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HomeMy WebLinkAboutTuff Shed SpecificationsNOTES: 1. BUILDING CODE: FLORIDA BUILDING CODE, 5th EDITION (2014) 2. DESIGN LOADING: WIND SPEED: V„1t = 165 Vasd = 128 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: 33 PSF (ZONE 1) WIND PRESSURE (pst (ASD VALUES) 57 PSF (ZONE 2) (BASED ON 10 SQ FT) 84 PSF (ZONE 3) WALL: 39 PSF (ZONE 4) 48 PSF (ZONE 5) INTERNAL WIND PRESSURE COEFFICIENT: ±0.18 (ENCLOSED BUILDING) FLORIDA BUILDING APPROVAL NUMBERS-- 1. WINDOWS BY PGT INDUSTRIES, INC - FLORIDA BUILDING APPROVAL #FL242.9, NOA #16.0714.14 2. LP SMARTSIDE SIDING - FLORIDA BUILDING APPROVAL #FL9190.6-R4. 3. SHINGLES BY OWENS CORNING - FLORIDA BUILDING APPROVAL #FL10674.1-R12. 4. ROOF UNDERLAYMENT BY WOODLAND INDUSTRIES INC. - FLORIDA BUILDING,APPROVAL #FL17206.2-R3. 5. THOMPSON ARCHITECTURAL METALS CO. METAL ROOFING - FLORIDA BUILDING APPROVAL #FL5218.1-R2. 6. INNOVATIONS MANUFACTURING, INC. TRANSOM WINDOWS - FLORIDA BUILDING APPROVAL #FL17667.1. 7. FLOOD SOLUTIONS, LLC FLOOD VENTS (IF REQ'D)- FLORIDA BUILDING APPROVAL #FL17588.1.. 8. TUFF SHED, INC DOORS - FLORIDA BUILDING APPROVAL #FL22202.1 AND #FL22202.2 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: SR600 - 5'-8 1 /4" (68 1 /4") TR700 - 6'-8 1 /4" (80 1 /4") PR - 6'-4 1 /2" (76 1 /2") UNINHABITED UTILITY SHED UP TO 12' WIDE x UP TO 24' LONG SR600, TR700, PR OVERHANG OPTIONS w �JJ t Order.#. P.O. # ` TUFF SHEB Customer: Drawn By: PK S orage uil is ngs & arages Date: 8/15/16 Site Address: TUFF SHED, MFG. FACILITIES Checked By: Building $iZe:WIDTH-LENGTH - HEIGHT- SD. Ff. AREA Date: Scale: N.T.S. 9 REFER TO PAGE 4 FOR TRUSS DESIGN, LUMBER SIZE, TRUSS SPACING AND PLATE SIZE /F COLLAR TIE REQUIRED ONLY AT 12' WIDE SHEDS, SEE TRUSS CALCULATIONS 12 FLORIDA APPROVED OWENS RAFTER CORNING OAKRIDGE 30 YEAR 4 SHINGLES - FL10674-R10 -OR- FLORIDA APPROVED THOMPSON ARCHITECTURAL METALS CO. METAL ROOFING - FL5218-R2 SEE THE TRUSS SIMPSON H2.5A PL INSIDE AT EACH I CONNECTION DETAIL - DETAIL 2 WALL TOP SEE SHEET 3 FOR STEEL FLC:OR WITH ANCHOR DETAIL OR FOUNDA, rION DETAIL UP TO 12' WIDE. OBUILDING SECTION SCALE: N.T.S. I DOUBLf1: TOP PLATE CRIPPL':_S (IF REQ.) flfg�__ HEADERS FOR OPENINGS UP TO T-0" USE _{'),2x4 SPF #2 2x4-WIP-'DOW SILL FLOOR DECKING BASE PLATE I-- ... - WALL FRAMING TO BE 2x4 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 '31�� PrIVI EN"IrD FOR � � RKE NOZWE'CnO NWILLjMaUgJETINNH (3) NAILS, (2) ONE ;IDE, (1) OTHER ;IDE CONCEALED FASTENERS