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HomeMy WebLinkAboutShed Construction DetailsUNINHABITED UTILITY SHED UP TO 12' WIDE x UP TO 24' LONG NOTES: 1. BUILDING CODE: FLORIDA BUILDING CODE, 7th EDITION (2020) BUILDINGS ARE NOT FOR HIGH -VELOCITY HURRICANE ZONES (HVHZ) 2. DESIGN LOADING: WIND SPEED: V„It= 155 Vasd = 120 EXPOSURE: C ROOF LIVE LOAD: 20 PSF ROOF DEAD LOAD: 10 PSF FLOOR LIVE LOAD: MIN. 50 PSF (SEE NOTE 5, DETAIL 1, SHEET 3) RISK CATEGORY: I COMPONENT'AND CLADDING: ROOF: 18/-29 PSF (ZONE 1) WIND PRESSURE (pst) (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) HEADER NAILING: HEADER TO STUD - 4-16d END NAIL DOUBLED HEADER - 16d @ 16" STAGGERED FACE NAIL NAILING: REFER TO SHEET 2 FOR WALL AND ROOF SHEATHING NAILING. MAX WALL HEIGHT FOR EACH SHED: PTR - T-8 1 /4" (92 1 /4") PPTR - T-8 1 /4" (92 1 /4") TR/TRD800 - T-8 1/4" (92 1/4") SHED SIZE CHART WIDTH PITCH SIDEWALL HEIGHT OVERALL -HEIGHT MID -ROOF HEIGHT 6' 4/12 T-8Y4' 9'-5%4' 8'-101%s' 8' 4/12 T-C41' 9'-g%,, 9'-0%4' 10' 4/12 T-8Y4' 10'-1%s' 9'-2'y6' , 12' 4/12 T-V411 10'-5y2l' 9'-4%" 6' 1 5/12 T-8Y4" 9'-9" 9'-OX" 8' 5/12 T-8Y4" 10'-2" 9'-2 %4' 10' 5/12 7'-8Y4' 10'-61V1, 9'-5%6' 12' 5/12 7'-8Y4' 10'-11'%s' 9W1Y16' TUFF SKED Storage Buildings & Garages TUFF SHED, MFG. FACILITIES Order #. Customer: PTR, PPTR, TR/TRD800 ROOF SHEATHING /Z' OSB OR PLYWOOD) DTH LENGTH FIELD NAILING EDGE NAILING 6' 6'-18' Od NAILS @ 12" O.C. 10d NAILS @ 4" O.C. 8' E 8'-22' OdNAILS @ 12" O.C. 1 Od NAILS @ 4" O.C. 0, 10'-24' Od NAILS @ 12" O.C. I Od NAILS @ 4" O.C. 2' 12'-24' ff0d NAILS @ 12" O.C. 1 Od NAILS @ 4" O.C. NOTES: 1. USE 10d RING SHANK NAILS. %" SMARTSIDE NAILING REQUIREMENTS FOR PPTR, TR800 SIDEWALL NAILING (MIN 2'-6" RETURN EACWEND) WIDTH LENGTH FIELD NAILING EDGE NAILING 6' 6'-18' 8d NAILS @ 6" O.C. 8d NAILS @ 3" O.C. 8' 8'-22' 8d NAILS @ 6" O.C. 8d NAILS @ 3" O.C. 10, 10'-24, 8d NAILS @ 6" O.C. 8d NAILS @ 3" O.C: 12' 12'-24' 8d NAILS @ 6" O.C. 8d NAILS I O.C. SMARTSIDE NAILING REQUIREMENTS FOR PPTR, TR800 END WALL NAILING (MIN 2'-6" RETURN EACH END) WIDTH LENGTH FIELD" NAILING EDGE NAILING 6' 6'-18' 8d NAILS @ 6" O.C. 8d NAILS @ 3" O.C. 8' ` 8'-22' 8d NAILS @ 6" O.C. 8d NAILS @ 3" O.C. 10, 10'-24' 8d NAILS @ 6" O.C. 8d NAILS @ 3" O.C. 12' 12'-24' 8d NAILS @ 6" O.C. 8d NAILS @ 3" O.C. FL PRODUCT APPROVALS PRODUCT TYPE MANUFACTURER MODEL FL PRODUCT # SIDING (PANEL) LP BUILDING SOLUTIONS SIDING FL9190.3 SIDING (LAP) JAMES HARDIE BUILDING PRODUCTS, INC LAP FL10477.1 SIDING (CEMENT) JAMES HARDIE BUILDING PRODUCTS, INC CEMENT STUCCO FL13223.2 IMPACT SLIDING WINDOW ECO IMPACT SLIDER IMPACT SLIDER NOA 19-0219.0E SLIDING WINDOW TAFCO CORPORATION SLIDER FL20743.1 TUFF SHED DOUBLE DOOR TUFF SHED, INC. SHED DOOR FL22202.1 TUFF SHED DOUBLE DOOR (HVHZ) TUFF SHED, INC. SHED DOOR FL22202.2 TUFF SHED SINGLE DOOR TUFF SHED, INC. SHED DOOR FL22202.3 TUFF SHED SINGLE DOOR (HVHZ) TUFF SHED, INC. SHED DOOR FL22202.4 STEEL DOOR INSWING JELD-WEN 6 PANEL/3068 FL11136.1 STEEL DOOR OUTSWING JELD-WEN 6 PANEL/3068 FL11136.2 FULL LITE DOOR JELD-WEN EXTERIOR DOOR FL17454.1 9 LITE DOOR INSWING JELD-WEN EXTERIOR DOOR FL12509.2 9 LITE DOOR OUTSWING JELD-WEN EXTERIOR DOOR FL12509.4 FLOOD VENTS FLOOD SOLUTIONS FOUNDATION FL17588.1 RIDGE VENTS GAF COBRA RIDGE RUNNER RIDGE VENT NOA 17-0822.0( RIDGE VENTS GAF COBRA RIGID VENT3 RIDGE VENT FL6267.1 IMPACT RESISTANT OVERHEAD GARAGE DOOR OVERHEAD DOOR CORP GARAGE DOOR FL14170.6 ROOF UNDERLAYMENT GAF FELTBUSTER FL10626.1 ASPHALT SHINGLES GAF SHINGLES FL10124.1 METAL ROOFING MARLYN METALS. INC MAR -RIB FL8993 SIDING TABLE NOTES: 1. NAILING IS FOR /" SMARTSIDE PANEL OR %" SMARTSIDE WITH FOIL BACKER. 2. MINIMUM 2'-6" R�TURN FROM EACH END 4 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 OF THE OPENING MUST BE FULLY SHEATHED, IN THE 3-SIDED DIAPHRAGM CASES (NO OPENINGS) AND NAILED AS SPECIFIED. THE END WALL WITH THE OPENING DOES NOT HAVE A MIN. RETURN WALL O_N EACH SIDE OF THE OPENING. 5. USE COMMON OR GALVANIZED BOX NAILS WITH A MINIMUM LENGTH OF 2Y". 6. ON THESE BUILDINGS 6' X 10' THE T DOOR IN THE END WALL WILL NEED T& BE OFF SET. THERE WILL BE A 2'-6" PANEL ON ONE SIDE AND A 6" PANEL ON THE OTHER SIDE OF THE DOOR. 7. BUILDING SIZES BELOW REQUIRE SHEATHING ON BOTH SIDES OF WALL WITH OPENING g7/ " OSB ON INSIDE OF WALL): 6'X1 'WITH T OF OPENING ON END WALL WITH 2'-6" OF SHEAR (SEE NOTE 6) 8'X16'-22' WITH T OF OPENING ON END WALL WITH 5' OF SHEAR 1 O'X20'-24'WITH T OF OPENING ON END WALE WITH T OF SHEAR 1 0'X1 8'-24'WITH 4' OF OPENING ON END WALL WITH 6' OF SHEAR 10'X16'-24' WITH 5' OF OPENING ON END WALL WITH 5' OF SHEAR 12'X22'-24' WITH 4' OF OPENING ON END WALL WITH 8' OF SHEAR 12'X16'-24' WITH 6' OF OPENING ON END WALL WITH 6' OF SHEAR 12'X14'-24' WITH T OF OPENING ON END WALL WITH 5' OF SHEAR 8. NO OPENINGS ARE ALLOWED ON THE END WALLS OF 6' WIDE BUILDINGS LONGER THAN 10'. P.O. # Drawn By: PK Date: 12/6/16 Site Address: Checked By: Date: Building SIZe:wnDTH- LENGTH - HEIGHT -SQ. FT. AREA