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Plans (4) MiTekR' MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 951-245-9525 Re: POLYGON PATIO COVERS The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: K2778518 thru K2778519 My license renewal date for the state of Oregon is December 31,2017. CE ONLY NOT APPROVEDREFERENWITH THIS PERMIT ,c1/4EO PROFes �co �NAGINk-k, `r/O 1/4, 2 89200PE �' 4i OREGON i.0 'lk14 2a� .4 MFR R I U- �� January 23,2017 Baxter,David IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. 'MT CA- - L C k U VAS s .� 1 � .t�5 � Ukcm • This design prepared from computer input by Pacific Lumber and Truss-BC LUMBER SPECIFICATIONS TO: 2x4 KDDF #1513TR TRUSS SPAN 7'- 6.0. IBC 2015 MAX MEMBER FORCES 4WR/DD F/Cq=1.00 BC: 2x4 KDDF #158TR LOAD DURATION INCREASE = 1.15 SPACED 24.0" O.C. 1-2=( 0) 36 2-5=(-97) 62 3-5=(-233) 167 WEBS: 2x4 KDDF STAND2-3=(-97) 82 LOADING 3-9=( -7) 3 TC LATERAL SUPPORT <= 12"0C. 00N. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 POE BC LATERAL SUPPORT <= 12"OC. UON. DL ON BOTTOM CHORD = 10.0 PSF BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA OVERHANGS: 12.0" 0.0" TOTAL LOAD = 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) -80/ 453V -32/ 96H 5.50" 0.72 KDDF ( 625) LL = 25 PSF Ground Snow (Pg) 7'- 6.0" -36/ 307V 0/ OH 5.50" 0.49 KDDF ( 625) *' For hanger specs. - See approved plans LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF IBC 2015 AND IRC 2015 NOT BEING MET. ICOND. 2: Design checked for net(-5 psf) uplift at 24 " spacing. BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP oc AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180 MAX LL DEFL = 0.002" @ -1'- 0.0" Allowed = 0.100" MAX TL DEFL = -0.003" @ -1'- 0.0" Allowed = 0.133" 7-02-04 MAX TC PANEL LL DEFL = 0.195" @ 3'- 9.5" Allowed = 0.438" -A03-12 MAX TC PANEL TL DEFL = -0.250" @ 3'- 9.7" Allowed = 0.656" 12 f SEASONED LUMBER IN DRY SERVICE CONDITIONS 4.00 2 MAX HORIZ. LL DEFL = 0.001" @ 7'- 2.2" MAX HORIZ. TL DEFL = 0.001" @ 7'- 2.2" M-1.53 4 Design conforms to main indforce-resisting 3 system and componentsand cladding criteria. ZWind: 140 mph, 6=20.4ft, TCDL=4.2,BCDL=6.0, ASCE 7-10, (AL1 Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), load duration £actor=1.6, o End vertical(s) are exposed to wind, Truss designed for wind loads in the plane of the truss only. c,N Le reo 2► -7 o M-3x4 M-1.5x,3 l ). l 7-02-04 0-03-12 y l 1-00 7-06 y ��cEO PR ores F.... c, E- -,5, % :9200PE v JOB NAME : POLYGON PATIO COVERS - P2 Scale: 0.5695 Wm, _. WARNINGS: GENERAL NOTES, unless otherwise noted: 1U� Truss: P2 1.Builder and erection contractor should beadvSedofallGeneralNotes 1.This design is based only upon the parameter:shown and is for an individual 1G , OREGON �� and Wamings before construction commences. building component.Applicability of design parameters and proper , 2.2x4 compression web bracing must be installed where shown+ O Incorporation of component is the responsibility of the building designer. ` 14 r 2.' �� 3.Additional temporary bracing to insure stability during construction 2.Design assumes the top and bottom chords to be laterally braced at / is the responsibility of the erector.Additional permanent bracing of 2'a.c.and at id o.c.respectively unless braced throughout Meir length by DATE: 1/23/2017 the overallstructure is ttre responsibilityof me ouiai goer'Basi continuous sheathing such as plywood heathilg(TC)and/or drywall(BC). Ml p 1 3.2x Impact bridging or lateral bracing required where shown+a C�l l., SEQ. : K2778518 4.No load should be applied to any component until atter all bracing and 4.Installation of truss is the responsibility of the respective contractor. fasteners are complete and at no time should any loads greater than 5.Design assumes trusses are to be used in a non-corrosive environment, TRANS ID: LINK design loads be applied to any component and are for dry condition"of use. 5.CompuTrus has no control over and assumes no responsibility for Me 6.Design assumes lull bearing at all supports shown.Shim or wedge if EXPIRES: 12/31/2017 fabrication,handling.shipment and installation of components. 