HomeMy WebLinkAboutSHED TRUSS PLANSr k
ST. LUCIE iyOWN' Y
.V BUILDING DIJlSlbjs!
NOTES:
1—BUILDING-CODE--
FLORIDA BUILDING CODE, 6th EDITION (2017)
2. DESIGN LOADING:
RISK CATEGORY:
WIND SPEED: V„ It = 165-'
Vasd = 128
EXPOSURE: C
UNINHABITED UTILITY SHE
OVERHANG OPTIONS
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 (psD (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: ±0.18 =� _
(ENCLOSED BUILDING) cc)
FLORIDA BUILDING APPROVAL NUMBERS- 10
D UP TO 12' WIDE x UP T0CRRbQ OR aTTACHMENTS
0 TR700, P-R — ARE THE-RESPONSIBIL"-OF THE
REFER TO -PAGE 4 FOR TRUSS DESIGN, CONTRACTOR OF RECORD
LUMBER SIZE, TRUSS SPACING
AND PLATE —SIZE -
/� COLLAR TIE REQUIRED ONLY AT
/ 12' WIDE SHEDS, SEE TRUSS CALCULATIONS,
SHEET 4 3
FLORIDA APPROVED OWENS RAFTER
CORNING OAKRIDGE 30 )
4 SHINGLES - FL10674-R10,
NOA #12;1204.03 AND
NOA #15-1102.03
1. WINDOWS BY PGT INDUSTRIES, INC - FLORIDA BUILDING SEE SHEET 3 FOR -STEEL FLOOR WITH
APPROVAL #FL242.9-R22, NO , ► - � 4 N.09
�� ANCHOR DETAIL OR FOUNDATION DETAIL
2. LP SMARTSIDE SIDING - FLORIDA BUILDING APPROVAL #FL9190:6 R' 5. IIIIII
3. SHINGLES BY OWENS CORNING - FLORIDA BUILDING APPROVAL UP TO 12' WIDE
�67�RNOA #12-1204.03 AND NOA #15-1102.03. -
4. ST RTERSTRI - PL S SHINGLE BY OWENS CORNING - NOA
#16-0824.01.
5. ROOF UNDERLAYMENT BY GARDNER ASPHALT CORPORATION - (J)
BUILDING SECTION
NOA #18-0409.06 OR BY WOODLAND INDUSTRIES INC. - FLORIDA SCALE: N.T.S.
BUILDING APPROVAL4#FiLik1i7r206T:1-R4
6. INNOVATIONS MANUFACTURING, INC. RANSOM WINDOWS -
FLORIDA BUILDING APPROVAL #FL17667.1-R1.
7. SMART VENT PRODUCTS, INC - FLORIDA BUILDING APPROVAL
#FL5822.1-R5
8. TUFF SHED, INC DOORS - FLORIDA BUILDING APPROVAL
#FL22202.1-R2, #FL22202.2-R2, #FL22202.3-R2,.#F�f 202RW2;
9. SDI -MPSO N.H. 2 5A Hh1RRICANE TIE - FLORIDA BUILDING APPROVAL
'#FL1�U456 2 R3.
10. GULF COAS'SUPPLY & MANUFACTURING, LLC - FLORIDA BUILDING
APPROVAL #FL11651.22-R3 & #FL11651.23-R3.
HEADER NAILING:
HEADER TO STUD - 4-16d END NAIL DOUBLED HEADER THESE PLANS AND ALL PROPOSED WORK
- 16d @ 16" STAGGERED FACE NAIL ARE SUBJECT MAW[ CORRECTIONS .. -
NAILING: REQUIRED BY PILO INISPEECTORS THAT
REFER TO SHEET 2 FOR WALL AND ROOF SHEATHING NAILINUY BE NECESSARY IN ORDER TO
MAX WALL HEIGHT FOR EACH SHED: COMPLY WITH ALAPPLICAE CODES. s
SR600 - 5'-8 1/4" (681/4")
TR700 - 6-8 1 /4" (80 1 /4")
PR - 6'-4 1 /2" (76 1 /2")
DOUBLE TOP PLATE
CRIPPLES (IF REQ.)
