HomeMy WebLinkAboutFL-PR-SR600-TR700-01(RJW)-12x24-155C-Signed NOTES: UNINHABITED UTILITY SHED UP TO 12' WIDE x UP TO 24' LONG
1. BUILDING CODE: FLORIDA BUILDING CODE, 7th EDITION (2020) 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: Vint= 155 LUMBER SIZE, TRUSS SPACING
Vasd— 120 AND PLATE SIZE TOE NAIL WITH(3)
EXPOSURE: C �� 16d NAILS,(2)ONE
ROOF LIVE LOAD: 20 PSF j 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 RAFTER
RISK CATEGORY: 14
COMPONENT AND CLADDING: ROOF: 18/-29 PSF (ZONE 1) FLORIDA APPROVED
WIND PRESSURE (psf) (ASD VALUES) 18/-50 PSF (ZONE 2) SHINGLES
(BASED ON 10 SQ FT) 18/-74 PSF (ZONE 3)
WALL: 31/-34 PSF (ZONE 4)
31/42 PSF (ZONE 5) Q
I— SIMPSON H2.5A PLATE ON
g X \ SEE THE TRUSS INSIDE AT EACH RAFTER
w —CONNECTION
J DETAIL- DETAIL 2 WALL TOP PLATES
SHED MANUFACTURER SHALL HAVE A LIST OF ALL REQUIRED o0 J WALL FRAMING TO BE
PRODUCTS THAT NEED FLORIDA STATE APPROVAL AVAILABLE FOR C° < 2x4 SPF#2 OR BETTER SIDING
3RD PARTY INSPECTOR AND REVIEW BY E.O.R. FOR COMPLIANCE SEE SHEET 3 FOR STEEL FLOOR WITH @ 16" O.C.
WITH WIND LOADS. ANCHOR DETAIL OR FOUNDATION DETAIL IF BUILDING IS LOCATED STUDS
IN A FLOOD ZONE THEN
_ UP TO 12'WIDE _ FLOOD VENTS AND PRESSURE
TREATED STUDS ARE REQUIRED-
HEADER NAILING: O TRUSS TO WALL
HEADER TO STUD- 4-16d END NAIL DOUBLED HEADER ONE SQ INCH VENT 2 CONNECTION DETAIL
- 16d @ 16 STAGGERED FACE NAIL O BUILDING SECTION FOR EVERY ONE SQ FT SCALE:N.T.S.
SCALE N.rs. OF BUILDING
NAILING: CRIPPLE STUD
REFER TO SHEET 2 FOR WALL AND ROOF SHEATHING NAILING. DOUBLE TOP PLATE KING STUD
MAX WALL HEIGHT FOR EACH SHED:
--- CRIPPLES (IF REQ.) DOUBLE TOP PLATE
SR600-5-8 1/4" (68 1/4") HEADERS FOR CRIPPLES (IF REQ.)
TR700-6'-8 1/4" (80 1/4") OPENINGS UP TO 4'-0" — HEADERS FOR
PR-6-8 1/4" (80 1/4") USE (2)2x4 SPF#2 OPENINGSUSE 2x4 SPFOZ'-0"
OPENINGS 4'-1"TO 6'-0"
USE (2)2x6 SPF#2
OPENINGS 6-1"TO 8'-0"
2x4 WINDOW SILL USE (2)2x8 SPF#2
FLOOR DECKING TRNG IMMER MMERD LTRIMMER STUD
HEADERS FOR:
BASE PLATE BASE PLATE OPENINGS UP TO 6'-0" USE (2)2x4 SPF#2
KING STUD OPENINGS 6'-1"TO 8'-0" USE (2)2X6 SPF#2
FLOOR DECKING REFER TO THE DOOR DETAIL(SHEET 2)FOR
FOR WINDOW OPENINGS UP TO 4'-01, FOR OPENINGS UP TO 8'-0' THE DOOR DESIGN
4 WINDOW HEADER DETAIL DOOR HEADER DETAIL HEADER DETAIL FOR
FOR SIDE WALLS 3B FOR SIDE WALLS 4 END WALLS
SCALE: N.T.S. SCALE: N.T.S. SCALE'. N.T.S.
