HomeMy WebLinkAboutProduct Approval l�_,• "�1 - E-XI
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Tuff Shed, Inc. ' ' =='� 3 sto er Name: Dann Felton
1 ��t' �t e iiria r:ciinty, FL
State of Florida License #CBC126A45 ' Address: 2202 JoHaywood Drive
Product Approval (NOA) Cover Sheet Permit#
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. Florida approved products are listed on line at
www.floddabuilding.org or can be obtained from the local product supplier.
All Products listed are per Florida Building Code 2014 5th Edition
Standard Shed Materials
X Product Type Manufacturer Model#/ FL product HVHZ Exp Date
y Siding (Panel) LP Corp Panel FL9190.6-R4 YES 06/01/17
y Window-Sliding PGT Industries HR-4510 FL242.9 YES 04/05/22
Fixed Transom Innovations Inc. Transom FL17667 YES 12/31/18
y Roof underlayment Woodland industries 151b Felt FL17206.1-R3 YES 06/24/24
y Asphalt Shingles Owens Corning Oakridge FL10674.1-R12 YES 08/20/17
Door(Double) Tuff Shed, Inc. Premier- Double Door FL22202.1 YES 04/17/27
Door(Single) Tuff Shed, Inc. Premier-Single Door FL22202.2 YES 04/17/27
Door(Double) Tuff Shed, Inc. Sundance - Double Door FL22202.3 YES 04/17/27
y Door(Single) Tuff Shed, Inc. Sundance - Single Door FL22202.4 YES 04/17/27
Custom Materials Used
Siding (Lap) James L Hardie Lap FL10477.1-R5 YES 05/10/24
Steel Door- Inswing JELD-WEN 6 panel/3068/ Inswing FL11136.1-R5 YES 08/31/20
Steel Door-Outswing JELD-WEN 6 panel/3068/Outswing FL11136.2-R5 YES 08/31/20
Full lite Door JELD-WEN 3068 FL17454.1-RO NO 12/31/19
Full lite Door JELD-WEN 6068
9 lite Door JELD-WEN 3068
Metal Roofing Thompson Arch Metal Company 5V Crimp FL5218-R2.2 YES 12/31/19
Metal Roofing Thompson Arch Metal Company TM Rib FL5218-R2.1 YES 12/31/19
Flood Vents Flood Solutions LLC Foundation FL17588 YES 03/31/18
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
2. DESIGN LOADING: OVERHANG OPTIONS REFER TO PAGE 4 FOR TRUSS DESIGN,
WIND SPEED: Vei,= 165 LUMBER SIZE,TRUSS SPACING
Vaw= 128 AND PLATE SIZE TOE NAIL WITH(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) 92 FLORIDA APPROVED OWENS RAFTER
CORNING OAKRIDGE 30 YEAR
RISK CATEGORY: 14 SHINGLES-FL10674-R10
COMPONENT AND CLADDING: ROOF: 33 PSF(ZONE 1) -OR-
WIND PRESSURE(psi)(ASD VALUES) 57 PSF(ZONE 2) FLORIDA APPROVED THOMPSON
(BASED ON 10 SO FT) 84 PSF(ZONE 3) ARCHITECTURAL METALS CO.
WALL:39 PSF(ZONE 4) METAL ROOFING-FL5218-R2
SPLATE
46 PSF(ZONE 5) SEE THE TRUSS INSIDE AT EACH RAFTER
CONNECTION
INTERNAL WIND PRESSURE COEFFICIENT: '0.18 0�, .r = DETAIL-DETAIL 2 WALL TOP PLATES
(ENCLOSED BUILDING) WALL FRAMING TO BE
FLORIDA BUILDING APPROVAL NUMBERS fD 2x4 SPF#2 OR BETTER SIDING
1.WINDOWS BY PGT INDUSTRIES,INC- FLORIDA BUILDING SEE SHEET 3 FOR STEEL FLCOR WITH @ 16"O.C.
