MiTek USA, Inc. Re: B NEAL HUSTON--SLAPE\BENSON

Transcription

1 Re: NEAL HUSTON--SLAPE\BENSON MiTek USA, Inc. Greenback Lane Suite Telephone /-00 Fax /-0 The truss drawg(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Quality. Pages or sheets covered by this seal: R thru R My license renewal date for the state of Oregon is June 0, 0. Lumber design values are accordance with ANSI/TPI section. These truss designs rely on lumber values established by others. Tgey, Palmer The seal on these drawgs dicate acceptance of professional engeerg responsibility solely for the truss components shown. The suitability and use of this component for any particular buildg is the responsibility of the buildg designer, per ANSI/TPI.

2 M Quality, Redmond OR. Type MONOPITCH TRUSS R Reference (optional).0 s Sep 0 MiTek Industries, Inc. Wed May ::0 0 Page ID:X?IRzzhedRfJtIHAoLhwzzEIo-yIzyTVEgAMFUaflxZp_UVlB0NgftDPzCtzDxvv Scale = :.. x x -- x x x x x x TCLL.0 TCDL.0 BCDL.0.. IRC00/TPI00 TC 0. BC 0. WB > > 0 0 MT0 / Weight: lb FT = 0% x HF 0F.E or x HF SS DF No.&Btr G DF Stud/Std G REACTIONS (lb/size) =/0-- (m. 0--), =/0-- (m. 0--) Max Horz =(LC ) Max Uplift =-(LC ), =-(LC ) Sheathed or -- oc purls, except end verticals. Rigid ceilg directly applied or -0-0 oc bracg. Row at midpt -, - bracg be stalled durg truss erection, accordance with FORCES (lb) - Max. Comp./Max. Ten. - All forces 0 (lb) or less except when shown. -=-/, -=-0/, -=-/0, -=-0/ -=-/, -=-/, -=-/, -=-/ -=0/, -=-/0, -=0/, -=-0/ ) Wd: ASCE -0; mph (-second gust); TCDL=.psf; BCDL=.0psf; h=ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=. plate grip DOL=. ) This truss has been designed for a.0 psf bottom chord live load nonconcurrent with any other live loads. ) * This truss has been designed for a live load of 0.0psf on the bottom chord all areas where a rectangle --0 tall by wide ) A plate ratg reduction of 0% has been applied for the green lumber members. ) Provide mechanical connection (by others) of truss to bearg plate capable of withstandg 0 lb uplift at jot(s) except (jt=lb) =. ) This truss is designed accordance with the 00 International Residential sections R0.. and R0.. and referenced standard ANSI/TPI. ) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used the analysis and design of this truss. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an dividual buildg component. Applicability of design parameters and proper corporation of component is responsibility of buildg designer - not truss designer. Bracg shown is for lateral support of dividual web members only. Additional temporary bracg to sure stability durg construction is the responsibillity of the erector. Additional permanent bracg of the overall structure is the responsibility of the buildg designer. For general guidance regardg fabrication, quality control, storage, delivery, erection and bracg, consult ANSI/TPI Quality Criteria, DSB- and B Buildg Component Greenback Lane, Suite Safety Information available from Plate Institute, N. Lee Street, Suite, Alexandria, VA.

