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Plans (53) 4 ALs UG,00416v aa-o) /3 7J4-Cw /774,,. 1 1 AR, AR, - N R EC E F 1 I I J 11■1 ' I ji J INI-E1IIn'K -I\\ \ \i ■VIIIJ3 ■k. I =II j414 IR&\ 1 ISI J5 J6(= \ 7: 2 �I\ Js I IImo■► 111•11 I Js J1 iI- l-I J10 J1 I-■■1 1 :■■-I J11 AI I ■■r L 'rr 1 ! l � 1111111ll � Cb : 1 or I J, 1=1 / 411 !!!_I I Ir.! 1 MEM SI_ I■� ■U.E12(101 IES SHIM I Ie= ,,„ , IONIC-MI-�..: I- r I ,.K 1I 4■ I 1 111111111111 CONFORMS TO DESIGN CONCEPT • I, ' 1 CONFORMS TO DESIGN CONCEPT WITH GARAGE RIGHT REVISIONS AS SHOWN 44 OU QX CONFORMS TO DESIGN CONCEPT 0 CONF ONS TO DESIGN CONCEPT WITH I NON-CONFORMING-REVISE AND RESUBMIT • NON-CONFORMING-REVISE&RESUBMIT IIS SHOP DRAWING HAS BEEN REVIEW D FOR GENERAL CONFORMANCE 20 ;v a i. a x 4. �a r A.c,',-'a' TH THE DESIGN CONCEPTt "'' 6 x h �T ONLY AND DES NOT RELIEVE THE uxcpT E x E s x�r -- aRICATOP VENDOR OF RESPONSIBILI Y FOR CONFORMANCE 11TH THE %01' aPAWiNC4 SPEZIrk,-iCkt5 AND.P..t:se.E.0_S O:,OF.9.-, :SIGN DRAWINGS AND SPECIFICATION ALL or 4111CM Sn/t Mils_!I By Alexia FukuiDate 9/22L. 'ER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. MIEBRANDT A R(H I T E C T 5 . Todd R. Eaton Dote: September 19, 2014 :T ENGINEERING INC ©Copyright CompuTrus Inc.2006 ,M. ImoSS E DATE: ABOVE PLAN PROVIDED FOR TRUSS DLYGON NW 03/27/14 PLACEMENT USS CA CALCULATIONS AND 'ECT TITLE: REVISION-1: ENGINEERED STRUCTURAL J DRAWINGS FOR ALL FUR-TRUSS LAN 5-A COFFER INFORMATION.BUILDING 7]Y DESIGNER/ENGINEER OF RECORD RESPONSIBLE FOR ALL NON-TRUSS t DRAWN BY:JP REVISION-2: TO TRUSS CONNECTIONS.BUILDING A / A-A CHECKED BY: DESIGNER/ENGINEER OF RECORD TO COMPANY REVIEW AND APPROVE OF ALL l)1}1 - IERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. 1/8"= 1' NI designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss. 401-0 r INA I 1 \ 0J1 N J2C J3 , \\o \N' 1 J3C J4ab. ,t J5 i J6 _ 7:12 \S:\\\*\%• . & N. v A.—. _ J9 J10y �� / y f110 J11,___ li 111cP F.. $ sd � °_° 110 4 J9 , \ , . J8 1+.1Y 1/t 12 J7 7 12 _ J6 /----\‘---- 112 I10) 2) J13 (5) 14: 2 I fK311S26 11 FI�US28 I 1 2 ) . 113 ir 1 Cl ,- 12 � D1 Fs lie ® CONFORMS TO DESIGN CONCEPT A1V GARAGE LEFT El CONFORMS TO DESIGN CONCEPT WITH 11GSIONS AS SOWN CONFORMS TO DESIGN CONCEPT t ❑ N CONFORMI G-REVISE AND RESUBMIT CONFORMS TO DESIGN CONCEPT WITH � THIS SHOP DRAWING HAS BEEF REVIEWED FOR GENERAL CONFORMANCE REVISIOFS NOTED GV1-6" WITH THE DESIGN CONCEPT O`LY AND DOES NOT RELIEVE THE NONCONFORMING REVISE&RESUBMIT 401471 fABRICATORIVENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE COWES, ‘c "'y .-E.enaenaeawDESIGN DRAWINGS AND SPECU ICATIONS ALL OF WI ICH HAVE PRIORITY M13 ,. OVER THIS SHOP DRAWING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. TO:;.eea'Alexia Fukui Date 9122/14 MILBRAIIDT ARCHITECTS By: Todd R. Eaton Dat COmpember Inc.2006, O CT ENGINEERING `f w1 )ER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS PLACEMENT ONLY.REFER TO �LYGON NW 03/27/14 TRUSS CALCULATIONS AND ' ENGINEERED STRUCTURAL 'ECT TITLE: REVISION-1: DRAWINGS FOR ALL FURTHER 4 INFORMATION.FOR ALL NON-TRUSS � r LAN 5-A COFFER DESIGNER/ENGINEEROFRECORD a iii.', RESPONSIBLE FOR ALL NON-TRUSS • DRAWN BY: JP REVISION-2: TO TRUSS CONNECTIONS.BUILDING DESIGNER/ENGINEER OF RECORD TO >• T D . ■ M A / A-A CHECKED BY: REVIEW AND APPROVE OF ALL �{J■ C a. PA N Y /ERY LOCATION: SCALE REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. �, 1/8"= 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss. MiTek USA, Inc. / CompuTrus Software Warnings & General Notes WARNINGS: 1. Builder and erection contractor should be advised of all General Notes and Warnings before construction commences. 2. 2x4 compression web bracing must be installed where shown+. 3. Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer. 4. No load should be applied to any component until after all bracing and fasteners are complete and at no time should any loads greater than design loads be applied to any component. 5. CompuTrus has no control over and assumes no responsibility for the fabrication,handling,shipment and installation of components. 6. This design is furnished subject to the limitations set forth by TPIIWTCA in BCSI,copies of which will be furnished upon request. GENERAL NOTES, unless otherwise noted: 1. This design is based only upon the parameters shown and is for an individual building component.Applicability of design parameters and proper incorporation of component is the responsibility of the building designer. 2. Design assumes the top and bottom chords to be laterally braced at 2'o.c.and at 10'o.c. respectively unless braced throughout their length by continuous sheathing such as plywood sheathing(TC)and/or drywall (BC). 3. 2x Impact bridging or lateral bracing required where shown++. 4. Installation of truss is the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for"dry condition"of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss,and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 10. For basic connector plate design values see ESR-1311, ESR-1988(MiTek). .ss) N.J 0./fAv,1,7, 0 PRorp ", , � t��F r� : .Girl °a4: 44,\ No, tri k' tit I 1V• 1 ' 't...• lrr j ) { IU, ( 3sPittS 8/ 0115 I II 1111 ,PAC MBER SPECIFICATIONS TRUSS SPAN 43'- 9.5' , 2x4 KDDF #1&BTR LOAD DURATION INCREASE = 1.15 1- 2x4 KDDF #1&BTR SPACED 24.0. O.C. 2- BS: 2x4 KDDF STAND; 3- 2x4 DF STAND A LOADING 4- LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF 5- LATERAL SUPPORT <= 12'OC. UON. DL ON BOTTOM CHORD = 10.0 PSF 6- LATERAL SUPPORT <= 12'OC. UON. TOTAL LOAD = 42.0 PSF 7- 8- ERHANGS: 24.0' 24.0' LL = 25 PSF Ground Snow (Pg) nnector plate prefix designators: BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE BEARING CN,C18,CN18 (or no prefix) = CompuTrus, Inc LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2012. LOCATIONS M2OHS,M18HS,M16 = MiTek MT series THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. 0'- 0.0' -3 43'- 9.5' -3 2, 8: Heel to plate corner = 2.25' !COND. 2: Desi VE MA MAX TL C MA MAX TL C MA MAX TL C 21-10-12 21-10-12 T 7-05-13 7-02-08 7-02-08 7-02-08 7-02-08 7-05-13 12 12 7.00 p M-4x6 7.00 4.0' Wind: 5 44( l%4., M-5x8(S) 5x 0.25" 0 M.25'8(5) U, M-1.5x3 iNI\ .M-1.5X3 0 r o o 2 A 1U 11 9 '1' i0 13 A ,.8 • p M-3x8 M-3x4 0.25' 0.25 M-3x4 M-3x8 0 M-5x8(S) M-5x8(S) 8-11-01 8-11-15 7-11-08 8-11-15 8-11-01 y y y y 2-00 43-09-08 WEDGE REQUIRED AT HEEL(S). 2-00 OB NAME : 5-A POLYGON NH - 62 Scale: 0.1445 WARNINGS: GENERAL NOTES,unless otherwise noted: 1. Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual ru S S: B2and Warnings before construction commences. building component.Applicability of design parameters and proper 2.2x4 compression web bracing must be installed where shown+. incorporation of component is the responsibility of the building designer. 3.Additional temporary bracing to insure stabilityduring construction 2.Design assumes the top and bottom chords to be laterally braced at 2'o.c.and at 10'o.c.respectively unless braced throughout their length by IES. BY: EE is the responsibility of the erector.Additional permanent bracing of continuous sheathing such as plywood sheathing(TC)andlor drywall(BC). IAT E: 8/22/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ 4. No load should be applied to any component until after all bracing and 4. Installation of truss is the responsibility of the respective contractor. ;EQ. : 6037152 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, design loads be applied to any component and are for"dry condition"of use. BANS I D: 406556 5.CompuTrus has no control over and assumes no responsibility for the 6.necessary. eassumes full bearing at all supports shown.Shim or wedge if fabrication,handling,shipment and installation of components. 9 P7.Design assumes adequate drainage is provided. 6.This design is furnished subject to the limitations set forth by 8.Plates shall be located on both faces of truss,and placed so their center 111111111111111111111 TPI/WTCA in BCSI,copies of which will be furnished upon request git coincideiiatwith jointcentere. 9. Digitssdsize of plate in inches.li . MiTek USA,Inc./CompuTrus Software 7.6.6(1 L)-E 10.For basic connector plate design values see ESR-1311,ESR-1988(MiTek) I mm PAC .MBER SPECIFICATIONS TRUSS SPAN 43'- 6.2' IBC 2012 2x4 KDDF #16BTR LOAD DURATION INCREASE = 1.15 1- 2=( 0) 114 2- ' 2x4 KDDF #16BTR SPACED 24.0. O.C. 2- 3=(-2998) 1127 9- BS: 2x4 KDDF STAND; 3- 4=(-2865) 1232 10- 2x4 DF STAND A LOADING 4- 5=(-2234) 1138 11- LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF 5- 6=(-2229) 1164 12- LATERAL SUPPORT <= 12'0C. UON. DL ON BOTTOM CHORD = 10.0 PSF 6- 7=(-2794) 1278 LATERAL SUPPORT <= 12'OC. UON. TOTAL LOAD = 42.0 PSF 7- 8=( -595) 713 ERHANGS: 24.0' 0.0' LL = 25 PSF Ground Snow (Pg) BEARING nnector plate prefix designators: BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE LOCATIONS CN,C18,CN18 (or no prefix) = CompuTrus, Inc LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2012. 0'- 0.0' -3 M2OHS,M18HS,M16 = MiTek MT series THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. 43'- 6.2' -2 2: Heel to plate corner = 2.25' ICOND. 2: Desi For hanger specs. - See approved plans VE MA MAX TL C MA MAX TL C 21-10-12 21-07-08 T 7-05-13 7-02-08 7-02-08 7-02-08 7-04 7-01 Wind: 12 12 7.001,--. M-4x6 \I 7.00 4.0' 5 44( M 5x8(S) " M-5x8(5) 0.25" 0.25" 1.00 c%) v M-1.5x s ,M-3x5 M-1.5x3 0 o A o 0 2 9 70 1' .( 11 12 8**, M-3x8 M-3x4 0.25" 0.25" M-3x4 M-4x6 c, M-5x8(S) M-5x8(S) y ), y y , J, y 8-11-01 8-11-15 7-11-08 8-11-15 8-07-13 y 2-00 43-06-04 OB NAME : 5-A POLYGON NH - 61 Scale: 0.1411 WARNINGS: GENERAL NOTES,unless otherwise noted: - 1. Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual �"u S S: B 1 and Warnings before construction commences. building component Applicability of design parameters and proper 2.2x4 compression web bracing must be installed where shown+. incorporation of component is the responsibility of the building designer. 3.Additional temporary bracing to insure stability during construction 2. Design assumes the top and bottom chords to be laterally braced at I ES. BY: EE is the responsibility of the erector.Additional permanent bracing of 2'o.c.and at 10'o.c. vey unless braced throughout their length by such a continuous sheathing such as plywood sheathing(TC)and/or drywall(BC). IAT E: 8/22/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ 4. No load should be applied to any component until after all bracing and 4. Installation of truss is the responsibility of the respective contractor. ;EQ. : 6037153 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, design loads be applied to any component. and are for"dry condition"of use. RAN S I D: 406556 5.CompuTrus 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. necessary. 7. Designlaesassumesadequatene both drainageacis opt used. 6.This design is furnished subject to the limitations set forth by 8. Plates shall be located on both faces of truss,and placed so their center VIII VIII VIII VIII VIII VIII VIII IIII IIIITPINVECA in BCSI,copies of which will be furnished upon request lines coincide with joint center lines. 9. Digits indicate size of plate in inches. MiTek USA InC./CompuTrus Software 7.6.6(1 L)-E 10.For basic connector plate design values see ESR-1311,ESR-1988(MTek) 1111111 .PAC MBER SPECIFICATIONS TRUSS SPAN 43'- 6.3' IBC 2012 , 2x4 KDDF #18BTR LOAD DURATION INCREASE = 1.15 1- 2=( 0) 114 2-1 ' 2x4 KDDF #18BTR SPACED 24.0' O.C. 2- 3=(-3025) 992 11-1 BS: 2x4 KDDF STAND; 3- 4=(-2875) 987 12-1 2x4 OF STAND A; LOADING 4- 5=(-2453) 910 13-1 2x4 KDDF #18BTR B LL( 25.0)+DL( 7.0) ON TOP CHORD= 32.0 PSF 5- 6=( 0) 0 14-1 DL ON BOTTOM CHORD = 10.0 PSF 5- 7=(-2076) 878 LATERAL SUPPORT <= 12'OC. UON. TOTAL LOAD = 42.0 PSF 7- 8=(-2241) 822 LATERAL SUPPORT <= 12'OC. UON. 8- 9=(-1563) 594 LL = 25 PSF Ground Snow (Pg) 9-10=( -141) 157 TE: 2x4 BRACING AT 24'OC UON. FOR BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE L FLAT TOP CHORD AREAS NOT SHEATHED LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2012. BEARING THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. LOCATIONS 0'- 0.0' -3 ERHANGS: 24.0' 0.0' 43'- 6.3' -2 1.5x4 or equal at non-structural (COND. 2: Desi rtical members (uon). VE nnector plate prefix designators: MA CN,C18,CN18 (or no prefix) = CompuTrus, Inc MAX TL C M2OHS,M18HS,M16 = MiTek MT series MA MAX TL C 2: Heel to plate corner = 2.25' For hanger specs. - See approved plans 0-04-15 'f'( 19-11-11 23-06-09 T 5-03-05 5-00 5-03-08 6-06-14 6-11-13 6-11-13 7-00-01 T T 1' TT T ' 1' T Wind: 15-09-12 T T 12 7.00 VM-5x6(S) M-4x6 M-3x4 0825' =M-4x4 M-1.05x3 M-5x6(S) 7 y9 $ 0.25' v + E. + + + +f M-1.5x3 ,/\ 0 oso o 1 2= 11 112 - ' 13 14 15* M-3x8 M-3x4 0.25" M-3x4 0.25 =M-4x4 M-5x8(S) M-5x8(S) y ), )- y J' 1, 7-11 7-06 9-05-08 9-03-12 9-04 y y y 2-00 43-06-04 OB NAME : 5-A POLYGON NH - AH3 Scale: 0.1504 WARNINGS: GENERAL NOTES,unless otherwise noted: 4 1. Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual 1'u S S: AH 3 and Warnings before construction commences. building component Applicability of design parameters and proper 2.2x4 compression web bracing must be installed where shown+. incorporation of component is the responsibility of the building designer. 3.Additional temporary bracingto insure stabilityduringconstruction 2.Design assumes the top and bottom chords to be laterally braced at 2'o.c.and at 10'o.c.respectively unless braced throughout their lengthby lES. BY: EE is the responsibility of the erector.Additional permanent bracing of continuous sheathing such as plywood sheathing(TC)and/or drywall(BBC). IAT E: 8/22/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ 4.No load should be applied to any component until after all bracing and 4. Installation of truss is the responsibility of the respective contractor. ;EQ. : 6037154 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, _ design loads be applied to any component and are for"dry condition"of use. RANS I D: 406556 5.CompuTrus has no control over and assumes no responsibility for the 6. De s ssumes full bearing at all supports shown.Shim or wedge if necesary. fabrication,handling,shipment and installation of components. 7. Design assumes adequate drainage is provided. 6.This design is famished subject to the limitations set forth by 8. Plates shall be located on both faces of truss,and placed so their center 111111110111111111 TPINVECA in BCSI,copies of which wit be famished upon request lines coincide with joint center lines. 9. Digits nsize of plate in lines. MiTek USA,Inc./CompuTrus Software 7.6.6(1 L)-Z 10.For basic connector plate design values see ESR-1311,ESR-1988(MiTek) MIN' PAC .MBER SPECIFICATIONS TRUSS SPAN 43'- 6.3' IBC 2012 . 