APPROVAL#FL242.9,NOA#16.0714.14 ANCHOR DETAIL OR FOUNDATION DETAIL- STUDS
2.LP SMARTSIDE SIDING-FLORIDA BUILDING APPROVAL#FL9190.6-R4. IF BUILDING IS LOCATED
3.SHINGLES BY OWENS CORNING- FLORIDA BUILDING APPROVAL IN A FLOOD ZONE THEN
#FL10674.1-R12. UP TO 12'WIDE FLOOD VENTS AND PRESSURE
4.ROOF UNDERLAYMENT BY WOODLAND INDUSTRIES INC.- TO ( TREATED STUDS ARE REQUIRED- O TRUSS TO WALL
FLORIDA BUILDING APPROVAL#FL17206.2-R3. ONE SO INCH VENT 2 CONNECTION DETAIL
5.THOMPSON ARCHITECTURAL METALS CO.METAL ROOFING- BUILDING SECTION FOR EVERY ONE SO FT ecce NT,s
FLORIDA BUILDING APPROVAL#FL5218.1-R2. 6—NJA OF BUILDING
6.INNOVATIONS MANUFACTURING,INC.TRANSOM WINDOWS-
FLORIDA BUILDING APPROVAL#FL17667.1.
7.FLOOD SOLUTIONS,LLC FLOOD VENTS(IF REG'D)- KING STUD CRIPPLE STUD
FLORIDA BUILDING APPROVAL#FL17588.1. DOUBLE TOP PLATE
8.TUFF SHED,INC DOORS-FLORIDA BUILDING APPROVAL DOUBLE TOP PLATE
vu�: ^• !^s�x� r•�^ s CRIPPLES IF REQ.#FL22202.1 AND#FL22202.2 jP ° °�'p° CPM
HEADERS FOR HEADERS FOR
OPENINGS UP TO 4'-0"
OPENINGS UP TO 3'-U' USE(2)2x4 SPF#2
HEADER NAILING: USE(2)2x4 SPF#2 OPE I GS 4'-1"TO 6'-0"
HEADER TO STUD-4-16d END NAIL DOUBLED HEADER USE 2 2x6 SPF#2
-16d @ 16"STAGGERED FACE NAIL
OPENINGS2x 6'-1"#2 7'6"
USE(2 2x8 S F#2
OPEN(IpNGS 7'7"TO 8'-0"
NAILING: r r m 2x4 WINDOW SILL USE
STUD 10 PF#2
ING� ECC'ifw,.,h'q; Ix";: [ FLOOR DECKING TRIMMER HEADERS FOR: TRIMMER STUD
REFER TO SHEET 2 FOR WALL AND ROOF SHEATHING NAILING. BASE PLATE BASE PLATE' OPENINGS UP TO 7'-0"USE(2 2x4 SPF#2
�l)� n g C��7 KING STUD FLOOR DECK G OPENINGS T-1"TO 8'-0"USE(2)2X6 SPF#2
MAX WALL HEIGHT FOR EACH SHED: FOR OPENINGS FL TO -E REFER TO THE DOOR DETAIL(SHEET 2)FOR
SR600-5'-8 114"(68 1/4") PERIMITTiNG FOR WINDOW OPENINGS UP TO 3'-0" THE DOOR DESIGN
TR700-6'-81/4"(801/4") St.Lucie County,FL WINDOW HEADER DETAIL DOOR AD DE IL HEADER DETAIL FOR
PR-6'-41/2'(761/2') FOR SIDE WALLS38 FOR SI EWA S 4 END WALLS
eC,LLE N.T.6 6CME:N.T.B 98NE:N.T.A.
TUFF SHED
Order#. P.O.# THESE DRAWINGS AND THESHED,INC. ((( //!/I/,
/ TITLE DRAWING -T
Customer Drawn By: PK OF TO.
