HomeMy WebLinkAboutEngineering RECEIVED MAY 11;16
NOTES: UNINHABITED UTILITY SHED 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 ZONES(HVHZ)
2. DESIGN LOADING: OVERHANG OPTIONS REFER TO THE TRUSS DESIGN FOR
WIND SPEED(T1609.3.1):V„it= 155 LUMBER SIZE,TRUSS SPACING
Vasa= 120 AND PLATE SIZE TOE NAIL WITH(3)
EXPOSURE: C 16D NAILS,(2)ONE
ROOF LIVE LOAD: 20 PSF /�COLLAR TIE REQUIRED ONLY AT SIDE,(1)OTHER
ROOF DEAD LOAD: 0 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
IMPORTANCE FACTOR:(6): 1_0 CORNING OAKRIDGE 30 YEAR
RISK CATEGORY: I Q 4 SHINGLES-FL10674-R10
COMPONENT AND CLADDING: ROOF: 31 PSF(ZONE 1) -OR-
WIND PRESSURE(psq(ASD VALUES) 67 PSF(ZONE 2,3) FLORIDA APPROVED THOMPSON
(BASED ON 10 SQ FT) WALL: 34 PSF(ZONE 4) ARCHITECTURAL METALS CO.
42 PSF ONE 5) METAL ROOFING-FL5218-R2
ON
INTERNAL WIND PRESSURE COEFFICIENT. +0_18 SEE THE TRUSS SINSIDE T EACH
ER
(ENCLOSED BUILDING) -0_18 �, rANCHOR
CONNECTION INSIDE AT EACH RAFTER
o, DETAIL-DETAIL2 WALL TOP PLATES
FLORIDA BUILDING APPROVAL NUMBERS-
1.WINDOWS BY CROFT LLC- FLORIDA BUILDING APPROVAL WALL FRAMING TO BE
#FL15585-R2. 2x4 SPF#2 OR BETTER SIDING
2.LP SMARTSIDE SIDING-FLORIDA BUILDING APPROVAL#FL9190.6. STEEL FLOOR WITH @ 16"O.C.
3.SHINGLES BY OWENS CORNING- FLORIDA BUILDING APPROVAL R FOUNDATION DETAIL IF BUILDING IS LOCATED STUDS
#FL10674-R10. A IN A FLOOD ZONE THEN
4.ROOF UNDERLAYMENT BY WOODLAND INDUSTRIES INC.- i I UP TO 12'WIDE I FLOOD VENTS AND PRESSURE
FLORIDA BUILDING APPROVAL#FL17206.2. 1 1 TREATED STUDS ARE REQUIRED- O TRUSS TO WALL
5.THOMPSON ARCHITECTURAL METALS CO.METAL ROOFING- ONE SQ INCH VENT 2 CONNECTION DETAIL
FLORIDA BUILDING APPROVAL#FL5218-R2. O BUILDING SECTION FOR EVERY ONE SQ FT
6.INNOVATIONS MANUFACTURING,INC.TRANSOM WINDOWS- scams:N.Ts OF BUILDING
FLORIDA BUILDING APPROVAL#FL17667.
7.FLOOD SOLUTIONS,LLC FLOOD VENTS(IF REQ'D)-
FLORIDA BUILDING APPROVAL#FL17588.1.
DOUBLE TOP PLATE KING STUD CRIPPLE STUD
HEADER NAILING: rH
OUBLE TOP PLATE
HEADER TO STUD- 4-16d END NAIL DOUBLED HEADER
-16d @ 16"STAGGERED FACE NAIL CRIPPLES(IF REQ.) RIPPLES(IF REQ.)