ORA1TACMM ENTS T � § DETAIL VN L SCALE: N.T.S. KING STUD CRIPPLE STUD DOUBLE TOP PM'9PLANS AND ALL PROpOSEO CRIPPLES (IF JBJECTToANY CORRE HEADERS FO QU RED BY FIELD INSP OPENINGS 9MCESSARY T USE (2) 2x4 WITH ALL Pull OPENINGS 4'-1" TO 6'-0" LE ODE USE JUD ) 2x6 SPF #2 OPENGS U-1" TO T-6" USE) 2x8 SPF #2 OPENGS 7'-7" TO 8'-0" 11 Al 11 11 H USE2x10 SPF #2 KING TRIMMER STUD BASE Fk4ATE FL&R ECKING FOR WINDOW OPENINGS UP TO T-0" FOR OPENI GS U WINDOW HEADER DETAIL O D( E/ 3 FOR SIDE WALLS 38 FOR SCALE: N.T.S. SCALE: N.T.S. THESE DRAWINGS AND THE TUFF SHED INC. DESIGN ARE THE PROPERTY , OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT BUILDING TO BE SUPPLIED AND BUILT BY TUFF SHED. ANY OTHER USE IS FORBIDDEN BY BOTH TUFF SHED AND THE ENGINEER OF RECORD N TICHARD J. WILLS, P.E. 7 835 -�i 1777 S. HARRISON STREET DEISTVER, COLORADO 80210 TATE F 753-8833 EXT. 5618 �'O • HEADERS FOR: OPENINGS UP TO T-0" USE 2) 2x4 SPF #2 OPENINGS T-1" TO 8'-0" USE (2) 2X6 SPF #2 REFER TO THE DOOR DETAIL (SHEET 2) FOR THE DOOR DESIGN ®HEADER DETAIL FOR END WALLS SCALE: N.T.S. TITLE BUILDING SECTIONS HEADER FRAMING D FBC, 5th EDITION (20 155C DRAWING NO. FL-PR-SR-TR-01 RE A . LEVEL 01 PAGE 1 OF 4 GL S.E BLY r : TO_P..�UIiEUV —1 CALE:pN:T BOLT LATCH ON FIXED DOOR FOR DOUBLE DOOR -- ATTACH (1) LATCH AT THE TOP AND LT POLT LATCH AT THE BOTTOM OF THE EDDDOOR.O ATTACH EACH BOLT LATCH ASSEMBLY WITH (4) #8 x 2-1/4" SQUARE DRIVE WOOD SCREWS. EM� DOOR HANDLE AND STRIKE INSTALL DOOR HANDLE PER MANUFACTURER'S INSTRUCTIONS. USE #8 x 2-1/4" SQUARE DRIVE WOOD SCREWS. ATTACH STRIKE PLATE WITH (3) #8 x 2" SQUARE DRIVE WOOD SCREWS. DOUBLE DOOR ASSEMBLY B TOP VIEW SCALE: N.T.S. BOLT LATCH ON FIXED 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 IN A PRE -DRILLED HOLE IN THE FLOOR DECKING. DOOR THRESHOLD 2 DOUBLE DOOR ASSEMBLY SIDE VIEW SCALE: N.T.S. 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 FCMO:MB,. MIN TOTAL BEING WALL WALL OPENING COMBINED BEING WALL WALL COMBINED USED WIDTH LENGTH EDGE NAILING (NOTE 2) SHEAR WALL USED WIDTH LENGTH EDGE NAILING NG SHEAR WALL NO OPENINGS ALONG THE WALL ■ MIN 2'-0" RTN WALLS ON EACH END OF WALL- ■MIN 2'-0" WALL SEGMENT 6' 6'-24' 8d NAILS 6" O.C. UP TO 12' 4' 8' 8'-24' 8d HALLS_ 6"O C _11P TO 12' 5' 'L__ __ 8' E'-24' --8d I AILS 4_O C. - - - -.UP- TO 2' ._' . 3-. 10. 