1142 Hibiscus St Permit ACC17-0055 dwgsNOTES: UNINHABITED UTILITY SHE'D UP TO 12' WIDE x UP TO 24' LONG
1. BUILDING CODE`.
FLORIDA BUILDING CODE, 5th EDITION (2014) SR600, TR700, PR
BUILDINGS ARE NOT FOR HIGH -VELOCITY HURRICANE ZONE (HVHZ)
2. DESIGN LOADING: OVERHANG OPTIONS REFER TO THE TRUSS DESIGN FOR
WIND SPEED (T1609.3.1): V„it = 155 LUMBER SIZE, TRUSS SPACING
VaSd = 120 AND PLATE SIZE TOE NAIL WITH (3)
EXPOSURE: C COLLAR TIE REQUIRED ONLY AT 16d NAILS, (2) ONE
ROOF LIVE LOAD: 20 PSF SIDE, (1) OTHER
ROOF DEAD LOAD: 10 PSF 12' WIDE SHEDS, SEE TRUSS CALCULATIONS SIDE
FLOOR LIVE LOAD: MIN. 50 PSF (SEE NOTE 5, DETAIL 1, SHEET 3) 12 FLORIDA APPROVED OWENS RAFTER
I CORNING OAKRIDGE 30 YEAR
IMPORTANCE FACTOR: (Iv,,): 1_0--
RISK CATEGORY: 1 J 4 SHINGLES - FL10674-R10 °
COMPONENT AND CLADDING: ROOF: 29 PSF (ZONE 1) -OR-
WIND PRESSURE (ps17 (ASD VALUES) 59 PSF (ZONE 2,3) FLORIDA APPROVED THOMPSON
(BASED ON 10 SQ FT) WALL: 34 PSF (ZONE 4) ARCHITECTURAL METALS CO.
42 PSF (ZONE 5) X METAL ROOFING FL5218-R2
INTERNAL WIND PRESSURE COEFFICIENT: +0.18 ¢ _ SINSIDE T EACH
PLATE ON
� � � SEE THE TRUSS INSIDE AT EACH RAFTER
(ENCLOSED BUILDING) -0.18 2 w CONNECTION
' `� _ DETAIL --DETAIL 2 WALL TOP PLATES
FLORIDA BUILDING APPROVAL NUMBERS— J
1. WINDOWS BY TAFCO CORP - FLORIDA BUILDING APPROVAL Fo Q WALL FRAMING TO BE
#FL20743.1. 3:2x4 SPF #2 OR BETTER SIDING
2. LP SMARTSIDE SIDING - FLORIDA BUILDING APPROVAL #FL9190.6-R4. SEE SHEET 3 FOR STEEL AWITH 16" O.C.
3. SHINGLES BY OWENS CORNING - FLORIDA BUILDING APPROVAL ANCHOR DETAIL OR FOUNDATION DETAIL @ IF BUILDING IS LOCATED STUDS
#FL10674.1-R12. IN A FLOOD ZONE THEN
4. ROOF UNDERLAYMENT BY WOODLAND INDUSTRIES INC. - UP TO 12' WIDE FLOOD VENTS AND PRESSURE
FLORIDA BUILDING APPROVAL #FL17206.2-R3. Co TREATED STUDS ARE REQUIRED TRUSS TO WALL
5. THOMPSON ARCHITECTURAL METALS CO. METAL ROOFING - ONE SQ INCH VENT CONNECTION DETAIL
FLORIDA BUILDING APPROVAL #FL5218.1-R2. O BUILDING SECTION FOR EVERY ONE SQ FT SCALE: N.T.S.
6. INNOVATIONS MANUFACTURING, INC. TRANSOM WINDOWS - SCALE: N.T.S. OF BUILDING
FLORIDA BUILDING APPROVAL #FL17667.1.
7. FLOOD SOLUTIONS, LLC FLOOD VENTS (IF REQ'D)-
FLORIDA BUILDING APPROVAL #FL17588.1.
DOUBLE TOP PLATE KING STUD CRIPPLE STUD
HEADER NAILING: CRIPPLESIF REQ. DOUBLE TOP PLATE
HEADER TO STUD - 4-16d END NAIL DOUBLED HEADER CRIPPLES(IF
- 16d @ 16" STAGGERED FACE NAIL HEADERS FOR CRIPPLES (1F REQ.)
