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 913-72m
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.floridabuildine.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 Tansom 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
NOT ILDINGCODE: I UNINHABITED UTILITY SHED UP TO 12'WIDE x UP TO 24'LONG
1.BUFLORIDA BUILDING CODE,5th EDITION(2014) SR600,TR700, PR .
BUILDINGS ARE NOT FOR HIGH-VELOCITY HURRICANE ZONES(HVHZ)
2.DESIGN LOADING: I OVERHANG OPTIONS REFER TO THE TRUSS DESIGN FOR
WIND SPEED(T1609.3.1):m= 155 LUMBER SIZE,TRUSS SPACING
V..= 12 AND PLATE SIZE TOE NAIL WITH(3)
EXPOSURE: C 16DNAJ S,T!)ONE
ROOF LIVE LOAD: 20 PSF COLLAR TIE REQUIRED ONLY AT SIDE,(II 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:(I..): 1_O CORNING OAKRIDGE 30 YEAR
RISK CATEGORY: I
Q4 SHINGLES-FL10674R10
COMPONENT AND CLADDING: ROOF:31 PSF(ZONE 1) -OR-
(p f)( 67 PSF(ZONE 2.31 ARCHITECTURAL
METALS CO. N
WIND PRESSURE s ASD VALUES) ARCHITECTURAL METALS CO.
(BASED ON IO SOFT) WALL:- 34 PSF(ZONE 41 METAL ROOFING 42 PSF(ZONE 5) SIMPSON X2.6A PLATE ON
INTERNAL WIND PRESSURE COEFFICIENT: -0_18 SEE THE TRUSS IMPSONNSIDE T.SA PL EACH PIER
(ENCLOSED BUILDING) -0_78 w CONNECTION
FLORIDA BUILDING APPROVAL NUMBERS— ?� DETAIL-DETAIL2 WALL TOP PLATES
1.WINDOWS BY CROFT LLC- FLORIDA BUILDING APPROVAL WALL FRAMING TO BE
#FL15585-R2. 3 2x4 SPF#2 OR BETTER SIDING
r- SEEET 3 FOR STEEL FLOOR WITH2.LP SMARiSIDE SIDING-FLORIDA BUILDING APPROVAL#FL9190.6. DETAIL OR FOUNDATION DETAIL @ 16'O.C. STUDS
3.SHINGLES BY OWENS CORNING!-FLORIDA BUILDING APPROVAL IF BUILDING IS LOCATED
#FL10674-R10. IN A FLOOD ZONE THEN
4.ROOF UNDERLAYMENT BY WOODLAND INDUSTRIES INC.- II UP TO 12'WIDE FLOOD VENTS AND PRESSURE
FLORIDA BUILDING APPROVAL#FL77206.2. r TREATED STUDS ARE REQUIRED- TRUSS TO WALL
5.THOMPSON ARCHITECTURAL METALS CO.METAL ROOFING- ONE SQ INCH VENT 2 O CONNECTION DETAIL
FLORIDA BUILDING APPROVAL#FL5218-R2. BUILDING SECTION FOR EVERY ONE SQ FT
6.INNOVATIONS MANUFACTURING,INC.TRANSOM WINDOWS- 1 v.�.r,. OF BUILDING
FLORIDA BUILDING APPROVAL#FL17667.
7.FLOOD SOLUTIONS,LLC FLOODVENTS(IF REQ'D}
FLORIDA BUILDING APPROVAL#FL17588.1. CRIPPLE STUD
DOUBLE TOP PLATE KING STUD
HEADER NAILING: DOUBLE TOP PLATE
HEADER TO STUD•4-16d END NAIL DOUBLED HEADER
-16d @ 16'STAGGERED FACE NAIL CRIPPLES(IF REQ.) CRIPPLES(IF REQ.)
