HomeMy WebLinkAboutProduct Approval MANUFACTURED STORAGE SHED
�^'�L'TOP L`Si NA17EC17�fKGATP�t FOR SHEDS UP TO 10'X1& FOOTPRINT AND UP TO 7' WALL HEIGHT
William E.Neary,IIIROOF PITCH BETWEEN 2:12 AND 6:12
SMP-51,SMI-79,ICC 5185040
'°64Gotha,eorida3eTerrace MIAMI-DADE NOA AND FL
Gotha,Florida 34734
SHEET INDEX PRODUCT APPROVAL WITH HVHZ DESIGN REQUIREMENTS
MIAMI-DADE NOA: BUILDING CODE 2017 FBC 617H EDITION
SHEET 1-GENERAL DESIGN REQUIREMENTS ELECTRICAL CODE 2014 NEC NFPA 70
1. PRIMESOURCEBUILDING PRODUCTS RING SHANK NAILS-MIAMI BUILDINGTYPE RESIDENTIAL LAWN STORAGE SHED
SHEET 2-FLOOR DESIGN DADE NOA#17-0821.08 OR APPROVED EQUIVALENT. MANUFACTURER TUFF SHED INC.
2. ECO WINDOW SYSTEMS,LLC WINDOWS-MIAM!-DADE NOA AGENCY TOPUNE ENGINEERING LLC
SHEET 3-WALL DESIGN #171102.22 OR APPROVED EQUIVALENT. AGENCY PLAN NUMBER TR57-1015
3. PRIMESOURCE BUILDING PRODUCTS TIN CAPS-MIAMI-DADE NOA CONSTRUCTION TYPE V-B
SHEET 4-ROOF DESIGN #16-1129.01 OR APPROVED EQUIVALENT. FIRE PROTECTION B
4. GAF ROOF UNDERLAYMENT-MIAMI-DADE NOA#18-0119.15 OR FIRE SUPPRESSION SYSTEM NO
APPROVED EQUIVALENT. OCCUPANCY UTILITY
S. GAF STARTER STRIP SHINGLE-MLAMI-DADE NOA#15-0922.05 OR NUMBER OF OCCUPANTS 0
APPROVED EQUIVALENT. ALLOWABLE#OF STORIES 0
6. GAF ASPHALTIC SHINGLES-MIAMI DADE NOA#18-0123.06 AND WIND VELOCITY 175 MFH EXPOSURE C
NOA#16-0811.11 OR APPROVED EQUIVALENT. FIRE RATING OF EXTERIOR WALLS 0
GENERAL NOTES
7. GAF RIDGE VENT-MIAMI-DADE NOA#18-0619.02 OR APPROVED FLOOR LIVE LOAD 55 PSF
EQUIVALENT. FLOOR DEAD LOAD 10 PSF
1.BUILDINGS ARE APPROVED FOR RESIDENTIAL LAWN STORAGE ROOF LIVE LOAD 20PSF
ONLY FLORIDA BUILDING APPROVAL NUMBERS WITH HVHZ- ROOF DEAD LOAD 10 PSF
2.BUILDINGS ARE EXEMPT FROM THE FBC ENERGY "R"RATING OF FLOOR WALL,AND ROOF R-0,R-0 R-0
CONSERVATION CODE PER SECTION R1101 A.2. 1. TUFF SHED,INC DOORS-FLORIDA BUILDING APPROVAL#FL22202 MODULES PER BUILDING 1
3.BUILDINGS 0 SO-FT TO 719 SQ-FT ARE.EXEMPT OR APPROVED EQUIVALENT. SQUARE FOOTAGE 150 Fr MAX
FROM WINDBORNE DEBRIS IMPACT STANDARDS 2. LP SMARTSIDE SIDING-FLORIDA BUILDING APPROVAL#FL9190 APPROVED FOR HURRICANE PROTECTION USAGE NO
4.BUILDINGS OSQ-FT TO 399 SQ-FT ARE EXEMPT FROM DOOR OR APPROVED EQUIVALENT. DESIGNED FOR HURRICANE PUBLIC SHELTER NO
HEIGHT REQUIREMENTS 3. SIMPSON H2.5A HURRICANE TIE-FLORIDA BUILDING APPROVAL
5.BUILDINGS 400 SQ-FT OR GREATER ARE REQUIRED TO MEET THE #FL10456 OR APPROVED EQUIVALENT. ENCLOSURE: ENCLOSED
6'-6-DOOR HEIGHT 4. SMART VENT PRODUCTS,INC-FLORIDA BUILDING APPROVAL
6.ALL WINDOWS AND DOORS TO MEET THE MINIMUM LISTED #FL5822 OR APPROVED EQUIVALENT. RISK CATEGORY, 1
SPECIFICATIONS REQUIRED BY THE FLORIDA BUILDING CODE 5. GULF COAST SUPPLY&MANUFACTURING,LLC-FLORIDA
7.GUTTERS ARE TO BE SITE INSTALLED PER LOCAL AUTHORITY BUILDING APPROVAL#FL11651.23 OR APPROVED EQUIVALENT. IMPORTANCE FACTOR: 1.15
HAVING JURISDICTION AND PERMITTING
8.FOUNDATION FLANS ARE NOT PART OF THESE PLANS ARE MCC ESR REPORT WITH FLORIDA APPROVAL SUPPLEMENT WITH HVHZ- COMPONENT AND CLADDING: ROOF: 371+23 PSF(ZONE 1)
LOCALLY DESIGNED AND APPROVED BY THE AUTHORITY HAVING WIND PRESSURE(PSF)(ASD VALUES) 64t+23 PSF{ZONE 2)
JURISDICTION 1. EAGLE METAL TRUSS CONNECTOR PLATES-ICC ESR-1082 FBC (BASED ON 10 SQ FT) -94/+23 PSF(ZONE 3)'
9.NO ELECTRICAL PANEL IN BUILDINGS AS SUCH DATA PLATES SUPPLEMENT
AND INSIGNIAS WILL BE FASTENED TO THE INTERIOR OF THE WALL: -04/+40 PSF(ZONE 4)
DOOR HEADER ON ALL BUILDINGS. -FW+40 PSF(ZONE 5