3 MA Quality, Redmond OR. Type MONOPITCH TRUSS R Reference (optional).0 s Sep 0 MiTek Industries, Inc. Wed May ::0 0 Page ID:X?IRzzhedRfJtIHAoLhwzzEIo-QVXVApWsRUUjDxVHKHXhw_QPlPMepsWkKzDxvu Scale = :.. x x -- x 0-- x x x x x TCLL.0 TCDL.0 BCDL.0.. IRC00/TPI00 TC 0. BC 0. WB > > 0 0 MT0 / Weight: lb FT = 0% x HF 0F.E or x HF SS DF No.&Btr G DF Stud/Std G REACTIONS (lb/size) =/Mechanical, =/0-- (m. 0--) Max Horz =(LC ) Max Uplift =-(LC ), =-0(LC ) Sheathed or -- oc purls, except end verticals. Rigid ceilg directly applied or -0-0 oc bracg. Row at midpt -, - bracg be stalled durg truss erection, accordance with FORCES (lb) - Max. Comp./Max. Ten. - All forces 0 (lb) or less except when shown. -=-/, -=-/, -=-/ -=-/, -=-/, -=-/, -=-/ -=0/0, -=-/, -=-/, -=0/ ) Wd: ASCE -0; mph (-second gust); TCDL=.psf; BCDL=.0psf; h=ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=. plate grip DOL=. ) This truss has been designed for a.0 psf bottom chord live load nonconcurrent with any other live loads. ) * This truss has been designed for a live load of 0.0psf on the bottom chord all areas where a rectangle --0 tall by wide ) A plate ratg reduction of 0% has been applied for the green lumber members. ) Refer to girder(s) for truss to truss connections. ) Provide mechanical connection (by others) of truss to bearg plate capable of withstandg 0 lb uplift at jot(s) except (jt=lb) =0. ) This truss is designed accordance with the 00 International Residential sections R0.. and R0.. and referenced standard ANSI/TPI. ) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used the analysis and design of this truss. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an dividual buildg component. Applicability of design parameters and proper corporation of component is responsibility of buildg designer - not truss designer. Bracg shown is for lateral support of dividual web members only. Additional temporary bracg to sure stability durg construction is the responsibillity of the erector. Additional permanent bracg of the overall structure is the responsibility of the buildg designer. For general guidance regardg fabrication, quality control, storage, delivery, erection and bracg, consult ANSI/TPI Quality Criteria, DSB- and B Buildg Component Greenback Lane, Suite Safety Information available from Plate Institute, N. Lee Street, Suite, Alexandria, VA.

4 MB Quality, Redmond OR. Type MONOPITCH TRUSS R Reference (optional).0 s Sep 0 MiTek Industries, Inc. Wed May ::0 0 Page ID:X?IRzzhedRfJtIHAoLhwzzEIo-QVXVApWsRUUjDxVHKHXhxBQSuPCMepsWkKzDxvu Scale = :.. x x -- x 0-- x x x x x Plate Offsets (X,Y): [:0--,Edge], [:0--,0--] TCLL.0 TCDL.0 BCDL.0.. IRC00/TPI00 TC 0.0 BC 0. WB > > 0 0 MT0 / Weight: lb FT = 0% x HF 0F.E or x HF SS DF No.&Btr G DF Stud/Std G REACTIONS (lb/size) =/0-- (m. 0--), =/0-- (m. 0--) Max Horz =(LC ) Max Uplift =-(LC ), =-(LC ) Sheathed or -0-0 oc purls, except end verticals. Rigid ceilg directly applied or -0-0 oc bracg. Row at midpt - bracg be stalled durg truss erection, accordance with FORCES (lb) - Max. Comp./Max. Ten. - All forces 0 (lb) or less except when shown. -=-0/ -=-/, -=-/, -=-/, -=-/ -=0/, -=-0/, -=-/, -=0/, -=-/ ) Wd: ASCE -0; mph (-second gust); TCDL=.psf; BCDL=.0psf; h=ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=. plate grip DOL=. ) This truss has been designed for a.0 psf bottom chord live load nonconcurrent with any other live loads. ) * This truss has been designed for a live load of 0.0psf on the bottom chord all areas where a rectangle --0 tall by wide ) A plate ratg reduction of 0% has been applied for the green lumber members. ) Provide mechanical connection (by others) of truss to bearg plate capable of withstandg 0 lb uplift at jot(s) except (jt=lb) =, =. ) This truss is designed accordance with the 00 International Residential sections R0.. and R0.. and referenced standard ANSI/TPI. ) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used the analysis and design of this truss. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an dividual buildg component. Applicability of design parameters and proper corporation of component is responsibility of buildg designer - not truss designer. Bracg shown is for lateral support of dividual web members only. Additional temporary bracg to sure stability durg construction is the responsibillity of the erector. Additional permanent bracg of the overall structure is the responsibility of the buildg designer. For general guidance regardg fabrication, quality control, storage, delivery, erection and bracg, consult ANSI/TPI Quality Criteria, DSB- and B Buildg Component Greenback Lane, Suite Safety Information available from Plate Institute, N. Lee Street, Suite, Alexandria, VA.