HEADERS FOR
OPENINGS UP TO T-0"
USE (2) 2x4 SPF #2
2x4 WINDOW SILL
FLOOR DECKING
BASE PLATE
FOR WINDOW OPENINGS UP TO T-0"
WINDOW HEA[)ER DETAIL
FOR SIDE WALLS
SCALE: N.T.S. ,
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
SIMPSON H2.5A PLATE ON
INSIDE AT EACH RAFTER
WALL TOP PLATES
SIDING
STUDS
FOR
REVI
PLANS AND PER IT
MUST BE KEPT ON OB OR
NO INSPECTION WIL BE MADE
TOE N ILWITH-(3)
16d NAILS, (2) ONE
SIDE, (1) OTHER
SIDE
2 TRUSS TO WALL
CONNECTION DETAIL
SCALE: N.T.S.
DOUBLE TOP PLATE
CRIPPLES (IF REQ.)
HEADERS FOR
OPENINGS UP TO 4'-0"
USE (2) 2x4 SPF #2
OPENINGS 4'-1" TO 6'-0"
USE (2) 2x6 SPF #2
OPENINGS 6-1" TO 8'-0"
USE (2) 2x8 SPF #2
`KING STUD
TRIMMER
BASE PLATE
FLOOR CKIN
FOR OPENINGS UP TO '- "
DOOR HEADE ET L
3B FOR SIDE WALL'If
II II r��
SCALE: N.T.S. , \\ -�. �I/
It
,CCANNED
By
allele county
CRIPPLE STUD
HEADERS FOR: LTRIMMER 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
®BALLOON FRAMED END WALL AND
HEADER DETAIL FOR END WALLS
SCALE: N.T.S.
Order #. I� P.O. # THESE DRAWINGS AND THE \���� E v� / TITLE DRAWING NO.
TUFF _DESIGN ARE THE PROPERTYTUFF SHED, INC.
SHED CustomeLj't�` 1�1� ��f`�� Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT FL-PR-SR-TR-01
DRAWINGS ARE FORA _� No. 76835 = BUILDING SECTIONS
Storage Buildings & Garages Date: 8/15/16 BUILDING TO BE SUPPLIED RECIIARD J. WILLS P.E. = :• REV. LEVEL 01
Site Address: AND BUILT BY TUFF SHED. — = HEADER FRAMING DETAILS
TUFF SHED, MFG. FACILITIES (� �� (--�VYIt✓ b� Checked By: ANY OTHER USE IS RVJILLS@TUFFSHED.COM
FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET ST TE of FBC, 6th EDITION (2017) SHEET
Date: SHED AND THE ENGINEER OF DE;:TVER, COLORADO 80210 . •Q
Building SIZe:WIDTH-LENGTH - HEIGHT- SQ. Fr. AREA C p I D P ,• •� ��
� � ►i Scale: N.T.S. RECORD (3J3) 753-8833 EXT: 96315 /i/���SS��IVAL E & .'� � �O 1S5C
my 1. OF 4
//flllllll
,36
i
3/8 SMART SIDE'INAILING REQUIREMENTS
I n SINGLE DOOR ASSEMBLY
�y TOP VIEW
BOLT LATCH ON FIXED DOOR FOR —1
ATTACH NTBOLT LATCHBAT THE TOP AND
RBOLT CH AT THE OTTOF THE
ED DOOR. ATTACH EACH OLT LATCH
ASSEMBLY WITH (4) #8 x 2-1/4" SQUARE
DRIVE WOOD SCREWS.
0
DOOR HANDLE AND STRIKE
INSTALL DOOR, HANDLE PER
MANUFACTURER'S
INSTRUCTIONS. USE #8 x 2-1
ATTACH STRIKE PLATE WITH (3)
#8 x 2" SQUARE DRIVE WOOD
SCREWS.
DBDOUBLE DOOR ASSEMBLY
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
FLOOR DECKING.
DOOR THRESHOLD
2 DOUBLE DOOR ASSEMBLY
SIDE VIEW
SCALE N.T.S.
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
NO OPENINGS ALONG THE WALL
6' 1 6'-24' 18d NAILS (aD- 6" O.C. 0' 1 6'-24'
10' I 10'-24' 18d NAILS @ 6" O.C. I 0' I 10'-24'
12' 1 12'-24' 18d NAILS @ 6" O.C. 1 0' 1 12'-24'
■ MIN 2'-0" RTN WALLS ON EACH END OF WALL- ■ MIN 2'-0" WALL SEGMENT
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,
10'-24,
8d NAILS @ 4" O.C.
UP TO 12'
4'
12'
1 12'-24'
8d-NAILS @ 6" O.C.
I UP TO 12'
1 - 8'
12'
1 12'-24'
18d NAILS @ 4" O.C.
I UP TO 12'
1 5'
12'
1 12'-24'
18d NAILS @ 3" O.C.