INTERNAL PRESSURE COEFFICIENT: +/-0.18 ,
MODULES PER BUILDING: 1
THESE DRAWINGS AND THE uuNu,uW
Drawn By,PK TITLE DRAWING NO. TUFF SHED-FT.LAUDERDALE DESIGN ARE THE PROPERTY TUFF BRED,INC. ca n,.eed eteama wee Su Mw'O4�
TUFF 5}[E D TSR7-10,5 1919 NW 19TH STREET of TUFF SHED.INC.THESE ENGINEERING DEPARTMENT
Date: 2!8/19 emr
SHEET INDEX SUITE 301 DRAWINGS ARE FOR
Storage Buildings&Garages Scale:SEE DETAILS REV.LEVEL 00 FT.LAUDERDALE,FL 33311 BUILDINGTO BE SUPPLIED RICHARD J.WILLS,P.E.
NOA&FLAPPROVAL AND BUILT BYTUFFSHED. '�etlinee�e°i°tl6tQ° °"" °° Ds
ffF SHED,MFG.FACILITIES 1 ANY��USE G RWILLSQTUFFSHED.COM
DESIGN REQUIREMENTS SHEET FORBIDDEN BY BOTH TUFF 1777 S.HARRISON STREEti„11
SHED AND THE,ENGINEER OF DENVER,COLORADO 90210
PAGE 1 OF 4 RECORD (303)753-8833 EXE 96315
13 MAR 2019
2019-03-12 TOP LINE ENGINEERING APPROVAL PLAN #TSR7-1015 175 MPH
'Al,.
WALL FRAMING TO BE SPF STUD GRADE OR BETTER AT 16"O-C-
1. ALTERNATIVE USE PRESSURE TREATED SPF IN FLOOD ZONESTRIPLE.STUD WALL SHEATHING DOUBLE TOP PLATE
WALL FRAMING NAILING-REFERENCE FBC 6TH EDITION(2017)TABLE 2324-1- CORNER CRIPPLES OF REQ.) DOUBLE TOP-PLATE
I., TOP OR SOLE PLATE TO STUD END MAIL:(2)16d NAILS HEADERS(IF REQ.)
HE
C1
.2. TOP PLATE TO TOP PLATE:16d NAILS AT 16"OC
PHI
3. TOP PLATES,WHEN LAPPED AT CORNERS:(2)16d NAILS HEADER
4. SOLE PLATE TO FLOOR*16d NAILS AT 16"OC KING STUD NG STUD
SHEAR WALL NAILING NOTES: STUD 2x4 WINDOW SILL TRIMMER
1 FOR 318*SMARTSIDE OR7/16-OSB,USE 8d(0.131*0 X 2y2')COMMON NAILS BASE PLATE
NAILING:EDGE-@ 3"O.C.
FIELD-@ 6-D.C. BASE PLATE
2. FOR THERMO-PLY BLUE,USE ROOFING NAILS(MIN.0.120"0 X IY4"WITH AW HEAD) FLOOR DECKING
2-1. NAILING:EDGE AND FIELD- 3*OC
3. NO SINGLE OPENING GREATER THAN 4'0 FLOOR DECKING
4. 10'WIDE X 10`46 LENGTH BUILDINGS ARE BASED ON 3-SIDED DIAPHRAGM.THE END
WALL OPPOSITE OF THE WALL WITH OPENINGS MUST BE FULLY SHEATHED WITH CORNER STUD DETAIL WINDOW FRAMING DETAIL DOOR FRAMING DETAIL
NO OPENINGS OTHER THAN GABLE VENT AS SHOWN. KT. scae MT. wue as
12
zzz:::12MIN
8 MAX
WALLS A AND C(END WALLS)
TYP WALL SHEATHING OPTIONS: OPENINGS UP TO 4W USE(2)2X4 SPF#2
40W mo
7 vM61 3W SMARTSIDE
DOOR 3W SMARTSIDE WITH FOIL BACKER
7116'OSB WALLS 8 ANDD(SI
7HEW6PLYBLUIE
Ri ,jtc fOPENINGS UP TO #2
FLOOD VENTS William E.Neary,III
———————- (IF APPLICABLE)
SMP-52,SMI-79,ICC 5185040
10•_v TO IS-W 10649 Oakylew Pointe Terrace
Gotha,Florida 34734
WALL A ELEVATION WALL B ELEVATION
SCALE:WIG'-r4" FLOOD VENT INFORMATION STUDS
(IF APPLICABLE): SHEATHING
12 . . . . . . . . . SMART VENT PRODUCTS INC,FLOOD VENTS
---e fjj MAX FLORIDA BUILDING APPROVAL#FL5822-R7. II VENT OPENING BETWEEN
SIZE PROP-E(SQ. MINIMUM WALL STUDS.VENT
wALL SHEATHING OPTIONA —REQUIREMENT ADEQUATE SECURED To SHEATHING
WMIDOW 100 FOR UP TO 400 SQ.FT.PER AS PER MANUFACTURER'SFOR THIS WALL. PTOZMN —
TtsWDSB 120. MANUFACTURERISTATE INSTRUCTIONS
150 APPROVAL
FLOOD VENTS IF IN FLOOD ZONE,USE PRESSURE TREATED
OFAFRUCABLE) FRAMING BASE PLATE
MW TO 16-0`
VENT DETAIL
WALL C ELEVATION WALL 0 ELEVATION
SCALE.W16'-1"4r SCALE.311V-1W
Drawn By:PK TITLE DRAWING NO. TUFF SHED-FT.LAUDERDALE THESE DRAWINGS AND THE
DESIGN ARE THE PROPERTY TUFF SHED,
Date: 218119 TSR7-1015 1919 NVV 119THISTREET OF TUFF SHED.IINC.THESE ENGINEERING DEP byF6dwdM�PF On"d�WSiw
WALL FRAMING SUITE 301 DRAWINGSAREFORA
TUFF SHED BLDLOMTO BE SUPPLIED
Storage Buildings&Garages Seale*SEE DETAILS FL 33311 RICHARD J.WILLS,P.E.
