HomeMy WebLinkAboutProduct Approval 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
Vwd= 120 AND PLATE SIZE
EXPOSURE: C
ROOF LIVE LOAD: 20 PSF COLLAR TIE REQUIRED ONLY AT
ROOF DEAD LOAD: 10 PSF 12'WIDE SHEDS,SEE TRUSS CALCULATIONS
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: 1 Q 4 SHINGLES-FL10674-RIO
COMPONENT AND CLADDING: ROOF: 31 PSF(ZONE 1) -OR-
WIND PRESSURE(ps1 (ASD VALUES) 67 PSF(ZONE 2,3) FLORIARCHITECDA ATURAL METALS CO.THOMPSON
(BASED ON 10 SQ FT) WALL: 34 PSF(ZONE 4) VMETAL ROOFING-FI-5218-R2 42 PSF(ZONE 5) SIMPSON H2.5A PLATE ON
INTERNAL WIND PRESSURE COEFFICIENT: +0_18 SEE THE TRUSS INSIDE AT EACH RAFTER
(ENCLOSED BUILDING) -0_18 w CD CONNECTION
J
FLORIDA BUILDING APPROVAL NUMBERS—
DETAIL-DETAIL 2 WALL TOP PLATES
1.WINDOWS BY CROFT LLC- FLORIDA BUILDING APPROVAL ¢ WALL FRAMING TO BE
2x4 SYP#2 OR BETTER
#FL15585-R2. SIDING
2.LP SMARTSIDE SIDING-FLORIDA BUILDING APPROVAL#FL9190.6. SEE SHEET 3 FOR STEEL FLOOR WITH @ 16"O.C.
3.SHINGLES BY OWENS CORNING- FLORIDA BUILDING APPROVAL ANCHOR DETAIL OR FOUNDATION DETAIL IF BUILDING IS LOCATED STUDS 75<V
#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#FL17206.2. co aI TREATED STUDS ARE REQUIRED- O TRUSS TO WALL
5.THOMPSON ARCHITECTURAL METALS CO.METAL ROOFING- ONE SQ INCH VENT CONNECTION DETAIL
FLORIDA BUILDING APPROVAL#FL5218-R2. O BUILDING SECTION FOR EVERY ONE SQ FT SCAM N.TS.
6.INNOVATIONS MANUFACTURING,INC.TRANSOM WINDOWS- 1 SCALE'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
HEADER NAILING:
HEADER TO STUD- 4-16d END NAIL DOUBLED HEADER DOUBLE TOP PLATE
-16d @ 16"STAGGERED FACE NAIL CRIPPLES(IF REQ.) CRIPPLES(IF REQ.)
NAILING: HEADERS FOR HEADERS FOR
OPENINGS UP TO 4'-0"
REFER TO SHEET 2 FOR WALL AND ROOF SHEATHING NAILING. OPENINGS UP TO T-0 USE 2)2x4 SYP#2
USE(2)2x4 SYP#2 �SE(2)2x6 SYP PE INGS �6'-0"
MAX WALL HEIGHT FOR EACH SHED: 2x4 WINDOW SILL OPENINGS 6'-1"TO 8'-0"
SR600-5'-8 1/4"(68 1/4") USE(2)2x8 SYP#2
TR700-6'-81/4"(801/4") FLOOR DECKING ING STUD TRIMMER HEADERS FOR:M/j
PR-6'-4 1/2"(761/2") BASE PLATE BASE PLAT OPENINGS UP TO 6'-O"USE 2)2x,
9.""- D FLOOR D C IN OPENINGS 6'-1"TO 8'-0"USE(2)2
FOR OPENINGS UP TO 8' REFER TO THE DOOR DETAIL(SHEE
FOR WINDOW OPENINGS UP TO T-0" THE DOOR DESIGN
3 WINDOW HEADER DETAIL 38 DOOR HEADER pE I ( 4 HEADER DETAIL FOI
FOR SIDE WALLS O FOR SIDE WALL ��� ti 111/iiia O END WALLS
SCAM N.TS. SCAIE:N.T.S. \ V/ / SC -N.TS.
