� SF'�iP /s FL-PLT-01
DRAWINGSAREFORA _� i DOOR DETAILS
Date: 1/2115 BUILDING TO BE SUPPLIED 6835 NAILING REQUIREMENTS
Storage Buildings &Garages Site Ad SS: AND BUILT BY TUFF SHED. RICHARD J. WILLS, P.E. _ * *= REVLEVEL 01
TUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE 1777 S. HARRISON STREET SHEET 2
1/1u�1—fu1�1 ' FORBIDDEN BY BOTH TUFF � ` FBC, 6th eomoN (2o17i
Date: SHED AND THE ENGINEER OF DENVER, COLORADO 80210 1 9 sTE Building SIZe:Wm N- E�NGTyN.-�NEGN .SnO.,T.MFA (303) 753-8833 EXT. 96315 ///0'..% p q I O P • 155C
\! IFS �I 11u yS(<,A-i 4- Scale: N.T.S. REwRD /ice -Epp •..._.. SHEET 2 OF 3
#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.
OSTEEL SHED BASE DETAIL
SCB N.T.&
SIDING
TRIM
3/8" CARRIAGE
BOLT (GRADE 2)
OT17SWB
-OR-
OT24SWB
1/2" HILTI KWIK BOLT TZ
STAINLESS STEEL304
EMBEDMENT DEPTH = 21/4"
MIN. EDGE DISTANCE = 6"
ANCHOR SPACING: RE: KWIK
BOLT ANCHORS TABLE, SHEET 3
1. STEEL SHED FOUNDATION:
60❑T125-054 -16 GAUGE STEEL TRACKS G140 ZINC COATED
60❑S137-054 - 16 GAUGE STEEL JOISTS G140 ZINC COATED
@ 24" O.C. — -
(SUPPLIER: ALLIED STUCCO (JOIST: 600S137-054 /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 @ 8'4' O.C. MAXIMUM.
BLOCKS UNDER TRACK SPACED @ 4'-0" O.C. MAXIMUM.
STUD
3/8" NYLON
LOCK NUT
Z}11 [BASEPLATE
FLOOR PLY
STEEL SI
BASE
4" CONCRETE
PAD (MIN)
OSIDEWALL BRACKET DETAIL
Scq N.T.&
KWIK BOLT ANCHORS
(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'-16'
6
10,
18'-24'
8
12'
12'-18'
6
12'
2D'-24'
8
NOTES: 001
1. ANCHORS TO BE KWIK BOLT TZ, 304 SS j
BLOCK
U FINISH
MI GRADE
2. PROVIDE (1) ANCHOR AT EA. CORNER
OF THE BUILDING. THE REMAINING
a
ANCHORS EQUALLY SPACED ALONG THE
v
LENGTH OF THE BUILDING. (112 THE
REMAINING ANCHORS ON EA. LENGTH
SIDE EQUALLY SPACED).
TRIM
SIDING
n } I END WALL
AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES
• PART NUMBERS:
OT3644GPMP- 5/8" X 36" (36" IMBED) GALVANIZED -AUGER--
OTWSWB - 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
SIDING
TRIM
AUGER ANCHORS
WIDTH
LENGTH
# OF ANCHORS
6'
V-18'
4 ANCHORS
8'
8'-24'
4 ANCHORS
10,
10'-24'
4 ANCHORS
12'
12'-24'
4 ANCHORS
4-ANCHORS PROVIDE (1) AT EA.
CORNER OF THE BUILDING.
�—ANCHOR BRACKET
TO BE FLUSH WITH
OAUGER ANCHOR DETAIL EDGE OF TRIM
SCP N.T.&
3" CLR.
4,)CONCRETE
SC N.T.S.
UNHEATED SPACE
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-
SLAB REINFORCEMENT SHALL BE FIBERMESH 150 OR BLENDED
FIBERMESH150. FIBERMESH SHOULD BE DISPERSED UNIFORMLY
TOP & BOTTOM
THROUGH CONCRETE W/ MIN.1 POUND PER CUBIC YARD OF CONCRETE.
2.
ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE AND REINFORCING
CONCRETE FLOOR
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.
__--- te___ ?
4.
CONCRETE: MINIMUM 28 DAY COMPRESSIVE STRENGTH. fe = 2500 PSI.
A'
5.
REINFORCING STEEL:A615, GRADE 40 OR GRADE 60. ALL REINFORCING
STEEL SHOWN TO BE CONTINUOUS MAY BE LAPPED A MINIMUM OF 38 BAR
ip
DIAMETERS OR 24• MINIMUM, WHICHEVER IS LARGER.
6.
SEISMIC DESIGN CATEGORY: B
•
,♦
A ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING
SLAB
SLAB
1/2" DIA X T LONG SIMPSON TITEN ANCHOR WITH WASHERS.
B. EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST 5" INTO THE
REINRCEMENT
CONCRETE AND SHALL BE SPACED NOT MORE THAN V OC.
PER N ES BELOW
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
I 1
DIAMETERS FROM EACH END OF EACH PIECE.
8"
MIN.
TUFF SHED Order #. a a PO # THESE DRAWINGS AND THE TUFF SHED INC. TITLE DRAWING NO.
Customer DrawnB : SJ DESIGNPERTY
ENGINEERING DEPARTMENT �` N sv. %. ���"
Y _ F • ;cS �i FL-PLT-01
DRAWINGS ARE FOR A DETAILS
Storage BuRd1II & GarB e$ Date: 1/2/15 BUILDING TO BE SUPPLIED
g g Site Addr ss: AND BUILT BY TUFF SHED. P ICHARD J. WILLS, P.E. = *; o. 6835 ; * REV. LEVEL 01
—
Checked By: ANY OTHER USE 1777 S. HARRISON STREET TAT OF
SHEET /�
FORBIDDEN BY BOTH TUFF ' •••Q FB(`i, 6111 EDITION (2017) J
Building Size: „_ N&T„_„EIGH-s".F.nNen Date: SHED AND THE ENGINEER OF DENVER COLORADO 80210 A : E
)� RECORD (303) 753-8833 EXT. 96315 ii90'• P 155C
Scale: N.T.S. o R i a .:e SHEET 3 OF 3