HomeMy WebLinkAboutEngineering PRODUCT APPROVAL COVER SHEET Permit#
TUFF SHED INC—STATE OF FLORIDA—CBC 1253645
As required by Florida Statue 553.842 and Florida Administrative Code 96-72m
Please provide the information an approval numbers for the building components listed below if they will be utilized on the building
or structure.
FL approved products are listed on line at www.floridabuilding.org or can be obtained from the local product supplier.
Product Type County use , Manufacturer Model#/Series FL Product Appr.#or Miami/Dade NOA
Siding LP Corp Panel FL9190.5
James L Hardie Panel FL10477.1
Floor Vents Flood Solutions LLC Foundation FL17588
Window—Single Croft LLC Series 96 FL15585.1
Fixed Transom Innovations Inc. FL17667
Roof underlayment Woodland FL17206.2
Industries
Metal Roofing Thomas Arch Metal TM Rib FL5218.1
Company
Metal Roofing Thomas Arch Metal 5V Crimp FL5218.2
Company
Asphalt Shingles Owens Corning Oakridge FL10674.1
All products listed are per Florida Building Code 2014
I
� a
75
210
Applicant has been advised NO structures
can be erected within any easement or
right of way unless oth rwilse approved.
Applicant Initials
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.I):V E= 155 LUMBER SIZE,TRUSS SPACING
V, = 120 AND PLATE SIZE TOENNLWRH(3)
EXPOSURE: C 16D NAILS.(2)ONE
ROOF LIVE LOAD: 20 PSF /�COLLAR TIE REQUIRED ONLY AT 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
IMPORTANCE FACTOR:(M): 1_ CORNING OAKRIDGE 30 YEAR
0 Q 4 SHINGLES-FL10674-RID
RISK CATEGORY: �
COMPONENT AND CLADDING: ROOF:31 PSF(ZONE 1) -OR-
WIND PRESSURE(Ps1)(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(ZONE 5) METAL ROOFING-FL5218-R2
INTERNAL WIND PRESSURE COEFFICIENT: 10_18 SEE THE TRUSS SIMIDEATEPSON 6APLATE ON
(ENCLOSED BUILDING) -0_18 E w CONNECTION INSIDE AT EACH RAFTER
a, x DETAIL-DETAIL 2 WALLTOPPLATES
FLORIDA BUILDING APPROVAL NUMBERS-
1.WINDOWS BY CROFT LLC- FLORIDA BUILDING APPROVAL < WALL FRAMING TO BE
#FL15585-R2. 3 2x4 SPF#2 OR BETTER SIDING
2.LP SMARTSIDE SIDING-FLORIDA BUILDING APPROVAL#FL9190.6. SEE SHEET 3 FOR STEEL FLOOR WITH Q 16"O.C.
3.SHINGLES BY OWENS CORNING-FLORIDA BANCHOR DETAIL OR FOUNDATION DETAIL BUILDING APPROVAL IF BUILDING IS LOCATED STUDS
#FL10674-R10. IN A FLOOD ZONE THEN
4.ROOF UNDERLAYMENT BY WOODLAND INDUSTRIES INC.- UP TO 12'WIDE I FLOOD VENTS AND PRESSURE
FLORIDA BUILDING APPROVAL 9817206.2. I— TREATED STUDS ARE REQUIRED-
S.THOMPSON ARCHITECTURAL METALS CO.METAL ROOFING- ONE SO INCH VENT, O TRUSS TO WALL
CONNECTION DETAIL
FLORIDA BUILDING APPROVAL#FL521 8-R2. 1 BUILDING SECTION FOR EVERY ONE SO FT
6.INNOVATIONS MANUFACTURING)INC.TRANSOM WINDOWS- .ws ua OF BUILDING
FLORIDA BUILDING APPROVAL#FL17667.
