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1275 BEGONIA ST - SHED DRAWINGSNOTES: UNINHABITED UTILITY SHED UP TO 12' WIDE X UP TO 24' LONG 1. BUILDING CODE: FLORIDA BUILDING CODE, 5th EDITION (2014) LEAN-TO O BUILDINGS ARE NOT FOR HIGH -VELOCITY HURRICANE ZONES (HVHZ) PROVIDE 2X BLOCKING BTWN. TRUSSES. 2. DESIGN LOADING: TOENAIL WITH (4) 16d NAILS. TYP BOTH SIDES. WIND SPEED (T1609.3.1): Vult = 155 RAFTERS TO BE SPF #2 OR BETTER PER SCHEDULE Vasd = 120 12 EXPOSURE: C FLORIDA APPROVED OWENS CORNING --, 2 ROOF LIVE LOAD: 20 PSF OAKRIDGE 30 YEAR SHINGLES - FL10674-R12 ROOF DEAD LOAD: 10 PSF -OR- FLOOR LIVE LOAD: -MIN. 50 PSF (SEE NOTE 5, DETAIL 1, SHEE 3) FLORIDA APPROVED THOMPSON IMP7 A OR I ANCE FACTOR: (1w): 1_0 RCHITECTURAL METALS CO. RISK CATEGORY: I X _ METAL ROOFING - FL5218.1-R2 COMPONENT AND CLADDING: ROOF: 31 PSF (ZONE 1) RAFTERS @ 24" O.C. a C7 DOUBLE TOP JOISTS S jJ2X4 WIND PRESSURE (psD (ASD VALUES) 66 PSF (ZONE 23) _� -� g _ (D _ PLATES X _ BASED ON 10 SQ FT ( ) WALL: 36 PSF (ZONE 4) 2X4 SPF #2 10' 2X6 SPF #2 2X6 SPF #2 ¢ �w C7 45 PSF (ZONE 5) co `� Q _ _ INTERNAL WIND PRESSURE COEFFICIENT: +0.18 °' 00 (ENCLOSED BUILDING) -0.18 ifl FLORIDA BUILDING APPROVAL NUMBERS-- SEE SHEET 3 FOR STEEL FLOOR WITH 1: WINDOWS BY TAFCO CORP FLORID ANCHOR DETAIL OR FOUNDATION DETAIL KING STUD TRIMMER STUD REFER TO THE DOOR HEADERS FOR: DETAIL SHEET FOR THE OPENINGS UP TO 6'-0" USE DOOR DESIGN & (22x4 SPF #2 A BUILDING APPROVALWALL FRAMING TO BE 2x4 LIMITATIONS. O ENINGS 6'-1" TO 10'-0" USE #FL20743.1. SPF #2 OR BETTER @ 16" O.C. (2) 2x6 SPF #2 2. LP SMARTSIDE SIDING - FLORIDA BUILDING APPROVAL #FL9 90.6-R4. IF BUILDING IS LOCATED ADER DETAIL FOR #FL10674.1-R12. 3. SHINGLES BY OWENS CORNING - FLORIDA BUILDING APPROVALL UP TO 12'-0" WIDE IN B FLOOD ZONE THEN COMMUNITY DEVEL HED WALL 4. ROOF UNDFLOOD VENTS AND PRESSURE some: N.T.S.`ERLAYMENT BY WOODLAND INDUSTRIES INC. - - TREATED STUDS ARE REQUIRED FLORIDA BUILDING APPROVAL #FL17206.2-R3. O BUILDING SECTION APPROVELJ 5. THOMPSON ARCHITECTURAL METALS CO. METAL ROOFING 1 SCALE: N.T.S.- ONE SQ INCH VENT . FLORIDA BUILDING APPROVAL #FL521$.1-R2. FOR EVERY ONESQ FT OF BUILDING 6. INNOVATIONS MANUFACTURING, INC. TRANSOM WINDOWS - DOUBLE TOP PLATE DOUBLE TOP PLATE FLORIDA BUILDING APPROVAL #FL17667.1. 