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NOTES: BY St Lucie CountyUNINHABITED UTI L
1 BUILDING CODE:
FLORIDA BUILDING CODE, 6th EDITION (2017)
%gm— mv
2. DESIGN LOADING:
ST. LUCIE COUNTY BUILDING DMSION OVERHANG OPTIONS
RISK CATEGORY: I
REVIEWED FOR COMP NICE
WIND SPEED:. V„ n = 16*
REVIEWED BY
VaS = 128
DATE
EXPOSURE: C
PLANS AND PER MUST BE KEPT ON JOB
SITE OR NO INSPECTIONS) WILL BE MADE
ROOF LIVE LOAD: 20 PSF
ROOF DEAD LOAD: 10 PSF
FLOOR LIVE LOAD: MIN. 50 PSF (SEE NOTE 5, DETAIL 1, SHEET 3)
COMPONENT AND CLADDING: ROOF: 33 PSF (ZONE 1)
WIND PRESSURE (psi) (ASD VALUES) 57 PSF (ZONE 2)
(BASED ON 10 SQ FT) 84 PSF (ZONE 3)
WALL: 39 PSF (ZONE 4)
48 PSF (ZONE 5)
INTERNAL WIND PRESSURE COEFFICIENT: 10.18
(ENCLOSED BUILDING)
FLORIDA BUILDING APPROVAL NUMBERS-
1. WINDOWS BY PGT INDUSTRIES, INC - FLORIDA BUILDING
APPROVAL #FL242.9-R22, NOA #17-0411.09
2. LP SMARTSIDE SIDING - FLORIDA BUILDING APPRO AL #FL9;1i90?6-R5-
3. SHINGLES BY OWENS CORNING - FLORIDA BUILDING APPROVAL
#FL10674.1-R13, NOA #12-1204.03 AND N • #15-1102.
4. STARTER STRIP PLUS SHINGLE BY OWENS CORNING - NO
#16-0824.01.
5. ROOF UNDERLAYMENT BY GARDNER ASPHALT CORPORATION -
OA #17-U42'7.1'0
6. INNO ATIONS MANU CTURING, INC. TRANSOM WINDOWS -
FLORIDA BUILDING APPROVAL #FL17667.1-R1.
7. SMART VENT PRODUCTS, INC - FLORIDA BUILDING APPROVAL
#F1 5822 1-R5
0
w
a� �
.00 J
Z
SHED UP TO 12' WIDE x UP TO 24' LONG
SR600, TR700, PR
REFER TO PAGE 4 FOR TRUSS DESIGN,
If/1-LUMBER SIZE, TRUSS SPACING
AND PLATE SIZE
COLLAR TIE REQUIRED ONLY AT
12' WIDE SHEDS, SEE TRUSS CALCULATIONS,
SHEET 4
12 FLORIDA APPROVED OWENS
CORNING OAKRIDGE 30 YEAR
Q 4 SHINGLES - FL10674-R10,
NOA #12-1204.03 AND
NOA #15-1102.03
SEE SHEET 3 FOR STEEL FLOOR WITH
ANCHOR DETAIL OR FOUND& ON DETAIL
UP TO 12' WIDE ,
f' —1
OBUILDING SECTION
SCALE - N.T.S.
8. TUFF SHED, INC DOORS - FLORIDA BUILDING APPROVAL MESS PUNS AND All, MOPED V70RK
9. SIMPSON H2.5A HURRICANE TIE - FLORIDA BUILDING APPROVALR
N IIY OM
,01 TO
C 1rLY�h'ITH L;,LCODES.
HEADER NAILING:
HEADER TO STUD - 4-16d END NAIL DOUBLED HEADER
-16d @ 16" STAGGERED FACE NAIL
NAILING:
REFER TO SHEET 2 FOR WALL AND ROOF SHEATHING NAILING.
MAX WALL HEIGHT FOR EACH SHED:
SR600 - 5'-8 1/4" (68 1/4")
TR700 - 6'-8 1 /4" (80 114")
PR - 6'-4 1/2" (76 1/2') �F
krde?) M n
TUFFSHEDStorage Buildings & GaragesUFF SHED, MFG. FACILITIES
e:WIDTH-LENGTH-HEIGHT-SQ.
CI I All )A-,(
CONCEALED FASTENERS OR ATTACHMI
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
ir ..01IFtY
P.O. # _
Drawn By: "Pk-;
Date: 8/15/16
Qhecked By:
Date:
Scale: N.T.S.