NAILING: HEADERS FOR HEADERS FOR
OPENINGSUPT04 °
OPENINGS UP T0
REFER TO SHEET: FOR WALL AND ROOF SHEATHING NAILING. 3'-0' USE )2x4 SPF#2
(2
USE(2)2x4 SPF#2 OPENINGS 4'-1'TO -0'
USE(2)2x6 SPF#2
MAX WALL HEIGHT FOR EACH SHED: 2x4 W;iJDOW SILL USE(2)OPENINGS8 SPF#2 '- 0•
SR800-S-8 174°(681/4')
TR70D-6'-8 14°(801/4') FLOOR DECKING ING STUD TRIMMER STUD
TRIMME HEADERS FOR:
PR-6'-0 12'(7612°) BASE PLATE BASE P OPENINGS UP TO 8'-0°USE(2)2x4 SPF#2
KING STUD FLOOR I G OPEN NGS G-1' -0
TO B' 'USE(2)2X6 SPF#2
FOR WINDOW OPENINGS UPT03'-0' FOR OPENINGS UPT000 REFER TO THE DOOR DETAIL(SHEET 2)FORTHE DOOR DESIGN
WINDOW HEADER DETAIL DOOR HEADER 1 0111111" HEADER DETAIL FOR
3 FOR SIDE WALLS 3B FOR SIDE WAL „Wj 4 END WALLS
TUFF SHED Oder# PO# TH BE DESIGN ARE THE
THE FLORIDA LICENSE P= 5 ` TIRE .,. DRAWING NO.
DESIGN ARE THE PROPERTY TUFF SHED,INC. Na 76835
Customer. Drawn By.PK OF TUFF SHED.INC.THESE ENGINEERING DEPARTMENT •°l*_ FL-PR-SR-TR-01
DRAWINGSAREFORA SEALER'.PRIM I hu gAM: * _ BUILDING SECTIONS
Date: 1213114 BUILDINGTOBESUPPDED HEADER FRAMING DETAILS
Storage Buildings&Gara&s Site Address: RICHARD J.WILLS,P.E. REV.LEVEL 01
&UFFSH ED.MFG.FACILITIES AND ANY OTHER USE IS SHED. RICHARD WILL. 9: eTATE DF 'Q.
1777 S.TANPA.R Building Size:.m,,..w�,.,ma,,.m.c Date ked By. SHEDFORB ANOTHE ENG EER of DENVER,BY BOTH TUFF COLORADO 8D 0 'N STREET ,'��0"7 O'NAL ENG�a�`` PBC,5th EDITION(2014) SHEET
..0 Scale: N.T.S. RECORD (303)753-8833 EXT.5618 .EA�/f/�ItSl1RH11 E/ ATE 155C 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
MK MAX.
WALLS END SIDE COMB. MIN TOTAL W END SIDE MAX. MIN TOTAL
DOOR HANDLE AND STRIKE BEING WALL WALL OPENING COMBINED BEING WALL WALL COMB. COMBINED
BERT- USED WIDTH LENGTH EDGE NAILING (NOTE 2) SHEAR WALL USED WIDTH LENGTH EDGE NAILING OPENING SHEAR WAL
�SINGLE DOOR ASSEMBLY INSTALL DOOR HANDLE PER NO OPENINGS ALONG THE WALL NO OPENINGS ALONG THE WALL
TOP VIEW MANUFACTURER'S
INSTRUCTIONS.USE a8 x 2-114' 6' 6'-18' 8d NAILS 6'O.C. 0' 6'-18' '6' 6' =.Al
6'O.C. SEE NOTE 3
BOLT LATCH ON FIXED DOOR FOR SQUARE DRIVE wooD SCREWS. g• 8'-24' ad NAILS 6'O.C. 0' 8'-24' '6 B'•9' I
4'O.C. SEE NOTE 3
ATTACH STRIKE PL,
WITH(3) 10' 10'-24' ad NAILS(a]6'O.C. 0' 10'-24' 6' 10'-17 6'O.C. 0' 6'
x8 x T SQUARE DRNE WOOD 17 12'_24' 8d NAILS®6.O.C. 0' 12'-24' 6' 14'-1B' 4'O.C. 0' 6'
ATTACH(11 BOLT LATCH AT THE TOP AND SCREWS.
((1 BOLT LATCH AT THE BOTTOM OF THE B' 8'-24' 6'O.C. 0' 8'
D DOOR ATTACH EACH BOLT LATCH MIN 2'-0"RT.WALLS ON EACH END OF WALL- •MIN TO WALL SEGMENTASSEMBLY WITH(4 aB x 2-114'SQUARE 8' 6'-8' Bd NAILS 6'O.C. UP TO 1T 4' 10 10'-24' 6'O.C. 0' 10'
DR
NE WOOD SCREWS. 8' B'-2' Bd NAILS 6-Of UP TO 12' 4' 17 17-24' Bd NAILS(a)6'O.C.
