HomeMy WebLinkAboutProduct Approval NOTES: UNINHABITED UTILITY SHED UP TO 12'WIDE x UP TO 24' LONG
1. BUILDING CODE: RIDA BUILDING CODE,6th EDITION(2017)
BUILDINGS ARE NOT OFOR HGHVELOCITY HURRICANE ZONES SR600,TR700, PR
(KVHZ)
2. DESIGN LOADING: OVERHANG OPTIONS - REFER TO THE TRUSS DESIGN FOR
WIND SPEED: Vim=155 LUMBER SIZE,TRUSS SPACING
V_='120 AND PLATE SIZE TOE NAIL WNH(3)
EXPOSURE: C COLIAR TIE REQUIRED ONLY AT SID
led NAIS.(2)ONE
ROOF LIVE LOAD:20 PSF - 12'WIDE SHEDS,SEE TRUSS CALCULATIONS SIDE(1)OTHER
ROOF DEAD LOAD:10 PSF RAFTER
FLOOR LIVE LOAD: MIN.50 PSF(SEE NOTE 5,DETAIL 1,SHEET 3) - 12
RISK CATEGORY:I Q4
COMPONENT AND CLADDING' ROOF:. 29 PSF(ZONE 1) FLORIDA APPROVED OWENS
WIND PRESSURE(pso(ASO VALUES) 50 PSF(ZONE 21 CORNING OAKRIDGE 30 YEAR
(BASED ON 10 SO FT) 74 PSF(ZONE 3) SHINGLES-FL70674R10 .
WALL: 34 PSF(ZONE 4)
42 PSF(ZONE 5)_ F SIMPSON H2.SA PLATE ON
O, SEE THE TRUSS INSIDE AT EACH RAFTER
w CONNECTION
b, m = DETAIL-DETAIL 2 WALL TOP PLATES
FLORIDA BUILDING APPROVAL NUMBERS- ¢ WALL FRAMING TO BE
1.WINDOWS BYTAFCO CORP- FLORIDA BUILDING APPROVAL m 3 2x45PF#20R BETTER
#FL20743.1. SEE SHEEP 3 FOR STEEL FLOOR WITH SIDING
2.WINDOWS BY SILVER LINE BUILDING PRODUCTS CORP-FLORIDA ANCHOR DETAIL OR FOUNDATION DETAIL @ 16"O.C. STUDS
BUILDING APPROVAL FL14911.5. IF BUILDING IS LOCATED
3.LP SMARTSIDE SIDING-FLORIDA BUILDING APPROVAL#FL9190.6. IN A FLOOD ZONETHEN -
4.ROOF UNDERLAYMENT BY WOODLAND INDUSTRIES INC.- UP TO IT WIDE I FLOOD VENTS AND PRESSURE
FLORIDA BUILDING APPROVAL#FL17206.1. fO ( - —I TREATED STUDS ARE REQUIRED- OTRUSS TO WALL
5.ROOF UNDERLAYMENT BY GAF-FLORIDA PRODUCT APPROVAL ONE SO INCH VENT 2 CONNECTION DETAIL
#FL18686.1 1 BUILDING SECTION FOR EVERY ONE SO FT
6.SHINGLES BY OWENS CORNING-FLORIDA BUILDING APPROVAL OF BUILDING
#FL1D674.1.
7.SHINGLES BY GAF-FLORIDA PRODUCT APPROVAL#FL10124.1
B.INNOVATIONS MANUFACTURING,INC.TRANSOM WINDOWS-
FLORIDA BUILDING APPROVAL#FL17667.1. DOUBLE TOP PLATE _ KING STUD CRIPPLE STUD
9.FLOOD SOLUTIONS,LLC FLOOD VENTS(IF REQ'D)• CRIPPLES F REQ.j DOUBLE TOP PLATE
FLORIDA BUILDING APPROVAL 9FL17588.1.
10.OX PAPERBOARD MICHIGAN,LLC THERMO-PLY SHEATHING- CRIPPLES(IF REQ.)
