The URL can be used to link to this page

Public Safety Building SUBMITTAL 4168 Southpoint Parkway,suite 101 DATE: 06/13/2016 AULD &WHITE Jacksonville,Florida 32216 SPEC#• 061920-01 CONSTRUCTORS • LLC Phone 904-296-2555 Fax 904-296-6990 SBMTL#: REV#: To: Brian Yarbrough From: Billy-Dale Tyson Clemons Rutherford& Associates, Inc. Auld& White Constructors, LLC 2027 Thomasville Road#202 4168 Southpoint Parkway, Suite 101 Tallahassee, FL 32308 Jacksonville, 32216 Cc: Billy-Dale Tyson -Auld & White Constructors, LLC Re: 1533-Atlantic Beach Public Safety Building Submittal for Approval: Prefabricated Wood Trusses for your review and approval. Please Return Your Response By: 06/27/2016. Additional Notes: Submittal Item Document Type Copies Remarks Prefabricated Wood Trusses Shop Drawings For Approval Johnson &Associates Engineering The structural engineer of record has reviewed this submittal for general conformance to the contract drawings only,and to insure the intent of the design is understood. The contractor shall remain solely responsible for quantities and dimensions. This review by the structural engineer of record does not relieve this contractor of his responsibility to verify all dimensions and coordinate with other trades. AULD&WHITEOTA S SUB [I Approved ❑ Revise&Resubmit By BJJ JOB NUMBER 153 ® Approved As Noted ❑ Rejected Date 06/27/2016 DATE RECD ❑ Reviewed for Record Only SPEC.SECTION 061920-01 CLEMONS,RUTHERFORD&ASSOCIATES,INC. Approved Cn� ARCHITECTS PLANNERS X Approved As Noted Disapproved - Correct and Resubmit DATE RECEN ER CRA LOG NUMBER APPROVAL IS FOR GENERAL ARRANGEMENT ONLY AND DOES NOT RELIEVE SUPPLIER OR SUBCONTRACTOR FROM HIS RESPONSIBILITY FOR incemlyy QUANTITIES,DIMENSIONS AND COMPLIANCE WITH THE DRAWINGS AND APPROVED AS NOTED SPECIFICATIONS. CHECKED BY: Billy-Dale Tyson DATE RET'D: REVIEWING IS ONLY FOR CONFIRMATION WITH THE DESIGN CONCEPT OF THE P ROJE CTAN DC OMPLIA NC E W ITHTHE INFORMA TIONGNE N I NTHE.CONTRACT DOCUMENT.THE CONTRACTOR IS RESPONSIBLE FOR DIMENSIONS TO BE CONFIRMED AND CORRELATED ATTHE SITE.FOR INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION PROCESSES OR TO THE MEANS,METHODS. TECHNIQUES.SEQUENCES AND PROCEDURES OF CONSTRUCTION,AND FOR COORDINATION OF THE WORK OF ALL TRADES. Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.00 ft mean hgl,ASCE 7-10,CLOSED bldg,not located within 13.00 ft from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x4 SP M-30 71 2x4 SP M-31::T4 2x4 SP#2: Bot chord 2x4 SP M-30 Wind loads based on MWFRS with additional C&C member design&reactions. Webs 2x4 SP#3:W2,W14 2x4 SP#2: :Lt Splice Block 2x4 SP#3: Right end vertical not exposed to wind pressure. Lumber value set"l 3B"uses design values approved 1/30/2013 by ALSC (a)Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psi non-concurrent live load. Truss passed check for 20 psi additional bottom chord live load in areas with 42"-high x 24"-wide clearance. WARNING:Fumish a copy of this DWG to the installation contractor.Special care must be taken during handling,shipping Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50. and installation of trusses.See"WARNING"note below. MWFRS loads based on trusses located at least 30.00 ft.from roof edge. I T1 T2 T3 T4 T5 16'9'15 38'8'9 R) 12 5 <W4 NW6 aa))7 W9 iA/11 W1 W1 (a) (a) WB W10 W13 15m 61 co x7(R T W W2 , � ttt usiu 14x6 14x8 5611 {� 55'8'8 L B1 .(. 32 33 B4 R-2508#U=92B#RL=3141-770 W=8' R-2624#U=9210 W=4'8 R Surface SEAT PLATE REQUIRED (RigidSurface SEAT PLATE REQUIRED LEFT RAKE= 1'1" LEFT JIG=19'0"3 RIGHT JIG=39'8"9 DESC.= T1 SEQ= 130606 PLT.TYP.-WAVE DESIGN CRIT=FI3C2014RESaPI-2007FT1RT=20%(0%yI0(0) QTY=2 TOTAL=2 REV. 15.01.00A.0312.20 SCALE=0.1250 ##WARNINQI`•READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care in fabricating,handling,shipping,Installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and WTCA)for safety practices prior to performing these functions.Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G aa,W?W,#b&AW,guy a properly attached rigid calling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, OI�O� B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. O.Onn$f Refer to drawings 160A-Z for standard plate positions. BC LL Y ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss LUMBER fi SUPPLY Inc. in conformance with ANSIIIPI 1,or for handling,shipping,installation 8 bracing of trusses. TOT.LD. 37.Opsf O/A LEN. 550608 A owl on this dr.wing or cover page 6.dng this dowing,Indicates acceptance of professlonal englneering responsibility solely for the 1.25 JOB#:33633A dealgin shown.The sultailllty and use of this drawing for any structure Is the respondblllty of the Bulldlnp Designer per ANSVTPI 1 Sso.2. DUR.FAC. For more information see this job's general notes page and these web sitesSPACING 24.0" SPEC ITWBCG.www.itwbcg.com,TPI.www.tpinstorg W TCA.www.sbandustry com,ICC www.iccsafe org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) All plates are 3X4 except as noted. Top chord 2x4 SP#2:T1 2x6 SP#2: 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 13.00 ft from roof edge,RISK CAT III OR IV, Bot chord 2x4 SP#2 EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psi.GCpi(+/-)=0.18 Webs 2x4 SP#3 Wind loads based on MWFRS with additional C&C member design&reactions. Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Right and vertical not exposed to wind pressure. (a)Continuous lateral restraint equally spaced on member. Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50. WARNING:Furnish a copy of this DWG to the installation contractor.Special care must be taken during handling,shipping and installation of trusses.See"WARNING"note below. MilFRS loads based on trusses located at least 30.00 ft.from roof edge. fL' TI — i T2 .i T3 i T4 T5 �I 16'9'15 +I. 38s"g (a) �M 5 12 5 /6X6 WT W9 r'11 w1 W1w1 (a) (a) W3 (a) WB WB w10 a) W13 W15 17m W4 wz T a' w1 l _ 4X614X6 i �4%7 a = = 14%6 a) 2074 35'4'4 rN (�-4' 55"ll 41'-8"VERIFY B2 B3 04 R=755#U-483#RL=4131-126#W=8' R=30300 U=1128#W=3'8 R=1510#U=511#W=4'8 (Rigid Surface) (Rigid Surface) (Rigid Surface) SEAT PLATE REQUIRED SEAT PLATE REQUIRED LEFT RAKE=4'4" LEFT JIG=19'0"3 RIGHT JIG=39'8"9 DESC.= T2 SEQ= 130630 PLT.TYP.-WAVE DESIGN CRIT=F5C2014RES,TP1-2007FTRT=20%(0%y10(0) QTY=3 TOTAL=3 REV. 15.01.00A.0312.20 SCALE=0.1250 ##WARNIN01##READ AND FOLLOW ALL NOTES ON THIS DRAWIN01 TC LL 20.Opsf REF 'IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating,handling,shipping,installing and bracing Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and W TCA)for safely practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise,lop chord shall have properly attached structural sheathing and bottom chord shall have I Sup waere me 801 A., a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, BC DL 10.Opsf DRW G O ' O� B7 or BID,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. O.OY$f Refer to drawings 16OA-2 for standard plate positions. BC LL LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 37.OpSf O/A LEN. 55osoe &SUPPLY Inc. in conformance with ANSI/TPI 1,or for handling,shipping,installation&bracingof trusses. A all on this drawing or cover page Iledng this drawing.Indicates acceptance of professional englnsa ing responsibility solely for the design shown.The sulteblllty and use of this drawing for any structure Is the rasponsmluty,of the Building Designer per ANSI/TPI t Sec.2. DUR.FAC. 1.25 JOB#:33633A For more information see this job's general notes page and these web sites'. ITWBCG.www.ltwocg.com,TPI:www.tpinstorg:WTCA.www.sbcindustry.com;ICC:www.iccsafe.org SPACING 24.0" TYPE SPEC Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) All plates are 3X4 except as noted. Top chord 2x4 SP#2:T1 2x6 SP#2::T7 2x4 SP M-30: Brig blocks:0.128"x3",min.nails Bot chord 2x4 SP#2:133,B4 2x4 SP M-30: brg x-loc #blocks length/blk #nails/blk wall plate Webs 2x4 SP#3 2 20.042' 1 12" 4 Rigid Surface Big block to be same size and species as chord. Lumber value set"138"uses design values approved 1/30/2013 by ALSC Refer to drawing CNNAILSP1014 for more information. (a)Continuous lateral restraint equally spaced on member. 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 17.00 ft from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind loads based on MWFRS with additional C&C member design&reactions. Bottom chord checked for 10.00 psf non-concurrent live load. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50. WARNING:Fumish a copy of this DWG to the installation contractor.Failure to follow provisions of BCSI in handling and MW FRS loads based on trusses located at least 30.00 ft.from roof edge. installation of trusses can result in serious injuries.Do not permit inexperienced and uninstructed people to install trusses.See "WARNING"note below.BCSI recommends retaining a registered professional engineer for the design of temporary bracing. T1 T2 T3 T4 --+�—T5 +� T6 —� T7 +i r= 16'9'15 454'5 a H0510 .5X7 -6X8 -6X6 -6X6 .6Xa -5X5 2 a) 517 \IX W7 W9 W11 W1 W1 W/ la) (a) (a) b W3 (a) WB W6 e) W10 W13 W15 )17m W4 T WI a) W2 l' We -4X6 -4X5 -5X7 -4X7 .5Xe -4X6 -5X5 14X6 2074 42' - �4' + 62'2'4 31 B2 + 33 B4 +{ R=686/-56#U=4400 RL=4171-1300 W=a' R=3547#U=1296#W=3'6 R=1798 U=6026 W=5'8 (Rigid Surface) (Rigid Surface) (Rigid Surface) SEAT PLATE REQUIRED LEFT RAKE=4'4" LEFT JIG=19'0"3 RIGHT JIG=46'2"9 DESC.= T3 SEQ= 130632 PLT.TYP.-WAVE DESIGN CRIT=F13C2014RESRPI-2007 FT1RT=20(0%Vl0(0) QTY=6 TOTAL=6 REV. 15.01.00A.0312.20 SCALE=0.1250 ##WARNINGI##READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Budding Component Safety Information,by TPI and W TCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing par BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have 10.Opsf buy Weare me Sunders Wy a property attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, BC DL DRW G 4iv�O� B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. O.O $f Refer to drawings 160A-Z for standard plate positions BC LL p LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 37.Opsf O/A LEN. 620204 in conformance with ANSI/TPI 1,or for handling,shipping,installation&bracing of trusses. P 6 SUPPLY Inc. A seal on this drawing or cover a listing this drawing,Indicant eccepranc•of professional engineeringresponsibility•dNy for the design shown.The•ulubul end use this drawing for any structure a the res 1.25 JOB#:33633A ./` g h g r paamintyofth•BwldingDeslgn•rp«ANSVTPl1s•c.7, DUR.FAC. For more Information see this job's general notes page and these web sites'. ITWBCG.www.Itwbcg.wm,TPI:www.tpinst.org:WTCA:wwwsbondustry.com,ICC.www.iccsafe.org SPACING 24.0" TYPE SPEC Job: 33633A -Bernson-Al&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) All plates are 3X4 except as noted. Top chord 2x4 SP#2:T1 2x6 SP#2::T7 2x4 SP M-30: 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 17.00 ft from roof edge,RISK CAT III OR IV, Bot chord 2x4 SP#2 EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Wind loads based on MWFRS with additional C&C member design&reactions. Lumber value set"l 3B"uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. (a)Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets 1-/360 live and L/240 total load.Creep increase factor for dead load is 1.50. WARNING:Furnish a copy of this DWG to the installation contractor.Failure to follow provisions of BCSI in handling and MW FRS loads based on trusses located at least 15.00 ft.from roof edge. installation of trusses can result in serious injuries.Do not permit inexperienced and uninstructed people to install trusses.See "WARNING"note below.BCSI recommends retaining a registered professional engineer for the design of temporary bracing. �—T1 T2 T3 T4 +� T5 --� T6 T7 1619'15 + 45'4'5 ■H0510 -5X5 SX8 -8X8 -6X8 -SX8 r•4x5 12 a) ) 5 v e7% W7 W9 W11 W1 W1 Wi (a) (a) (a) b Ev W3 (a) We W8 a) W10 w13 L15 )770 m W4 w1 W2 l li xx4X6 r•4X5 -SX5 -4X7 -4X8 r•4X6 -4X5 11106 20'2'4 .). 42' - 4' + 82'74 81 B2 + B3 B4 R=75411 U=436#RL=417/-130#W=8' R=2995#U=13020 W=3'8 R=13860 Umf!"W=5'8 (Rigid Surface) (Rigid Surface) (Rigid Surface) SEAT PLATE REQUIRED LEFT RAKE=4'4" LEFT JIG=19'0"3 RIGHT JIG=46'2"9 DESC.= T4 SEQ= 130634 PLT.TYP.-WAVE DESIGN CRIT=Fec2014RES7rP1 2007 FTIRT=20%a%y10(0) QTY=1 TOTAL= 1 REV. 15.01.00A.0312.20 SCALE=0.1250 •'WARNINGI"READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF -IMPORTANT-FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating,handling,shipping,installing and bracing.Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and WTCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G Buy where me Budden fxrY a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. 0,0P$f Refer to drawings 16OA-Z for standard plate positions. BC LL LUMBER 'TW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 37.Opsf O/A LEN. 620204 S SUPPLY Inc. in conformance with ANSli 1,or for handling,shipping,installation&bracing of trusses. P A seal on this drawing or cover pegs listing this drawing,Irldlestas acceptance of profmoinel engineering responsibility solely for the 1.25 JOB#:33633A design shown.The suitability and use of this drawing for any structure is the responsibility of the aulltling Designer per ANSI/TPI 1 Sill DUR.FAC. For more Information see this job's general notes page and these web sites. SPACING 24.0" GABL ITWBCG.www.itwbcg.mm;TPI'www.tpinst.org;WTCA.www.sbcindustrycom;ICC.www.Iccsafe.org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) All plates are 3X4 except as noted. Top chord 2x4 SP#2:T1 2x6 SP#2::T7 2x4 SP M-30: 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 17.00 ft from roof edge,RISK CAT III OR IV. Bot chord 2x4 SP#2 EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Wind loads based on MWFRS with additional C&C member design&reactions. Lumber value set"l3B"uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. (a)Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 1.50. WARNING:Furnish a copy of this DWG to the installation contractor.Failure to follow provisions of BCSI in handling and MW FRS loads based on trusses located at least 15.00 ft.from roof edge. installation of trusses can result in serious injuries.Do not permit inexperienced and uninstructed people to install trusses.See "WARNING"note below.BCSI recommends retaining a registered professional engineer for the design of temporary bracing, T1 T2 T3 T4 T5 T6 T7 '. 