NAILING: OPERIINGS UP TO 4'-0" HEADERS FOR
USE (2) 2x4 SPF #2 OPENINGS UP TO 4'-0"
REFER TO SHEET 2 FOR WALL AND ROOF SHEATHING NAILING. USE (2) 2x4 SPF #2OPENINGS 4'-1" TO 6'-0"
- USE (2) 2x6 SPF #2
MAX WALL HEIGHT FOR EACH SHED: OPENINGS 6-1'" TO 8'-0"
SR600 - 5'-8 1/4" (68 1/4") 2x4 WINDOW SILL USE (2) 2x8 SPF #2
FLOOR' DECKING ING STUD
TR700 - 6'-8 1/4" (80 1/4") TRIMMER HEADERS FOR: TRIMMER STUD
PR - 6'-4 1/2" (76 1/2") BASE PLATE BASE PLATE OPENINGS IJP TO 6'-0" USE (2) 2x4 SPF #2
KING STUD FLOOR DECKING OPENINGS 6'-1" TO 8'-0" USE (2) 2X6 SPF #2
FOR OPENING'S FL TO D REFER TO THE DOOR DETAIL (SHEET 2) FOR
FOR WINDOW OPENINGS UP TO 4'-0" THE DOOR DESIGN
WINDOW HEADER DETAIL O DOOR HEADER D T HEADER DETAIL FOR
3 FOR SIDE WALLS 38 FOR SIDE WAL S 4 END WALLS
SCALE: N.TS. SCALE: N.T.S. SCALE: N.T.S.
Order #. P.O. # THESE DRAWINGS AND THE �1 � TITLE DRAWING NO.
DESIGN ARE THE PROPERTY TUFF SHED, INC. �® �, �� �t®��®
TUFF SHEDCustomer: Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT �®• C N S ®, sem® FL -PR -SR -TR -01
DRAWINGS ARE FOR A ` F BUILDING SECTIONS
Storage Buildings & Garages Date: 8/15/16 BUILDING TO BE SUPPLIED RICHARD J. WILLS, P.E.
Site Address: AND BUILT BY TUFF SHED. 0 76835 ®'s HEADER FRAMING DETAILS REV. LEVEL 01
6TUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE IS a
1777 S. HARRISON STREET FBC, 5th EDITION 2 SHEET
8524 EAST COLONIAL DRIVE FORBIDDEN BY BOTH TUFF j (014)
ORLANDO, FL 32817 Date: SHED AND THE ENGINEER OF DENVER, COLORADO 80210
Building SIZE:w{oTH-LENCTH-NEicNT-sQ.Fr.AaEA�-�„ ,.'•
(888)788 -TUFF RECORD (303) 753-8833 EXT. 5618 � STATE of 155C
STORE 520 Scale: N.T.S. i� ; o q • �+ PAGE 1 OF 4
0 SINGLE DOOR ASSEMBLY
TOP VIEW
SCALE: N.T.S.
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.
%LADLE PER
INS RUCTIONS. USE #8 x 2-1/4"
SQ ARE DRIVE WOOD SCREWS.
A ACH STRIKE PLATE WITH (3)
#8 2" SQUARE DRIVE WOOD
DBDOUBLE DOOR ASSEMBLY
TOP VIEW
SCALE: 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
RE -DRILLED HOLE IN THE
FLOOR DECKING.
DOOR THRESHOLD
4DOUBLE DOOR ASSEMBLY
2 SIDE VIEW 4)
SCALE: N.TS.
DOORS:
STANDARD DOOR CONSTRUCTION FOR TUFF SHED DOORS
UP TO 48" x 80 1/4" ON SINGLE HUNG DOORS AND 96" x 801/4"
ON DOUBLE DOORS EXCEED ALL LOAD REQUIREMENTS FOR
THE LOAD CRITERIA ON SHEET 1.
TUFF SHEDCustomer:
Order #.
Storage Buildings & Garages
site Address:
TUFF SHED, MFG. FACILITIES
8'
MAX.
8524 EAST COLONIAL DRIVE
ORLANDO, FL 32817
(888) 788 -TUFF
Building Size:WIDTH-LENGTH -
STORE 520
10'-24'
EXTERIOR DOOR SHEATHING
3/8 SMART SIDE NAILING REQUIREMENTS
USE THESE NAILING TABLES FOR THE SR600, TR700 AND PR DRAWINGS
SIDE WALL EDGE NAILING REQUIREMENTS
END WALL EDGE NAILING REQUIREMENTS
MARK
UP TO 12'
4'
8'
MAX.
8d NAILS a 6" O.C.