IUFF SHED, NCR THESE SE ENGINIIERING DBFARTMSNNT ��`\\!,.A .�/�//// FL-PR-SR-TR-01
DRAWINGS ARE FORA s�4 //iBUILDING SECTIONS
Storage Buildings&Garages Date: 8115/16 BUILDING TO BE SUPPLIED RICHARD I,Wffi C�P.E. F S REV.LEVEL 01
Site Address: AND BUILT BY TUFF SHED, No 76835 HEADER FRAMING DETAILS
TUFF SHED,MFG.FACILITIES
Checked By: ANY OTHER USE IS 1777 S.HARRISON STREET = FBC,61h EDITION 2014
FORBIDDEN BY BOTH TUFF = .;*_ ( ) SHEET
Building Size:—.—.—.-,— Date: SHED AND THE ENGINEER OF DENVER,COLORADO 80210
RECORD (303)753-8833 EXT.5618 �-O 4
Scale: N.T.S. 9pTAT of 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
MARK MAX. MARK
WALLS END SIDE COMB. MIN TOTAL WALLS END SIDE MAX. MIN TOTAL
DOOR HANDLE AND STRIKE 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 I SHEAR WALL
0 SINGLE DOOR ASSEMBLY INSTALL DOOR HANDLE PER NO OPENINGS ALONG THE WALL NO OPENINGS ALONG THE WALL
TOP VIEW MANUFACTURER'S
•s INSTRUCTIONS. USE#8 x 2-1/4" 6' 6'-24' 8d NAILS @6"O.C. 0' 6'-24' '6' 1 6'-8' 8d NAILS @ 4"O.C. SEE NOTE 3
SQUARE DRIVE WOOD SCREWS. 8' 8'-24' 8d NAILS @ 6"O.C. 0' 8'-24' '6' 9' 8d NAILS @ 3"O.C. SEE NOTE 3
BOLT LATCH ON FIXED DOOR FOR
ATTACH STRIKE PLATE WITH(3) 10' 10'-24' 8d NAILS @ 6"O.C. 0' 10'-24' 6' 10' 8d NAILS'@ 6"O.C. 0' 6'
(()) S�LLAA)) #8 x 2"SQUARE DRIVE WOOD 12' 12'-24' 8d NAILS @ 6"O.C. 0' 12'-24' - 6' 12'-16' Bd NAILS @ 4"O.C. 0' 6'
ATTACH F11X BOLT
TCH AT THE BOTT
ATTACH EACH BOM THETCH SCREWS.
-MIN 2'-0"RTN WALLS ON EACH END OF WALL- -MIN 2'-0"WALL SEGMENT 6' 18'-22' Bd NAILS @ 3"O.C. 0' 6'
ASSEMBLY WITH(4)#8 x 2-1/4"SQUARE 6' 6-24' 8d NAILS 6"O.C. UP TO 12' 4' 8' 8'-14' Bd NAILS @ 6"O.C. 0' 8'
DRIVE WOOD SCREWS. 8' 8'-24, 8d NAILS 6"O.C. UP TO 12' 5' 8' 16'-22' 8d NAILS @ 4"O.C. 0' 8'
o B' 8,-24, 8d NAILS 4"O.C. UP TO 12' 3' 8' 24' Bd NAILS @ 3"O.C. 0' B.
10' 10'.24' 8d NAILS @ 6"O.C. UP TO 12' 6' 10' 10'-18' 8d NAILS @ 6"O.C. 0' 10'
10' 10'-24' 8d NAILS CO 4"O.C. UP TO 12' 4' 10' 20'-24' 8d NAILS @ 4"O.C. 0' 10'
12' 12'-24' 8d NAILS @ 6"O.C. UP TO 12' 7' 12' 12'-22' Bd NAILS @ 6"O.C. 0' 12'
12' 12'-24' Bd NAILS 4"O.C. UP TO 12' 5'
12' 12'-24' 8d NAILS 3"O.C. UP TO 12' 4' 12' 24' Sd NAILS @ 4"O.C. 0' 12'
EXTERIOR DOOR SHEATHING - ■MIN 2'-0"RTN WALLS ON EACH END OF WALL- -MIN 2'-0"WALL SEGMENT
ODOUBLE DOOR ASSEMBLY 3/8"SMARTSIDE OR 3/8"SMARTSIDE ROOF SHEATHING(7/16"OSB) - 8 NAILS @ 4"D.C. SEE NOTE 3
tDOORTHRESHOLD
WITH FOIL BACKER 8 AIL 3 O. SEE NOTE 3
TOP VIEW WIDTH LENGTH FIELD NAILING EDGE NAILINGINTERIOR DOOR SHEATHING 6' 6'-18' 8d I S @ 6"O.C. 8d NAILS @ 4"O.C. 6' ' 8 AILS @ 3 O. .(BS) ' 2' RE:NOTE67/16"OSB OR 7/16"OSB WITH 8' B'-24' 8d AILS@6"O.C. BdNAILS@4'O.C. `8' 8'-10' 8d NAILS 4"O.C. 3'. SEENOTE3FOIL BACKER `8' 12' 8d NAILS 3"O.C. 3'
BOLT LATCH ON FIXED 10' 10'-24' 8d NAILS @ 6"O.C. 8d NAILS @ 4"O.C.DOOR FOR DOUBLE DOOR 12' 12'-24' 8d NAILS @ 6"O.C. 8d NAILS @ 4'O.C. B' B' 8d NAILS 6"O.C. 3' 5.