ELEVATIONS REV.LEVEL 00 FT.LAUDERDALE, AND BUILT BY TUFF SHED RWILLS@TUFFSHED.COM
TUFF SHED,MFG.FACILITIES ANY OTHER USE is 1777 S.HARRISON STREET
HEADER DETAILS SH FORBIDDENBOTH
EF-T 3 BYS SHED AND THE ENGINEER,, DENVER,COLORADO 90210 lion
VENTIDETAILS rPAGE 3OF4 RECORD (303)753-8833 M.96315
13 MAR 2019 -
2019-03-12 TOP LINE ENGINEERING APPROVAL PLAN #TSR7-1015 175 MPH
• wt Y'
3X4 20 GA PLATES TRUSS NOTES:
5'-0' 1 EACH SIDE FBC,6TH EDITION(2017)
ANSI/TPI 1-2014 TOE NAIL WITH(3)
12 TRUSSES TO BE SPACED @ 24'OC 16d NAILS,(2)ONE
4 MIN MATERIAL TO BE 2X4 SPRUCE PINE FIR SIDE,(1)OTHERQSIDE 6 MAX GRADE#2 OR BETTER RAFTER
PLATES ARE TO BE PRESSED IN THE -
1 p 0" I WOOD PER TPI.
I 10'SPAN , REP MEMBER INCREASE:YES
u' LUMBER D.O.L.:1.15 OP LINE ENGINEERING LtC
a
REACTIONS: eru�TFACiNeen� (2)SIMPSON H2.5A HURRICANE
MAX.VERTICAL:450 LBS. WIND W(IlfamE.Neary,lll TIES ONBOTH SIDESATEACH
MAX UPLIFT:-395 LBS. END OF TRUSS,INSTALL PER
MAX.DEFLECTION: ASCE 7-10,175 mph,Exposure C,D.O.L,=1.60 SMP-51,SMI-79,ICC 5185040 MANUFACTURER'S SPECIFICATIONS
VERT LL-0.05 IN 10649 Oakview Pointe Terrace
VERT TL-0.08 IN Gotha,Florida 34734 WALL TOP PLATES
2X4 BLOCfONG AT SroMG
SHEATHING SEAM STUDS
FIRST EA ON EACH END O TRUSS TO WALL
(WHERE APPLICABLE) COMMON TRUSS 2
15'-o•MA)( CONNECTION DETAIL
eW£Kr.6
I I
ROOF SHEATHING ROOF SHEATHING
2'-0"
USSES I 19/32'CDX PLYWOOD ALL FASTENERS FBC 1517.5 19/3Y COX PLYWOOD ALL FASTENERS FBC 1517.5
I 4"OC
a I CLASS A'SHINGLES ROOF
WITH T NCAPSENT METAL ROOF NROOF AIL WITH ERL ATINCM
NAILI
co I.
— — — RIDGE
V I a0 LINE I
HORIZONTAL PANEL HORIZONTAL PANEL
DRIP EDGE EDGEWISE BLOCKING FLASHING EDGEWISE BLOCKING
it I REFERENCE NAILING NOTES REFERENCE NAILING NOTES
BELOW BELOW
3. ROOF ASSEMBLY.DETAIL ROOF ASSEMBLY
O DETAIL FOR METAL
I I awe Kra
--- --- --- — — --- --- --- --- ROOF SHEATHING NAILING NOTES:
WALL TOP PLATE 1.USE 0'.113"0 X 2%a"HOT DIPPED GALVANIZED RING SHANK NAILS
2.NAILING:EDGE- 4"O.C.
ROOF FRAMING PLAN FIELD-(P6"O.C.
awe arc-na
TUFF SHE D Drawn By..PK TITLE DRAWING NO. TUFF SHED-FT.LAUDERDALE THESE DRAWINGS AND THE U�p u
DESIGN ARE THE PROPERTY' TUFF SHED,INC.