DOUBLE TOP PLATE
CRIPPLES (IF REQ.)
i
HEADERS FOR
OPENINGS UP TO T-0"
USE (2) 2x4 SPF #2
i
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 -
ONE SQ INCH VENT
FOR -;EVERY ONE SQ FT
OF BUILDING
Au 2x4 WINDOW SILL
FLOOR DECKING
BASE PLATE
KING STUD
FOR WINDOW OPENINGS UP TO T-0" FOR O
WINDOW HEF,DER DETAIL D
FOR SIDE WALLS 36 FO
SCALE N.T.S. SCALE:
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 SITED, INC.
ENGIlUMMG DEPARTMENT
RICHARD J. WILLS, P.E.
RWU,LS@TUFFSIIED.COM
1777 S. HARRISON STREET
DENVER, COLORADO 80210
(303) 753-8833 EXT. 96315
RAFTER
SIMPSON H2.5A PL
INSIDE AT EACH I
DOUBLE TOP PLATE
CRIPPLES (IF REQ.)
WALL TOP
OTRUSS TO WALL
CONNECTION DETAIL
SCALE N.T.S.
OPENINGS UP TO 4'-0"
U.
E 2) 2x4 SPF #2
0
E INGS 4'-1" TO 6'-0"
( SPF
d
ENINGS 6' O 8'-0"
E (2) 2x8 SPF #2
STUD
- FA'RE PLATE
ODECKING
G P 0 8'-0"
H R DETAIL
�`` •�c• NSFCCS''':
No. 76835
TAT OF
KING STUD
TOE NAIL WITH (3)
'od NAILS, (2) ONE
;IDE, (1) OTHER
;IDE
CRIPPLE STUD
T
HEADERS FOR: RIMMER STUD
OPENINGS UP TO T-0" USE 2 2x4 SPF #2
OPENINGS T-1" TO 8'-0" USE ()2) 2X6 SPF #2
REFER TO THE DOOR DETAIL (SHEET 2) FOR
THE DOOR DESIGN
4 BALLOON FRAMED END WALL AND
HEADER DETAIL FOR END WALLS
SCALE N.T.S.
TITLE DRAWING NO.
FL -PR -SR TR-01
BUILDING SECTIONS
HEADER FRAMING DETAILS REV. LEVEL 01
FBC, 6tfi EDITION (2017) I SHEET 1
165C PAGE 1 OF 4
uun
SINGLE DOOR ASSEMBLY
TOP VIEW
SCALE N.T.S.
BOLT LATCH ON FIXED DOOR FORDOUBLE UL)L)K
—�
ATTACH(1) BOLT LATCH AT THE TOP AND
VIXF THE
D DOOR. TT CHLT LATCH AT EEAC BOLTBOTTOM OLA CH
ASSEMBLY WITH (4) #8 x 2-1/4" SQUARE
DRIVE WOOD SCREWS.
DOOR HANDLE AND STRIKE
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
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
INSTALL DOOR HANDLE PER
NO OPENINGS ALONG THE WALL
MANUFACTURER'S
INSTRUCTIONS. USE #8 x 2-1/4"
6' 6'-24' 8d NAILS @ 6" O.C.
0'
6'-24'
SQUARE DRIVE WOOD SCREWS.
8' 8'_24' 8d NAILS @ 6" O.C.
0'
8'-24'
ATTACH STRIKE PLATE WITH (3)
10, 10'-24' 8d NAILS @ 6" O.C.
0'
10'-24'
#8 x 2" SQUARE DRIVE WOOD
12' 12'-24' 8d NAILS @ 6" O.C.
0'
12'-24'
SCREWS.
■ MIN 2'-0" RTN WALLS ON EACH END OF WALL-
■ MIN 2'-0" WALL SEGMENT
DOUBLE DOOR ASSEMBLY
B TOP VIEW
SCALE: N.T.S.
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
DOOR THRESHOLD
6'
6'-24'
8d NAILS 6" O.C.
UP TO 12'
4'
8'
8'-24'
8d NAILS 6" O.C.
UP TO 12'
5'
8'
8'-24'
8d NAILS 4" O.C.
UP TO 12'
4'
10,
10'-24'
8d NAILS @ 6" O.C.
UP TO 12'
6'
10'
1U-24'
8d NAILS @ 4" O.C.
UP TO 12'
1 4'
12'
12'-24'
8d NAILS @ 6" O.C.