1/2" PLYWOOD SPACER DOUBLE TOP PLATE 7. FLOOD SOLUTIONS, LLC FLOOD VENTS (IF REQ'D} 1/2" PLYWOOD SPACER 1!2" PLYWOOD SPACER FLORIDA BUILDING APPROVAL #FL17588.1. TOE NAIL WITH (3) 18d NAILS, (2) ONE HEADER NAILING: SIDE, (1) OTHER ' CRIPPLES (IF REQ:) CRIPPLES (IF REQ.) HEADERS FOR HEADER TO STUD. - SIDE. HEADERS FOR SEE 4-16d END NAIL RAFTER HEADERS FOR - OPENINGS UP TO 4'-0" USE (2) 2x4 SPF #2 OPENINGS UP TO 3'-0 OPENINGS UP TO 4'-0" DETAIL - OPENINGS 4'-1" TO 6'-0" USE (2) 2x6 SPF #2 DOUBLED HEADER USE (2 2x4 SPF #2 OR SEE DETAIL - 16d @ 16" USE (2)2x4 SPF #2 OPENINGS 4'-1" TO 6'-0 KING STAGGERED FACE NAIL USE, (2) 2x6 SPF #2 2x4 WINDOW SILL OPENINGS 6'-1" TO 8'-0" STUD TRIMMER NAILING: SIMPSON H1 USE (2) 2x8 SPF #2 2x4 TOP OR USP RT15 TRIMMERS KINGS D PLATE FOR 6' WIDE TRIMMER BASE PLATE 2x4 SPF #2 REFER TO SHEET 2 SIMPSON H2.5A FLOOR DECKING FOR WALL AND ROOF OR USP RT7A BASE PLATE SHEATHING NAILING. FOR 8'-12' WIDE BASE PLATE FLOOR DECKING 2x6 SPF #2 KING STUD FLOOR DECKING MAX WALL HEIGHT FOR WALL TOP PLATES EACH SHED: SIDING FOR WINDOW OPENINGS UP TO T-0" FOR OPENINGS UP TO 8'-0" ON FOR OPENINGS UP TO LT - 6'-41 /2" (76 1/2') ON SIDE WALLS SIDE WALLS 6'-0" ON SIDE WALLS LOW WALL sruDs WINDOW HEADER DETAIL DOOR HEADER DETA L O DOOR HEADER DET 3 RAFTER TO WALL @FOR WALLS TALL SIDE W L SIDE WALLS 4g AIL FOR O CO 4C O NNECTION DETAIL sCAtf N.T.S SCALE: N.T.S. SIDE WALLS (SHORT SIDE T.S. i®` ` i, SCALE. N.T.S. WALL) Order #. PO # THESE DRAWINGS AND THE TUFF DESIGN ARE THE PROPERTY TUFF SHED, INC. L s �C��TITLEDRAWING NO. SHED Customer: Drawn By: SJ OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT � �_ DRAWINGS ARE FOR FL -PLT -01 Storage BU11C�irigS & Garages Dater 112/15 BUILDING TO BE SUPPLIED = 0 76835 = BUILDING SECTIONS Site Address: RICHARD J. WILLS, P.E._. TUFF SHED, MFG. FACILITIES AND BUILT BY TUFF SHED. — HEADER FRAMING DETAILS REV. LEVEL 01 Checked By: ANY OTHER USE IS Date: FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET rar of SHEET Building SIZP.:wIDTH-LENGTH _HEIGHT -SQ FT.AREA SHED AND THE ENGINEER OF DENVER, COLORADO 80210 �l� �.t>'�•. O FBC, STH EDITION (2014) LM RECORD (303) 753-8833 EXT. 5618 isy FESS' •'�Z �' 1 Scale: N.T.S. 155C SHEET 1 OF 3 RAFTERS @ 24" O.C. TERS @ " O.C. RAFTERS @ 12" O.C. SPAN JOISTS S jJ2X4 JOISTS 6' 2X4 SPF #2 PF #2 2X4 SPF #2 8' 2X6 SPF #2 2X6 SPF #2 2X4 SPF #2 10' 2X6 SPF #2 2X6 SPF #2 2X6 SPF #2 12' 2X8 SPF #2 2X8 SPF #2 2X6 SPF #2 KING STUD TRIMMER STUD REFER TO THE DOOR HEADERS FOR: DETAIL SHEET FOR THE OPENINGS UP TO 6'-0" USE DOOR DESIGN & (22x4 SPF #2 A BUILDING APPROVALWALL FRAMING TO BE 2x4 LIMITATIONS. O ENINGS 6'-1" TO 10'-0" USE #FL20743.1. SPF #2 OR BETTER @ 16" O.C. (2) 2x6 SPF #2 2. LP SMARTSIDE SIDING - FLORIDA BUILDING APPROVAL #FL9 90.6-R4. IF BUILDING IS LOCATED ADER DETAIL FOR #FL10674.1-R12. 