2x4 KDDF #1&BTR LOAD DURATION INCREASE = 1.15 1- 2=( 0) 114 2-1 2x4 KDDF #1&BTR SPACED 24.0' O.C. 2- 3=(-3025) 992 11-1 BS: 2x4 KDDF STAND; 3- 4=(-2875) 987 12-1 2x4 DF STAND A; LOADING 4- 5=(-2453) 910 13-1 2x4 KDDF #1&BTR B LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF 5- 6=( 0) 0 14-1 DL ON BOTTOM CHORD = 10.0 PSF 5- 7=(-2076) 878 LATERAL SUPPORT <= 12'0C. UON. TOTAL LOAD = 42.0 PSF 7- B=(-2241) 822 LATERAL SUPPORT <= 12'OC. UON. 8- 9=(-1563) 594 LL = 25 PSF Ground Snow (Pg) 9-10=( -141) 157 TE: 2x4 BRACING AT 24'0C UON. FOR BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE L FLAT TOP CHORD AREAS NOT SHEATHED LIVE LOAD AT LOCATION(S SPECIFIED BY IBC 2012. BEARING THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. LOCATIONS 0'- 0.0' -3 ERHANGS: 24.0' 0.0' 43'- 6.3' -2 nnector plate prefix designators: CN,C18,CN18 (or no prefix) = CompuTrus, Inc 'COND. 2: Desi M2OHS,M18HS,M16 = MiTek MT series VE 2: Heel to plate corner = 2.25' MAX TLMA C For hanger specs. - See approved plans MA MAX TL C 0-04-15 tf 15-11-11 27-06-09 1' 1' 1' 5-03-05 5-00 5-03-08 6-06-14 6-11-13 6-11-13 7-00-01 Wind: i' T T TT T 1' 1' i' 15-09-12 '( T 12 M-4x6 M-5x6(S) 7.001/ 6 M-3x4 =M-4x4 M-1.5x3 M 5x6(S) 7 ;31325" s 1a y 0. 25' og -+ v + + + o M-1.5x3 +� B o + 0 A 0 1 2" 11 12 T 13 I 14 - 15* -' M-3x8 M-3x4 ( .25" M-3x4 0.25 =M-4x4 M-5x8(S) M-5x8(S) y y ), * 3' y y7-11 7-06 9-05-08 9-03-12 9-04 2-00 43-06-04 OB NAME : 5-A POLYGON NH - AH2 Scale: 0.1504 WARNINGS: GENERAL NOTES,unless otherwise noted: _ 1.Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual r u S S: AH 2 and Warnings before construction commences. building component.Applicability of design parameters and proper 2.2x4 compression web bracing must be installed where shown+. incorporation of component is the responsibility of the building designer. 3.Additional temporary bracing to insure stability during construction 2. Design assumes the top and bottom chords to be laterally braced at IES. by BY• EE is the responsibility of the erector.Additional permanent bracing of continuous2n.c.and at 1 a' insuch respectivelysy oodss braced throughout TC) /o their length). sheathing as plywood sheathing(TC)and/or drywall(BC). ATE: 8/22/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ 4. No load should be applied to any component until after all bracing and 4. Installation of truss is the responsibility of the respective contractor. ;EQ. : 6037155 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, design loads be applied to any component. and are for"dry condition"of use. BANS I D: 406556 5.CompuTrus has no control over and assumes no responsibility for the e. Design assumes full bearing at all supports shown.Shim or wedge if fabrication,handling,shipment and installation of components. necessary. 7.Designlaesassumes ne drainage iso sed. 6.This design is furnished subject to the limitations set forth by 8. Plates shall be located on both faces of truss,and placed so their center 011111111111111 TPIIVJfCA in BCSI,copies of which will be furnished upon request git coincideiatwith jointcentere. 9. Digits indicate size of plate in inches. MiTek USA,Inc./CompuTrus Software 7.6.6(1 L)-E 10.For basic connector plate design values see ESR-1311,ESR-1988(MiTek) 1111111 ,PAC MBER SPECIFICATIONS 43-06-04 MONO HIP-D SETBACK 6-00-00 FRCM END WALL IBC 2012 . 2x6 KDDF #16BTR; LOAD DURATION INCREASE = 1.15 (Non-Rep) 1- 2=( 0) 114 2-11= ' 2x4 DF 2400F T1 2- 3=(-5879) 1836 11-12= 2x6 KDDF #18BTR LOADING 3- 4=(-5549) 1990 12-13= BS: 2x4 KDDF STAND; LL = 25 PSF Ground Snow (Pg) 4- 5=( 0) 0 13-14= 2x6 KDDF #2 A; TC UNIF LL( 50.0)+DL( 14.0)= 64.0 PLF 0'- 0.0' TO 12'- 0.0' V 4- 6=(-4731) 1764 14-15= 2x4 DF STAND B; TC UNIF LL( 100.0)+DL( 28.0)= 128.0 PLF 12'- 0.0' TO 43'- 6.3' V 6- 7=(-6028) 2379 15-16= 2x4 KDDF STUD C BC UNIF LL( 0.0)+DL( 40.0)= 40.0 PLF 0'- 0.0' TO 43'- 6.3' V 7- 8=(-5543) 2225 8- 9=(-3514) 1448 LATERAL SUPPORT <= 12'OC. UON. TO CONC LL( 500.0)+DL( 140.0)= 640.0 LBS @ 12' 0.0' 9-10= -100) 112 LATERAL SUPPORT <= 12'OC. UON. BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2012. BEARING TE: 2x4 BRACING AT 24'OC UON. FOR THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. LOCATIONS L FLAT TOP CHORD AREAS NOT SHEATHED 0'- 0.0' -10 43'- 6.3' -15 ERHANGS: 24.0' 0.0' 'COND. 2: Desi nnector plate prefix designators: VE CN,C18,CN18 (or no prefix) = CompuTrus, Inc MA M2OHS,M18HS,M16 = MiTek MT series MAX TL C MA For hanger specs. - See approved plans MAX TL C Wind: 11-11-11 31-06-09 1' 5-11-14 5-05-02 0-06-10 5-10-05 6-05 6-05 6-05 6-05-04 11-09-12 1' ' 640# 12 M-7x8(S) M-5x10 7.00 17. , 5 =M-66x6 0.. 5' =M-66x6 =M-10x10 M-3x60 y -- * y v M-3x4 ..- +. + 0 A + A v; • 0 co o M-4x12 >,. B 0 ... M t. 1 2" 11 12 13 2 14 2 �5 10* y M 1.5x3 M-3x10 0.25" =M-4x4 0.25 M-4x10 =M-8x8(S) =M-10x10(S) ), ), ), ), y i' ,1 J, y 5-10-02 5-05-02 8-02 8-00-04 8-00-04 8-00-08 y 2-00 43-06-04 OB NAME : 5-A POLYGON NH - AH1 Scale: 0.1519 WARNINGS: GENERAL NOTES,unless otherwise noted: 1. Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual r u S s: AH 1 and Warnings before construction commences. building component.Applicability of design parameters and proper 2.2x4 compression web bracing must be installed where shown+. incorporation of component is the responsibility of the building designer. 3.Additional temporary bracing to insure stability during construction 2.Design assumes the top and bottom chords to be laterally braced at IES. BY• EE is the responsibility of the erector.Additionalpermanent bracingof 2'o.c.and at 10'o.c.sucha respectively unless braced throughout their length by Po BY continuous sheathing such as pywood sheathing(TC)and/or drywall(BC). IAT E' 8/22/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ 4. No load should be applied to any component until after all bracing and 4. Installation of truss is the responsibility of the respective contractor. ;EQ. : 6037156 fasteners are complete and at no time should any loads greater than 5.Design assumes condition"of use. BANS I D: 406556 5.CompuTrus has no control over and assumes no responsibility for the 6.Design assumes full bear ng at all supports shown.Shim or wedge if fabrication,handling,shipment and installation of co nents. necessary. 9 P ^tPo 7. Design assumes adequate drainage is provided. 6.This design is furnished subject to the limitations set forth by 8. Plates shall be located on both faces of truss,and placed so their center VIII VIII VIII 113 VIII ILII VIIIIII NV III IITPIECA in BCSI,copies of which will be furnished upon request git coincideitwith joint centere. 9. Digits indicate size of plate in inches. MiTek USA,Inc./CompuTrus Software 7.6.6(1 L}E 10.For basic connector plate design values see ESR-1311,ESR-1988(MiTek) 1i)im' PAC -MBER SPECIFICATIONS TRUSS SPAN 43'- 9.5' IBC 2012 2x4 KDDF #18BTR LOAD DURATION INCREASE = 1.15 1- 2=( 0) 114 2-1 2x4 KDDF #18BTR; SPACED 24.0' 0.C. 2x4 OF 2400F 85 2- 3=(-4062) 1544 11-1 BS: 2x4 KDDF STAND; 3- 4=(-3073) 1177 12-1 LOADING 4- 5=(-2541) 1132 13-1 2x4 DF STAND A LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF 5- 6=(-2298) 1240 14-1 DL ON BOTTOM CHORD = 10.0 PSF 6- 7=(-2207) 1142 15-1 LATERAL SUPPORT <= 12'OC. UON. TOTAL LOAD = 42.0 PSF 7- 8=(-2812) 1243 16-1 LATERAL SUPPORT <= 12'OC. UON. 8- 9=(-2957) 1138 17- LL = 25 PSF Ground Snow (Pg) 9-10=( 0 14 ERHANGS: 24.0' 24.0' BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE nnector plate prefix designators: LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2012. BEARING CN,C18,CN18 (or no prefix) = CompuTrus, Inc THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. LOCATIONS M2OHS,M18HS,M16 = MiTek MT series 0'- 0.0' -3 9: Heel to plate corner = 2.25' 43'- 9.5' 3 JCOND. 2: Desi VE MA MAX TL C MA 21-10-12 21-10-12 MAX TL AC 2-09 5'1 f -10-08 5-10-08 7-04-12 7-02-08 7-02-08 7-05-13 MAX TLMC 12 12 M-4x6 7.00 17" Q7.00 4.0' 6 ^sr M-5x8(S) '�t M-5x8(5) Wind: 0.25' 0.25' Lc) 0 Cs; M-3x4 v ii , :m..1.5x3 M-3x4 3 ,_ M-4x6 i o in / `M 5x6 1.. 15 16 -` 0 - 2 M-4x6+ M 3x4 (=> 8M-5x10 0.25° M-3x4 M-3x8``9 0 0 2.75 2.04, -.M-4x10 M18HS-5x16(S) 12 12 y y y yy y y y ,-05-01 5-10-08 6-02 01,1110-04-12 8-11-15 8-11-01 Y ), 2 JJ , ,-05-08 12-00-08 1710-04 27-05-04 ,2-00 y2-00y 14-06 29-03-08 2-00 43-09-08 y y 2-00 OB NAME : 5-A POLYGON NH - 63 Scale: 0.1309 WARNINGS: GENERAL NOTES,unless otherwise noted: - 1. Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual �"1,1 S s: B3 and Warnings before construction commences. building component.Applicability of design parameters and proper 2.2x4 compression web bracing must be installed where shown+. incorporation of component is the responsibility of the building designer. IES. BY: E E 3. 2. Design assumes the top and bottom chords to be laterally braced at Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of 2'o.c.and at 10'o.c.respectively unless braced throughout their length by ATE: 8/22/2014 continuous sheathing such as plywood sheathing(TC)and/or drywall BC. the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ 4. No load should be applied to any component until after all bracing and 4. Installation of truss is the responsibility of the respective contractor. ;EQ. : 6037157 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, BANS I D: 406556 design loads be applied to any component 6. and aassumre for es fulldbearingition" fat all 5.CompuTrus has no control over and assumes no responsibility for the Design supports shown.Shim or wedge if fabrication,handling,shipment and installation of components. necessary. 7. Design assumes adequate drainage is provided. 6.This design is famished subject to the limitations set forth by 8. Plates shall be located on both faces of truss,and placed so their center VIII VIII VIII VIII VIII VIII VIII IIII IIIITPNMCA in BCSI,copies of which will be furnished upon request. MiTek USA,Inc./CompuTrus Software 7.6.6(1 L)-E lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 10.For basic connector plate design values see ESR-1311,ESR-1988(MiTek) .PAC 1161:6111 II IIII MBER SPECIFICATIONS TRUSS SPAN 43'- 6.2' IBC 2012 2x4 KDDF #1&BTR LOAD DURATION INCREASE = 1.15 1- 2=( 0) 114 2- ' SPACED 24.0' O.C. 2- 3=(-3891) 1497 15- 2x4 KDDF STAND; 3- 4=(-3508) 1481 16- BS: 2x4 KDDF A 2x4 DF STAND A AND; 5- 6=(-2388) 1115 18- LOADING 4- 5=(-2938) 1219 17- LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF LATERAL SUPPORT <= 12'OC. UON. DL ON BOTTOM CHORD = 10.0 PSF 6- 7=( 0) 0 19- LATERAL SUPPORT <= 12'OC. UON. TOTAL LOAD = 42.0 PSF 6- 8=(-2026) 1048 20- 8- 9=(-2115) 1045 21- LL = 25 PSF Ground Snow (Pg) 9-11=(-1914) 992 22- TE: 2x4 BRACING AT 24'OC UON. FOR 10-11=( 0) 0 L FLAT TOP CHORD AREAS NOT SHEATHED BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE 11-12=(-2294) 1043 LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2012. 12-13=(-2668) 1116 THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. 13-14=( -367) 444 ERHANGS: 24.0' 0.0' 1.5x4 or equal at non-structuralLOCATIONS BEARING rtical members (uon). 0'- 0.0' -3 nnector plate prefix designators: 43'- 6.2' -2 CN,C18,CN18 (or no prefix) = CompuTrus, Inc M2OHS,M18HS,M16 = MiTek MT series )GOND. 2: Desi For hanger specs. - See approved plans VE 19-11-11 3-10-02 19-08-07 MAX TLMA 4-02-11 4-04-07 1-08-13 4-07-09 5-03-08 4-10-08 T T fT T T TT T T T MAX TL C 2-07-0 4-04-07 T 0-04-15 5-05-12 0-044,--15 5-01-08 1' 15-09-12 15-06-08 T T 12 M-3x4 12 7.00L- M 3x8 7.00 M-4x6M-4x6 Wind: M-5x6(S) 7 8 9 M-5x6(S) 0.25' 0.25' v II '2 o M-3x4 +a /+1 +1 + ep-3x5 M-1.5x3 , M-1.5x3 M 4x6 a. 16 xlr co 2 M-5x10 M-3x4 CI 17 19 2022 14' o - M-4x6+ , M-5x10 M-3x4 0.252 M-3x4 M-4x6 0 - 2.75 1.89 - M-4x8 M-5x8(S) 12 12 y ), y 1-001,12 y y y y y 2-05-0, 6-06-10 5-05-14 1,08-02 5-07-14 5-05-12 7-06 7-07-12 y ,-05-08 13-01-04 ,, 2-00 25-11-08 y y 14-06 29-00-04 y y 2-00 y 43-06-04 OB NAME : 5-A POLYGON NH - BH3 Scale: 0.1286 WARNINGS: GENERAL NOTES,unless otherwise noted: 1. Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual _r u s s: BH3 and Warnings before construction commences. building component Applicability of design parameters and proper 2.2x4 compression web bracing must be installed where shown+, incorporation of component is the responsibility of the building designer. 3.Additional temporary bracingto insure stabilityduringconstruction 2. Design assumes the top and bottom chords to be laterally braced at po ry 2'o.c.and at 10'o.c.respectively unless braced throughout their length by IES. BY: EE is the responsibility of the erector.Additional permanent bracing of continuous sheathing such as plywood sheathing(TC)and/or drywall(BC). IAT E: 8/22/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ 4. No load should be applied to any component until after all bracing and 4. Installation of truss is the responsibility of the respective contractor. ;EQ. : 6037158 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, design loads be applied to any component and are for"dry condition"of use. 6.Design assumes full beating at all supports shown.Shim or wedge if BANS I D: 406556 5.Com{wTrus has no control over and assumes no responsibility for the necessary. fabrication,handling,shipment and installation of components. 7.Design assumes adequate drainage is provided. 6.This design is furnished subject to the limitations set forth by 8. Plates shall be located on both faces of truss,and placed so their center VIII VIII VIII 11011 III(IIII(IIII 1111111111 TPIIWfCA in BCSI,copies of which will be furnished upon request lgit coincideniatwizr joint ate in e. 9. Digitssindicate size of plate to inches.li . MiTek USA,Inc./CompuTrus Software 7.6.6(1 L)-Z 10.For basic connector plate design values see ESR-1311,ESR-1988(MiTek) 1111111' PAC .MBER SPECIFICATIONS TRUSS SPAN 43'- 6.2' IBC 2012 : 2x4 KDDF #16BTR LOAD DURATION INCREASE = 1.15 1- 2=( 0) 114 2- 2x4 KDDF #18BTR SPACED 24.0' O.C. BS: 2x4 KDDF STAND; 2- 3=(-3891) 1497 15- 2x4 DF STAND A 3- 4=(-3508) 1481 16- LOADING 4- 5=(-2938) 1219 17- LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF 5- 6=(-23B8) 1115 18- LATERAL SUPPORT <= 12'OC. UON. DL ON BOTTOM CHORD = 10.0 PSF 6- 7=( 0) 0 19- LATERAL SUPPORT <= 12'0C. UON. TOTAL LOAD = 42.0 PSF 6- 8=(-2026) 1048 20- 8- 9=(-2115) 1045 21- TE: 2x4 BRACING AT 24'0C UON. FOR LL = 25 PSF Ground Snow (Pg) 9-11=(-1914) 992 22- L FLAT TOP CHORD AREAS NOT SHEATHED 10-11=( 0) 0 BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE 11-12=(-2294) 1043 LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2012. 12-13=(-2668) 1116 THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. 13-14=( -367 44 ERHANGS: 24.0' 0.0' nnector plate prefix designators: BEARING CN,C18,CN18 (or no prefix) = CompuTrus, Inc LOCATIONS M2OHS,M18HS,M16 = MiTek MT series 0'- 0.0' -3 For hanger specs. - See approved plans 43'- 6.2' 2 ICOND. 