UP TO 12'
1 8'
12'
12'-24'
8d NAILS @ 4" O.C.
UP TO 12'
5'
12'
12'-24'
8d NAILS @ 3" O.C.
UP TO 12'
4'
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
ER DOORIDOOR
PANEL. FILL EVERY
#8 x 2-1/4" SQUARE
DRIVE WOOD SCREW.
ODOUBLE DOOR ASSEMBLY HINGE ASSEMBLY
SIDE VIEW O FRONT VIEW
SCALE N.T.S. SCALE: N.T.S.
DOORS:
STANDARD DOOR CONSTRUCTION FOR TUFF SHED DOORS
UP TO 48" x 80 1/4" ON SINGLE HUNG DOORS AND W' x 801/4"
ON DOUBLE DOORS EXCEED ALL LOAD REQUIREMENTS FOR
THE LOAD CRITERIA ON SHEET 1.
ROOF SHEATHING
(7/16" OSB)
WIDTH
LENGTH
FIELD NAILING
EDGE NAILING
6'
6'-18'
8d NAILS @ 6" O.C.
8d NAILS @ 4" O.C.
8'
8'-24'
8d NAILS @ 6" O.C.
8d NAILS @ 4" O.C.
10,
10'-24'
8d NAILS @ 6" O.C.
8d NAILS @ 4" O.C.
12'
12'-24'
8d NAILS @ 6" O.C:
8d NAILS @ 4" O.C.
NOTES:
1. USE 2 3/8" x 0.113 GALVANIZED RING SHANK NAILS.
TABLE NOTES:
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', *8' WIDE X 8'-12', *10' WIDE X 10'-15' LENGTH
BUILDINGS ARE BASED ON 3-SIDED DIAPHRAGM. THE END WALL
OPPOSITE OF THE WALL WITH OPENINGS MUST BE FULLY
SHEATHED WITH NO OPENINGS.
4. USE COMMON OR GALVANIZED BOX NAILS.
5. FIELD NAILING FOR 3/8" SMARTSIDE: 8d @ 6" O.C.
6. ON THESE BUILDINGS V X 10'-18' THE T DOOR IN THE END
WALL WILL NEED TO BE OFF SET. THERE WILL BE A 2' PANEL OIS
ONE SIDE AND A 1' PANEL ON THE OTHER SIDE OF THE DOOR.
7. (BS) - DESIGNATES WALLS THAT NEED TO BE SHEAT�D ON
BOTH SIDES. I .
NO OPENINGS
ALONG THE WALL
* 6'
6'
8d NAILS @ 4" O.C.
SEE NOTE 3
* 6'
V-9'
8d NAILS @ 3" O.C.
SEE NOTE 3
6'
10'
8d NAILS @ 6" O.C.
0'
6'
6'
12'-14'
8d NAILS @ 4" O.C.
0'
6'
6'
16'-20'
8d NAILS @ 3" O.C.
0'
6'
8'
8'-12'
8d NAILS @ 6" O.C.
0'
8'
8'
14'-20'
8d NAILS @ 4" O.C.
0'
81
8'
22'-24'
8d NAILS @ 3" O.C.
0'
8'
10,
10'-16,
8d NAILS @ 6" O.C.
0'
10,
10,
18'-24'
8d NAILS @ 4" O.C.
0'
10,
12'
12'-18,
8d NAILS @ 6" O.C.
0'
12'
12'
20'-24'
8d NAILS @ 4" O.C.
0'
12'
■ MIN 2'-0" RTN WALLS ON EACH END OF WALL- ■MIN 2'-0" WALL SEGMENT
*6'
'
8d NAILS @ 4" O.C.
3'
SEE NOTE 3
*6'
!_ ,
8d NAILS @ 3" O.C.
3'
SEE NOTE 3
6'
1 ov-1,
8d NAILS @ 3" O.C. (BS)
T
2' RE: NOTE 6
*8'
V-10'
8d NAILS 4" O.C.
3'
SEE NOTE 3
*8'
12'
8d NAILS a 3" O.C.
3'
SEE NOTE 3
8'
8'
8d NAILS 0 6" O.C.
3'
51
8'
10'-12'
8d NAILS 0 4" O.C.
3'
5.
8'
14'-16'
8d NAILS 0 3" O.C.
3'
5'
8'
8'-10'
8d NAILS @ 4" O.C.
4'
4'
8'
12'
8d NAILS @ 3" O.C.