3. SHINGLES BY OWENS CORNING - FLORIDA BUILDING APPROVALL UP TO 12'-0" WIDE IN B FLOOD ZONE THEN COMMUNITY DEVEL HED WALL 4. ROOF UNDFLOOD VENTS AND PRESSURE some: N.T.S.`ERLAYMENT BY WOODLAND INDUSTRIES INC. - - TREATED STUDS ARE REQUIRED FLORIDA BUILDING APPROVAL #FL17206.2-R3. O BUILDING SECTION APPROVELJ 5. THOMPSON ARCHITECTURAL METALS CO. METAL ROOFING 1 SCALE: N.T.S.- ONE SQ INCH VENT . FLORIDA BUILDING APPROVAL #FL521$.1-R2. FOR EVERY ONESQ FT OF BUILDING 6. INNOVATIONS MANUFACTURING, INC. TRANSOM WINDOWS - DOUBLE TOP PLATE DOUBLE TOP PLATE FLORIDA BUILDING APPROVAL #FL17667.1. 1/2" PLYWOOD SPACER DOUBLE TOP PLATE 7. FLOOD SOLUTIONS, LLC FLOOD VENTS (IF REQ'D} 1/2" PLYWOOD SPACER 1!2" PLYWOOD SPACER FLORIDA BUILDING APPROVAL #FL17588.1. TOE NAIL WITH (3) 18d NAILS, (2) ONE HEADER NAILING: SIDE, (1) OTHER ' CRIPPLES (IF REQ:) CRIPPLES (IF REQ.) HEADERS FOR HEADER TO STUD. - SIDE. HEADERS FOR SEE 4-16d END NAIL RAFTER HEADERS FOR - OPENINGS UP TO 4'-0" USE (2) 2x4 SPF #2 OPENINGS UP TO 3'-0 OPENINGS UP TO 4'-0" DETAIL - OPENINGS 4'-1" TO 6'-0" USE (2) 2x6 SPF #2 DOUBLED HEADER USE (2 2x4 SPF #2 OR SEE DETAIL - 16d @ 16" USE (2)2x4 SPF #2 OPENINGS 4'-1" TO 6'-0 KING STAGGERED FACE NAIL USE, (2) 2x6 SPF #2 2x4 WINDOW SILL OPENINGS 6'-1" TO 8'-0" STUD TRIMMER NAILING: SIMPSON H1 USE (2) 2x8 SPF #2 2x4 TOP OR USP RT15 TRIMMERS KINGS D PLATE FOR 6' WIDE TRIMMER BASE PLATE 2x4 SPF #2 REFER TO SHEET 2 SIMPSON H2.5A FLOOR DECKING FOR WALL AND ROOF OR USP RT7A BASE PLATE SHEATHING NAILING. FOR 8'-12' WIDE BASE PLATE FLOOR DECKING 2x6 SPF #2 KING STUD FLOOR DECKING MAX WALL HEIGHT FOR WALL TOP PLATES EACH SHED: SIDING FOR WINDOW OPENINGS UP TO T-0" FOR OPENINGS UP TO 8'-0" ON FOR OPENINGS UP TO LT - 6'-41 /2" (76 1/2') ON SIDE WALLS SIDE WALLS 6'-0" ON SIDE WALLS LOW WALL sruDs WINDOW HEADER DETAIL DOOR HEADER DETA L O DOOR HEADER DET 3 RAFTER TO WALL @FOR WALLS TALL SIDE W L SIDE WALLS 4g AIL FOR O CO 4C O NNECTION DETAIL sCAtf N.T.S SCALE: N.T.S. SIDE WALLS (SHORT SIDE T.S. i®` ` i, SCALE. N.T.S. WALL) Order #. PO # THESE DRAWINGS AND THE TUFF DESIGN ARE THE PROPERTY TUFF SHED, INC. L s �C��TITLEDRAWING NO. SHED Customer: Drawn By: SJ OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT � �_ DRAWINGS ARE FOR FL -PLT -01 Storage BU11C�irigS & Garages Dater 112/15 BUILDING TO BE SUPPLIED = 0 76835 = BUILDING SECTIONS Site Address: RICHARD J. WILLS, P.E._. TUFF SHED, MFG. FACILITIES AND BUILT BY TUFF SHED. — HEADER FRAMING DETAILS