FLORIDA BUILDING APPROVAL#FL16391.1. - HEADERS FOR
11.TUFF SHED,INC DOORS-FLORIDA BUILDING APPROVAL OPENINGS UP TO 4'-0" HEADERS FOR
#FL22202.I,#FL22202.2,#FL22202.3,#FL22202A USE(2)2.4
SPF#2 OPENINGS UP TO 4'-0"
USE(2)2x4 SPF#2
OPENINGS '-1"TO 6'-0"
USE(2) SPF#2
HEADER NAILING: OP I G 6'-1"TO 8'-0"
HEADER TO STUD-4-16d END NAIL DOUBLED HEADER 2x4 WINDOW SILL USE(2) :41-
NG
I S U
-16d @ 16"STAGGERED FACE NAIL FLOOR DECKING TRIM R HEADERS FOR: TRIMMERSTUD
NAILING: BASE;PLATE ASE LA OPENINGS UP TO 6'-0-USE(2)Zx4 SPF lit
REFER TO SHEET 2 FOR WALL AND ROOF SHEATHING NAILING. KING STUD L0, OPENINGS 6'-1"TO 8'-0"USE(2)2X6 SPF#2
FOR OPENING PT REFER TO THE DOOR DETAIL(SHEET 2)FOR
MAX WALL HEIGHT FOR EACH SHED: FOR WINDOW OPENINGS UP T04'-0" THE DOOR DESIGN
SR600-V--88114"�6880 1(4' WINDOW HEADER DETAIL 36 DOOR H D ETAIL' ®HEADER DETAIL FOR
PR-6'-8114"(80114� FOR SIDE WALLS., FORBID END WALLS
Ofdef#. P.O.# THESE DRAWINGS AND THE \\ (v / TITLE ar+ DRAWING NO. '
TUFF SHED DESIGN ARE THE PROPERTY TOFF SHED,INC. /( /
Customer. Drawn By.PK OF TUFF SHED,INC.THESE ENGINEERING DEPARTMENT Sc'�tkP BUILDING SECTIONS FL-PR-SR-TR-01
DRAWING TO BE FORA _
Date:3I12/19 BUILDING BE 6DPPDEO Na iB35
$[OI8 Bill). BL G'eI8 OS RICHARD J.WILLS,P.E.
� BBB B Site Address: AND BUILT BY TUFF SHEo. `* __ HEADER FRAMING DETAILS REV.LEVEL 01
ffFF BRED.MFG.FACILITIES Checked By. ANY OTHER USE IS '
FORBIDDEN BY BOTH TUFF 1777 S.HARRISON STREET FBC,6N EDITION(2017) SHEET
Date: SHED AND THE ENGINEER OF DENVE COLORADO 90210 9 ATE,—Building Slze:.,m,,.u..,...T...mR. R+ %9'•.
.r..Swle: N.T.S. RECORD (703)753-8833 EXT.96315 � 155C PAGE 1 OF4
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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. 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—1
USED WIDTH LENGTH EDGE NAILING OPENING SHEAR WALL
NO OPENINGS ALONG THE WALL NO OPENINGS ALONG THE WALL
S 6'-18' Bd NAILS @ 6'O.C. 0' 6'-18' 6' 6' 8d NAILS @ 3'O.C. SEE NOTE 3
B' B'-24' 8d NAILS 6'O.C. 0' 8'-24' '6' 8'-9' Bd NAILS @ 3-O.C.(BS) SEE NOTE 3
10' 10-24' 1 Bd NAILS @ 6'O.C. 0' 10.24' 6' 10'-W Bd NAILS @ 3'O.C. 0' 6'
12' 12'-24' Bd NAILS @ 6'O.C. 1 0' 1 12'-24' 6 16--18' Bd NAILS @ 4'O.C.(BS) 0' 6'
•MIN 2'-0"RTN WALLS ON EACH END OF WALL- -MIN 2'-0"WALL SEGMENT B' 8'-12' Bd NAILS @ 6"O.C. 0' 8'
6 6'-8' 8d NAILS Q 6"O.C. UP TO 12' 4' V 14'-18' Bd NAILS @ 4'O.C. 0' 8'
8' Bd NAILS 8.O.C. UP TO 12' 6' 8' 20'-22' 8d NAILS @ 3'O.C. 0' 8'
8' '-4' Bd NAILS 4'O.C. UP T012' 4' B' 24' Bd NAILS @ 4"O.C.(BS) V 8'
10' 8 NAILS 6'O.C. UP TO IY 7' 1V 10'-lN Bd NAILS@6'O.C. 0' 10,
10' 0'- Bd NAILS 4'O.C. UP TO 12' S' 10' 16'-20' 8d NAILS @ 4'O.C. 0' 10'
17 12'-24' 811 NAILS 6"O.C. UP TO 12' 9'
12' 12'-24' BeLS 4"O.C. UP TO 12' 6' 10' 22'-24' Bd NAILS @ WO 0' 10,
12' 12'-24' 8d NAILS 3"O.C. UP TO 1Y S.