Order#. P.O.# THESE DRAWINGS AND THE FLORIDA LICENSE P7 F'• TITLE
TUFF SHED DESIGN ARE THE PROPERTY TUFF SHED,INC. G
Customer: Drawn By: PK OFT SHED,INC. THESE ENGINEERING DEPARTMENT N .76835
DRAWINGS ARE FORA SEALER'S PRINTED BUILDING SECTIONS
Storage Buildings&Garages Date: 12/3/14 BUILDING TO BE SUPPLIED RICHARD J.WILLS,P.E. —
Site Address: AND BUILT BY TUFF SHED. RICHARD WILLS = HEADER FRAMING DETAILS
L_I1.�1 TUFF SHED,MFG.FACILITIES Checked By: ANY OTHER USE IS e
FORBIDDEN BY BOTH TUFF 1777 S.HARRISON STREETS, ATE OF •Q
Building Size:x"oTN-�eNon�-NeicNr-savr.nNFw Date. SHED AND THE ENGINEER OF DENVER,COLORADO 80210 �i��Oc •,,:O R 1 O P\11,N'' FBC,5th EDITION(2014)
Scale. N.T.S. RECORD (303)753-8833 EXT.5618 // /Qd \ \/DATE 155C
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 REQUIREMEI
MARK MAX. MARK
WALLS END SIDE COMB. MIN TOTAL WALLS END SIDE MAX.
DOOR HANDLE AND STRIKE BEING WALL WALL OPENING COMBINED BEING WALL WALL COMB.
USED WIDTH LENGTH EDGE NAILING (NOTE 2) SHEAR WALL USED WIDTH LENGTH EDGE NAILING OPENIN(
SINGLE DOOR ASSEMBLY INSTALL DOOR HANDLE PER NO OPENINGS ALONG THE WALL NO OPENINGS ALONG THE WALL
TOP VIEW MANUFACTURER'S
s,",F-".TS 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. SE
SQUARE DRIVE WOOD SCREWS. 8. 8_24' 8d NAILS 6"O.C. 0' 8'-24' -6- 8'-9' 8d NAILS 4"O.C. SE
BOLT LATCH ON FIXED DOOR FOR @ @
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'
ATTACH(1)BOLT LATCH AT THE TOP AND OF THE #8 x 2"SQUARE DRIVE WOOD SCREWS. 12' 12'-24' 8d NAILS @0 O.C. 0' 12'-24' 6' 14'-18' 8d NAILS @ 4"O.C. 0'
PIXEDL LATCHOOR ATT CH EAC EACH LATCH
■MIN 2'- 0"RTN WALLS ON EACH END OF WALL- ■MIN 2'-0"WALL SEGMENT 8' 8'-24' 8d NAILS @ 6"O.C. 0'
ASSEMBLY WITH(41#8 x 2-1/4"SQUARE 8' 6'-18' 8d NAILS 6"O.C. UP TO 12' 4' 10' 10'-24' 8d NAILS @ 6"O.C. 0'
DRIVE WOOD SCREWS. 8' 8'-24' 8d NAILS 6"O.C. UP TO 12' 4' 12' 1 12'-24' 8d NAILS @ 6"O.C. 0'
0 10' 10'-24' 8d NAILS 4"O.C. UP TO 12' 4' ■MIN 2'-0"RTN WALLS ON EACH END OF WALL- -MIN 2'-0"'
12' 12'-24 8d NAILS @ 4"O.C. UP TO 12' 4'
6' 6--g- 18d NAILS @ 6"O.C. 3-
ROOF SHEATHING(7N6"OSB) 6' 2' 8d NAILS @ 6"O.C. BS 3-
6' 14'-18' 18d NAILS @ 4"O.C. BS 31
WIDTH LENGTH I FIELD NAILING I EDGE NAILING 8' 8'-14' 18d NAILS @ 6"O.C. 3'