7. Des:n es um r� .I 6.This design is furnished subject to the limitations set forth by g assumes adequate ne oface is truss,rusian January 23,''�1 7 TPIIWrCA in SCSI,copiesof will be furnished upon request. B.Plates coincide be with join on both faces of and placed so their center ogoes. lines coirrcide with joint center lines. M iTek USA,Inc./CompuTrus Software 7.6.8(1L)-E 9_Digits indicate size of plate in inches. 10.For basic connector plate design values see ESR-1311,ESR-1988(Mirek) This design prepared from computer input by Pacific Lumber and Truss-BC LUMBER SPECIFICATIONS TC: 2x9 KDDF #16BTR TRUSS SPAN 7'- 6.0" 8C: 2x4 KDDF #1&HTR LOAD DURATION INCREASE = 1.15 IBC 2015 MAX MEMBER FORCES 43-5=)F/Cq=1.00 WEBS: 2x9 KDDF STAND SPACED 24.0" O.C. 1-2=( 0) 36 2-5=(-47) 62 3-5=(-233) 167 e 2-3=(-97) 82 TC LATERAL SUPPORT <= 12"OC. UON. LOADING 3-9=( -7) 3 LL) 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF BC LATERAL SUPPORT <= 12"00. TON. DL ON BOTTOM CHORD = 10.0 PSF BEARING OVERHANGS: 12.0" TOTAL LOAD = 92.0 PSF MAX VERT MAX HORZ BRG REQUIRED BRG AREA 0.0" LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) LL = 25 PSF Ground Snow (Pg) -60/ 3453V070 O -32/ 9H 5.50" 0.72 KDDF ( 625) -36/ 307V 0/ OH 5.50" 0.49 KDDF ( 625) M-1.509 or equal at non-structural LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL vertical members (uon). REQUIREMENTS OF IBC 2015 AND IRC 2015 NOT BEING MET. "" For hanger specs. - See approved plans BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP IC ON D. 2: Design checked for net(-5 psf) uplift at 24 oc spacing. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS: LL-L/240, TL=L/180 MAX LL DEFL = 0.002" @ -1'- 0.0" Allowed = 0.100" MAX TL DEFL = -0.003" @ -1'- 0.0" Allowed = 0.133" MAX TC PANEL LL DEFL = 0.195" @ 3'- 9.5" Allowed = 0.438" I 7-02-09 0-03-12f -03-`12 MAX TC PANEL TL DEFL = -0.250" @ 3'- 9.7" Allowed = 0.656" fI SEASONED LUMBER IN DRY SERVICE CONDITIONS 12 4.00 p MAX HORIZ. LL DEFL = 0.001" @ 7'- 2.2" MAX HORIZ. TL DEFL = 0.001" @ 7'- 2.2" M-1.5x3 4 Design conforms to main windforce-resisting M-3x5 -/ system and componentsand cladding criteria. 001 Z Wind: 140 mph, h=20.4ft, TCDL=4.2,BCDL=6.0, ASCE 7-10, °ill (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), load duration factor=1.6, End vertical(s) are exposed to d;ChdS klattlhdf be cut with care and are ti permissible at inlet board areas only. PIP of 5 M-3x4 M-1.5:3 l 7-02-04 y y y y 0-03-12 1-00 y 7-06 ���0 PR NG NEFq(S> `t 9200PE r JOB NAME : POLYGON PATIO COVERS - P11111, +1'' Scale: 0.5695 .) Se le WARNINGS: GENERAL NOTES, unless otherwise noted' CV Truss: P1 building Portent.Applicability of Ba::denandere erection This designs based only Pas upon the p 7� OREGON and Warnings before construction commences. com design parameters and proper shown and is perr I individual L pression web bracing must be installd where shown+. ncorporation of component Is the responsibility of the building designer. <O Y 14 V.% ± 2.2x4 come 3.Additional temporary bracing to insure stability during construction 2.Design assumes the top and bottom chortle to be laterally braced at r DATE: 1/23/2017 s the responsibility of the erector.Additional permanent bracing of 2'o.c.and at 10'o.c.respectively unless braced throughout their length by 441R ' the overall structure is the responsibility of the building tlesigner, continuous sheathing such as plywood sheathing(TC)and/or drywall(BC). 