B' 10'-14' 8d NAILS 4"O.C. 3' 6.WHEN THE FIXED DOOR IS 8' 8'- 8' 8d NAILS 3"O.C. 3' '
CLOSED AND BOTH BOLT NOTES: 8' 6'-18 8d NAILS @ 4"O.C. 4' 4'
LATCHES ARE ENGAGED THE 1.USE 2 3/8"x 0.113 GALVANIZED RING SHANK NAILS. 81-10'TOP BOLT LATCH WILL RAST 8' 12'-14' 8d NAILS @ 3"O.C. 4' 4'
AGAINST THE INSIDE EDGE OF HINGE ATTACHMENT
THE HEADER,AND THE BOTTOM 3 TUFF SHED HINGES 0' 10'-14' 8d NAILS 4"O.C. 3' SEE NOTE 3
BOLT WILL REST IN A �� '10' 15' 8d NAILS 3"O.C. 3' SEE NOTE 3
PRE-DRILLED HOLE IN THE R DOOR/DOOR 10' 10'-12' 8d NAILS 8"O.C. 3' 7'
FLOOR DECKING. • PANEL FILL EVERY TABLE NOTES:
HOLE IN HINGEWITHA 10' 14'-18' 8d NAILS 4"O.C. 3' 7'
#8 x 2-1/4"SQUARE 1 NAILING IS FOR 3/8"SMARTSIDE PANEL OR 3/8"SMARTSIDE 10' 20'-24' 8d NAILS 3"O.C. 3' 7'
DRIVE WOOD SCREW. WITH FOIL BACKER.2.NO SINGLE OPENING GREATER THAN 8'-0" 10' '-1 8 A @ 6'O. 6'
3.'6'WIDE X 6'-9', 'B'WIDE X 8'-12','10'WIDE X 10'-15'LENGTH 10' 12'-16' 8d NAILS 4"O.C. 4' 6'
BUILDINGS ARE BASED ON 3-SIDED DIAPHRAGM.THE END WALL 10' 1 18'-22' 8d NAILS 3"O.C. 4' 6'
.OPPOSITE OF THE WALL WITH OPENINGS MUST BE FULLY 10' 10' 8d NAILS 4"O.C. 6' '
ODOUBLE DOOR ASSEMBLY O HINGE ASSEMBLY SHEATHED WITH NO OPENINGS. 10' 12'-14' 8d NAILS 3"D.C. 6' a'
2 SIDE VIEW 3 FRONT VIEW 4.USE COMMON OR GALVANIZED BOX NAILS. 12' 12'-14' 8 4' B.
S�".r.3. a 18 5.FIELD NAILING FOR 3/8"SMARTSIDE:8d 6"O.C.
6.ON THESE BUILDINGS 6'X 10'-18'THE 3'DOOR IN THE END 12' 16'-22' 4' 8'
DOORS: WALL WILL NEED TO BE OFF SET. THERE WILL BE A 2'PANEL ON 12' 24' 4' 8'
ONE SIDE AND A V PANEL ON THE OTHER SIDE OF-THE DOOR. 12 -2 6 6'
STANDARD DOOR CONSTRUCTION FOR TUFF SHED DOORS 7.(BS)-DESIGNATES WALLS THAT NEED TO BE SHEATHED ON 12' 8-20 6 6'
UP TO 48"x 801/4"ON SINGLE HUNG DOORS AND 96"x 801/4" BOTH SIDES. 12' 12'-14' C. I 8' 1 4'
ON DOUBLE DOORS EXCEED ALL LOAD REQUIREMENTS FOR
THE LOAD CRITERIA ON SHEET 1.
Order#. P.O.# THESE DRAWINGS AND THE \\\\ Ifl/// TITLE DRAWING NO.
TUFF 5]{E D DESIGN ARE THE PROPERTY T SHED,INC' w
Customer: Drawn By: PK OF TUFF SHED.INC.THESE ENGINEERING DBPARTMHNT ` � ''c •��� //ice FL-PR-SR-TR-01
DRAWINGS ARE FORA `� 6'•;tS DOOR DETAILS
Storage Buildings&Garages Date: 8/15/16 BUILDING TO BE SUPPLIED RICHARD L WILLS,P.E. _ 7 5 NAILING REQUIREMENTS REV.LEVEL 01
Site Address: AND BUILT BY TUFF SHED.