NAILING: HEADERS FOR EADERS FOR
OPENINGS UP TO 4'-O"
OPENINGS UP TO T-0" USE 2)2x4 SPF 0
2
REFER TO SHEET 2 FOR WALL AND ROOF SHEATHING NAILING. USE(2)2x4 SPF#2 OPENINGS 4'-1"TO 6'-0"
MAX WALL HEIGHT FOR EACH SHED: 2x4 WINDOW SILLUSE(2)2x6 SPF#2
OPENINGS 6'-1"TO 8'-0"
SR600-5'-8 1/4"(681/4') USE(2)2x8 SPF#2
TR700-6'-8 1/4°(80 1/4") FLOOR DECKING ING STUD TRIMMER STUD
RIMMER HEADERS FOR:
PR-6'4 1/2"(761/2") BASE PLATE ASE PLATE OPENINGS UP TO 6'-0"USE(2)2x4 SPF#2
9"." D FLOOR DEC G OPENINGS 6'-1"TO 8'-0°USE(2)2X6 SPF#2
FOR OPENINGS UP TO 8'-E REFER TO THE DOOR DETAIL(SHEET 2)FOR
FOR WINDOW OPENINGS UP TO T-O" THE DOOR DESIGN
3 WINDOW HEADER DETAIL 38 DOOR HEADER D T I df 1 I//// 4 HEADER DETAIL FOR
FOR SIDE WALLS O FOR SIDE WALLS 0 W;/�i� END WALLS
N.Ts. 6GVE N.ie.
TUFF 5]{E D Order#. P.O.# THESE DRAWINGS AND THE TUFF SHED,INC. FLORIDA LICENSE PE# ` TITLE DRAWING NO.
DESIGN ARE THE PROPERTY
Customer. Drawn By: PK OF TUFF SHED,INC.THESE ENGINEERING DEPARTMENT �y o.76835 FL-PR-SR-TR-01
DRAWINGS ARE FORA SEALER'S PRINTED NR�_IE'i * ) .: BUILDING SECTIONS
Storage Buildings&Garages Date: 12/3/14 BUILDING TO BE SUPPLIED RICHARD L WILLS,P.E. � 4
g g g Site Address: RICHARD WILLS .HEADER FRAMING DETAILS REV.LEVEL 01
AND BUILT BY TUFF SHED.
TUFF SHED,MFG.FACILITIES Checked By: ANY OTHER USE IS �',• TATE OFF—IMEN—BOTH TUFF 1777 S.HARRISON STREET
"Q
TAMPA FL Building SIZe:vnn,N.u:NmN.NFiaNr.snFr.anF�, Date: SHED AND THE ENGINEER OF DENVER COLORADO 02 0 ��0,Sc/,o a:.... . . FBC,5th EDITION(2014) SHEET
RECORD (303)753-8833 EXT.5618 SE��jI 155C
Scale: N.T.S. l�ji 4 Y�ATE PAGE 1 OF 4
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
MARKMAX. MARK
WALLS END SIDE COMB. MIN TOTAL WALLS END SIDE MAX. MIN TOTAL
DOOR HANDLE AND STRIKE 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
SINGLE DOOR ASSEMBLY INSTALL DOOR HANDLE PER NO OPENINGS ALONG THE WALL NO OPENINGS ALONG THE WALL
TOP VIEW MANUFACTURER'S
ewe N.T. INSTRUCTIONS. USE#8 x 2-1/4" 6' 6'-18' 8d NAILS @ 6"O.C. 0' 6'-18' '6' 6' 8d NAILS @ 6"O.C. SEE NOTE 3
BOLT LATCH ON FIXED DOOR FOR SQUARE DRIVE WOOD SCREWS. 8' 8'-24' ed NAILS @ 6"O.C. 0' 8'-24' '6' 8'-9' 8d NAILS @ 4"O.C. SEE NOTE 3
ATTACH STRIKE PLATE WITH(3) 10' 10'-24' 8d NAILS @ 6"O.C. 0' 10'-24' 6' 10'-12' 8d NAILS @ 6"O.C. 0' 6'