0, SEQ. : K2 7 7 8 519 4 No load should be applied to any component 3.2x Impact bridging or lateral bracing required where shown++ ponent until after all bracing and 4.Installation of truss is the responsibility of the respective contractor. fasteners are complete and at no time should any loads greater than 5.Design assumes trusses are to be used in a noncorrosive environment, TRANS ID: LINK design loads be applied to any component. and are for"dry condition"of use. 5.CompuTrus has no control over and assumes no responsibility for the 6_Design assumes Ml bearing at all supports shown.Shim or wedge if fabrication,handling,shipment and installation of components. necessary. EXPIRES. 12/31/2017 6.This design is furnished subject to the limitations set forth by �.Design assumes adequate both Nodrainage is provided. TPIM7CA in BCSI,copies of which will be furnished upon re 8.Plates coincide be with center lines. MiTek USA,Inc./CompuTrus Software 7.6.8(1L)-E 9.Digits indicate size of plate in inches. 10.For basic connector plate design values see ESR-1311,ESR-1968(MRek) Symbols Numbering System A General PLATE LOCATION AND ORIENTATION Safety Notes 1 3/4' Center plate on joint unless x, y I 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property MEE offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. h? Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. 0-/16" C,-2 C2-3 2. Truss bracing must be designed by an engineer.For 11,1b1 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I __ O bracing should be considered. illit ■ orO3. Never exceed the design loading shown and never Qd stack materials on inadequately braced trusses. For 4 x 2 orientation,locate MIMIEMZEIMMIIMINIIMIWIEIMIMmowym O 4. Provide copies of this truss design to the building plates 0- 'ht BOTTOM CHORDS designer,erection supervisor,property owner and from outside all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. . This Symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE 6. Place plates on each face of truss at each �� required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locatio s a eregulated bytANandS RPIn1 at joint connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT *Plate location details available in MiTek 20/20 the environment in accord with ANSI/TPI 1. software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 10.Camber is a non-structural consideration and is the to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber bility adtload deflection,General practice is to the length parallel to slots. of r 11.Plate type,size,orientation and location dimensions LATERAL BRACING LOCATION indicated are minimum plating requirements. 12.Lumber used shall be of the species and size,and Southern Pine lumber designations are as follows: Indicated by symbol shown and/or SYP represents values as published serespects,equal to or better than that by AWC in the 2005/2012 NDS specified. by text in the bracing section of the SP represents ALSC approved/new Use T or I bracingP June values 13.Top chordsimust sheathed or purlins provided at with effective date of June 1,2013 spacing indicated on design. if indicated. 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. w 15.Connections not shown are the responsibility of others. Indicates location where bearings / ) (supports)occur. Icons vary but 16.Do not cut or alter truss member or plate without prior reaction section indicates joint ©2012 MiTek®All Rights Reserved approval of an engineer. ` number where bearings occur. 17.Install and load vertically unless indicated otherwise. ® k Min size shown is for crushing only. ON® MI A' 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSIfrP11: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. 19. es (fiandRevipictureswall )beforeof usethi.Reviewingdesignront,picturesback,alonewords s not sufficient.portions BCSI: Building Component Safety Information, ■le Guide to Good Practice for Handling, 20.Design assumes manufacture in accordance with Installing&Bracing of Metal Plate ANSI/TPI 1 Quality Criteria. Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013 , in MR MiTekk MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 951-245-9525 Re: POLYGON PATIO COVERS REFERENCE ONLY NOT APPROVED WITH THIS PERMIT The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: K2778518 thru K2778519 My license renewal date for the state of Oregon is December 31,2017. �e,c„03 PR()pets, 5 NGiNE .9 `r40 2 c89200PE -7 tt 4i OREGON 0, ,,& /O :4)` 14 2-°N P+ SRRII_V. January 23,2017 Baxter,David IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSUTPI-1, Chapter 2. • This design prepared from computer input by Pacific Lumber and Truss-BC LUMBER SPECIFICATIONS TRUSS SPAN 7'- 6.0" IBC 2015 MAX MEMBER FORCES 4WR/DDF/Cq=1.00 TC: 2x4 KDDF q16 BTR LOAD DURATION INCREASE = 1.15 BC: 2x9 KDDF N168TR SPACED 29.0" O.C. 1-2=( 0) 36 2-5=(-47) 62 3-5=(-233) 167 WEBS: 2x4 KDDF STAND 2-3=(-97) 82 LOADING 3-4=( -7) 3 TC LATERAL SUPPORT <= 12"0C. TON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF BC LATERAL SUPPORT <= 12"OC. DON. DL ON BOTTOM CHORD = 10.0 PSF BEARING MAX VERT MAX HO RZ BOG REQUIRED AREA OVERHANGS: TOTAL LOAD = 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES CIES) 0'- 0.0" -80/ 453V -32/ 96H 5.50" 0.72 KDDF ( 625) LL = 25 PSF Ground Snow (Pg) -36/ 307V 0/ OH 5.50" 0.49 KDDF ( 625) Oa For hanger specs. - See approved plans LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF IBC 2015 AND IRC 2015 NOT BEING MET. ICONS. 2: Design checked for net(-5 psf) uplift at 24 "oc spacing. I BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS: LL-L/290, TL=L/160 MAX LL DEFL = 0.002" @ -1'- 0.0" Allowed = 0.100" MAX TL DEFL = -0.003" @ -1'- 0.0" Allowed = 0.133" MAX TC PANEL LL DEFL = 0.195" @ 3'- 9.5" Allowed = 0.436" 7-02-04 0-03-12 MAX TC PANEL TL DEFL = -0.250" @ 3'- 9.7" Allowed = 0.656" A 12 f SEASONED LUMBER IN DRY SERVICE CONDITIONS 4.00 2 MAX HORIZ. LL DEFL = 0.001" @ 7'- 2.2" MAX HORIZ. TL DEFL = 0.001" @ 7'- 2.2" M-1.5x3 4 ) -� Design conforms to m indforce-resisting 3 system and componentsand cladding criteria. Iff Z Wind: 140 mph, h=20.4ft, TCDL=4.2,BCDL=6.0, ASCE 7-10, (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), load duration factor=1.6, End vertical(s) are exposed to wind, Truss designed for wind loads in the plane of the truss only. ai N ul /- 1 I�l OF O 2�� M-3x4 M-1.5x3 y l l 7-02-04 0-03-12 b y 1-00 7-06 l R ` " PoFFss ��\� t_NGINEF;9 wo :9200PE 9' JOB NAME : POLYGON PATIO COVERS - P2 .40°,11F. Scale: 0.5695 ( .41111110. t.WARNINGS: GENERAL NOTES, unless otherwise notetl: Truss: P2 1.Builder and erection contractor should be advised of all General Notes 1.This design s based only upon the parameters shown and is bran individual '9G OREGON Ac and Warnings before construction commences. building component.Applicability of design parameters and proper 2.2.4 compression web bracing must be installed where shown a, incorporation of component N the responsibility of the building designer. ,tO q Y 14 201 3.Additional temporary bracing to insure stability during construction 2.Design assumes the lop and bottom choke to be laterally braced et DATE' 1/23/2017 Is the responsibility of the erector.Additional permanent bracing of 2'o.c.and at lo'o.c.respemively unless braced throughout their length by /� �P the overall structure is the responsibility of the building designer. continuous sheathing such as plywood required ing(TC)and/or drywall(BC). MSR R 1 i_\ 4.No load should be applied to any4.to2Impact boitrussng isor lateral bracingonsreq f the respe shown•t a A� SEQ. : K 2 7 7 8 518 pp component until after all bracing and a Installation of is the responsibility of respective contractor. fasteners are complete and at no time should any loads greater than 5.Design assumes trusses are to be used in a non-corrosive environment, TRANS I D: LINK design loads be applied to any component, and are for'dry condition"of use. 6.Design a shames NII bearing at all supports shown.Shim or wedge if EXPIRES: 12/31/2017 5.Compurrus has no control over and assumes no responsibility for the fabrication,handling,shipment and installation of components, ry e.This design is furnished subject to the limitations set frith by 7.Design assumes adequate drainage is provided. TRI/TCA in BCSI,copies of which will be furnished u on re S.Plates shall be located on both faces of truss,and placed so their center January 23,2 17 p quest. lines coincide joint with centerlines. MiTek USA,Inc./CompuTrUSSoftware 7.6.6(1 L)-E 9_Digits indicate size of plate in inches. 