5 MGE Quality, Redmond OR. Type GABLE R Reference (optional).0 s Sep 0 MiTek Industries, Inc. Wed May ::0 0 Page ID:X?IRzzhedRfJtIHAoLhwzzEIo-MtfFbVXzkqLNKdiNlcJZEDMtAmfLdpCzDxvs -0-0 Scale = :. -- x x 0 0 x x x x x x x x x x x x x x x Plate Offsets (X,Y): [:0--,0--0] TCLL.0 TCDL.0 BCDL.0.. IRC00/TPI00 TC 0. BC 0. WB n/r n/r 0 0 MT0 / Weight: lb FT = 0% OTHERS x HF 0F.E or x HF SS DF No.&Btr G DF Stud/Std G DF Stud/Std G REACTIONS All beargs. (lb) - Max Horz =(LC ) Max Uplift All uplift 0 lb or less at jot(s) 0,,,, 0,,,,,, except =-(LC ) Max Grav All reactions 0 lb or less at jot(s),,, 0,,,,,,,, except 0=(LC ), =0(LC ), =(LC ) FORCES (lb) - Max. Comp./Max. Ten. - All forces 0 (lb) or less except when shown. -0=-/ -=-0/ ) Wd: ASCE -0; mph (-second gust); TCDL=.psf; BCDL=.0psf; h=ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=. plate grip DOL=. ) designed for wd loads the plane of the truss only. For studs exposed to wd (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified buildg designer as per ANSI/TPI -00. ) Gable requires contuous bottom chord bearg. ) Gable studs spaced at --0 oc. ) This truss has been designed for a.0 psf bottom chord live load nonconcurrent with any other live loads. ) * This truss has been designed for a live load of 0.0psf on the bottom chord all areas where a rectangle --0 tall by wide ) A plate ratg reduction of 0% has been applied for the green lumber members. ) Provide mechanical connection (by others) of truss to bearg plate capable of withstandg 0 lb uplift at jot(s) 0,,,, 0,,,,,, except (jt=lb) =. ) This truss is designed accordance with the 00 International Residential sections R0.. and R0.. and referenced standard ANSI/TPI. ) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used the analysis and design of this truss. Sheathed or -0-0 oc purls, except end verticals. Rigid ceilg directly applied or -0-0 oc bracg. bracg be stalled durg truss erection, accordance with Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an dividual buildg component. Applicability of design parameters and proper corporation of component is responsibility of buildg designer - not truss designer. Bracg shown is for lateral support of dividual web members only. Additional temporary bracg to sure stability durg construction is the responsibillity of the erector. Additional permanent bracg of the overall structure is the responsibility of the buildg designer. For general guidance regardg fabrication, quality control, storage, delivery, erection and bracg, consult ANSI/TPI Quality Criteria, DSB- and B Buildg Component Greenback Lane, Suite Safety Information available from Plate Institute, N. Lee Street, Suite, Alexandria, VA.