16'10' + 45'44 .H0510 .5X5 .6X8 .6x8 .6X8 -6X8 .4X5 12 5 I� \7X W9 W11 wi W1 W1 \)N (a) 14 W3 (a) a) W10 W13 )N15 '17m W4 T a' w/ wz l' 14X8 .4X6 .4X5 .5X5 .07 .4X8 .4X6 .4X5 Ill 1 20'2'4- "} 42' - 4' .{. 6274 81 + B2 63 B4 -� R=7531 U�136#RLJ171-1301 W=8' R=29939 U=1302#W=3'8 R=13886 U=60010 W=5'8 (Rigid Surface) (Rigid Surface) (Rigid Surface) SEAT PLATE REQUIRED LEFT RAKE=4'4" LEFT JIG=19'0"4 RIGHT JIG=46'2"8 DESC.= T5 SEQ= 130644 PLT.TYP.-WAVE DESIGN CRIT=FI3C2o14RESaPl-2007FT1RT=20%(axy1o(0) QTY= 1 TOTAL=1 REV. 15.01.00A.0312.20 SCALE=0.1250 ••WARNINGIaa READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Budding Component Safety Information,by TPI and WTCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing par BCSI, Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRWG &N w1we tiro elwis-aw a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. O.Osf Refer to drawings 160A-Z for standard plate positions. BC Lp L LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss S SUPPLY Inc. In conformance with ANSI/TPI 1,or for handling,shipping,installation&bracing of trusses. TOT.LD. 37.Opsf O/A LEN. 620204 A ssel on thla drawing or oover p1pa listing this drawing,Indleates acceptance m pra«slaw engineering n/ponllblllty,1dtly for 101 1.25 JOB#:33633A design shown.The sultablllty and use Mile ile drii for any structure 11 the responsibility of the Building Designer per ANSVTPI 1 Bill DUR.FAC. For more information see this Job's general notes page and these web sites: ITWBCG:www.itwbcg,mm;TPI:wwtiomstorg;WTCA:www.sbcindustry.com;ICG wIcsafe.org SPACING 24.0" TYPEH I PM Job: 336330 -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) All plates are 3X4 except as noted. Top chord 2x4 SP#2:T1 2x6 SP#2::T7 2x4 SP M-30: 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 17.00 ft from roof edge,RISK CAT III OR IV, Bot chord 2x4 SP#2 EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/.)=0.18 Webs 2x4 SP#3 Wind loads based on MWFRS with additional CSC member design d reactions. Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. (a)Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent live bad. Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 1.50. WARNING:Furnish a copy of this DWG to the installation contractor.Failure to follow provisions of BCSI in handling and MW FRS loads based on trusses located at least 15.00 ft.from roof edge. installation of trusses can result in serious injuries.Do not permit inexperienced and uninstructed people to install trusses.See "WARNING"note below.BCSI recommends retaining a registered professional engineer for the design of temporary bracing. �- T1 T2 + T3 T4 +(�- T5 —�—T6 + T7 -I r 14'10' + 474'4 - al-10510 iii,5X5 .6x8 -6X8 -6X8 -6X8 .4X5 12 \W7 a a a517 %7X W5 W9 w11 W1 Wt W7(a)W3 la) WB a) W1D W13 W15 17m W4 T w W2 l' A t (a) .4x6 -4X6 -4X5 -SX5 -4X7 -4X8 .4x6 .4X5 14X6 r- 2074 + 42' -4' 6274 - B1 02 33 B4 �I R=751/-30 U=438#RL=388/-1220 W=8' R=3023#U=131D#W=3'8 R=1374#U=5926 W=5'8 (Rigid Surface) (Rigid Surface) (Rlgld Surface) SEAT PLATE REQUIRED LEFT RAKE=4'4" LEFT JIG= 16'10"5 RIGHT JIG=48'0"5 DESC.= T6 SEQ= 130636 PLT TYP.-WAVE DESIGN CRIT=FBC2014RES7TP1-2a0?FT/RT=20%lo%y10b) QTY=1 TOTAL=1 REV. 15.01.00A.0312.20 SCALE=0.1250 44WARNINGI.4 READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF -IMPORTANT-FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and W TCA)for safety practices prior to performing these functions.Installers shall provide temporary bracing per BCSI. Unless noted otherwise,lop chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G Buy Miller,me Sixim,OW properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. O.Onsf Refer to drawings 1600-2 for standard plate positions. BC LL LUMBER TW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the buss B BUPPLV Ino. in conformance with ANSI(TPI 1,or for handling,shipping,installation 8 bracing of trusses. TOT.LD. 37.Opsf O/A LEN. 620204 A i l on this drawing or cover page lledng this drawing,Indloehe ecceptanos of professional engineering responllemly.a.ly for the 1.25 JOB#:336330 dedgn shown.The sultabllIty and use of thle drawing for any structure Is the reaporamlllty of the Building Designer per ANSI/TPI 1 Secs. DUR.FAC. For more Information see this job's general rales page and these web sites: SPACING 240" HIP M ITWBCG:w—Awbcg.com;TPI.www.tpinstoww rg;WTCA: wsbcind . ustry.com;ICC.www.Iccsafe.org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) All plates are 3X4 except as noted. Top chord 2x4 SP#2:Tt 2x6 SP#2: 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 17.00 ft from roof edge,RISK CAT III OR IV, Bot chord 2x4 SP#2 EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Wind loads based on MWFRS with additional C&C member design&reactions. Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. (a)Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50. WARNING:Furnish a copy of this DWG to the installation contractor.Failure to follow provisions of BCSI in handling and MWFRS loads based on trusses located at least 15.00 ft.from roof edge. installation of trusses can result in serious injuries.Do not permit inexperienced and uninstructed people to install trusses.See "WARNING"note below.BCSI recommends retaining a registered professional engineer for the design of temporary bracing. I^ T1 —��T2 T3 T4 T5 T6 )" 1210' + 49'4.4 - ■HO510 .5X5 .6X6 .6X6 .6X6 .4X5 2 a) I T T 5 \7X WS W7 9 W11 W1 W1 Wl W1 a) a) a) (a) W3 W6 W6 W10 W13 W15 W17 19^ TW4 w1 w2 l 14X6 .4x6 .4X5 .5x5 .4x7 .5X6 .4X6 .4x5 14X6 f 2074 I 42' - F"—4' 6274 B1 -t— e2 + B3 B4 I R=752J-2&r U=444#RL=359/-114#W=8' R=30440 U=1309#W=3'6 R=1363*U=568#W=5'8 (Rigid Surface) (Rigid Surface) (Rigid Surface) SEAT PLATE REQUIRED LEFT RAKE=4'4" LEFT JIG= 14'8"8 RIGHT JIG=49'10"8 DESC.= T7 SEQ= 130638 PLT.TYP.-WAVE DESIGN CRIT=FBC2014RESTrPI-2007 FTIRT=20%(0%y10(0) QTY= 1 TOTAL= 1 REV. 15.01.00A.0312.20 SCALE=0.1250 **WARNINGI**READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF 'IMPORTANT-FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refer to and follow the latest edition of SCSI TC DL 7.Opsf DATE 02-24-2016 (Buil ding Component Safety Information,by TPI and W TCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,lop chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G Buy WWI,I"8.9m,But a properly attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or BID,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. 0 0 $f Refer to drawings 160A-Z for standard plate positions. BC L , P L LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss O/A LEN. 620204 &SUPPLY Inc. in conformance with ANSI/TPI 1,or for handling,shipping,installation&bracing of trusses. TOT.LD. 37.Opsf A 114111 on this drawing or rwvor" IlOng this drawing.Indicates acceptance of prcfesslonal engineering responsibility estaly for the design shown.The suitability and use of thls drawing for any structure Is the responsibility of the Building Designer par ANSI/TPI 1 Bsc.2. DU R.FAC. 1•2J JOB#:33633A For more Information see this job's general notes page and these web sites: SPACING 24.0" H I PM ITWBCG.www.ltwbcg.com,TPI.www.tpinst.org,WTCA:www.sbclndustry.com;ICC:vi ccsafe.org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) All plates are 4X6 except as noted. Top chord 2x4 SP#2 31 2x6 SP#2::T8 2x4 SP M-30: 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 17.00 ft from roof edge,RISK CAT 111 OR IV, Bot chord 2x4 SP#2:B4 2x4 SP M-30: EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Wind loads based on MWFRS with additional C&C member design&reactions. Lumber value set"138"uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. (a)Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50. WARNING:Furnish a copy of this DWG to the installation contractor.Failure to follow provisions of BCSI in handling and MW FRS loads based on trusses located at least 15.00 ft.from roof edge. installation of trusses can result in serious injuries.Do not permit inexperienced and uninstructed people to install trusses.See "WARNING"note below.BCSI recommends retaining a registered professional engineer for the design of temporary bracing. T1 I T2 + T3 T4 T5 I T6 —�—T7 ��T8 +{ r 10'10' f' 51'4'4 - I TX6(R) -3X5 -SXa -6X8 BX8 .6X8 .6X8 2 TT 5 v a •3X4 \7% WS W WB e) W10 a) W72 lel W1 Wt (a)W1 (a) m m w W7 W9 W11 W14 W16 18` T w4 1 w, w2 1 I t1 .3x4 -4X8 -4X5 -5X6 -4X7 -5X8 -3X4 20'74 } 42' - �—4' 62'24 B1 82 - + 33 I' B4 -I R=747/-43#U=4530 RL=3301-107#W=6' R=3085#U=13050 W=3'8 R=1355#U=5840 W=5'8 (Rigid Surface) (Rigid Surface) (Rigid Surface) SEAT PLATE REQUIRED LEFT RAKE=4'4" LEFT JIG=12'6"11 RIGHT JIG=51'815 DESC.= T8 SEQ= 130640 PLT.TYP.-WAVE DESIGN CRIT=F8C2014RESRPI-200TFTIRT=20%(0%y10(0) QTY=1 TOTAL= 1 REV. 15.01.00A.0312.20 SCALE=0.1250 "WARNIfti READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and W TCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing par BCSI Unless noted otherwise,lop chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G Bur Ween me eurrons Bur a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3, B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. BC LL O.Opsf Refer to drawings 16OA-Z for standard plate positions. LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss �j �1 O/A LEN. 620204 6 SUPPLY Inc. in conformance with ANSVTPI 1,or for handling,shipping,installation 8 bracing of trusses. TOT.LD. 37.Opsf design sshoownn m,sWnbility end usver e his dr winpror my iltrruuctuIs tresponsibility�of poft Builonal ding Designer ppr ANSVTPI I sibility solely forthe DUR.FAC. 1.25 JOB#:33633A For more Information see this Job's general notes page and these web sites. SPACING 24.0" H I PM ITWBCG.w—Twbcg.com,TPI.www.lpinst.org,WTCA.www.sbcindustry.com;ICC:www.iccsafe org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) All plates are 4X6 except as noted. Top chord 2x4 SP#2:Tt 2x6 SP#2::T6 2x4 SP M-30: 140 mph wind,15.00 fl mean hgl,ASCE 7-10,CLOSED bldg,not located within 17.00 fl from roof edge,RISK CAT III OR IV, Bot chord 2x4 SP#2 EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.16 Webs 2x4 SP#3 Wind loads based on MWFRS with additional C&C member design&reactions. Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. (a)Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50. WARNING:Furnish a copy of this DWG to the installation contractor.Failure to follow provisions of BCSI in handling and MWFRS loads based on trusses located at least 15.00 ft.from roof edge. installation of trusses can result in serious injuries.Do not permit inexperienced and uninstructed people to install trusses.See "WARNING"note below.BCSI recommends retaining a registered professional engineer for the design of temporary bracing. T1 T2 T3 T4 T5 ��T6 f- 13'10' + 517115 - ■7X8 .3X5 .H0610 .4x5 .6Xa .5X7 .5X7 12 5 p Axa w3 •) ws •) w7 •) W9 (•) w11 (a)w1 w1 Z-11 0. W4 W6 W8 W10 W13 17� l l W, (•) W2 111 .3x4 .3x4 .4x5 .5x7 .07 .5x6 .3X4 r= 2074 .1 40'3.11 - F-4' i80'5'15 B1 82 + B3 134 �( R=7M-g#U=478#RL=298/-98#W=8' R-2956#U=1243#W=3'8 R=129911 U=583#W=3'10 (Rigid Surface) (Rigid Surface) (Rigid Surface) SEAT PLATE REQUIRED LEFT RAKE=4'4" LEFT JIG=10'5" RIGHT JIG=51117 DESC.= T9 SEQ= 130642 PLT.TYP.-WAVE DESIGRCRIT=Fac2u14RES,7Pf-2007 FT/RT=20%b%y10(0) QTY= 1 TOTAL= 1 REV. 15.01.00A.0312.20 SCALE=0.1250 #aWARNINGIaa READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 2O.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme rare in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and WTCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC DL 1 O.Opsf DRW G a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or B70,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. OOr1Sf Refer to drawings 160A-Z for standard plate positions. BC L . L LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss 6 SUPPLY Ino. in conformance with ANSI/TPI 1,or for handling,shipping,installation 8 bracing of trusses. TOT.LD. 37.Opsf O/A LEN. 600515 A reel on this drawing or cover page listing this drawing,Irldlcetes acceptance of professional engineering responsibility sdNy for the y� design shown.The sultablllty and use W this drawing for any structure Is the responslblllty of the BulldIng Dulgner per ANSVTPI 1 Ssc.2. DUR.FAC. 1.25 JOB#:33633A For more information see this job's general notes page and these web sites: SPACING 24.0" HIPM- -� \ ITWBCG:www.itwbog.com,TPI:www.tpmstorg,WTCA:www.sbandustry.com,ICC:www.iccsafe.org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 2 Complete Trusses Required Top chord 2x6 SP#2 Bot chord 2x6 SP#2:83,134 2x6 SP#1 Dense: Nail Schedule:0.128"x3",min.nails Webs 2x4 SP#3:W8,W16 2x4 SP#2: Top Chord:1 Row @12.00"D.E. Lumber value set"138"uses design values approved 1/30/2013 by ALSC Bot Chord:1 Row @12.00"o.c. Webs :1 Row @ 4"o.c. All plates are 7X8 except as noted. Use equal spacing between rows and stagger nails in each row to avoid splitting. Brig blocks:0.128"x3",min.nails Right end vertical not exposed to wind pressure. brg x-loc #blocks length/blk #nails/blk wall plate 2 20.042' 1 12" 10 Rigid Surface Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. 