10'-24' 8d'NAILS @ 6" O.C. UP TO 12' 6' 10' 10'-24' 8d NAILS @ 4" O.C. UP TO 12' 4' 12' 12'-24' 8d NAILS @ 6" O.C. UP TO 12' 7' 12' 12'-24' 8d NAILS @ 4" O.C. UP TO 12' 5' 12' 12'-24' 8d NAILS @ 3" O.C. UP TO 12' 4' 3/8" SMARTSIDE OR 3/8" SMARTSIDE WITH FOIL BACKER INTERIOR DOOR SHEATHING 7/16" OSB OR 7/16" OSB WITH FOIL BACKER HINGE ATTACHMENT (3 TUFF SHED HINGES P R DOOR/DOOR PANEL, FILL EVERY HOLE IN HINGE WITH A #8 x 2-1/4" SQUARE DRIVE WOOD SCREW. 3 HINGE ASSEMBLY FRONT VIEW SCALE: N.T.S. DOORS: STANDARD DOOR CONSTRUCTION FOR TUFF SHED DOORS P TO 48" x 80 1/ JON SINGLE HUNG DOORS AND 96" x 80 1/4" ON DOUBLE DOORS EXCEED ALL LOAD REQUIREMENTS FOR THE LOAD CRITERIA ON SHEET 1. ROOF SHEATHING (7/16" OSB) WIDTH LENGTH FIELD NAILING EDGE NAILING 6' 6'-18' 8d NAILS @ 6" O.C. 8d NAILS @ 4" O.C. j'8'"2W 8d NAILS @_ "`0-C.3d_,NA1L"S a_47afal- i 10, 10'-24' 8d NAILS @ 6" O.C. 8d NAILS @ 4" O.C. 12' 12'-24` 8d NAILS @ 6'" O.C. 8d NAILS @ 4" O.C. NOTES: 1. USE 2 3/8" x 0.113 GALVANIZED RING SHANK NAILS. TART F NOTF_S- 1. NAILING IS FOR 318" SMARTSIDE PANEL OR 3/8" SMARTSIDE WITH FOIL BACKER. 2. NO SINGLE OPENING GREATER THAN 8'-0" 3. *6' WIDE X 6'-9',- *8' WIDE X 8'-12', *10' WIDE X 10'-15' LENGTH BUILDINGS ARE BASED ON 3-SIDED DIAPHRAGM. THE END WALL OPPOSITE OF THE WALL WITH OPENINGS MUST BE FULLY SHEATHED WITH NO OPENINGS. 4. USE COMMON OR GALVANIZED BOX NAILS. 5. FIELD NAILING FOR 3/8" SMARTSIDE: 8d @ 6" O.C. 6. ON THESE BUILDINGS 6' X 10'-18' THE T DOOR IN THE END WALL WILL NEED TO.BE OFFSET. THERE WILL BE A 2' PANEL ON ONE SIDE AND A V PANEL ON THE OTHER SIDE OF THE DOOR. 7. (BS) - DESIGNATES WALLS THAT NEED TO BE SHEATHED ON N / BOTH SIDES. I NO OPENINGS ALONG THE WALL * 6' 6'-8' 8d NAILS @ 4" O.C. SEE NOTE 3 * 6' 9' 8d NAILS @ 3" O.C. SEE NOTE 3 6' 10' 8d NAILS @ 6" O.C. 0' 6' 6' 12'-16' 8d NAILS @ 4" O.C. 0' 6' 6' 18'-22' 8d NAILS @ 3" O.C. 0' 6' 8' 8'-14' 8d NAILS @ 6" O.C. 0' 8' 8' 16'-22' 8d NAILS @ 4" O.C. 0' 8' I 8' 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'-22' 8d NAILS @ 6" O.C. 0' 12' 12' 24' 8d NAILS @ 4" O.C. 0' 12' ■ MIN 2'-0" RTN WALLS ON EACH END OF WALL- ■ MIN 2'-0" WALL SEGMENT *6' 6'-8' 8d NAILS @ 4" O.C. 3' SEE NOTE 3 *6' 91 8d NAILS @ 3" O.C. 3' SEE NOTE 3 6' 10'-12' 8d NAILS @ 3" O.C. (PS) 3' 2' RE: NOTE 6 _ �8' .,8'_-1�0�--- •8djNAILS--4"O�C----� � 3' SEE NOTEa3� *8' 12' 8d NAILS a 3" O.C. 3' SEE-NOTE-3- 8' 8' 8d NAILS 0 6" O.C. 3' 5' 8' 10'-14' 8d NAILS 4" O.C. 3' 5' 8' 16'-18' 8d NAILS & 3" O.C. 3' 5' 8' 8'-10' 8d NAILS @ 4" O.C. 4' 4' 8' 12'-14' 18d NAILS @ 3" O.C. 4' 4' *10, 10'-14' 8d NAILS 4" O.C. 3' SEE NOTE 3 *10, 15' 8d NAILS 3" O.C. 3' SEE NOTE 3 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 0 4" O.C. 4' 6' 10, 18'-22' 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'-22' 8d NAILS @ 4" O.C. 4' 8' 12' 24' 8d NAILS @ 3" O.C. 4' 8' 12' 12'-16' 6' 6' 12' 18'-20' 6' 6' 12' 12'-14' 8' 4' Order #. P.O. # THESE DRAWINGS AND THE \�l` '�z TITLE DRAWING NO. DESIGN ARE THE PROPERTY TUFF SHED, INC. \ G �!I!