6 MGE Quality, Redmond OR. Type GABLE R0 Reference (optional).0 s Sep 0 MiTek Industries, Inc. Wed May ::0 0 Page ID:X?IRzzhedRfJtIHAoLhwzzEIo-IGn0?BZNVi_XaLXikPDhXCfRtFLxByYRqktzDxvq Scale = :. -- x x x. x x x x x x 0-- x 0 x x x x x x x x x x x x x 0 x x x x x Plate Offsets (X,Y): [:0--,0--0], [:0--,0--0], [:0--,0-0-], [:0--,0-0-], [:0--,0-0-], [:0--,0-0-] TCLL.0 TCDL.0 BCDL.0.. IRC00/TPI00 TC 0. BC 0.0 WB n/r n/r 0 0 MT0 / Weight: lb FT = 0% OTHERS x HF 0F.E or x HF SS DF No.&Btr G DF Stud/Std G DF Stud/Std G REACTIONS All beargs --0. (lb) - Max Horz =(LC ) Max Uplift All uplift 0 lb or less at jot(s), 0,,,, except =-(LC ), =-(LC ), =-(LC ) Max Grav All reactions 0 lb or less at jot(s),, 0,,,,, except =0(LC ), =0(LC ), =(LC ) FORCES (lb) - Max. Comp./Max. Ten. - All forces 0 (lb) or less except when shown. -=-/, -=-/ -=-0/, 0-=-0/, -0=-0/ -=-0/, -=-0/0, -=-/0, -=-/, -=-/, -=-/, -=-/, -=-/, -=-/, -=-0/ Sheathed or -0-0 oc purls, except end verticals. Rigid ceilg directly applied or -0-0 oc bracg. JOINTS Brace at Jt(s):, ) Wd: ASCE -0; mph (-second gust); TCDL=.psf; BCDL=.0psf; h=ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=. plate grip DOL=. ) designed for wd loads the plane of the truss only. For studs exposed to wd (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified buildg designer as per ANSI/TPI -00. ) Gable studs spaced at --0 oc. ) This truss has been designed for a.0 psf bottom chord live load nonconcurrent with any other live loads. ) * This truss has been designed for a live load of 0.0psf on the bottom chord all areas where a rectangle --0 tall by wide ) A plate ratg reduction of 0% has been applied for the green lumber members. ) Provide mechanical connection (by others) of truss to bearg plate capable of withstandg 0 lb uplift at jot(s), 0,,,, except (jt=lb) =, =, =. ) Non Standard bearg condition. Review required. ) This truss is designed accordance with the 00 International Residential sections R0.. and R0.. and referenced standard ANSI/TPI. ) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used the analysis and design of this truss. bracg be stalled durg truss erection, accordance with Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an dividual buildg component. Applicability of design parameters and proper corporation of component is responsibility of buildg designer - not truss designer. Bracg shown is for lateral support of dividual web members only. Additional temporary bracg to sure stability durg construction is the responsibillity of the erector. Additional permanent bracg of the overall structure is the responsibility of the buildg designer. For general guidance regardg fabrication, quality control, storage, delivery, erection and bracg, consult ANSI/TPI Quality Criteria, DSB- and B Buildg Component Greenback Lane, Suite Safety Information available from Plate Institute, N. Lee Street, Suite, Alexandria, VA.

7 SP Quality, Redmond OR. Type FLAT R Reference (optional).0 s Sep 0 MiTek Industries, Inc. Wed May ::0 0 Page ID:X?IRzzhedRfJtIHAoLhwzzEIo-IGn0?BZNVi_XaLXikPDhXCgNwBLyYRqktzDxvq x Scale = : x x x TCLL.0 TCDL.0 BCDL.0.. IRC00/TPI00 TC 0. BC 0.0 WB > > 0 0 MT0 0/ Weight: lb FT = 0% DF No.&Btr G DF No.&Btr G DF Stud/Std G REACTIONS (lb/size) =/0-- (m. 0--), =/0-- (m. 0--) Max Horz =-(LC ) Max Uplift =-(LC ), =-(LC ) Max Grav =(LC ), =(LC ) Sheathed or -- oc purls, except end verticals. Rigid ceilg directly applied or -0-0 oc bracg. bracg be stalled durg truss erection, accordance with FORCES (lb) - Max. Comp./Max. Ten. - All forces 0 (lb) or less except when shown. ) Wd: ASCE -0; mph (-second gust); TCDL=.psf; BCDL=.0psf; h=ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=. plate grip DOL=. ) Provide adequate draage to prevent water pondg. ) This truss has been designed for a.0 psf bottom chord live load nonconcurrent with any other live loads. ) * This truss has been designed for a live load of 0.0psf on the bottom chord all areas where a rectangle --0 tall by wide ) A plate ratg reduction of 0% has been applied for the green lumber members. ) Provide mechanical connection (by others) of truss to bearg plate capable of withstandg 0 lb uplift at jot(s) except (jt=lb) =, =. ) This truss is designed accordance with the 00 International Residential sections R0.. and R0.. and referenced standard ANSI/TPI. ) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used the analysis and design of this truss. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an dividual buildg component. Applicability of design parameters and proper corporation of component is responsibility of buildg designer - not truss designer. Bracg shown is for lateral support of dividual web members only. Additional temporary bracg to sure stability durg construction is the responsibillity of the erector. Additional permanent bracg of the overall structure is the responsibility of the buildg designer. For general guidance regardg fabrication, quality control, storage, delivery, erection and bracg, consult ANSI/TPI Quality Criteria, DSB- and B Buildg Component Greenback Lane, Suite Safety Information available from Plate Institute, N. Lee Street, Suite, Alexandria, VA.