MARK
4'
10'
10'-24'
8d NAILS @ 6" O.C.
UP TO 12'
WALLS
END
SIDE
8d NAILS @ 4" O.C.
COMB.
MIN TOTAL
WALLS
END
SIDE
UP TO 12'
MAX.
MIN TOTAL
BEING
WALL
WALL
5'
OPENING
COMBINED
BEING
WALL
WALL
8'
COMB.
COMBINED
USED
WIDTH
LENGTH
EDGE NAILING
(NOTE 2)
SHEAR WALL
USED
WIDTH
LENGTH
EDGE NAILING
OPENING
SHEAR WALL
NO OPENINGS ALONG THE WALL
6' 6'-24' 8d NAILS @ 6" O.C.
8' 8'-24' 8d NAILS @ 6" O.C.
10' 10'-24' 8d NAILS @ 6" O.C.
12' 12'-24' 8d NAILS @ 6" O.C.
■ MIN 2'-0" RTN WALLS ON EACH END OF WALL -
0' 6-24'
0' 8'-24'
0' 10'-24'
0. 12'-24'
■ MIN 2'-0" WALL SEGMENT
6'
6-24'
8d NAILS a 6" O.C.
UP TO 12'
4'
8'
8'-24'
8d NAILS a 6" O.C.
UP TO 12'
4'
10'
10'-24'
8d NAILS @ 6" O.C.
UP TO 12'
5'
10'
10'-24'
8d NAILS @ 4" O.C.
UP TO 12
4'
12'
12'-24'
8d NAILS @ 6" O.C.
UP TO 12'
T
12'
1 12'-24'
18d NAILS @ 4" O.C.
I UP TO 12'
5'
12'
1 12'-24'
18d NAILS @ 3" O.C.
I UP TO 12'
4'
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 DOORIDOOR
PANEL, FILL EVERY
HOLE IN HINGE WITH A
#8x 2-1/4" SQUARE
DRIVE WOOD SCREW.
N.T.S.
ROOF SHEATHING (7/16" OSB)
NOTES:
P.O. #
WIDTH
LENGTH
FIELD NAILING
EDGE NAILING
6'
6'-18'
8d NAILS @ 12" O.0
8d NAILS @ 4" O.C.
8'
8'-24'
8d NAILS a@ 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
"O.C.
8d NAILS @ 4"07C71-
NOTES:
1. USE 8d COMMON OR GALVANIZED BOX NAILS.
TABLE NOTES:
1. NAILING IS FOR 318" SMARTSIDE PANEL OR 3/8" SMARTSIDE
WITH FOIL BACKER,
2. NO SINGLE OPENING GREATER THAN 8'-0"
3. * V WIDE X 6'-9' LENGTH BUILDINGS ARE BASED ON 3 -SIDED
DIAPHRAGM. THE END WALL OPPOSITE OF THE OPENING MUST
BE FULLY SHEATHED, IN THE 3 -SIDED DIAPHRAGM CASES. THE
END WALL WITH THE OPENING DOES NOT HAVE A MIN. RETURN
WALL ON EACH SIDE OF THE OPENING.
4. USE COMMON OR GALVANIZED BOX NAILS.
5. FIELD NAILING FOR 3/8" SMARTSIDE: 8d @ 12" O.C.
6. ON THESE BUILDINGS 6'X 10'-18' THE 3' DOOR IN THE END WALL
WILL NEED TO BE OFF SET. THERE WILL BE A 2' PANEL ON ONE
SIDE AND A 1' PANEL ON THE OTHER SIDE OF THE DOOR.
7. (BS) - DESIGNATES WALLS THAT NEED TO BE SHEATHED ON
BOTH SIDES.
ALONG THE WALL
6' 18d NAILS (a 6"0.
8'-9'
10'-12'
14'-18'
20'-24'
8'-16'
18'-24'
10'-20'
22'-24'
12'-22'
24'
MM
M
8d NAILS
8d NAILS
8d NAILS
@ 6" O.C.
@ 4" O.C.
@ 3" O.C.
@ 6" O.C.
@ 4" O.C.
@ 6" O.C.
@ 4" O.C.
@ 6" O.C.
(a? 4" O.C.
■ MIN 2'-0" RTN WALLS ON EACH END OF WALL- ■MIN' 2'-0" WALL SEGMENT
6'
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.
Drawn By: PK
SEE NOTE 3
Date: 8/15/16
10'-12'
Checked By:
3'
Date:
SQ. FT. AREA
Scale: N.T.S.