10.For basic connector plate design values see ESR-1311,ESR-1983(MiTek) This design prepared from computer input by e Pacific Lumber and Truss-BC LUMBER SPECIFICATIONS TC: 2x4 KEEP TRUSS SPAN 7'- 6.0" LOAD DURATION INCREASE = 1.15 IBC 2015 MAX MEMBER FORCES 9WR/DDF/Cq=1.00 BC: 2x9 KDDF N15BTR 2-3=( 0) 36 2-5=(-97) 62 3-5=(-233) 167 WEBS: 2x4 KDDF STAND SPACED 24.0" O.C. 2-3=(-97) 82 LOADING 3-4=( -7) 3 TC LATERAL SUPPORT <= 12"OC. BON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF BC LATERAL SUPPORT <= 12"0C. FON. DL ON BOTTOM CHORD = 10.0 POE BEARING TOTAL LOAD = 42.0 PSF MAX VERT MAX TIOZ SIG REQUIRED SPG AREA OVERHANGS: 12.0" 0.0" LOCATIONS'- REACTIONS REACTIONS 9H 5I5E 07IN. (SPECIES) 0'- 0.0" -80/ 453V -32/ 9OH 5.50" 0.72 KDDF ( 625) LL = 25 PSF Ground Snow (Pg) 7'- 6.0" -36/ 307V 0/ OH 5.50" 0.49 KDDF ( 625) vertical orequal at non-structural LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL e tical members (uon). REQUIREMENTS OF IBC 2015 AND IRC 2015 NOT BEING MET. '' For hanger specs. - See approved plans BOTTOM IC OND. 2: Design checked for net(-5 ps f) uplift at 24 'oc spacing. P CHORD CHECKED FOR OOPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180 MAX LI, DEFL = 0.002" @ -1'- 0.0" Allowed = 0.100" MAX TL DEFL = -0.003" @ -1'- 0.0" Allowed = 0.133" MAX TC PANEL LL DEFL = 0.195" @ 3'- 9.5" Allowed = 0.438" 7-02-04 0-03-12 MAX TC PANEL TL DEFL = -0.250" @ 3'- 9.7" Allowed = 0.656" T f SEASONED LUMBER IN DRY SERVICE CONDITIONS 4.00 E212 MAX HORIZ. LL DEFL = 0.001" @ 7'- 2.2" MAX HORIZ. TL DEFL = 0.001" 8 7'- 2.2" M-1.5x3 4 Design conforms to main windf orce-resisting M-3o5 3 system and components and cladding criteria. Wind: 190 mph, h=20.4ft, TCDL=9.2,BCDL=6.0, ASCE 7-10, (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Di r), load duration £actor=1.6, End vertical(s) are exposed to wind, 6M-1.5x4 Truss designed for wind loads rn the plane of the truss only. Y , Truss designed for 4x2 outlookers. 2x4 let-ins M-3x5 co of the same size and grade a structural tap grallil chord. Insure tight fit at each end of let-in. Outlookers must be cut with care and are may , permissible at inlet board areas only o i � o / * 5 M-3x4 M-1.5x3 1 l l 7-02-04 0-03-12 J• l 1-00 7-06 1• � N <,,i,5_1) PROpe.0 <S 0GINEF.9 /� � 'cr' :9200PE r APOJOB NAME : POLYGON PATIO COVERS - P1 +1' Scale: 0.5695 ' . - 411111P j WARNINGS: 1.Builder and erection contractor should be advised of all General Notes GENERAL NOTES, unless otherwise noted: la tt Truss: P 1 and Warnings before construction commences. t This design is based only upon the parameters shown and is for an individual "7/ 40 OREGON D �`i• 2.2x4 corn bugdirg component.Applicability of design parameters and proper v pression web bracing must be installed where shown+, incorporation of component is the responsibility of the building designer. q` 3.Additional temporary bracing to insure stability during construction 2.Design assumes the top and bottom chords to be laterally braced at rO •r 14 �O� �+ 1/23/2017 is the responsibility of the erector.Additional permanent bracing of 2'o.c.and at to o.c.respectively unless braced throughout their length by DATE' the overall structure is the responsibility of the building designer. 