EXTERIOR DOOR SHEATHING 6' 6'-18' 8d NAILS @ 12"O.0 8d NAILS @ 4"O.C. 8' 16'-22' 18d NAILS 4"O.C. 3'
DOUBLE DOOR ASSEMBLY 3/8"SMARTSIDE OR 3/8"SMARTSIDE 8' 8'-24' 8d NAILS @ 12"O.0 8d NAILS @ 4"O.C. 8' 24' 18d NAILS 3"O.C. 3'
B TOP VIEW WITH FOIL BACKER 10' 10'-24' 8d NAILS @ 12"O.0 8d NAILS @ 4"O.C. 8' 8'-10' j8d NAILS @ 6"O.C. 4'
Sw-■.Ts. INTERIOR DOOR SHEATHING 12' 12'-24' 8d NAILS @ 12"O.0 8d NAILS @ 4"O.C. 8' 12'-16' 8d NAILS @ 4"O.C. 4'
7/16"OSB OR 7/16"OSB WITH NOTES: 8' 18'-24' 8d NAILS @ 3"O.C. 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. 3'
DOOR FOR DOUBLE DOOR OF 0.131"AND A LENGTH OF 21/2". 10' 24' 8d NAILS @ 4"O.C. 3'
10' 10'-18' 8d NAILS @ 6"O.C.
WHEN THE FIXED DOOR IS 10' 20'-24' 8d NAILS 4"O.C. 4'
CLOSED AND BOTH BOLT 10' 10' 8d NAILS 6"O.C. 6'
LATCHES ARE ENGAGED,THE 10' 12'-18' 8d NAILS
TOP BOLT LATCH WILL REST HINGE ATTACHMENT @ 4"O.C. 6-
AGA NST
'AGAINST THE INSIDE EDGE OF 10' 20'-24' 8d NAILS 3"O.C. 6'
THE HEADER,AND THE BOTTOM 3 TUFF SHED HINGES 12' 12'-24' 8 6' O.C. 4'
BOLT WILL REST INA )
PRE-DRILLED HOLE IN THE ER DOORIDOOR 12' 12'-18' 6'
FLOOR DECKING. • PANEL,FILL EVERY12' 20-241 6'
HOLE IN HINGE WITH A
• • — #8 x 2-1/4"SQUARE 12' 12'-18' 8 -NAILSO.C. 8'
• DRIVE WOOD SCREW. 12' 20'-24' 8'
DOOR THRESHOLD TABLE NOTES:
1.NAILING IS FOR 3/8"SMARTSIDE PANE R 3/8"SMARTSIDE WITH FOIL BACK
2.NO SINGLE OPENING GREATER THAN -0"
DOUBLE DOOR ASSEMBLY HINGE ASSEMBLY 3.'6'WIDE X 6'-9'LENGTH BUILDINGS A E BASED ON 3-SIDED DIAPHRAGM.
O SIDE VIEW 3 FRONT VIEW THE END WALL OPPOSITE OF THE ENING MUST BE FULLY SHEATHED,IN
3-SIDED DIAPHRAGM CASES. THE ND WALL WITH THE OPENING DOES NO
sr :■.TS. sem:N.T.S. A MIN.RETURN WALL ON EACH SI E OF THE OPENING.
4.USE RING SHANK NAI WIT A S NK DIAMETER OF 0.113"AND A LENGTH
DOORS: 5.FIELD NAILING FOR 3/ "SM TSI 8d @ 12"O.C.
STANDARD DOOR CONSTRUCTION FOR TUFF SHED DOORS 6.ON THESE BUILIDNG X -18' HE T DOOR IN THE END WALL WILL NEED'
UP TO 48"x 801/4"ON SINGLE HUNG DOORS AND 96"x 801/4" OFFSET. THERE WI L E 2'P EL ON ONE SIDE AND A V PANEL ON THE I
ON DOUBLE DOORS EXCEED ALL LOAD REQUIREMENTS FOR OF THE DOOR.
THE LOAD CRITERIA ON SHEET 1. 7.(BS)-DESIGNATES L H NEED TO BE SHEATHED ON BOTH SIDES.