/L /Z/ TUFF_ SHED_- Customer: Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT•• E •FL-PR-SR-TR-01 _ _ _ _DRAWINGS ARE -FOR -A - . - - - -� - — -- •:-- - - DOOROET_AILS____-- Storage Buildings &Garages Date: 8/15/16 BUILDING TO BE SUPPLIED RICHARD J. WILLS, P.E. = No 7 8835 = REV. LEVEL 01 Site Address: NAILING REQUIREMENTS TUFF SHED, MFG. FACILITIES AND BUILT BY TUFF SHED. _� * ' �j . Checked By: ANY OTHER USE Is = = FBC, 5th EDITION 2(i`I 1777 S. HARRISON STREET FORBIDDEN BY BOTH TUFF � �� �� � (.-_ . Date: SHED AND THE ENGINEER OF DENVER, COLORADO 80210-.o : Building Size:WIDTH-LENGTH - HEIGHT- SO. FT.AREN RECORD. (303) 753-8833 EXT. 5618 '•.,, sr TE of : •Q 155C Scale: N.T.S. �i� �.� R I o P.� �\ PAGE 2 OF 4 O! IAI #12-14 X 3" HEX HEAD — SELF -DRILLING SCREWS 3/4" APA OR TECO RATED T&G FLOOR DECKING. 2X6 STEEL JOISTS @ 24" OC #10 X 3/4" PAN HEAD SELF -DRILLING SCREWS (2 PER TAB) VENT HOLES @ 24" OC. �l OPTIONAL LEVELING BLOCKS 2X6 STEEL TRACK EACH END BASE PLATE SCREW SPACING WIDTH SPACING 6'-12' 8" O.C. 1. STEEL SHED FOUNDATION: 600T125-054 - 16 GAUGE STEEL TRACKS G140 ZINC COATED 60OS137-054 - 16 GAUGE STEEL JOISTS G140 ZINC COATED @ 24" O.C. (SUPPLIER: ALLIED STUDCO (JOIST: 600S137-054/TRACK: 60OT125-054) ICC ER-4943P. ® 2. 3/4" 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 1-5/8" 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 i SCREWS. REFERENCE SPACING CHART. i 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". QSTEEL�"SH!LDBASE-ODE-ETA LBLOCKS UNDER JOISTS SPACED @ 8'-0" O.C. MAXIMUM. BLOCKS UNDER TRACK SPACED @ 4'-0" O.C. MAXIMUM. SCALE:-N:T.S SIDING ::::,STUD TRIM 3/8" NYLON 3/8" CARRIAGE LOCK NUT BOLT (GRADE 2) Z BASEPLATE � FLOOR PLY OT17SWB � -OR- OT24SWB , 6" o 1/2" HILTI KWIK BOLT TZ MIN STAINLESS STEEL 304 EMBEDMENT DEPTH = 2 1/4" STEEL SHED MIN. EDGE DISTANCE = 6" BASE ANCHOR SPACING: RE: KWIK 4" CONCRETE BOLT ANCHORS TABLE, SHEET 3 PAD (MIN) OSIDEWALL BRACKET DETAIL SCALE: N.T.S. 