Order#. P.O.# THESE DRAWINGS AND THE TUFF SHED,INC. TITLE DRAWING NO. This item has been electronically signed and sealed `\Q���\GNARD tbV,0/
TUFF SHED DESIGN ARE THE PROPERTY Di Richard Wills PE On the date shown using a
Customer: Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT FL-PR-SR-TR-01 Digital Signature. N°.76835 '
DRAWINGS ARE FORA BUILDING SECTIONS =*
Date: 3/12/19 BUILDING TO BE SUPPLIED Printed copies lof ed a document are not considered = ;
Storage Buildings & Garages RICHARD J.WILLS,P.E. REV. LEVEL 01 signed and sealed and the signature must be
Site Address: AND BUILT BY TUFF SHED. HEADER FRAMING DETAILS verified on any electronic copies. �9�. �r0
TUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE IS RWILLS@TUFFSHED.COM .•, oaio?;.F�;
SHEET
1777 S. HARRISON STREET FBC, 7th EDITION 2020
FORBIDDEN BY BOTH TUFF ( ) �gNNlllFtt���
Date: SHED AND THE ENGINEER OF DENVER,COLORADO 80210
Building SIZe:wi�TH-LENGTH-HEGHr-sQ.Fr.AREA RECORD (303)753-8833 EXT. 96315 155C
Scale: N.T.S. PAGE 1 OF 4
8 DEC 2020
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 WALL USED WIDTH LENGTH EDGE NAILING OPENING SHEAR WALL
NO OPENINGS ALONG THE WALL NO OPENINGS ALONG THE WALL
6' 6'-20' 8d NAILS @ 6"O.C. 0' 6'-18' 6' 6'-10' 8d NAILS @ 6"O.C. 0' 6'
8' 8'-24' 8d NAILS @ 6"O.C. 0' 8'-24' 6' 12'-14, 8d NAILS @ 4"O.C. 0' 6'
10, 10'-24' 8d NAILS @ 6"O.C. 0' 10'-24' 6' 16'-20' 8d NAILS @ 3"O.C. 0' 6'
12' 12'-24' 8d NAILS @ 6" O.C. 0' 12'-24' 8' 8'-12' 8d NAILS @ 6" O.C. 0' 8'
■MIN 2'-0" RTN WALLS ON EACH END OF WALL- ■MIN 2'-0"WALL SEGMENT 8' 14'-20' 8d NAILS @ 4"O.C. 0' 8'
6' 6'-20' 8d NAILS @ 6"O.C. UP TO 12' 4' 8' 22'-24' 8d NAILS @ 3"O.C. 0' 8'
8' 8'-24' 8d NAILS @ 6"O.C. UP TO 12' 4' 10, 10'-16' 8d NAILS @ 6"O.C. 0' 10,
10, 10'-24, 8d NAILS @ 6"O.C. UP TO 12' 7' 10, 18'-24' 8d NAILS @ 4"O.C. 0' 10,
10, 10'-24, 8d NAILS @ 4"O.C. UP TO 12' 4' 12' 12'-18' 8d NAILS @ 6"O.C. 0' 12'
12' 12'-24' 8d NAILS @ 6"O.C. UP TO 12' 8' 12' 20'-24' 8d NAILS @ 4" O.C. 0' 12'
12' 1 12'-24' 18d NAILS @ 4"O.C. UP TO 12' 6'