4'
4'
*10'
10'-12'
8d NAILS 0 4" O.C.
3'
SEE NOTE 3
*10'
1 T-15'
8d NAILS 0 3" O.C.
3'
SEE NOTE 3
10,
10'
8d NAILS 0 6" O.C.
3'
7'
--
10'
12' l6'—
_8d_NAILS_ 4"O.C._
_3'
7'
10'
1 18'-22'
8d NAILS @ 3" O.C.
3'
7'
10,
10'
8d NAILS @ 6" O.C.
4
61
10,
12'-14'
8d NAILS 4" O.C.
4'
6'
10,
16'-18'
8d NAILS 3" O.C.
4'
6'
10,
10'
8d NAILS 4" O.C.
6'
'
10,
12'
8d NAILS @ 3" O.C.
6'
4'
12'
12'
8d NAILS @ 6
4'
8'
12'
14'-18'
8d NAILS @ 4
4'
8'
12'
20'-24'
4'
8'
12'
12'-14'
6'
6'
12'
16'-18'
6'
6'
12'
12'
8'
4'
THESE DRAWINGS AND THE
kdea I P.O. # DESIGN ARE THE PROPERTY TUFF SHED, INC. \ `\ \ !l!lI/�7�i/ TITLE DRAWING NO.
TUFF SHED Customer. Drawn By: PK OF TUFF SHED, INC. THESE ENGII�IEERIIJGDEPARTNIENT •�;�/� FL-PR�R TR-PR
DRAWINGS ARE FORA �� ` �`� ENS •••�� �/� DOOR DETAILS
Date: 8/15/16 BUILDING TO BE SUPPLIED '� REV. LEVEL 01
Storage Buildings &Garages RICHARD J. �� P.E. NAILING REQUIREMENTS
S : AND BUILT BY TUFF SHED. No 7UFF SHED, MFG. FACILITIES hecked By: ANY OTHER USE IS RWMLS@TUFFSHED.COM =*� 6835FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET _ FBC. 6th EDITION (2017)SHEET
IZe:WIDTH-LENGTH-HEIGHT-Sp.FT. AREA Date. SHED AND THE ENGINEER OF DENVER, COLORADO 8M10
I III �� Scale: N.T.S. RECORD. (303) 753-8833 EXT. 96315 �O� . nrE F .�'�'� 16 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.
01—STE ED BASEPiD,EfH
SCALE N.T.S.
SIDING
1971,Ti
3/8" CARRIAGE
BOLT (GRADE 2)
OT17SWB
-OR-
OT24SWB
91
1/2" HILTI KWIK BOLT TZ
STAINLESS STEEL 304
EMBEDMENT DEPTH = 2 1/4"
MIN. EDGE DISTANCE = 6"
ANCHOR SPACING: RE: KWIK
BOLT ANCHORS TABLE, SHEET 3
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
Z BASEPLATE
FL-OOR-
O
STEEL SI
BASE
4 CONCRETE
PAD (MIN)
OSIDEWALL BRACKET DETAIL
SCALE: N.T.S.
Order #.
TUFF SHED Custom)
Storage Buildings & Garages Site Adc
TUFF SHED, MFG. FACILITIES
Building
V'w I4
KWIK BOLT ANCHORS
(INTO CONCRETE
RE: DETAIL 3 SH ET 3
WIDTH
LENGTH
QTY
6'
V-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
—1-0'
-22'--24'-
-10-
12'
12'-14'
6
12'
16'-18'
8
12'
20'-22'
1
110
12'
24'
1 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).
P.O. #
Drawn By: PK
Date: 8/15/16
Checked By:
Date:
IHEIGHT-SQ. Fr. AREA
(7- 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
TRIM
SIDING
2X4X2'
BLOCK
ATTACH BRACKET TO
STUD THRU HOLE IN
ANCHOR PLATE WITH
Z
31WO x V CARRIAGE
BOLT AND LOCKNUT
CORNER STUD
_U FINISH 1
co GRADE — - --
co
UiL
M
CONS.
3" CLR.
TYP
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
w
0
291 `STUD
SIDING
AUGER ANCHORS
WIDTH
LENGTH
# OF ANCHORS
6'
V-18'
4 ANCHORS
8'
8'-24'
4 ANCHORS
10,
10'-24'
4 ANCHORS
12'
12'-18'
4 ANCHORS
12'
20'-24'
6 ANCHORS
4-ANCHORS PROVIDE (1) AT EA.