7.FLOOD SOLUTIONS,LLC FLOOD VENTS(IF REQ'D}
FLORIDA BUILDING APPROVAL#FL17588.1. -
HEADER NAILINGDOUBLE TOP PLATE DOUBLE TOP PLATE KING SND CRIPPLE STUD
:
HEADER TO STUD-4-16d END NAI�DOUBLED HEADER
-16d @ 16'STAGGERED FACE NAIL CRIPPLES(IF REQ.) CRIPPLES(IF RED.)
NAILING: HEADERS FOR HEADERS FOR
OPENINGS UP TO V-O'
OPENINGS UP TO T-G` USE(2)2x4 SPF#2
REFER TO SHEET 2 FOR WALL AND ROOF SHEATHING NAILING. USE(2)2x4 SPF 92 OPENINGS 4'-1'TO V-0'
USEN(2 _
MAX WALL HEIGHT FOR EACH SHED: 2x4 WINDOW SILL )2x6 SPF#2
8
SR600-5'-81/4"(681USE(2)2x8 SPF#2
!4') FLOOR DECKING ING STUD TRIMMER STUD
TR700-6'-81/4"(80114') TRIMMER HEADERS FOR:
PR-6'-4112'(76112') BASE PLATE BASE PLATE OPENINGS UP TO V-0"USE(2 2x4 SPF#2
KING STUD FLOOR DEC G OPENINGS 6'-1"TO 8'-0'USE(2)2X6 SPF#2
FOR OPENINGS UP TO 8'-0' REFER TO THE DOOR DETAIL(SHEET 2)FOR
FOR WINDOW OPENINGS UP TO T-T THE DOOR DESIGN
3WINDOW HEADER DETAIL 38 DOOR HEADER D I IT 1111, 4 HEADER DETAIL FOR
FOR SIDE WALLS O FOR SIDE WALLS �� !/i/ END WALLS
TUFF SHED Order#. P.O.# THESE DRAWINGS PROP RT 7VPF SHED,INC. FLORIDA LICENSE PE TITLE DRAWING NO,
DESIGN ARE THE PROPERTY
Customer. Drawn By:PK OF TUFF SHED.INC.THESE ENGINEERING DEPARTMENT y °-76835 FL-PR-SR-TR-0
DRAWINGS ARE FORA SEALER'S PRINTED Np'ME'I * .;Td BUILDING SECTIONS
Storage Buildings&Garages Date: 1213114 BUILDING TO BE SUPPLIED RICHARD J.WILLS,P.E. :.
Site Address: AND BUILT BY TUFF SHED. RICHARD WILLS -HEADER FRAMING DETAILS REV.LEVEL 01
TUFF SHED,MFG.FACILITIES .,�arr.un. Checked By: ANY OTHER USE IS rxrr_ov
FORBIDDEN BY BOTH TUFF 1777 S.HARRISON STREET �O,c.. o R I o F;'��Q� FEC,5th EDITION(2014) SHEET
rAurAn Building Siza:wom.a,�, Data: SHED AND THE ENGINEER OF DENVER,COLORADO 80210 ^ENG�r����� 155C
..Scale: N.T.B. RECORD (303)753-8833 EXT.5618 SE!((j! Y�7ATE
PAGE 1 OF 4
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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. MINTOTAL WALLS END SIDE MAX. MIN TOTAL
DOOR HANDLE AND ST BEING WALL WALL OPENING COMBINED BEING WALL WALL COMB. COMBINED
USED WIDTH LENGTH EDGE NAILING (NOTE 2) SHEAR WAL 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
INSTRUCTIONS.USE q8 z 2-114• fi' 6'-18' Bd NAILS @ 6'O.C. 0' fi'-1 B' iv
6' 8d NAILS @ 6'O.C. SEE NOTE 3
SQUARE DRIVE WOOD SCREWS. g' g•-P4' Bd NAILS @ 6'O.C. 0' V-24' 8'•9' 8d NAILS @ 4'O.C. SEE NOTE 3