IT 12'-16' 8d NAILS @ 6'O.C. 0' 12'
12' 1 18'-24' j8d NAILS @ 4'O.C. 0 12'
ROOF SHEATHING 17116"OSB) •MIN T-O"RTN WALLS ON EACH END OF WALL- •MI 2'-0"WALL SEGMENT
WIDTH LENGTH I FIELD NAILING.I EDGE NAILING 8 NA LS @ 6"D.C. 3' SEE NOTE 3
6' 6'-1 B' Bd NAILS @ 12'O.0 Bd NAILS @ 4 O.C. 6' 8 3 3' TIRE NOTE 6
8' V-24' Btl NAILS @ 12"O.0 Btl NAILS @ 4"O.C. 8' - Bd NAILS 4"O.C. 3'
10, IV-24' Bd S 12'O.0 Btl NAI S 4"O.C. 8' Bd NAILS 3" 3'
12' 12'-24' Bd S @ 12 UA; Bd NAILS @ 4"O.C. 8' 1'-4' 8 _ S @ 3"O.O.C.T.BS X '
_ 8' 8' Oct NAILS 4"O.C. 4' 4'
NOTES: 8' 10' 8d NAILS W O.C. 4' 4'
1.USE Bd COMMON OR GALVANIZED BOX NAILS. B' 12'-22' 4' 4'
10, 10' Bd NAILS S"O.C. 3'
10' 12'-14' WS4
4'O.C. T T
10, 16'-18' 3'O.C. 3' T
TABLE NOTES: 10'. 20'-24' 4"O.C.BS 3' T
1.NAILING IS FOR 3I8"SMARTSIDE PANEL OR 318"SMARTSIDE 10, 10'-12' @ 4 O. 6'WITH FOIL BACKER. 10' 1W-18' S 3"O.C. 4' (i2.NO SINGLE OPENING GREATER THAN 8'-0" 10' 18'-24' 4"O.C.BS 4' 6'
3.'6'WIDE X 6-9'LENGTH BUILDINGSARE BASED ON 3SIDED 10' 10' S 3'O.C. '
DIAPHRAGM.THE END WALL OPPOSITE OF THE OPENING MUST 10' 12'-ZZ' 3"O.C.BS 6' 4`
BE FULLY SHEATHED,IN THE 3-SIDED DIAPHRAGM CASES.THE 10' 2'-16' 4 4' B'
ENDWALL WITH THE OPENING DOES NOT HAVE A MIN.RETURNWALL ON EACHSIDE OF THE OPENING. 12' 18'-20' 4' 8'
4.USE COMMON OR GALVANIZED BOX NAILS. 12' 22'-24' B 3'O.C.BS 4' 8'
5.FIELD NAILING FOR 3I8-SMARTSIDE:Bd @ 12"O.Q f2 2 6 6'
6.ON THESE BUILDINGS 6'X 10'-18'THE 3' OOR IN THEE W q_8 6'
WILL NEED TO BE OFF SET.THERE WILL BEA2'PA EL 0 NE 1 8-1 8d NAILS 4'O.C.BS 8' G
SIDEANDAI'PANELONTHEOTHERSIDEOFTHED OR
7.(BS)-DESIGNATES WALLS THAT NEED TO BE SH E N 12' 12-20' 8d NAILS 3'O.C.E
BOTH SIDES.
\ IIIII//
Order#. P.O.# THESEDRAWINGSANOTHE TUFF SHED,INC. •' �� 4 TITLE DRAWING NO.
TUFF SHED OF TUFF SHED,
S /'
Customer. DD3Wf1 By:PK OF TUFF SHED.INC.THESE ENGINEERING DEPARTMENT P-\s
FL-PR-SR-TR-01
DRAWINGS AREFORA Na 7B835 DOOR DETAILS
.STO38 Buildings&Gars S Date:3112119 BUILDING TO BE SUPPLIED RICHARD J.WILLS,P.E.