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'-14' 6 10, 16'-20' 8 10, 22'-24' 10 12' 12'-14' 6 12' 16'-18' 8 12' 20'-22' 10 12' 24' 12 NOTES: 1. ANCHORS TO BE KWIK BOLT TZ, 304 SS 2. PROVIDE (1) ANCHOR AT EA. CORNER M1 3" CL OF THE BUILDING. THE REMAINING U TYP. ANCHORS EQUALLY SPACED ALONG THE LENGTH OF THE BUILDING. (1/2 THE M REMAINING ANCHORS ON EA. LENGTH SIDE EQUALLY SPACED). MIN. ®CONCRETE FOUNDATION SCALE: N.T.S. I, CD 2 -V TRIM SIDING 2X4X2' BLOCK ATTACH BRACKET TO STUD THRU HOLE IN ANCHOR PLATE WITH z 3/8"0 x 4" CARRIAGE g BOLT AND LOCKNUT CORNER STUD AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES • PART NUMBERS: OT3644GPMP- 5/8" X 36" (36" IMBED) GALVANIZED AUGER OT17SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTS REPORT NO. LO-FJ90129-A -OR- OT24SWBSIDEWALL 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 5,080 LBS STUD w g STUD ih SIDING AUGER ANCHORS WIDTH LENGTH # OF ANCHORS 6' 6'-18' 4 ANCHORS 8' 8'-24' 4 ANCHORS TNCH©RS 12' 12'-18' 4 ANCHORS 12' 20'-24' 6 ANCHORS 4-ANCHORS PROVIDE (1) AT EA. TRIM CORNER OF THE BUILDING. END WALL 6-ANCHORS PROVIDE (1) AT EA. CORNER OF THE BUILDING AND (1) AT CENTER OF EA. SIDE WALL. ANCHOR BRACKET ANCHOR BOLT & CONTINUOUS FOOTING NOTES P.T. SILL PLATE 1. TOP OF SLAB TO 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 FIBERMESH150. FIBERMESH SHOULD BE DISPERSED UNIFORMLY d 1 3/4' TOP & BOTTOM THROUGH CONCRETE W/ MIN. 1 POUND PER CUBIC YARD OF CONCRETE. J O_ 2. ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE AND REINFORCING U ? FINISH CONCRETE FLOOR BEFORE POURING CONCRETE. MI ~ 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, fc= 2500 PSI. n Nt 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. n \// / / 6. SEISMIC DESIGN CATEGORY: A A. ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING SLAB 1/2" DIA X 8" LONG SIMPSON TITEN HD ANCHOR WITH WASHERS. B. EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST 5' INTO THE REINFO CEMENT CONCRETE AND SHALL BE SPACED NOT MORE THAN V OC. R PER NO ES BELOW C. THERE SHALL BE A MINIMUM OF 2 BOLTS PER SOLE PLATE PIECE WITH 1 BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN 7 BOLT DIAMETERS FROM EACH END OF EACH PIECE. 8" TH&E ED SLAB TO BE FLUSH WITH �AUGER�ANCHOR�DETAIiL�DGE OF TRIM r �r M 1 scAr�NYs. UNHEATED SPACE a = HE �E Order #. P.O-# THESE DRAWINGS AND THE TUFF SHED INC. TUFF SHED DESIGN ARE THE PROPERTY R Customer: Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT � G, •• •• . • ��L ���/i _ DRAWINGS_ARE-EOR_ -A- Storager�uifdmgs & Garages Date: 8/15/16 BUILDING TO BE SUPPLIED RICHARD J. WILLS, P.E. Site Address: AND BUILT BY TUFF SHED. o. 76835 TUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE IS 1777 S. HARRISON STREET _i• •� FORBIDDEN BY BOTH TUFF _ Building SIZe:WIDTH-LENGTH-HEIGHT-SQ.Ff.AREA Date: SHED AND THE ENGINEER OF DENVER, COLORADO 80210 — RECORD (303) 753-8833 EXT. 5618 % -a Scale: N.T.S. ` �y•.