12' 1 12'-24' 18d NAILS @ 3"O.C. UP TO 12' 4' ■MIN 2'-0" RTN WALLS ON EACH END OF WALL- ■MIN 2'-0"WALL SEGMENT
6' 6-9' 8d NAILS @ 6" O.C. 3' SEE NOTE 3
6' 10, 8d NAILS @ 3"O.C. (BS) 3' 2' RE: NOTE 6
ROOF SHEATHING (7/16"OSB) 8' 8' 8d NAILS @ 6"O.C. 3' 5'
WIDTH LENGTH FIELD NAILING EDGE NAILING 8' 10'-12' 8d NAILS 4"O.C. 3' 5'
6' 6'-18' 8d NAILS @ 12" O.0 8d NAILS @ 4" O.C. 8' 14'-16' 8d NAILS @ 3"O.C. 3' 5'
8' 8'-24' 8d NAILS @ 12" O.0 8d NAILS @ 4" O.C. 8' 1 18'-24' 8d NAILS @ 4"O.C. (BS) 3' 5'
10, 10'-24, 8d NAILS @ 12" O.0 8d NAILS @ 4" O.C. 8' 8' 8d NAILS @ 6"O.C. 4' 4'
12' 12'-24' 8d NAILS @ 12"O.0 8d NAILS @ 4" O.C. 8' 10' 8d NAILS @ 3"O.C. 4' 41
8' 12'-22' 8d NAILS @ 3"O.C. (BS) 4' 4'
NOTES: 10, 10' 8d NAILS 6"O.C. 3' 7'
1. USE 8d COMMON OR GALVANIZED BOX NAILS. 10, 12'-16' 8d NAILS @ 4"O.C. 3' 7'
10, 18' 8d NAILS @ 3" O.C. 3' 7'
10, 20'-24' 8d NAILS @ 4"O.C. BS 3' 7'
10, 10'-14' 8d NAILS @ 4"O.C. 4' 6'
TABLE NOTES: 10, 16' 8d NAILS @ 3"O.C. 4' 6'
1. NAILING IS FOR 3/8" SMARTSIDE PANEL OR 3/8"SMARTSIDE 10' 18'-24' 8d NAILS 4"O.C. BS 4' 6'
WITH FOIL BACKER. 10, 10' 8d NAILS 3"O.C. 6' 4'
2. NO SINGLE OPENING GREATER THAN 8'-0" 10, 12'-24' 8d NAILS @ 3"O.C. (BS) 6' 4'
3. *6'WIDE X 6'-9' LENGTH BUILDINGS ARE BASED ON 3-SIDED 12' 12' 8d NAILS @ 6" O.C. 4' 8'
DIAPHRAGM. THE END WALL OPPOSITE OF THE OPENING MUST 12' 14'-18' 8d NAILS @ 4"O.C. 4' 8'
BE FULLY SHEATHED, IN THE 3-SIDED DIAPHRAGM CASES. THE 12' 20'-24' 8d NAILS @ 3"O.C. 4' 8'
END WALL WITH THE OPENING DOES NOT HAVE A MIN. RETURN 12' 12'-14' 6' 6'
WALL ON EACH SIDE OF THE OPENING.
4. USE COMMON OR GALVANIZED BOX NAILS. 12' 16'-18' 6' 6'
5. FIELD NAILING FOR 3/8" SMARTSIDE: 8d @ 12"O.C. 1 12' 1 20'-24' 18d NAILS @ 4"O.C. (BS) 6' 6'
6. ON THESE BUILDINGS 6'X 10'-18'THE T DOOR IN THE END WALL 12' 12'-14' 8d NAILS 3"O.C. 8' 4'
WILL NEED TO BE OFF SET. THERE WILL BE A 2' PANEL ON ONE 12' 16'-24' 8d NAILS a 3"O.C. BS 8' 4'
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 This item has been electronically signed and sealed
Order#. P.O.# TITLE DRAWING NO.