TUFF SHED,MFG.FACILITIES Checked By: ANY OTHER USE ISSHEET
'*•
FORBIDDEN BY BOTH TUFF 1777 S.HARRISON STREET * •:*^ FBC,6th EDITION(2014)
Date: SHED AND THE ENGINEER OF DERIVER,COLORADO 80210 (�
Building Size: o x. o."."Eo"..sa�. RECORD. (303)753-8833 EXT.5618 90: s ATE o Q . , q 165C' PAGE 2 OF 4
Scale: N.T.S. �� �•., o ;i�
AL
#12-14 X 3"HEX HEAD I TRIM
SELF-DRILLING SCREW 1. STEEL SHED FOUNDATION: SIDING AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES
600T125-054-16 GAUGE STEEL TRACKS G140 ZINC COATED
3/4"APA OR TECO RATED 6005137-054-16 GAUGE STEEL JOISTS G140 ZINC COATED BLOC PART NUMBERS:
T&G FLOOR DECKING. BLOCK bT3644GPMP-5/8"X 36"(36"IMBED)GALVANIZED AUGER
@ 24"O.C. ATTACH BRACKET TO OT17SWB-SIDEWALL BRACKET FOR USE WITH THRU BOLTS
2X6 STEEL JOISTS (SUPPLIER:ALLIED STUCCO(JOIST:60OS137-054/TRACK: STUD THRU HOLE IN REPORT NO.LO-FJ90129-A
@ 24"OC 600T125-054)ICC ER-4943P. ANCHOR PLATE WITH -OR-
2. 3/4"APA OR TECO RATED TONGUE AND GROOVE FLOOR z 318'O x 4'CARRIAGE OT24SWBSIDEWALL BRACKET FOR USE WITH THRU BOLTS
#10 X 3/4"PAN-�; r L 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 WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS
CORNER STUD
SCREWS(2 PER TAB) #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
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-DRILLINGSTUD ¢ 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 g' 8'-24' 4 ANCHORS
WIDTH SPACING CONTINUOUSLY SUPPORTED. 50 PSF FOR JOISTS ON BLOCKS v7 10' 10'-24' 4 ANCHORS
6'-12' 8"O.C. AS SHOWN. STUD 12' 12'-18' 4 ANCHORS
6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL 12' 20'-24' 6 ANCHORS
BUILDING: SIDING
4-ANCHORS PROVIDE(1)AT EA.
SUGGESTED SIZES:2"x 8"x 16", 4"x B"x 16",OR 8"x 8"x 16"• CORNER OF THE BUILDING.
BLOCKS UNDER JOISTS SPACED @ 8'-0"O.C.MAXIMUM. TRIM 6-ANCHORS PROVIDE 1 AT EA.
STEEL SHED BASE DETAIL END WALL
1 BLOCKS UNDER TRACK SPACED @ 4'-0"O.C.MAXIMUM. � CORNER OF THE BUILDING AND
6CptE:N.T.B.
� (1)AT CENTER OF EA.SIDE WALL.
ANCHOR BRACKET
TO BE FLUSH WITH
KWIK BOLT ANCHORSAUGER ANCHOR DETAIL EDGE OF TRIM
(INTO CONCRETE KT•
SIDING E:DETAIL 3 SHEET 3 UNHEATED SPACE
STUD WIDTH ILENGTHIQTY
TRIM 6' 6'-10' 6 ANCHOR BOLT& CONTINUOUS FOOTING NOTES
6' 12'-18' 8 P.T.SILL PLATE 1. TOP OF SLAB TO BE 6'MIN.ABOVE GRADE.SLAB REINFORCEMENT SHALL
3/8"NYLON 8' 8'-14' 6 PER NOTES BELOW BEWWFOXOW1.4zW1.4.LOCATE ATMID-DEPTH OF SLAB.