Site Address: AND BUILT BY TUFF SHED.. — .1 — NAILING REQUIREMENTS REV..LEVEL 01
TUFF SHED,MFG,FACILITIES .mn. Checked By: .ANY OTHER USE IS
1777 S.HARRISON STREET SHEET n
FORBIDDEN BY BOTH TUFF i-ot j FBC,6ih EDITION(2017) L
Date: SHED AND THE ENGINEER OF DENVER,COLORADO 80210 i 9' 9 TE of
Snale: N.T.S. RECORD. (303)753-8833 EXT.96315 %/FS,S�.,?r,•�.•G���� 155C PAGE 2 OF
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912-14 X 3'HEX HEAD- 1.STEEL SHED FOUNDATION: TRIM
SELF-DRILLING SCREWS ' SIDING' AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES
60OT125-054-16 GAUGE STEEL TRACKS G140 ZINC COATED ylq PART NUMBERS:
314"APA OR TECO RATED 600S137-054-16 GAUGE STEEL JOISTS G140 ZINC COATED BLOCK 0T3644GPMP-518'X 36"(36'IMBED)GALVANIZED AUGER
T8G FLOOR DECKING. @ 24"O.C. ATTACH BRACKET TO OT17SWB-SIDEWALL BRACKET FOR USE WITH THRU BOLTS
2X6 STEEL JOISTS (SUPPLIER:AWED STUDCO(JOIST:60OS137-054/TRACK: STUD THRU HOLE IN REPORT NO.LO-FJ9012M
@ 24'OC
60OT125.054)ICC ER4943P. ANCHOR PLATE WITH -OR-
2.3/4'APA OR TECO RATED TONGUE AND GROOVE FLOOR ZT 318"O x4"CARRIAGE OT24SWBSIDEWALL BRACKET FOR USE WITH THRU BOLTS
#1O X 3/4"PAN I I 1 DECKING.24"MAX PANEL SPAN. STAGGER PANEL LAYOUT. E I BOLT AND LOCKNUT REPORT NO.LO-FJ90129-B '
HEAD SELF-DRILLING 3.FASTEN FLOOR DECKING TO JOIST 8 TRACKS USING a ••WORKING LOAD FOR ANCHOR SYSTEM I$3,150 LBS
SCREWS(2 PER TAR) CORNER STUD WITH THE MAXIMUM LOAD OF 5,080 IS
#8 x 1-518'ZINC PLATED SCREWS @ 12°O.C.
VENT HOLES @ 247.OC. NO BLOCKING REQUIRED.ALL EDGES SHALL LIE ON FLOOR
OPTIONAL LEVELING BLOCKS JOISTS.STAGGER PANEL LAYOUT PER APA CONDITION 1.
4.FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO JOISTS AUGER ANCHORS
2X6 STEEL TRACK EACH END OR TRACKS WITH#12-14 X 3"GALVANIZED SELF-DRILLING STUD WIDTH. LENGTH #OF ANCHORS
i SCREWS.REFERENCE SPACING CHART. 3 6' 4ANCHORS
BASE PLATE$CREW SPACING .i 5.ALLOWABLE FLOOR LIVE LOAD:75 PSF FOR STEEL JOISTS o
8' B'-24' 4ANCHOR$
WIDTH SPACING CONTINUOUSLY SUPPORTED.50 PSF FOR JOISTS ON BLOCKS m 11Y 10'-24' 6ANCHORS
V-12' 8'O.C. ASSHOWN. -
6.USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL STUD 12' 12'-24' 8 ANCHOR
BUILDING: SIDING 4-ANCHORS PROVIDE((1 AT EA.
CORNER OF THE BUILDING.
SUGGESTED SIZES:2"x8"x16",4"x8"x•16",OR 8"x8'x 16". 6-ANCHORS PROVIDE(1)AT EA
BLOCKS UNDER JOISTS SPACED @ 8'-W O.C.MAXIMUM. TRIM CORNERS OF THE BUILDING AND(1)AT
STEEL SHED BASE DETAIL END WALL THE CENTER OF EA.SIDE WALL.
BLOCKS UNDER TRACK SPACED @ 4'-0'O.C.MAXIMUM.
r
ANCHOR BRACKET
TO BE FLUSH WRH
AUGER ANCHOR.DETAILEOGEOFTRIM.