• TA E OF V�� TITLE _-DETAILS FBC, 5th EDITIO� 155C DRAWING NO. FL-PR-SR_TR-01 REV. LEVEL 01 —3 PAGE 3 OF 4 — 3X4 20 PLATES 1 EACH SIDE 00 L0 N 3X4 20 GA PLATES N 1 EACH SIDE 5'-0„ S- 3 1/16„ 12 Q 4 18.0° w10'-01, L N 3X4 20 GA PLATES 3X4 20 PLATES C9 6'-0 1 EACH SIDE in 1 EACH SIDE 6; 4'-0" 3 11/16„ 4'2 1/2�� 12 12 Q 4 Q 4 CO 0 0 3X6 20 GA PLATES 00 8'-0" 00 1 EACH SIDE LO NN 6'-0" 12'-0" 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) ANSI/TPI 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 6' SPAN REACTIONS: MAX. VERTICAL: 205 LBS. MAX. UPLIFT: -190 LBS. NOTE: TRUSS MAY BE USED ON BUILDING LENGTHS UP TO 12FT UNLESS CEILING JOIST OR OTHER TENSION TIE IS PROVIDED. 10' S PAN REACTIONS: MAX. VERTICAL: 510 LBS. MAX. UPLIFT: -280 LBS. NOTE: TRUSS MAY BE USED ON BUILDING LENGTHS UP TO 20FT UNLESS CEILING JOIST OR OTHER TENSION TIE IS PROVIDED. MAXIMUM DEFLECTION (12 FT. SPAN) VERT LL: 0.06 in. VERT TL: 0.08 in. PLATES ARE MANUFACTURED BY EAGLE METAL PRODUCTS, ALL PERSONS FABRICATING, HANDLING, ERECTING O.R INSTALLING THIS TRUSS ARE TO DO ICC-ES #ESR-1082. ACCORDANCE TO THE RECOMMENDATIONS OF THE LATEST VERSION OF THE BCSI. o -- 8' SPAN REACTIONS: �AX. VERTICAL: 255 LBS. MAXPUPLIFT: -225 LBS. NOTE: TRUSS MAY BE USED ON BUILDING LENGTHS UP TO 14FT UNLESS CEILING JOIST OR OTHER TENSION TIE IS PROVIDED. 12' SPAN REACTIONS: MAX. VERTICAL: 630 LBS. MAX. UPLIFT: -340 LBS. NOTE: TRUSS MAY BE USED ON BUILDING LENGTHS UP TO 24FT UNLESS CEILING JOIST OR OTHER TENSION TIE IS PROVIDED. Order #. P.O. # THESE DRAWINGS AND THE �i `P • /� TITLE DRAWING NO. TUFF SHEE _ DESIGN ARE THE PROPERTY TUFF SHED, INC. ` • • , E . Customer: Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT ��� �c •�cP ��� FL-PR-SR-TR-01 _DRAWINGS ARE FORA _ . — -Storage Buildings & Garages Site Address: Date: 8/15/16 BUILDING TO BE SUPPLIED RICHARD J. WILLS, P.E. No. 6835 REV. LEVEL 01 AND BUILT BY TUFF SHED. _ TUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE IS •° FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET = FBC, 5th EDITION (2014) SHEET Date: SHED AND THE ENGINEER OF DENVER, COLORADO 80210 .0 BuildingSIZe:WIDTH-LENGTH-HEIGHT-SO. Fr. AREA ST TE OF • t RECORD (303) 753-8833 EXT. 5618 p ,o P • �, Scale: N.T.S. ��� c R I o •• ^ �F, F ;Q 4