ALONG THE WALL
6' 18d NAILS (a 6"0.
8'-9'
10'-12'
14'-18'
20'-24'
8'-16'
18'-24'
10'-20'
22'-24'
12'-22'
24'
MM
M
8d NAILS
8d NAILS
8d NAILS
@ 6" O.C.
@ 4" O.C.
@ 3" O.C.
@ 6" O.C.
@ 4" O.C.
@ 6" O.C.
@ 4" O.C.
@ 6" O.C.
(a? 4" O.C.
■ MIN 2'-0" RTN WALLS ON EACH END OF WALL- ■MIN' 2'-0" WALL SEGMENT
6'
6'-g,
8d NAILS @ 6" O.C.
3'
SEE NOTE 3
6'
10'-12'
8d NAILS @ 3" O.C. (BS)
3'
2' RE: NOTE 6
8'
8'-10'
8d NAILS 6" O.C.
3'
5'
6
12'-14'
8d NAILS 4" O.C.
3'
5'
8'
16-20'
8d NAILS @ 3" O.C.
3'
S'
8'
8'
18d NAILS @ 6" O.C.
4'
4�
8'
10'-12'
8d NAILS @ 4"O.C.
4'
4'
8'
14'-16'
8d NAILS @ 3" O.C.
4'
4'
10'
10'-14'
8d NAILS 6" O.C.
3'
7'
10'
16-20'
8d NAILS @ 4" O.C.
3'
T
10'
22'-24'
18d NAILS @ 3" O.C.
3'
7'
10'
10'-12'
8d NAILS @ 6" O.C.
4'
6'
10'
14'-18'
8d NAILS @ 4" O.C.
4'
6'
10'
20'-22'
8d NAILS 0 3" O.C.
4'
6'
10'
10'-12'
8d NAILS A 4" O.C.
6'
4'
10'
14'
8d NAILS 3" O.C.
6'
4'
12'
12'-14'
8d NAILS @ 6" .C.
4'
8'
12'
16'-22'
8d NAIL 4"
4'
8'
12'
24'
8d NAIL 3" O.C.
4'
8'
12'
12'-16'
6'
6'
12'
1 -22'
6'
6'
12'
'-14'
1 8d NAILS8'
4'
TUFF SHED, INC.
,tt /®7
TITLE
DRAWING NO.
ENGINEERING DEPARTMENT
,�� ®�m�����
�� ° ` c ®,
`�� SF'• �'
DOOR DETAILS
FL -PR -SR -TR -01
REV. LEVEL 01
RICHARD J. WILLS, P.E.
• 76835 ®_
NAILING REQUIREMENTS
1777 S. HARRISON STREET
= °
FBC, 5th EDITION (2014)
SHEET
DENVER, COLORADO 80210
(303) 753-8833 EXT. 5618
% °= ST TE OF �"
�f/ ®=°.
155C
PAGE 2 OF 4
'< - ci P .:<rP _moi +t
#12-14 X 3" HEX HEAD r
SELF -DRILLING SCREWS r
3/4" APA OR TECO RATED
T&G FLOOR DECKING.
2X6 STEEL JOISTS
@ 24" OC
• r -
r-
#10 X 3/4" PAN r r
HEAD SELF -DRILLING®. r
SCREWS (2 PER TAB)
VENT HOLES @ 24" OC.
OPTIONAL LEVELING BLOCKS
2X6 STEEL TRACK EACH END
i
BASE PLATE SCREW SPACING
WIDTH SPACING
6'-12' 8" O.C. f
STEEL SHED BASE DETAIL
SCALE: N.T.S.
SIDdNGSTUD
��\
'
LENGTH
TRIM
6'
6-10'
6
6'
3/8" N
3/8" CARRIAGE
8'
LOCK
BOLT (GRADE 2)
8'
16-20'
8
z
E
10
10'
10'-16'
OT17SWB
�r
18'-24
-OR-
12'
12'-18'
OT24SWB
12'
20'-24'8
6"
o
MIN
1/2" HILTI KWIK BOLT TZ
STAINLESS STEEL 304
EMBEDMENT DEPTH = 21/4"
;
MIN. EDGE DISTANCE = 6"
I
ANCHOR SPACING: RE: KWIK
4" CO
BOLT ANCHORS TABLE, SHEET 3
PAD (I
OSIDEWALL BRACKET DETAI
SCALE: N.T.S.