SIDING UNHEATEDSPACE
STUD KWIKBO A C ORS
TRIM (INTO CONCRETEI ANCHOR BOLTS CONTINUOUS FOOTDIO NOTES -
E:DETAIL3SH ET1 P.T.SILL PLATE 1. TOPOFBLA87DII—MIN.ABOVEGRADE SUBRDNWRCEMEM SHALL
1 3I8"NYLON WIDTH LENGTH CTY
PERNOTESSELOW BEWffMWI:4AWI.4.LOCATEATMIODEPTHOFSLA9.
3I6"CARRIAGE
LOCK NUT e' 6'-10, 6 -oR-
STAB REINFORCEMENT SNALL BE nBERMESH ISD OR BLENDED
BOLT IGRADB 21 B' 12'-16' 8 #4 CONTINUOUS FIBERMESH11 FBERMESHSHOULOBEDISPERSEDUNIFORMLY
Z BASEPLATE B' 8'-14' 6 1�q TOP 800TTOM THROUGH CONCRETE WI MIN.I POUND PER CUBIC YARD OF CONCRETE
62 ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE AND REINFORCING
FINISH CONCRETE FLOOR BEFOREPOURINGCONCRETE
FLOOR PLY .8' 22'•24' 10 GRADE ]. FODTINOS SHALL BEAR ON UNDISTURBED NATURAL,COMPETENT SOIL,
OTI7SWB < — BOR EAROPERLYCONPACTEDSSFATIIRALFILL%MIE.BIESOR
10' 10'-16' 8 BEARING PRE3313REIS DAYCFATI2"BELOWGRADE
.OR 12' 12'-24' 6 e 2 m 4. CONCRETE MBBMUY 7D CAYCOMPRESSrvE STRENGTK rc=23B0 PSL
OT24SWB 12'. 12'-18' 6 5. REINFORCNGSTEEL-AB15,GRADE 4c OR GRADE 60,ALLREUIFORCNO
6' 0 12, 20'-24'' 8 m� STEEL SHOWN TO BE CONTINUOUS MAY BE LAPPEDANCIGNIUM OF 38 BAR
f DIAMETERS OR 2C MINIMUM,WIBCHEVETL IS URGER.
12"HILTI KWIK BOLT TZ Z IN B. SEISNICOESIGNCATEGORY:A
NOTES: m A ATTACHPRESSURE TREATED SOLE PUTETOTRE FOOTING USING
STAINLESS STEEL 304 1.ANCHORS TO BE KINK BOLTTZ,304 SS SLAB lr DUXTLONGSWPSONPTENHDANCHORWTIHWASHERS.
EMBEDMENT DEPTH=21/4" STEEL SHED - - REINFO CEMENT .B. EVANSIONBOLTSSHAUBEENSEDOEDATLEASTswrOTHE
2.PROVIDE(t)ANCHOR AT EA CORNER 3.`.� CONCRETEANDSHAU.BE SPACED NOTMORETHANSOC.
MIN.EDGE DISTANCE=S' BASE OFTHEBUIL ING.THEREMAINING a P NO SBELOW' C. THERE SHNLBEAWNIMUMOF280LTSPERSOLEPIATERECE
ANCHOR SPACING:RE:KAIK 4"CONCRETE ANCHORS EQUALLY SPACED ALONG THE U�: TYP. WITH I BOLT LOCATED NOT MORE THAN ITNOR LESSTRAN 7 BOLT
BOLT ANCHORS TABLE,SHEET 1 PAD(MIN) LENGTH OF THE BUILDING.(12 THE n B" DIAMETERSFROMEACHENDOFEACIIPIECE
REMAINING ANCHORS ON EA.LENGTH ICK ED SLAB
SIDE EQUALLY SPACED). MIN.
3 O SIDEWALL BRACKET DETAIL 4 CONCRETE FOUNDATIO A
a.,E.,. 1 H L.
TUFF SHED Order#. P.O.# THESE DRAWINGS AND THE TUFF SHED,INC. TITLE DRAWING NO.