Order#. P.O.# THESE DRAWINGS AND THE FLORIDA LICENSE P F•:� �i TITLE I
TUFF DESIGN ARE THE PROPERTY TUFF SHED,INC.
Customer: Drawn By: PK OF TUFF SHED,INC. THESE ENGINEERING DEPARTMENT �* - 6835
DRAWINGS ARE FOR A SEALER'S PRINTE[�JA711• DOOR DETAILS
Storage Buildings&Garages Date: 12/3/14 BUILDING TO BE SUPPLIED =J.WILLS,P.E. = * *_
Site AddfeSs: AND BUILT BY TUFF SHED. RICHARD WILLS .a NAILING REQUIREMENTS I
TUFF SHED,MFG.FACILITIES Checked By: ANY OTHER USE IS i 9 TATE of
FORBIDDEN BY BOTH TUFF 1777 S.HARRISON STREET i O < FBC,5th EDITION(2014)
BUIIdIn9 SIZe:vnoT"- cn�-"eicxr-saFr.anea Date' SHED AND THE ENGINEER OF D�30 )53 830RAD0 60810 ���/� ........NG�I��'IN 155C ,
Scale: N.T.S. RECORD. I /DATE
I
#12-14 X 3"HEX HEADI 1. STEEL SHED FOUNDATION: TRIM
SELF-DRILLING SCREWS SIDING AUGER ANCHOR COMPONENTS BY OLIVER TECHNOI
600T125-054-16 GAUGE STEEL TRACKS G140 ZINC COATED 2X4X2' 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)GALVANIZE
T&G FLOOR DECKING. @ 24"O.C. ATTACH BRACKET TO OTI7SWB-SIDEWALL BRACKET FOR USE WITI-
2X6 STEEL JOISTS (SUPPLIER:ALLIED STUDCO(JOIST:600S137-054/TRACK: STUD THRU HOLE IN REPORT NO.LO-FJ90129-A
@ 24"OC 600T125-054)ICC ER-4943P. ANCHOR PLATE WITH -OR-
12. 3/4"APA OR TECO RATED TONGUE AND GROOVE FLOORz 3/8"0 x 4"CARRIAGE OT24SWBSIDEWALL BRACKET FOR USE WITH 1
#10 X 3/4"PAN��;®. I 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 LI
#8 x 1-5/8"ZINC PLATED SCREWS @ 12"
SCREWS(2 PER TAB) 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
JOISTS. STAGGER PANEL LAYOUT PER APA CONDITION 1. rx_
OPTIONAL LEVELING BLOCKS 4. FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO JOISTSi AUGER ANCHORS
2X6 STEEL TRACK EACH END OR TRACKS WITH#12-14 X 3"GALVANIZED SELF-DRILLING STUD-,,, 3 WIDTH LENGTH #1
i SCREWS.REFERENCE SPACING CHART. 6' 6'-18' 4
BASE PLATE SCREW SPACING i 5. ALLOWABLE FLOOR LIVE LOAD:75 PSF FOR STEEL JOISTS o 8' 8'-24' 4
WIDTH SPACING CONTINUOUSLY SUPPORTED. 50 PSF FOR JOISTS ON BLOCKS 10' 10'-24' 4
6'-12' 8"O.C. AS SHOWN. q STUD 12' 12'-24' 4
6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL io
BUILDING: SIDING 4-ANCHORS PROVIDE 1
SUGGESTED SIZES:2"x 8"x 16", 4"x 8"x 16",OR 8"x 8"x 16". CORNER OF THE BUILD[
BLOCKS UNDER JOISTS SPACED @ 8'-0"O.C.MAXIMUM. TRIM
STEEL SHED BASE DETAIL END WALL
SCALE:N.T.S.0) BLOCKS UNDER TRACK SPACED @ 4'-0"O.C.MAXIMUM.
ANCHOR BRACKET
TO BE FLUSH WITH
OAUGER ANCHOR DETAIL EDGE of TRIM
SCALE:N.T.S.