BOLT LATCH ON FIXED DOOR FOR
ATTACH STRIKE PLATE WITH(3) 10` 10'-24' ed NAILS @ 6'O.C. 0' 10'-24' 10'-12' 8d NAILS @ 6'O.C. 0' 6'
AT�TggACH(11 BOLTLATCH AT THE TOP AND SCREWS DARE ORNE WOOD 17 17-24' dNAIL@ 'O.C. 0' 12'-24' 14'-1B' Bd NAILS @ 4'O.C. 0'�D(ED DOLOAR ATTACH EACH SOL LATCH MIN 2'-0"RTN WALLS ON EACH END OF WALL- •MIN 2'-0"WALL SEGMENT W-24' 8d NAILS @ 6'O.C. 0'ASSEMBLYWITH`4 p8z 2SQUARE 8' BdNAUP TO 1T 4' 10'-24' Bd NAILS @ 6'O.C.DRIVE WOODSCREWS. 8' '-q' 8d NAILS 6'O.C. UPTO 12' IV 17.24' 8d NAILS @ 6'0. a 12'
10` 4' Bd NAILS 4'O.C. UP TO 12' 4' -MIN T-0"RTN WALLS ON EACH END OF WALL- -MIN 2'-0"WALL SEGMENT
12' 12'-24' ed NAILS 4'O.C. UP TO iT 4'
E 6 SEE NOTE 3
B AILS 6' S31 TRE:NOTE 6
1.
ROOF SHEATHING 7116•'OSB) 6' WAS, Bd NAILS 4'O.C.B8 2'RE:NOTE 6
tj WIDTH LENGTH FIELD NAILING EDGE NAILING 8' 8d NAILS 6.O.C. 3' 51
EXTERIOR DOOR SHEATHING 6' V-18' 80 LS @ 4 O.C. 8d NAILS @ 4'O.C. IT ' 8d NAILS 4.O.C: T
DOUBLE DOOR ASSEMBLY 3/8'SMARTSIDE OR 3/8"SMARTSIDE 8' 8'-24' Bd NAILS @ 4'O.C. 8d NAILS @ 4'O.C. 8' ' 8d NAILS 3'O.C. 3'
B TOP VIEW WITH FOIL BACKER 10' 10'•24' So NAILS @ 4°O.C. Btl NAI S Q 4'O.C. 8' 8'-10' Bd NAILS 6'O.C. 4' 4'
,.G,._... INTERIOR DOOR SHEATHING 12' 12'-24' Bd NAILS @ 4"O.C. Btl NAILS @ 4'O.C. 8' -I2'-1fi' gtl NAILS 4° .C. 4' 4'
7116°OSB OR 7/16'OSB WITH 8' 18'-24' 8d NAILS @ 3'O.C. 4' 4'
NOTES: 10' 10'•22' 8d NAILS W O.C. 3' 7'
BOLT LATCH ON FIXED FOIL BACKER 1.USE Bd RING SHANK NAILS W/A MIN SHANK DIAMETER 10` 24' 8d NAILS 4'O.C. 3' T
DOOR FOR DOUBLE DOOR OF 0.131"AND A LENGTH OF 212". 10` 10`.18, 6'
10'_
0` 20`-24' 8d NAILS 4"O.C. 4' 6'
WHEN THE FIXED DOOR IS ,
CLOSED AND BOTH BOLT 10' 1-1 8d NAILS 6'O.C.
LATCHES ARE ENGAGED,THE 10' 1T-18' Bd NAILS @ 4.O.C. 6' 4'
TOP BOLT LATCH WILL REST HINGE ATTACHMENT 21Y-24' 8d NAILS W O.C. 6' 4'
AGAINST THE INSIDE EDGE OF
THE HEADER AND THE BOTTOM 1T 12'-24' 4' 8'
BOLT WILLREST IN A 131 TUFF SHED HINGES 6,
PRE-DRILLEDMOLE IN THE PER DOORIDOOR
FLOOR DECKING PANEL FILL EVERY 7 - 6'
HOLE II4 HINGE WITH 12' 12'-8' B' 4'
q8 z 2.114'SQUARE
DRIVE WOOD SCREW. 12' 20'-24' 8' 4'
DOOR THRESHOLD TABLE NOTES:
1.NAILING IS FOR 318'SMARTSIDE PANEL OR 318'SMARTSIDE WITH FOIL BACKER
2.NO SINGLE OPENING GREATER THAN V
DOUBLE DOOR ASSEMBLY HINGE ASSEMBLY 3.'6'WIDEX6'-9'LENGTH BUILDINGS AR ASEDON3SIDEDDULPHRAGM.