DESIGN ARE THE PROPERTY `� D
Customer. Drawn By-PK OF TUFF SHED,INC.THESE ENGINEERING DEPARTMENT, 1. F••:s i FL-PR-SR-TR-01
DRAWINGS ARE FORA - + N 76WS •4 DETAILS
Stomp Bn7ldmgs&Gmge$ Date:3112119 BUILDING TO BE SUPPLIED RICHARD J.WILLS,P.E _*7
Site AddLESI: AND BUILT BY TUFF SHED. _ * •)A'r REV.LEVEL 01
TUFF SHED,MFG.FACILRIES .,m,,.mn. Checked By: ANY OTHER USE IS '•T - '
FORBIDDEN BY BOTH TUFF 1777 S.HARRISON STREET FBC,6ih EDITION(2017) SHEET
Building Size:.A,». Date: SHED AND THE ENGINEER OF DENVER,COLORADO 80210 %9 sT TE DF
REcoBo (307)753.8833 EXT.96315 %OFP�•. R I D N:Frame 1 155C
7�..Scale: N.T.S. %�MS •••`G\o PAGE 3 OF 4
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3X4 20 PLATES 3X4 20 GA PLATES
1 EAC 1 EACH SIDE
3'-0 H SIDE
5-0" 6:3 1/16. 6'SPAN - 8'SPAN
REACTIONS: REACTIONS:
2 MAX.VERTICAL:180 LBS. MAX.VERTICAL'240 LBS.
MAX.UPLIFT:-160 LBS. MAX.UPLIFT:-195 LBS.
18.0' NOTE: NOTE
TRUSS MAY BE USED ON BUILDING LENGTHS TRUSS MAY BE USED ON BUILDING LENGTHS
UP TO 12FT UNLESS CEILING JOIST OR OTHER UP TO I4FT UNLESS CEILING JOIST OR OTHE
ry 10'-0" TENSION TIE IS PROVIDED. TENSION TIE IS PROVIDED.
N
10'SPAN 12'SPAN
3X4 20 GA PLATES REACTIONS: REACTIONS:
MAX.VERTICAL'300 LBS. MAX VERTICAL'390 LBS.
- 3X4 20 PLATES .m7• 8,0' 1 EACH SIDE MAX.UPLIFT:-250 LBS. MAX.UPLIFT:-285 LBS.
1 EACH SIDE Bl'
4-� q,2 NOTE: NOTE
vi
.2• tz TRUSS MAY BE USED ON BUILDING LENGTHS TRUSS MAY BE USED ON BUILDING LENGTH:
13 Q4 UP TO 20FT UNLESS CEILING JOIST OR OTHER UP TO 24FT UNLESS CEILING JOIST OR OTHE
Q< TENSION TIE IS PROVIDED. TENSION TIE IS PROVIDED.
m
3X6 20 GA
PLATES
• 1 EACH SIDE
um�i MAXIMUM DEFLECTION(12 FT.SPAN)
N ' N 6'-D' VERT LL 0.06 in.
12'4^ VERT TL 0.08 in.
DESIGN LOADS:
TOP CHORD LIVE LOAD 20 PSF
TOP CHORD DEAD LOAD=1 U PSF
COLLAR TIE DEAD LOAD PSF '
NOTES:
FBC,6th EDITION(2017) -
ANSI/TPI 1-2007
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,O.O.L=1.60
PLATES ARE MANUFACTURED BY EAGLE METAL PRODUCTS, ALL PERSONS FABRICATING,HANDLING,ERECTING OR INSTALLING THIS TRUSS ARE TO DO SO I
[CC-ES#ESR-1082 ACCORDANCE TO THE RECOMMENDATIONS OF THE LATEST VERSION OF THE SCSI. II I
TUFF SHED Order#. 7Date:
DHESE ESIGN ARE THE PROPERTY HGSAND THE. TUFF SHED,INC. < /4i' TITLE DRAWINGNO.
Customer. OF TUFF SHED,INC.TRESS -ENGINEERING DEPARTMENT FL-PR-SR-TR-O
DRAWINGS AREFORA Nu 76835 TRUSS DETAILS
Storage Building9&Garages BUILDING TO BE SUPPUED RICHARD J.WILLS,P.E.
Site Address: AND BUILT BY TUFF SHED. • * _ REV:LEVEL 01
TUFF SHED,MFG.FACILfOES .,F,o,..mFr. ANY OTHER USE IS _%
ssx�Fasrcaarauora� FORBIDDEN BY BOTH TUFF 1777 S.HARRISON STREET Q FBC,6th EDITION(2017) SHEET A
oPUNOe,Rxmn SHED AND THE ENGMEFR OF DENVER,COLORADO 80210 �.o e*E OF -1 4
Building Size:,w,+,.u,<m 9' P
sroae(.M, R . . . . RECORD (303)753-8833 EXT.96315 %O,+FS scoR+o;G��A' + 155C PAGE 4 OF
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