TUFF SHE D DESIGN ARE THE PROPERTY TUFF SHED,INC. s l
by Richard Wills,PE.On the date shown using a
Customer: Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT FL-PR-SR-TR-01 Digital Signature. No.76835 /
DRAWINGS ARE FORA DOOR DETAILS '*
Date: 3/12/19 BUILDING TO BE SUPPLIED Printed copies of this document are not considered
Storage Buildings & Garages RICHARD J.WILLS,P.E. REV. LEVEL o1 signed and sealed and the signature must be C'
Site Address: NAILING REQUIREMENTS STATE OF
AND BUILT BY TUFF SHED. verified on any electronic copies. �90 .•��o R i o a ;•�Q
TUFF SHED, MFG. FACILITIES RWILLS@TUFFSHED.COM
Checked By: ANY OTHER USE IS �'�.Fs•'•••••-•••••''���`'.�`�
FORBIDDEN USE
BOTH TUFF 1777 S. HARRISON STREET FBC, 7th EDITION (2020) SHEET ^
Date: DENVER,COLORADO 80210 L ��ut°iitttt�t
Building Size:wi�Tn-LENGTH-HE��HT-sQ.Fr.nRen SHED AND THE ENGINEER OF
RECORD. (303)753-8833 EXT.96315 155C
Scale: N.T.S. PAGE 2 OF 4
8 DEC 2020
#12-14 X 3" HEX HEAD TRIM
SELF-DRILLING SCREWS ► 1. STEEL SHED FOUNDATION: AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES
2X4X2�
600T125-054- 16 GAUGE STEEL TRACKS G140 ZINC COATED 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)GALVANIZED AUGER
T&G FLOOR DECKING. @ 24" O.C. ATTACH BRACKET TO OT17SWB-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 600T125-054) ICC ER-4943P. ANCHOR PLATE WITH -OR-
t ® 2. 3/4"APA OR TECO RATED TONGUE AND GROOVE FLOOR z_ 3/8"0 x 4"CARRIAGE OT24SWBSIDEWALL BRACKET FOR USE WITH THRU BOLTS
#10 X 3/4" PAN t t DECKING. 24" MAX PANEL SPAN. STAGGER PANEL LAYOUT. BOLT AND LOCKNUT REPORT NO. LO-FJ90129-B
HEAD SELF-DRILLING ®•. 3 FASTEN FLOOR DECKING TO JOIST&TRACKS USING 'v • WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS
.
SCREWS (2 PER TAB) ® CORNER STUD
•= #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
JOISTS. STAGGER PANEL LAYOUT PER APA CONDITION 1.
OPTIONAL LEVELING BLOCKS 4. FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO JOISTS /i //i//i//i//i//i//i ////// AUGER ANCHORS
2X6 STEEL TRACK EACH END OR TRACKS WITH #12-14 X 3" GALVANIZED SELF-DRILLING STUD-1Q 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 8' 8'-24' 4 ANCHORS
WIDTH SPACING CONTINUOUSLY SUPPORTED. 50 PSF FOR JOISTS ON BLOCKS U) 10, 10'-24' 6 ANCHORS
6'-12' 8"O.C. AS SHOWN. STUD 12' 12'-24' 6 ANCHORS
6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL 4-ANCHORS PROVIDE (1)AT EA.
BUILDING: SIDING CORNER OF THE BUILDING.
SUGGESTED SIZES: 2"x 8"x 16", 4"x 8"x 16", OR 8"x 8"x 16". 6-ANCHORS PROVIDE (1)AT EA.
OSTEEL SHED BASE DETAIL BLOCKS UNDER JOISTS SPACED @ 8'-0"O.C. MAXIMUM. _ TRIM CORNERS OF THE BUILDING AND (1)AT
1 ' " END WALL THE CENTER OF EA. SIDE WALL.
SCALE: N.T.S. BLOCKS UNDER TRACK SPACED @ 4-0 O.C. MAXIMUM.
ti
7
ANCHOR BRACKET
TO BE FLUSH WITH
OAUGER ANCHOR DETAIL EDGE OF TRIM
SCALE: N.T.S.
UNHEATED SPACE
SIDING STUD KWIK BOLT ANCHORS
(INTO CONCRETE) ANCHOR BOLT& CONTINUOUS FOOTING NOTES
TRIM 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 LENGTH QTY PER NOTES BELOW BE WWF 6X6 W1.4xW1.4. LOCATE AT MID-DEPTH OF SLAB.
-OR-
3/8" CARRIAGE LOCK NUT 6' 6'-10' 6 #4 CONTINUOUS SLAB REINFORCEMENT SHALL BE FIBERMESH 150 OR BLENDED
FIBERMESH150. FIBERMESH SHOULD BE DISPERSED UNIFORMLY
BOLT(GRADE 2) 6' 8'-14'' 8 TOP&BOTTOM THROUGH CONCRETE W/MIN.1 POUND PER CUBIC YARD OF CONCRETE.
z BASEPLATE 8' 8'-14' 6 _j 0- 1 3/4' 2. ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE AND REINFORCING
8' 16'-20' 8 U FINISH CONCRETE FLOOR BEFORE POURING CONCRETE.