Date: yBHg TSR7-1015 1919 NW 19TH STREET OF TUFF SHED.INC.THESE ENGINEERING DEPARTMENT M'H�°bfbvaniYt.ftdr°i°"°'"°°'°i°° ......
TRUSS DETAIL bjt°"mn°""a�•0""'�"°W^^"�• kP'
SUITE 301 DRAWINGS ARE FOR A oy�Isy"mo.
Storage Buildings&Garages Scala:SEE DETAILS BUILDING TO.BE SUPPLIED
ROOF FRAMING PLAN REV.LEVEL •00 FT.LAUDERDALE,FL 33311 RICHARD J.WILLS,P.E. PdNuOwpla+Mwadoommd.nnotca"aerod
ffFFSHED.MFG.FACILRIES. ANY BUILT OTHER USE IS HED. sbrOiMad.dWineeb"�..uwEo .n„
SHEET ANY OTHER USE Is RWII LSQTUFFSHED.COM
TRUSS ATTACHMENT 4 FORBIDDEN BY BOTH TUFF 1777 S.HARRISON STREET „ L
SHED AND THE ENGINEER OF DENVER,COLORADO 80210 �mnunm��
ROOF ASSEMBLY PAGE 4 OF 4 RECORD (303)753-8833 EXT.96315
13 MAR 2019
2019-03-12 TOP LINE ENGINEERING APPROVAL PLAN # TSR7-1015 175 MPH
#12-14 X 3"HEX HEAD
SELF-DRILLING SCREWS� 1 'I. STEEL SHED FOUNDATION: TRIM
600T125-054-16 GAUGE STEEL TRACKS G140 ZINC COATED SIDING AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES
3/4"APA OR TECO RATED 6005137-054-16 GAUGE STEEL JOISTS G140 ZINC COATED 2X4X2 PART NUMBERS:
T&G FLOOR DECKING. BLOCK OT3844GPMP-518"X 36"(36"IMBED)GALVANIZED AUGER
J
. @ 24"O.C. ATTACH BRACKET TO OTI7SWB-SIDEWALL BRACKET FOR USE WITH THRU BOLTS
Ir 2X6 STEEL JOISTS _ y� (SUPPLIER:ALLIED STUCCO(JOIST:60OS137-054/TRACK, STUD THRU HOLE IN REPORT NO.LO•FJ90129•A
@ 24"OC 600T125-054.ICC ER-4943P.
� F"' I ) ANCHOR PLATE WITH -0R- ,
X'3 4� 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
`'�•010- r T AN���; I DECKING. 24"MAX PANEL SPAN. STAGGER PANEL LAYOUT. BOLTAND LOCKNUT REPORT NO.LO FJ90129 B
SCfREWS(2 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 15/8"ZINC PLATED SCREWS @ 12"O.C. WITH THE MAXIMUM LOAD OF 5,080 LBS
VENT HOLES @ 24"IOC. 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-N WIDTH LENGTH #OF ANCHORS
i SCREWS.REFERENCE SPACING CHART. LU
6' V-18' 4 ANCHORS
BASE PLATE SCREW SPACING i 5.ALLOWABLE FLOOR LIVE LOAD:75 PSF FOR STEEL JOISTS8' 8'-24' 4 ANCHORS
WIDTH SPACING CONTINUOUSLY SUPPORTED. 50 PSF FOR JOISTS ON BLOCKS 63 10' 9-24!' a ANCHORS
V-12' 8"O.C. AS SHOWN.
6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL STUD 12' 12'-24' 6 ANCHORS
BUILDING: SIDING 4-ANCHORS PROVIDE(1 AT EA.
SUGGESTED SIZES:2"x 8"x 16", 4"x 8"x 16",OR 8"x 8"x 16". CORNER OF THE BUILDING.
6-ANCHORS PROVIDE(1)AT EA.
O STEEL SHED BASE DETAIL BLOCKS UNDER JOISTS SPACED @ 8'-0"O.C.MAXIMUM. TRIM CORNERS OF THE BUILDING AND(1)AT
"TEL
BLOCKS UNDER TRACK SPACED @ 4'-0"O.C.MAXIMUM.
C-1 END WALL THE CENTER OF EA.SIDE WALL.
n
ANCHOR BRACKET
TO BE FLUSH WITH
OAUGER ANCHOR DETAILEDGE OF TRIM
HTA
SIDING STUD UNHEATED SPACE
KWIK BOLT ANCHORS
TRIMIINTO,," CRETE) ANCHOR BOLT&
RE:DETAIL 3 SHEET 3 CONTINUOUS FOOTING NOTES
3/8"NYLON WIDTH LENGTH QTY P.T.SILL PLATE 1. TOP OF SLAB TO BE 6'MIN.ABOVE GRADE SLAB REINFORCEMENT SHALL
PER NOTES BELOW BEWWF6X6W1,EriW.4.LOCATE ATMIDAEPTHOFSLAIL
3/8"CARRIAGE LOCK NUT 6' 6'-10' 6 -OR-
BOLT 12'-18' 8 SLAB REINFORCEMENT SHALL BE RBERMESH 150 OR BLENDED
BOLTIGRAOE27 #4 CONTINUOUS FIBERMESH150.FIBERMESHSHOULDBEDISPERSEDUNIFORMLY
Z BASEPLATE 8' 8'-14'.. 6 1314' TOP-&BOTTOM THROUGH CONCRETE W/MIN.I POUND PER CUBIC YARD OF CONCRETE
8'M16P-20' 8 O. 2. ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE AND REINFORCING
FLOOR PLY 8' 22'_24' 10 o FINISH CONCRETE FLOOR BEFORE POURING CONCRETE
OTI7SWB in GRADE 3, FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL,COMPETENT SOIL,
-OR- IV 1a-16° 6 OR PROPERLY COMPACTED STRUCTURAL RLL ALLOWABLE SOIL
10' 18'-24' 8 BEARING PRESSURE IS 1000 PSFAT Ir BELOW GRADE
OT24SWB = z f I -__ _______ ;f 4. CONCR_ETEMINIMUM 28 DAY COMPRESSIVE STRENGTH,r.-2500 PSI.