1tr Bd NAILS 4.O.C. UP TO 1Y 4' -MIN 2'-0"RTN WALLS ON EACH END OF WALL- •MIN 2'-0"WALLSEGMENI
17 17-24' Bd NAILS 4.O.C. UP TO 17 4'
SEE NOTE:
i 8 S 6' BS 2'RE:NOTE
ROOF SHEATHING 7116"OSB) 6' 14•-18' 8 NAILS 4.O.C.BS 2'RE:NOTE
WIDTH LENGTH FIELD NAILING EDGE NAILING B' 8'-W ad NAILS 6"O.C. T
EXTERIOR DOOR SHEATHING 6' 6'-18' Bd S®12'O.0 8d ALS 94'O.C. 8' 16'- Bd NAILS 4"O.C. 3' 51
O DOUBLE DOOR ASSEMBLY 318'SMARTSIDE OR 318•SMARTSIDE 8' 8'-24' 8d NAILS®12'O.0 ad NAILS Q 4.O.C. 8' , ad NAILS 3'O.C. 3' '
WITH FOIL BACKER 10' 10'•24' Btl NAILS(9 12.O.0 Bd NAILB®4'O.C. B' U-10' Bd NAILS G'O.C. 4' N
B TOP VIEW ' 17.16' 8d NAILS 4'O.C. 4' 4'
w,a.ral INTERIOR DOOR SHEATHING 17 12'-24' 8dNAIL: @ 12'O.0 Bd NAILS®4'O.U.OC
8' 1B'-24' 8d NAILS A 3'O.C. 4' T
7/16'OSB OR 7l16'OSB WITH NOTES: 10'-27 Bd NAILS 6'O.C. 3' T
FOIL BACKER 1.USE 8d RING SHANK NAILS W/A MIN SHANK DIAMETER
BOLT LATCH ON LE 0 10' 24' 8d NAILS 4'O.C. 3' T
DOOR FOR DOUBLE DOOR OF 0.131"AND A LENGTH OF 21R". 1O 10'-18' d A 6'
WHEN THE FOQ73 DOOR 18
10' 20'-24' 8d NAILS 4'O.C. 4' 6'
CLOSED AND BOTH BOLT 10 10' Bd NAILS 6'O.C.
LATCHES ARE ENGAGED THE 10' 12-18' ad NAILS 4'O.C. 6' 4'
TOP BOLT LATCH WILL RAST HINGE ATTACHMENT -4 8d NAILS 3'O.C. 6 4'
AGAINST THEiINSIDE EDGE OF
THE HFAOERIAND THE BOTTOM 17 17-24' 4' B'
BOLT WILLREST IN A3 TUFF SHED HINGES
PIR DOORIDOOR
PRE-DRILLED HOLE IN THE 2'- 6'
FLOOR DECKING. PANEL,FILL EVERY -4 E.
HOLE IN HINGE WIT N At WS 8' 8' 4'
DRIVE WOOD SCREW. 17 20'-24' B' 4'
DOOR THRESHOLD TABLE NOTES:
1.NAILING IS FOR 318'SMARTSIDE PANEL OR 318'SMARTSIDE WITH FOIL BACKER
2.NO SINGLE OPENING GREATER THA B'-0'
DOUBLE DOORASSEN.K. HINGE ASSEMBLY 3. 6WIDEX6'-9'LENGTHBUILDINGS BASED ON3SIDEDDIAPHRAGM.
THE END WALL OPPOSITE OF THE PENING MUST BE FULLY SHEATHED,IN THE
2 SIDE VIEW 3 FRONT VIEW 3-SIDED DIAPHRAGM CASES.THE NO WALL WITH THE OPENING DOES NOT HAVE
A MIN.RETURN WALL ON EACH SI E OF THE OPENING.
4.USE RING SHANK NAILS WIT S K DIAMETER OF 0.113'AND A LENGTH OF 212'.
DOORS: 5.FIELD NAILING FOR 318' SID 8d 12'O.C.
STANDARD DOOR CONSTRUCTION FOR TUFF SHED DOORS 6.ON THESE BUILIDNGS 6' 10' 8'T S DOOR IN THE END WALL WILL NEED TO BE
UP TO 48'x801/4.ON SINGLE IHUNG DOORS AND 96'x 801/4' OFFSET.THERE WILL E PAN L ON ONE SIDE AND A VPANEL ON THE OTHER SIDE
ON DOUBLE DOORS EXCEED,ALL LOAD REQUIREMENTS FOR THE DOOR.
THE LOAD CRITERIA ON SHE 1. 7.(BOF
•DESIGNATES W LS T N ED TO BE SHEATHED ON BOTH SIDES.
111 II 1111//Y//'
Order p. P.O.k THESE DRAWINGS AND THE TUFF SHED,INC. FLORIDA LICENSE PE 07605D �v Sp'•;S �.fJTLE DRAWING NO.