2: Desi VE MA MAX TL C 15-11-11 11-10-02 15-08-07 MAX TLMC T 4-02-11 4-04-071-08-13 4-07-09 5-03-08 4-10-08 T T TT T T TT T T T 2-07-01' '1 4-04-07 T 0-04-15 5-05-12 0-04-15 -1 5-01-08 1' 15-09-12 15-06-08 T 1' T 12M-5x6(S) M 4x6 7 M- x8 M- x4 1 M-4x6 1P 7.00 1/ y 1 Wind: M-5x6(S) X17.00 0.25" 5 0.25' of M-3x4\1\ + o 3x5 o M-1.5x3 7 M-4x6 M-1.5x3 K o y� 5 16 CO s;�_ = _ � ' M-5x10 M-3x4 0 17 19 20 a 22 ii. ro M-4x6+ o M-5x10 M-3x4 0.2 M-3x4 M-4x6 0 0 2.75 1.89°M-4x8 M-5x8(S) 12 1- 0 32 y y y y y y y 1 5-05-0 6-06-10 5-05-14 1108-02 5-07-14 5-05-12 7-06 7-07-12 y 2,-05-08 13-01-04 , 2-001 25-11-08 Y ), 14-06 29-00-04 y 2-00 y 43-06-04 OB NAME : 5-A POLYGON NH - BH2 Scale: 0.1286 WARNINGS: GENERAL NOTES,unless otherwise noted: 1. Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual r u S S: BH2 and Warnings before construction commences. building component.Applicability of design parameters and proper 2.2x4 compression web bracing must be installed where shown+- incorporation of component is the responsibility of the building designer. IES. BY: E E 3.Additional temporary bracing to insure stability during construction 2. Design assumes the top and bottom chords to be laterally braced at 2'o.c.and at 10'o.c.respectively unless braced throughout their len is the responsibility of the erector.Additional permanent bracing of 9th). ATE: 8/22/2014 the overall structure is the responsibility of the buildingdesigner. continuousImpactsheathing such bas cing required e sheathing(TC)s over+drywall(BC). P° riY 9 3. bridgingois th lateral boning i y of e where shown 4.No load should be applied to any component until after all bracing and 4. Installation of truss is the responsibility of the respective contractor. ;EQ. : 6037159 fasteners are complete and at no time should any bads greater than 5.Design assumes trusses are to be used in a non-corrosive environment, RANS I D: 406556 design loads be applied to any component 6. andaassumes condition" bear of fat all supports CompuTrus has no control over and assumes no responsibility for the Design9 shown.Shim or wedge if fabrication,handling,shipment and installation of components. necessary. 6.This design is furnished subject to the limitations set forth 7.Design assumes adequate drainage is provided. IIIVIII IIIA VIII VIII VIII VIII III by 8. Plates shall be located on both faces of truss,and placed so their center TPINVECA in BCSI,copies of which will be furnished upon request MiTek USA,Inc./CompuTrus Software 7.6.6(1 L)-E lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 10.For basic connector plate design values see ESR-1311,ESR-1988(MiTek) ,PAC 1111111 MlSPECIFICATIONS 43-06-04 HIP-D SETBACK 6-00-00 FROM END WALL IBC 2012 2x4 DF 2400F; LOAD DURATION INCREASE = 1.15 (Non-Rep) 1- 2=( 0) 114 2-1 ' 2- 3=(-8240) 2291 15-1 2x6 KDDF q1&BTR T2, T3 LOADING 3- 4=(-6514) 2010 16-1 2x6 KDDF STANDLL = 25 PSF Ground Snow (Pg) 4- 5=(-6058) 2101 17-1 BS: 2x4 KDDF STAND; TC UNIF LL( 50.0)+DL( 14.0)= 64.0 PLF 0'- 0.0' TO 12'- 0.0' V 5- 6=( 0) 0 18-1 2x4 STAND A; 2x6 KDDF STAND B TC UNIF LL( 100.0)+DL( 28.0)= 128.0 PLF 12'- 0.0' TO 31'- 6.2' V 5- 7=(-5197) 1853 19- 2 TC UNIF LL( 50.0)+DL( 14.0)= 64.0 PLF 31'- 6.2' TO 43'- 6.2' V 7- 8=(-6026) 2221 20-2 LATERAL SUPPORT <= 12'0C. UON. BC UNIF LL( 0.0)+DL( 40.0)= 40.0 PLF 0'- 0.0' TO 43'- 6.2' V 8- 9=(-5957) 2233 21-2 LATERAL SUPPORT <= 12'OC. UON. 9-10=(-6194) 2281 22-1 TC CONC LL( 500.0)+DL( 140.01= 640.0 LBS @ 12'- 0.0' 10-12=(-4749) 1699 TC CONC LL( 500.0)+DL( 140.0;= 640.0 LBS @ 31'- 6.2' 11-12=) 0) 0 TE: 2x4 BRACING AT 24'0C UON. FOR12-13=(-5572) 1920 L FLAT TOP CHORD AREAS NOT SHEATHED BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE 13-14=(-5833) 1764 LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2012. THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. BEARING ERHANGS: 24.0' 0.0' LOCATIONS o'- o.o• -10 nnector plate prefix designators: 40'- 0.0' -9 CN,C18,CN18 (or no prefix) = CompuTrus, Inc M2OHS,M18HS,M16 = MiTek MT series ICOND. 2: Desi For hanger specs. - See approved plans VE MA • MAX TL C MA MAX TL C 11-11-11 19-10-02 11-08-07 4-04 0-06-10 2-03-08 5-02-05 0-06-10 5-08-10 2-09 4-04 '-02-1 5-05-13 4-07-11 ' 5-05-02 T T T TT T T T T TT T Wind: 11-06-08 11-09-12 T y640# 1640# 12 12 M5�12M 3x5 M-7x ( ) 7.00 V M 8x4 0.25' -M-4x4 11 M-5x10 J 7.00 9 1° 2 11° - im sca‘lb oo M-3x4 /\ M 3x4 v in M-3x8 °O M18HS 3x18 M-7x12 co0 l/r 16 17 1'� I!0 o 2 =1M-8x8 M-3x4 M-4x8 211-8x8 t9 0,2 ° M-3x10 M-1.5x31 14* o M-4x6+ M-4x6+M18HS-7x14 =M 8x8(S) a 2.75 2.75 v 12 12 ,, -05-0$ 4-04 4-05-12 3-02-11.2-00, 8-01 7-11-04 5-05-02 5-06-14 , ,k /, 12-00-08 2-00 27-00-04 y 2-00 43-06-04 OB NAME : 5-A POLYGON NH - BH1 Scale: 0.1366 WARNINGS: GENERAL NOTES,unless otherwise noted: 1.Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual r USS: BH1 and Warnings before construction commences. building component Applicability of design parameters and proper 2.2x4 compression web bracing must be installed where shown+, incorporation of component is the responsibility of the building designer. 3.Additional temporary bracing to insure stability during construction 2.Design assumes the top and bottom chords to be laterally braced at 2'o.c.and at 10'o.c.respectively unless braced throughout their length by IES. BY: EE is the responsibility of the erector.Additional permanent bracing of continuous sheathing such as plywood sheathing(TC)and/or drywall(BC). IAT E: 8/22/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ 4. No load should be applied to any component until after all bracing and 4. Installation of truss is the responsibility of the respective contractor. ;EQ. : 6037160 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, design loads be applied to any component and are for"dry condition'of use. 6.Design assumes full bearing at all supports shown.Shim or wedge if RANS I D: 406556 5.CompuTrus has no control over and assumes no responsibility for the necessary. fabrication,handling,shipment and installation of components. 7.Design assumes adequate drainage is provided. 6.This design is furnished subject to the limitations set forth by 8. Plates shall be located on both faces of truss,and placed so their center VIII VIII VIII VIII VIII VIII 11111 IIl IIII TPI/k U Ain BCSI,copies of which will be 7.6ed upon request lines coincide with joint center lines. 9. Digits indicate size of plate in inches. MiTek USA,Inc./CompuTrus Software 7.6.6(1 L)-E 10.For basic connector plate design values see ESR-1311,ESR-1988(MTek) 111111F PAC .MBER SPECIFICATIONS TRUSS SPAN 20'- 6.0' . 2x4 KDDF #16BTR LOAD DURATION INCREASE = 1.15 2x4 KDDF #1$BTR SPACED 24.0' O.C. BS: 2x4 KDDF STAND LOADING LATERAL SUPPORT <= 12'OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF LATERAL SUPPORT <= 12'OC. UON. DL ON BOTTOM CHORD = 10.0 PSF TOTAL LOAD = 42.0 PSF ERHANGS: 12.0' 12.0' LL = 25 PSF Ground Snow (Pg) BEARING nnector plate prefix designators: LOCATIONS CN,C18,CN18 (or no prefix) = CompuTrus, Inc BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE 0'- 0.0' -1 M2OHS,M18HS,M16 = MiTek MT series LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2012. 20'- 6.0' -1 THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. ICOND. 2: Desi 10-03 10-03 VE MAX TL C 5-02 5-01 5-01 5-02 MA 12 MAX TL C M-4x6 12 MAX TLMA C 14.00 r N 14.00 4 4.0' A- # i Wind: v M-1.5x3 M-1.5x3 A\ / co 0 ci 0 0 Co ......„._, E r -- . r0e 9 o M-3x4 0.25' M-3x4 M-3x4o A- M-5x6(S) ,1 y 3, y 6-10-15 6-08-02 6-10-15 3- fr ), ), 1-00 20-06 1-00 OB NAME : 5-A POLYGON NH - C2 Scale: 0.2044 WARNINGS: GENERAL NOTES,unless otherwise noted: _ 1.Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual r u S S: C2 and Warnings before construction commences. building component Applicability of design parameters and proper 2.2x4 compression web bracing must be installed where shown+. incorporation of component is the responsibility of the building designer. 3.Additional temporary bracing to insure stability during construction 2.Design assumes the top and bottom chords to be laterally braced at IES. BY: EE is the responsibility of the erector.Additional permanent bracing of 2'o.c.and at 10'o.c.respectively unless braced throughout their length by continuous sheathing such as plywood sheathing(TC)and/or drywall(BC). ATE: 8/22/2014 the overall structure is the responsibility of the building designer. 3.2x impact bridging or lateral bracing required where shown++ 4. No load should be applied to any component until after all bracing and 4. Installation of truss is the responsibility of the respective contractor. ;EQ. : 6037161 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, design loads be applied to any component and are for"dry condition"of use. BANS I D: 406556 5.CompuTrus has no control over and assumes no responsibility for the 6. Design assumes full bearing at all supports shown.Shim or wedge if necessary. fabrication,handling,shipment and installation of components. 7. Design assumes adequate drainage is provided. 6.This design is fumished subject to the limitations set forth by 8. Plates shall be located on both faces of truss,and placed so their center VIII IIID 11111 11011111111111 IIIVIIIVIII 11 IIII IIII TPI/WfCA in BCSI,copies of which will be furnished upon request lines coincidewith joint center lines. 9. Digits indicate size of plate in inches. MiTek USA,Inc./CompuTrus Software 7.6.6(1 L)-E 10.For basic connector plate design values see ESR-1311,ESR-1988(MiTek) 1 II 1111 .PAC MBER SPECIFICATIONS TRUSS SPAN 20'- 6.0' [COND. 2: Desi 2x4 KDDF #1&BTR LOAD DURATION INCREASE = 1.15 . 2x4 DF #1&BTR; SPACED 24.0' O.C. 2x4 KDDF #1&BTR 82 LOADING LATERAL SUPPORT <= 12'OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF LATERAL SUPPORT <= 12'OC. UON. DL ON BOTTOM CHORD = 10.0 PSF TOTAL LOAD = 42.0 PSF Wind: nnector plate prefix designators: CN,C18,CN18 (or no prefix) = CompuTrus, Inc LL = 25 PSF Ground Snow (Pg) M2OHS,M18HS,M16 = MiTek MT series LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 10-03 10-03 T 12 ilM-4x4 12 14.00 V � \J 14.00 v CO C;) A111111111111111111hikM'-3x4 M-3x5(S) M-3x4 y y y 6-10-15 13-07-01 1-00 20-06 1-00 OB NAME : 5-A POLYGON NH - Cl Scale: 0.2158 WARNINGS: GENERAL NOTES,unless otherwise noted: 1. Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual r U S s: Cl and Warnings before construction commences. building component Applicability of design parameters and proper 2.2x4 compression web bracing must be installed where shown+, incorporation of component is the responsibility of the building designer. 3.Additional temporary bracing to insure stability during construction 2. Design assumes the top and bottom chords to be laterally braced at jES. BY: EE is the responsibility of the erector.Additionalpermanent bracingof 2'nti o.c.and at 10'o.c.respectively unless braced throughout their length by po ty continuous sheathing such as plywood sheathing(TC)and/or drywall(BC). jAT E. 8/22/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ 4. No load should be applied to any component until after all bracing and 4. Installation of truss is the responsibility of the respective contractor. ;EQ. : 6037162 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, design loads be applied to any component and are for"dry condition"of use. BANS I D: 406556 5.CompuTrus has no control over and assumes no responsibility for the 6.Design assumes full bearing at all supports shown.Shim or wedge if necessary. fabrication,handling,shipment and installation of components. 7.Design assumes adequate drainage is provided. 6.This design is furnished subject to the limitations set forth by 8. Plates shall be located on both faces of truss,and placed so their center VIII VIIIIII V1111 VIII VIII VIII 111111 TPIIWiCA in BCSI,copies of which will be famished upon request. git coincideitwith joint centere. 9. Digits indicate size of plate in inches. MiTek USA,Inc./CompuTrus Software 7.6.6(1 L)-E 10.For basic connector plate design values see ESR-1311,ESR-1988(MiTek) 1111111 PAC ,MBER SPECIFICATIONS 20-06-00 GIRDER SUPPORTING 43-09-08 FROM 7-00-00 TO 20-00-00 IBC 2012 2x4 KDDF #1&BTR LOAD DURATION INCREASE = 1.15 (Non-Rep) 1- 2=1 0) 86 2- 9=( 2x8 KDDF #1&BTR 2- 3=( -8954) 2004 9-10=) BS: 2x4 KDDF STAND; LOADING 3- 4=( -8738) 2060 10-11=( 2x6 KDDF #2 A LL = 25 PSF Ground Snow (Pg) 4- 5=( -6390) 1640 11-12=( TC UNIF LL( 50.0)+DL( 14.0)= 64.0 PLF 0'- 0.0' TO 20'- 6.0' V 5- 6=( -6390) 1640 12-13=( LATERAL SUPPORT <= 12'OC. UON. BC UNIF LL( 0.0 +DL 20.0)= 20.0 PLF 0'- 0.0' TO 7'- 0.0' V 6- 7=( -8600) 2028 13- 8=( LATERAL SUPPORT <= 12'OC. UON. BC UNIF LL522.4)+DL( 375.2(= 897.6 PLF 7'- 0.0' TO 20'- 0.0' V 7- 8=(-10200 2302 BC UNIF LL( 0.0)+DL( 20.0)= 20.0 PLF 20'- 0.0' TO 20'- 6.0' V ERHANGS: 12.0' 0.0' ADDL: BC CONC LL+DL= 3751.0 LBS @ 6'- 0.0' BEARING nnector plate prefix designators: LOCATIONS CN,C18,CN18 (or no prefix) = CompuTrus, Inc LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 0'- 0.0' -17 M2OHS,M18HS,M16 = MiTek MT series REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. 20'- 6.0' -21 2 ) complete trusses required. BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP Join together 2 ply with 3'x.131 DIA GUN AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 'COND. 2: Desi nails staggered at: VE 9' oc in 1 row(s) throughout 2x4 top chords, MA 5' oc in 2 row(s) throughout 2x8 bottom chords, MAX TL C 9' oc in 1 row(s) throughout 2x4 webs, 9' oc in 2 row(s) throughout 2x6 webs. *** HANGER TO APPLY CONC. MAX TL MA C LOAD(S) EQUALLY TO ALL MEMBERS. 10-03 10-03 3-02-04�2-11-08� 4-01-04 4-01-04 �2-09-12� 3-04 12 12 M-5x8 14.00/ \14.00 55.0" Wind: di`; M M-3x8 M-3x6 NJ- . to 0 C•3 M-4x12 LA\_M-5x16 41 -5x16 0 8 M-195x3 M-7/x12 10.25' M-6x10 M-3x10 8 0 y y ***°13751=M-10)10(S) y y y , .3-02-04 2-08 4-04-12 4-04-12 2-08 3-02-04 , 1-00 20-06 OB NAME : 5-A POLYGON NH - C3 Scale: 0.1681 WARNINGS: GENERAL NOTES,unless otherwise noted: - 1. Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual r u S S: C3 and Warnings before construction commences. building component Applicability of design parameters and proper 2.2x4 compression web bracing must be installed where shown+, incorporation of component is the responsibility of the building designer. 3.Additional temporary bracing to insure stability during construction 2.Design assumes the top and bottom chords to be laterally braced at IES" BY: EE is the responsibility of the erector.Additional2'o.c.and at 10'o.c.respectively unless braced throughout their length by spo ty permanent bracing of continuous sheathing such as plywood sheathing(TC)and/or drywall(BC). IAT E: 8/22/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ 4. No load should be applied to any component until after all bracing and 4. Installation of truss is the responsibility of the respective contractor. ;EQ. : 6037163 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, design loads be applied to any component and are for"dry condition"of use. RANS I D: 406556 5.CompuTrus 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. necessary. 