140 mph wind,15.00 fl mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT III OR IV,EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. #1 hip supports 6-10-0 jacks to BC. Deflection meets L/360 live and 1-/240 total load.Creep increase factor for dead load is 1.50. WARNING:Furnish a copy of this DWG to the installation contractor.Failure to follow provisions of SCSI in handling and installation of trusses can result in serious injuries.Do not permit inexperienced and uninstructed people to install trusses.See "WARNING"note below.BCSI recommends retaining a registered professional engineer for the design of temporary bracing. �- T1 + T2 +� T3 + T4 + T5 - + T8 1- -6'10- } 537'15 .6X8 .4X5 .8X8 .07 .4X8 12 5 T TTT w W W W„ w, W, W, W4 W8 W8 W10 W13 W15 170 o a 1 T w2 111 .5X8 .SXl 114X6 .3X4 .4X4 .4X5 .5X8 .5X7 .5x12 .3X5 .4X8 ■3X6 2074 40'3'11- - �-4' 60'5'15 6'10' 53'7'15 e12Y Bi B2 B3 + BI R=791#U=288#W=8' R=7689#U=22148 W=3'8 R=34170 U=9820 W=3'10 LEFT RAKE=4'4" (Rigid Surface) (Rigid Surface) (Rigid S,,fine) LEFT JIG=8'3"7 SEAT PLATE REQUIRED RIGHT JIG=53'10"6 DESC.= T10 SEQ= 130646 PLT.TYP.-WAVE DESIGN CRIT=FBC2014RESaPI-2007 FT1RT=20%(0%y10(0) QTY=1 PLIES=2 TOTAL=2 REV. 15.01.00A.0312.20 SCALE=0.0868 #WARNINGI•#READ AND FOLLOW ALL NOTES ON THIS DRAW INGI TC LL 20.Op$f REF 'IMPORTANT-FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, -- Trusses require extreme care in fabricating,handling,shipping,installing and bracing.Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and W TCA)for safety practices prior to performing these functions.Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G Buy w1we rid StAid s Buy a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, bll��O� B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise, O.OPr1$f Refer to drawings 160A-Z for standard plate positions. BC LL LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss B37.0 $f 6 SUPPLY Inc. in conformance with ANSI/TPI 1,or for handling,shipping,Installation&bracing of trusses. TOT.LD. P O/A LEN. 600515 A III on this drawing or cover pspa liadng this drawing,Indicates soceptana of professional wglnawing responsibility solely for the1.25 JOB#:33633A design shown.The eultobllity and use of this drawing for any structure Is the responsibility of the Building Dell per ANBI/TPI 1 Bil DUR.FAC. For more information see this job's general notes page and these web sites SPACING 240" HIP M ITWBCG.www.ilwbcg .tpmwww. .com,TPI:wwwsrorg:WTCA: sbcindustry com,ICC.www . .,ccsafe org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.06 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x4 SP#2 71 2x6 SP#2: Bot chord 2x4 SP#2:83 2x4 SP M-30: Wind loads based on MWFRS with additional C&C member design&reactions. Webs 2x4 SP#3 Right and vertical not exposed to wind pressure. Lumber value set"138"uses design values approved 1/30/2013 by ALSC (a)Continuous lateral restraint equally spaced on member. Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 1.50. MW FRS loads based on trusses located at least 15.06 ft.from roof edge. T1 T2 T3 + T4 +I 31'7'4 - 12X .0 W7 •SX (a) W5 12 5 p W3 /5X8 a) B) (a) W4 W1 W2 .4x4(A2 y . . . e4 6(R) 31'7-4 -4' 31'7'4 01 B2 B3 R=1534#U=670#RL=6/61-11471 W=B' R=136871 U=545#W=5'8 (Rigid Surface) (Rigid Surface) SEAT PLATE REQUIRED LEFT RAKE=4'4" LEFT JIG=34'5"5 RIGHT JIG=357"8 DESC.= T11 SEQ= 130553 PLT.TYP.-WAVE DESIGN CRIT=FBC2014RES7TPI2007 FTIRT=20%(0%y10(0) QTY=7 TOTAL=7 REV. 15.01.00A.0312.20 SCALE=0.1875 ##WARNINQI'•READ AND FOLLOW ALL NOTES ON THIS DRAWIN01 TC LL 20.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and W TCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G aw WWI mers e Buildaw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, O�O� B7 or 810,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. OOr1af Refer to drawings 16OA-Z for standard plate positions. BC L . L LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss 370r�$f O/A LEN. 31o7oa &SUPPLY trio. in conformance with ANSI7TPI 1,or for handling,shipping,installation&bracing or trusses. TOT.LD. . P A awl on this drawing or cover poi llseng thls dr■wing,Indicates acceptance of professlonsl englnsering rasponsolllty adNy for the 1.25 JOB#:33633A design shown.The sult.blllty and use of this drawing for III structure is the responsibility of the Bulldlrg Designer per ANSVTPI 1 Bill DUR.FAC. For more Information see this job's general notes page and these web sites: SPACING 240" MONO ITWBlw CG:www . cg.com:TPI:www.tpinstorg,WTCA.www www TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) Negative reaction(s)of-525#MAX.(See below)from a non-wind load case requires uplift connection. Top chord 2x4 SP#2:T1 2x6 SP#2: 140 mph wind,16.35 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT III OR IV, Bot chord 2x4 SP#2:132 2x4 SP M-30: EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Wind loads based on MWFRS with additional C&C member design&reactions. Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. (a)Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 32.70 ft.from roof edge. T1 T2 T3 T4 37'8'8 /3X SX W9 /7X W7 W5 12 5 p (a) S (a) W3 /6X6 a) W8 W6 a) W4 W1 W2 �4XS(A2 I- M14M 3X4 -X5 • • -3X4 14XB(R) 314'8 + 6'5• -1 —4' + 37'9'8 at .�. B2 �. E13 -1 R=1308#U=602#RL=718/-145#W=8' R=21228 U=813#W=5'8 (Rigid Surface) (Rigid Surface) SEAT PLATE REQUIRED Rte/-5259 Rw=890 U=242#W=3'8 (Rigid Surface) SEAT PLATE REQUIRED LEFT RAKE=4'4" LEFT JIG=41'1"11 RIGHT JIG=41'9"11 DESC.= T1 1A SEQ= 130667 PLT.TYP.-WAVE DESIGN CRIT=FBC2014RESfTPI-2007 FT/RT=20%(0%y10(0) QTY=1 TOTAL=1 REV. 15.01.00A.0312.20 SCALE=0.1667 "WARNINGI##READ AND FOLLOW ALL NOTES ON THIS DRAWING[ TC LL 20.Op$f REF 'IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care In fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions.Installers shall provide — temporary bracing per SCSI. Unless noted otherwise,lop chord shall have properly attached structural sheathing and bottom chord shall have 1 OO Sf Buy w"n,rite Burgers Buy a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per B . CSI sections B3, BC DL p DRW G f`�,Illllz 87 or B10,as applicable.Apply plates to each fare of truss antl position as shown above antl on the Joint Details,unless noted otherwise. O.O $f Refer to drawings 16OA-Z for standard plate positions. BC LL pBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss O/A LEN. 370908 SUPPLY Inc. m conformance with ANSI/TPI 1,orfor handling,shipping,installation&bracing of trusses. TOT.LD. 37.Op$f design hhooiwn.Tit::wabilityyr. dwpo�thistlnwingforathis nystructunl.tMpreeponsblilltance of lyoft Sulonlil�ngD iggnlirlearing erpprANBUTPIISec.2for the DUR.FAC. 1.25 JOB#:33633A For more information see this job's general notes page and these web sites: ITWBCG:www.ilwbcg.col TPI.www.tpinst.org:WTCA:www.sbcmdustry.com,ICC:www.lccsafe.org SPACING 24.0" TYPE MONO Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x6 SP#2 73 2x4 SP#2: Bot chord 2x4 SP M-30:B2 2x4 SP#2: Wind loads based on MWFRS with additional C&C member design&reactions. Webs 2x4 SP#3 Right end vertical not exposed to wind pressure. Lumber value set"1313"uses design values approved 1/30/2013 by ALSC (a)Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50. MW FRS loads based on trusses located at least 15.00 ft.from roof edge. T1 + T2 + T3 2D' 11'74 - \5li R) W3 W5 w /7X 12 (a) 1.5 v W4 W7 (a) �wi W2 �3%5(A1 i ■ 4%6 31'74 4' 31'7'4 B1 1 132 R=1444#U=748#RLQ 91-94#iii R=1164#U=537#W=5'13 (Rigid Surface) (Rigid Surface) SEAT PLATE REQUIRED LEFT RAKE=4'4" LEFT JIG=21107 RIGHT JIG=14'72 DESC.= T12 SEQ= 130562 PLT.TYP.-WAVE DESIGNGRiT=FBC2D14RES7TPI.2W7 FTJRT=s0%(c%y10(0) QTY=1 TOTAL= 1 REV. 15.01.00A.0312.20 SCALE=0.1875 a•WARNINGI#a READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF -IMPORTANT-FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refer to and follow,the latest edition of SCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and W TCA)for safety practices prior to performing these functions. Installers shall provide -- temporary bracing per SCSI. Unless noted otherwise,lop chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G aw wrwe me avaews&6 a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 137 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. O.OP$f Refer to drawings 16OA-Z for standard plate positions. BC LL ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss LUMBER 37.Opsf 6 SUPPLY Inc. in conformance with ANSVTPI 1,or for handling,shipping,installation&bracing of trusses. TOT.LD. P O/A LEN. 310704 A M,on this drawing or oovr paps listing this drawing,Indicates ameptanoe of professional engineering responsibility so1Ny for the 1.25 JOB#:33633A design shown.TTI0 aulhblllly an tl use of tnla drawing for any structure is 1 0 responelblllty of the Building lhslgner per AN81/TPI 1 Ssc.2. DUR.FAC. For more information see this job's general notes page and these web sites. SPACING 24.0" H I PM ITWBCG.www.itwbcg.com:TPI.www.lpinst,org.WTCA:www.sbcinduslry.com;ICC www i—afe.org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x6 SP#2 33 2x4 SP#2: Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Webs 2x4 SP#3 Right end vertical not exposed to wind pressure. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC (a)Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 15.00 ft.from roof edge. T1 + T2 T3 1a' + 137*4 - \5X7 ■4 4 \W4 AW7 12 /7X 5� a) W1 W2 ■3X5(AI i 12X4 ■ ■ ■ 4X6 31'7'4 4 31'74 81 B2 R=1444#U=762#RL=4201-906 W=8' R=1165#U=531#W=5'8 (Rigid Surface) (Rigid Surface) SEAT PLATE REQUIRED LEFT RAKE=4'4" LEFT JIG=19'87 RIGHT JIG=15'9"8 DESC.= T13 SEQ= 130556 PLT.TYP.-WAVE DESIGN CRiT=Fec2a14RES/TPisomFTfRT-2o%(0%y10q) QTY= 1 TOTAL= 1 REV. 15.01.00A.0312.20 SCALE=0.1875 #WARNINGI'#READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF -IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care in fabricating,handling,shipping,Installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and WTCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing par BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G aw , IV,—Me aurrdns&'y a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, O�O� 87 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. 00rlsf Refer to drawings 16OA-2 for standard plate positions. BC LL Y LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss 6 SUPPLY Ino. in conformance with ANSI/TPI 1,or for er hpandling,shipping,installation&bracing of trusses. TOT.LD. 37.Opsf O/A LEN. 310704 design shown.rn,suitability and use d1 this drawing for anthis drawing, structure la therwpona bltence of Pry�le Building Desional gnpinsibility t ANSV Pl solely ec.2for e DUR.FAC. 1.25 JOB#:33633A For more information see this Job's general notes page and these web sites: SPACING 24.0" H I PM ITWBCG.www.itwbcg.com:TPI.www.lpinst.org,WTCA:www.sbcmdustry.com,ICC:www.iccsafe.org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x6 SP#2:T3 2x4 SP#2: Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Webs 2x4 SP#3 Right end vertical not exposed to wind pressure. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC (a)Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50. Mill loads based on trusses located at least 15.00 ft.from roof edge. T1 T2 T3 16 15'74 - 115 ■ 4 W3 W5 w 12 /IX a) (a) 5 v a) W4 W7r91 wt W2 �XIA i ■ ■ ■ ■ Is 31'74 F 4' 31'7'4 B1 e2 + E13 R=1448#U=775#RL=3911466#W=6' R=1166#U=5260 W=5'6 (Rigid Surface) (Rigid Surface) SEAT PLATE REQUIRED LEFT RAKE=4'4" LEFT JIG= 17'67 RIGHT JIG=17'2"2 DESC.= T14 SEQ= 130560 PLT.TYP.-WAVE DESIGN CRIT=Fec20I4RES/TPI-2007 FT1RT=20%i0%y10(p) QTY= 1 TOTAL= 1 REV. 15.01.00A.0312.20 SCALE=0.1875 ##WARNINGI##READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care in fabricating,handling,shipping,Installing and bracing. Refer to and follow the latest edition of SCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and WTCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G a property attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. O.Onn$f Refer to drawings 160A-Z for standard plate positions. BC LL Y LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 37.Op$f O/A LEN. 310704 & SUPPLY Inc. In conformance with ANSI/TPI 1,or for handling,shipping,installation&bracing of trusses. design own,The sWtibroty and use of thio drawing for this my sIndicates tructure I�herrespons blpllttyy off fillonmil s Bullding Designer ppr ANBUTPI 1 Soc.2 adely for the DUR.FAC. 1•2J JOB#:33633A For more Information see this lob's general notes page and these web sites. SPACING 24.0" HIP M ITWBCG:www.Itwbcg.com;TPI.wwwwwwwW¢ .tpinst.org;WTCA:w .sbandustry.com,ICC. csafe org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x6 SP#2 73 2x4 SP#2::T4 2x4 SP M-30: Bot chord 2x4 SP#2:132 2x4 SP M-30: Wind loads based on MWFRS with additional C&C member design&reactions. Webs 2x4 SP#3 Right end vertical not exposed to wind pressure. Lumber value set"l 3B"uses design values approved 1/30/2013 by ALSC (a)Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 15.00 ft.from roof edge. TI .+. T2 T3 T4 —j 14' + 177.4 - a5%7 R .6X6 -4X5 W3 W5 W 12 O7X (a) (a) 5 p W4 W7� W1 W2 a3%5(A1 112X4 3X4 r. 4X6 31'7.4 F. 431'7'4 81 132 R=144611 U=788#RL=3627-83#W=8- R=1166#U=521#III (Rigid Surface) (Rigid Surface) SEAT PLATE REQUIRED LEFT RAKE=44" LEFT JIG=15'4"8 RIGHT JIG=18'8"9 DESC.= T15 SEQ= 130564 PLT.TYP.-WAVE DESIGN CRIT=Fec2014RES7rPl-2007FT1RT=20x(0%yI0n)) QTY=1 TOTAL= 1 REV. 15.01.00A.0312.20 SCALE=0.1875 #WARNINGI##READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT•'FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and W TCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G Gw wM%a roe Guiders Gvca r a properly attached rigid ceiling. Lotions shown for permanent lateral restraint of webs shall have bracing installed per SCSI sec8ons B3, ��0� 67 or 810,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. OOr1$f Refer to drawings 16OA-Z for standard plate positions. BC . LL P LUMOCR ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 37.Opsf O/A LEN. 310704 -.,F- in conformance with ANSI/TPI 1,or for handling,shipping,installation&bracing of trusses. 