1. STEEL SHED FOUNDATION:
60OT125-054 - 16 GAUGE STEEL TRACKS G140 ZINC COATED
60OS137-054 - 16 GAUGE STEEL JOISTS G140 ZINC COATED
@ 24" O.C.
(SUPPLIER: ALLIED STUDCO (JOIST: 60OS137-054 / TRACK:
60OT125-054) 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.
=PLATE
FLOOR PLY
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'
20'-24'8
20
-V
-
TRIM
LENGTH
# OF ANCHORS
SIDING
2X4X2'
4 ANCHORS
8'
BLOCK
4 ANCHORS
10'
10'-24'
4 ANCHORS
ATTACH BRACKET TO
12'-24'
4 ANCHORS
STUD THRU HOLE IN
ANCHORS EQUALLY SPACED ALONG THE
V
_
ANCHOR PLATE WITH
z
REMAINING ANCHORS ON EA. LENGTH
3/8"0 x 4" CARRIAGE
SIDE EQUALLY SPACED).
BOLT AND LOCKNUT
v
CORNER STUD
0
co
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
J
W
a
STUD
SIDING
END WALL TRIM
AUGER ANCHORS
-
WIDTH
LENGTH
# OF ANCHORS
6'
6'-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
SCALE. N.T.S.
13/4
U >- FINISH
iol ~ GRADE
3" CLR.
TYP.
8"
MIN.
FOUNDATI
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 W1AxW1.4 . LOCATE AT MID -DEPTH OF SLAB.
-OR-
#4 CONTINUOUS 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 42" BELOW GRADE.
4. CONCRETE: MINIMUM 28 DAY COMPRESSIVE STRENGTH, Pc = 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. SEISMIC DESIGN CATEGORY: A
A. ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING
SLAB 1/2" DIA X 8" LONG SIMPSON TITEN HD ANCHOR WITH WASHERS.
B. EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST 5" INTO THE
REI'NFO EMENT CONCRETE AND SHALL BE SPACED NOT MORE THAN 60C.
PER NO S 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
DIAMETERS FROM EACH END OF EACH PIECE.
THIAKE D SLAB
Order #. P.O. # THESE DRAWINGS AND THE
TUFF SHED, INC. !! ®®�� TITLE DRAWING NO.
DESIGN ARE THE PROPERTY `�
TUFF SHED Customer: Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT ° �` 'C� FL -PR -SR -TR -01
DRAWINGS ARE FORA DETAILS
Stora e Buildin S & Gara eS Date: 8/15/16 BUILDING TO BE SUPPLIED RICHARD J. WILLS, P.E.
g g g Site Address: AND BUILT BY TUFF SHED. _" • �6ti35 =.. REV. LEVEL 01
TUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE IS • °
1777 S. HARRISON STREET s e a%� FBC, 5th EDITION 2014 SHEET
8524 EAST COLONIAL DRIVE FORBIDDEN BY BOTH TUFF .r � .. ( )
ORLANDO, FL 32517 Date: SHED AND THE ENGINEER OF DENVER, COLORADO 80210 .p t
Bullding SIze:WIDTH-LENGTH-HEIGHT-SQ.fT. EA r 4
(asS}75s-TUFF RECORD (303) 753-8833 EXT. 5618 �.'� : ,� ATS 0 155C
STORE 520 Scale: N.T.S. :oma , " {o PAGE 3 OFR 102-
4
d"I'lll n-111�1!!!�
-
z
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
V
_
LENGTH OF THE BUILDING. (1/2 THE
co
REMAINING ANCHORS ON EA. LENGTH
SIDE EQUALLY SPACED).
OCON{
SCALE: N.T.S.
3" CLR.
TYP.
8"
MIN.
FOUNDATI
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 W1AxW1.4 . LOCATE AT MID -DEPTH OF SLAB.
-OR-
#4 CONTINUOUS 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 42" BELOW GRADE.
4. CONCRETE: MINIMUM 28 DAY COMPRESSIVE STRENGTH, Pc = 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. SEISMIC DESIGN CATEGORY: A
A. ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING
SLAB 1/2" DIA X 8" LONG SIMPSON TITEN HD ANCHOR WITH WASHERS.
B. EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST 5" INTO THE
REI'NFO EMENT CONCRETE AND SHALL BE SPACED NOT MORE THAN 60C.
PER NO S 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
DIAMETERS FROM EACH END OF EACH PIECE.
THIAKE D SLAB
Order #. P.O. # THESE DRAWINGS AND THE
TUFF SHED, INC. !! ®®�� TITLE DRAWING NO.