7.Designlaesassumes locatedadeqone drainage is provided. 6.This design is furnished subject to the limitations set forth by 8. Plates shall be both faces of truss,and placed so their center IIIII IIIA(IIII VIII VIII VIII VIII IIII IIIITPINVECA in BCSI,copies of which will be furnished upon request. lines coincide with joint center lines. 9. Digits indicate size of plate in inches. MiTek USA,Inc./CompuTrus Software 7.6.6(1 L)-E 10.For basic connector plate design values see ESR-1311,ESR-1988(MiTek) 111101 PAC MBER SPECIFICATIONS TRUSS SPAN 11'- 8.0' , 2x4 KDDF #1&BTR LOAD DURATION INCREASE = 1.15 2x4 KDDF #1&BTR SPACED 24.0' O.C. BS: 2x4 KDDF STAND LOADING LATERAL SUPPORT <= 12'OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF LATERAL SUPPORT <= 12'OC. UON. DL ON BOTTOM CHORD = 10.0 PSF TOTAL LOAD = 42.0 PSF BEARING ERHANGS: 12.0' 12.0' LOCATIONS LL = 25 PSF Ground Snow (Pg) 0'- 0.0' -1 nnector plate prefix designators: 11'- 8.0" -1 CN,C18,CN18 (or no prefix) = CompuTrus, Inc BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE M2OHS,M18HS,M16 = MiTek MT series LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2012. 'COND. 2: Desi THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. VE 5-10 5-10 MA T MAX TL C 12 12 MA M-4x6 MAX TL C 14.00/ N14.00 MAX TC PANE 34.0" MAX TC PANE * y Allii6116, Wind: 0 in 0 00 0 0 r,- Lo . o c:?/--- �� 6 ►�, o M-3x4 M-1.5x3 M-3x4 y y y 5-10 5-10 * * )' * 1-00 11-08 1-00 OB NAME : 5-A POLYGON NH - D2 Scale: 0.3596 WARNINGS: GENERAL NOTES,unless otherwise noted: 1. Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual -r u s s: D2 and Warnings before construction commences. building component.Applicability of design parameters and proper 2.2x4 compression web bracing must be installed where shown+, incorporation of component is the responsibility of the building designer. 3.Additional temporary bracing to insure stability during cons2.Design assumes the top and bottom chords to be laterally braced at 2'o.c.and at 10'o.c.respectively unless braced throughout their length by IES. BY: EE is the responsibility of the erector.Additional permanent bracing of continuous sheathing such as plywood sheathing(TC)and/or drywall) C). lAT E: 8/22/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ 4.No load should be applied to any component until after all bracing and 4. Installation of truss is the responsibility of the respective contractor. ;EQ. : 6037164 fasteners are complete and at no time should any loads greater than 5.Design assumes trusses areto be used in a non-corrosive environment, design loads be applied to any component. and are for"dry condition"of use. BANS I D: 406556 5.CoruTrus has no control over and assumes no responsibility for the 6. Design assumes full bearing at all supports shown.Shim or wedge if necessary. fabrication,handling,shipment and installation of components. 7. Design assumes adequate drainage is provided. 6.This design is furnished subject to the limitations set forth by 8. Plates shall be located on both faces of truss,and placed so their center URDU VIII(IIII(IIII VIII VIII 1111 IIII TPIM?CA in BCSI,copies of which will be furnished upon request lines coincidentwith jointplate in 9. Digits nsize of plate to lines. MiTek USA,Inc./CompuTrus Software 7.6.6(1 L)-E 10.For basic connector plate design values see ESR-1311,ESR-1988(MiTek) 111MM. PAC .MBER SPECIFICATIONS TRUSS SPAN 11'- 8.0' ICOND. 2: Desi . 2x4 KDDF #1&BTR LOAD DURATION INCREASE = 1.15 2x4 KDDF #1&BTR SPACED 24.0. O.C. LATERAL SUPPORT <= 12'0C. UON. LOADING LATERAL SUPPORT <= 12'OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF DL ON BOTTOM CHORD = 10.0 PSF nnector plate prefix designators: TOTAL LOAD = 42.0 PSF CN,C18,CN18 (or no prefix) = CompuTrus, Inc Wind: M2OHS,M18HS,M16 = MiTek MT series LL = 25 PSF Ground Snow (Pg) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 5-10 5-10 12 IIM-4x4 12 /- 14.00 V „ N14.00 11111111111111111 0 u7 0 co 0 0 u7 u7 o� . -/0 M-3x4 M-3x4 A- ) ,1 i, y 1-00 11-08 1-00 OB NAME : 5-A POLYGON NH - D1 Scale: 0.3526 WARNINGS: GENERAL NOTES,unless otherwise noted: _ 1. Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual ("USS: D1 and VVamings before construction commences. building component.Applicability of design parameters and proper 2.2x4 compression web bracing must be installed where shown+, incorporation of component is the responsibility of the building designer. 3.Additional temporary bracing to insure stability during construction 2.Design assumes the top and bottom chords to be laterally braced at IES. BY: EE is the responsibility of the erector.Additional permanent bracing of 2'o.c.and at 10'o.c.respectively unless braced throughout their length by continuous sheathing such as plywood sheathing(TC)and/or drywall(BC). ATE: 8/22/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ 4.No load should be applied to any component until after all bracing and 4. Installation of truss is the responsibility of the respective contractor. f EQ. : 6037165 fasteners am complete and at no time should any loads greater than 5. Design assumes condition"of use. BANS ID: 406556 5.CompuTrus has no control over and assumes no responsibility for the 6.Design assumes full bear ng at all supports shown.Shim or wedge if fabrication,handling,shipment and installation of components. necessary. 7. Designlaesassumesadequateneboth drainage is optruss,a 6. This design is furnished subject to the limitations set forth by 8. Plates shall be located on both faces of truss,and placed so their center VIII VIII II 11111 IIIVIIIVIII 11111 IIII IIII TPUIMICA in BCSI,copies of which will be furnished upon request lines coincide with joint center lines. 9. Digits indicate size of plate in inches. MiTek USA,Inc./CompuTrus Software 7.6.6(1 L)-E 10.For basic connector plate design values see ESR-1311,ESR-1988(MiTek) 1111111 ,PAC MBER SPECIFICATIONS 11-08-00 GIRDER SUPPORTING 43-09-08 FROM 0-00-00 TO 4-08-00 2x4 KDDF #16BTR LOAD DURATION INCREASE = 1.15 (Non-Rep) 1- 2 ' ' 2x6 KDDF #18BTR 2- 3 BS: 2x4 KDDF STAND; LOADING 3- 4 2x8 DF SS A; LL = 25 PSF Ground Snow (Pg) 4- 5 2x6 KDDF #2 B TC UNIF LL( 50.0)+DL( 14.0)= 64.0 PLF 0'- 0.0' TO 11'- 8.0' V 5- 6 BC UNIF LL( 522.4)+DL( 375.2)= 897.6 PLF 0'- 0.0' TO 4'- 8.0' V LATERAL SUPPORT <= 12'OC. UON. BC UNIF LL( 0.0)+DL( 20.0)= 20.0 PLF 4'- 8.0' TO 11'- 8.0' V LATERAL SUPPORT <= 12'OC. UON. BEARING ADDL: BC CONC LL+DL= 3551.0 LBS @ 5'- 8.0' LOCATIONS ERHANGS: 0.0' 12.0' 0'- 0.0' -12 LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 11'- 8.0' -6 nnector plate prefix designators: REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. CN,C18,CN18 (or no prefix) = CompuTrus, Inc ICOND. 2: Desi M2OHS,M18HS,M16 = MiTek MT series BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VE MA ( 2 ) complete trusses required. MAX TL C _',_ Join together 2 ply with 3'x.131 DIA GUN MA nails staggered at: MAX TL C 9' oc in 1 row(s) throughout 2x4 top chords, 5' oc in 2 row(s) throughout 2x6 bottom chords, *** HANGER TO APPLY CONC. 9' oc in 1 row(s) throughout 2x4 webs, LOAD(S) EQUALLY TO ALL MEMBERS. # 9' oc in 2 row(s) throughout 2x6 webs. 5-10 5-10 1' 3-03 2-07 2-07 3-03 12 M-4x6 12 Wind: 14.00/ 34.0, \14.00 A- MM-3x5 M-3x5 o 111 IV 0 co M-5x10 Al 0 hilli. ,_ 0 T Cii o ►� `n 1'=' 7 8 9 0 o M-3x8 M-8x10 M-1.5x3 M-5x10 • c, y y ***�y3551# y y 3-01-04 2-08-12 2-08-12 3-01-04 y y 11-08 WEDGE REQUIRED AT HEEL(S). 1-00 OB NAME : 5-A POLYGON NH - D3 Scale: 0.2557 WARNINGS: GENERAL NOTES,unless otherwise noted: 1. Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual -r u S S: D3 and Warnings before construction commences. building component Applicability of design parameters and proper 2.2x4 compression web bracing must be installed where shown+. incorporation of component is the responsibility of the building designer. 3.Additional temporary bracing to insure stability during construction2.Design assumes the top and bottom chords to be laterally braced at IES. BY: EE is the responsibility of the erector.Additionalpermanent bracingof 2'c.c.and at 10'o.c.respectively unless braced throughout their length by spo dy continuous sheathing such as plywood sheathing(TC)and/or drywall(BC). lAT E: 8/22/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ 4. No load should be applied to any component until after all bracing and 4. Installation of truss is the responsibility of the respective contractor. ;EQ. : 60`371 66 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, _ design loads be applied to any component and are for"dry condition"of use. RANS I D: 406556 5.CompuTrus has no control over and assumes no responsibility for the 6.Dneceesign assumes full bearing at all supports shown.Shim or wedge if fabrication,handling,shipment and installation of components. ry. 9 P mPo 7.Design assumes adequate drainage is provided. 6.This design is furnished subject to the limitations set forth by 8. Plates shall be located on both faces of truss,and placed so their center 11111 VIII VIII VIII VIII VIII VIII 1111111 TPVWfCA in BCSI,copies of which will be furnished upon request git coincideiitwith joint ate in e. 9. Digitssdsize of plate in inches.li . MiTek USA,Inc./CompuTrus Software 7.6.6(1 L)-E 10.For basic connector plate design values see ESR-1311,ESR-1988(MiTek) !HIM, PAC MBER SPECIFICATIONS TRUSS SPAN 6'- 0.0' 2x4 KDDF #18BTR LOAD DURATION INCREASE = 1.15 . 2x4 KDDF #16BTR SPACED 24.0' O.C. LATERAL SUPPORT <= 12'0C. UON. LOADING LATERAL SUPPORT <= 12'OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF BEARING DL ON BOTTOM CHORD = 10.0 PSF LOCATIONS ERHANGS: 12.0' 0.0' TOTAL LOAD = 42.0 PSF 0'- 0.0' - 5'- 9.2' -1 nnector plate prefix designators: LL = 25 PSF Ground Snow (Pg) 6'- 0.0' CN,C18,CN18 (or no prefix) = CompuTrus, Inc M20HS,M16HS,M16 = MiTek MT series BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE )GOND. 2: Desi LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2012. 5-10 THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. VE MA /- -/ MAX TL C MAX TC PANE MAX TC PANE 12 14.00/ Wind: u7 0 cv •0 ~ 0 rn 0 c) 0 in ////e) o� o -/ 4 l'''--.1--41 M-3x4 s-- k ), y 1-00 6-00 1PROVIDE FULL BEARING:Jts:2,443J OB NAME : 5-A POLYGON NH - J13 Scale: 0.4281 WARNINGS: GENERAL NOTES,unless otherwise noted: 1. Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual r u S S: J13 and Warnings before construction commences. building component Applicability of design parameters and proper 2.2x4 compression web bracing must be installed where shown+. incorporation of component is the responsibility of the building designer. 2. Design assumes the top and bottom chords to be laterallybraced at IES. BY: E E 3.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of 2'o.c.and at 10'o.c.respectively unless braced throughout their length by continuous sheathing such as plywood sheathing(TC)and/or drywall(BC). ATE: 8/22/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ 4. No load should be applied to any component until after all bracing and 4. Installation of tress is the responsibility of the respective contractor. EQ. : 603 7169 fasteners are complete and at no time should any loads greater than 5.Design assumes trusses areto be used in a non-corrosive environment, RANS I D: 406556 design loads be applied to any component. and Design assumfor es full bearing all supports 5.CompuTrus has no control over and assumes no responsibility for the 6. g ppo shown.Shim or wedge if necessary. fabrication,handling,shipment and installation of components. 7. Design assumes adequate drainage is provided. 6.This design is fumished subject to the limitations set forth by 8.Plates shall be located on both faces of truss,and placed so their center (IIII VIII VIII 11 VIII VIII VIII III TPINVTCA in SCSI,copies of which will be furnished upon request lines coincide with joint center lines. 9. Digits indicate size of plate in inches. MiTek USA,IDC./CompuTrus Software 7.6.6(1 L)-E 10.For basic connector plate design values see ESR-1311,ESR-1988(MiTek) 1 II 1111 .PAC MBER SPECIFICATIONS TRUSS SPAN 10'- 0.0' , 2x4 KDDF #1&BTR LOAD DURATION INCREASE = 1.15 . 2x4 KDDF #1&BTR SPACED 24.0' O.C. LATERAL SUPPORT <= 12.00. UON. LOADING LATERAL SUPPORT <= 12'OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF DL ON BOTTOM CHORD = 10.0 PSF ERHANGS: 12.0' 3.0' TOTAL LOAD = 42.0 PSF BEARING LOCATIONS nnector plate prefix designators: LL = 25 PSF Ground Snow (Pg) 0'- 0.0' - CN,C18,CN18 (or no prefix) = CompuTrus, Inc 5'- 9.2' M2OHS,M18HS,M16 = MiTek MT series BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE 5'- 11.2' -4 LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2012. 10'- 0.0' -1 THE BOTTOM CHORD DEAD hOAD IS A MINIMUM OF 10 PSF. /- --/ ICOND. 2: Desi VE ,, MA MAX TL C MA MAX TL C MAX TC PANE MAX TC PANE 12 14.00/ o Wind: v u) 0 co cmr 0 V) 0 -V 6... 0 1 M-3x4 ), ,1 y y 1-00 6-00 4-03 !PROVIDE FULL BEARING:Jts:2,6,3.4I OB NAME : 5-A POLYGON NH - J12 Scale: 0.2960 WARNINGS: GENERAL NOTES,unless otherwise noted: 1. Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual -r u S s: J12 and Wamings before construction commences. building component.Applicability of design parameters and proper 2.2x4 compression web bracing must be installed where shown+. incorporation of component is the responsibility of the building designer. to insure stability during construction2.Design assumes the top and bottom chords to be laterally braced at 3.Additional temporary bracing ntand at 10' at v unless braced )andby ES. BY: EE is the responsibilityof the erector.Additional permanent bracingof continuous sheathing such as plywood sheathing(TC) drywall(BC). IAT E: 8/22/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ 4.No load should be applied to any component until after all bracing and 4. Installation of truss is the responsibility of the respective contractor. ;EQ. : 6037170 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, _ design loads be applied to any component. and arefor"dry condition"of use. BANS I D: 406556 5.CompuTrus has no control over and assumes no responsibility for the 6. Design assumes full bearing at all supports shown.Shim or wedge if necefabrication,handling,shipment and installation of components. ry 9 P7. Design assumes adequate drainage is provided. 6.This design is furnished subject to the limitations set forth by 8. Plates shall be located on both faces of truss,and placed so their center VIII VIII VIII VIII(IIII VIII VIII IIII IIII TPINVTCA in BCSI,copies of which will be furnished upon request. Digit coincide with joint centere. 