FLOOR PLY 8' 22'-24' 10 M ~ GRADE 3. FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL,COMPETENT SOIL,
OT17SWB 411 OR PROPERLY COMPACTED STRUCTURAL FILL. ALLOWABLE SOIL
10' 10'-16' rr
6 BEARING PRESSURE IS 1000 PSF AT 12"BELOW GRADE.
-OR- — 4. CONCRETE:MINIMUM 28 DAY COMPRESSIVE STRENGTH,fc=2500 PSI.
10' 18'-24' 8 � z � ---�—.--- ---- 'v
OT24SWB A 5. REINFORCING STEEL:A615,GRADE 40 OR GRADE 60. ALL REINFORCING
12' 12'-18' 6 j�j/� � STEEL SHOWN TO BE CONTINUOUS MAY BE LAPPED A MINIMUM OF 38 BAR
6„ CD 12' 20'-24' 8 4 \� \� �' DIAMETERS OR 24"MINIMUM,WHICHEVER IS LARGER.
r� Z /������� a 6. SA. CATEGORY:ATTACH PR RE TREATED SOLE PLATE TO THE FOOTING USING
1/2 HILTI KWIK BOLT TZ NOTES: + // �i� / SLAB 1/2"DIA X 8"LONG SIMPSON TITEN HD ANCHOR WITH WASHERS.
STAINLESS STEEL 304 1.ANCHORS TO BE KWIK BOLT TZ, 304 SS B. EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST 5"INTO THE
EMBEDMENT DEPTH = 2 1/4" 3" CLR. \�j REINFORCEMENT CONCRETE AND SHALL BE SPACED NOT MORE THAN 6'OC.
— STEEL SHED
„ 2. PROVIDE (1)ANCHOR AT EA. CORNER � � TYP. PER NOTES BELOW C. THERE SHALL BE A MINIMUM OF 2 BOLTS PER SOLE PLATE PIECE
MIN. EDGE DISTANCE = 6 BASE OF THE BUILDING. THE REMAINING C) >_ 8" WITH 1 BOLT LOCATED NOT MORE THAN 12"NOR LESS THAN 7 BOLT
ANCHOR SPACING: RE: KWIK 6" CONCRETE ANCHORS EQUALLY SPACED ALONG THE ' 1- DIAMETERS FROM EACH END OF EACH PIECE.
BOLT ANCHORS TABLE, SHEET 3 PAD (MIN) LENGTH OF THE BUILDING. (1/2 THE `Y' MIN. THICKENED SLAB
REMAINING ANCHORS ). EA. LENGTH
SIDE EQUALLY SPACED).
(D4 CONCRETE FOUNDATION DETAIL
OSIDEWALL BRACKET DETAIL SCALE:N.T.S.
3 SCALE N.T.S.
THESE DRAWINGS AND THE \\ RDtftt777ji
Order#. P.O.# TITLE DRAWING NO. This item has been electronically signed and sealed O�Q\�N C'E Ny<�''G��
TUFF SHED DESIGN ARE THE PROPERTY TUFF SHED,INC. \
by Richard Wills,PE.On the date shown using a F':s
Customer: Drawn By: PK OF TUFF SHED,INC. THESE ENGINEERING DEPARTMENT FL-PR-SR-TR-01 Digital Signature. No.76835
DRAWINGS ARE FOR A DETAILS =*
Storage Buildings & Garages Date: 3/12/19 BUILDING TO BE SUPPLIED RICHARD J.WILLS,P.E. Printed copies of this document are not considered
g g g REV. LEVEL 01 signed and sealed and the signature must be a;
Site Address: AND BUILT BY TUFF SHED. verified on any electronic copies. i p., STATE OF
'Q`
TUFF SHED, MFG. FACILITIES RWILLS@TUFFSHED.COM 4. oP
Checked By: ANY OTHER USE IS SHEET �''�i,�ss; - ' 'G���\�°
1777 S. HARRISON STREET FBC, 7th EDITION 2020 3 'ii, OVAL
FORBIDDEN BY BOTH TUFF ( ) tptttllllVlltk��
Date:
Building Size:wicTN-LENGTH-HEIGHT-SQ.FT.AREA SHED AND THE ENGINEER OF DENVER,COLORADO 80210RECORD (303)753-8833 EXT. 96315 155C
Scale: N.T.S. PAGE 3 OF 4
8 DEC 2020
3X4 20 PLATES 3X4 20 GA PLATE:
3'-0" 1 EACH SIDE \I 1 EACH SIDE
3;1,j8 ,� 5'-0" 5:3 1/16„ 6' SPAN 8' SPAN
REACTIONS: REACTIONS:
12 / 2 MAX. VERTICAL: 180 LBS. MAX. VERTICAL: 240 LBS.