I UP TO 12'
1 4'
EXTERIOR DOOR SHEATHING
3/8" SMARTSIDE OR 3/8" SMARTSIDE
WITH FOIL BACKER
INTERIOR DOOR SHEATHING
16" OSB WITH
HINGE ATTACHMENT
3NUFF SHED HINGES
DOOR/DOOR
PANEL, FILL EVERY
HOLE IN HINGE WITH A
#8 x 2A4' SQUARE
DRIVE WOOD SCREW.
3 HINGE ASSEMBLY
FRONT VIEW
SCALE: N.T.S.
DOORS:
STANDARD DOOR CONSTRUCTION FOR TUFF SHED DOORS
UP TO 48" x 801/4" ON SINGLE HUNG DOORS AND 96" x 801/4"
ON DOUBLE DOORS EXCEED ALL LOAD REQUIREMENTS FOR
THE LOAD CRITERIA ON SHEET 1.
Order #.
TUFF SHED Custom .
Storage Buildings & Garages site Address:
TUFF SHED, MFG. FACILITIES L'3
Building Size:WIDTH-LENGTH
Fr.
P.O. #
Drawn By: PK
Date: 8/15/16
Checked By:
Date:
Scale: N.T.S.
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 6' X 10'-18' THE T 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.
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 SHED, INC.
ENGINEERING DEPARTMENT
RICHARD J. WILLS, P.E.
RWHLLS@TUFFSHED.COM
1777 S. HARRISON STREET
DENVER, COLORADO 80210
(303) 753-8833 EXT. 96315
NO OPENINGS
ALONG
THE WALL
* 6'
6',
8d NAILS @ 4" O.C.
SEE NOTE.3
* 6'—
—8''-9'
acLNAILS @ 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'
8'
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
*61
6,
8d NAILS @ 4" O.C.
3'
SEE NOTE 3
*&
,_ ,
8d NAILS @ 3" 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 4" O.C.
3'
SEE NOTE 3
*8'
12,
8d NAILS 3" O.C.
3'
SEE O E 3
8'
8'
8d NAILS 6" O.C.
3'
'
8'
10'-12'
8d NAILS 4" O.C.
3'
51
8'
14'-16'
8d NAILS 3" O.C.
3'
51
8'
V-10'
8d NAILS @ 4" O.C.
4'
4'
8'
12'
8d NAILS @ 3" O.C.
4'
4'
*10'
10'-12'
8d NAILS 4" O.C.
3'
SEE NOTE 3
*10'
13'-15'
8d NAILS 3" O.C.
3'
SEE NOTE 3
10,
10'•
8d NAILS 6" O.C.
3'
'T
10,
12'-16'
8d NAILS @ 4" O.C.
3'
7'
10'
18'-22'
8d NAILS @ 3" O.C.
3'
7'
10,
10,
8d NAILS @ 6" O.C.
4
6'
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 a 3" O.C.
6'
4'
12'
12'
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'
F 12'
8'
4'
'v'v 'q
N . 76835
�:• STATE OF
ONAL Et�G
1111 I Ill
TITLE
DOOR DETAILS
NAILING REQUIREMENTS
FBC, 6th EDITION (2017)
a
DRAWING NO.
FL-PRSR TR-01
IREV. LEVEL 01 1
I SHEET 2 I
165C PAGE 2 OF 4
a �
#12-14 X 3" HEX HEAD �-TRIM �
SELF -DRILLING SCREWS 1. STEEL SHED FOUNDATION: AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES
60OT125-054 16 GAUGE STEEL TRACKS G140 ZINC COATED 2X4X2' SIDING PART NUMBERS:
3/4" APA OR TECO RATED 600S137-054 - 16 GAUGE STEEL JOISTS G140 ZINC COATED BLOCK OT3644GPMP- 5/8"-X-36"-(36"IMBED)-GAL-VANIZED_AUGER ___
T&G FLOOR DECKING. @ 24" O.C. ATTACH BRACKET TO OTI7SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTS
-2X6 STEEL JOISTS (SUPPLIER: ALLIED STUDCO (JOIST: 60OS137-054 / TRACK: STUD THRU HOLE IN REPORT NO. LO-FJ90129-A
@ 24" OC 60OT125-054) -ICC-ER=4943P. - _ ANCHOR PLATE WITH -OR-
2. 3/4" APA OR TECO RATED TONGUE AND GROOVE FLOOR z 318"0 x 4" CARRIAGE OT24SWBSIDEWALL BRACKET FOR -USE WITH THRU BOLTS
#10 X 3/4" PAN 1 DECKING. 24" MAX PANEL SPAN. STAGGER PANEL LA'I'OUT. BOLT AND LOCKNUT REPORT NO. LO-FJ90129-B
HEAD SELF-DRILLING®� 1 3. FASTEN FLOOR DECKING TO JOIST & TRACKS USING �r WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS
SCREWS 2 PER TAB CORNER STUD
( ) � #8 1 5/8" ZINC PLATED SCREWS 12" O C WITH THE MAXIMUM LOAD OF 5,080 LBS
VENT HOLES @ 24" OC.