TUFF 5 H E D DESIGN ARE THE PROPERTY =
Customer: Drawn By:PK OF TUFF SHED.E C.THESE ENGINEERING DEPARTMENT _ FL-PR -SR
DRAWINGSARE FORA SEALER'S PRINTED NAME= 11 7fi835 DOOR DETAILS
Dale: 1213114 BUILOING TO BE SUPPLIED '*' I
S1OTBgC HU11d1Dg5&G8TBgC5 Site Address: ANDBUILTBYTUFFSHED. RICHARD 7.WILLS,P.E. RICHARD WILLS i * EAILINGREQUIREMENTS REV.LEVEL 0
TUFF SHED.MFG.FACILITIES .,xr„r.,ae. Checked By. ANY OTHER USE IS - :i
FORBIDDEN R BY BOTH TUFF 1777 S.HARRISON STREET A Ta*E of 'FBC,5th EDITION(2014) SHEET n
T—A.R Building Size:r,•,«.u.•M Date: SHED AND THE ENGINEER OF DENVER,753-88330 COLEXTORADO 80210 SFALO'c-.' vANv.YfF,�'�a� 155C PAGE 2OLF4
Scale: N.T.S. C_0
#12-14 X 3'HEX HEAD
SELF-DRILLING SCREWS 1.STEEL SHED FOUNDATION: TRIM
600TI25-054-16 GAUGE STEEL TRACKS G140 ZINC COATED SIDING AUGERANCHORCOMPONENTS BY OLIVER TECHNOLOGIES
314'APA OR TECO RATED 600$137-054-16 GAUGE STEEL JOISTS G140 ZINC COATED 2X4X2 PART NUMBERS:
T&G FLOOR DECKING. BLOCK OT17SWB-SI 518'X 36'(36'IMBED)GALVANIZED AUGER
@ 24'O.C. ATTACH BRACKET 70 OT77SW0-SIDEWALL BRACKET FOR USE WITH THRU BOLTS
2X6 STEEL JOISTS (SUPPLIERLLI
AWED STUDCO(JOIST:600$137-054/TRACK: STUD THRU HOLE IN REPORT NO.LO-FJD0129-A
@ 24'OC I' 6007125.054)ICC ER-0943P. ANCHOR PLATE WITH -OR-
2.314'APA OR TECO RATED TONGUE AND GROOVE FLOOR 2 318'0x4'CARRIAGE OT245WBSIDEWALL BRACKET FOR USE WITH THRU BOLTS
#10 X 314'PAN—�� I I 1 I DECKING.24'MAX PANEL SPAN. STAGGER PANEL LAYOUT. BOLT AND LOCKNUT REPORT N0.LO-FJ90129-B
HEAD SELF-GRILLING 3.FASTEN FLOOR DECKING TO JOIST&TRACKS USING 6 WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS
SCREWS(2 PER TAB) #8 x 1-SW ZINC PLATED SCREW$@ 12'O.C. CORNER STUD WITH THE MAXIMUM LOAD OF 5,080 LBS
VENT HOLES @ 24°OC. I- NO BLOCKING REQUIRED.ALL EDGES SHALL LIE ON FLOOR
OPTIONAL LEVELING BLOCKS JOISTS.STAGGER PANEL LAYOUT PER APA CONDITION 1.
4.FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO JOISTSAUGER ANCHORS
2X6 STEEL TRACK EACH END OR TRACKS WITH#12-14 X 3'GALVANIZED$ELF-DRILLING STUD CH LENGTH #OF ANCHORS
i� SCREWS.REFERENCE SPACING CHART. w 6' 6'-18' 4ANCHORS
BASE PLATE SCREW SPACING i 5.ALLOWABLE FLOOR LIVE LOAD:75 PSF FOR STEEL JOISTS 9 8' 8'-24' 4ANCHORS
WIDTH SPACING CONTINUOUSLY SUPPORTED.50 PSF FORJOISTS ON BLOCKS rn 10 10'-24' 4ANCHORS
E-1T D.C.8' AS SHOWN. 'q1 Sip 17 12'-24' 4ANCHORS
6.USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL
BUILDING: SIDING 4-ANCHORS PROVIDE(11AT EA.
SUGGESTED SIZES:2•x B'x 16",4'x 8'x 16',OR W x 8°x16'. 7CORNER OF THE BUIL I G.