SIDING UNHEATED SPACE
STUD KWIK BOLT ANCHORS
(INTO CONCRETE ANCHOR BOLT&
TRIM RE:DETAIL 3 SHEET 3 CONTINUOUS FOOTING NOTES
P.T.SILL PLATE 1. TOP OF SLAB TO BE 6'MIN.ABOVE GRADE.SLAB R
3/8"NYLON WIDTH LENGTH 10TY PER NOTES BELOW BE WWF 6X6 W1.4xW1.4.LOCATE AT MID-DEPTH 01
LOCK NUT 6' 6'-10' 6 -OR-
3/8"CARRIAGE 6' 12'_18' 8 #4 CONTINUOUS SLAB REINFORCEMENT SHALL BEFIBERMESH150(
BOLT(GRADE 2) FIBERMESH150.FIBERMESH SHOULD BE DISPERSE
BASEPLATE 8' 8'-14' 6 1 3/4' TOP&BOTTOM THROUGH CONCRETE W/MIN.1 POUND PER CUBIC
Z •J D: 2. ALL FOOTING FORMS SHALL BE INSPECTED FOR SI.
8' 16'-20' 8 U FINISH CONCRETE FLOOR BEFORE POURING CONCRETE
FLOOR PLY 8' 22'-24' 10 GRADE 3. FOOTINGS SHALL BEAR ON UNDISTURBED NATURA
OTI7SWB V 1 O' 10'_16' 6 OR PROPERLY COMPACTED STRUCTURAL FILL ALI
_OR- BEARING PRESSURE IS 1000 PSF AT 12•BELOW GRI
10' 18''24' 8Z ___ _________ v 4. CONCRETE:MINIMUM 28 DAY COMPRESSIVE STREI
OT24SWB 12' 12'_18' 6 —2 a° a S. REINFORCING STEEL:A615,GRADE 40 OR GRADE 6
6" O 12, 20'-24' 8 c STEEL SHOWN TO BE CONTINUOUS MAY BE LAPPE
�������� DIAMETERS OR 24"MINIMUM,WHICHEVER IS LARGE
1/2"HILTI KWIK BOLT TZ ? ��\ �\ n �� �� ���� 6. SEISMIC DESIGN CATEGORY:B
NOTES: / /.�/ A. A ACHPRESSURE TREATED SOLE PLATE TO
STAINLESS STEEL 304 1.ANCHORS TO BE KWIK BOLT TZ,304 SS i SLAB 1 DIAx7•LONG SIMPSON TITEN ANCHOR Wf
B. PANSION BOLTS SHALL BE EMBEDDED AT LE
EMBEDMENT DEPTH=21/4" STEEL SHED REINFORCEMENT ONCRETEANDSHALLBESPACEDNOTMORE
2.PROVIDE(1 ANCHOR AT EA.CORNER 3"CLR.
MIN.EDGE DISTANCE=6" BASE OF THE BUILDING.THE REMAINING a PER NOTES BELOW C. HERE SHALL BE A MINIMUM OF 2 BOLTS PER;
ANCHOR SPACING:RE:KWIK 4"CONCRETE ANCHORS EQUALLY SPACED ALONG THE U TYR ITH 1 BOLT LOCATED NOT MORE THAN 12•Nc
LENGTH OF THE BUILDING.(1/2 THE co DIAMETERS FROM EACH END OF EACH PIECE.
BOLT ANCHORS TABLE,SHEET 3 PAD(MIN) REMAINING ANCHORS ON EA.LENGTH 8" THICKENED SLAB
SIDE EQUALLY SPACED). MIN.
OSIDEWALL BRACKET DETAIL ® CONCRETE FOUNDATION DETAIL
SCALE:N.T.S. SCALE:N.T.S. \I I !