OPTIONAL LEVELING BLOCKS
2X6 STEEL TRACK EACH END
BASE PLATE SCREW SPACING
WIDTH
SPACING
6'-12'
8" O.C.
_ x - @
O BLGCKING-REQUIRED.—AtL EDGES-SHAL-L-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-DRILLIIG STUD 3
SCREWS. REFERENCE SPACING CHART. w
i 5. ALLOWABLE FLOOR LIVE LOAD: 75 PSF FOR STEEL JOISTS g
CONTINUOUSLY SUPPORTED. 50 PSF FOR JOISTS ON BLOCKS
AS SHOWN. c STUD
6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL
SIDING
AUGER ANCHORS
WIDTH
LENGTH
# OF ANCHORS
6'
6'-18'
4 ANCHORS
8'
8'-24'
4 ANCHORS
10,
10'-24'
4 ANCHORS
12'
12'-18'
4 ANCHORS
12'
20'-24'
6 ANCHORS
BUILDING:
SUGGESTED SIZES: 2" x 8" x 16", 4" x 8" x 16", OR 8" x 8" x 16". C ANCHORS PROVIDE (1) EA.
TRIM CORNER OF THE BUILDING.
BLOCKS UNDER JOISTS SPACED a8'-0" O C MAXIMUM - 6-ANCHORS PROVIDE (1) AT EA.
LIZ` � BLOCKS UNDER TRACK SPACED @ 4'-0" O.C. ' END WALL MAXIMUM. N CC
SIDING
TRIM
3/8" CARRIAGE
BOLT (GRADE 2)
OT17SWB
-OR-
OT24SWB
1/2" HILTI KWIK BOLT TZ
STAINLESS STEEL 304
EMBEDMENT DEPTH = 2 14'
MIN. EDGE DISTANCE = 6"
ANCHOR SPACING: RE: KWIK
BOLT ANCHORS TABLE, SHEET 3
STUD
3/8" NYLON
LOCK NUT
z rBASEPLATE
FLOOR PLY
nm1�
STEEL SH
BASE
4" CONCRETE
PAD (MIN)
OSIDEWALL BRACKET DETAIL
SCALE: N.T.S.
TUFF SHED
Storage Buildings & Garages
TUFF SHED, MFG. FACILITIES
Order #. �aQ�
Custome&Lm cks- ) 1
DUIIUIIIU ♦711-MWIDTH-LENGTH -HEIGHT -SO. Ff. AREP
Gi' .i 1n Q"I Ir'it qI.,„, i
KWIK BOLT ANCHORS
(INTO CONCRETE
RE: DETAIL 3 SH ET 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
z
cfl
Z
NOTES:
1. ANCHORS TO BE KWIK BOLT TZ, 304 SS'
ANCHOR BRACKET
TO BE FLUSH WITH
`
ED'=R-2-=�- GAUGER ANOC�GE OF TRIMQ D TAB
SCALE. MT.s
UNHEATED SPACE
ANCHOR BOLT &
P.T. SILL PLATE
PER NOTES BELOW
#4 CONTINUOUS
a 1 3/4' TOP & BOTTOM
U FINISH CONCRETE FLOOR
cn GRADE
2. PROVIDE (1) ANCHOR AT EA. CORNER' "'"
3" CLR.
OF THE BUILDING. THE REMAINING � a 'PER OTES BELOW
ANCHORS EQUALLY SPACED ALONG THE v � NP•
LENGTH OF THE BUILDING. (1/2 THE 8" i ,
REMAINING ANCHORS ON EA. LENGTH HI; KENED SLAB
SIDE EQUALLY SPACED). MIN. I �1
0 CONCRETE FOUNDATI q L
SCALE N.T.S.
a , _ ��� It A.
P.O. #
THESE DRAWINGS AND THE
DESIGN ARE THE PROPERTY
Drawn By: PK
OF TUFF SHED, INC. THESE
DRAWINGS ARE FOR A
Date: 8/15/16
BUILDING TO BE SUPPLIED
AND BUILT BY TUFF SHED.