Scale: N.T.S. THESE DRAWINGS AND THE DESIGN ARE THE PROPERTY OF TUFF SHED, INC. THESE DRAWINGS ARE FOR A BUILDING TO BE SUPPLIED AND BUILT BY TUFF SHED. ANY OTHER USE IS FORBIDDEN BY BOTH TUFF SHED AND THE ENGINEER OF RECORD. TUFF SHED, INC. TITLE ENGINEERING DEPARTMENT RICHARD J. WILLS, P.E. RWILL-S@TUFFSHED.COM 1777 S. HARRISON STREET DENVER, COLORADO 80210 (303) 753-8833 EXT. 96315 Z201-d4v� REVIEWED FOR CODE COMPLIANCE STo LUCIE COUNTY BOCC e GENERAL NOTES DRAWING NO. FL-PPTR-TR800-01 REV. LEVEL_ -_0 FBC, 7th EDITION (2020) SHEET 155C PAGE 1 OF 4 EEB 2 2 2PU2-12 ST. Lucie County, Permitting S o. 6835 j P STATE OF P, r' /�////� S�,ONALI"\NG��\\\ 14 FEB 2022 OVERHANG OPTIONS ' W ti it 5 REFER TO THE TRUSS DESIGN FOR LUMBER SIZE, TRUSS SPACING, PITCH AND PLATE SIZE — COLLAR TIE REQUIRED ONLY AT 12' WIDE SHEDS, SEE TRUSS CALCULATIONS ASPHALT SHINGLES -OR- METAL ROOFING SEE SHEET 3 FOR STEEL FLOOR WITH ANCHOR DETAIL OR FOUNDATION DETAIL UP TO 12'-0" WIDE OBUILDING SECTION SCALE: N.T.S. DOUBLE TOP PLATE CRIPPLES (IF REQ.) HEADERS FOR OPENINGS UP TO T-0" USE (2) 2x4 SPF #2 2x4 WINDOW SILL FLOOR DECKING BASE PLATE .1-- � � —J SEE THE TRUSS CONNECTION DETAIL - DETAIL 2 WALL FRAMING TO BE 2 x 4 SPF #2 OR BETTER @ 16" O.C. IF BUILDING IS LOCATED IN A FLOOD ZONE THEN FLOOD VENTS AND PRESSURE TREATED STUDS ARE REQUIRED - ONE SQ INCH VENT FOR EVERY ONE SQ FT OF BUILDING - DOUBLE TOP PLATE CRIPPLES (IF REQ.) HEADERS 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 #2 KING STUD TRIMMER BASE PLATE FLOOR DECKING FOR WINDOW OPENINGS UP TO T-0" FOR OPENINGS UP TO 8'-0" 4WINDOW HEADER DETAIL DOOR HEADER DETAIL 4 FOR SIDE WALLS 4 B FOR SIDE. WALLS SCALE N.T.S. SCALE N.T.S. TUFF SHED Storage Buildings & Garages TUFF SHED, MFG. FACILITIES Order #. Customer: Site Address: P.O. # Drawn By: PK Date: 12/6/16 Checked By: Building SIZe.WIDTH- LENGTH - HEIGHT - SQ. FF.AREA Date: Scale: N.T.S. KING STUD RAFTER SIMPSON H2.5A PL INSIDE AT EACH F WALL TOP I OTRUSS TO WALL CONNECTION DETAIL SCALE: N.T.S. CRIPPLE STUD ,OPENINGS UP TO 6'-0" USE (2) 2x4 SPF #2 OPENINGS 6-1" TO 8'-0" USE (2) 2x6 SPF #2 REFER TO THE DOOR DETAIL (SHEET 2) FOR THE DOOR DESIGN 5 HEADER DETAIL FOR END WALLS SCALE: N.T.S. TOE NAIL WITH (3) "6d NAILS, (2) ONE ;IDE, (1) OTHER ;IDE 13/4 U FINISH c GRADE - z 3" CLR. 0� Cl) ROOF UNDERLAYMENT PER FBC 1507.1.1.1(3). MINIMUM 3Y4" STRIP OF SELF ADHERING FLEXIBLE FLASHING TAPE COMPLYING WITH AAMA 711, LEVEL 3, INSTALLED IN ACCORDANCE TO MANUFACTURER'S