6u o 12' 12'-IV 6 c0 - • 5. REINFORCING STEEL:ASIS,GRADE 40 OR GRADE 60.ALLREINFORCING
12' 1 2V-24' 8 STEEL SHOWN TO BE CONTINUOUS MAY BE LAPPED A MINIMUM OF 38 BAR
DIAMETERS OR 24'MINIMUM,WHICHEVER IS LARGER
1/2"HILTI KWIK BOLT TZ NOTES: ;O �' 8. SEISMIC DESIGN CATEGORY:A
STAINLESS STEEL 304 1.ANCHORS TO BE KIMK BOLT 17 304_SS _ A ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING
.. .___.. ._ _ _. _ SLAB. .IWDL4X6".LONGSIMPSONTITENHDANCHORWITH'WASHER&
EMBEDMENT DEPTH=2114" STEEL SHED REINFORCEMENT IL °wANSIONBOLTS SHALL BEEMBEDDED ATLEAST SINTOTHE
MIN.EDGE DISTANCE=6" 2.PROVIDE(1)ANCHOR AT EA.CORNER CONCRETE AND SHALL BE SPACED NOT MORE THAN 6'OC.
BASE OF THE BUILDING.THE REMAINING �d 3"CLR. PER NOTES BELOW a THERE SHALL BEA MINIMUM OF28OLTS PER SOLE PLATE PIECE
ANCHOR SPACING:RE:KWIK 4"CONCRETE ANCHORS EQUALLY SPACED ALONG THE o TYR WITH I BOLT LOCATED NOT MORETHAN 1Y NOR LESSTHAN 7 BOLT
BOLT ANCHORS TABLE,SHEET 3 PAD(MIN) LENGTH OF THE BUILDING.(1/2 THE io 8" DIAMETERS FROM EACH END OF EACH PIECE.
REMAINING ANCHORS ON EA.LENGTH THICKENED SLAB
SIDE EQUALLY SPACED). MIN.
O SIDEWALL BRACKET DETAIL ® CONCRETE FOUNDATION DETAIL
NT8
T.
Order#. P.O. THESEDRAWNGSANDTHE
TUFFSHED OF TUFF HED.INC.THESE
TUITtING SHED, TITLE DRAWING NO.
p111tllllgry
Customer. DTawnBy.PK OFTLIFFSHED.IN .THESE ENGINEERING DEPARTMENT TN"@emN b—deebwkatyd9-dmd—Ild '���`dc 7D (°'"�.,
DRAWINGS ARE FOR A SY.-.ld WOi,PEO"0edite.in""u,4pe N�` `"•e�N DETAILS FL-PR-SR-TR-01
Storage Buildings&Garages Date: 3112/19 BUILDING TO BE SUPPLIED NbI6l0m
Site Address: AND BUILT BY TUFF SHED. RICHARD J.WILLS,P.E. #_ REV.LEVEL 01
TUFF SHED,MFG.FACILITIES Checked B P[WW wp1°O&Ws d°°"'rN•n rot 0°1°tleia0
Y: ANY OTHER USE IS 1",
➢nmo dPedkewen.gmm.met Ea
FORBIDDEN BY BOTH TUFF 1777 S.HARRISON STREET vede"donwyekW"Ncmgea r•fe o• r FBC,6th EDITION 2017 SHEET
Building 8fze:vmm.Iao.N.xaort.msr,a0r,
Date, FORBIDDEN \� �c' ( ) 3
SHED AND THE ENGINEER OF DENVER,COLARADO 80210 �p ONAL EµG a``
RECORD (303)753-8833 EXT.96315 °j�unnumLpl�O 155C
Scale: N.T.S. PAGE 3 OF 4
IREVIEWEDF3 MAR 2019
ZC0°1 09(01 CODE CCMPLeIAC
ST" LUCIE C®U�T` ; ",
BOCC
.a
3X4 20 GA PLATES
3X4 20 PLATES 1 EACH SIDE
1 EACH SIDE
5136'SPAN V SPAN
3* ;,7jg. 776" REACTIONS: REACTIONS:
S212 MAX.VERTICAL:18D LBS: MAX,VERTICAL:240 LBS-
Q4 MAX.UPLIFT:-160 LBS. MAX.UPLIFT:-195 LBS.
0 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 44FT UNLESS CEILING JOIST OR OTHER
Ito
10'-0" TENSION TIE IS PROVIDED. TENSION TIE IS PROVIDED:
N N
C.11 10'SPAN 12'SPAN
REACTIONS: REACTIONS:
3X4 20 GA PLATES
€n MAX.VERTICAL:300 LBS. MAX.VERTICAL:390 LBS.
