FL-PR-SR600-TR700-01-12x24-155C 19_32 SHEATHE-FINAL-Signed_1REV. LEVELPAGE OFTITLEDRAWING NO.SHEETFL-PR-SR-TR-0101PROJECT NOTESNAILING REQUIREMENTSFBC, 7th EDITION (2020)155C114WIDTH - LENGTH - HEIGHT - SQ. FT. AREAOrder #.Customer:Site Address:Building Size:UNINHABITED UTILITY SHED UP TO 12' WIDE x UP TO 24' LONGSR600, TR700, PRDrawn By: Checked By: Scale: Date: Date: P.O. #PK6/21/21N.T.S.Storage Buildings & GaragesROOF SHEATHING (1932" OSB OR PLYWOOD)WIDTHLENGTHEDGE NAILING8'NOTES:1. USE 8d COMMON OR GALVANIZED BOX NAILS.8'-24'10'10'-24'10d NAILS @ 4" O.C.10d NAILS @ 4" O.C.FIELD NAILING10d NAILS @ 12" O.C.10d NAILS @ 12" O.C.TUFF SHED, MFG. FACILITIES12' 12'-24'10d NAILS @ 4" O.C.10d NAILS @ 12" O.C.6'6'-18'10d NAILS @ 4" O.C.10d NAILS @ 12" O.C.THESE DRAWINGS AND THEDESIGN ARE THE PROPERTYOF TUFF SHED, INC. THESEDRAWINGS ARE FOR ABUILDING TO BE SUPPLIEDAND BUILT BY TUFF SHED.ANY OTHER USE ISFORBIDDEN BY BOTH TUFFSHED AND THE ENGINEER OFRECORD.TUFF SHED, INC. ENGINEERING DEPARTMENTRICHARD J. WILLS, P.E.RWILLS@TUFFSHED.COM1777 S. HARRISON STREETDENVER, COLORADO 80210(303) 753-8833 EXT. 96315WIDTHLENGTHEDGE NAILING8'8'-24'10' 10'-24'8d NAILS @ 3" O.C.8d NAILS @ 3" O.C.FIELD NAILING8d NAILS @ 6" O.C.8d NAILS @ 6" O.C.12' 12'-24'8d NAILS @ 3" O.C.8d NAILS @ 6" O.C.6'6'-20'8d NAILS @ 3" O.C.8d NAILS @ 6" O.C.END WALL NAILING (MIN. 2'-0" RETURN EACH END)WIDTHLENGTHEDGE NAILING8'8'-24'10' 10'-24'8d NAILS @ 3" O.C.8d NAILS @ 3" O.C.FIELD NAILING8d NAILS @ 6" O.C.8d NAILS @ 6" O.C.12' 12'-24'8d NAILS @ 3" O.C.8d NAILS @ 6" O.C.6'6'-20'8d NAILS @ 3" O.C.8d NAILS @ 6" O.C.SIDING TABLE NOTES:1. NAILING IS FOR 38" SMARTSIDE PANEL OR 38" SMARTSIDE WITH FOIL BACKER.2. MINIMUM 2'-0" RETURN FROM EACH END OF EACH WALL.3.NO SINGLE OPENING GREATER THAN 8'-0"4. * 6' WIDE X 6'-9' LENGTH BUILDINGS ARE BASED ON 3-SIDED DIAPHRAGM. THE END WALL OPPOSITE OFTHE OPENING MUST BE FULLY SHEATHED, IN THE 3-SIDED DIAPHRAGM CASES. THE END WALL WITHTHE OPENING DOES NOT HAVE A MIN. RETURN WALL ON EACH SIDE OF THE OPENING.5. USE COMMON OR GALVANIZED BOX NAILS.6.ON THESE BUILDINGS 6' X 10' THE 3' DOOR IN THE END WALL WILL NEED TO BE OFF SET. THERE WILLBE A 2' PANEL ON ONE SIDE AND A 1' PANEL ON THE OTHER SIDE OF THE DOOR.7. BUILDING SIZES BELOW REQUIRE SHEATHING ON BOTH SIDES OF WALL WITH OPENING (716" OSB ONINSIDE OF WALL):6'X10' WITH 3' OF OPENING ON END WALL WITH 2' OF SHEAR (SEE NOTE 6)8'X18'-24' WITH 3' OF OPENING ON END WALL WITH 5' OF