BLOCKS UNDER JOISTS SPACED @8'-0-O.C.MAXIMUM. TRIM
STEEL SHED BASE DETAIL END WALL
1 •�,e A.A BLOCKS UNDER TRACK SPACED @ 4'-0'O.C.MAXIMUM,
ANCHOR BRACKET
TO BE FLUSH WITH
AUGER ANCHOR DETAIL EDGE OF TRIM
SIDING UNHEATED SPACE
STUD WI OL C ORS
UNTO
CO CR ANCHOR BOLT 8
TRIM E:DETAIL 3 SHEET3 1. TOP OFSFamNG VM
P.T.SILL PLATE 1. TOPOFGIAWIAB 1.4.UDGTEATM DEPTH FSLASRCENEMSNALL
3/8'NYLON WIDTH LENGTH OTY PER NOTES BELOW BEWWFBXBWIAWII.4.LOGTEAT MmOEPTH OF SIAa
318"CARRIAGE LOCK NUT 6' 6'-10' boa
6' 12'-18' B #4 CONTINUOUS SLAB REINFORCEMENT SHALL BE FIDERMESH 1W Oft BlENOED
BOLT(GPADE 2) FIBERMESN150.FlBERMESH SHODU)BE DISPFASEDUMFOfOl1Y
Z BASEPLATE 8' 8'-14' 6 1314 TOPBBOTTOM THROUGH CONCRETE WINK 1 POUND PERCUBICYAR00F CONCRETE
8' 16'-20' B Oa) FINISH CONCRETE FLOOR Z BEFOREPCURNALL FOOTLNG GMCOS QBE INSPECTED FOR SUE AND REINFORCPIG
FLOOR PLY 6 22'_24• 10 . F ]. FOOTINGSSHALLBEARCN UND—RDEONATURAL.COMPETENTSOB,
OTI7SWB v GRADE Oft PROPERLYCOMPACTED 9TtiUCNRAL FBL ALLOWABLESOL
_OR_ 1D' 1D'-16' 6 BEARING PRESSURE IS 1000PSFAT1r BELOWGRADE
0T24SWB 10' 16'-24' 8 z ___ ________ 4. NCRETE:MINIMUM M MY COMPRESSIVE STRENGTH.I,-2 PSL
o 12' 12'_16' 6 S. ORCINGSTEEL•A815.GRADE4DORGWEW.ALLNENF00.CNG
6° 12' 20'-24' 8 m� EL SHOWN TO BE CONTINUOUS MAY BE LAPPEDAMN MOF 38 BAR
} METERS OR24-MINIMUM,WNICHEVERIS LARGER
12"HILTIKWIK BOLT TZ a EIS MICDESIGNGTEGORY:B
NOTE$: A. ATTACH PRESSURETREgTEO SOLE PLATE TOTHE FOOTING UING
STAINLESS STEEL 304 1.ANCHORS TO BE KWIK BOLT TZ,304 SSmSLAB 1?Duxr LONG SI-SON TITENANCHORWITH WASHERS.
B. EXPANSION BOLTS SHALL BE EMBEDDEDATUEASTS PROTHE
EMBEDMENT DEPTH=21/4• STEELSHED 2_PROVIDE(11 ANCHORAT EA CORNER REINFORCEMENT CONCRETEANDSHALLBE SPACEDNOTMORETHANeOC.
MIN.EDGE DISTANCE=6" BASE OF THE BUILDIING.THE REMAINING Sd 3'CLR PER NOTES ELO C. THE RE SNALLBEAMNGIUM OF2BCLT8 PERSOIE PIATEPIECE
ANCHOR SPACING:RE:KWIK 4'CONCRETE ANCHORS EQUALLY SPACED ALONG THE O� TYP. WDH I BOLT LODATED NOT MORE THAN it NOR LESSTHAN F BOLT
BOLT ANCHORS TABLE,SHEET3 PAD(MIN) LENGTH OF THE BUILDING.(112 THE I'! 8. DIAMETERS FROM EACH END OF EACH PIECE
REMAINING ANCHORS ON EA-LENGTH THICKENE
SIDE EQUALLY SPACED). MIN.
OSIDEWALL BRACKET DETAIL 4 CONCRETE FOUNDATION DETAIL
Order#. P•O,# THE SE DRAWINGS AND THE FLORIDA LICENSE PE#7 •'O 3�•.s�� TITLE DRAWING NO.