REV. LEVEL 01 Checked By: ANY OTHER USE IS Date: FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET rar of SHEET Building SIZP.:wIDTH-LENGTH _HEIGHT -SQ FT.AREA SHED AND THE ENGINEER OF DENVER, COLORADO 80210 �l� �.t>'�•. O FBC, STH EDITION (2014) LM RECORD (303) 753-8833 EXT. 5618 isy FESS' •'�Z �' 1 Scale: N.T.S. 155C SHEET 1 OF 3 DOOR HANDLE AND STRIKE 3/8 SMART SIDE NAILING REQUIREMENTS USE THESE > NAILING TABLES FOR THE LEAN-TO DRAWINGS SIDE WALL EDGE NAILING REQUIREMENTS END WALL EDGE NAILING REQUIREMENTS MARK NO OPENINGS ALONG THE WALL 4' 8' MAX. 8d NAILS @ 6" O.C. MARK 5' 6' 6-20' 8d NAILS @ 6" O.C. 0' 6'-20' SCALE: N.T.S. WALLS END SIDE 8' 8'-24' 8d NAILS @ 6" O.C. COMB. MIN TOTAL WALLS END SIDE UP TO 12' MAX. MIN TOTAL BEING WALL WALL #8 x 2" SQUARE DRIVE WOOD OPENING COMBINED BEING WALL WALL 8d NAILS @ 6" O.C. COMB. COMBINED USED WIDTH LENGTH EDGE NAILING (NOTE 2) SHEAR WALL USED WIDTH LENGTH EDGE NAILING OPENING SHEAR WALL SINGLE DOOR ASSEMBLY 6-20' INSTALL DOOR HANDLE PER NO OPENINGS ALONG THE WALL 4' 8' TOP VIEW 8d NAILS @ 6" O.C. MANUFACTURER'S 5' 6' 6-20' 8d NAILS @ 6" O.C. 0' 6'-20' SCALE: N.T.S. 6' INSTRUCTIONS. USE #8 x 2-114" SQUARE DRIVE WOOD SCREWS. 12'-24' 8' 8'-24' 8d NAILS @ 6" O.C. 0' 8'-24' BOLT LATCH ON FIXED DOOR FOR DOUBLE: DOOR 12'®24' ATTACH STRIKE PLATE WITH (3) UP TO 12' 10' 10'-24' 8d NAILS @ 6" O.C. 0' 10'-24' 8' 8' #8 x 2" SQUARE DRIVE WOOD 8d NAILS @ 3" O.C. 12' 12'-24' 8d NAILS @ 6" O.C. 0' 12'-24' ATTACH (1) BOLT LATCH AT THE TOP AND 8d NAILS @ 6" O.C. SCREWS. 10' 10' 20'-24' 8d NAILS @ 4" O.C. C1) BOLT LATCH AT THE BOTTOM OF THE 10' 12' ■ MIN 2'-6" RTN WALLS ON EACH END OF WALL- ■MIN 2'-6" WALL SEGMENT ED DOOR. ATTACH EACH BOLT LATCH ASSEMBLY WITH (4) #8 x 2-1/4" SQUARE DRIVE WOOD SCREWS. 0 6' 6-20' 8d NAILS a 6" O.C. UP TO 12' 4' 8' 8'-24' 8d NAILS @ 6" O.C. UP TO 12' 5' 10' 10'-24' 8d NAILS @ 6" O.C. UP TO 12' 6' 12' 12'-24' 8d NAILS @ 6" O.C. UP TO 12' 7' 12' 12'®24' 8d NAILS @ 4" O.C. UP TO 12' 5' I M C 1! EXTERIOR - •- POO- SHEATHING �. DOUBLE i••' . • 3/8" SMARTSIDE - I® • • BACKER ROOF SHEATHING (7/1$" OSB) 6'-9' WIDTH LENGTH FIELD NAILING EDGE NAILING 6' 6'-18' 8d NAILS @ 4" O.C. 8d NAILS @ 4" O.C. 8' 8'-24' ` 8d NAILS @ 4" O.C. 8d NAILS @ 4" O.C. 10' 10'-24' 8d NAILS @ 4" O.C. 8d NAILS @ 4" O.C. 12' 12'-24' 8d NAILS @ 4" O.C. 8d NAILS @ 4" O.C. 7/16" OSB OR 7/16 OSB WITH NOTES: BOLT IATCH ON FIXED FOIL BACKER 1. USE 8d COMMON OR GALVANIZED BOX NAILS. DOOR FOR DOUBLE DOOR WHEN THE FIXED DOOR IS CLOSED AND BOTH BOLT LATCHES ARE