INSTRUCTIONS FOR THE DECK MATERIAL SEE PROJECT NOTES FOR MATERIALS NAIL TO INTERMEDIATE FRAMING 4'x8' ROOF MEMBERS - REFERENCE NAILING SHEATHING SCHEDULE, SHEET 1 DIAPHRAGM BOUNDARY TRIM PANEL EDGE IS NOT SUPPORTED BY BLOCKING - DRIP EDGE UNLESS NOTED REFERENCE NAILING ` RAFTERS AND/ SCHEDULE/S2 OR TRUSSES 3 ROOF SHEATHING AND UNDERLAYMENT DETAIL SCALE: N.T.S. UNHEATED SPACE ANCHOR BOLT & P.T. SILL PLATE PER NOTES BELOW #4 CONTINUOUS TOP & BOTTOM CONCRETE FLOOR A. SLAB - REINFORCEMENT PER NOTES BELOW THICKENED SLAB I F. 11'-0" MIN. MONOLITHIC FOUNDATION SIDING CONTINUOUS FOOTING NOTES 1. TOP OF SLAB TO BE 6" MIN. ABOVE GRADE. SLAB REINFORCEMENT SHALL BE WWF 6X6 W1.4xW1.4 . LOCATE AT MID -DEPTH OF SLAB. -OR- SLAB REINFORCEMENT SHALL BE FIBERMESH 150 OR BLENDED FIBERMESH150. FIBERMESH SHOULD BE DISPERSED UNIFORMLY THROUGH CONCRETE W/ MIN. 1 POUND PER CUBIC YARD OF CONCRETE. 2. ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE AND REINFORCING BEFORE POURING CONCRETE. 3. FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL, COMPETENT SOIL, OR PROPERLY COMPACTED STRUCTURAL FILL. ALLOWABLE SOIL BEARING PRESSURE IS 1000 PSF AT 12" BELOW GRADE. 4. CONCRETE: MINIMUM 28 DAY COMPRESSIVE STRENGTH, P. = 2500 PSI. 5. REINFORCING STEEL: A615, GRADE 40 OR GRADE 60. ALL REINFORCING STEEL SHOWN TO BE CONTINUOUS MAY BE LAPPED A MINIMUM OF 38 BAR DIAMETERS OR 24" MINIMUM, WHICHEVER IS LARGER. 6. SEISMIC DESIGN CATEGORY: A A. ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING yi'0 X 8" LONG SIMPSON TITEN HD ANCHOR WITH WASHERS B. EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST 5" CONCRETE AND SHALL BE SPACED NOT MO T C. THERE SHALL O A MINIMUM OF 2 B E PIECE WITH 1 BOLT LOCATED NOT MOR � 1 R LESS THAN 7 BOLT DIAMETERS FROM EACH END OF C CE. A MINIMUM OF 4 BOLTS ARE REQUIRED PER SIDE OF THE BUILDING. NOTE: FOR BUILDINGS 18' AND LqpGER OR ANY BUILDING ESIGNED AS A 3-SIDED DIAPHRAGM, ADD SIM N SSTB16 ANCHORS D HDU2 HOLD DOWNS AT EACH CORNER OF E END W/jI¢S. FOL MANUFACTURER'S INSTALLATION INSTRUCTIONS./�� ©OPTIONAL CONCRETE FOUNDATION DETAIL SCALE N.T.S. THESE DRAWINGS AND THE TUFF SHED, INC. TITLE DESIGN ARE THE PROPERTY OF TUFF SHED, INC. THESE I ENGINEERING DEPARTMENT DRAWINGS ARE FOR A BUILDING TO BE SUPPLIED AND BUILT BY TUFF SHED. ANY OTHER USE IS FORBIDDEN BY BOTH TUFF SHED AND THE ENGINEER OF RECORD. RICHARD J. WILLS, P.E. RWILLS@TUFFSHED.COM 1777 S. HARRISON STREET DENVER, COLORADO 80210 (303) 753-8833 EXT. 96315 BUILDING SECTIONS DRAWING NO. FL-PPTR-TR800-01 HEADER FRAMING DETAILS REV. LEVEL 01 FBC, 7th EDITION (2020) SHEET n 155C PAGE 2 OF 4 o. 6835 / PO'.