9. Dress o ncide size of plate in inches.li . MiTek USA,Inc./CompuTrus Software 7.6.6(1 L}E 10.For basic connector plate design values see ESR-1311,ESR-1988(MiTek) 1111111' PAC .MBER SPECIFICATIONS TRUSS SPAN 10'- 0.0' 2x4 KDDF #1&BTR LOAD DURATION INCREASE = 1.15 2x4 KDDF #1&BTR SPACED 24.0. O.C. LATERAL SUPPORT <= 12'0C. UON. LOADING LATERAL SUPPORT <= 12'0C. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF DL ON BOTTOM CHORD = 10.0 PSF ERHANGS: 12.0' 10.6' TOTAL LOAD = 42.0 PSF BEARING nnector plate prefix designators: LOCATIONS CN,C18,CN18no prefix) LL = 25 PSF Ground Snow (Pg) 0'- 0.0' (or = CompuTrus, Inc 5' 9.2' M2OHS,M18HS,M16 = MiTek MT series BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE 5'- 11.2' -4 LIVE LOAD AT LOCATION(S SPECIFIED BY IBC 2012. 10'- 0.0' -2 THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. 5 ICOND. 2: Desi VE MA MAX TL C MA MAX TL C MAX TC PANE MAX TC PANE /01/°12Wind: 00CO 0� vT0 LOt -V0 A- y y y 1-00 6-00 4-10-09 (PROVIDE FULL BEARINGG:Jts•2 6 3 41 OB NAME : 5-A POLYGON NH - J11 Scale: 0.2753 WARNINGS: GENERAL NOTES,unless otherwise noted: _ 1. Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual ('u S S: J 1 1 and Warnings before construction commences. building component.Applicability of design parameters and proper 2.2x4 compression web bracing must be installed where shown+, incorporation of component is the responsibility of the building designer. 3.Additional temporary bracing to insure stability during construction 2.Design assumes the top and bottom chords to be laterally braced at IES. BY: EE is the responsibility of the erector.Additional permanent bracing of 2'o.c.and at 10'o.c.respectively unless braced throughout their length by IAT E' 8/22/2014 responsibilitybuilding designer. continuous sheathing such as plywood sheathing(TC)and/or drywall(BC). the overall structure is the of the 3.2x Impact bridging or lateral bracing required where shown++ /� 4. No load should be applied to any component until after all bracing and 4. Installation of truss is the responsibility of the respective contractor. E Q. : 6037171 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, RANS I D: 406556 design loads be applied to any component and are for"dry condition"of use. 6.5.CompuTrus has no control over and assumes no responsibility for the Design assumes full bearing at all supports shown.Shim or wedge if fabrication,handling,shipment and installation of components. necessary. 7. Designlaesassumesadequateon eoth faceis oprovided. 6. This design is furnished subject to the limitations set forth by 8. Plates shall be located on both faces of truss,and placed so their center VIII VIII III 1111111111111 IIIVIIIVIII 1111111111 IIIIIIIIIII TPI/WfCA in BCSI,copies of which will be furnished upon request 9. Digits indicate size of late in lines coincide with joint center lines. MiTek USA Inc./CompuTrus Software 7.6.6(1 L)-EFor basic connector plate desiginches. 0. alues see ESR-1311,ESR-1988(MiTek) 111011:1 II IIII ,PAC MBER SPECIFICATIONS TRUSS SPAN 9'- 11.6' 2x4 KDDF #18BTR LOAD DURATION INCREASE = 1.15 2x4 KDDF #16BTR SPACED 24.0' O.C. LATERAL SUPPORT <= 12'OC. UON. LOADING LATERAL SUPPORT <= 12'0C. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF BEARING DL ON BOTTOM CHORD = 10.0 PSF ERHANGS: 12.0' 0.0' TOTAL LOAD = 42.0 PSF LOCATIONS 0'- 0.0• nnector plate prefix designators: LL = 25 PSF Ground Snow (Pg) 5'- 9.2' CN,C18,CN18 (or no prefix) = CompuTrus, Inc 5'- 11.2' -4 M2OHS,M18HS,M16 = MiTek MT series BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE 9'- 11.6' LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2012. THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. !COND. 2: Desi VE MA MAX TL C ;i MAX TC PANE MAX TC PANE 12 Wind: 14.00/ ,, N O O N N O C:) O rpt �A 5.z. M-3x4 ), ), ), 1, 1-00 6-00 3-11-09 !PROVIDE FULL BEARING;Jts:2,5.3.4( OB NAME : 5-A POLYGON NH - J10 Scale: 0.2937 WARNINGS: GENERAL NOTES,unless otherwise noted: 1. Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual -r u S S: J10 and Warnings before construction commences. building component Applicability of design parameters and proper 2.2x4 compression web bracing must be installed where shown+, incorporation of component is the responsibility of the building designer. 3.Additional temporary bracingto insure stabilityduringconstruction 2.Design assumes the top and bottom chords to be laterally braced at Po N 2'o.c.and at 10'o.c.respectively unless braced throughout their length by IES. BY: EE is the responsibility of the erector.Additional permanent bracing of continuous sheathing such as plywood sheathing(TC)and/or drywall(BC). ATE: 8/22/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ 4. No load should be applied to any component until after all bracing and 4. Installation of truss is the responsibility of the respective contractor. ;EQ. : 6037172 fasteners are complete and at no time should any loads greater than 5. Design assumes Wsses are lobe used in a non-corrosive environment, _ design loads be applied to any component and are for"drycondition"of use. 6.Design assumes full bearing at all supports shown.Shim or wedge if BANS I D: 406556 5.CompuTrus has no control over and assumes no responsibility for the necessary. fabrication,handling,shipment and installation of components. 7.Design assumes adequate drainage is provided. 6.This design is furnished subject to the limitations set forth by 8. Plates shall be located on both faces of truss,and placed so their center VIII 11111 11111 VIII 11111111111 IIII(IIII(IIII 11111 TPUWTCA in BCSI,copies of which will be furnished upon request. git coincideitwith joint centere. 9. Digitssndsize of plate in inches.li . MiTek USA,Inc./CompuTrus Software 7.6.6(1 L}E 10.For basic connector plate design values see ESR-1311,ESR-1988(M7ek) H11111-. nu, PAC MBER SPECIFICATIONS TRUSS SPAN 8'- 11.6' 2x4 KDDF #1&8TR LOAD DURATION INCREASE = 1.15 2x4 KDDF #1&BTR SPACED 24.0' 0.C. LATERAL SUPPORT <= 12'OC. UON. LOADING LATERAL SUPPORT <= 12'OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF DL ON BOTTOM CHORD = 10.0 PSF BEARING ERHANGS: 12.0' 0.0' TOTAL LOAD = 42.0 PSF LOCATIONS 0'- 0.0' nnector plate prefix designators: LL = 25 PSF Ground Snow (Pg) 5'- 9.2' CN,C18,CN18 (or no prefix) = CompuTrus, Inc 5'- 11.2' -3 M2OHS,M18HS,M16 = MiTek MT series BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE 8'- 11.6' LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2012. THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. 'COND. 2: Desi VE MA MAX TL C MAX TO PANE MAX TC PANE 12 14.00 7' Wind: N O � N O - 5►=. M-3x4 A- 1-00 6-00 2-11-09 [PROVIDE FULL BEARING'Jts'2 5 4J OB NAME : 5-A POLYGON NH - J9 Scale: 0.3208 WARNINGS: GENERAL NOTES,unless otherwise noted: _ 1. Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual �"u S S: aJ 9 and Warnings before construction commences. building component Applicability of design parameters and proper 2.2x4 compression web bracing must be installed where shown+. incorporation of component is the responsibility of the building designer. 3.Additional temporary bracing to insure stability during construction 2. Design assumes the top and bottom chords to be laterally braced at IES. BY: EE is the responsibility of the erector.Additional 2'o.c.and at 10'o.c.respectively unless braced throughout their length by po ly permanent bracing of continuous sheathing such as plywood sheathing(TC)and/or drywall(BC). ATE: 8/22/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ 4. No load should be applied to any component until after all bracing and 4. Installation of truss is the responsibility of the respective contractor. ;EQ. : 603 7173 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, BANS I D: 406556 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 full bearing at all supports shown.Shim or wedge if nfabrication,handling,shipment and installation of components. Designecessary. 7. laesassumes adequate one both drainageaciso sed. 6.This design is furnished subject to the limitations set forth by 8. Plates shall be located both faces of truss,and placed so their center 11111 11111 11111 111 VIII 11111 VIII IIII IIII TPI/WTCA in BCSI,copies of which will be furnished upon request. lines coincide with joint center lines. 9. Digits indicate size of plate in inches. MiTek USA,Inc./CompuTrus Software 7.6.6(1 L)-E 10.For basic connector plate design values see ESR-1311,ESR-1988(MTek) MIME►111 ,PAC MBER SPECIFICATIONS TRUSS SPAN 7'- 11.6' 2x4 KDDF #1&BTR LOAD DURATION INCREASE = 1.15 2x4 KDDF M1&BTR SPACED 24.0' O.C. LATERAL SUPPORT <= 12'OC. UON. LOADING LATERAL SUPPORT <= 12'0C. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF DL ON BOTTOM CHORD = 10.0 PSF BEARING ERHANGS: 12.0' 0.0' TOTAL LOAD = 42.0 PSF LOCATIONS 0'- 0.0' nnector plate prefix designators: LL = 25 PSF Ground Snow (Pg) 5'- 9.2' CN,C18,CN18 (or no prefix) = CompuTrus, Inc 5'- 11.2' -3 M2OHS,M18HS,M16 = MiTek MT series BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE 7'- 11.6' LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2012. THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. 'COND. 2: Desi /- -/ VE MA MAX TL C MAX TC PANE MAX TC PANE :1/41.111M11.1M1=1 Wind: NO- OOOOO O Lt)O� 5►� !O > / y y 1-00 6-00 1-11-09 'PROVIDE FULL BEARING:Jts:2,5,3,41 OB NAME : 5-A POLYGON NH - J8 Scale: 0.3559 WARNINGS: GENERAL NOTES,unless otherwise noted: 0 1. Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual -r,u S S: J8 and Warnings before construction commences. building component Applicability of design parameters and proper 2.2x4 compression web bracing must be installed where shown+, incorporation of component is the responsibility of the building designer. 3.Additional temporary bracing to insure stability during construction 2.Design assumes the top and bottom chords to be laterally braced at IES. BY: EE is the responsibility of the erector.Additionalpermanent bracingof 2'o.c.and at 10'o.c. a respectively unless braced throughout their length by " po ry continuous sheathing such as plywood sheathing(TC)and/or drywall(BC). IAT E: 8/22/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ 4. No load should be applied to any component until after all bracing and 4. Installation of truss is the responsibility of the respective contractor. ;EQ. : 6037174 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, _ design loads be applied to any component and are for"dry condition"of use. RANS I D: 406556 5.CompuTrus has no control over and assumes no responsibility for the 6.De�s�ssumes full bearing at all supports shown.Shim or wedge if nefabrication,handling,shipment and installation of components. ry 9 Prce7.Design assumes adequate drainage is provided. 6.This design is fumished subject to the limitations set forth by 8. Plates shall be located on both faces of truss,and placed so their center 1111111111111111111 III IIII VIII VIII VIII 111111111111111 LII VIII IIII IIII TPIM/rCA in BCSI,copies of which will be furnished upon request git coincideiiatwith jointcentere. II 9. Digitssndsize of plate in inches.li . MiTek USA,Inc./CompuTrus Software 7.6.6(1 L)-E 10.For basic connector plate design values see ESR-1311,ESR-1988(Welt) 1111111' PAC ,MBER SPECIFICATIONS TRUSS SPAN 6'- 0.0' 2x4 KDDF #1&BTR LOAD DURATION INCREASE = 1.15 2x4 KDDF #1&BTR SPACED 24.0' O.C. LATERAL SUPPORT <= 12.00. UON. , LOADING LATERAL SUPPORT <= 12.00. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF DL ON BOTTOM CHORD = 10.0 PSF BEARING ERHANGS: 12.0' 11.6' TOTAL LOAD = 42.0 PSF LOCATIONS 0'- 0.0' nnector plate prefix designators: LL = 25 PSF Ground Snow (Pg) 5'- 9.2' CN,C18,CN18 (or no prefix) = CompuTrus, Inc 6'- 0.0' -2 M2OHS,M18HS,M16 = MiTek MT series BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2012. (COND. 2: Desi THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. 4 VE MA MAX TL C MA MAX TL C MAX TC PANE MAX TC PANE Ij 12 14.00 7 Wind: N O n O O CO O O) Le, �� O� ►�.11111111111111111111111111. 5,. M-3x4 A- 1-00 6-00 0-11-09 [PROVIDE FULL BEARING:Jts:2.5.3I OB NAME : 5-A POLYGON NH - J7 Scale: 0.3882 WARNINGS: GENERAL NOTES,unless otherwise noted: _ 1. Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual r u S S: J7 and Warnings before construction commences. building component Applicability of design parameters and proper 2.2x4 compression web bracing must be installed where shown+. incorporation of component is the responsibility of the building designer. 3.Additional temporary bracing to insure stability during construction 2' Design assumes the top and bottom chords to be laterally braced at IES. BY: EE is the responsibility of the erector.Additional permanent bracing of 2'o.c.and at 10'o.c.respectively unless braced throughout their lengthby continuous sheathing such as plywooding(TC)andlor drywall B(C). IAT E: 8/22/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ 4. No load should be applied to any component until after all bracing and 4. Installation of truss is the responsibility of the respective contractor. ;EQ. : 6037175 fasteners are complete and at no time should any loads greater than 5.Design assumes busses are to be used in a non-corrosive environment, design loads be applied to any component and are for"dry condition"of use. RANS I D: 406556 5.CompuTrus 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. necessary. 7. Designlaesassumes adequate ne drainage ioprovided. and This design is furnished subject to the limitations set forth by 8. Plates shall be located on both faces of truss,and placed so their center VIII VIII(IIII VIII VIII VIII VIII IIII IIIITPIM?CA in BCSI,copies of which will be famished upon request git coincide with joint centerlines. 9. Digits indicate size inch of plate in inches. MiTek USA,Inc./CompuTrus Software 7.6.6(1 L)-E 10.For basic connector plate design values see ESR-1311,ESR-1988(MiTek) 1111111 ,PAC MBER SPECIFICATIONS TRUSS SPAN 6'- 0.0' 2x4 KDDF #1&BTR LOAD DURATION INCREASE = 1.15 . 2x4 KDDF #1&BTR SPACED 24.0' O.C. LATERAL SUPPORT <= 12'OC. UON. LOADING LATERAL SUPPORT <= 12'0C. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF BEARING DL ON BOTTOM CHORD = 10.0 PSF LOCATIONS ERHANGS: 12.0' 0.0' TOTAL LOAD = 42.0 PSF 0'- 0.0' 5'- 9.2' nnector plate prefix designators: LL = 25 PSF Ground Snow (Pg) 5'- 11.6' -1 CN,C18,CN18 (or no prefix) = CompuTrus, Inc M2OHS,M18HS,M16 = MiTek MT series BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE ICOND. 2: Desi LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2012. 5-11-09 THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. VE MA MAX TL C /- -/ MAX TC PANE MAX TC PANE Ij 12 14.00/ Wind: N U.) a CO O Ln �� -/ ►� 4► M-3x4 s- y ,1 y 1-00 6-00 (PROVIDE FULL BEARING'Jts:2.4.31 OB NAME : 5-A POLYGON NH - J6 Scale: 0.4179 WARNINGS: GENERAL NOTES,unless otherwise noted: 1.Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual r u S S• J6 and Warnings before construction commences. building component Applicability of design parameters and proper 2.2x4 compression web bracing must be installed where shown+. incorporation of component is the responsibility of the building designer. 3.Additional temporary bracing to insure stability during construction 2. Design assumes the top and bottom chords to be laterally braced at 2'o.c.and at 10'o.c.respectively unless braced throughout their length by IES. BY: EE is the responsibility of the erector.Additional permanent bracing of continuous sheathing such as plywood sheathing(TC)and/or drywall(BC). IAT E: 8/22/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ 4.No load should be applied to any component until after all bracing and 4. Installation of truss is the responsibility of the respective contractor. ;EQ. : 6037176 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, design loads be applied to any component and are for"dry condition"of use. RANS I D: 406556 5.CompuTrus has no control over and assumes no responsibility for the 6.Design assumes full beadng at all supports shown.Shim or wedge if necessary. fabrication,handling,shipment and installation of components. 7.Design assumes adequate drainage is provided. 6.This design is furnished subject to the limitations set forth by 8. Plates shall be located on both faces of truss,and placed so their center VIII VIII VIII(III)VIII VIII VIII(III(III TPI/W1-CA in BCSI,copies of which will be furnished upon request. Digs coincidewith joint center lines. 9. Digits indicate size of platete inch in inches. MTek USA Int./CompuTrus Software 7.6.6(1 L)-E 10.For basic connector plate design values see ESR-1311,ESR-1988(MiTek) 1111111• PAC ,MBER SPECIFICATIONS TRUSS SPAN 6'- 0.0' . 2x4 KDDF R1&BTR LOAD DURATION INCREASE = 1.15 . 2x4 KDDF #1&BTR SPACED 24.0' O.C. LATERAL SUPPORT <= 12'OC. UON. LOADING LATERAL SUPPORT <= 12'OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF BEARING DL ON BOTTOM CHORD = 10.0 PSF LOCATIONS ERHANGS: 12.0' 0.0' TOTAL LOAD = 42.0 PSF 0'- 0.0' 4'- 10.8' -1 nnector plate prefix designators: LL = 25 PSF Ground Snow (Pg) 6'- 0.0' CN,C18,CN18 (or no prefix) = CompuTrus, Inc M2OHS,M18HS,M16 = MiTek MT series LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL ICOND. 2: Desi REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. VE BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP MA 4-11-09 AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TL C T 1' MA / MAX TL C MAX TC PANE MAX TC PANE 1112 14.00 17 Wind: N C7 � O Co n O X704 -1 M-3x4 y y y 1-00 6-00 rPROVIDE FULL BEARING;Jts:2,3,4I OB NAME : 5-A POLYGON NH - J5 Scale: 0.4549 WARNINGS: GENERAL NOTES,unless otherwise noted: _ 1. Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual r u S S: J5 and Warnings before construction commences. building component.Applicability of design parameters and proper 2.2x4 compression web bracing must be installed where shown+, incorporation of component is the responsibility of the building designer. 3.Additional temporary bracing to insure stability during construction 2. Design assumes the top and bottom chords to be laterally braced at IES. BY: EE is the responsibility of the erector.Additional permanent bracing of 2'o.c.and at 10'o.c.respectively unless braced throughout their length by continuous sheathing such as plywoodng(TC)and/or drywall(BC). 'ATE: 8/22/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ 4. No load should be applied to any component until after all bracing and 4. Installation of truss is the responsibility of the respective contractor. ;EQ. : 603 7177 fasteners are complete and at no time should any loads greater than 5.Design assues trusses areto be used in a non-corrosive environment, design loads be applied to any component and are for"mdry condition"of use. BANS I D: 406556 5.CompuTrus has no control over and assumes no responsibility for the 6.Design assumes full bear ng at all supports shown.Shim or wedge if necessary. fabrication,handling,shipment and installation of components. 7. Design assumes adequate drainage is provided. 6.This design is furnished subject to the limitations set forth by 8.Plates shall be located on both faces of truss,and placed so their center 1111111111111111011111111111111111111111 TPIMTCA in BCSI,copies of which will be furnished upon request git coincidentwith joint ate in e. 9. Digits indicate size of plate in inches. MiTek USA,Inc./CompuTrus Software 7.6.6(1 L)-E 10.For basic connector plate design values see ESR-1311,ESR-1988(MiTek) 1111111 ,PAC MBER SPECIFICATIONS TRUSS SPAN 6'- 0.0' . 2x4 KDDF #1&BTR LOAD DURATION INCREASE = 1.15 2x4 KDDF #1&BTR SPACED 24.0' O.C. LATERAL SUPPORT <= 12.00. UON. LOADING LATERAL SUPPORT <= 12'OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF BEARING DL ON BOTTOM CHORD = 10.0 PSF LOCATIONS ERHANGS: 12.0' 0.0' TOTAL LOAD = 42.0 PSF 0'- 0.0' 3'- 10.8' -1 nnector plate prefix designators: LL = 25 PSF Ground Snow (Pg) 6'- 0.0' CN,C18,CN18 (or no prefix) = CompuTrus, Inc M2OHS,M18HS,M16 = MiTek MT series LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL �COND. 2: Desi REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. VE BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP MA 3-11-09 AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TL C MA T 1' MAX TL C MAX TC PANE MAX BC PANE 1, 12 14.00/ Wind: N Ln N CO O /- • O -V t=�4 M-3x4 A- y y y 1-00 6-00 [PROVIDE FULL BEARING;Jts:2.3.4[ OB NAME : 5-A POLYGON NH - J4 Scale: 0.5091 WARNINGS: GENERAL NOTES,unless otherwise noted: 1. Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual ru S S: J4 and Warnings before construction commences. building component Applicability of design parameters and proper 2.2x4 compression web bracing must be installed where shown+. incorporation of component is the responsibility of the building designer. 3.Additional temporary bracing to insure stability during construction 2.Design assumes the top and bottom chords to be laterally braced at by IES. BY• E E is the responsibility of the erector.Additionalpermanent bracingof continuous n c.and at 10'hon.such respectivelysyo unless braced(TC)throand/orout dry length). • po dy sheathing as plywood sheathing(TC)and/or drywall(BC). TATE' 8/22/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ 4. No load should be applied to any component until after all bracing and 4. Installation of truss is the responsibility of the respective contractor. ;EQ. : 6037178 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, design loads be applied to any component. and are for"dry condition"of use. BANS I D: 406556 5.CompuTrus has no control over and assumes no responsibility for the 6.Design assumes full bearing at all supports shown.Shim or wedge if necessary. fabrication,handling,shipment and installation of components. 7.Design assumes adequate drainage is provided. 6.This design is furnished subject to the limitations set forth by 8. Plates shall be located on both faces of truss,and placed so their center VIII[III)VIII VIII VIII VIII VIII[III[III TPUWfCA in BCSI,copies of which will be furnished upon request git coincide with joint centere. 9. Digitssnsize of plate in inches.li . MiTek USA,InciCompuTrus Software 7.6.6(1 L)-E 10.For basic connector plate design values see ESR-1311,ESR-1988(MiTek) num PAC ,MBER SPECIFICATIONS TRUSS SPAN 6'- 0.0' 2x4 KDDF #1&BTR LOAD DURATION INCREASE = 1.15 2x4 KDDF #1&BTR SPACED 24.0' O.C. LATERAL SUPPORT <= 12'OC. UON. LOADING LATERAL SUPPORT <= 12'OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF BEARING DL ON BOTTOM CHORD= 10.0 PSF LOCATIONS ERHANGS: 12.0' 0.0' TOTAL LOAD= 42.0 PSF 0,- 0.0' 2'- 10.8' -1 nnector plate prefix designators: LL = 25 PSF Ground Snow (Pg) 6'- 0.0' CN,C18,CN18 (or no prefix) = CompuTrus, Inc M2OHS,M18HS,M16 = MiTek MT series LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL (GOND. 2: Desi REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. VE BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP MA AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TL C MA 2-11-09 MAX BC PANE MAX TC PANE MAX BC PANE 12 14.00/ 4 Wind: N mt m O O O� O c) -=1 �4 -/ M-3x4 A- y y y 1-00 (PROVIDE FULL BEARING:Jts:2,3,41 6-00 OB NAME : 5-A POLYGON NH - J3 Scale: 0.5712 WARNINGS: GENERAL NOTES,unless otherwise noted: 1. Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual -r u s s: J3 and Warnings before construction commences. building component.Applicability of design parameters and proper 2.2x4 compression web bracing must be installed where shown+. incorporation of component is the responsibility of the building designer. 3.Additional temporary bracing to insure stability during construction 2.Design assumes the top and bottom chords to be laterally braced at IES. BY: EE 2'o.c.and at 10'o.c.respectively unless braced throughout their length by is the responsibility of the erector.Additional permanent bracing of continuous sheathing such as plywood sheathing(TC)and/or drywall(BC). IAT E: 8/22/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ 4. No load should be applied to any component until after all bracing and 4. Installation of truss is the responsibility of the respective contractor. ;EQ. : 6037179 fasteners are complete and at no time should any loads greater than 5. Design assumes trusses areto be used in a non-corrosive environment, design loads be applied to any component and arefor"dry condition"of use. RANS I D: 406556 5.CompuTrus 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. necessary. 7.Design assumes adequateodrainage iso provided. 6.This design is furnished subject to the limitations set forth by 8. Plates shall be located on both faces of truss,and placed so their center VIII VIII VIII VIII VIII VIII VIII IIII IIII TPUWfCA in BCSI,copies of which will be furnished upon request. git coincidetwith joint centere. 9. Digits indicate size of plate in inches. MiTek USA,Inc./CompuTrus Software 7.6.6(1 L)-E 10.For basic connector plate design values see ESR-1311,ESR-1988(MiTek) 1111111 ,PAC MBER SPECIFICATIONS TRUSS SPAN 6'- 0.0' 2x4 KDDF #1&BTR LOAD DURATION INCREASE = 1.15 2x4 KDDF #1&BTR SPACED 24.0' 0.C. LATERAL SUPPORT <= 12.00. UON. LOADING LATERAL SUPPORT <= 12'OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF BEARING DL ON BOTTOM CHORD = 10.0 PSF LOCATIONS ERHANGS: 12.0' 0.0' TOTAL LOAD = 42.0 PSF 0'- 0.0' - 1'- 10.8' -1 nnector plate prefix designators: LL = 25 PSF Ground Snow (Pg) 6'- 0.0' CN,C18,CN18 (or no prefix) = CompuTrus, Inc M2OHS,M18HS,M16 = MiTek MT series LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 'COND. 2: Desi REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. VE BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP MA AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TL C MAX TC PANE 1-11-09 MAX TC PANE T MAX BC PANE MAX BC PANE 12 14.00/ i4 Wind: N O O SD N 'R O O O,,_ 0 ��O O- ��4 -/ M-3x4 /- ), .1, 1-00 'PROVIDE FULL BEARING�)ts:2,3.41 6-00 OB NAME : 5-A POLYGON NH - J2 Scale: 0.6380 WARNINGS: GENERAL NOTES,unless otherwise noted: 1. Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual r U S S: J2 and Warnings before construction commences. building component Applicability of design parameters and proper 2.2x4 compression web bracing must be installed where shown+. incorporation of component is the responsibility of the building designer. 3.Additional temporary bracing to insure stability during cons2.Design assumes the top and bottom chords to be laterally braced at ES.. BY' EE is the responsibility of the erector.Additionalpermanent bracingof 2'exc.and at 10'o.c.respectively unless braced throughout their length by spo ay continuous sheathing such as plywood sheathing(TC)and/or drywall(BC). IAT E. 8/22/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ 4. No load should be applied to any component until after all bracing and 4. Installation of truss is the responsibility of the respective contractor. ;EQ. : 6037180 fasteners are complete and at no time should any loads greater than 5. Design assumes tmsses are to be used in a non-corrosive environment, _ design loads be applied to any component. and arefor"dry condition"of use. RANS I D: 406556 5.CompuTrus has no control over and assumes no responsibility for the 6.Deassumes Lull bearing at all supports shown.Shim or wedge if fabrication,handling,shipment and installation of components. necessary. 9 P npo 7.Design assumes adequate drainage is provided. 6.This design is furnished subject to the limitations set forth by 8. Plates shall be located on both faces of truss,and placed so their center 11111 VIII VIII VIII VIII VIII 1001. TPINJfCA in BCSI,copies of which will be furnished upon request. git coincideiitwith joint centere. 9. Digitssndsize of plate in inches.li . MiTek USA,Inc./CompuTrus Software 7.6.6(1 L)-E 10.For basic connector plate design values see ESR-1311,ESR-1988(MiTek) Inn. PAC ,MBER SPECIFICATIONS TRUSS SPAN 6'- 0.0' 2x4 KDDF 41&BTR LOAD DURATION INCREASE = 1.15 2x4 KDDF 41&8TR SPACED 24.0' O.C. LATERAL SUPPORT <= 12'0C. UON. LOADING LATERAL SUPPORT <= 12'0C. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF BEARING DL ON BOTTOM CHORD = 10.0 PSF LOCATIONS ERHANGS: 12.0' 0.0' TOTAL LOAD = 42.0 PSF 0'- 0.0' -1 0'- 10.8' nnector plate prefix designators: LL = 25 PSF Ground Snow (Pg) 6'- 0.0' CN,C18,CN18 (or no prefix) = CompuTrus, Inc M2OHS,M18HS,M16 = MiTek MT series LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. 'COND. 2: Desi VE BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP MA AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TL C MAX TC PANE MAX TC PANE MAX BC PANE 0-11-09 MAX BC PANE T f 12 14.00 ANCHOR TO RESIST UPLIFT Wind: 0 csi o r- c) ✓ o/._ O a. �' N O/- �� 4 -V -3x4 A- y y 1, 1-00 'PROVIDE FULL BEARING;Jts:2,3,41 6-00 OB NAME : 5-A POLYGON NH - J1 Scale: 0.6505 WARNINGS: GENERAL NOTES,unless otherwise noted: 1. Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual Muss: J1 and Warnings before construction commences. building component.Applicability of design parameters and proper 2.2x4 compression web bracing must be installed where shown+, incorporation of component is the responsibility of the building designer. 3.Additional temporary bracing to insure stability during construction 2.Design assumes the top and bottom chords to be laterally braced at IES. BY: EE 2'o.c.and at 10'o.c.respectively unless braced throughout their length by is the responsibility of the erector.Additional permanent bracing of continuous sheathing such as plywood sheathing(TC)and/or drywall BC). IAT E: 8/22/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ 4. No load should be applied to any component until after all bracing and 4. Installation of truss is the responsibility of the respective contractor. ;EQ. : 6037181 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, design loads be applied to any component. and are for"dry condition"of use. RANS I D: 406556 5.CompuTrus 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. necessary. 