l MAX. UPLIFT: -160 LBS. MAX. UPLIFT: -195 LBS.
it
0 1 18.0°
NOTE: NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS TRUSS MAY BE USED ON BUILDING LENGTHS
00 6'-0" UP TO 12FT UNLESS CEILING JOIST OR OTHER UP TO 14FT UNLESS CEILING JOIST OR OTHER
"' 10'-0"N TENSION TIE IS PROVIDED. TENSION TIE IS PROVIDED.
to
N
10' SPAN 12' SPAN
3X4 20 GA PLATES REACTIONS: REACTIONS:
00 3X4 20 PLATES 1 EACH SIDE
MAX.VERTICAL: 300 LBS. MAX. VERTICAL: 390 LBS.
00 1 EACH SIDE 6'-0" MAX. UPLIFT: -250 LBS. MAX. UPLIFT: -285 LBS.
LO`? 4'-0 _ _I 6,3 11/16' NOTE: NOTE:
4'2 1/2" 12 TRUSS MAY BE USED ON BUILDING LENGTHS TRUSS MAY BE USED ON BUILDING LENGTHS
12 Q4 UP TO 20FT UNLESS CEILING JOIST OR OTHER UP TO 24FT UNLESS CEILING JOIST OR OTHER
Q4 TENSION TIE IS PROVIDED. TENSION TIE IS PROVIDED.
00 00
3X6 20 GA
} PLATES
1 EACH SIDE
60
00 8'-�" j
MAXIMUM DEFLECTION (12 FT. SPAN)
N 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, 7th EDITION (2020)
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: ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING THIS TRUSS ARE TO DO SO IN
ASCE 7-16, 155 mph, Exposure C, D.O.L.=1.60 ACCORDANCE TO THE RECOMMENDATIONS OF THE LATEST VERSION OF THE BCSI.
PLATES ARE MANUFACTURED BY EAGLE METAL PRODUCTS,
ICC-ES#ESR-1082.
THESE DRAWINGS AND THE This item has been electronically signed and sealed `\` GNPRD
Order#. P.O.# TITLE DRAWING NO.
TUFF SHE D DESIGN ARE THE PROPERTY TUFF SHED,INC. Di Richard Wills PE On the date shown using a P'�'
Customer: Drawn By: PK OF TUFF SHED,INC. THESE ENGINEERING DEPARTMENT FL-PR-SR-TR-01 Digital Signature. No.76835
DRAWINGS ARE FORA TRUSS DETAILS '* *
Date: 3/12/19 BUILDING TO BE SUPPLIED Printed copies of this document are not considered = c
Storage Buildings & Garages RICHARD J.WILLS,P.E. REV. LEVEL 01 signed and sealed and the signature must be .�, c'
Site Address: Sra.E OF
AND BUILT BY TUFF SHED. verifiedonanyelectroniccopies. �90 .;��oaioP::
fff
UFF SHED, MFG. FACILITIES RWILLS@TUFFSHED.COM
Checked By: ANY OTHER USE IS �'�.%..............���
8524 EAST COLONIAL DRIVE FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET FBC, 7th EDITION (2020) SHEET .�////S�oNA111100``���
ORLANDO,FL 32817 Date: SHED AND THE ENGINEER OF DENVER,COLORADO 80210
Building Size:wi�TH-LENGTH-HE���r-sQ.Fr.AREA RECORD (303)753-8833 EXT. 96315
(888)788-TUFF 155C
STORE520 Scale: N.T.S. PAGE 4 OF 4
8 DEC 2020