#8 x 2"SQUARE DRIVE WOOD 12' 12'_24 8d NAILS 6"O.C. 0' 12'-24' 6' 14'-18' 8d NAILS @ 4"O.C. 0' 6'
(ATTACH((L1A�BOLT LATCH AT THE TOP AND SCREWS. @
FIVES DOORCAITACH EACHH BOLTOLATCH •MIN 2'-0"RTN WALLS ON EACH END OF WALL- -MIN 2'-0"WALL SEGMENT 8' 8'-24' 8d NAILS @ 6"O.C. 0' 8'
ASSEMBLY WITH(4)#8 x 2-1/4"SQUARE 8' 6'-18' 8d NAILS 6"O.C. UP TO 12' 4' 1O' 10'-24' 8d NAILS @ 6"O.C. 0' 10'
DRIVE WOOD SCREWS. 8' 8'-24' 8d NAILS 6"O.C. UP TO 12' 4' 12' 12'-24' 8d NAILS @ 6"O.C. 0' 12'
r, 10' 110'-24' 8d NAILS 4"O.C. UP TO 12' 1 -MIN 2'-0"RTN WALLS ON EACH END OF WALL- -MIN 2'-0"WALL SEGMENT
12' 1 12'-24' 1 8d NAILS @ 4"O.C. I UP TO 12' 14' 8d NAILS @ 6 D.C. 3' SEE NOTE 3
6 • 8d NAILS @ 6 O. . BS 3' 2'(RE:NOTE 6
ROOF SHEATHING(7/16"OSB) 6' 14'-18' 8d NAILS @ 4"O.C. BS 3' 2' RE:NOTE 6
tzi WIDTH LENGTH FIELD NAILING EDGE NAILING 8' 8'-W 8d NAILS 6"O.C. 3' 5'
EXTERIOR DOOR SHEATHING 6' 6'-18' 8d NAILS @ 4"O.C. 85 NAILS @ 4"O.C. 8' 16'-22' 8d NAILS 4"O.C. 3'
DOUBLE DOOR ASSEMBLY 3/8"SMARTSIDE OR 3/8"SMARTSIDE 8'
.;-,4
' 4' 8d NAILS @ 4"O.C. 8d NAILS @ 4"O.C. 8' 24' 8d NAILS 3"O.C. 3' 5.
B WITH FOIL BACKER 10' 10'-24' 8d NAILS @ 4"U.C.1 8d NAILS @ 4"O.C. 8' 8'-10' 8d NAILS @ 6"O.C. 4' 4'
TO
TO-P VIEW N.TB. INTERIOR DOOR SHEATHING 12' 12'-24' Bd NAILS @ 4"O.C.1 8d NAILS @ 4"O.C. 8' 12'-16' 8d NAILS @ 4"O.C. 4' 4'
7/16"OSB OR 7/16"OSB WITH NOTES: 8' 18'-24' 8d NAILS @ 3"O.C. 4' 4'
BOLT LATCH ON FIXED FOIL BACKER 1.USE 8d RING SHANK NAILS W/A MIN SHANK DIAMETER 10' 10'-22' 8d NAILS 6"O.C. T 7'
DOOR FOR DOUBLE DOOR OF 0.131"AND A LENGTH OF 21/2". 10' 24' Bd NAILS @ 4'O.C. 3' 7'
10' 10'-18' d S @ 6"O. 6'
WHEN THE FIXED DOOR IS 10' 20'-24' 8d NAILS 4"O.C. 4' 6'
CLOSED AND BOTH BOLT 10' 10' 8d NAILS 6"O.C. 6'
LATCHES ARE ENGAGED,THE 10' 12'-18' 8d NAILS @ 4"O.C. 6' 4'
TOP BOLT LATCH WILL REST HINGE ATTACHMENT 0,-24' 8d NAILS 3"O.C. 6' 4'
AGAINST THE INSIDE EDGE OF
THE HEADER.AND THE BOTTOM 12' 12'-24' @ 4' 8'
BOLT WILL REST IN A 3 TUFF SHED HINGES
PRE-DRILLED HOLE IN THE . PANDOOR/DOOR
L�FlL�LDE OERY 12' 20'-24' 6 6'
FLOOR DECKING. HOLEIN HINGE WITH A
#8 x 2-
. — W SQUARE 12' 12'-18' 8' 4'
� DRIVE WOOD SCREW. 12' 20'-24' 8' 4'
tDOORTHRESHOLD TABLE NOTES:
1.NAILING IS FOR 3/8"SMARTSIDE PANEL OR 3/8"SMARTSIDE WITH FOIL BACKER.