TUFF 5 H E D OF TUU ARE THE PROPERTY TUFF SHED.INC. ` F
Customer. Drawn By.PK OF TUFF SHED,INC.THESE ENGINEERING DEPARTMENT ••( FL-PR-$R-TR-01
DRAWINGSAREFORA SEALER'S PRINTED NAS:3 .76835 DETAILS
Storage Buildings&Garages Data: 1213114 BUILDING TO BE SUPPLIED RICHARD J.WILLS P.& * REV.LEVEL 01
She Address: AN BUILT BY TUFF SHED. RICHARD WILLS
ffFF SHED.MFG.FACES .,Ar,P.m,r. Checked By: ANY OTHER USEIS 1777 S.HARRISON STREET �-oi; TATE OF SHEET A]
FORBIDDEN BY BOTH TUFF 4 9 +�T FBG Sih EDITION(2014) J
Buildings Dam' SHED AND THE ENGINEER OF DENVER,COLORADO 80210 %OA;.-•COR1D�,.\aQ, 155C
..M Scale: N.T.S. RECORD (303)753.8833 EXT.5618 9��fi I� PAGE 3 OF 4
i
3X4 20 PLATES 3X4 20 GA PLATES
3'-0° 1 EACH SIDE 1 EACH SIDE
3'."'8. 5-0° 5,31/16 VSPAN B'SPAN
REACTIONS: REACTIONS:
12 12 MAX.VERTICAL:205 LBS. MAX.VERTICAL:255 LBS.
Q4 Q4 MAX.UPLIFT:-160 LBS. MAX.UPLIFT:-195 LBS.
418'0' NOTE: NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS TRUSS MAY BE USED ON BUILDING LENGTHS
m 6''U• UP TO 12FT UNLESS CEILING JOIST OR OTHER UP TO 14FT UNLESS CEILING JOIST OR OTHEI
TENSION TIE IS PROVIDED. TENSION TIE IS PROVIDED.
N
10'SPAN 12'SPAN
3X4 20 GA PLATES REACTIONS: REACTIONS:
3X4 20 PLATES 1 EACH SIDE MAX.VERTICAL:510 LBS. MAX.VERTICAL630 LBS.
ul 1 EACH SIDE MAX.UPLIFT:-250 LBS. MAX UPLIFT:-285 LBS.
4'0 6�
4-z 1Q• 1211 1
16' TRUSS MAY BE USED ON BUILDING LENGTHS NOTE:
12 TRUSS MAYBE USED ON BUILDING LENGTHS
Q4 Q4 UP TO 20FT UNLESS CEILING JOIST OR OTHER UP TO 24FT UNLESS CEILING JOIST OR OTHEI
m
TENSION TIE IS PROVIDED. TENSION TIE IS PROVIDED.
3X6 20 GA
PLATES
1 EACH SIDE
utO`i 8-O) n 6'-0° MAXIMUM DEFLECTION(12 FT.SPAN)
r`+ VERT LL 0.061n.
17-0• VERT TL-O.OB In.
DESIGN LOADS:
TOP CHORD LIVE LOAD=20 SF
TOP CHORD DEAD LOAD=19 PSF
COLLAR TIE DEAD LOAD=5�SF
NOTES:
FBC,5th EDITION(2014)
ANSUIPI 1-2007
TRUSSES TO BE SPACED @ P4-OC
MATERIAL TO BE 2X4 SOUTHERN PINE GRADE 02 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 BCSL H
TUFF SHED Oder#. P.O.# DTH BEESIGN
DRAWINGS AND THE FLORIDA LICENSE PE` F;s TITLE DRAWING N0.
OESIGNARE AWINGS AND THE
TUFF SHED,INC.
Customer. Drawn By.PK OF TUFF SHED,INC.THESE ENGINEERING DEPARTMENT N 7fiB35 't FL-PR-SR-TR-01
DRAWINGS ARE FORA SEALER'S PRINTED N_T, •�, TRUSS DETAILS
Storage Buildings&Garages Date: 1213114 BUILDING TO BE SUPPLIED RICHARD L WILLS,P.E. _ REV.LEVEL 01
TUFF SHED.MFG.FACILITIES i Site Address:
AN OTHERBUILTUSE IS SHED. RICHARD WILLS
Checked By. ANY OTHER USE EN BY OTH TUFF 1777 S.HARRISON STREET %9'• S
TAMPA FL Building Size:.,m,, IN
.� Date: SHED AND THE ENGEEROF DENVER,COLOAAD080210 PAGE 4 O
ATE FBG Sth EDITION(2014) SHEET A
RECORD (303)753-8833 E)Cr.5618 155C `F
.�.Scale: N.T.S. F 4