SHEAR8'X16'-22' WITH 4' OF OPENING ON END WALL WITH 4' OF SHEAR10'X20'-24' WITH 3' OF OPENING ON END WALL WITH 7' OF SHEAR10'X18'-24' WITH 4' OF OPENING ON END WALL WITH 6' OF SHEAR10'X12'-24' WITH 6' OF OPENING ON END WALL WITH 4' OF SHEAR12'X20'-24' WITH 6' OF OPENING ON END WALL WITH 6' OF SHEAR12'X16'-24' WITH 8' OF OPENING ON END WALL WITH 4' OF SHEAR8. NO OPENINGS ARE ALLOWED ON THE END WALLS OF 6' WIDE BUILDINGS LONGER THAN 16'. THEENDWALL OF 6' WIDE X 10'-16' LONG BUILDINGS MAY HAVE A SINGLE 2' OPENING CENTERED ON THEWALL.HEADER NAILING: HEADER TO STUD - 4-16d END NAIL DOUBLED HEADER- 16d @ 16" STAGGERED FACE NAILNAILING:REFER TO SHEET 2 FOR WALL AND ROOF SHEATHING NAILING.MAX WALL HEIGHT FOR EACH SHED:SR600 - 5'-814" (6814")TR700 - 6'-814" (8014")PR - 6'-814" (8014")NOTES:1.BUILDING CODE: FLORIDA BUILDING CODE, 7th EDITION (2020)BUILDINGS ARE NOT FOR HIGH-VELOCITY HURRICANE ZONES(HVHZ)2.DESIGN LOADING:WIND SPEED: Vult = 155Vasd = 120EXPOSURE: CROOF LIVE LOAD: 20 PSFROOF DEAD LOAD: 10 PSFFLOOR LIVE LOAD: MIN. 50 PSF (SEE NOTE 5, DETAIL 1, SHEET 3)RISK CATEGORY: ICOMPONENT AND CLADDING: ROOF: 18/-29 PSF (ZONE 1)WIND PRESSURE (psf) (ASD VALUES)18/-50 PSF (ZONE 2)(BASED ON 10 SQ FT)18/-74 PSF (ZONE 3)WALL: 31/-34 PSF (ZONE 4)31/-42 PSF (ZONE 5)FOR SR600, TR700, AND PR38" SMARTSIDE NAILING REQUIREMENTSFOR SR600, TR700, AND PR38" SMARTSIDE NAILING REQUIREMENTSWIDTHPITCHMID-ROOF HEIGHT8'4/1210'7'-1116"7'-3116"OVERALL HEIGHT7'-91116"8'-1916"12'7'-5"8'-512"6'4/126'-1118"7'-51316"SHED SIZE CHART4/124/12SIDEWALL HEIGHT5'-814"8'4/1210'8'-1116"8'-3116"8'-91116"9'-1916"12'8'-5"9'-512"6'4/127'-1118"8'-51316"4/124/126'-814"FL PRODUCT APPROVALSPRODUCT TYPEMANUFACTURERFL PRODUCT #SIDING (LAP)JAMES HARDIE BUILDING PRODUCTS, INCSIDING (CEMENT)MODELLAPCEMENT STUCCOIMPACT SLIDING WINDOW ECO IMPACT SLIDERSIDING (PANEL)LP BUILDING SOLUTIONSFL9190.3SIDINGJAMES HARDIE BUILDING PRODUCTS, INCIMPACT SLIDERFL10477.1FL13223.2NOA 19-0219.08TUFF SHED DOUBLE DOORTUFF SHED, INC.SHED DOORFL22202.1TUFF SHED DOUBLE DOOR (HVHZ)STEEL DOOR INSWINGJELD-WEN6 PANEL/3068FL11136.1STEEL DOOR OUTSWINGTUFF SHED, INC.TUFF SHED, INC.TUFF SHED, INC.TUFF SHED SINGLE DOORTUFF SHED SINGLE DOOR (HVHZ)SHED DOORSHED DOORSHED DOORFL22202.2FL22202.3FL22202.4JELD-WEN6 PANEL/3068FL11136.2FULL LITE DOORJELD-WENEXTERIOR DOORFL17454.19 LITE DOOR INSWINGJELD-WENFL12509.29 LITE DOOR OUTSWINGJELD-WENFL12509.4FLOOD VENTSFLOOD SOLUTIONSFOUNDATIONFL17588.1EXTERIOR DOOREXTERIOR