6 SUPPLY Ino. A seal on this drawing or cover page Ilailng this drawing,Indicate&acceptance of professional anglnesring responsibility solely for the design shown.The sulteblllty and use of this drawing for any structure Is the responsibility of the Building Designer per ANSUTPI 1 Sacs. DUR.FAC. 1.25 JOB M 33633A For more information see this job's general notes page and these web sites. SPACING 240" HIP M ITWBCG:www.itwbcg.com,TPI:www.tpmstorg,WTCA:www.sbcindustry corm ICC.www.iccsafe.org . TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x6 SP#2:T3,T4 2x4 SP#2: Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Webs 2x4 SP#3 Right end vertical not exposed to wind pressure. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC (a)Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 1.50. MW FRS loads based on trusses located at least 15.00 ft.from roof edge. �—T1 T2 T3 + T4 —{ r 12' + 21'1'11 TIII a5% 5 I 12 7X W3 w5 W7 w (a) (a) 5 W4 W6 g 'jn tin w1 W2 ■4x4(A2 04X6 f' 33'1'11 - —4' 3311'11 B1 02 + 83 R=1505#U=824#RL=333/-82#W=8' R=1225#U=5400 W=3'10 (Rigid Surface) (Rigid Surface) SEAT PLATE REQUIRED LEFT RAKE=4'4" LEFT JIG= 13'2"8 RIGHT JIG=21'10"3 DESC.= T16 SEQ= 130558 PLT.TYP.-WAVE DESIGN CRIT=FBC2014RES/TPI-2007 FT/RT=20%10%y10(0) QTY= 1 TOTAL= 1 REV. 15.01.00A.0312.20 SCALE=0.1875 4#WARNIII READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF 'IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. — Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and WTCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G suy where me au'Alm bey a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. O.Op$f Refer to drawings 16OA-Z for standard plate positions. BC LL LUMBER ITOT.LD. .0 TW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss 37f� &SUPPLY Inc. in conformance with ANSI/TPI 1,or for handling,shipping,installation&bracing of trusses. Psf O/A LEN. 330111 A Neal on this drawing or cover pal listing this drawing.Indicates acceptance of professional mglntwring responsibility wlNy for the 1.25 JOB#:33633A design shown,The sultablllty and use of this drawing for any structure IN the raponsiblllry of tits eulldlrg Designer per ANSI/TPI 1 Sada. DUR.FAC. For more Information see this job's general notes page and these web sites. SPACING 24.0" HIP M ITW BCG.www.Ihvbcg com,TPI.www.tpinstorg,WTCA-www sbcinduslrycom,ICC.www ccsafe org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x6 SP#2 32 2x4 SP#2::T3 2x4 SP M-30: Bot chord 2x4 SP#2:B3 2x4 SP M-30: Wind loads based on MWFRS with additional C&C member design&reactions. Webs 2x4 SP#3 Right end vertical not exposed to wind pressure. Lumber value set"l 3B"uses design values approved 1/30/2013 by ALSC (a)Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 7.50 ft.from roof edge. T1 + T2 T3 --j 10' 23'1'11 15 iix3X4 ■SX5 B —411 12W3 (a) W5 (9) w 5 W1 W2 W4 wi y ■—(Al 05 ■ M-12 a4X8 33'1'11 �—4' 33'1'11 - B1 02 B3 J R=1505#U=838#RL=304/-78#W=8' R=1225#U=536#W=3'10 (Rigid Surface) (Rigid Surface) SEAT PLATE REQUIRED LEFT RAKE=4'4" LEFT JIG= 11'0"8 RIGHT JIG=237"5 DESC.= T17 SEQ= 130551 PLT.TYP.-WAVE DESIGN CRIT=FBC2014RES/TPIa007 FT/RT=20%(0 ou1ol0) QTY=1 TOTAL=1 REV. 15.01.00A.0312.20 SCALE=0.1875 #WARNINGI"READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and W TCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G Bow Who,,hro B.4 Buy a properly attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. BC LL O.Opsf Refer to drawings 160A-2 for standard plate positions. ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,anyfailure to build the truss TOT.LD. r1 O/A LEN. 330111 LUi& RR BUPPL.Y Inc. in conformance with ANSI/TPI i,or for handling,shipping,installation 8 bracing of Trusses. 7' Ps design awn.The drawing or and uw W this drawing for ainto ny structure lla t,lindleat" he rresponsblptance,of pllttyy alf the Bul dional ing Designerlppeir aAN9UTPl NYS r.2., DUR.FAC. 1.25 JOB#:33633A For more Information see this job's general notes page and these web seas TW . SPACING 240" HIP M IBCGwww . .Itwbcg.com,TPP. . www.lpinst,org,WTCA.www.sbclndustry.com,ICG www TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.00 fl mean hgl,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT III OR IV,EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x6 SP#2 Bot chord 2x6 SP#1 Dense Wind loads and reactions based on MWFRS. Webs 2x4 SP#3:W9 2x4 SP M-30: Right end vertical not exposed to wind pressure. Lumber value set"1313"uses design values approved 1/30/2013 by ALSC #1 hip supports 8-0-0 jacks to BC. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50. T1 T2 + T3 25'1'11 - T .6X6 13X4 .7X8 .4 7 xame is m 5 12 \2X W2 W4 WB W I 12 WS 8l0in .5X6(A, w, !�V-V in .4X5 an—lu - -5X12 .6xa 12 33'1.11 4' 33'1'11 8' 25'1'11 - r B1 -� B2 B3 -I R=2607#U=76710 W=8' R=2556#U=669*W=3.10 (Rigid Surface) (Rigid Surface) SEAT PLATE REQUIRED LEFT RAKE=4'4" LEFT JIG=8'10"9 RIGHT JIG=25'5"3 DESC.= T18 SEQ= 130598 PIT.TYP.-WAVE DESIGN CRR=FlIC2014RES77P1-2007FTIRT=20%(0%yl0(0) QTY=1 TOTAL= 1 REV. 15.01.00A.0312.20 SCALE=0.1875 *WARNINGI##READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 20.Opsf REF -IMPORTANT-FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care 1n fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and W TCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have 1 0.0 $f III Weare me&,W-Buz a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, BC DL P DRW G OI�O� B7 or 810,as applicable.Apply plates to each fare of truss and position as shown above and on the Joint Details,unless noted otherwise. BC LL O.Opsf Refer to drawings 160A-Z for standard plate positions. LUMBCR ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss 37.Opsf S SUPPLY Inc. in conformance with ANSI/TPI 1,or handling,shipping,installation 8 bracing oftrusses. TOT.LD. O/A LEN. 930111 A awl on this drawing or cover pat•listing this drewing.Indicates acceptance of prohulonal anglnesring responsIblllty sidely the 1.25 JOB#:33633A design shown.The wltablllly and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 18:1 DU R.FAC. For more information see this Job's general notes page and these web sites. SPACING 240" HIP M ITWBCG.www.itwbcg.com,TPI.www.tpinst.orgi WTCA:wwwsband . ustry.com:ICC.www org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.00 ft mean hgt,ASCE 7.10,CLOSED bldg,Located anywhere in roof,RISK CAT III OR IV,EXP C,wind TC Top chord 2x4 SP#2:T1 2x6 SP#2::T3 2x4 SP M-30: DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Webs 2x4 SP#3 Right end vertical not exposed to wind pressure. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Right cantilever is exposed to wind (a)Continuous lateral restraint equally spaced on member. Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psi non-concurrent live load. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50. r T1 .� T2 + T3 T4 i- 27'4' 37 �4XSIR) \3X4 /7X WS W7 12 5 W3 /5X7 a) W al W4 Wi W2 ■3XSIA1 i ■ ■ ■ N.A. 1= 27'9'8 i 2'g'8 �4' 30'7' B1 + B2 R=1325#U=gla#RL=658/-132#W=B' R=gid Su U=1) W=5'8 (Rigid Burtace) (Rigid Surface) SEAT PLATE REQUIRED LEFT RAKE=44" LEFT JIG=29'9"12 RIGHT JIG=12'4"2 DESC.= T19 SEQ= 130765 PLT.TYP.-WAVE DESIGN CRIT=FBG2014RES7 P1-2007FVRT=20%d%y101W QTY=9 TOTAL=9 REV. 15.01.00A.0312.20 SCALE=0.1875 #WARNINGI##READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Op$f REF -IMPORTANT-FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care in fabricating,handling,shipping,Installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and W TCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing par SCSI. Unless noted otherwise,lop chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G BW Werra tee B.""ales a properly attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or 810,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. O.OIr1�$f Refer to drawings 160A-Z for standard plate positions. BC LL Y LUMBERITW BuildiTOT.LD.ng Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss 37.0r1Sf 8■UPPLV Inc. in wnformance with ANSVTPI 1,or for handling,shipping,installation 8 bracing of trusses. P O/A LEN. 300700 A ml on this dnwing or cover page Ibdng this drawing,Indicates acceptance of profNalonal englnsering naponsl0lllty solely for the 1.25 JOB#:33633A design shown.The sultil■1d use of this drawing for any structure Is the ruponelbilltyof the Building Dulgner per ANSI/TPI 1 Sec.2. DUR.FAC. For more information see this job's general notes page and these web sites. ITWBCG www.itwbcg.com;TPI'.www.tpinst org;WTCA:wwwsbandustry.com,ICC.www.iccsafe.org SPACING 24.0" TYPE SPEC Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x4 SP#2:T1 2x6 SP#2::T3 2x4 SP M-30: Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Webs 2x4 SP#3 Right end vertical not exposed to wind pressure. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Left and right cantilevers are exposed to wind (a)Continuous lateral restraint equally spaced on member. Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 15.00 ft.from roof edge. fL" T1 T2 T3 T4 274" 3'3' 14 (R) %3X4 /7X W7 W9 12 5 l7 W5 /5X6 a) W W3 a) WB /4X W4 ■3X4(A1 W1 W2 1 is 3X4 —3'B" "( 24'1"8 278—�{ F 4' I 30.7" B1 .+ 82 R=1544#U=839#RL=4851-132#W=8' R=1232#U=812#W=5"8 (Rigid Surface) (Rigid Surface) SEAT PLATE REQUIRED LEFT RAKE=4'4" LEFT JIG=29'9"12 RIGHT JIG=12'4"2 DESC.= T20 SEQ= 130767 PLT.TYP.-WAVE DESIGN CRIT=FBC2014RESr PI-2007 FTIRT=20%(0%y10b) QTY=4 TOTAL=4 REV. 15.01.00A.0312.20 SCALE=0.1875 **WARNING[**READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care In fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and W TCA)for safety practices prior to performing these functions.Installers shall provide temporary bracing per BCSI, Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G Buy C L . Nwe me Sulas,Wry a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 405 B7 or BID,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. OOfI$f Refer to drawings 16OA-Z for standard plate positions. B L P LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 37.Op$f O/A LEN. 300700 &SUPPLY Ino" in conformance with ANSIi 1,or for handling,shipping,installation&bracing of trusses, tlwlgn own.The sWublaor llry, d upage of this draw ng for my■Indicates tructure Is thensporn btancis of Ptroy of the BulldIsional Bng Dwlpnerppeir•ilillity ANSV PI 1 Sec.7 DU R.FAC.for the 1.25 JOB#:33633A For more information see this job's general notes page and these web sites: SPACING 24.0" SPEC ITWBCG.www.itwbcg.com;TPI.wwwApinst.org:WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x4 SP#2 Bot chord 2x4 SP#2:B2 2x4 SP M-30: Wind loads based on MWFRS with additional C&C member design 8 reactions. Webs 2x4 SP#3 Right end vertical not exposed to wind pressure. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Left and right cantilevers are exposed to wind (a)Continuous lateral restraint equally spaced on member. Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50. MWFRS loads based on located at loiiintTl 5 00 it from roof odgai T2 T3 -}• T4 r 274• "'i"' 3.3' .i .4X4 •3x4 /3X4 W7 W9 12w/SX 5� ( r n it h g (a) W l w 05x6 W6 W4 w W2 T] .3X4(81 1 —3%4 .3%4 .3X4 .3% 4 ,3X4 H~T13 + 24'1'8 + 2'9'8—� 30'7' fL B1 B2 R=1379#U=611#RL=382/-900 W=8' R=1323#U=838#W=5'8 (algid Surface) (Rigid surface) SEAT PLATE REQUIRED LEFT RAKE=11" LEFT JIG=29'9"12 RIGHT JIG=12'4"2 DESC.= T21 SEQ= 130750 PLT.TYP.-WAVE DESIGN CRiT=FBC2014RESaPws007FTfRT=20%(o%y10(0) QTY=3 TOTAL=3 REV. 15.01.00A.0312.20 SCALE=0.2500 '•WARNINGI••READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and W TCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing par BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G BW W0a4#n&`0m fop a properly attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 87 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. O.OPfI$f Refer to drawings 160A-Z for standard plate positions. BC LL LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss rmTOT.LD. 37.Opsf O/A LEN. 300700 6 SUPPLY Ino. 'n conformance with ANSI/TPI 1,or for handling,shipping,installation&bracing of trusses. dNpn shown.The sWubty i cover o this drewing for this y structure Is<Indlostm Mresponsibilityptence of tyal the Bulessional�n g Designerperppf responsibility 1 Sl solely for a DU R.FAC. 1.25 JOB#:33633A . For more information see this Job's general notes page and these web sites: SPACING 240" SPEC 666 ITWBCG.www.ltwbcg.com;TPI.www.tpmstorg,WTCA.www.sbcmw . dustry.com;ICC:ww, .iccsafe.org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/.)=0.18 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Webs 2x4 SP#3 Right end vertical not exposed to wind pressure. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Left and right cantilevers are exposed to wind (a)Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50. MW FRS loads based on trusses located at least 15.00 ft.from roof edge. r T1 �- T2 T3 J r— 20' .I-' 107" 04X5 -3%4 xx3X4 /3X4 W WS W7 12 a) 5 p (a) b w m m /5x5 (a) we we 10 W4 IN w2 .3x(Bi -3X4 .3X4 -3X4 %4 ii2X4 ,3X4 f3X4 I�3'B' I 24'1"8 + 276 1' + 30'7' fL" 61 .}. B2 R=12730 U=6430 RL=344/480 W=8" R=1111#U=455#W=518 (Rigid Surface) (Rigid Sun—) SEAT PLATE REQUIRED LEFT RAKE=1'1" LEFT JIG=21107 RIGHT JIG=13'9"9 DESC.= T22 SEQ= 130754 PLT.TYP.-WAVE DESIGN CRIT=FBC2014RESITPI2007FT/RT=20%(0wl0(0) QTY= 1 TOTAL=1 REV. 15.01.00A.0312.20 SCALE=0.2500 eeWARNINGle4 READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care in fabricating,handling,shipping,instellmg and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24.2016 (Building Component Safety Information,by TPI and WTCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have Weer. BC DL 10.Opsf DRW G Buy .rM SuIli BUY a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3, OI�O� 67 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. 