7.Designlaesassumes adequate one drainagetiso truss,d.and This design is furnished subject to the limitations set forth by 8. Plates shall be located both faces of truss,and placed so their center VIII VIII VIII VIII VIII VIII VIII IIII IIIITPI/WfCA in BCSI,copies of which will be furnished upon request. lines coincide with joint center lines. 9. Digits indicate size of plate in inches. MiTek USA,Inc./CompuTrus Software 7.6.6(1 L)-E 10.For basic connector plate design values see ESR-1311,ESR-1988(MTek) HINE ,PAC MBER SPECIFICATIONS TRUSS SPAN 6'- 0.0' 2x4 KDDF #1&BTR LOAD DURATION INCREASE = 1.15 2x4 KDDF #1&BTR SPACED 24.0' O.C. BS: 2x4 KDDF STAND LOADING LATERAL SUPPORT <= 12'OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF LATERAL SUPPORT <= 12'OC. UON. DL ON BOTTOM CHORD = 10.0 PSF TOTAL LOAD = 42.0 PSF ERHANGS: 12.0' 11.6' BEARING k LL = 25 PSF Ground Snow (Pg) LOCATIONS F nnector plate prefix designators: 0'- 0.0' CN,C18,CN18 (or no prefix) = CompuTrus, Inc LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 2'- 10.8' -15£ M2OHS,M18HS,M16 = MiTek MT series REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. 5'- 8.8' 5'- 11.6' -20I BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. CON_. 2: Desiar VER1 MAX MAX TL CRE 6-11-09 MAX T fMAX TL CRE 6 MAX TC PANEL MAX TC PANEL MAX TC PANEL MAX TC PANEL 12 14.00/ I 0 Wind: 1 O. 1 co ) co M-4x6 1 (..73 j illilhh4444b o.- A 18 g.. ---/..c) ��mmmmmm1op i' o -- N8 M-1"5x3 M-3x4 M-3x4 M 3x4 /. y / 2-03-12 3-08-04 1-001,, 2-05-08 4-06-01 , 1, 6-00 0-11-09 !PROVIDE FULL BEARING:Jts:2,4,9,51 OB NAME : 5-A POLYGON NH - J7C Scale: 0.2881 WARNINGS: GENERAL NOTES,unless otherwise noted: 1. Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual -r u S S: J 7C and Warnings before construction commences. building component.Applicability of design parameters and proper 2.2x4 compression web bracing must be installed where shown+. incorporation of component is the responsibility of the building designer. 3.Additional temporary bracing to insure stability during construction2.Design assumes the top and bottom chords to be laterally braced at IES. BY: E E is the responsibility of the erector.Additionalpermanent bracingof 2'o.c.and at 10'o.c.respectively unless braced throughout their length by " Po tY continuous sheathing such as plywood sheathing(TC)and/or drywall(BC). ATE: 8/22/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ 4. No load should be applied to any component until after all bracing and 4. Installation of truss is the responsibility of the respective contractor. ;EQ. : 6037182 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, design loads be applied to any component and are for"dry condition"of use. RANS I D: 406556 5.CompuTrus has no control over and assumes no responsibility for the 6.Designecen assumes full bearing at all supports shown.Shim or wedge if fabrication,handling,shipment and installation of components. ry 9 P� 7.Design assumes adequate drainage is provided. 6.This design is furnished subject to the limitations set forth by 8. Plates shall be located on both faces of truss,and placed so their center 11111111101111111111 11111 IIII IIIITPIIWfCA in BCSI,copies of which will be furnished upon request linescoincide with joint center lines. 9. Digits indicate size of plate in inches. MiTek USA,Inc./CompuTrus Software+7.6.6(1 L}E 10.For basic connector plate design values see ESR-1311,ESR-1988(MiTek) unm PAC .MBER SPECIFICATIONS TRUSS SPAN 6'- 0.0' . 2x4 KDDF #1&BTR LOAD DURATION INCREASE = 1.15 2x4 KDDF #1&BTR SPACED 24.0. O.C. BS: 2x4 KDDF STAND LOADING LATERAL SUPPORT <= 12'0C. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF LATERAL SUPPORT <= 12'0C. UON. DL ON BOTTOM CHORD = 10.0 PSF TOTAL LOAD = 42.0 PSF BEARING I ERHANGS: 12.0' 0.0' LOCATIONS nnector plate prefix designators: LL = 25 PSF Ground Snow (Pg) 0'- 0.0' CN,C18,CN18 (or no prefix) = CompuTrus, Inc LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 5'- 10.8 8.8' -20 M2OHS,M18HS,M16 = MiTek MT series REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. 5'- 11.6' -8 BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP ICOND. 2: Desig AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VER' MAX MAX TL CR MAX TC PANEL MAX TC PANEL 5-11-09 MAX TC PANEL '1' T MAX TC PANEL /— -V 12 14.00 V Wind: 0 v M-4x6 co aco 0o �0 0 �� g� = -V Lo ��it�� u") 8 o� !r_ o M-1.5x3 O 'M-3x4" M-73x4 0 M-3x4 A- ,1- 2-03-12 3-08-04 y ), y /- 1-00 - 1 00 y 2-05-08 3-06-08 1- 6-00 6-00 )i'darltu0ill1141lx:11.111Mfi w:iti OB NAME : 5-A POLYGON NH - J6C Scale: 0.3244 WARNINGS: GENERAL NOTES,unless otherwise noted: 1. Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual -r u s S• J 6C and Warnings before construction commences. building component.Applicability of design parameters and proper 2.2x4 compression web bracing must be installed where shown+. incorporation of component is the responsibility of the building designer. 3.Additional temporary bracing to insure stability during construction 2.Design assumes the top and bottom chords to be laterally braced at IES. BY: EE is the responsibility of the erector.Additional permanent bracing of 2'o.c.and at 10'o.c.respectively unless braced throughout their length by continuous sheathing such as plywood sheathing(TC)and/or drywall(BC). IAT E: 8/22/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ 4. No load should be applied to any component until after all bracing and 4. Installation of truss is the responsibility of the respective contractor. ;EQ. : 6037183 fasteners are complete and at no time should any loads greater than 5.Design assumes trusses are to be used in a non-corosive environment, design loads be applied to any component and are for"dry condition"of use. BANS I D: 406556 5.CompuTrus 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. necessary. 7.Designlaesassumes adequate one drainage iso truss,d.and This design is furnished subject to the limitations set forth by B. Plates shall be located both faces of truss,and placed so their center VIII VIII VIII VIII VIII VIII VIII(III IIIITPINVECA in BCSI,copies of which will be furnished upon request tines coincide with joint center lines. 9. Digits indicate size of plate in inches. MiTek USA Inc./CompuTrus Software+7,6.6(1 L)-E 10.For basic connector plate design values see ESR-1311,ESR-1986(MTek) 1111111 ,PAC MBER SPECIFICATIONS TRUSS SPAN 6'- 0.0' . 2x4 KDDF N1&BTR LOAD DURATION INCREASE = 1.15 2x4 KDDF N1&BTR SPACED 24.0. O.C. BS: 2x4 KDDF STAND LOADING LATERAL SUPPORT <= 12'OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF LATERAL SUPPORT <= 12'OC. UON. DL ON BOTTOM CHORD = 10.0 PSF TOTAL LOAD = 42.0 PSF BEARING 1 ERHANGS: 12.0' 0.0' LOCATIONS I LL = 25 PSF Ground Snow (Pg) 0'- 0.0' 1 nnector plate prefix designators: 2'- 10.8' -2W CN,C18,CN18 (or no prefix) = CompuTrus, Inc LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 5'- 8.8' 1 M2OHS,M18HS,M16 = MiTek MT series REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. 5'- 11.6' -8: BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP ICOND. 2: Desigi AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VER' MAX MAX TL CRI MAX TC PANEL MAX TC PANEL MAX TC PANEL 5-11-09 T MAX TC PANEL A- -1 I 12 14.00/ Wind: o . ✓ M-4x6 o CO c,o O 44/1 0 Ap.....m..... ... 7A- 8 -f in tl��m is oma- M-1.5x3 M-3x4 M-3x4 M-3x4 A- 1. /- 1, 2-03-12 3-08-04 ), 1, y /- 1-00), 1-001, 2-05-08 3-06-08 6-00 (PROVIDE FULL BEARING:Jts:2.4.8.51 OB NAME : 5-A POLYGON NH - J5C Scale: 0.3224 WARNINGS: GENERAL NOTES,unless otherwise noted: 1. Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual 1'u S S: J 5C and Warnings before construction commences. building component.Applicability of design parameters and proper 2.2x4 compression web bracing must be installed where shown+, incorporation of component is the responsibility of the building designer. 3.Additional temporary bracing to insure stability during construction 2.Design assumes the top and bottom chords to be laterally braced at ES. BY: EE is the responsibility of the erector.Additional permanent bracingof 2'o.c.and at 10'o.c.respectively unless braced throughout their length by po ty Pe continuous sheathing such as plywood sheathing(TC)and/or drywall(BC). IAT E: 8/22/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ 4. No load should be applied to any component until after all bracing and 4. Installation of truss is the responsibility of the respective contractor. f EQ. : 6037184 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, design loads be applied to any component. and are for"dry condition"of use. RANS I D: 406556 5.CompuTrus has no control over and assumes no responsibility for the 6.Design assumes full bearing at all supports shown.Shim or wedge if necessary. fabrication,handling,shipment and installation of components. 7. Design assumes adequate drainage is provided. 6.This design is furnished subject to the limitations set forth by 8. Plates shall be located on both faces of truss,and placed so their center 11111 VIII VIII VIII VIII 1101111 (III III) TPIM?CA in BCS(,copies of which will be furnished upon request. git coincideiatwith joint ate in e. 9. Digitssindicate size oplate in inches.. MiTek USA,Inc./CompuTrus Software+7.6.6(1 L)-E 10.For basic connector plate design values see ESR-1311,ESR-1988(MiTek) 1111111 PAC ,MBER SPECIFICATIONS TRUSS SPAN 6'- 0.0' 2x4 KDDF #1&BTR LOAD DURATION INCREASE = 1.15 2x4 KDDF #1&BTR SPACED 24.0' O.C. BS: 2x4 KDDF STAND LOADING LATERAL SUPPORT <= 12'OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF LATERAL SUPPORT <= 12'OC. UON. DL ON BOTTOM CHORD = 10.0 PSF TOTAL LOAD = 42.0 PSF BEARING ERHANGS: 12.0' 0.0' LOCATIONS nnector plate prefix designators: LL = 25 PSF Ground Snow (Pg) 2'- 10.8' -10 CN,C18,CN18 (or no prefix) = CompuTrus, Inc LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 6'- 0.0' M2OHS,M18HS,M16 = MiTek MT series REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP COND. 2: Desig AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. VER MAX MAX TL CR MAX TL CR MAX MAX TC PANEL 3-11-09 MAX BC PANEL T 1' 12 14.00/ M-4x6 0Wind: 0 �6...... n 0 v v N O CO L o� Nth - CO -03 LC) ___gym' o M-1.5x3 ,/- N O MZ3x4 0 M-3x4 M-3x4 2-03-12 3-08-04 / / / ,1 1-00 , 2-05-08 3-06-08 y 6-00 'PROVIDE FULL BEARING:Jts:2,4,8b OB NAME : 5-A POLYGON NH - J4C Scale: 0.4172 WARNINGS: GENERAL NOTES,unless otherwise noted: 1. Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual _ r u S s• J 4C and Wamings before construction commences. building component Applicability of design parameters and proper 2.2x4 compression web bracing must be installed where shown+. incorporation of component is the responsibility of the building designer. 3.Additional temporary bracing to insure stability during construction 2.Design assumes the top and bottom chords to be laterally braced at IES. BY: EE is the responsibility of the erector.Additional permanent bracing of 2'o.c.and at 10'o.c.respectively unless braced throughout their length by continuous sheathing such as plywood sheathing(TC)and/or drywall(BC). IAT E: 8/22/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ 4. No load should be applied to any component until after all bracing and 4. Installation of truss is the responsibility of the respective contractor. ;EQ. : 6037185 fasteners are complete and at no time should any loads greater than 5.Design assumes trusses areto be used in a non-corrosive environment, design loads be applied to any component and are for"dry condition"of use. RANS I D: 406556 5.CompuTrus has no control over and assumes no responsibility for the 6. Design assumes full bearing at all supports shown.Shim or wedge if necessary. fabrication,handling,shipment and installation of components. 7.Design assumes adequate drainage is provided. 6.This design is furnished subject to the limitations set forth by 8. Plates shall be located on both faces of truss,and placed so their center 111111111111111111111 TPIIWfCA in BCSI,copies of which will be furnished upon request. git coincideiiatwith jointcentere. 9. Digits indicate size of plate in inches. MiTek USA,Inc./CompuTrus Software+7.6.6(1 L)-E 10.For basic connector plate design values see ESR-1311,ESR-1988(MiTek) 1 II 1111 PAC MBER SPECIFICATIONS TRUSS SPAN 6'- 0.0' . 2x4 KDDF N18BTR LOAD DURATION INCREASE = 1.15 2x4 KDDF R18BTR SPACED 24.0' O.C. BS: 2x4 KDDF STAND LOADING LATERAL SUPPORT <= 12'0C. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF LATERAL SUPPORT <= 12'0C. UON. DL ON BOTTOM CHORD = 10.0 PSF BEARING TOTAL LOAD= 42.0 PSF LOCATIONS ERHANGS: 12.0' 0.0' 0'- 0.0' - LL = 25 PSF Ground Snow (Pg) 2'- 10.8' -1 nnector plate prefix designators: 6'- 0.0' CN,C18,CN18 (or no prefix) = CompuTrus, Inc LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL M2OHS,M18HS,M16 = MiTek MT series REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. ICOND. 2: Desi BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP VE AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MA 2-11-09 MAX TL C T 1' MAX TL C /- MA 12 MAX TC PANE M-4x6MAX BC PANE 14.00 7 '4 4014N6.46.' 0 U,o.._ Wind: c%) v 0 0 Lo All� o� _ ►/ -/ o �� r� o M-1.5x3 mi..--21..----.0_ 1 3x4 0 M-3x4 M-3x4 1, y y 2-03-12 3-08-04 1, 1, y y 1-00 ), 2-05-08 3-06-08 y 6-00 (PROVIDE FULL BEARING:Jts:2,4,7j OB NAME : 5-A POLYGON NH - J3C Scale: 0.5570 WARNINGS: GENERAL NOTES,unless otherwise noted: 1. Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual "miss: J3C and Warnings before construction commences. building component.Applicability of design parameters and proper 2.2x4 compression web bracing must be installed where shown+, incorporation of component is the responsibility of the building designer. 3.Additional temporary bracing to insure stability during construction 2.Design assumes the top and bottom chords to be laterally braced at IES. BY: EE is the responsibility of the erector.Additional permanent bracingof 2'o.c.and at 10'o.c.respectively unless braced throughout their lengthby • Po ty PB continuous sheathing such as plywood sheathing(TC)and/or drywall(BC). IAT E• 8/22/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ 0 4. No load should be applied to any component until after all bracing and 4. Installation of truss is the responsibility of the respective contractor. ;EQ. : 603 7186 fasteners are complete and at no time should any bads greater than 5.Design assumes trusses are to be used in a non-corrosive environment, design loads be applied to any component and are for"dry condition"of use. RANS I D: 406556 5.CompuTrus has no control over and assumes no responsibility for the 6.Design assumes full bear ng at all supports shown.Shim or wedge if fabrication,handling,shipment and installation of components. necessary. P Po 7.Design assumes adequate drainage is provided. 