3X4 20 PLATES r� 1 EACH SIDE MAJC UPLIFT:-250 LBS. MAX.UPLIFT:-285 LBS.
a 1 EACH SIDE 61
6'-0"
11176. NOTE: NOTE:
4:.27/20 12 TRUSS MAY BE USED ON BUILDING LENGTHS TRUSS MAY BE USED ON BUILDING LENGTHS
�z — 4 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.
3X6 20 GA
PLATES
1 EACH SIDE
8'0" MAXIMUM DEFLECTION(12 FT.SPAN)
cV W.O. VERT LL:O.OB 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,6th EDITION(2017)
ANSVTPI 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 7-10,155 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
ICG-ES#ESR-1082 ACCORDANCE TO THE RECOMMENDATIONS OF THE LATEST VERSION OF THE BCSL
OYder'#. P.O.# THESE DRAVNNGS AND THE TITLE DRAWING NO.
TUFF SKEW DESIGN ARE THE PROPERTY TUFF SHED, Uam>nr+Wi�i�� '
Dram PK OFTUFFSHED.INC.THESE
ENGINEERING 17tueemhapxeneemnNmvvaprcdanu�td d �W� ° FL-PR-SR-TR-01
Customer. Y tyRenydwII, EMo,wdd.da—bv 1 , I a TRUSS DETAILS
DRAWINGS ARE FORA c
Storage Buildings&Garages Date: 312119 BUILDING TO BE SUPPLIED RICHARD J.WILLS,PE. ftwS4--h- ""' * REV.LEVEL 01
Site Address: AND BUILT BY TUFF SHED. NOW.0.04A d"am rnt.n"d m auemd
TU FF SHED,MFG.FACILITIES Checked By: ANY OTHER USE IS SHEET
es24EAsrcotoRwtoRnE FORBIDDEN BY BOTH TUFF 1777 S.HARRISON vmeeamwydedmbropbs o. ?e FBC,6th EDITION(2017) 4
oauxoa.F�uerT Btu dingSize:rx.amx- -ear. Date: SHED AND THE ENGB+IEEROF DENVER COLORADO 80210 ��'�menrnainna`�� 165G
u (aw)"s-TUFF Scale: N.T.S. RECORD (303)753-8833 EXT.46315 PAGE 4 QF 4
STORE SM
13 MAR 2019
NOTES: UNINHABITED UTILITY SHED UP TO 12' WIDE x UP TO 24' LONG
1. BUILDING CODE:FLORIDA BUILDING CODE,6th EDITION(2017)
BUILDINGS ARE NOT FOR HIGH-VELOCITY HURRICANE ZONES SR600, TR700, PR
(HVHZ) +
2. DESIGN LOADING: OVERHANG OPTIONS REFER TO THE TRUSS DESIGN FOR
WIND SPEED: V„R=155 LUMBER SIZE,TRUSS SPACING
Vn,y=120 AND PLATE SIZE TOE NAIL WITH(3)
ROOFVEXPOSURE: C COLLAR TIE REQUIRED ONLY AT ted NAILS,(z)ONE
ROOF LIVE LOAD:20 PSF 12'WIDE SHEDS,SEE TRUSS CALCULATIONS SIDE,(1)OTHER
ROOF DEAD LOAD:10 PSF SIDE
FLOOR LIVE LOAD: MIN.50 PSF(SEE NOTE 5,DETAIL 1,SHEET 3) 12 RAFTER
RISK CATEGORY:I
COMPONENT AND CLADDING: ROOF: 29 PSF(ZONE 1) 4 FLORIDA APPROVED OWENS
WIND PRESSURE(psQ(ASD VALUES) 50 PSF(ZONE 2) CORNING OAKRIDGE 30 YEAR
(BASED ON 10 SQ FT) 74 PSF(ZONE 3) SHINGLES-FL10674 R10
WALL: 34 PSF(ZONE 4)
42 PSF(ZONE 5I_ F. SIMPSON H2.5A PLATE ON
SEE THE TRUSS
UJ
CONNECTION INSIDE AT EACH RAFTER
�v J DETAIL-DETAIL 2 WALL TOP PLATES
FLORIDA BUILDING APPROVAL NUMBERS— ap
1.WINDOWS BY TAFCO CORP- FLORIDA BUILDING APPROVAL m ¢ WALL FRAMING TO BE
#FL20743.1. 2x4 SPF#2 OR BETTER SIDING
SEE SHEET 3 FOR STEEL FLOOR WITH 16"O.C.
2.WINDOWS BY SILVER LINE BUILDING PRODUCTS CORP-FLORIDA ANCHOR DETAIL OR FOUNDATION DETAIL
BUILDING APPROVAL FL14911.5. IF BUILDING IS LOCATED STUDS
3.LP SMARTSIDE SIDING-FLORIDA BUILDING APPROVAL#FL9190.6. L IN A FLOOD ZONE THEN
4.ROOF UNDERLAYMENT BY WOODLAND INDUSTRIES INC.- UP TO 12'WIDE I FLOOD VENTS AND PRESSURE
FLORIDA BUILDING APPROVAL#FL17206.1. fO - I TREATED STUDS ARE REQUIRED- O TRUSS TO WALL
5.ROOF UNDERLAYMENT BY GAF-FLORIDA PRODUCTAPPROVAL ONE SO INCH VENT CONNECTION DETAIL
#FL10626.1 O BUILDING SECTION FOR EVERY ONE SQ FT
svae nra
6.SHINGLES BY OWENS CORNING-FLORIDA BUILDING APPROVAL � Ta OF BUILDING
#FL10674.1.