DOORRIDGE VENTSGAF COBRA RIDGE RUNNERRIDGE VENTNOA 17-0822.06IMPACT RESISTANT OVERHEADGARAGE DOOROVERHEAD DOOR CORPGARAGE DOORFL14170.6ROOF UNDERLAYMENTGAFFELTBUSTERFL10626.1ASPHALT SHINGLESGAFSHINGLESFL10124.1METAL ROOFINGMARLYN METALS, INCMAR-RIBFL8993SLIDING WINDOWTAFCO CORPORATIONSLIDERFL20743.1RIDGE VENTSGAF COBRA RIGID VENT3RIDGE VENTFL6267.1SIDEWALL NAILING (MIN. 2'-0" RETURN EACH END)5'-814"5'-814"5'-814"6'-814"6'-814"6'-814"2 FEB 2022
REFER TO THE TRUSS DESIGN FORLUMBER SIZE, TRUSS SPACING AND PLATE SIZEWALL FRAMING TO BE2x4 SPF #2 OR BETTER@ 16" O.C.FLORIDA APPROVEDSHINGLESIF BUILDING IS LOCATEDIN A FLOOD ZONE THENFLOOD VENTS AND PRESSURETREATED STUDS ARE REQUIRED -ONE SQ INCH VENTFOR EVERY ONE SQ FTOF BUILDINGUP TO 12' WIDE6"9'-6" MAX.6'-81 4" MAXWALL HEIGHT 124SEE THE TRUSSCONNECTIONDETAIL - DETAIL 2OVERHANG OPTIONSCOLLAR TIE REQUIRED ONLY AT12' WIDE SHEDS, SEE TRUSS CALCULATIONSSEE SHEET 3 FOR STEEL FLOOR WITHANCHOR DETAIL OR FOUNDATION DETAILREFER TO THE DOOR DETAIL (SHEET 2) FORTHE DOOR DESIGNHEADERS FOR: OPENINGS UP TO 6'-0" USE (2) 2x4 SPF #2 OPENINGS 6'-1" TO 8'-0" USE (2) 2X6 SPF #2TRIMMER STUDKING STUDCRIPPLE STUDFOR WINDOW OPENINGS UP TO 4'-0"KING STUDFLOOR DECKINGBASE PLATE2x4 WINDOW SILLHEADERS FOR OPENINGS UP TO 4'-0"USE (2) 2x4 SPF #2 OPENINGS 4'-1" TO 6'-0"USE (2) 2x6 SPF #2 OPENINGS 6'-1" TO 8'-0"USE (2) 2x8 SPF #2BASE PLATEDOUBLE TOP PLATEKING STUDFLOOR DECKINGTRIMMERFOR OPENINGS UP TO 8'-0"DOUBLE TOP PLATECRIPPLES (IF REQ.)CRIPPLES (IF REQ.)HEADERS FOR OPENINGS UP TO 4'-0"USE (2) 2x4 SPF #2RAFTERWALL TOP PLATESSTUDSSIDINGSIMPSON H2.5A PLATE ONINSIDE AT EACH RAFTERTOE NAIL WITH (3)16d NAILS, (2) ONESIDE, (1) OTHERSIDESEE PROJECT NOTES FOR MATERIALS4'x8' ROOFSHEATHINGNAIL TO INTERMEDIATE FRAMINGMEMBERS - REFERENCE NAILINGSCHEDULE, SHEET 1DIAPHRAGMBOUNDARYTRIMPANEL EDGE IS NOTSUPPORTED BY BLOCKING -UNLESS NOTEDSIDINGRAFTERS AND/OR TRUSSESDRIP EDGEREFERENCE NAILINGSCHEDULE/S2ROOF UNDERLAYMENTPER FBC 1507.1.1.1(3).MINIMUM 334" STRIP OFSELF ADHERING FLEXIBLEFLASHING TAPE COMPLYINGWITH AAMA 711, LEVEL 3,INSTALLED IN ACCORDANCETO MANUFACTURER'SINSTRUCTIONS FOR THEDECK MATERIALWIDTH - LENGTH - HEIGHT - SQ. FT. AREAOrder #.Customer:Site Address:Building Size:SCALE:BUILDING SECTION_________________N.T.S.1SCALE:3AWINDOW HEADER DETAIL_______________________FOR SIDE WALLS_______________N.T.S.SCALE:3BDOOR HEADER DETAIL____________________FOR SIDE WALLS_______________N.T.S.SCALE:4HEADER DETAIL