6.This design is furnished subject to the limitations set forth by 8. Plates shall be located on both faces of truss,and placed so their center VIII VIII VIII VIII VIII VIII VIII IIII IIII TPIIWfCA in BCSI,copies of which will be furnished upon request git coincide with joint ate in e. 9. Digits indicate size of plate in inches. MiTek USA,Inc./CompuTrus Software 7.6.6(1 L)-Z 10.For basic connector plate design values see ESR-1311,ESR-1988 off ek) 1111111' PAC .MBER SPECIFICATIONS TRUSS SPAN 6'- 0.0' 2x4 KDDF #16BTR LOAD DURATION INCREASE = 1.15 2x4 KDDF #16BTR SPACED 24.0' O.C. BS: 2x4 KDDF STAND LOADING LATERAL SUPPORT <= 12'OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF LATERAL SUPPORT <= 12'0C. UON. DL ON BOTTOM CHORD = 10.0 PSF BEARING TOTAL LOAD = 42.0 PSF LOCATIONS ERHANGS: 12.0' 0.0' 0'- 0.0' - LL = 25 PSF Ground Snow (Pg) 1'- 10.6' -1 nnector plate prefix designators: 6'- 0.0' CN,C18,CN18 (or no prefix) = CompuTrus, Inc LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL M2OHS,M18HS,M16 = MiTek MT series REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. 'COND. 2: Desi BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP VE 1.11_09 AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MA T 1' MAX TL C MA 12 MA MAX TC PANE 14.00/ MAX BC PANE M-4x6 411,1PO r `,, o Wind: N V O 7 A IN I', - 7 .� O �tO �' M 3x4 o M-1.5x3 o/- ► o M-3x4 M-3x4 /- 1- ), 3, 1-03-12 4-00-15 0-07-05 ; /- 3- y 1-00 j, 1-05-08 4-06-08 y 'PROVIDE FULL BEARING:Jts:2,4,71 6-00 OB NAME : 5-A POLYGON NH - J2C Scale: 0.6194 WARNINGS: GENERAL NOTES, unless otherwise noted: - /� 1. Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual r u S S: J 2C and Warnings before construction commences. building component.Applicability of design parameters and proper 2.2x4 compression web bracing must be installed where shown+, incorporation of component is the responsibility of the building designer. 3.Additional temporary bracing to insure stability during construction 2. Design assumes the top and bottom chords to be laterally braced at IES. BY: EE 2'o.c.and at 10'o.c.respectively unless braced throughout their length by is the responsibility of the erector.Additional permanent bracing of continuous sheathing such as plywood sheathing(TC)and/or drywall(BC). ATE: 8/22/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ 4. No load should be applied to any component until after all bracing and 4. Installation of truss is the responsibility of the respective contractor. ;EQ. : 6037187 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, design loads be applied to any component and are for"mdry condition"of use. BANS I D: 406556 5.CompuTrus has no control over and assumes no responsibility for the 6.Design assumes full bear ng at all supports shown.Shim or wedge if shipmentnecessary. fabrication,handling, and installation of components. 7. Design assumes adequate drainage is provided. 6.This design is furnished subject to the limitations set forth by 8. Plates shall be located on both faces of truss,and placed so their center VIII VIII IIIII 1E VIII IIIII VIII IIII IIIITPI/WfCA in BCSI,copies of which will be furnished upon request lines coincide with joint center lines. 9. Digits indicate size of plate in inches. MiTek USA,Inc./CompuTrus Software 7.6.6(1 L)-Z 10.For basic connector plate design values see ESR-1311,ESR-1988(MiTek) 1111111 PAC MBER SPECIFICATIONS TRUSS SPAN 7'- 11.8' . 2x4 KDDF #1&BTR LOAD DURATION INCREASE = 1.15 . 2x4 KDDF #1&BTR SPACED 24.0' O.C. LATERAL SUPPORT <= 12'OC. UON. LOADING LATERAL SUPPORT <= 12'OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF BEARING DL ON BOTTOM CHORD = 10.0 PSF LOCATIONS ERHANGS: 24.0' 0.0' TOTAL LOAD = 42.0 PSF 0'- 0.0' 1'- 9.2' -1 nnector plate prefix designators: LL = 25 PSF Ground Snow (Pg) 7'- 11.8' -1 CN,C18,CN18 (or no prefix) = CompuTrus, Inc M2OHS,M18HS,M16 = MiTek MT series LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 'COND. 2: Desi REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. VE BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP MA AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TL C MAX BC PANE MAX BC PANE I 12 7.00 L/ Wind: o u� u7 0 m • 1.0 ff- o� 0 2►� 4�� M-3x4 A- y y y y 2-00 2-00 5-11-13 'PROVIDE FULL BEARING:Jts:2,4,3I OB NAME : 5-A POLYGON NH - SJ2 Scale: 0.4859 WARNINGS: GENERAL NOTES,unless otherwise noted: 1. Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual -r u s s: SJ 2 and Warnings before construction commences. building component Applicability of design parameters and proper 2.2x4 compression web bracing must be installed where shown+. incorporation of component is the responsibility of the building designer. to insure stabilityduring construction 2.Design assumes the top and bottom chords to be laterally braced at 3.Additional temporary bracing ntand at 10' i .respectively unless braced throughout length by IES. BY: EE is the responsibilityof the erector.Additional permanent bracingof continuous sheathing such as plywood sheathing(TC)and/ordrywall(BC). IAT E: 8/22/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ 4.No load should be applied to any component until after all bracing and 4. Installation of truss is the responsibility of the respective contractor. ;EQ. : 6 03 718 8 fasteners are complete and at no time should any loads greater than 5.Design assumes truss are to be used in a non-corrosive environment, design loads be applied to any component. and arefor"dry condseition"of use. BANS I D: 406556 5.CompuTrus has no control over and assumes no responsibility for the 6.n eces ssumes full bearing at all supports shown.Shim or wedge if fabrication,handling,shipment and installation of components. ry 9 P7.Design assumes adequate drainage is provided. 6.This design is furnished subject to the limitations set forth by 8. Plates shall be located on both faces of truss,and placed so their center 1111111111111111111 TPIIWfCA in BCSI,copies of which will be furnished upon request. git coincidetwith joint center lines. 9. Digitssindicate size of plate in lines. MiTek USA Inc./CompuTrus Software 7.6.6(1 L)-E 10.For basic connector plate design values see ESR-1311,ESR-1988(MiTek) ((11111' PAC MBER SPECIFICATIONS TRUSS SPAN 3'- 11.8' . 2x4 KDDF N18BTR LOAD DURATION INCREASE = 1.15 . 2x4 KDDF k1$BTR SPACED 24.0' O.C. LATERAL SUPPORT <= 12'0C. VON. LOADING LATERAL SUPPORT <= 12'OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF BEARING DL ON BOTTOM CHORD = 10.0 PSF LOCATIONS ERHANGS: 24.0' 0.0' TOTAL LOAD = 42.0 PSF 0'- 0.0' -1 1'- 9,2' -1 nnector plate prefix designators: LL = 25 PSF Ground Snow (Pg) 3'- 11.8' CN,C18,CN18 (or no prefix) = CompuTrus, Inc M2OHS,M18HS,M16 = MiTek MT series LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 'COND. 2: Desi REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. VE BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP MA AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TL C MAX BC PANE 12 MAX TC PANE 7.00L- A- -1 Wind: co 0) N 0) O C") Of- 2► 4 M-3x4 A- y y y y 2-00 2-00 1-11-13 'PROVIDE FULL BEARING;Jts:2,4,3b OB NAME : 5-A POLYGON NH - SJ1 Scale: 0.6869 WARNINGS: GENERAL NOTES,unless otherwise noted: 1. Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual r u S S: SJ 1 and Warnings before construction commences. building component.Applicability of design parameters and proper 2.2x4 compression web bracing must be installed where shown+. incorporation of component is the responsibility of the building designer. 3.Additional temporary bracing to insure stability during construction 2.Design assumes the top and bottom chords to be laterally braced at IES. BY: EE is the responsibility of the erector.Additional permanent bracing of 2'o.c.and at 10'o.c.respectively unless braced throughout their length by continuous sheathing such as plywood sheathing(TC)and/or drywall(BC). ATE: 8/22/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ 4. No load should be applied to any component until after all bracing and 4. Installation of buss is the responsibility of the respective contractor. ;EQ. : 6037189 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, design loads be applied to any component and are for"dry condition"of use. BANS I D: 406556 5.CompuTrus has no control over and assumes no responsibility for the 6. Design assumes full bearing at all supports shown.Shim or wedge if ,shipmentnecessary. fabrication,handling, and installation of components. 7.Design assumes adequate drainage is provided. 6.This design is furnished subject to the limitations set forth by 8. Plates shall be located on both faces of truss,and placed so their center VIII VIII VIII VIII VIII ILII VIII IIII IIIITPINVTCA in BCSI,copies of which will be furnished upon request lines coincide with joint center lines. 9. Digits indicate size of plate in inches. MiTek USA Inc./CompuTrus Software 7.6.6(1 L)-E 10.For basic connector plate design values see ESR-1311,ESR-1988(MfTek) I II IIII PAC MBER SPECIFICATIONS TRUSS SPAN 5'- 9.5' . 2x4 KDDF #1&BTR LOAD DURATION INCREASE = 1.15 2x4 KDDF #1&BTR SPACED 24.0' O.C. BS: 2x4 KDDF STAND LOADING LATERAL SUPPORT <= 12'OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 32.0 PSF LATERAL SUPPORT <= 12'OC. UON. DL ON BOTTOM CHORD = 10.0 PSF BEARING TOTAL LOAD = 42.0 PSF LOCATIONS ERHANGS: 24.0' 0.0' 0'- 0.0' -1 LL = 25 PSF Ground Snow (Pg) 5'- 9.5' nnector plate prefix designators: CN,C18,CN18 (or no prefix) = CompuTrus, Inc LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 'COND. 2: Desi M2OHS,M18HS,M16 = MiTek MT series REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. VE BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP MA AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TL C MAX TC PANE 5-05-12 0-03-12 MAX TC PANE T 12 4.00 I ' M-1.5x3 a f- 3 Wind: N O M O Cs, O N L 07 ., 2 ►'s O 1 M-3x4 M-1.5x3 f- ,I., ), y 5-05-12 0-03-12 J., y y 2-00 5-09-08 OB NAME : POLYGON PLAN 5A NH - H2 Scale: 0.6156 WARNINGS: GENERAL NOTES,unless otherwise noted: 1. Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual -ru S S• H2 and Warnings before construction commences. building component Applicability of design parameters and proper 2.2x4 compression web bracing must be installed where shown+, incorporation of component is the responsibility of the building designer. 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.Additionalpermanent bracingof 2'o.c.and at 10'o.c.respectively unless braced throughout their lengthby ES. BY: E E po ty continuous sheathing such as plywood sheathing(TC)and/or drywall(C). IAT E: 9/3/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ 4. No load should be applied to any component until after all bracing and 4. Installation of truss is the responsibility of the respective contractor. ;EQ. : 6048198 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, design loads be applied to any component and are for"dry condition"of use. RAN S I D: 40 7311 5.CompuTrus has no control over and assumes no responsibility for the 6.Designassumes full bearing at all supports shown.Shim or wedge if necefabrication,handling,shipment and installation of components. ry 9 Pry7.Design assumes adequate drainage is provided. 6.This design is furnished subject to the limitations set forth by 8. Plates shall be located on both faces of truss,and placed so their center 111111101111111111 VTPINVECA in BCSI,copies of which will be furnished upon request git coincideiiatwith jointcentere. 9. Digitssnsize of plate in inches.li . MiTek USA,Inc./CompuTrus Software 7.6.6(1 L}E 10.For basic connector plate design values see ESR-1311,ESR-1988(MiTek) 1111111' PAC MBER SPECIFICATIONS TRUSS SPAN 2'- 7.0' 2x4 KDDF #1&BTR LOAD DURATION INCREASE = 1.15 2x4 KDDF #1&BTR SPACED 24.0. O.C. LATERAL SUPPORT <= 12'OC. UON. LOADING LATERAL SUPPORT <= 12'OC. UON. LL( 25.0)+DL( 7.0) ON TOP CHORD = 92.0 PSF BEARING DL ON BOTTOM CHORD = 10.0 PSF LOCATIONS ERHANGS: 24.0' 0.0' TOTAL LOAD = 42.0 PSF 0'- 0.0' -1 2'- 6.2' - nnector plate prefix designators: LL = 25 PSF Ground Snow (Pg) 2'- 7.0' - CN,C18,CN18 (or no prefix) = CompuTrus, Inc M2OHS,M18HS,M16 = MiTek MT series LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL ICOND. 2: Desi REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. VE BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP MA AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TL C • 12 4.00 17 ' Wind: A- 3 -/ /' -41- 0 N O O �/-- r �O _ 4 1 M-3x4 s- ,1 y y 2-00 2-07 OB NAME : POLYGON PLAN 5A NH - H1 Scale: 0.7786 WARNINGS: GENERAL NOTES,unless otherwise noted: 1. Builder and erection contractor should be advised of all General Notes 1.This design is based only upon the parameters shown and is for an individual _ r USS: 1-11 and Warnings before construction commences. building component.Applicability of design parameters and proper 2.2x4 compression web bracing must be installed where shown+. incorporation of component is the responsibility of the building designer. 3.Additional temporary bracing to insure stability during construction 2.Design assumes the top and bottom chords to be laterally braced at IES" BY: EE is the responsibility of the erector.Additional permanent bracing of 2'o.c.and at 10'o.c. asrespectively unless braced throughout their lengthby continuous sheathing suuchchas plywood sheathing(TC) +drywall(BC). ATE: 9/3/2014 the overall structure is the responsibility of the building designer. 3.2x Impact bridging or lateral bracing required where shown++ 4. No load should be applied to any component until after all bracing and 4. Installation of truss is the responsibility of the respective contractor. ;EQ. : 6048199 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, design loads be applied to any component and are for"dry condition"of use. RANS I D: 407311 5.CompuTrus has no control over and assumes no responsibility for the 6.Design assumes full bearing at all supports shown.Shim or wedge if necessary. fabrication,handling,shipment and installation of components. 7.Design assumes adequate drainage is provided. 6.This design is fumished subject to the limitations set forth by 8. Plates shall be located on both faces of truss,and placed so their center 1101 VIII VIII 1111111111111 IIIVIIIVIII VIII IIII IIII TPINVECA in BCSI,copies of which will be furnished upon request git coincideitwith jointcentere. 9. Digits indicate size of plate in inches. MiTek USA,Inc./CompuTrus Software 7.6.6(1 L)-E 10.For basic connector plate design values see ESR-1311,ESR-1988(MiTek)