• STATE OF :•��� /// es llil�, S/ONWL *\Np���\\ 14 FEB 2022 IIIII #12-14 X 3" HEX HEAD — SELF -DRILLING SCREWS %" APA OR TECO RATED T&G FLOOR DECKING. 2X6 STEEL JOISTS @ 24" OC #10 X %4' PAN SELF -DRILLING SCREWS (2 PER TAB) VENT HOLES @ 24" OC. OPTIONAL LEVELING BLOCKS 2X6 STEEL TRACK EACH END - BASE PLATE SCREW SPACING WIDTH SPACING 6'-12' 8" O.C. n OOPTIONAL STEEL SHED BASE DETAIL SCALE N.T.S. TRIM SIDING 2X4X12" ATTACH BRACKET TO BLOCK STUDS THRU HOLE IN ANCHOR PLATE WITH Z 3/8" 0 x 4" CARRIAGE BOLT AND LOCKNUT STUDS 1. STEEL SHED FOUNDATION: 60OT125-054 - 16 GAUGE STEEL TRACKS G140 ZINC COATED 600S137-054 - 16 GAUGE STEEL JOISTS G140 ZINC COATED @ 24" O.C. (SUPPLIER: ALLIED STUDCO (JOIST: 60OS137-054 / TRACK: 600T125-054) ICC ER-4943P. 2. %4' APA OR TECO RATED TONGUE AND GROOVE FLOOR DECKING. 24" MAX PANEL SPAN. STAGGER PANEL LAYOUT. 3. FASTEN FLOOR DECKING TO JOIST & TRACKS USING #8 x 1%" ZINC PLATED SCREWS @ 12" O.C. NO BLOCKING REQUIRED. ALL EDGES SHALL LIE ON FLOOR JOISTS. STAGGER PANEL LAYOUT PER APA CONDITION 1. 4. FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO JOISTS OR TRACKS WITH #12-14 X 3" GALVANIZED SELF -DRILLING SCREWS. REFERENCE SPACING CHART. 5. ALLOWABLE FLOOR LIVE LOAD: 75 PSF FOR STEEL JOISTS CONTINUOUSLY SUPPORTED. 50 PSF FOR JOISTS ON BLOCKS AS SHOWN. 6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL BUILDING: SUGGESTED SIZES: 2" x 8" x 16", 4" x 8" x 16", OR 8" x 8" x 16". BLOCKS UNDER JOISTS SPACED @ T-0" O.C. MAXIMUM. BLOCKS UNDER TRACK SPACED @ 4'4" O.C. MAXIMUM. AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES • PART NUMBERS: OT3644BGMP- %" X 36" (36" IMBED) GALVANIZED AUGER REPORT NO. RAD-3060 OT17SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTS REPORT NO. LO-FJ90129-A -OR- OT24SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTS REPORT NO. LO-FJ90129-B • WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS WITH THE MAXIMUM LOAD OF 4,725 LBS STUD w 0 M I STUD } I END WALL 2) OPTIONAL AUGER ANCHOR DETAIL SCALE: N.T.S. l,9Lp Nes TRIM AUGER ANCHORS WIDTH LENGTH # OF ANCHORS 6' 6'-18' 4 ANCHORS 8' T-22' 4 ANCHORS 10, 1 U-18' 4 ANCHORS 10, 20'-24' 6 ANCHORS 12' 12'-16' 4 ANCHORS 12' 18'-24' 6 ANCHORS ANCHOR BRACKET TO BE FLUSH WITH EDGE OF TRIM Order #. TUFF SHED Customer: Storage Buildings & Garages Site Address: TUFF SHED, MFG. FACILITIES Building SIZe.WIDTH- LENGTH - HEIGHT -SQ. Fr. ARE 4-ANCHORS PROVIDE (1) AT EA. CORNER OF THE BUILDING. 