7.SHINGLES BY GAF-FLORIDA PRODUCT APPROVAL#FL10124.1
8.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 IF DOUBLE TOP PLATE
FLORIDA BUILDING APPROVAL#FL17588.1. ( REQ.)
10.OX PAPERBOARD MICHIGAN,LLC THERMO-PLY SHEATHING- CRIPPLES F REQ.)
FLORIDA BUILDING APPROVAL#FL16391.1. HEADERS FOR
11.TUFF SHED,INC DOORS-FLORIDA BUILDING APPROVAL OPENINGS UP TO 4'-0" HEADERS FOR'
#FL22202.1,#FL22202.2,#Ft22202.3,#FL22202.4 USE(2)2x4 SPF#2kFLOOR
USE(P)2x4 SPF#2_"
OPENINGS 4'-1"TO 6-Y'
USE(2)2x6 SPF#2
HEADER NAILING: OPENINGS 6'-1"TO 8'-W
HEADER TO STUD-4-16d END NAIL DOUBLED HEADER 2x4 WINDOW SILLUSE(2)2x8 SPF#2
16d-@ 1&'STAGGERED FACE NAIL FLOOR DECKINGKING STUD D "
TRIMMER HEADERS.
TRIMMER STUD
NAILING: BASEPLATE' BASE PLATE OPENINGS UP TO 6'-0"USE(2 2x4 SPF#2
REFER TO SHEEP 2 FOR WALL AND ROOF SHEATHING NAILING. KING STUD DECKING OPENINGS W-1"TO 8'-0"USE(2)2X6 SPF#2
FOR OPENINGS TO DE REFER TO THE DOOR DETAIL(SHEET 2)FOR
MAX WALL HEIGHT FOR EACH SHED: FOR WINDOW OPENINGS UP TO 4'-0" THE DOOR DESIGN
SR600-V-8 1/4"(681/4") WINDOW HEADER DETAIL DOOR HEADER DETAIL O HEADER DETAIL FOR
TR700-6'-8 1/4"(801/4") FOR SIDE WALLS 36 FOR SIDE WALLS 4 END'WALLS
PR-6'-81/V'(80114')
er•,=,nra ecue nra
swe nra
OfderA P.O.# THESEDRAWINGS AND THE A SHED,INC. TITLE DRAWING NO.
DESIGN ARE THE PROPERTY " nnnur
TUFF SHED Customer. brawn PK OF TUFF SHED.INC.THESE ENGINEERING DEPARTMENT rmm,mmnw.nawumry,gooamawwa �c ��w"�o FL-PR-SR-TR-01
DRAWINGS ARE FORA Mrudam .PEOnm"dw,n,vm kg, e�t'�% BUILDING SECTIONS
Storage BUIICIIIIgs 4 Garages Date: 3/12/19 BUILDING TO BE SUPPLIED RICHARD J.WILLS,PX Gp1eSyromro: c
SfteAddress: AND BUILT Rw.e.op".mwnmem."e.rowrmnme.na t * *= HEADER FRAMING DETAILS REV.LEVEL 01
TUFF SHED.MFG.FACILITIES Checked By: .ANY OTHER USE IS .b..a.m wNa mem.alpniwn mutts ' ...n o.
FORBIDDEN BY BOTH TUFF 1777 S.HARRISON STREET ..mw"n.rod.mmrn�q.. a"","rya FBC,6thEDITION(2017) SHEET
Date: SHED AND THE ENGINEER OF DENVER,COLORADO 80210 1
Building Slzs:vo"-�ncm.�cn-eorr. Scale: N.T.S. RECORD (303)753-8833 EXT.96315 Omr nim�`d�c 155C
PAGE 1 OF 4
F
13 MAR 2019
3/8 SMART SIDE NAILING REQUIREMENTS
USE THESE NAILING TABLES FOR THE SRS00,TR700 AND PR DRAWINGS
SIDE WALL EDGE NAILING REQUIREMENTS END WALL EDGE NAILING REQUIREMENTS
WALLS END SIDE CO 9. " MIN TOTAL WA S 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'-18'
ed NAILS @6"O.C. 0' 6'-18' •6' 6' Bd NAILS @ 3"O.C. SEE NOTE 3
8 8'-24' 8d NAILS @ 6"O.C. 0 8'-24' .& 8`-9' 8d NAILS @ 3"O.C. BS SEE NOTE 3
10' 10-24' 18d NAILS @'6"O.C. 0' 10'-24' 6' 1VAN 8d NAILS @"3"O.C. 0' 8'
12' 12'24' Bd NAILS @ 8"O.C. O' 12'-24' 6' 16'-18' 8d NAILS @ 4"O.C.(8S) 0' 6'
MIN 2'-8"RTN WALLS ON EACH END OF WALL- -MIN 2'-8"WALL SEGMENT 8' 8'-IT 8d NAILS,( 6"O.C. 0' 8'
6' 1 6'-18' 8d NAILS 6"O.C, UP TO IT 4' 8' 14'-1B' Sd NAILS @ 4"O.C. 0' 8'
8d NAILS fi"O.C. UP TO i2' 6 IT 20'-22' 8d NAILS @ 3"O.C. 0' 8'
M12' iV-24!