Checked By:
ANY OTHER USE IS
FORBIDDEN BY BOTH TUFF
Date:
SHED AND THE ENGINEER OF
RECORD
Scale: N.T.S.
TUFF SHED, INC.
ENGINEERING DEPARTMENT
"*
i
RICHARD L WILLS, P.E.
RWHI S@TUFFSHED.COM
1777 S. HARRISON STREET
s
DENVER, COLORADO 80210
(303) 753-8833 M. 96315
S14TE `OF
.c a RIDP
WLL. I
OCT 10 ?918
Permitting De—P.-a tent
CONTINUOUS FOOTING NOES St. Lucie County, FL
1. TOP OF SLAB TO BE 6" N-ABOVE-GRADE-S1A13 REINFO ALL
BE WWF 6X6 W1.4xWlA . LOCATE AT MID -DEPTH OF SLAB.
-OR-
SLAB 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, Pc= 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 8" LONG SIMPSON TITEN HD ANCHOR WITH WASHERS.
B. EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST 5" INTO THE
CONCRETE AND SHALL BE SPACED NOT MORE THAN V 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
DIAMETERS FROM EACH END OF EACH PIECE.
TRLE I DRAWING NO.
DETAILS I FL-PRSR TR-01
IREV. LEVEL 01 1
FBC, M EDITION (201n I SHEEr
3
165C PAGE 3 OF 4
e � �
3X4 20 GA PLATES
3X420-PLATES-— ---
1:009
SIDE N 1 EACH SIDE
-3 16124
- 18.0°
00 6'-0"101
00 -011
T %
N
(V
3X4 20 PLATI
00
5- 1 EACH SIDE
ch 4'-0"
r 4:2
1/2„
12
Qa
00
1 1
co
8'-0"
41
3X4 20 GA PLATES
Cl)DO
1 EACH SIDE
6'-0"
613 11/16„
12
Q4
3X6 20 GA —
PLATES
1 EACH SIDE
00
rL0
N 1 1
1 12'-0"
6' SPAN
REACTIONS:
MAX. VERTICAL: 205 LBS. -
MAX. UPLIFT: -190 LBS.
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 12FT UNLESS CEILING JOIST MOTHER
TENSION TIE IS PROVIDED.
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
TENSION TIE IS PROVIDED.
MAXIMUM DEFLECTION (12 FT. SPAN)
VERT LL: 0.06 in.
VERT TL: 0.08 in.
8' SPAN
REACTIONS:
MAX. VERTICAL: 255 LBS.
MAX. UPLIFT: -225 LBS.
NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS
UPTO-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.
DESIGN LOADS: -
TOP CHORD LIVE LOAD = 20 PSF
TOP CHORD DEAD LOAD =10 PSF
COLLAR TIE DEAD LOAD = 5 PSF
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, ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING THIS TRUSS ARE TO DO SO IN
ICC-ES #ESR-1082. ACCORDANCE TO THE RECOMMENDATIONS OF THE LATEST VERSION OF THE BCSI.
Order #. P.O. # THESE DRAWINGS AND THE TUFF SHED INC. �� \ _ ��� 7Tn E DRAWING NO.
DESIGN ARE THE PROPERTY
TUFF SHED CUstomet:�� I-nl l Drawn By: PK OF TUFF SHED. INC. THESE ENGINEERING DEPARTMENT No 76835 • ;FL-PR-SR-01
DRAWINGS ARE FOR i4 _ TRUSS DETAILS
Storage Buildings & Garages Date: 8/15/16 BUILDING TO BE SUPPLIED RICHARD J. WH.LS� P.E. i = REV. LEVEL 01
Site Address: AND BUILT BY TUFF SHED. :'Q
TUFF SHED, MFG. FACILITIES i ` - RWHM@TUMHED.COM ; o�
Checked By: ANY OTHER USE IS TE
FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET .o'• sT aP,: FBC, 6th EDITION (2017) SHEET d
Build ? ng SIZe.WNE
IDTH-LENGTH-HEIGHT-SO. AREA Date: SHED AND THE ENGINEER OF DRIVER, COLORADO 80210 ��i 90F'•• �,,,��••� �\ 'T
RECORD &3)753-8833 EXT.96315 ��ff F�SiON/+� i 165C
�( 1a �1 Scale: N.T.S. /�/��rr:�,�t�t�`•�6.\ PAGE 4 OF4