ENGAGED, THE TOP BOLT LATCH WILL REST AGAINST THE INSIDE EDGE OF THE HEADER, AND THE BOTTOM BOLT WILL REST INA . PRE -DRILLED HOLE IN THE HINGE ATTACHMENT ((3MUFF SHED HINGES hDOOR/DOOR • PANEL, FILL EVERY HOLE IN HINGE WITH A • • #8 x 2-1/4" SQUARE DRIVE WOOD SCREW. DOOR THRESHOLD TABLE NOTES: DOUBLE DOOR ASSEMBLY HINGE ASSEMBLE(1. NAILING IS FOR 3/8" SMARTSIDE PANEL OR 3/8- SMARTSIDE WITH FOIL BACKER. O SIDE VIEW C3)FRONT VIEW 2. NO SINGLE OPENING GREATER THAN 8'-0" 3. ` 6' WIDE X 6'-9' LENGTH BUILDINGS ARE BASED ON 3 -SIDED DIAPHRAGM. SCALE: N.T.S. SCALE: N.T.S. THE END WALL OPPOSITE OF THE OPENING MUST BE FULLY SHEATHED, IN THE DOORS: 3 -SIDED DIAPHRAGM CASES. THE END WALL WITH THE OPENING DOES NOT HAVE A MIN. RETURN WALL ON EACH SIDE OF THE OPENING. STANDARD DOOR CONSTRUCTION FOR TUFF SHED DOORS 4. USE COMMON NAILS OR GALVANIZED BOX NAILS. UP TO 47" x 80 1/4" ON SINGLE HUNG DOORS AND 96" x 8 1/4" 5. FIELD NAILING FOR 3/8" SMARTSIDE: 8d @ 12" O.C: ON DOUBLE DOORS EXCEED ALL LOAD REQUIREMENTS FOR 6. ON THESE BUILDNGS 6'X 10'-20' THE T DOOR IN THE END WALL WILL NEED TO BE -0 F THE LOAD CRITERIA ON SHEET 1. SET. THERE WILL BEA 2'-6" PANEL ON ONE SIDE AND A 6" PANEL ON THE OTHER SIDE'O 1 THE DOOR. � j \ / e T i 7_ BS -DESIGNATES WALLS THAT NEED O BE SHEATHED ON BOTH SIDES. Order 4, PO # THESE DRAWINGS AND THE ` ! TITLE DRAWING NO. DESIGN ARE THE PROPERTY TUFF SHED, INC. ` ": FF SHED Customer: Drawn By S.7 OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT _ 76835 FL -PLT -01 DRAWINGS ARE FOR = • , DOOR DETAILS eSS Stora e Buildin BL Gara Date: 1/2/15 BUILDING TO BE SUPPLIED RICHARD J. WILLS, P.E. � N RE UIREMENTS REV. LEVEL 01 g g g Site Address. AND BUILT BY TUFF SHED. NAIL) G Q TUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE is1777 S. HARRISON STREET©'•., `A E OF . =. SHEET FORBIDDEN BY BOTH TUFF > ` t3 t v FBC 5TH EDITION (2014 ) 2 Building SizecWOTN-LENCT-iiEGIiT-SQ.FT.AREA Date: SHED AND THE ENGINEER OF DENVER, COLORADO 80210 ,>�,,�i •_ :•E�} Y4 9 RECORD (303) 753-8833 EXT: 5618 //!®1 NAL. & 155C 1 qt SHEET 2 OF 3 Scale. N.T.S. �dBgIIIIli1E NO OPENINGS ALONG THE WALL 6'-9' 8d NAILS @ 4" O.C. (BS) 6' 6-10' 8d NAILS @ 6" O.C. 0' 6' 6' 12'-16' 8d NAILS @ 4" O.C. 0' 6' 6' 18'-20' 8d NAILS @ 3" O.C. 0' 6' 8' 8'-14' 8d NAILS @ 6" O.C. 0' 8' 8' 16-20' 8d NAILS @ 4" O.C. 0' 8' 8' 22'-24' 8d NAILS @ 3" O.C. 0' 8' 10' 10'-18' 8d NAILS @ 6" O.C. 0' 10' 10' 20'-24' 8d NAILS @ 4" O.C. 0' 10' 12' 12'-20' 8d NAILS @ 6" O.C. 0' 12' 12' 1 22'-24' 18d NAILS @ 4" O.C. 0' 12' ■ MIN 2'-6" RTN