O SIDE VIEW O FRONT VIEW THE END WALL OPPOSITE OF THE OP NTNG MUST BE FULLY SHEATHED,IN THE
3-SIDED DIAPHRAGM CASES.THE E WALL WITH THE OPENING DOES NOT HAVE
•�..•..+. """•+a A MIN.RETURN WALL ON EACH SIO F THE OPENING.
4.USE RING SHANK NAILS WITH A SH DIAMETER OF 0.11W AND A LENGTH OF 210.
DOORS: 5.FIELD NAILING FOR 3/8'SMARTSIDE• d @ 12'O.C.
STANDARD DOOR CONSTRUCTION FOR TUFF SHED DOORS 6.ON THESE BUILIONGS 6' 10'-B'T 3'DOOR IN THE END WALL WILL NEED TO BE
UP 7047°x001/4°ON SINGLE HUNG DOORS AND96'x80114° OFFSET.THERE WILL A AN ON ONE SIDE AND A VPANEL ON THE OTHER SIDE
ON DOUBLE DOORS EXCEED ALL I LOAD REQUIREMENTS FOR OFT HE DOOR.
THE LOAD CRITERIA ON SHEET 1! 7.(BS)-DESIGNATES W T ED TO BE SHEATHED ON BOTH SIDES.
1 111 I
Order 0, P.O. THESE DRAWINGS AND THE FLORIDA LICENSE PE N76 p, ;I;( i�i4 TITLE DRAWING NO.
TUFF SHED OF TUU SED,INC.PROPERTY
TUFF SG DE INC. E
Customer. Dmwn By:PK OF TUFF SHED.INC.THESE ENGINEERING DEPARTMENT FL-PR-SR-TR•O'
DRAWINGS ARE FORA SEALER'S PRINTED NA#: DOOR DETAILS
Stora Q Buildings&Garages Date: 1213/14 BUILDING TO BE SUPPLIED RICHARD J.WILLS,P.E. 7 -5 REV.LEVEL 01
B B g Site Addmss: AND BUILT BY TUFF SHED. RICHARD WILLS = 1 * i* NAILING REQUIREMENTS
&UFFSHED.MFG.FACILITIES .,•on.mn. Checked By. ANY OTHER USE IS
.j SHEET
FORBIDDEN BY BOTH TUFF 1777 S.HARRISON STREET FBC,5th EDITION(2014) 2
TFHPAR Date: SHED AND THE ENGINEER OF DENVER,COLORADO 80210 i9 TATE of Tz
Building Sae:,.m•.u,an„ RECORD. (303)753.8833 EXT.5618 pp ' 155C
.�.Scale: N.T.S. ���R�•� PAGE 2 OF 4
+////llllllllll��
#12-14X 3•HEX HEAD
SELF-DRILLING SCREWS \ 1.STEEL SHED FOUNDATION: pl AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES
314'APA OR TECO RATED `I 600T725-054-16 GAUGE STEEL TRACKS G140 ZINC COATED 2X4X2' SIDING PART NUMBERS:
T&G FLOOR DECKING. 600S737.054-16 GAUGE STEEL JOISTS G140 ZINC COATED BLOCK OT3544GPMP-51W X36•(36'IMBED)GALVANIZED AUGER
@24.O.C. ATTACH BRACKETTO OT17SWB-SIDEWALL BRACKET FOR USE WITH THRU BOLTS
2X6 STEEL JOISTS (SUPPLIER:ALLIED STUDCO(JOIST:6008137-054/TRACK: STUD THRU HOLE IN REPORT NO.LO.FJ90129-A
@ 24°OC f -1600T125-054)ICC ER-4943P. ANCHOR PLATE WITH -OR-