DOUBLE DOOR ASSEMBLY HINGE ASSEMBLY 2.NO SINGLE OPENING H BUIL
GREATER THAN
8'- "
3.'6'WIDE X 6'-9'LENGTH BUILDINGS AR ASED ON 3-SIDED DIAPHRAGM.
O SIDE VIEW FRONT VIEW THE END WALL OPPOSITE OF THE OP NING MUST BE FULLY SHEATHED,IN THE
3-SIDED DIAPHRAGM CASES. THE E WALL WITH THE OPENING DOES NOT HAVE
swe x.rs. swe N.rs. A MIN.RETURN WALL ON EACH SIDE/PF THE OPENING.
4.USE RING SHANK NAILS WITH A SHAIAK DIAMETER OF 0.113"AND A LENGTH OF 21/2".
DOORS: 5.FIELD NAILING FOR 3/8"SMARTSIDE d @ 12'O.C.
STANDARD DOOR CONSTRUCTION FOR TUFF SHED DOORS 6.ON THESE BUILIDNGS 6' 10'.- 8'TH 3'DOOR IN THE END WALL WILL NEED TO BE .
UP TO 47"x 80 1/4"ON SINGLE HUNG DOORS AND 96"x 801/4" OFF SET. THERE WILL A AN ON ONE SIDE AND A 1'PANEL ON THE OTHER SIDE
ON DOUBLE DOORS EXCEED ALL LOAD REQUIREMENTS FOR OF THE DOOR.
THE LOAD CRITERIA ON SHEET 1. 7.(BS)-DESIGNATES W T ED TO BE SHEATHED ON BOTH SIDES.
1 III I
TUFF SHED Order#. P.O.# THESE DRAWINGS AND THE FLORIDA LICENSE PE#78 TITLE DRAWING N0.
DESIGN ARE THE PROPERTY TUFF SHED,INC. G.• 'E '•�( '
Customer: Drawn By: PK OF TUFF SHED,INC.THESE ENGINEERING DEPARTMENT ' s F'.S % FL-PR-SR-TR-01
DRAWINGS ARE FORA SEALER'S PRINTED Nq DOOR DETAILS
Storage Buildings&Garages Date: 12/3/14 BUILDING TO BE SUPPLIED RICHARD J.WILLS,P.E. o.7 5
Site Address: AND BUILT BYTUFF SHED. RICHARD WILLS = ;* _ NAILING REQUIREMENTS REV.LEVEL 01
TUFF SHED,MFG.FACILITIES Checked By: ANY OTHER USE IS •? SHEET
FORBIDDEN BY BOTH TUFF 1777 S.HARRISON STREET FBC,5th EDITION(2014) 2
TAMPA,FL Building Size:WlOTn-LENGTH-HEiGHT-80.FT.