WALLS ON EACH END OF WALL- ■ MIN 2'-6" WALL SEGMENT 6' 6'-9' 8d NAILS @ 4" O.C. (BS) 3' SEE NOTE 3 6' 10'-12' 8d NAILS@ 4- O.C. (BS)' 3' 2'6" RE: NOTE 6' 14'-16' 8d NAILS @ 3" O.C. (BS) : 3' 2'6" RE' NOTE 8' 8' 8d NAILS @ 6" O.C. 3' 5' 8' 10'-12' 8d NAILS 4" O.C. 3' 5' 8' 14'-16' 8d NAILS 0 3" O.C. 3' 5' 8' 8'-10' 8d NAILS @ 4" O.C. 4' 4' 8' 12'-14' 8d NAILS @ 3" O.C. 4' 4' 10' 10'-12' 8d NAILS 6" O.C. 3' 7' 10' 14'-18' 8d NAILS @ 4" O.C. 3' 7' 10' 20'-24' 8d NAILS @ 3" O.C. 3' 7' 10' 10' 8d NAILS @ 6" O.C. 4' 6' 10' 12'-16' 8d NAILS @ 4" O.C. 4' 6' 10' 18'-20' 8d NAILS @ 3" O.C. 4' 6' 10' 10' 8d NAILS @ 4" O.C. 6' 4' 10' 12'-14' 8d NAILS @ 3" O.C. 6' 4' 12' 12'-14' 8d NAILS 6" O.C. 4' 8' 12' 16'720' 4' 8' 12' 1 22'-24' 4' 8' 12' 1 12'-16' 8d NAILS @ 4" O.C. 6' 6' 12' 1 18'-20' 6d NAIL 6' 6 12' 12'-14' 8d NAILS 3" O.C. 8' 4' #12-14 X 3" HEX HEAD , TRIM , 1. STEEL SHED FOUNDATION: AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES SELF -DRILLING SCREWS SIDING 00T125-054 - 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) GALVANIZED AUGER T&G FLOOR DECKING. 24" O.C./—ATTACH BRACKET TO OT17SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTS (SUPPLIER: ALLIED STUDCO (JOIST: 60OS137-054 /TRACK: STUD THRU HOLE IN REPORT NO. LO-FJ90129-A 2X6 STEEL JOISTS 00T125-054) ICC ER -4943P. ANCHOR PLATE WITH -OR- 2. /4" APA OR TECO RATED TONGUE AND GROOVE FLOOR @ 24" OC 3/8"0 x 4" CARRIAGE OT24SWBSIDEWALL BRACKET FOR USE WITH THRU: BOLTS ' z #10 X 3/4" PAN' ' DECKING. 24" MAX PANEL SPAN. STAGGER PANEL LAYOUT. BOLT AND LOCKNUT REPORT NO. LO-FJ90129-B HEAD SELF -DRILLING �® .' ' - • WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS 3. FASTEN FLOOR DECKING TO JOIST &TRACKS .USING � CORNER STUD SCREWS (2 PER TAB) $ x 1-5/8" ZINC PLATED SCREWS @ 12" O.C. WITH THE MAXIMUM LOAD OF 5,080 LBS VENT `HOLES @24 OC. O BLOCKING REQUIRED. ALL EDGES SHALL LIE ON FLOOR OISTS STAGGER PANEL LAYOUT PER APA CONDITION 1 OPTIONAL LEVELING BLOCKS 4. FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO JOISTS WIDTH WIDTH LENGTH 2X6 STEEL TRACK EACH END R TRACKS WITH #12-14 X 3" GALVANIZED SELF -DRILLING STUD v ��\�� ��2Kw 6'-18' 4 ANCHORS 'CREWS. REFERENCE SPACING CHART. 8'-24' 4 ANCHORS 10' BASE PLATE SCREW SPACING i 5. LLOWABLE FLOOR LIVE LOAD: 75 PSF FOR STEEL JOISTS 4 ANCHORS 12' 12'-24' WIDTH SPACING ONTINUOUSLY SUPPORTED. 