TRIM CORNER OF THE BUILDING.
c-\� END WALL 6-ANCHORS PROVIDE (1) AT EA.
CORNER OF THE BUILDING AND
(1) AT CENTER OF EA. SIDE WALL.
ANCHOR BRACKET
TO BE FLUSH WITH
WE"NCHO , Ifl ENW. EDGE OF TRIM
'SCALE N.T.S
UNHEATED SPACE
I MII
ETE FOUNDA
TUFF SHED, INC.
ENGINEERING DEPARTMENT
RICHARD J. WILLS, P.E.
RWMLS@TUFFSHED.COM
1777 S. HARRISON STREET
DENVER, COLORADO 80210
(303) 753-8833 EXT. 96315
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 WI AXW1 A. 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. __F_QOTINGS
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.
ate'
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
SEISMICR CATEGORY:
ATTACH ESSU E
ATREATED 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
REINFORCEMENT
CONCRETE AND SHALL BE SPACED NOT MORE THAN 6' OC.
P/ RP NOTES BELOW
C. THERE SHALL BE A MINIMUM OF 2 BOLTS PER SOLE PLATE PIECE
LOCATED LESS THAN 7 BOLT
d
DIAMETERS FROMEACH END OF EACH PIECE.
1 Na 76835
TATE' OF
IN��
TITLE
DRAWING NO.
i
-
DETAILS
FBC, 61fi EDITION (2017)
FL -PR -SR TR-01
REV. LEVEL 01
SHEET
3
165C
PAGE 3 OF 4
�ONAL �E1
3X4 20 PLATES
3'-0" 1 EACH SIDE
3:
12
17j8„
Q 4
t ry
0
00 6'-0"
i
N
3X4 20 PLATES
1 EACH SIDE
M 4,-0„
12
Q 4
j r-
8'-000
"
w
N
DESIGN LOADS:
TOP CHORD LIVE LOAD = 20 PSF
TOP CHORD DEAD LOAD = 10 PSF
CO L-L-AR-T-I E-DEAD-LOAD-5_RSE_
NOTES:
FBC, 6th EDITION (2017)
ANSI/TPI 1-2014
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:
ASCE 7-10, 165 mph, Exposure C, D.O.L.=1.60
PLATES ARE MANUFACTURED BY EAGLE METAL PRODUCTS,
ICC-ES #ESR-1082.
00
cn
00
v7
N
ti
00
LO
N
18.00
10'-0"
3X4 20 GA PLATES
1 EACH SIDE
12
Q 4
3X4 20 GA PLATES
6'-0" 1 EACH SIDE
6,3
12
Q4
3X6 20 GA —
PLATES
1 EACH SIDE
6'-0"
12'-0"
6' SPAN
REACTIONS:
MAX. VERTICAL: 205 LBS.
MAX. UPLIFT: -190 LBS.
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS
UP-TD42FT UNLESS CEILING JOIST OR OTHER
10' SPAN
REACTIONS:
MAX. VERTICAL: 510 LBS.
MAX. UPLIFT: -280 LBS.
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 20FT UNLESS CEILING JOIST OR OTHER
T'ENwN TIE IS PROVIDED.
MAXIMUM DEFLECTION (12 FT. SPAN)
VERT LL: 0.06 in.
VERT TL: 0.08 in.
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.
..n /U/
8' SPAN
REACTIONS:
MAX. VERTICAL: 255 LBS.
MAX. UPLIFT: -225 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: -340 LBS.
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 24FT UNLESS CEILING JOIST OR OTHER
TENSION TIE IS PROVIDED.
TUFF SHED
Storage Buildings & Garages
TUFF SHED, MFG. FACILITIES
Order #.
Customer
Site Address:
C
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 SIB, INC.
ENGIldEERING DEPARTMENT
N�_ �N
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77TL E
TRUSS DETAIL$
FBC 6yh EDITION 2017
( )
165C
�RAVVING NO.
FL-PRSR--TR-01
REV. LEVEL 01
SHEET
PAGE 4 OF 4
Drawn By: PK
RICHARD J. �,5, p•E.
R 7�7 S SH@AR�FON�TREET
DENVER, COLORADO 80210
303 753-8833 EXT. 96315
Date: 8/15/16
cked By:
V11'e
Date:
Buildin Size:WloT!L-ENGTHHE So.�.��
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ale: N.T.S.