#10 X 314'PAN
2.3/4"APA OR TECO RATED TONGUE AND GROOVE FLOOR z 318'0 x 4'CARRIAGE OT24SWBSIDEWALL BRACKET FOR USE WITH THRU BOLTS
�..) I I 1 DECKING.24•MAX PANEL SPAN. STAGGER PANEL LAYOUT. BOLT AND LOCKNUT REPORT NO.LO-FJ90129-8
HEAD SELF-DRILLING 3.FASTEN FLOOR DECKING TO JOIST&TRACKS USING 1cI WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS
SCREWS(2 PER TAB) •F #8 x 1-518'ZINC PLATED SCREWS @ 12'O.C. CORNER STUD WITH THE MAXIMUM LOAD OF 5,080 LBS
VENT HOLES @ 24"OC. NO BLOCKING REQUIRED.ALL EDGES SHALL LIE ON FLOOR
OPTIONAL LEVELING BLOCKS ( JOISTS.STAGGER PANEL LAYOUT PER APA CONDITION ON,
4.FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO JOISTS AUGER ANCHORS
2X8 STEEL TRACK EACH END OR TRACKS WITH#12.14 X 3°GALVANIZED SELF-DRILLING SND 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 o 8' 8'-24' 4 ANCHORS
WIDTH SPACING CONTINUOUSLY SUPPORTED.50 PSF FOR JOISTS ON BLOCKS rn 10' 10'-24' 4 ANCHORS
6'-17 B"O.C. AS SHOWN. lz 12'•24' 4A.HC
RS
6.USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL - STUD
BUILDING: SIDING 4-ANCHORS PROVIDE(1)AT EA
CORNER OF THE BUIL I G.
SUGGESTED SIZES:2•x 8'x 16',4•x B'x 16',OR 8•x B'x 16". TRIM
BLOCKS UNDER JOISTS SPACED @ B'-W O.C.MAXIMUM. -��
STEEL SHED BASE DETAIL END WALL
1 ...••°,a BLOCKS UNDER TRACK SPACED @ 4'-0'O.C.MAXIMUM.
ANCHOR BRACKET
TO BE FLUSH WITH
AUGER ANCHOR DETAIL EDGE OF TRIM
SIDING UNHEATEDSPACE
STUD I O
TRIM (INTO CONCRETEI ANCHOR BOLT& CONTINUOUS FOOTING NOM
E:DETAIL 3SHEET 3 P.T.SILL PLATE 1. TOPOFSLABTOBEB'NW.ABOVEGRADE SLAB REBffORCEMEM SNALL
3/8'NYLON WIDTH LENGTH QTY PER NOTES BELOW SEWN MYHAYNIA.LOCATEATMWLEPTHOFSLAE
318'CARRIAGE LOCK NUT 6' e'-10' fi -0R-
6' 12'-18' 8 #4 CONTINUOUS SLAB RES 153.EMEM SNALLENBEOUILOS DISH1800RBLENOEO
BOLT(GRA0E 2) THROUGH CON.REIT EBHSNOOUND E1R CUSC0UN6OF NLY
CGN
z BASEPLATE 8' 6'-20 8 p,+ 13/4 TOP 8BOTTOM ALL FOOTING
CONCRETE HALL BE POUND COS ARD HDR CONCRETE
2. ALLFOOPOURINRMSSHALLEE INSPECTED FOR BIZEAND REINFORCING
8' 18'-20' 8 U FINISH CONCRETE FLOOR FOOTINGS
OOTIN SSHING CONCRETE
FLOOR PLY $' 22'-24' 10 GRADE l OR PROP9LYCONARONUNmUCTURL NATURAL COMPETENT Sol SDR.