DESIGN ARE THE PROPERTY `�
TUFF SHED Customer: Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT ° �` 'C� FL -PR -SR -TR -01
DRAWINGS ARE FORA DETAILS
Stora e Buildin S & Gara eS Date: 8/15/16 BUILDING TO BE SUPPLIED RICHARD J. WILLS, P.E.
g g g Site Address: AND BUILT BY TUFF SHED. _" • �6ti35 =.. REV. LEVEL 01
TUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE IS • °
1777 S. HARRISON STREET s e a%� FBC, 5th EDITION 2014 SHEET
8524 EAST COLONIAL DRIVE FORBIDDEN BY BOTH TUFF .r � .. ( )
ORLANDO, FL 32517 Date: SHED AND THE ENGINEER OF DENVER, COLORADO 80210 .p t
Bullding SIze:WIDTH-LENGTH-HEIGHT-SQ.fT. EA r 4
(asS}75s-TUFF RECORD (303) 753-8833 EXT. 5618 �.'� : ,� ATS 0 155C
STORE 520 Scale: N.T.S. :oma , " {o PAGE 3 OFR 102-
4
d"I'lll n-111�1!!!�
0
wn '1n QLATES
SIDE
00
0
N
N
r 5'-0�
18.0°
0 10'-0"
LO
N
— 3X4 20 GA PLATES
1 EACH SIDE
S 6' SPAN
REACTIONS:
12 MAX. VERTICAL: 205 LBS.
a MAX. UPLIFT: -160 LBS.
3X4 20 GA PLATES
00
3X4 20 PLATES c`o 1 EACH SIDE
��'n 1 EACH SIDE 6'-0"
M 4'-0" — I 3
6;
11/16„
4'_2 1/2" 12
12 Q a
�a
07
3X6 20 GA
PLATES
1 EACH SIDE
00 8'-0" LO
00
Ln N 6,-0„
N
12'-0"
DESIGN LOADS:
TOP CHORD LIVE LOAD = 20 PSF
TOP CHORD DEAD LOAD = 10 PSF
COLLAR TIE DEAD LOAD= 5 PSF
NOTES:
FBC, 5th EDITION (2014)
ANSI/TPI 1-2007
TRUSSES TO BE SPACED @ 24" OC
MATERIAL TO BE 2X4 SOUTHERN PINE GRADE #2 OR
PLATES ARE TO BE PRESSED IN THE WOOD PER TPI.
REP MEMBER INCREASE: YES
LUMBER D.O.L.: 1.25
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 12FT UNLESS CEILING JOIST OR OTHER
TENSION TIE IS PROVIDED.
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.
MAXI'MU'M DEFLECTION (12 FT. SPAN)
VERT LL: 0.06 in.
VERT TL` 0.08 in.
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.
WIND: I
ASCE 7-10,155 mph, Exposure C, D.O.L.=1.60
PLATES ARE MANUFACTURED BY EAGLE METAL PRODUCTS ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING THIS TRUSS ARE TO DO SO N
ICC -ES #ESR -1082. ACCORDANCE TO THE RECOMMENDATIONS OF THE LATEST VERSION OF THE BCSI. ��,\,t I,I sl,
Order #. P.O. # THESE DRAWINGS AND THE y • M S �'•.� `ter TITLE DRAWING NO.
TUFF DESIGN ARE THE PROPERTY TUFF SHED, INC. •: ° ®.Ci
Customer: Drawn By: PK of TUFF SHED, INC. THESE ENGINEERING DEPARTMENT � � ¢ X35 FL -PR -SR -TR -01
DRAWINGS ARE FOR A TRUSS DETAILS
Storage Buildings & Garages Date: 8/15/16 BUILDING TO BE SUPPLIED RICHARD J. WILLS, P.E.
Site Address: AND BUILT BY TUFF SHED. = REV. LEVEL 01
TUFF SHED, MFG. FACILITIES 11Checked By: ANY OTHER USE IS
8524 EAST COLONIAL DRivE FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET rqr of ®• \ FBC, 5th EDITION (2014) SHEET
ORLANDO,
(888) 88 -TUFF'? BUFIdIngSIZe:WITH-LENGTH-HEIGHT-SQ.FT. Eq Date: RSHED ECORDDTHEENGINEEROF DENVER,303) C COLORADO 60810 %,®p`S/p®Bi�G��{�®®`® 155C `j•
STORE520 Scale: N.T.S. ✓idea, NAL c ..®,®®�`. PAGE 4 OF 4