50 PSF FOR JOISTS ON BLOCKS 22'-24' 10 10' 6'-12' 8" O.C. kS SHOWN. q STUD 10' 18'-24' AUGER ANCHORS WIDTH WIDTH LENGTH # OF ANCHORS 6' 6'-18' 4 ANCHORS 8' 8'-24' 4 ANCHORS 10' 10'-24' 4 ANCHORS 12' 12'-24' 4 ANCHORS 6. JSE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL " SIDING 4 -ANCHORS PROVIDE (1) AT; EA. WILDING: CORNER OF THE BUILDING. SUGGESTED SIZES: 2" x 8"x 16", 4"x 8"x 16", OR 8" x 8"x 16". STEEL SHED BASE DETAIL LOCKS UNDER JOISTS SPACED 8'-0" O.C. MAXIMUM. END WALL TRIM O1 LOCKS UNDER TRACK SPACED @ 4'-0" O.C. MAXIMUM. SCALE: N.T.S. ANCHOR BRACKET TO BE FLUSH WITH 2 AUGER ANCHOR DETAIL EDGE OF TRIM SCALE: N.T.S. SIDING UNHEATED SPACE STUD TRIM 3/8" NYLON 3/8" CARRIAGE LOCK NUT BOLT (GRADE 2) (f z BASEPLATE FLOOR PLY OT17SWB �r -OR- OT24SWB 6" o KWIK BOLT ANCHORS (INTO CONCRETE) RE: DETAIL 3 SHEET 3 WIDTH LENGTH QTY 6' 6'-10' 6 6' 12'-18' 8 8' 8'-14' 6 8' 16'-20' 8 8' 22'-24' 10 10' 10'-18' 6 10' 18'-24' 8 12' 12'-18' 6 12' 20'-24' 8 Z 6. SEISMIC DESIGN CATEGORY: B B 112" HILTI KWIK BOLT TZ NOTES: 00 — / / ° �// // / / `\\�\ � A. .ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING i < STAINLESS STEEL 304 1. ANCHORS TO BE KWIK BOLT TZ, 304 SS �� SLAB 1/2" DIA X 7" LONG SIMPSON TITEN ANCHOR WITH WASHERS.B. EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST S" INTO THE EMBEDMENT DEPTH = 2 1/4" STEE SHEDPROVIDE REINFORCEM NT CONCRETE AND SHALL BE SPACED NOT MORE THAN 6' OC. R VIDE 1 ANCHOR AT EA. CORNER �. 2. P O MIN. EDGE DISTANCE = 6 BASE OF THE BUILDING. THE REMAINING - _ a 3 CLR. PER NOTES B LOW C. THERE SHALL BE A MINIMUM OF z BOLTS PER soLEPLArEPIECE ANCHORS EQUALLY SPACED ALONG THE _ WITH 1 BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN 7 BOLT ANCHOR SPACING: RE: KWIK 4" CONCR 'TE m TYP. DIAMETERS FROM EACH END OF EACH PIECE. BOLT ANCHORS TABLE, SHEET 3 PAD (MIN) LENGTH OF THE BUILDING. (1/2 THE 8 TH KEN S B REMAINING ANCHORS ON EA. LENGTH SIDE EQUALLY SPACED). MIN. 3 SIDEWALL BRACKET DETAIL 4 CONCRETE FOUNDATION DET 1 to t SCALE:. N.TS... .SCALE: N.TS. THESE DRAWINGS AND THE TITLE DRAWING NO. \\ !; .0 �/ Order #. PO # DESIGN ARE THE PROPERTY TUFF SHED, INC. . , s F .� TUFF SHEDCustomer: Drawn $y: SJ of TUFF SHED, INC. THESE ENGINEERING DEPARTMENT FL -PLT -01 DRAWINGS ARE FOR 76835 DETAILS Date: 1/2/15 BUILDING TO BE SUPPLIED RICHARD J. WILLS P.E. ' Storage Buildings 8L Garages Site Address: AND BUILT BY TUFF SHED. REV. LEVEL 01 Checked By: FORBIDDER USE IS 1777 S. HARRISON STREET '9 sTA E OF FBC, 5TH EDITION (2014) SHEET FORBIDDEN BY BOTH TUFF i �',. . Q �n " 3 Building Size:wioTH-LENGTH-HEIGHT -so.FT. AREA Date: SHED AND THE ENGINEER OF DENVER, COLORADO 80210 %eC t o IDPH' Y Scale: N.T.S. RECORD (303) 753-8833 EXT. 5618 �,dfio�sSfONAL E'�� \ 1 155C SHEET 3 OF 3 iltl ANCHOR BOLT & CONTINUOUS FOOTING NOTES P.T. SILL PLATE 1. TOP OFSLABTO BE 6" MIN. ABOVE GRADE. SLAB REINFORCEMENT SHALL PER NOTES BELOW BE WWF 6X6 W1.4xW1.4 . LOCATE AT MID -DEPTH OF SLAB. OR SLAB REINFORCEMENT SHALL BE FIBERMESH 150 OR BLENDED #4 CONTINUOUS FIBERMESH150.