OT77SWB O ORPROPERLY COMPACTED STRUCTURAL FILL ILLLOWABLE SOIL
!-OR- 10' 10'-16' fi BEARI
OT24SWB 10' 18'-24' 6 Z n 4. CONICNRETENx NUM28GPRESSUREISH0 YPGOMPRESSNEESSTRENGTKrc� 0PSL
12' 12'•18' 6 q • 1 MWFORCWGSTEEL:A815,GRADE40ORGRAOE®.ALLRFAhORGNG
6° 0 1T 20'-24' B �� STEELSHO MBECONTDIUOUSMAYBELAPPEDAMW08UMOF>BAR
DIAMETERS OR24'MW WOµVIWCHEVERIS LARGER.
112"HILTI KWIK BOLT TZ SEISMIC DESIGN CATEGORY:B
NOTES: A ATTACHPRESSURETREATED SOLE PLATETOTHEFOOTING USM
STAINLESS STEEL 304 1.ANCHORS TO BE KWIK BOLT TZ,30488 SLAB 1 UAXrU0NGSWSONTITENANCHORY WA5HERS.
EMBEDMENT DEPTH ST EL 3041/4' B. EXPANSION BOLTS SWILL BE EMSEDDEDATLEASTS'MOTHS
STEEL SHED 2_PROVIDE(1 ANCHOR AT EA CORNER d REINFORCEMENT CONCRETE ANOSHALL BE SPACED NOT MONETNANa00
MIN.EDGE DISTANCE=6° BASE OF THE BUILDING.THE REMAINING 3°CLR. PER NOTES BE OW C. THERE SHALLBEAMWIMUMOF2BOLTSPERSOLEPIATERECE
ANCHOR SPACING:RE:KWIK 4"CONCRETE ANCHORS EQUALLY SPACED ALONG THE O TYP. WRH IBOLTLOGLTEDNOTMORETNANI2'NORIESSTHALITBOLT
BOLT ANCHORS TABLE,SHEET 3 PAD(MIN) LENGTH OF THE BUILDING.(12 THE n 8° DIAMETERSFROM EACH ENDOF EACHPIECE.
BIDE EQUALLYC ORS O,N EA LENGTH THICKEN S
MIN.CONCRETE FOUNDATION D
SIDEWALL BRACKET DETAIL
O— 1aI 4 ETAIL \ ;11 )ru111j
O�. p p r. /q
TUFF 5 H E D Ode""
P.O.# THESE DRAWNGS AND TUFF SHED,INC. FLORIDA LICENSE PE#76 N sF.-:p'TITLE DRAWING NO.
ARE
DESIGN ARE THE PROPERTRT Y
Customer. Drawn By:PK OF TUFF SHED.INC.THESE ENGINEERING DEPARTMENT FL-PR-SR-TR-01
DRAWINGS ARE FOR A SEALER'S PRINTED NAh�'H:x °'768x5 DETAILS
Storage Buildings&Garages Site Address: Date: 1213114 BUILDING TO BE SUPPLIED RICHARD 7 WILLS P E REV.LEVEL 01
ANO BUILT BY TUFFSHED. RICHARD WILLS _
TUFF SHED,MFG.FACILITIES .,xrn.mn. Checked By. ANY OTHER USE IS G-oi i SHEET �]
TAMPAR Date: FORBIDDEN BY BOTH TUFF 1777 S.HARRISON STREET 9 qo; *•TE o�., FBG 5th EDITION(2014) J
Building Slze.*_.M,m„ SHED AND THE ENGINEER OF DENVER,COLORADO 80210 A` OR1O fir,��
.�..Scale: N.T.S. RECORD (303)753-8833 EXT.5618 155C
SFJEVjj f7UIBLi 'f� PAGE 3 OF 4
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3X4 20 PLATES 3X4 20 GA PLATES
3'.0^ 1 EACH SIDE °i,N 1 EACH SIDE
5 U° 6�1176° REA61 CTIONS: REACTIONS:81
44 �� MAX.VERTICAL:205 LBB. MAX.VERTICAL:255 LBS.