0,0P Sf Refer to drawings 160A-Z for standard plate positions. BC LL LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss 37.0r1$f O/A LEN. 300700 a SUPPLY Inc. In conformance with ANSVTPI 1,or for handling,shipping,installation 8 bracing of trusses. TOT.LD. P t. design show)n,The sn this Whb�y,and use of thle tlor cover page nwing for anthis y structur Indicates responsibility tence of pof M�Bullal�rp DNlpn�ppr sitillity,solely for the ANSVV7PI I Sec.7 DUR.FAC. 1.25 JOB#:33633A �\ For more information see this lob's general dotes page and these web sites: SPACING 24.0" HIP M ITWBCG:www.itwbcg.com;TPI.www.tpinst,org;WTCA.www.sbcmdustry.com;ICC.www.iccsafe.org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/_)=0.18 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Wind loads based on MW FRS with additional C&C member design&reactions. Webs 2x4 SP#3 Right end vertical not exposed to wind pressure. Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Left and right cantilevers are exposed to wind (a)Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psi non-concurrent live load. Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 15.00 ft.from roof edge. �—T1 T2 T3 -1 j 18' 127' - 0+5X5 r•3X4 .3%4 W WS W7 12 /3X4 5 p (a) la) 1 Q ed W3 we WB 10 (a) /5X W4 W1 W2 -3X(all X52X4 Y2%4 3X4 �—TV + 24.1'8 + 79'8�{ 7' 30'7' B1 + 02 -I R=12760 U=6590 RL=31514511 W=8' R=11120 U=446#W=5'8 (Rigid surface) (Rigid Surface) SEAT PLATE REQUIRED LEFT RAKE=11" LEFT JIG= 19'87 RIGHT JIG=14'11"1 DESC.= T23 SEQ= 130745 PLT.TYP.-WAVE DESIGN CRiT=FBC2014RESaPi-2007 FTIRT=ZQ%b%p10(0) QTY=1 TOTAL= 1 REV. 15.01.00A.0312.20 SCALE=0.2500 ••WARNINGI'•READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf [REF"IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to antl follow the latest eddtion of SCSI TC DL 7.Opsf TE 02-24-2016 ding Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise,top chard shall have properly attached structural sheathing and bottom chard shall haveBC DL 10.Opsf WG BuV'where me 8uedecs M a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections 83,O� B7 or 810,as applicable.Apply plates to each face of truss and position as shown above antl on the Joint Details,unless noted otherwise. 0,0 sf Refer to drawings 160A-Z for standard plate positions. EIC LL pLUMBER ITW Budding Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss 44:r6.SUPPLY Ino. In conformance with ANSVTPI 1,or for handling,shipping,installation&bracing of trussesTOT.LD. 37.OPSf LEN. 300700 A sesl on this drawing or cover page Ilsdng this drewing,Irtdlratm acceptena of professional Inplhearing responaIblllty adely for the 1.25 B#:33633A design shown.The sulabnity.nd use of this dri leg for any structure Is the responalblllty of the Building Designer per ANSVTPI i Sil DUR.FAC. For more information see this job's general notes page and these web sites'. SPACING 24.0" H I PM ITWBCG.www.ilwbcg.com;TPI.www.lpinst.org;WTCA:www.sbcmduslry com,ICC.www,lccsafe.org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Webs 2x4 SP#3 Right end vertical not exposed to wind pressure. Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Left and right cantilevers are exposed to wind (a)Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 15.00 ft.from roof edge. r T1 T2 T3 16' + 147" /5X5 r•3X4 -3X4 \\W \Vla) 12 5 17 /6X6 W (a) W9 W2 W3 qT� -3 (BI 1 I12%4 a3X4 a3%4 53X4 .3X4 12X4 /3X4 r•3X4 24'1'8 I 278 1 30'7" - fL" B1 82 E13 -I R=1273#U=666#RL=283140#W=8' R=1111#U=438#W=5'8 (Rigid Surfer.) (Rigid Surface) SEAT PLATE REQUIRED LEFT RAKE=11" LEFT JIG=17'67 RIGHT JIG=163"1 DESC.= T24 SEQ= 130751 PLT.TYP.-WAVE DESIGN CRIT=FBC2014RESrrPI-2007 FTIRT=20%(0%y10(m QTY=1 TOTAL= 1 REV. 15.01.00A.0312.20 SCALE=0.2500 ##WARNINGI#'READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF ••IMPORTANT•'FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and W TCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing par BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G Buy where me 801-B#y a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. OOflsf Refer to drawings 160A-Z for standard plate positions. BC . LL P LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,anyfailure to build the truss p f� O/A LEN. 300700 B SUPPLY ino. in conformance with ANSI/TPI 1,or for hpandling,shipping,installation&bracing of trusstenois of es. TOT.LD, 37.Opsf design shown,Th suA owl on this italblgor lity and use of this drawing for anthis y structure Is th,Indicates errespon�responsibility Mie Bul donal ing DesignInserIng er per ANSVTPI 1 solely for e DUR.FAC. 1.25 JOB#:33633A For more information see this job's general poles page and these web sites. SPACING 24.0" HIP M ITWBCG.www.itwbcg.com;TPI:www.tiamst.org;WTCA:www.sbcindustry.com;ICC.www.iccsafe.org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x4 SP#2 34 2x4 SP M-30: Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Webs 2x4 SP#3 Right end vertical not exposed to wind pressure. Lumber value set"13B"uses design values approved 1130/2013 by ALSC Left and right cantilevers are exposed to wind (a)Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 15.00 ft.from roof edge. 1- T1 T2 - + T3 T4 -1 14' ■5X5 -6x6 3X4(R) W4 WB w 12 5 17 06X (a) (a) W5 W7 W9 W W2 W3 -3 (B1 112X4 -3X4 W3X4 -3X4 112%d 03X4 -3X4 3'8' I 241'0 2'9'8�{ 307• L 81 + E12 R=1273#U=690#RL=257/-38#W=8- R=1111#U=29#W=5'8 (Rigid Surface) (Rigid Surface) SEAT PLATE REQUIRED LEFT RAKE= 1'1" LEFT JIG= 15'4"8 RIGHT JIG=17'9"1 DESC.= T25 SEQ= 130756 PLT.TYP.-WAVE DESIGN CRIT=FBC2014RES7TPI-2007FT/RT=20%Io%u10(0) QTY= 1 TOTAL= 1 REV. 15.01.00A.0312.20 SCALE=0.2500 #eWARNINGIa#READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Op$f REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safely Information,by TPI and W TCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise,lop chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRWG Buy iii rte a MMI Buy a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or BID,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. O.OPr1$f Refer to drawings 160A-Z for standard plate positions. BC LL LUMCER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss 37Of O/A LEN. 300700 6 YUPpLV Ino. In conformance with ANSI7TP1 1,or for handling,shipping,installation&bracing of trusses. TOT.LD. . pS A seal on this drawing or cover page Ihdng this drawing,indicates acceptance of profaesbnal engineering neeponelblllty,solely for the design shown.The sultablllty,and use of this drawing for any structure is the responsibility of the Building Designer per ANSIRPI 1 Sil DU R.FAC. 1.25 JOB#:33633A For more Information see this job's general notes page and these web sites. ITWBCG..www.11wbcg.com,TPI:www.tpinst org;WTCA:www.sbondustry.com;ICC:www iccsafe.org SPACING 24.0" TYPE HIPM Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.00 it mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psi,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Webs 2x4 SP#3 Right end vertical not exposed to wind pressure. Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Right cantilever is exposed to wind (a)Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 15.00 ft.from roof edge. fL' T1 + T2 .� T3 12' + 18'7' -4X5 -3X4 5X5 iix3X4 2 W3 W5 W7 w 5 p j3X (a) W4 W6 W8 10 Wt W2 3X5(01 a2X4 i•3X4 4 a3X4 3X4 92X4 .3X4 2778 1 278 1' 30'7- 81 B2 J R=10950 U=485#RL=22&-359 W=8- R=1270#U=482#Vill (Rgid Surface) (Rigel Surface) SEAT PLATE REQUIRED LEFT RAKE=11" LEFT JIG=13'2"8 RIGHT JIG=194"10 DESC.= T26 SEQ= 130747 PLT.TYP.-WAVE DESIGNCRIT=FBC2014RES(TPl-2007FTrRT=20b(0hyl0(0) QTY=1 TOTAL= 1 REV. 15.01.00A.0312.20 SCALE=0.2500 #•WARNINGI••READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT-FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care n fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and WTCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G Buy Whe'#me,BW M BW. a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. O.OPr1sf Refer to drawings 160A-Z for standard plate positions. BC LL LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss r1 A SUPPLY Ino. In conformance with ANSI7TPI 1,or for handling,shipping,installation&bracing of trusses. TOT.LD. 37.Opsf O/A LEN. 300700 A trwl on FIs dowing or Sour polo Ilacng this dr■wing,Indlntes acceptance of pI'ofMUoral a gine ring reeponralbllly 1rolNy to the 1.25 JOB#:33633A deelgn shown.The sulteblllty end use of thle drewing for any structure I#the reeponelblllty of the Bullding Deelgner per ANSVTPI 1 Bill DUR.FAC. For more information see this job's general notes page and these web sites'. SPACING 24.0" H I PM ITWBCG:www.itwocg.com;TPI:www.tpinst.org;WTCA.wwwebcmdustry.com,ICC.www.iccsafe.org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 2 Complete Trusses Required Top chord 2x4 SP#2 Bot chord 2x6 SP#2 Webs 2x4 SP#3 Nail Schedule:0.128"x3",min.nails Top Chord:1 Row @12.00"o.c. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Bot Chord:1 Row @ 9.25"o.c. Webs :1 Row @ 4"o.c. 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT III OR IV, Use equal spacing between rows and stagger nails EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 in each row to avoid splitting. Wind loads and reactions based on MWFRS. Special loads ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Right cantilever is exposed to wind TC-From 55 pff at-1.00 to 55 pff at 10.00 TC-From 28 pff at 10.00 to 28 plf at 23.72 #1 hip supports 10-0-0 jacks to BC. TC-From 28 pff at 23.72 to 28 pff at 30.58 BC-From 4 plf at-1.00 to 4 plf at 0.00 Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50. BC-From 20 plf at 0.00 to 20 pff at 10.03 BC-From 10 pff at 10.03 to 10 pff at 16.00 BC-From 10 plf at 16.00 to 10 pff at 30.58 BC-1526.00 Ib Conc.Load at 10.03 BC-321.16 Ib Conc.Load at 12.06,14.06,16.06,18.06 20.06,22.06,24.06,26.06,28.06,30.06 Right end vertical not exposed to wind pressure. T1 -�= T2 + T3 r+ 10' { 207' -4X5 .3X5 a5x6 -3X4 5 l7 W2 W4 W6 w \2X4 W3 WS W7 S W1 gT -4X5(A1 LLU1 .4X5 =5%5 4X4 #4X4(R) 4X6WB 4X4 f 27'9'8 .}. 2'9^8�{ 307' 10'0^6 2'0'6 2'---.�-2'-�4�2•-t -2•-�1�-2'-��y 2•-��2•�1�-2• i I J J uz44 3mr 321r s1r 3rr 3:1r B1 B2 R=26254 U=911#W=8' R=3805#U=1347#Ai (Rigid Surface) (Rigid Surface) SEAT PLATE REQUIRED LEFT RAKE=1'1" LEFT JIG=11'0"8 RIGHT JIG=21'1"5 DESC.= T27 SEQ= 130758 PLT.TYP.-WAVE DESIGN CRI-SC2014RES TPI-2007 FPRT-20%b oy10b) QTY= 1 PLIES=2 TOTAL=2 REV. 15.01.00A.0312.20 SCALE=0.2500 •4WARNIN01'#READ AND FOLLOW ALL NOTES ON THIS DRAWIN01 TC LL 20.Opsf REF "IMPORTANT""FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and WTCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have 1 0.0 sf Buy Where me Burners Buy a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, BC DL p DRW G B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. O 0 sf Refer to drawings 160A-Z for standard plate positions. BC L , p L LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 37.Opsf O/A LEN. 300700 &SUPPLY Ino. in conformance with ANSIffPI 1,or for handling,shipping,installation 8 bracingof trusses. A owl on this drawing or cover page listing this drawing.Indicates acceptance of professional engineering responsibility solely for the design shown.The suitability and use of this drawing for any structure Is the responsibility of the Bullding Dalgner per ANSIrtPI 1 Sai DUR.FAC. 1.25 JOB#:33633A For more information see this job's general notes page and these web sites. ITWBCG:www.itwbcg.com;TPI:www.tpinsl.org,WTCA:wwwsbcinduslry.com;ICG www.lccsafe,org SPACING 24.0" TYPE HIPM Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x6 SP#2:T3 2x4 SP#2: Bot chord 2x4 SP M-30:B2 2x4 SP#2: (a)Continuous lateral restraint equally spaced on member. Webs 2x4 SP#3 :Rt Bearing Leg 2x4 SP#3: Bottom chord checked for 10.00 psf non-concurrent live load. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50. Special loads MWFRS loads based on trusses located at least 30.00 ft.from roof edge. ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 55 plf at-4.00 to 55 plf at 10.04 TC-From 55 plf at 10.04 to 55 plf at 18.33 TC-From 55 plf at 18.33 to 55 plf at 19.78 BC-From 4 plf at-4.0Q to 4 Ip f at 0.00 BC-From 20 plf at u.OITfo pplFat-i'.00 T1 T2 T3 BC-From 20 plf at 12.00 to 20 pff at 19.48 a s. TC-239.00 Ib Conc.Load at 19.48 19'5"13 Wind loads based on MWFRS with additional C&C member design&reactions. 1'5"5+{ v4X4 3X4 R) NZ �7X 12 M1 5 p (a) &2%4 w, w2 T -2X4(A1 11 2X4 1113X5(R) r 19'9"5 —4' } 19'5'13 81 + B2 —� R=1007#U=581#RL=4241-85#W=8" R=g46#U=380#WxY (Rigid Surface) (Rigid Surface) SEAT PLATE REQUIRED LEFT RAKE=4'4" LEFT JIG=20'0"13 RIGHT JIG=87'14 DESC.= T28 SEQ= 130660 PLT.TYP.-WAVE DESIGN CRIwFec2014RES7rPI-2007FTIRT=20i10oy10(0) QTY=10 TOTAL=10 REV. 15.01.00A.0312.20 SCALE=0.2500 ##WARNINGI##READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. - Trusses require extreme care in fabricating,handling,shipping,Installing and bracing. Refer to and follow the latest edition of SCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and W TCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G aw where me III 8,,y a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. OOr1$f Refer to drawings 160A-Z for standard plate positions. BC . LL P LUMBER 'TW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 37.Opsf O/A LEN. 190905 &SUPPLY Inc. in conformance with ANSUTPI 1,or for handling,shipping,installation&bracingof trusses. A "Ion this drawing or covera Iladng thle drawing.Indicant acceptance of professional engineering reeponelblllty solely for the deelgn shown.The sultabllity and usso}this drawing for any structure Is the responalbllllyof the Building Dwlgner per ANsu1Pi 1 Sil DUR.FAC. 1.25 JOB#:33633A For more Information see this job's general notes page and these web sites: SPACING 24.0" MONO ITWBCG:www.itwbcg.com,TPI:www tpinst.org;WTCA:www.sbcindustry.com;ICC'.www.iccsafe.org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x4 SP#2 Bot chord 2x4 SP M-30:132 2x4 SP#2: (a)Continuous lateral restraint equally spaced on member. Webs 2x4 SP#3 :Rt Bearing Leg 2x4 SP#3: Bottom chord checked for 10.00 psf non-concurrent live load. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 1.50. Special loads MWFRS loads based on trusses located at least 7.50 ft.from roof edge. ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 55 plf at 0.00 to 55 ptf at 6.53 TC-From 55 plf at 6.53 to 55 plf at 18.33 TC-From 55 plf at 18.33 to 55 plf at 19.78 BC-From 20 plf at 0.00 to 20 plf at 12.00 BC-From 20 plf at 12.00 to 20 plf at 12.17 BC-From 60 plf at 12.17 to 60 plf at 15.00 BC-From 20 plf at 15.00 to 20 plf at 19.48 TC-239.00 Ib Conc.Loa 1 0 at 19.48 T7 + T2 T3 -� Wind loads based on MWFRS with additional C&C member design&reactions. 1 19'5'13 r3e; r' 18'4' - - 1'5'5�{ 63X4 13X4 R) /3X 12 5C71 12X4 11 1011 /5X5 (a) W3 .zxa wl T -3X4(B1 11 3X4 3X4 13X5(R) 19'9'5 19'5'13 Fl B1 02 -� R=777#U=239#RL=28&-29#W=8' R=1053#U=373#W=3' (Rigid Surface) (Rigid Surface) SEAT PLATE REQUIRED LEFT JIG=20'0"13 RIGHT JIG=8'2"14 DESC.= T29 SEQ= 130662 PLT.TYP.-WAVE DESIGN CRIT=FBC2014RES,7P620W FTrRT=20%(0%yl0h) QTY= 10 TOTAL=10 REV. 15.01.00A.0312.20 SCALE=0.2500 ••WARNINGI••READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Op$f REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and WTCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,lop chord shalt have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G Buy w�rere me BurMers Buy a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. O.Orr11$f Refer to drawings 160A-Z for standard plate positions. BC LL Y LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 37.0r1$f OIA LEN. 190905 6 SUPPLY Inc. in conformance with ANSI/TPI 1,or for handling,shipping,installation&bracing of trusses. P A east on this drawing or cove pa s slating this drawing Indlestes acceptance of professional snglnesring responsolllty solely for the 1.25 JOB#:33633A design shown.The sultablllty Ind use Onto drawing for any structure Is the responsiblllry of the Sullding Dealgne per ANSVTPI 1 Ssi DUR.FAC. For more information see this job's general notes page and these web sites. SPACING 24.0" MONO ITWBCG:www.itwbcg.com;TPI:www.lpinst.org,WTCA.www.sbcindustry.com,ICC:www.iccsafe.org TYPE Job:33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) Special loads —(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Top chord 2x4 SP#2 TC-From 55 plf at 0.00 to 55 plf at 10.03 Bot chord 2x6 SP#2 TC-From 28 plf at 10.03 to 28 pH at 11.00 Webs 2x4 SP#3 TC-From 28 plf at 11.00 to 28 pH at 11.97 TC-From 55 plf at 11.97 to 55 plf at 22.00 Lumber value set"'I 3B"uses design values approved 1/30/2013 by ALSC BC-From 20 plf at 0.00 to 20 ptf at 10.03 BC-From 10 pH at 10.03 to 10 plf at 11.97 140 mph wind,15.00 It mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT III OR IV,EXP C,wind TC BC-From 20 plf at 11.97 to 20 plf at 22.00 DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 BC-389.53 Ib Conc.Load at 10.03,11.97 Left and right cantilevers are exposed to wind Wind toads and reactions based on MW FRS. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50. Bottom chord checked for 10.00 psf non-concurrent live load. T1 T2 -4X4 12 w 5 p r •3X %3X5 W4 W2 W1 w6 ;2X4(A1 LLIJ T 1 e3X4 -3X5 -6X6 -3X5 7 4 22 10'0'6 111'4 1010'8 aBw aea B1 .}. B2 R=1205#U=3890 W=3'8 R=12058 U=389#W=3'8 (FCPWP 565Psi) (Faperp 585ps1) LEFT JIG=12'1"8 RIGHT JIG=12'1"8 DESC.= T30 SEQ= 130587 PLT.TYP.-WAVE DESIGN CRRBIC2014RESRPI-2007FTIRT=20%(0%yI0(0) QTY= 1 TOTAL= 1 REV. 15.01.00A.0312.20 SCALE=0.3750 #WARNIN01##READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT••FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and W TCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G Buy where Ms Haw"Buy" a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. 00 sf Refer to drawings 16CA-2 for standard plate positions. BC L . L P LUMBER in conformance Buildln with Components Ifflol or up handling,shipping,not be possibleinstallatifor r bracing of to from this drawing,any failure to build the truss TOT.LD. 37.0psf O/A LEN. 22 8 SUPPLY Ino. A seal on this drawing or cover page IIll thle drawing,Indicates acceptance of professional englnesring reepomlblllty solely for the deslgn shown.The sulteblllty,and use of thle drawing for any structure Is the responelblllty of the BulldIng Designer per ANSUTPI 1 Sil DU RTAC. 1.25 JOB#:33633A !� For more information see this job's general notes page and these web sites: SPACING 240' COMN ITWBCG:www.itwbcg.com;TPI:www.Ipinst.org;WTCA:wwwabw . andustry.com;ICC: ww.iccsafe.org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED FROM COMPUTER INPUT(LOADS&DIMENSIONS)SUBMITTED BY TRUSS MFR. Value Set:136(Effective 6/1/2013) 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x6 SP#2 Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Webs 2x4 SP#3 Bottom chord checked for 10.00 psf non-concurrent live load. Lumber value set"'I3B"uses design values approved 1/30/2013 by ALSC Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 7.50 ft.from roof edge. T1 T2 .5x7 92X w 3X4 12 5 .2X4(A1 -2X4(A1) in W W4 3X4 T W1 W2 we b TT 1 Y3%5 r•3%6 02X4 8'5'12 + 7' 855 4'9' 3'5"4 7'38 871 4:{ 21'7'13 fL' 131 82 B3 —� R=186#U=111#RL=1221-119#W=3'8 R=8330 U=295#W=0" R=528#U=150#W=8" R=212#U=141#W=3"8 (Riga Surface) (Rigid Surface) (Rigid Surface) (RigW Surface) SEAT PLATE REQUIRED SEAT PLATE REQUIRED LEFT RAKE=4'9"3 REVISE RIGHT RAKE=4'9"3 LEFT JIG=6'11"12 RIGHT JIG=6'11"12 EESC.= T31 SEQ= 130783 PLT.TYP.-WAVE D.1.14CRiT=FBC2u14RH11I-N07 FTNT=2px(pv,ylp(p) QTY= 1 TOTAL=1 REV. 15.01.00A.0312.20 SCALE=0.3750 ##WARNINGI##READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF 'IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating,handling,shipping,Installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safely Information,by TPI and WTCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing par SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G �ak Mere &means aw a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections 83, B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. O.OP$f Refer to drawings 160A-Z for standard plate positions. BC LLBER ITN Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss SUPPLY Ino. in conformance with ANSI/TPI 1,or for handling,shipping,Installation&bracing of trusses. TOT.LD. 37•upaf O/A LEN. 22 A awl on this drewing or cover peps listing thle growing.IndlahY acceptance of professional anglnNring nYpomlollty YolYly for the 1.25 JOB#:33633A design shown.The sultablllty and use of this drowing for any structure Is the rosponelblllty of the Building Designer per ANSUTPI 1 Sec.2. DU R.FAC. For more information see this job's general notes page and these web sites: ITWBCG.www.itwbcg com,TPI:www.tpmst.org,WTCA.wwwsbcinduslry.com,ICC www.icesafe.org SPACING 24.0" TYPE COMN Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT 111 OR IV,EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psi.GCpi(+/-)=0.18 Top chord 2x6 SP#2 Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Webs 2x4 SP#3 End verticals not exposed to wind pressure. Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50. MW FRS loads based on trusses located at least 7.50 ft.from roof edge. T1 -}- T2 3. '+" 4'8• 04X5(R) 12 /3X4 5 p W3 W W2 W1 in W5 114% WXB :3X8 TB- B1 R=5280 U=537#RL=127/-140#W=8' R=5280 U=515#W=11" (Rigid Surface) (Rigid Surfers) SEAT PLATE REQUIRED SEAT PLATE REQUIRED 7DESCREVISE . E=4'4" RIGHT RAKE=4'4" =5'11" RIGHT JIG=6'10"15 T32 SEQ= 130781 AVE oesicR.11T=1l3.W14RESRPI-2oe7PTIRT=2a1(o,Ir1o(el QTY= 1 TOTAL= 1 REV. 15.01.00A.0312.20 SCALE=0.5000 "WARNINGIa•READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, ---- Trusses require extreme care in fabricating,handling,shipping,installing and bracing.Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and W TCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing par BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRWG &1YW#ere M8 Supers euy a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or BID,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise, O.O Pf1$f Refer to drawings 160A-Z for standard plate positions. BC LL LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss f O/A LEN. 70800 6 SUPPLY Inc. m conformance with ANSItTPI 1,or for handling,shipping,installation&bracing of trusses. TOT.LD. 37.Op$ design shown.m,Mhblglltyrend uN pigs drathis ngfor drawing. bWty of dilonel e Bundlilirrial ng Designer per AN81/TPI I S solely r.2 DU R.FAC. 1.25 JOB#:33633A For more information see this lob's general notes page and these web sites. ITWBCG.www.itwocg.com.TPI.www.tpintil WTCA.www.sbcmduslrycom,ICC.www.iccsafe.org SPACING 24.0" TYPE SPEC Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) Special bads ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Top chord 2x4 SP#2 TC-From 55 pH at 0.00 to 55 plf at 10.03 Bot chord 2x6 SP#2 TC-From 28 pff at 10.03 to 28 plf at 12.67 Webs 2x4 SP#3 TC-From 28 plf at 12.67 to 28 plf at 15.30 TC-From 55 plf at 15.30 to 55 plf at 25.33 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC BC-From 20 plf at 0.00 to 20 plf at 10.03 BC-From 10 pH at 10.03 to 10 plf at 15.30 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT III OR IV,EXP C,wind TC BC-From 20 plf at 15.30 to 20 plf at 25.33 DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 BC-389.53 Ib Conc.Load at 10.03,15.30 BC-157.01 Ib Conic.Load at 12.06,13.27 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psi non-concurrent live load. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50. T1 T2 12T* -}- 12a• .4x4 5 p w /4X5 •4x5 91 W4 w, W W2 we -2.4(A1 02X4(A1) 6X5 6X6 4X5 4% fid% 4- 17'4' 25'4- 10'0'6 2'0.651 1-+�-2'0.6 1010.6 - B1 + B2 R=1422#U=489#W=8• R=1422#U=489#W=B' (Rigid Surface) (Rigid Surface) SEAT PLATE REQUIRED SEAT PLATE REQUIRED LEFT JIG=13'11"2 RIGHT JIG=13'11"2 DESC.= T34 SEQ= 130590 PLT.TYP.-WAVE DESICNCRiT=FaC2a14RESn l2007FTrRT=20%(0%y10m) QTY= 1 TOTAL= 1 REV. 15.01.00A.0312.20 SCALE=0.2500 #WARNINGI##READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care in fabricating,handling,shipping,installing and bracing.Refer to and follow the latest edition of SCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and WTCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have00 $f Buy where me&.1ders ,Buy a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, BC DL P DRW G f' �lilil B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwiseBC LL O.Opsf Refer to drawings 16OA-Z for standard plate positions.BER TWBuilding ComponentsGroup Inc.shall not be responsible for any deviation from thisdrawing,any failure to build thebuss O/A LEN. z5oaoo SUPPLY Inc. in conformance with ANSI/TPI 1,or for hpantlling,shipping,installation 8 bracing of trusses. TOT.LD. 37.Op$f for the design ownA out .Th this Mlalblglltyrand use of thle drrethIs iwing for andrawling, sIndicates tructure Is therrespons bltance of llprofessional he Buildling De Igner per AN9UTPI solely 81w.7 DUR.FAC. 1.25 JOB#:33633A For more information see this Job's general rates page and these web sites. SPACING 24.0" COM N ITWBCG.www.dwbcg.com,TPI.www.(pinst.org,WTCA:www.sbcmdustry.com:ICC.www.iccsafe.org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psi.GCpi(+/-)=0.18 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional CSC member design&reactions. Webs 2x4 SP#3 Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Lumber value set"136"uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets 1-/360 live and L/240 total load.Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 7.50 ft.from roof edge. T1 T2 12'9" +}. 12'9" -4X4 2 w 5 p /3X4 •3X4 w4 w w wz Wit�3XX�4(B1 -3X4(.1) 1 3X4 3X4 .3x4 4' r2X 112X 17'4' 4' 25'4' B1 .I. e2 R=10199 U=556#RL=1371-1370 W=9" R=1020#U=559#W=9' (Rigid Surface) (Rigid Surface) SEAT PLATE REQUIRED SEAT PLATE REQUIRED LEFT JIG=13'11"2 RIGHT JIG=13'11"2 DESC.= T36 SEQ= 130487 PLT.TYP.-WAVE DESIGN CRIT=FBC2014RESTP62W7 FTIRT=2e%(o%y1e(0) QTY=2 TOTAL=2 REV. 15.01.00A.0312.20 SCALE=0.2500 ##WARNINGI"READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trussesrequire extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safely Information,by TPI and W TCA)for safety practices prior to performing these functions. Installers shell provide temporary bracing par BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have I $f oat Maes roe&Md-ave a properly attached rigid ceiling. Locations shown for permanent lateral restraint of web .1 OOP. s shall have bracing installed per BCSI sections B3, BC DL DRW G ��0� B7 or 610,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. OO $f Refer to drawings 160A-Z for standard plate positions. BC L . L P LUMBER ,to Building Components Group Inc.shall not de responsible for any deation from this drawing,any failure to build the truss TOT.LD. 37.Opsf O/A LEN. 250400 8 SUPPLY Ino, in conformance with ANSlrTPI 1,or for handling,shipping,installation&bracingof trusses. A fall on MIs drawing or cover page Ileting this drawing,Indicates acceptance M profpdonal engineering responUblllty solely for the 1.25 JOB#:33633A design shown.The sultabllity,and use W this drawing for any structure Is the responelblllty,of the Building Designer per AN9l/TPI 1 Sai DU R.FAC. For more information see this job's general notes page and these web sites: ITWBCG.www.ltwbcg.com,TPI:www.lpinst,org:WTCA.www.sbcmdustry.com:ICC www.iccsafe.org SPACING 24.0" TYPE COMN Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,23.74 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 13.00 ft from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Webs 2x4 SP#3 Right end vertical not exposed to wind pressure. Lumber value set"l 3B"uses design values approved 1/30/2013 by ALSC (a)Continuous lateral restraint equally spaced on member. Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 1.50. WARNING:Furnish a copy of this DWG to the installation contractor.Special care must be taken during handling,shipping MW FRS loads based on trusses located at least 23.74 ft.from roof edge. and installation of trusses.See"WARNING"note below. T1 T2 T3 T4 27'2.8 17'1'4 - -4X6 12X4 12X 02x 2X4 12X W7 12 5 W5 2%4 /5X W9 2X4 12x W3 W6 will /1 a) 12X W2 W4 a who I� �.3X5(Dwit 1 12X4 2%4 12 4 -4X6 12%4 12X4 12% 12X4 12 12X4 12X4 12%4 1 11 45'0'2 45'0.2 B1 + B2 B3 R=10308 U-100p8 RL=7/-5plf W=45'0"1 (Rigid Surface) LEFT JIG=30714 RIGHT JIG=20'8"5 DESC.= P1 SEQ= 130603 PLT.TYP.-WAVE DESIGN CRIT=FBC2014RESRPI-2007 FnRT=20%I0%y10(0) QTY=6 TOTAL=6 REV. 15.01.00A.0312.20 SCALE=0.1875 '•WARNINGI'•READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, -- Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and WTCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chard shell have BC DL 10.Opsf DRW G Buy . P wt ,me&Moiv,Bur a properly attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 105 B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. OO $f Refer to drawings 160A-Z for standard plate positions. BC LL LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss Alp S SUPPLY Inc. In conformance with ANSI/TPI 1,or for handling,shipping,installation&bracing of trusses. TOT.LD. 37.Opsf O/A LEN. 450405 design @"I town,The suitability 1 douse o�this draw ng for any structure Is the rresporn bdlostes acceptance of�ty of the Buildional ing DNlpnerppeir ANSUTPI 1 Sec.2for 1 DUR.FAC. 1.25 JOB#:33633A For more Information see this job's general notes page and these web sites. ITWBCG.www.Itwbcg.com,TPI.www.tpinstorg,WTCA:www.sbandustry.com,ICC:www.tmsafe.org SPACING 24.0" TYPE SPEC Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) All plates are 2X4 except as noted. Top chord 2x4 SP#2 140 mph wind,23.74 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT 111 OR IV,EXP C,wind TC Bot chord 2x4 SP#2 DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Wind loads based on MW FRS with additional C&C member design&reactions. Lumber value set"136"uses design values approved 1/30/2013 by ALSC Right and vertical not exposed to wind pressure. Truss designed to support 1-4-0 top chord outlookers and 6.75 PSF cladding load one face,and 24.0"span on opposite face. Top chord must not be cut or notched. See DWGS A14030ENC101014&GBLLETIN1014 for gable wind bracing requirements. Bottom chord checked for 10.00 psf non-concurrent live load. (a)Continuous lateral restraint equally spaced on member. WARNING:Furnish a copy of this DWG to the installation contractor.Special care must be taken during handling,shipping Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 1.50. and installation of trusses.See"WARNING"note below. Ti + T2 + T3 T4 —moi fi 27'2'8 17'1.4 - �SXB -e 4 5X5 M13 12 M11 M15 5 p �SXfi M9 M17 M7 I M19 M12 M14 MS M10 M18 M 1 MB M78 M3 MB M20 M2 M4 1,22� •3X5(D1 M1 5X6 �4 8 45'0'2 45.0.2 B1 .f. B2 B3 R=136plf U=100pd RL=91-7plt (Rigid Surface) LEFT JIG=30'2"14 RIGHT JIG=20'8"5 DESC.= P2 SEQ= 130785 PLT.TYP.-WAVE DESIGN CRIT=FBC2014RES/TPI-2007 FT1RT=20%10%y10(0) QTY= 1 TOTAL= 1 REV. 15.01.00A.0312.20 SCALE=0.1875 "WARNINGIa'READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf FDATE "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf 02-24-2016 (Building Component Safety Information,by TPI and W TCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf But'WWI 0111 Bulbs BW a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,O_� B7 or B10,as applicable.Apply plates to each face of truss antl position as shown above antl on the Joint Details,unless noted otherwise. O.O $f Refer to drawings 160A-Z for standard plate positions. BC LL PLUMBER ITWBuilding Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss ON. C SUPPLY Inc. in conformance with ANSI7TPI 1,orfor handling,shipping,installation&bracing of trusses. TOT.LD. 37.Opsf 450405 A seal on this dr&wln��cr coveca r page listing this drawing,Indicates ecplance of professional englneshng responsibility solely for the design shown.The aulhDlllty and use of this drawing for any structure Is the responsibility of the Building Designer per ANSVTPI 1 Sso.2. DU R.FAC. 1.25 JOB#:33633A For more Information see this job's general notes page and these web sites ITWBCG:www.Ilwbcg.com,TPI.www.lpinsl.org,WTCA:www.sbcmdustry.com;ICC:www.Iccsafe.org SPACING 24.0" TYPE GABL Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,23.74 ft mean hgl,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.1 B Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Webs 2x4 SP#3 Right end vertical not exposed to wind pressure. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC (a)Continuous lateral restraint equally spaced on member. Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 23.74 ft.from roof edge. T1 + T2 + T3 �re 27'2'8 10.5"8 �{ .xs 2x4 02X 2X4 12x 2X4 12X W7 2x4 5 p j5X 12 W5 12% W3 WB WB 12X W2 W4 0 W1 -3X4(D1 12X 12%4 -3X5 12X4 12X4 2X4 12X4 3X5 12X4 12X4 12X4 2%4 394'9 38'4.8 B1 .f. B2 B3 R=101p8 U=100pd RL=7/-3plf W=38'4'9 (Rko Surface) LEFT JIG=30'2"14 RIGHT JIG=15714 DESC.= P3 SEQ= 130463 PLT.TYP.-WAVE DESIGNCRn=FBC2014RESRPI-2007 FT/RT=20%(0%y10(0) QTY=5 TOTAL=5 REV. 15.01.00A.0312.20 SCALE=0.1875 eeWARNINGl4e READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and WTCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have 1 O.O $f 9uY Were Me Bonders Buy a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, BC DL p DRW G OI�O� B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise.10 OO $f Refer to drawings 160A-Z for standard plate positions. BC . LL P LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss O Q YUPPLV Ino. in conformance with ANSli 1,or for handling,shipping,installation&bracing of trusses. TOT.LD. 37.Opsf O/A LEN. 380609 design s Mown.The stab ting yand cover o pegs listing draw nig for any Itructure 11 therre4ponl btance of pry of the Bullessional�ngn Designer W ANSVrPI 1 S solely r.2.1 DU R.FAC. 1.25 JOB#:33633A For more information see this job's general notes page and these web sites. ITWBCG:www.ilwbcg.com;TPI.www.tpinst.org,WTCA:www.sbandustry.com.ICC www.iccsafe.org SPACING 24.0" TYPE SPEC Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT 111 OR IV,EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x4 SP M-30 Bot chord 2x4 SP#2 Wind loads and reactions based on MW FRS. Webs 2x4 SP#3 Right end vertical not exposed to wind pressure. Lumber value set"1313"uses design values approved 1/30/2013 by ALSC (J)Hanger Support Required,by others The following members need concentrated loads at the heel:8-0-0 span/setback member on the 4-0-0 cant side requires 143 lbs and the 8-0-0 span/setback member on the 4-M cant side requires 143 lbs. Sub-fascia beam assumptions:8-M sub-fascia beam on the 4-M cantilever side.8-"sub-fascia beam on the 4-0-0 cantilever side. Hipjack supports 10-0-0 setback jacks.Jacks up to 7'have no webs.Longer jacks supported to BC.4-0-0 cant one face, 4-0-0 cant opposite face. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50. T1 r14'1'11 111%4 W3 12 3.54 F_ 3%4 W2 w7 .2X4(B1 T 1 ° a4Xs(R) 5'7.14 14'111 B1 R=1024#U= 12#W=11.5 R=233/-57#U=14# (Rigid Surface) H=Ht SEAT PLATE REQUIRED LEFT JIG= 14'10"11 RIGHT JIG=141"13 DESC.= HJ10A SEQ= 130582 PLT.TYP.-WAVE DESIGN CRIT-FBC2a14RESRPI-2007FT1RT=zo%(0%yl0(0) QTY=4 TOTAL=4 REV. 15.01.00A.0312.20 SCALE=0.5000 #WARNINGI##READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF -IMPORTANT-FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and WTCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,lop chord shell have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G ba wf,r me B.'W"aIry a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, O�O� B7 or BID,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. O.Ott''��sf Refer to drawings 160A-Z for standard plate positions. BC LL Y LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss O/A LEN. S SUPPLY Inc. in conformance with ANSlTPI 1,or for handling,shipping,installation 8 bracing of trusses. TOT.LD. 37.Opaf 140111 A sesl on this drawing or cover papa hating this drawing,Indicates acceptance of professional arlglnea ing responsibility solely for the 1.25 JOB#:33633A design shown.The suitability and use of this drawing for any structure a the responsibility of th•Sulaing Designer W ANSVTPI f Sei DU RTAC. For more Information see this job's general notes page and these web sites. ITWBCG.www.itwbcg.aom,TPI:www.tpinsl.org;WTCA:www.sbandustry.com;ICC.www.iccsefe.org SPACING 24.0" TYPE HIP JACK Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 2 Complete Trusses Required Top chord 2x6 SP#1 Dense:T2 2x6 SP#2: Bot chord 2x4 SP#2 Webs 2x4 SP#3 Nail dule:0.12 min.nails Chord: @12. Top Chord:1 Row @12.00"o.c. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Bot Chord:1 Row @12.00"o.c. Webs :1 Row @ 4"o.c. 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT III OR IV, Use equal spacing between rows and stagger nails EXP C,wind TC DL=4.2 ppf wined RC nl=4 7cf rCpj(+i-)=n to T1 in each row to avoy splitting. T2 Wind loads and reactions based on MWFRS. µ Special loads --(Lumber Dur.Fac.=4xik5/Plate Dur.Fac.=1.25) Hipjack supports 6-10-0 setback jacks with no webs. I- 27'7 J-�- y5 - 91 -�O 5 -f- 1.4.11--{ TC-From 44 plf at 0.00 to 80 pff at 4.81 Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 1.50. TC-From 80 pH at 4.81 to 116 plf at 9.66 BC-From 0 pH at-5.59 to 4 plf at 0.00 BC-From 2 pH at 0.00 to 2 plf at 9.66 T6 72.60 Ib wmLoed at 2.62 TC-48.81 Ib Conc.Load at 2.62 TC--6.47 Ib Conc.Load at 5.45 TC-130.78 Ib Conc.Load at 5.45 TC-279.04 Ib Conc.Load at 8.28 BC-109.65 Ib Conc.Load at 2.62 BC-178.91 Ib Conc.Load at 5.45 R=762#u=114# NAILED BC-258.64 Ib Conc.Load at 8.28 4X5 •7xe 5 12 3.54 p T03X4 W 3 W4 W2 l w1 13x .3x4 -4x4 i- 572 9'7'15 (� 27.7 2715 2715- ---+-1'4.11�{ B1 R=1076#J=57#W=11'5 R=294#U=181# NAILED (Rigid Surface) SEAT PLATE REQUIRED LEFT RAKE=5'10" LEFT JIG= 10'8"12 RIGHT JIG=15'3"2 DESC.= K10B SEQ= 130654 PLT.TYP.-WAVE DESIGN CRIT=FeC2014RES7TPI.2007FLRT=20%(0%y10u) QTY=1 PLIES=2 TOTAL=2 REV. 15.01.00A.0312.20 SCALE=0.5000 ••WARNINGIY4 READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF -IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care In fabricating,handling,shipping.Installing and bracing. Refer to and follow the latest edition of SCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and WTCA)for safety practices prior to performing these functions. Installers shall provide ---------- temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRWG 8W IN?-ma 8~'fNry a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise, O.O pr1$f Refer to drawings 160A-Z for standard plate positions. BC LL LUMOER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss 6 YUPPLV Inc. in conformance with ANISIlTPI 1,or for handling,shipping,installation 8 bracing of trusses. TOT.LD. 37.Opsf O/A LEN. 90715 AssalonthisdrewIngorooverp a listing this drawing.Indicates sweptencs of professlonal engineering responsibility solely for the 1.25 JOB#:33633A deslgn shown.The sulcal end use o1 this drawing for any structure Is the responsibility of the Building Designer per ANSVTPI 19ec.7. DU R.FAC. For more Information see this Job's general rotes page and these web sites. SPACING 24.0" HIP JACK ITWBCG:www.Itwbcg.mm,TPI:www.tpmst.org;WTCA:wiv-sbcmdustry.com,ICC:www.Iccsafe.org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT III OR IV,EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x4 SP#2 Bot chord 2x6 SP#1 Dense Wind loads and reactions based on MWFRS. Webs 2x4 SP#3 Right end vertical not exposed to wind pressure. Lumber value set"130"uses design values approved 1/30/2013 by ALSC (a)Continuous lateral restraint equally spaced on member. Hipjack supports 10-M setback jacks.Jacks up to 7'have no webs.Longer jacks supported to BC. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50. T1 T2 za� 15'5'15 FI 14'1'11 azx4 W3 a5 12 3.54 p (a) W2 w1 -31M(A1 TLLU 1 1113x4 MOI R) JIL 14x11 -1.4.4 14'1.11 B1 R=643#U=2080 W=11'5 R=1205#U=3]]# (Rigid Surface) SEAT PLATE REQUIRED LEFT RAKE=1'415 LEFT JIG= 14'10"11 RIGHT JIG=155"15 DESC.= K10C SEQ= 130600 PLT.TYP.-WAVE DESIGN CRIT=FBC2014RES/TP1-2001FT1RT=20%(0%)n0(0) QTY= 1 TOTAL= 1 REV. 15.01.00A.0312.20 SCALE=0.5000 #'WARNINGI##READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Op$f REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLER$, Trusses require extreme care In fabricating,handling.shipping,Installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and WTCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G al Where me auroras BW a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. O.OPr1$f Refer to drawings 160A-2 for standard plate positions. BC LL A`fLUMO�R IrmTW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss 8>oUPPLV Inc. in confoance with ANSI/TPI 1,or for handling,shipping,installation&bracing of trusses. TOT.LD. 37.Opsf O/A LEN. 140111 daalgn shown.The sWublilry and use f t isdraw ng for ais ny sWcture le thIndicates errespone btance of ptyy o the Bullional�ng DissIgner ppr ANSMI 1 S�a2.fifir the DU R.FAC. 1.25 JOB#:33633A For more information see this job's general notes page and these web sites. ITWBCG:www.itwbcg.com,TPI.www.tpinstorg,WTCA:wwwsbcindustry.com;ICC:www.Iccsafe.org SPACING 24.0" TYPE HIP JACK Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) The maximum horizontal reaction is 969# Top chord 2x6 SP#2 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT III OR IV,EXP C,wind TC Bot chord 2x4 SP#2 DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Wind loads and reactions based on MWFRS. Lumber value set"13B"ufes design values approved 1/30/2013 by ALSC r T7 Right end vertical not exposedpressure. rz Hipjack supports 8-0-0 setback jacks with no webs. 1— Deflection meets U240 live and L/180 total load.Creep increase factor for dead load is 1.50. BEARING ANALOG 1611'10 TT7'2 13X5 07X w3 12 3.54 v W2 w1 -3X4(A1 12X4 #4X5(R) ll 11'3'12 57'14 11712 - f 16'11'10 rL- Bi R=0#Rh=-969#RL=452# NAILED R=958#U=3869 Rh=9699 RL=452#W=11'S R=744#U=229# (RI9M Surface) SEAT PLATE REQUIRED LEFT RAKE=5'10"12 LEFT JIG=11'11"5 RIGHT JIG=17'0"2 DESC.