3/8"CARRIAGE LOCK NUT 8' 16'-20' 8 SLAB REINFORCEMENT SHALL BE FIBERMESH 1500R BLENDED
BOLT(GRADE 2) 8' 22'-24' 10 #4 CONTINUOUS FIBERMESH750.FIBERMESH SHOULD BE DISPERSED UNIFORMLY
Z BASEPLATE 10' 10'-14' 6 13/4' TOP&BOTTOM THROUGH CONCRETEW/MIN.I POUND PERCUBICYARD OF CONCRETE
U FINISH CONCRETE FLOOR 2 ALL FOOTING FORMS SHALL BE INSPECTED FORSI2E AND REINFORCING
FLOOR PLY 10' 16'-20' B BEFORE POURING CONCRETE.
10' 22'-24' 10 - GRADE 3. FOOTINGS SHALLBEARON UNDISTURBED NATURAL,COMPETENT SOIL,
OT17SW8 OR PROPERLY COMPACTED STRUCTURAL FILL ALLOWABLESOIL
-OR- 12' 12''14' 6 BEARING PRESSURE IS 1000 PSF AT 17 BELOW GRADE.
12' 16'-18' 8 Z ___ ________ `v 4. CONCRETE:MINIMUM 28 DAY COMPRESSIVE STRENGTH,fe-2500 PSI.
OT245WB 12' 20,_22, 10 tD a 5. REINFORCING STEEL'A615,GRADE 40 OR GRADE 60.ALL REINFORCING
6" C3STEEL SHOWN TO BE CONTINUOUS MAYBE LAPPED A MINIMUM OF 38 BAR
12' 24' 1 12 ! DIAMETERS OR 24'MINIMUM,WHICHEVER IS LARGER.
1/2"HILTI KWIK BOLT TZ ro ? e. SEISMIC DESIGN CATEGORY:A
NOTES: \ ♦ A. ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING
STAINLESS STEEL 304 1.ANCHORS TO BE KWIK BOLT TZ,304 SS SLAB 1/2'DIAXB'LONG SIMPSON TITEN HD ANCHOR WITH WASHERS.
B. EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST S'INTO THE
EMBEDMENT DEPTH=21/4" STEEL SHED REINFORC ENT CONCRETE AND SHALL BE SPACED NOTMORETHANVOC.
2.PROVIDE(1)ANCHOR AT EA.CORNER
MIN.EDGE DISTANCE=6" BASE OF THE BUILDING.THE REMAINING _i Q. 3"CLR• PER NOTES BELOW C. THERE SHALL BEAMINIMUMOF2BOLTS PERSOLEPLATE PIECE
ANCHOR SPACING:RE:KWIK 4"CONCRETE ANCHORS EQUALLY SPACED ALONG THE U TYP• WITH 1 BOLT LOCATED NOT MORE THAN 1T NOR LESS THAN?BOLT
BOLT ANCHORS TABLE,SHEET 3 PAD(MIN) LENGTH OF THE BUILDING.(1/2 THE i 1 B„ DIAMETERS FROM EACH END OF EACH PIECE.
REMAINING ANCHORS ON EA.LENGTH HICK N D SLAB
SIDE EQUALLY SPACED). MIN.
SIDEWALLBRACKET
3 DETAIL ® CONCRETE FOUNDATION E AIL
6C,4E:N.TB
C/.lE 11T8
TUFF SHED Order#. P.O.# THESE DRAWINGS AND THEDESGN ARE THE PROPERTY TUFF SHED,INC. \\ / TRLE DRAWING NO.
Customer. Drawn By: PK OF TIUFF SHED,
INC.THESE ENGINEERINGDEPARTII'ISN'1' �\Q`�''1 •• /'�
s''•.! � FL-PR-.SR-TR-01
Storage BuRd111 8&Garages DRAWINGS ARE FORA F's % DETAILS
Date: 8/15/16 BUILDING TO BE SUPPLIED835 REV.LEVEL 01
g g g Site Address: AND BUILT BY TUFF SHED. ��J'��'P.E.PENo.
TUFF SHED,MFG.FACILITIES Checked By: ANY OTHER USE IS
FORBIDDEN BY BOTH TUFF 1777 S.HARRISON STREET FBC,5th EDITION(2014) SHEET
�]
Data: SHED AND THE ENGINEER OF DENVER,COLORADO 80210 a J
BuildingSize:wuN.uNorN.NeicNr.6nv.u6w %9•., $TAT of
RECORD (303)753-8833 EXT.5618 % 0 ( 155C
Scale: N.T.S. �i�� t O R D P I PAGE 3 OF 4
O/,;8DNAL
I I I NUS\,'
1O 3X4 20 PLATES 3X4 20 GA PLATES
3'-0"
1 EACH SIDE 1 EACH SIDE
3'17 5 0 5, 1/1 ° 6'SPAN 8'SPAN
/8 6 REACTIONS: REACTIONS:
12 12 MAX.VERTICAL:205 LBS.. MAX.VERTICAL:255 LBS.