Date: SHED AND THE ENGINEER OF DENVER,COLORADO 80210 A9 TATE o P •;`Q 155C
Scale: N.T.S. RECORD. (303)753-8833 EXT.5618 moi• ( AtbR P� PAGE 2 OF 4
d
7j!//IIII1111'.i��/k
#12-14 X 3"HEX HEAD I TRIM
SELF-DRILLING SCREW 1 1. STEEL SHED FOUNDATION: AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES
600T125-054-16 GAUGE STEEL TRACKS G140 ZINC COATED SIDING
2X4X2' • PART NUMBERS:
3/4"APA OR TECO RATED 60OS137-054-16 GAUGE STEEL JOISTS G140 ZINC COATED BLOCK OT3644GPMP-5/6"X 36"(36"IMBED)GALVANIZED AUGER
T&G FLOOR DECKING. @ 24"O.C. ATTACH BRACKET TO OTI7SWB-SIDEWALL BRACKET FOR.USE WITH THRU BOLTS
2X6 STEEL JOISTS (SUPPLIER:ALLIED STUCCO(JOIST:6005137-054/TRACK: STUD THRU HOLE IN REPORT NO.LO-FJ90129-A
@ 24"OC 600T125-054)ICC ER-4943P. ANCHOR PLATE WITH -OR-
2. 3/4"APA OR TECO RATED TONGUE AND GROOVE FLOORz 3/8"0 x 4"CARRIAGE OT24SWBSIDEWALL BRACKET FOR USE WITH THRU BOLTS
#10 X 3/4"PAN 1 1 DECKING. 24"MAX PANEL SPAN. STAGGER PANEL LAYOUT. BOLT AND LOCKNUT REPORT NO.LO-FJ90129-B
HEAD SELF-DRILLING 1 3. FASTEN FLOOR DECKING TO JOIST&TRACKS USING CORNER STUD WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS
SCREWS(2 PER TAB) #8 x 1-5/8"ZINC PLATED SCREWS @ 12"O.C. WITH THE MAXIMUM LOAD OF 5,080 LBS
VENT HOLES @ 24"OC. NO BLOCKING REQUIRED. ALL EDGES SHALL LIE ON FLOOR
OPTIONAL LEVELING BLOCKSJOISTS. STAGGER PANEL LAYOUT PER APA CONDITION 1.
AUGER ANCHORS
4. FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO JOISTS
2X6 STEEL TRACK EACH END OR TRACKS WITH#12-14 X 3"GALVANIZED SELF-DRILLING STUD 3 WIDTH LENGTH #OF ANCHORS
i SCREWS.REFERENCE SPACING CHART. w 6' 6'-18' 4 ANCHORS
BASE PLATE SCREW SPACING i 5. ALLOWABLE FLOOR LIVE LOAD:75 PSF FOR STEEL JOISTS 9 8' 8'-24 4 ANCHORS
WIDTH SPACING CONTINUOUSLY SUPPORTED. 50 PSF FOR JOISTS ON BLOCKS w 10' 10'-24' 4 ANCHORS
6'-12' 1 8"O.C. AS SHOWN. STUD 12' 12'-24' I 4 ANCHORS
6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL ' SIDING 4-ANCHORS PROVIDE(1)AT EA.
BUILDING: CORNER OF THE BUILDING.
SUGGESTED SIZES:2"x 8"x 16", 4"x 8"x 16",OR 8"x 8"x 16".O TRIM STEEL SHED BASE DETAIL BLOCKS UNDER JOISTS SPACED @ 8'-0"O.C.MAXIMUM. END WALL
1 NTs BLOCKS UNDER TRACK SPACED @ 4'-0"O.C.MAXIMUM.
r
ANCHOR BRACKET
TO BE FLUSH WITH
OAUGER ANCHOR DETAIL EDGE OF TRIM
BCAIE NT$
SIDING UNHEATED SPACE
STUD KWIK BOLT ANCHORS
TRIM (INTO CONCRETE ANCHOR BOLT& CONTINUOUS FOOTING NOTES
RE:DETAIL 3 SHEET 3 P.T.SILL PLATE 1. TOP OF SLAB TO BE 6•MIN.ABOVE GRADE.SLAB REINFORCEMENT SHALL
3/8"NYLON WIDTH I LENGTH JQTY PER NOTES BELOW BE WWF 6X6 W1AxW1.4.LOCATE AT MID-DEPTH OF SLAB.