Order#. P.O.# THESE DRAWINGS AND THE FLORIDA LICENSE PE#76835 ��� 9 ITLE
TUFFSHED DESIGN ARE THE PROPERTY TUFF SHED,INC. C
Customer: Drawn By: PK OF TUFF SHED,INC. THESE ENGINEERING DEPARTMENT Fti••. ��
DRAWINGS ARE FOR A -; 1 SEALER'S PRINTED NAME: i DETAILS
Storage Buildings&Garages Date: 12/3/14 BUILDING TO BE SUPPLIED RICHARD J.WILTS,P.E. N
Site Address: AND BUILT BY TUFF SHED. RICHARD WILLS —
TUFF SHED,MFG.FACILITIES Checked By: ANY OTHER USE IS =O
FORBIDDEN BY BOTH TUFF 1777 S.HARRISON STREET ^ Tyr •• SBC,5th EDITION(2014)
NE
Date: SHED AND THE ENGINEER OF DENVER,COLORADO 80210 J'• O
Building Size:'WM -LENM-HEIGNT-SG.Ff.ANEl1 P�••�0 � ' ��
RECORD (303)753-8833 EXT.5618 ( \\ 155C
Scale: N.T.S.
SEl�fi� TNA. .F.•! •T
7jllll Illlil\1\ ,Q
�O 3X4 20 PLATES 3X4 20 GA PLATES
T-0" 1 EACH SIDE 1 EACH SIDE
3,1 2/8. n418.0*
S.31/16" 6'SPAN 8'SPAN
REACTIONS: REACTIONS:
12 12 MAX.VERTICAL:205 LBS. MAX.VERTICAL:255 LBS.
4 Q4 MAX.UPLIFT:-160 LBS. MAX.UPLIFT:-195 LBS.
+= NOTE: NOTE:
00 1+
TRUSS MAY BE USED ON BUILDING LENGTHS TRUSS MAY BE USED ON BUI
6'-0" UP TO 12FT UNLESS CEILING JOIST OR OTHER UP TO 14FT UNLESS CEILING
co 10'-0"
N TENSION TIE IS PROVIDED. TENSION TIE IS PROVIDED.
N
10'SPAN 12'SPAN
3X4 20 GA PLATES REACTIONS: REACTIONS:
3X4 20 PLATES r�i 1 EACH SIDE MAX.VERTICAL:510 LBS. MAX.VERTICAL:630 LBS.
1 EACH SIDE 6'4' MAX.UPLIFT:-250 LBS. MAX.UPLIFT:-285 LBS.
iB�? 4'-0" - 6-311/16" NOTE: NOTE:
421/2" 12 TRUSS MAY BE USED ON BUILDING LENGTHS TRUSS MAY BE USED ON BU
�2 Q4 UP TO 20FT UNLESS CEILING JOIST OR OTHER UP TO 24FT UNLESS CEILINC
Q4 TENSION TIE IS PROVIDED. TENSION TIE IS PROVIDED.
3X6 20 GA
" PLATES
1 EACH SIDE
io V-0" EO-
En
6,-0„ MAXIMUM DEFLECTION(12 FT.SPAN)
a 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/TPI 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 BCSI.
TUFF SHED Order#. P.O.# THESE DRAWINGS AND THE DESIGN ARE THE PROPERTY TUFF SHED,INC. FLORIDA LICENSE PE#76 H, 0 TITLE
Customer. Drawn By: PK OF TUFF SHED.INC. THESE ENGINEERING DEPARTMENT
DRAWINGS ARE FORA SEALER'S PRINTED N ,r• 0- TRUSS DETAILS
Storage Buildings&Garages Date: 1213/14 BUILDING TO BE SUPPLIED RICHARD J.WILLS,P.E.
Site Address: AND BUILT BY TUFF SHED. RICHARD WILLS
TUFF SHED,MFG.FACILITIES Checked By: ANY OTHER USE IS = y
o FORBIDDEN BY BOTH TUFF 1777 S.HARRISON STREET =�; FBC,5th EDITION(2014)
Building Size:wuTM.�STM- �xr-5o.�r. Date: SHED AND THE ENGINEER OF DENVER,COLORADO 80210 0 •:�r9T of :r
RECORD (303)753-8833 EXT.5618 155C
Scale: N.T.S. L•, dMTUR D �
t i 1111111 ` �P