Q4 Q4 MAX.UPLIFT:-190 LBS. MAX.UPLIFT:-225 LBS.
0 18.0°
NOTE: NOTE:
TRUSS MAY BE USED ON BUILDING LENGTHS TRUSS MAY BE USED ON BUILDING LENGTHS
;0 6'-0" UP TO 12FT UNLESS CEILING JOIST OR OTHER UP TO 14FT UNLESS CEILING JOIST OR OTHER
Ns 10'-0° TENSION TIE IS PROVIDED. TENSION TIE IS PROVIDED.
N
10'SPAN 12'SPAN
3X4 20 GA PLATES REACTIONS: REACTIONS:
3X4 20 PLATES 1 EACH SIDE MAX.VERTICAL:510 LBS. MAX.VERTICAL:630 LBS.
1 EACH SIDE 6'-0° MAX.UPLIFT:-280 LBS. MAX.UPLIFT:-340 LBS.
4'-0" 6`3 11/16° NOTE: NOTE:
4.2 1/2° 12 TRUSS MAY BE USED ON BUILDING LENGTHS TRUSS MAY BE USED ON BUILDING LENGTHS
12 Q< UP TO 20FT UNLESS CEILING JOIST OR OTHER UP TO 24FT UNLESS CEILING JOIST OR OTHER
Q4 TENSION TIE IS PROVIDED. TENSION TIE IS PROVIDED.
m m
3X6 20 GA
° PLATES
m
W-0" ao 1 EACH SIDE
"' MAXIMUM DEFLECTION(12 FT.SPAN)
a w 6'-0" VERT LL:0.06 in.
12'-0" VERT TL:0.08 in.
DESIGN LOADS:
TOP CHORD LIVE LOAD=20 PSF
TOP CHORD DEAD LOAD=10 PSF
COLLAR TIE DEAD LOAD=5 PSF
NOTES:
FBC,5th EDITION(2014)
ANSIfTPI 1-2007
TRUSSES-TO BE SPACED @ 24"OC
MATERIAL TO BE 2X4 SPRUCE PINE FIR GRADE#2 OR BETTER
PLATES ARE TO BE PRESSED IN THE WOOD PER TPI.
REP MEMBER INCREASE:YES
LUMBER D.O.L.:1.25
WIND:
ASCE 7-10,165 mph,Exposure C,D.O.L=1.60
PLATES ARE MANUFACTURED BY EAGLE METAL PRODUCTS, ALL PERSONS FABRICATING,HANDLING,ERECTING OR INSTALLING THIS TRUSS ARE TO DO SO I
ICC-ES#ESR-1082. ACCORDANCE TO THE RECOMMENDATIONS OF THE LATEST VERSION OF THE BCSI.
TUFF SHED Order#. P.O.# THESE DRAWINGS AND THE ,PUFF SHED,INC. � � ' T� DRAINING NO.
DESIGN ARE THE PROPERTY � S'••,(
Customer: Drawn By: PK OF TUFF SHED,INC.THESE ENGIIVEERINGDEPARTblSNT F':� FL-PR-SR-TR-01
DRAWINGS ARE FOR A Z*•• o. 6833 TRUSS DETAILS
StOI$gC BU11011IIg8 Ga>age9 Date: 8/15/16 BUILDING TO BE SUPPLIED R1��gD J,�yp�gT P.E. _ = REV.LEVEL 01
Site AddfeSs: AND BUILT BY TUFF SHED. — * *
TUFF SHED,MFG.FACILITIES Checked By: ANY OTHER USE IS SHEET
FORBIDDEN BY BOTH TUFF 1777 S.HARRISON STREET �9 t a ArE o f � FBC,5th EDITION(2014) 4
Date: SHED AND THE ENGINEER OF DENVER,COLORADO 80210 i�� a
Building Size:—TH..N.M.K—T-env-_Scale: N.T.S. RECORD (303)753-8833 EXT.5618 °G\�. �ly
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