8 ANSI/TPI: National Design Specification for Metal Plate Connected Wood Construction. DSB-: Design Standard for Bracg. B: Buildg Component Safety Information, Guide to Good Practice for Handlg, Installg & Bracg of Metal Plate Connected Wood es. MiTek Engeerg Reference Sheet: MII- rev. 0//0 0. Design assumes manufacture accordance with ANSI/TPI Quality Criteria.. Review all portions of this design (front, back, words and pictures) before use. Reviewg pictures alone is not sufficient. Industry Standards:. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engeer before use. Indicates location where beargs (supports) occur. Icons vary but reaction section dicates jot number where beargs occur.. Install and load vertically unless dicated otherwise. 0 MiTek All Rights Reserved. Do not cut or alter truss member or plate without prior approval of an engeer.. Connections not shown are the responsibility of others. BEARING. Bottom chords require lateral bracg at ft. spacg, or less, if no ceilg is stalled, unless otherwise noted. Indicated by symbol shown and/or by text the bracg section of the output. Use T or I bracg if dicated. Southern Pe lumber designations are as follows: SYP represents values as published by AWC the 00/0 NDS SP represents ALSC approved/new values with effective date of June, 0. Top chords must be sheathed or purls provided at spacg dicated on design.. Lumber used shall be of the species and size, and all respects, equal to or better than that specified. LATERAL LOCATION. Plate type, size, orientation and location dimensions dicated are mimum platg requirements. x The first dimension is the plate width measured perpendicular to slots. Second dimension is the length parallel to slots. ESR-, ESR-, ESR ER-0, ESR-, ESR-, ESR-. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. PLATE SIZE PRODUCT CODE APPROVALS ICC-ES Reports:. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. * Plate location details available MiTek 0/0 software or upon request.. Unless otherwise noted, moisture content of lumber shall not exceed % at time of fabrication. CHORDS AND ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS.. Design assumes trusses will be suitably protected from the environment accord with ANSI/TPI. This symbol dicates the required direction of slots connector plates. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT.. Place plates on each face of truss at each jot and embed fully. Knots and wane at jot locations are regulated by ANSI/TPI. For x orientation, locate plates 0- / " from outside edge of truss.. Cut members to bear tightly agast each other. BOTTOM CHORDS C- C- C- W- C- C- W- W- W- W-. Provide copies of this truss design to the buildg designer, erection supervisor, property owner and all other terested parties.. Never exceed the design loadg shown and never stack materials on adequately braced trusses. C- 0- /" C- C-. bracg must be designed by an engeer. For wide truss spacg, dividual lateral braces themselves may require bracg, or alternative Tor I bracg should be considered. Center plate on jot unless x, y offsets are dicated. Dimensions are ft--sixteenths. Apply plates to both sides of truss and fully embed teeth. S. Additional stability bracg for truss system, e.g. diagonal or X-bracg, is always required. See B. / " -- dimensions shown ft--sixteenths (Drawgs not to scale) Failure to Follow Could Cause Property Damage or Personal Injury PLATE LOCATION AND ORIENTATION Symbols Numberg System General Safety Notes