6-ANCHORS PROVIDE (1) AT EA. CORNERS OF THE BUILDING AND (1) AT THE CENTER OF EA. SIDE WALL. P.O. # Drawn By: PK Date: 12/6/16 Checked By: Date: Scale: N.T.S. THESE DRAWINGS AND THE DESIGN ARE THE PROPERTY OF TUFF SHED, INC. THESE DRAWINGS ARE FOR A BUILDING TO BE SUPPLIED AND BUILT BY TUFF SHED. ANY OTHER USE IS FORBIDDEN BY BOTH TUFF SHED AND THE ENGINEER OF RECORD. 10d COMMON @ 12" O.C. %" APA OR TECO RATED T&G FLOOR DECKING 2x6 JOISTS @ 24" O.C.- (PRESSURE TREATED) 16d COMMON (2 PER JOIST) 8d COMMON @ 6" O.C. ---- OPTIONAL LEVELING BLOCKS 2x6 RIM JOIST EACH END (PRESSURE TREATED) BASE PLATE SCREW SPACING WIDTH SPACING 6'-12' 8" O.C. 1. WOOD SHED FOUNDATION: 2x6 #2 PRESSURE TREATED SPRUCE -PINE -FIR RIM JOISTS 2x6 #2 PRESSURE TREATED SPF JOISTS @ 24" O.C. 2. %4' APA OR TECO RATED TONGUE AND GROOVE FLOOR DECKING. 24" MAX PANEL SPAN. NO BLOCKING REQUIRED. ALL EDGES SHALL LIE ON FLOOR JOISTS. 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 INTO JOISTS OR RIM JOISTS WITH 10d COMMON SPACED @ 12" O.C. 5. ALLOWABLE FLOOR LIVE LOAD: 40 PSF 6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL 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. OOPTIONAL WOOD SHED BASE DETAIL SCALE: N.T.S. SIDING TRIM CARRIAGE BOLT (GRADE 2) OT17SWB -OR- -- OT24SWB i - 6" %" X 3" SIMPSON TITEN BOLT, GALVANIZED, WITH Y4' WASHER EMBEDMENT DEPTH = MIN 2114' MIN. EDGE DISTANCE = 6" ANCHOR SPACING: RE: TITEN BOLT ANCHORS TABLE, SHEET 3 STUD %" NYLON LOCK NUT Z BASEPLATE FLOOR PLY v STEEL SHED BASE 4" CONCRETE PAD (MIN) OOPTIONAL SIDEWALL BRACKET DETAIL SCALE: N.T.S. TUFF SHED, INC. TITLE ENGINEERING DEPARTMENT DETAILS RICHARD J. WILLS, P.E. RWILLS@TUFFSHED.COM 1777 S. HARRISON STREET DENVER, COLORADO 80210 (303) 753-8833 EXT. 96315 FBC, 7th EDITION (2020) 155C DRAWING NO. FL-PPTR-TR800-01 REV. LEVEL 01 SHEET 3 PAGE 3 OF 4 TITEN HD ANCHOR BOLTS (INTO CONCRETE) RE: DETAIL 3 SHEET 3 WIDTH LENGTH QTY 6' 6'-18' 6 8' 8'-16' 6 8' 18'-22' 8 10, 10'-16' 6 10, 18'-24' 8 12' 12'-14' 6 12' 16'-20' 8 12' 22'-24' 10 NOTES: 1. ANCHORS TO BE SIMPSO HD ANCHORS. ANCH GALVANIZED L' EEL. 2. PROVIDE (1 CHOR AT EA. CORNER OF E BUILDI G. THE REMAINING AN ORS EQ ALLY SPACED ALONG THE LE TF T E BUILDING. (Y2 THE RE INI G CHORS ON EA. LENGTH SI E SPACED). \\ \ NSF••`f 1 D.76835 i o• •�c� j�O'.