8d NAILS 4'O.C. UP TO 12' 4' 8' 24' Oct NAILS @ 4"O.C.(BS)
8d NAILS 6"O.0UP TO 12' 7' 10' 10'-14' 8d NAILS @6"O.C. 0' IV
ed NAILS 4"O.C. UPTO 12' 6' 10' tfi'-20' Bd NAILS @ 4"O.C. 0'Sd AIL 8 Q.C. UA TO 12' 9' �0' 22-24' Bd NAILS @ 3°O.C. 0' 108d NAIL 4.O. . UP TO.12, 6'8d NAILS @ 3"O.C. UP TO 12' S' 12' 12'-16' 8d NAILS @ 6'Q.C. 6` 12
12' 18-24' 8d NAILS @ 4"O.C. 1 0' 12'
ROOF SHEATHING(11116'OSB -MIN 2'-0"RTN WALLS ON EACH END OF WALL- *MIN X-0"WALL SEGMENT
WIDTH LENGTH FIELD NAILING EDGE NAILING 6' NA LS @ 6"O.C. Al SEE NOTE 3
Sd NAILS @ 12" .0 80 NAILS 4"O.C. 6' @ 3 .C. B 3' 2' RE:NOTE 6
8d NAILS @ 12"O.0 Sd NAILS @ 4"O.C. 8' 81-19 8d NAILS' 4"O.C. 3' S'
10' 10'-24' Bd NAILS @ 12"0.0 $d NAILS @ 8' 2'- 8d NAILS 3"O.C. 3'
12' 12-24'
Rd NAILS @ 170.131 8d NAILS @ 4"O.C. 8' I&-2,f—
S,0 3 C. B 3' '
8' 8' 8d NAILS 0 4"O.C: 4' 4'
NOTES: 8' 10' 8d NA LS' :3"O.C. 4' 4'
1.USE 8d COMMON OR GALVANIZED BOX NAILS. 8' 12'_22' 8 ILSI3" S 4' 4'
10' 1 10' 8d'NAlCS 6"O.C. 3' 7'
10 12'-1 b' 8d"NAILS 4"O.C. 3'
1V IV-18' 8d NAILS, W O.C. T 7'
TABLE NOTES: 10' 20'-24' Sd NAILS 4"O.C. BS 3' 7'
1.NAILING IS FOR 318"SMARTSIDE PANEL OR 318"SMARTSIDE I W 10'-12' 8d NAL @ . 6'
WITH FOIL BACKER. 10' 14'-16' Sd NAILS 33"O.C. 4' 6'
2.NO SINGLE OPENING GREATER THAN 8'-0" IV 18'-24' 8d NAILS CQ d"O.C. 8S 4' 6'
3.'8'WIDE X 6'-9'LENGTH BUILDINGS ARE BASED ON 3-SIDED IV 10' 8d NAILS0 3"O.C: 6
DIAPHRAGM.THE END WALL OPPOSITE OF THE OPENING MUST IV 17-22! Sd NAILS Q 3"O.C. BS 6' 4'
BE FULLY SHEATHED,IN THE 3-SIDED DIAPHRAGM CASES.THE 12' 12'-16' . 4' 8'
END WALL WITH THE OPENING DOES NOT HAVE A MIN.RETURN 12 18-20 • 4' 8'
WALL ON EACH SIDE OF THE OPENING.
4.USE COMMON,OR GALVANIZED BOX.NAILS: -- `12` 22'-24'" 8d NAILS 3"Q.C:BS 4' 8'
b.FIELD NAILING FOR 318"SMARTSIDE!Sd @ 12"O.C. 2 6'
6.ON THESE BUILDINGS 6'X IV-16'THE 3'DOOR IN THE END WALL 12 1 - 6'
WILL NEED TO BE OFF SET.THERE WILL BE A 2 PANEL ON ONE IW-ZW8d NA LS 4"O:C. 8S 6 6'
SIDE AND A 1'PANEL ON THE OTHER SIDE OF THE DOOR.
7.(BS)-DESIGNATES WALLS THAT NEED TO BE SHEATHED ON 12 1220NAILS V.O.C. 85 8' 4'
BO SIDES.
Ofdef#. P.O.# THESE 13RAVVINGSAND THE TUFFSIiED,INC. niaut TITLE DRAWING NO:
TUFF SHED OFTU� C`.THESE ENGINEERINGDEPARTMENI' rnswuw5%PEOn ftdataSt� Anted ` �
Drawn B PK � k'44: FL-PR-SR TR-01
CUSIemBf: y' DRAININGSAREFORA by PE ChihodabefcxnueYga 'e 8 DOOR DETAILS
Storage Buildings b'6 Garages Data: 3112119 BUILDING TO BE SUPPLIED RICHARD J.WILLS,P.E. �sm�n.e _* �� * NAILING REQUIREMENTS REV.LEVEL 01
Site AND BUILT BY TUFF SHED. PNttodoope.otmbaoamee.orotcamanM
TUFF SHED,MFG.FACILITIES Checked By: ANY OTHER USE IS °t°"�daq'"' �i1Q�Q"°1Q""u a" n°, x` SHEET
FORBIDDEN BY BOTH TUFF 1777 S.HARRISON STREET vattmonemdoccomoaopw.s �« `� FBC,6th EDITION(2017) 2
Date: SHEOAND THE ENGINEER OF DENVER,COLORADO 50210 'yi w "= "..
Building 5129:x o x•amm-me r•snvr.us RECORD. (303)753-8833 EXT.96315 �'"'um inni«� 155C
Seale: N.T.S. PAGE 2 OF 4
13 MAR 20 9