-FIBERMESH SHOULD BE DISPERSED UNIFORMLY TOP & BOTTOM THROUGH CONCRETE W/ MIN. 1 POUND PER CUBIC YARD OF CONCRETE. 13 2r(7. ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE AND REINFORCING U >- FINISH CONCRETE FLOOR BEFORE POURING CONCRETE: - F_ <`� GRADE 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, Pc= 2500 PSI. _ Z _ _ ___ ___ Q° °� ' 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. Z 6. SEISMIC DESIGN CATEGORY: B B 112" HILTI KWIK BOLT TZ NOTES: 00 — / / ° �// // / / `\\�\ � A. .ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING i < STAINLESS STEEL 304 1. ANCHORS TO BE KWIK BOLT TZ, 304 SS �� SLAB 1/2" DIA X 7" LONG SIMPSON TITEN ANCHOR WITH WASHERS.B. EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST S" INTO THE EMBEDMENT DEPTH = 2 1/4" STEE SHEDPROVIDE REINFORCEM NT CONCRETE AND SHALL BE SPACED NOT MORE THAN 6' OC. R VIDE 1 ANCHOR AT EA. CORNER �. 2. P O MIN. EDGE DISTANCE = 6 BASE OF THE BUILDING. THE REMAINING - _ a 3 CLR. PER NOTES B LOW C. THERE SHALL BE A MINIMUM OF z BOLTS PER soLEPLArEPIECE ANCHORS EQUALLY SPACED ALONG THE _ WITH 1 BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN 7 BOLT ANCHOR SPACING: RE: KWIK 4" CONCR 'TE m TYP. DIAMETERS FROM EACH END OF EACH PIECE. BOLT ANCHORS TABLE, SHEET 3 PAD (MIN) LENGTH OF THE BUILDING. (1/2 THE 8 TH KEN S B REMAINING ANCHORS ON EA. LENGTH SIDE EQUALLY SPACED). MIN. 3 SIDEWALL BRACKET DETAIL 4 CONCRETE FOUNDATION DET 1 to t SCALE:. N.TS... .SCALE: N.TS. THESE DRAWINGS AND THE TITLE DRAWING NO. \\ !; .0 �/ Order #. PO # DESIGN ARE THE PROPERTY TUFF SHED, INC. . , s F .� TUFF SHEDCustomer: Drawn $y: SJ of TUFF SHED, INC. THESE ENGINEERING DEPARTMENT FL -PLT -01 DRAWINGS ARE FOR 76835 DETAILS Date: 1/2/15 BUILDING TO BE SUPPLIED RICHARD J. WILLS P.E. ' Storage Buildings 8L Garages Site Address: AND BUILT BY TUFF SHED. REV. LEVEL 01 Checked By: FORBIDDER USE IS 1777 S. HARRISON STREET '9 sTA E OF FBC, 5TH EDITION (2014) SHEET FORBIDDEN BY BOTH TUFF i �',. . Q �n " 3 Building Size:wioTH-LENGTH-HEIGHT -so.FT. AREA Date: SHED AND THE ENGINEER OF DENVER, COLORADO 80210 %eC t o IDPH' Y Scale: N.T.S. RECORD (303) 753-8833 EXT. 5618 �,dfio�sSfONAL E'�� \ 1 155C SHEET 3 OF 3 iltl