FOR___________________END WALLS__________N.T.S.Drawn By: Checked By: Scale: Date: Date: P.O. #PK6/21/21N.T.S.SCALE:2TRUSS TO WALL ___________________ CONNECTION DETAIL____________________N.T.S.Storage Buildings & GaragesTUFF SHED, MFG. FACILITIESTHESE DRAWINGS AND THEDESIGN ARE THE PROPERTYOF TUFF SHED, INC. THESEDRAWINGS ARE FOR ABUILDING TO BE SUPPLIEDAND BUILT BY TUFF SHED.ANY OTHER USE ISFORBIDDEN BY BOTH TUFFSHED AND THE ENGINEER OFRECORDTUFF SHED, INC. ENGINEERING DEPARTMENTRICHARD J. WILLS, P.E.RWILLS@TUFFSHED.COM1777 S. HARRISON STREETDENVER, COLORADO 80210(303) 753-8833 EXT. 96315REV. LEVELPAGE OFTITLEDRAWING NO.SHEETFL-PR-SR-TR-0101BUILDING SECTIONSHEADER FRAMING DETAILSFBC, 7th EDITION (2020)155C224SCALE:5ROOF SHEATHING AND ______________________UNDERLAYMENT DETAIL_______________________N.T.S.2 FEB 2022
2X6 STEEL TRACK EACH ENDVENT HOLES @ 24" OC.OPTIONAL LEVELING BLOCKS2X6 STEEL JOISTSSELF-DRILLING SCREWS #12-14 X 3" HEX HEAD 1. STEEL SHED FOUNDATION:600T125-054 - 16 GAUGE STEEL TRACKS G140 ZINC COATED600S137-054 - 16 GAUGE STEEL JOISTS G140 ZINC COATED@ 24" O.C.(SUPPLIER: ALLIED STUDCO (JOIST: 600S137-054 / TRACK:600T125-054) ICC ER-4943P.2.34" APA OR TECO RATED TONGUE AND GROOVE FLOORDECKING. 24" MAX PANEL SPAN. STAGGER PANEL LAYOUT.3.FASTEN FLOOR DECKING TO JOIST & TRACKS USING#8 x 158" ZINC PLATED SCREWS @ 12" O.C.NO BLOCKING REQUIRED. ALL EDGES SHALL LIE ON FLOORJOISTS. STAGGER PANEL LAYOUT PER APA CONDITION 1.4.FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO JOISTSOR TRACKS WITH #12-14 X 3" GALVANIZED SELF-DRILLINGSCREWS. REFERENCE SPACING CHART.5. ALLOWABLE FLOOR LIVE LOAD: 75 PSF FOR STEEL JOISTSCONTINUOUSLY SUPPORTED. 50 PSF FOR JOISTS ON BLOCKSAS SHOWN.6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVELBUILDING:SUGGESTED SIZES: 2" x 8" x 16", 4" x 8" x 16", OR 8" x 8" x 16".BLOCKS UNDER JOISTS SPACED @ 8'-0" O.C. MAXIMUM.BLOCKS UNDER TRACK SPACED @ 4'-0" O.C. MAXIMUM.@ 24" OC34" APA OR TECO RATEDT&G FLOOR DECKING.#10 X 34" PANHEAD SELF-DRILLINGSCREWS (2 PER TAB)CORNER STUD2X4X2'BLOCK7 1/2"3'-0"AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES·PART NUMBERS:OT3644GPMP- 58" X 36" (36" IMBED) GALVANIZED AUGEROT17SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTSREPORT NO. LO-FJ90129-A-OR-OT24SWBSIDEWALL BRACKET FOR USE WITH THRU BOLTSREPORT NO. LO-FJ90129-B·WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS WITH THE MAXIMUM LOAD OF 5,080 LBSATTACH BRACKET TOSTUD THRU HOLE INANCHOR PLATE WITH38"Ø x 4" CARRIAGE BOLTAND LOCKNUT4" MINEND WALLSIDE WALLANCHOR BRACKETTO BE FLUSH WITHEDGE OF TRIMSIDINGTRIMTRIMSIDINGSTUDSTUDSHEDBASEOT17SWB-OR-OT24SWB38" CARRIAGEBOLT (GRADE 2)TRIMSIDING38" NYLONLOCK NUTBASEPLATE4" CONCRETEPAD (MIN)FLOOR PLYSTEEL SHEDBASE4 " MIN