MAX.UPLIFT:-160 LBS. MAX.UPLIFT:-195 LBS.
0 18'0° NOTE: NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS TRUSS MAY BE USED ON BUILDING LENGTHS
N 6'-0° UP TO 12FT UNLESS CEILING JOIST OR OTHER UP TO 14FT UNLESS CEILING JOIST OR OTHEF
N H 101'0° TENSION TIE IS PROVIDED. TENSION TIE IS PROVIDED.
N
10'SPAN 12'SPAN
3X420 GA PLATES REACTIONS: REACTIONS:
3X4 20 PLATES 1 EACH SIDE MAX.VERTICAL:510 LBS. MAX VERTICAL:630 LBS.
1 EACH SIDE MAX UPLIFT:-250 LBS. MAX UPLIFT:-285 LBS.
4'-0' 6"31 1116° NOTE: NOTE:
9.z 112• 12 TRUSS MAY BE USED ON BUILDING LENGTHS TRUSS MAY BE USED ON BUILDING LENGTHS
12 D4 UP TO 20FT UNLESS CEILING JOIST OR OTHER UP TO 24FT UNLESS CEILING JOIST OR OTHE
TENSION TIE IS PROVIDED. TENSION TIE IS PROVIDED.
w P°
3X6 20 GA
PLATES
1 EACH SIDE
MAXIMUM DEFLECTION(12 FT.SPAN)
N N V-0.
VERT LL:0.06 in.
VERT TL:0.08 in.
DESIGN LOADS:
TOP CHORD LIVE LOAD=20 PSF
TOP CHORD DEAD LOAD=16 PSF
COLLAR TIE DEAD LOAD=5 PSF
NOTES:
FBC,5111 EDITION(2014)
ANSVTPI 1-2007 -
TRUSSES TO BE SPACED @24°OC
MATERIAL TO BE 2X4 SOUTHERN PINE GRADE a2 OR BETTER
PLATES ARE TO BE PRESSED IN THE WOOD PER TPI.
REP MEMBER INCREASE:YEB
LUMBER D.O.L.:1.25
WIND:
ASCE 7-10.155 mph,Exposure C.D.01 1.60
PLATES ARE MANUFACTURED BY EAGLE METAL PRODUCTS, ALL PERSONS FABRICATING,HANDLING,ERECTING OR INSTALLING THIS TRUSS ARE TO DO SO IN \11NI 1111117,.
ICC-ES#ESR-1082. ACCORDANCE TO THE RECOMMENDATIONS OF THE LATEST VERSION OF THE SCSI.
TUFF SHED Omera. P
.O. THESEDRAWINGSAND THE �Ipp SHED,EIC. FLORIDA LICENSE PE_ s'• TITLE DRAWING-T
DESIGN ARE THE PROPERTY
Customer. OF TUFF SHED,INC.
THESE ENGINEERING DEPARTMENT 0.76835 FL-PR-SR-TR-0'
DRAWINGSAREFORA SEALER'S PRINTED N!$A ••) TRUSS DETAILS
Storage Buildings&Garages BUILDING TO BE SUPPLIED RICHARD I.WILLS;P.E. RICHARD WLLS -_ REV.LEVEL 01
Site Addrew: AND BUILT BY TUFF SHED.
TUFF SHED,MFG.FACILITIES .,mn.mn. ANY OTHER USE IS '.o• sT•rs ov :2� SHEET
FORBIDDEN BY BOTH TUFF 1777 S.HARRISON STREET 9 < H 4, FBC,5th EDITION(2014) /)
TpA1P&n Building S'ux:.0m.�.mx SHED AND THE ENGINEER Of DENVER,COLORAD080210 q��i •C'o a` •'IN `` 155C —r..0„ . RECORD (303)753-8833 EXT.5618 S qTE PAGE 4 OF 4
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