2x Imcts ridging or such as aplywoodcing re sheathing(TC)reshown tllortlrywall(BC). M��Rift_ '�` SEQ. : K2778519 4.No load should be applied to any component until alter all bracing d Pb4.2xtmptiorfrey orthterelbracingregfthewhereshown++ �+ S an 4.DesigInstan assumes Crus es re to used lin a non-corrosNeve environ. listeners are complete and at no time should any loads greater than 5.Design aosumys ondiio are to be used in anon-corrosive environment, TRANS ID: LINK design loads be applied to any component. and are br"tlry condition''of use. 5.CompuTros has no control over and assumes no responsibility for the 6 Design assumes full bearing at all supports shown.Shim or wedge if fabrication,handling,shipment and installation of components. ase ry. EXPIRES: 121.311201 7 6.This design is tarnished subject to the limitations set forth by 7.Design assumes adequate drainage is provided. TPII TCA in BENI,copies of which will be furnished u 8.Plates mail be located on both faces of truss,and placed so Meir center January 23,2017 upon request. lines s shall with pint center lines. MiTek USA,Inc./CompuTrus Software 7.6.8(1 L)-E 10.Diggs asicconnector cate size plaltedesiate in gnvaluesseeESR- P 9 1311,ESR-1988(Wed) Symbols Numbering System A General SafetyNotes PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x,y I 6-4-8 I dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. (Drawings not to scale) Damage or Personal Injury IT1111 Dimensions are in ft-in-sixteenths. vimik Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g. TOP CHORDS diagonal or X-bracing,is always required. See SCSI. C1-2 C23 - �' 16 2. Truss bracing must be designed by an engineer.For 4 � wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I _ bracing should be considered. 2 11111.4111ip U /pi 3. Never exceed the design loading shown and never 0_ stack materials on inadequately braced trusses. O a- 1- O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate C7-8 C6-7 C5-6 plates 0- 'h� BOTTOM CHORDS designer,erection supervisor,property owner and from outside all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE 6. oint aplates nd embed fuch fane sf tKnots and at each wa required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locationsare regulated byANS TrPIn1 at joint connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from *Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 10.Camber is a non-structural consideration and is the to slots.Second dimension is responsibility of truss fabricator.General practice is to ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions LATERAL BRACING LOCATION indicated are minimum plating requirements. 12.Lumber used shall be of the species and size,and Southern Pine lumber designations are as follows: in allrespects,equal to or better than that ",-A1 Indicated by symbol shown and/or SYP represents values as published specc ified. by AWC in the 2005/2012 NDS by text in the bracing section of the output.exUse T I bracer SP represents ALSC approved/new values 13.Top chords must be sheathed or purlins provided at 9 with effective date of June 1,2013 spacing indicated on design. if indicated. 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. w 15.Connections not shown are the responsibility of others. Indicates location where bearings / y (supports)occur. Icons vary but 16.Do not cut or alter truss member or plate without prior 111/ reaction section indicates joint ©2012 MiTek®All Rights Reserved approval of an engineer. number where bearings occur. 17.Install and load vertically unless indicated otherwise. ® Min size shown is for crushing only. 111.111111 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. i is not sufficient. BCSI: Building Component Safety Information, ' i \I/ � Guide to Good Practice for Handling, 20.Design assumes manufacture in accordance with Installing&Bracing of Metal Plate ANSI/TPI 1 Quality Criteria. Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013