STUD6"MIN38" X 3" SIMPSON TITEN HD BOLT,GALVANIZED, WITH 34" WASHEREMBEDMENT DEPTH = MIN 212"MIN. EDGE DISTANCE = 6"ANCHOR SPACING: RE: TITENHD ANCHOR BOLTS TABLE,SHEET 31. WOOD SHED FOUNDATION:2x6 #2 PRESSURE TREATED SPRUCE-PINE-FIR RIM JOISTS2x6 #2 PRESSURE TREATED SPF JOISTS @ 24" O.C.2.34" APA OR TECO RATED TONGUE AND GROOVEFLOOR DECKING. 24" MAX PANEL SPAN. NOBLOCKING REQUIRED. ALL EDGES SHALL LIE ON FLOORJOISTS. STAGGER PANEL LAYOUT PER APA CONDITION 1.NAIL PLYWOOD TO JOISTS AND RIM JOISTS:BORDER: 8d COMMON SPACED @ 6" O.C.EDGE: 8d COMMON SPACED @ 6" O.C.FIELD: 8d COMMON SPACED @ 12" O.C.4. FASTEN SOLE PLATE THROUGH FLOOR DECKING INTOJOISTS OR RIM JOISTS WITH 10d COMMON SPACED @ 12" O.C.5. ALLOWABLE FLOOR LIVE LOAD: 40 PSF6.USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TOLEVEL BUILDING: SUGGESTED SIZES: 2" x 8" x 16", 4" x 8" x 16", OR 8" x 8" x 16". BLOCKS UNDER JOISTS SPACED @ 8'-0" O.C. MAXIMUM. BLOCKS UNDER RIM JOISTS SPACED @ 4'-0" O.C. MAXIMUM.10d COMMON @ 12" O.C.34" APA OR TECO RATEDT&G FLOOR DECKING2x6 JOISTS @ 24" O.C.(PRESSURE TREATED)16d COMMON(2 PER JOIST)8d COMMON @ 6" O.C.OPTIONAL LEVELING BLOCKS2x6 RIM JOIST EACH END(PRESSURE TREATED)REV. LEVELPAGE OFTITLEDRAWING NO.SHEETFL-PR-SR-TR-0101DETAILSFBC, 7th EDITION (2020)155C334WIDTH - LENGTH - HEIGHT - SQ. FT. AREAOrder #.Customer:Site Address:Building Size:Drawn By: Checked By: Scale: Date: Date: P.O. #PK6/21/21N.T.S.Storage Buildings & GaragesAUGER ANCHORSWIDTHLENGTH # OF ANCHORS4 ANCHORS10' 10'-20'SCALE:OPTIONAL AUGER ANCHOR DETAIL_______________________________N.T.S.3SCALE:OPTIONAL STEEL SHED BASE DETAIL_________________________________N.T.S.1BASE PLATE SCREW SPACINGWIDTHSPACING6'-12'8" O.C.TUFF SHED, MFG. FACILITIES8' 8'-24'4 ANCHORS6 ANCHORS10'22'-24'6' 6'-20'4 ANCHORSTITEN HD ANCHOR BOLTS(INTO CONCRETE)RE: DETAIL 3 SHEET 3WIDTHLENGTHQTY8' 8'-16'6NOTES:1. ANCHORS TO BE SIMPSON TITEN HDANCHORS. ANCHORS MAY BEGALVANIZED OR STAINLESS STEEL.2. PROVIDE (1) ANCHOR AT EA. CORNEROF THE BUILDING. THE REMAININGANCHORS EQUALLY SPACED ALONG THELENGTH OF THE BUILDING. (12 THEREMAINING ANCHORS ON EA. LENGTHSIDE EQUALLY SPACED).8' 18'-24'10' 10'-16'10' 