•• STATE OF Ss I // �ONAL 1\\�G�N 14 FEB 2022 1111111 C° 3X4 20 PLATES 3X4 20 GA PLATES T-0" 1 EACH SIDE N 1 EACH SIDE 3X4 20 GA PLATES 3: _ r� 5'-0" g; �/ 3X4 20 GA PLATES 1 EACH SIDE 16, N 3'-0" 1 EACH SIDE o 5'-0" S4 1z1,/8,I 4 12 4 3:2 S/16.. (V 1S/16„ 0 18.0° 12 Q5 12 Q5 22.5° 22.5° 6'-0" "' `\1 � 10'-0" LO 6-0" 10'-0" N (p co 3X4 20 GA PLATES N `- 3X4 20 PLATES 1 EACH SIDE `� Lc�i 1 EACH SIDE - 6'-0�� s'3 _ 3X4 20 GA PLATES M 4-0 � °O 1 EACH SIDE 6 4:2 1/2„ 12 r 4'-0' , 4.3 Q 4 1S/16„ 4 12 P 5 Moo 00 ° 90 ° 3X6 20 GA 22.5° ivif I PLATES ln4 � 1 EACH SIDE ,_ �� 8 -0 „ I' N N 6'-0" � CD PLATES 04 1 EACH SIDE04 12'-0" 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/TP1 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. IREP MEMBER INCREASE: YES - LUMBER D.O.L.: 1.25 WIND: ASCE 7-16, 155 mph, Exposure C, D.O.L.=1.60 IPLATES ARE MANUFACTURED BY EAGLE METAL PRODUCTS, ICC-ES #ESR-1082. U SPAN 8' SPAN 10' SPAN 12' SPAN REACTIONS: REACTIONS: REACTIONS: REACTIONS: MAX. VERTICAL: 180 LBS. MAX. VERTICAL: 240 LBS. MAX. VERTICAL: 300 LBS. MAX. VERTICAL: 405 LBS. MAX. UPLIFT: -150 LBS. - MAX. UPLIFT: -195 LBS. MAX. UPLIFT: -250 LBS. MAX. UPLIFT: -290 LBS. NOTE: NOTE: NOTE: NOTE: TRUSS MAY BE USED ON BUILDING LENGTHS UP TO 12FT UNLESS CEILING JOIST OR OTHER TRUSS MAY BE USED ON BUILDING LENGTHS TRUSS MAY BE USED ON BUILDING LENGTHS TRUSS MAY BE USED ON BUILDING LENGTHS TENSION TIE IS PROVIDED. UP TO 14FT UNLESS CEILING JOIST OR OTHER UP TO 16FT UNLESS CEILING JOIST OR OTHER UP TO 20FT UNLESS CEILING JOIST OR OTHER TENSION TIE IS PROVIDED. TENSION TIE IS PROVIDED. - TENSION TIE IS PROVIDED. ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING THIS TRUSS ARE TO DO SO IN ACCORDANCE TO THE RECOMMENDATIONS OF THE LATEST VERSION OF THE BCSI. TUFF SHED Storage Buildings & Garages UFF SHED, MFG. FACILITIES nbt Order #. Customer: Site Address: P.O. # Drawn By: PK Date: 12/6/16 Checked By: Building SIZe.WIDTH-LENGTH -HEIGHT -SD. FT. AREA Date: Scale: N.T.S. THESE DRAWINGS AND THE DESIGN ARE THE PROPERTY OF TUFF SHED, INC. THESE DRAWINGS ARE FOR A BUILDING TO BE SUPPLIED AND BUILT BY TUFF SHED. ANY OTHER USE IS FORBIDDEN BY BOTH TUFF SHED AND THE ENGINEER OF RECORD. TUFF SHED, INC. TITLE ENGINEERING DEPARTMENT RICHARD J. WILLS, P.E. RWILLS@TUFFSHED.COM 1777 S. HARRISON STREET DENVER, COLORADO 80210 (303) 753-8833 EXT. 96315 TRUSS DETAILS FBC, 7th EDITION (2020) 155C DRAWING NO. FL-PPTR-TR800-01 REV.' LEVEL 01 SHEET A PAGE 4 OF 4 MAXIMUM DEFLECTI VERT LL: 0.66 in. VERT TL: 0.08 in. , N 6835 STATE OF ////////ONAI I11\\\\\\� 14 FEB 2022