LOCK NUT 6' V-10' 6
3/6"CARRIAGE SLAB REINFORCEMENT SHALL BE FIBERMESH 150 OR BLENDED
BOLT(GRADE 2) 6' 12'-18' 8 #4 CONTINUOUS FIBERMESH150.FIBERMESH SHOULD BE DISPERSED UNIFORMLY
z BASEPLATE 8' 8'-14' 6Ka 13/4,
' ' TOP&BOTTOM THROUGH CONCRETE W1 MIN.I POUND PER CUBIC YARD OF CONCRETE.
8' 16-20 8 U FINISH CONCRETE FLOOR 2 ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE AND REINFORCING
r/�
BEFORE POURING CONCRETE-
FLOOR
ONCRETEFLOOR PLY $' 10 m GRADE 3. FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL,COMPETENT SOIL.
OT17SWB 1O' 1O'-16' 6 OR PROPERLY COMPACTED STRUCTURAL FILL ALLOWABLE BOIL
-OR- BEARING PRESSURE IS 1000 PSF AT 12'BELOW GRADE.
10' 1$'-24' 8 _ 4. CONCRETE MINIMUM 26 DAY COMPRESSIVE STRENGTH,fc-2500 PSI.
QT24nPAD
p? 5. REINFORCING STEEL:A615,GRADE 40 OR GRADE 60.ALL REINFORCING
12' 12'-18' 6 --�-'--" ---
STEEL SHOWN TO BE CONTINUOUS MAY BE LAPPED A MINIMUM OF 38 BAR
12' 20'-24' 8 a ��� DIAMETERS OR 24•MINIMUM,WHICHEVER IS LARGER
SEISMIC DESIGN CATEGORY:B
1/2'"HILTIKWIKBOLT TZNOTES: � � / \/�`C� A. ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING
STAINLESS STEEL 3041.ANCHORS TO BE KWIK BOLT TZ,304 SS SLAB 1/2'DIA X7'LONG SIMPSON TITEN ANCHOR WITH WASHERS.
B. EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST 5'INTO THE
EMBEDMENT DEPTH=21/4" STEEL SHED REINFORCEMENT CONCRETE AND SHALL BE SPACED NOT MORE THAN FOC.
2.PROVIDE of 3"CLR. C. THERE SHALL BE A MINIMUM OF 2 BOLTS PER SOLE PLATE PIECE
MIN.EDGE DISTANCE=6" ASE OF THE BUILDING.THE REMAINING -j} PER NOTES BELOW WITHIBOLTLOCATEDNOTMORETHANIYNORLESSTHAN780LT
ANCHOR SPACING:RE:KWIKNCRETE ANCHORS EQUALLY SPACED ALONG THE v TYP•
BOLT ANCHORS TABLE,SHEET 3MIN) LENGTH OF THE BUILDING.(1/2 THE ro 8„ DIAMETERS FROM EACH END OF EACH PIECE.
REMAINING ANCHORS ON EA.LENGTH THICKEN S
SIDE EQUALLY SPACED). MIN.
O SIDEWALL BRACKET DETAIL ® CONCRETE FOUNDATION DETAIL ;II I///p/;
\\\ D I••f7jf
TUFF SHED Order#. P.O.# THESE DRAWINGS AND THE FLORIDA LICENSE PE#76 1 N s ':S ;TITLE DRAWING NO.
DESIGN ARE THE PROPERTY TUFF SHED,INC. ` P •.;
Customer: Drawn By: PK OF TUFF SHED,INC.THESE ENGINEERING DEPARTMENT FL-PR-SR-TR-01
DRAWINGS ARE FOR A SEALER'S PRINTED NAME o.768L5 DETAILS
Storage Buildings&Garages Date: 12/3/14 BUILDING TO BE SUPPLIED RICHARD J.WILLS,P.E. _ REV.LEVEL 01
Site Address: AND BUILT BY TUFF SHED. RICHARD WILLS ;
TUFF SHED,MFG.FACILITIES Checked By: ANY OTHER USE ISi-oi SHEET
FORBIDDEN BY BOTH TUFF 1777 S.HARRISON STREET •• TATE of ;Q FBC,5th EDITION(2014)
TAMPA.FL Date: SHED AND THE ENGINEER OF DENVER,COLORADO 80210 j�.p :c 0 R'10 P �� -
BU(Id(ng S(ze:wmrN.0 xo x-NucNT-snv. w - 165C
Scale: N.T.S. REcoRD (303)753-8833 EXT.5618
SEF(1' f �•���U9E `P� PAGE 3 OF 4
O 3X4 20 PLATES A2'
20 GA PLATES
T-0" 1 EACH SIDE % DE
d;1�/8 n 5'- 6'SPAN 8'SPAN
REACTIONS: REACTIONS:
12 MAX.VERTICAL:205 LBS. MAX.VERTICAL:255 LBS.
MAX.UPLIFT:-160 LBS. MAX.UPLIFT:-195 LBS.
04— NOTE: NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS. TRUSS MAY BE USED ON BUILDING LENGTHS
0 6'-0" UP TO 12FT UNLESS CEILING JOIST OR OTHER UP TO 14FT UNLESS CEILING JOIST OR OTHER
N 10'-0" TENSION TIE IS PROVIDED. TENSION TIE IS PROVIDED.
N
10'SPAN 12'SPAN
3X4 20 GA PLATES REACTIONS: REACTIONS:
MAX.VERTICAL:510 LBS. MAX.VERTICAL:630 LBS.
3X4 20 PLATES 1 EACH SIDE MAX.UPLIFT:-250 LBS. MAX.UPLIFT:-285 LBS.
1 EACH SIDE 6'-0" ,
�? 4'-0" 6-311/16" NOTE: NOTE:
4'21/2" 12 TRUSS MAY BE USED ON BUILDING LENGTHS TRUSS MAY BE USED ON BUILDING LENGTHS
12 Qa UP TO 20FT UNLESS CEILING JOIST OR OTHER UP TO 24FT UNLESS CEILING JOIST OR OTHER
Qa TENSION TIE IS PROVIDED. TENSION TIE IS PROVIDED.
m �
3X6 20 GA
° PLATES
ao
81-0. Ib 1 EACH SIDE
LO MAXIMUM DEFLECTION(12 FT.SPAN)
`n N V-0"
N VERT LL:0.06 in.
12'-0" VERT TL:0.08 In.
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(IPI 1-2007
TRUSSES TO BE SPACED @ 24"OC
MATERIAL TO BE 2X4 SOUTHERN PINE 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 7-10,155 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 IN
ICC-ES#ESR-1082. ACCORDANCE TO THE RECOMMENDATIONS OF THE LATEST VERSION OF THE SCSI. ��� P. ?V"
TUFF SHED Order#. P.O.# THESE DRAWINGS AND THE TUFF SHED,INC. FLORIDA LICENSE PE' 1 F TITLE DRAWING NO.
DESIGN ARE THE PROPERTY •I
Customer: Drawn By: PK OF TUFF SHED,INC.THESE ENGINEERING DEPARTMENT 0.76835 FL-PR-SR-TR-01
DRAWINGS ARE FORA SEALER'S PRINTED N&*.. '� TRUSS DETAILS
Storage Buildings&Garages Date: 1213114 BUILDING TO BE SUPPLIED RICHARD J.WILLS,P.E. — t REV.LEVEL 01
Site Address: AND BUILT BY TUFF SHED. RICHARD WILLS t ,
TUFF SHED,MFG.FACILITIES Checked By: ANY OTHER USE IS �'�' S.ATE of 'Q. SHEET /�
FORBIDDEN BY BOTH TUFF 1777 S.HARRISON STREET .�9 a 9, :`� FBC,5th EDITION(2014) 'T
TAMPA,FL Date: SHED AND THE ENGINEER OF DENVER,COLORADO 80210 �/�O O a i o;�L��
Building Size:wm x.�u mH-neicMr-SO.Fr.WEw 155C
Scale: N.T.S. REcoaD (303)753-8833 EXT.5618 SE/iSYj• T ATE PAGE 4 OF 4