18'-24'86812' 12'-14'12' 22'-24'6106' 12'-20'66' 6'-10'6THESE DRAWINGS AND THEDESIGN ARE THE PROPERTYOF TUFF SHED, INC. THESEDRAWINGS ARE FOR ABUILDING TO BE SUPPLIEDAND BUILT BY TUFF SHED.ANY OTHER USE ISFORBIDDEN BY BOTH TUFFSHED AND THE ENGINEER OFRECORDSCALE:OPTIONAL SIDEWALL BRACKET DETAIL___________________________________N.T.S.4TUFF SHED, INC. ENGINEERING DEPARTMENTRICHARD J. WILLS, P.E.RWILLS@TUFFSHED.COM1777 S. HARRISON STREETDENVER, COLORADO 80210(303) 753-8833 EXT. 963154-ANCHORS PROVIDE (1) AT EA.CORNER OF THE BUILDING.6-ANCHORS PROVIDE (1) AT EA.CORNERS OF THE BUILDING AND (1) ATTHE CENTER OF EA. SIDE WALL.SCALE:OPTIONAL WOOD SHED BASE DETAIL_________________________________N.T.S.2BASE PLATE SCREW SPACINGWIDTHSPACING6'-12'8" O.C.12'16'-20'84 ANCHORS12'12'-16'6 ANCHORS12'18'-24'2 FEB 2022
2 5/8"1'-3 5/8"3X4 20 PLATES1 EACH SIDE8'-0"4'-2 1/2"4'-0"18.0°4125'-3 1/16"2 5/8"
1'-7 1/2"5'-0"3X4 20 GA PLATES1 EACH SIDE18.0°10'-0"4126'-0"12'-0"1'-11 3/8"6'-0"18.0°2 5/8"6'-3 11/16"3X6 20 GAPLATES1 EACH SIDE3X4 20 GA PLATES1 EACH SIDE4122 5/8"11 11/16"3X4 20 PLATES1 EACH SIDE6'-0"3'-1 7/8"3'-0"18.0°4124"1'-0" MIN.3" CLR.TYP.3" CLR.TYP.3" CLR.TYP.6"MIN.1'-0"MIN.SLABREINFORCEMENTPER NOTES BELOW1 3/4"#4 CONTINUOUSTOP & BOTTOMTHICKENED SLABCONCRETE FLOORFINISH GRADE UNHEATED SPACEANCHOR BOLT &P.T. SILL PLATEPER NOTES BELOWCONTINUOUS FOOTING NOTES1. TOP OF SLAB TO BE 6" MIN. ABOVE GRADE. SLAB REINFORCEMENT SHALLBE WWF 6X6 W1.4xW1.4 . LOCATE AT MID-DEPTH OF SLAB.-OR-SLAB REINFORCEMENT SHALL BE FIBERMESH 150 OR BLENDEDFIBERMESH150. FIBERMESH SHOULD BE DISPERSED UNIFORMLYTHROUGH CONCRETE W/ MIN. 1 POUND PER CUBIC YARD OF CONCRETE.2. ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE AND REINFORCINGBEFORE POURING CONCRETE.3. FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL, COMPETENT SOIL,OR PROPERLY COMPACTED STRUCTURAL FILL. ALLOWABLE SOILBEARING PRESSURE IS 1000 PSF AT 12" BELOW GRADE.4. CONCRETE: MINIMUM 28 DAY COMPRESSIVE STRENGTH, f'c = 2500 PSI.5. REINFORCING STEEL: A615, GRADE 40 OR GRADE 60. ALL REINFORCINGSTEEL SHOWN TO BE CONTINUOUS MAY BE LAPPED A MINIMUM OF 38 BARDIAMETERS OR 24" MINIMUM, WHICHEVER IS LARGER.6. SEISMIC DESIGN CATEGORY: AA. ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING12"Ø X 8" LONG SIMPSON TITEN HD ANCHOR WITH WASHERS.B. EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST 5" INTO THECONCRETE AND SHALL BE SPACED NOT MORE THAN 6' OC.C. THERE SHALL BE A MINIMUM OF 2 BOLTS PER SOLE PLATE PIECEWITH 1 BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN 7 BOLTDIAMETERS FROM EACH END OF EACH PIECE.NOTE: FOR BUILDINGS 18' AND LONGER OR ANY BUILDING DESIGNED ASA 3-SIDED DIAPHRAGM, ADD SIMPSON SSTB16 ANCHORS AND HDU2 HOLDDOWNS AT EACH CORNER OF THE END WALLS. FOLLOW MANUFACTURER'SINSTALLATION INSTRUCTIONS.REV. LEVELPAGE OFTITLEDRAWING NO.SHEETFL-PR-SR-TR-0101TRUSS DETAILSFBC, 7th EDITION (2020)155C444WIDTH - LENGTH - HEIGHT - SQ. FT. AREAOrder #.Customer:Site Address:Building Size:Drawn By: Checked By: Scale: Date: Date: P.O. #PK6/21/21N.T.S.Storage Buildings & GaragesTUFF SHED, MFG. FACILITIESTHESE DRAWINGS AND THEDESIGN ARE THE PROPERTYOF TUFF SHED, INC. THESEDRAWINGS ARE FOR ABUILDING TO BE SUPPLIEDAND BUILT BY TUFF SHED.ANY OTHER USE ISFORBIDDEN BY BOTH TUFFSHED AND THE ENGINEER OFRECORDDESIGN LOADS:TOP CHORD LIVE LOAD = 20 PSFTOP CHORD DEAD LOAD = 10 PSFCOLLAR TIE DEAD LOAD = 5 PSFNOTES:FBC, 7th EDITION (2020)ANSI/TPI 1-2014TRUSSES TO BE SPACED @ 24" OCMATERIAL TO BE 2X4 SPRUCE PINE FIR GRADE #2 OR BETTERPLATES ARE TO BE PRESSED IN THE WOOD PER TPI.REP MEMBER INCREASE: YESLUMBER D.O.L.: 1.25WIND:ASCE 7-16, 155 mph, Exposure C, D.O.L.=1.60PLATES ARE MANUFACTURED BY EAGLE METAL PRODUCTS,ICC-ES #ESR-1082.6' SPANREACTIONS:MAX. VERTICAL: 180 LBS.MAX. UPLIFT: -160 LBS.NOTE:TRUSS MAY BE USED ON BUILDING LENGTHSUP TO 12FT UNLESS CEILING JOIST OR OTHERTENSION TIE IS PROVIDED.8' SPANREACTIONS:MAX. VERTICAL: 240 LBS.MAX. UPLIFT: -195 LBS.NOTE:TRUSS MAY BE USED ON BUILDING LENGTHSUP TO 14FT UNLESS CEILING JOIST OR OTHERTENSION TIE IS PROVIDED.10' SPANREACTIONS:MAX. VERTICAL: 300 LBS.MAX. UPLIFT: -250 LBS.NOTE:TRUSS MAY BE USED ON BUILDING LENGTHSUP TO 20FT UNLESS CEILING JOIST OR OTHERTENSION TIE IS PROVIDED.12' SPANREACTIONS:MAX. VERTICAL: 390 LBS.MAX. UPLIFT: -285 LBS.NOTE:TRUSS MAY BE USED ON BUILDING LENGTHSUP TO 24FT UNLESS CEILING JOIST OR OTHERTENSION TIE IS PROVIDED.ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING THIS TRUSS ARE TO DO SO INACCORDANCE TO THE RECOMMENDATIONS OF THE LATEST VERSION OF THE BCSI.MAXIMUM DEFLECTION (12 FT. SPAN)VERT LL: 0.06 in.VERT TL: 0.08 in.STORE 5208524 EAST COLONIAL DRIVEORLANDO, FL 32817(888) 788-TUFFTUFF SHED, INC. ENGINEERING DEPARTMENTRICHARD J. WILLS, P.E.RWILLS@TUFFSHED.COM1777 S. HARRISON STREETDENVER, COLORADO 80210(303) 753-8833 EXT. 96315SCALE:OPTIONAL CONCRETE FOUNDATION DETAIL_______________________________________N.T.S.12 FEB 2022