= K8 SEQ= 130594 PLT.TYP.-WAVE DESIGN CRIT=FBC2014RESrTPI-2o7 FT1RT=20%(0%y10(0) QTY= 1 TOTAL=1 REV. 15.01.00A.0312.20 SCALE=0.5000 '•WARNINGI•'READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT-FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refer to and follow the latest edition of SCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and W TCA)for safety practices prior to performing these functions.Installers shall provide temporary bra"'rig per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G aw Ween Me&xders BuY a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3, B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. BC LL O.Opsf Refer to drawings 16OA-Z for standard plate positions. LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss 370r1$f O/A LEN. 11031 z 6 SUPPLY Ino. in conformance with ANSI/TPI 1,orfor handling,shipping,installation 8 bracing of trusses. TOT.LD. . P A sssl on this dowing orcoverpp*Ilsbng this dowing,IrWIaM uxaptena of professional engineering responsibility twldy for the 1.25 JOB#:33633A design shown.The sultsblllty and on of this dowing for any structure Is the responsibility of the Building Designer per ANSUTPI 1 Ssc.2. DUR.FAC. For more Information see this Job's general notes page and these web sites. SPACING 240" HIP JACK ITWG.BCwww.Itwbcg.com;TPI:www.tpinst.org;WTCA.www.sbwww.I cmdustry.com;ICC: cmafe.o . rg TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x6 SP#2 Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Webs 2x4 SP#3 Right end vertical not exposed to wind pressure. Lumber value set"1313"uses design values approved 1/30/2013 by ALSC (J)Hanger Support Required,by others Bottom chord checked for 10.00 psf non-concurrent live load. (J)Hanger Support Required,by others MWFRS loads based on trusses located at least 7.50 ft.from roof edge. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50. - T1 a3x5(R W 41 12 5 p W2 -2X4(A1 T 1 42%4 •3X5 10' - 4' 10' 91 J R=69#0=534 RL=312/-72#W=8' R=3210 U4170 (Rigid Surface) H=HI and H2 SEAT PLATE REQUIRED LEFT RAKE=4'4" LEFT JIG=11'0"8 RIGHT JIG=14'0"9 DESC.= J10 SEQ= 130525 PLT.TYP.-WAVE DESIGN CRIT=FBC2o14RES[TPi-2007FT/RT=20%(0%V10(0) QTY=31 TOTAL=31 REV. 15.01.00A.0312.20 SCALE=0.5000 #WARNINGI##READ AND FOLLOW ALL NOTES ON THIS DRAW INGI TC LL 20.Op$f REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating,handling,shipping,Installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and W TCA)for safety practices prior to performing these functions. Installers shall provide temporary brecirg per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chard shall have BC DL 10.Opsf DRWG BW ahem tiro Bu#Jxs But' a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3, B7 or B10,as applicable,Apply plates to each face of truss and position as shown above and on the Joni Details,unless noted otherwise. O.OPr1$f Refer to drawings 160A-Z for standard plate positions. BC LL LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss 8 SUPPLY Inc. in conformance with ANSI/TPI 1,or for handling,shipping,installation&bracing of trusses. TOT.LD. 37.Opsf O/A LEN. 10 A III on thl•drawlnp p W cover lladng this drawing,Indicates acceptance of professional aglnee ing responsibilityedely for the 1.25 JOB#:33633A design shown.The•ulaDlllty and use W thle drawing for any structure Is the re4porti lgy of the Bulldrg Designer p«ANSVTPI 1 Sill DUR.FAC. For more information see this lob's general notes page and these web sites'. SPACING 24.0" EJACK ITWBCG.www.itwbcg.wm,TPI.www.tpinstorg,WTCA:www.sbcodustry.com;ICC'.www.iccsafe.org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Webs 2x4 SP#3 Right end vertical not exposed to wind pressure. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 7.50 ft.from roof edge. r T1 e2X4 W3 12 5 p ♦3X4 W2 W1 .3x4(81 4113 T i 12x4 13Xs(R) 10 10 Ell R=38D#U=164#RL=185#W=8' R=372#U=244# (Rigid Surface) SEAT PLATE REQUIRED LEFT JIG=11'0"8 RIGHT JIG=10'0"3 DESC.= J10C SEQ= 130475 PLT.TYP.-WAVE DESIGN CRIT=Fec2014Resm=I-2007FT/RT=20%(0%y10(0) QTY=4 TOTAL=4 REV. 15.01.00A.0312.20 SCALE=0.5000 #WARNINGI##READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF 'IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care in fabricating,handling,shipping,Installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and W TCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have I BUY Wiwi,me Biabsrs Buy a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, BC D .1OO $f. L p DRW G 87 or 810,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. O.OP$f Refer to drawings 16OA-Z for standard plate positions. BC LL LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss 8 SUPPLY Inc. in conformance with ANSI/TPI 1,or for handling,shipping,installation 8 bracing of trusses. TOT.LD. 37.Op$f O/A LEN. to A level on this drawing or cover pa•listing this drawing.Indlcatse acceptance of profMakmtl anglnsering responsibility solely for Ma design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSVTPI 1 Ssc,2. DUR.FAC. 1.25 JOB#:33633A For more information see this job's general notes page and these web sites: ITWBCG www.Ilwbcg.com;TPI:www.tpinstorg;WTCA.www.sbcindustry.com;ICC:www.iccsafe.org SPACING 24.0" TYPE EJACK Job: 33633A -Bernson-Auld 81 White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/_)=0.18 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Webs 2x4 SP#3 Right end vertical not exposed to wind pressure. Lumber value set"1313"uses design values approved 1/30/2013 by ALSC (J)Hanger Support Required,by others Bottom chord checked for 10.00 psf non-concurrent live bad. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 7.50 ft.from roof edge. T1 �i 82X4 W3 12 5 p /3X4 1., m r W2 W1 �3X4(B1 T 4 1 Y4%5(R) 1o' B1 R=662#U=451#RL=165#W=6' R=1571-25#U=201# (Rigid Surface) H=H1 SEAT PLATE REQUIRED LEFT JIG=11'0"8 RIGHT JIG=10'0"3 DESC.= J10A SEQ= 130480 PLT.TYP.-WAVE DESIGN CRIT=FBC2014RES7PI.2007 FPRT=20 0(0 ou10(0) QTY=6 TOTAL=6 REV. 15.01.00A.0312.20 SCALE=0.5000 ••WARNINGI••READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT'•FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and W TCA)for safety practices prior to performing these functions.Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have I OO sf 8m WW1 me 8.11011,aur a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, BC .1 . DL p DRW G 87 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. OO $f Refer to drawings 160A-Z for standard plate positions. BC L . L P LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss &SUPPLY Inc. in conformance with ANSI/TPI 1,or for handling,shipping,installation&bracing of trusses. TOT.LD. 37.Opsf O/A LEN. to ndlostes tance,of al for I' dalgnshown.ThedWtiblglityandvuseofhisdrraawngfoorranysltructunlstMerwponeltillIllnmtlllenBul�ngDwhpnerpperANISVTPIISec.2.e DUR.FAC. 1.25 JOB#:33633A For more Information see this job's general notes page and these web sites. SPACING 24.0" EJACK ITWBCG:w—twbog.com,TPI.www.tpinst.org;WTCA:www.sbcindustry.cam;ICC.www.iccsafe.org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT III OR IV,EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Webs 2x4 SP#3 Bottom chord checked for 10.00 psf non-concurrent live load. Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 1.50. Left end vertical not exposed to wind pressure. MWFRS loads based on trusses located at least 15.00 ft.from roof edge. Tl H R=142/-39#Rw=2430 U=220 NAILED 12Xd 12 5 p /3X4 W3 W2 W1 12X4 14X5(R) 7.10 4'86 81 R=222#U=100#RL=136# R=207/-20#U=402# NAILED REVISE FDESC T RAKE=8"4 T JIG=6'7"10 RIGHT JIG=5'10"8 .= J10B SEQ= 130770 TYP.-WAVE DES16NCRll—ec2014REsRPI-2co7FT1RT=2uxlbrylc(cl QTY=3 TOTAL=3 REV. 15.01.00A.0312.20 SCALE=0.5000 •'WARNINGI"READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF 'IMPORTANT-FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, - Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refer to and follow the latest edition of SCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and WTCA)for safety practices prior to performing these functions. Installers shall provide ----- temporary bracing per SCSI. Unless noted otherwise,lop chord shall have properly attached structural sheathing and bottom chard shall have BC DL 10.Opsf DRW G Buy wrwe me&mans But, a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections 133, B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. OO/1$f Refer to drawings 160A-Z for standard plate positions. BC L . L P LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss 6 SUPPLY Inc. in conformance with ANSIi 1,or for handling,shipping,installation&,bracing of trusses. TOT.LD. 37.Opsf O/A LEN. 50400 j l A&"I on this drawing or cover page ladng this drawing,Indicates acceptance of professional engineering responsibility adl•ly for the 1.25 JOB#:33633A design shown.The eulablllty and use of this drawing for any structure Is the responsibility of the eulldlng Dslgn•r per ANSVTPI 1 s•c.2. DUR.FAC. For more information see this job's general notes page and these web sites ITWBCG www.itwbcg.com;TPI.www.lpinsl.org,WTCA:www.sbcinduslry.com;ICC.www.lccsafe.org SPACING 24.0" TYPE EJACK Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT III OR IV,EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x6 SP#2 Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non-concurrent live bad. MWFRS loads based on trusses located at least 7.50 ft.from roof edge. Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 1.50. T1 R=189#U=1820 NAILED In h 12 5 p -2X4(A1 T 1 Ell R=6090 U=535#RL=284/69#W=8' R=1280 U=50 NAILED (RIgidl Surface) SEAT PLATE REQUIRED LEFT RAKE=4'4" LEFT JIG=8'10"9 RIGHT JIG=12'0"11 DESC.= J8 SEQ= 130501 PLT.TYP.-WAVE DESIGN CRIT=FBC2014RESRPI-2007FT/RT=20%d%y10d) QTY= 14 TOTAL=14 REV. 15.01.00A.0312.20 SCALE=0.5000 ""WARNING]""READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and W TCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing par SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G BW were m#auM7el5 aur a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3, B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. O.OP sf Refer to drawings 160A-Z for standard plate positions. BC LL LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss 8 SUPPLN/Inc. in conformance with ANSI/TPI 1,or for handling,shipping,installation 8 bracing of trusses. TOT.LD. 37.Opsf O/A LEN. 8 eel el ion this drawlnp or cover ppe Ileting this drewing,Indlostes acceptance of professional ergs nsti responsibilitysblNy for the 1.25 JOB#:33633A deign shown.The Will ly and use of this drawing for any structure Is the responsminy of the Sulldirg Designer per MSVTPI 1 Sl DUR.FAC. For more information sea this job's general notes page and these web sites, SPACING 24.0" EJACK ITWSCG.www.itwbcg.com,TPI:www.tpinst.org,WTCA.www.st)cinduslry.com;ICC:www.iccsafe.org TYPE Job: 33633A -Bernson-Auld$White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.00 ft mean hgl,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT III OR IV,EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x6 SP#2 Bot chord 2x4 SP#2 Wind loads based on MW FRS with additional C&C member design d reactions. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non-concurrent live bad. MWFRS loads based on trusses located at least 7.50 ft.from roof edge. Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 1.50. T1 J R=20111 U=197# NAILED 12 5 p b .2X(Al T 1 4 R=839*U=532#RL=299/-700 W=8' R=1420 U=4# NAILED (Ripe Surface) SEAT PLATE REQUIRED LEFT RAKE=4'4" LEFT JIG=9'11"3 RIGHT JIG=13'0"5 DESC.= C9 SEQ= 130535 PLT.TYP.-WAVE DESIGN CRIT=FBC2014RES7TPi-2007FTIRT=20%10%y10(0) QTY=2 TOTAL=2 REV. 15.01.00A.0312.20 SCALE=0.5000 **WARNINGI**READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating,handling,shipping,Installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Budding Component Safety Information,by TPI and WTCA)for safety practices prior to performing these functions.Installers shall provide temporary bracing per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRWG al Whirl me B mea s&* a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or BID,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. O.OP$f Refer to drawings 160A-Z for standard plate positions. BC LL LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 37.Opsf O/A LEN. 81111 B SUPPLY Inc. in conformance with ANSVTPI 1,or for handling,shipping,installation 8 bracing of trusses. P A test on this drswing or cover pal listing this drewing.Indlatl>iii scaphp m nce of professional angriss ponUblllty solely for the 1.25 JOB#:33633A design shown.The sultablllty and use of this drsv7ing for any structure Is the rssponslDluty,of the Building Designer per ANSUTPI i Ssc.7. DIJR.FAC. For more information see this)obs general notes page and these web sites: SPACING 24.0" JACK ITWBCG:www.itwbog.com,TPI'.www.tpinst.org;WTCA.www.sbcmdustry.com;ICC www.iccsafe.org TYPE Job: 33633A -Bernson-Auld 141 White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT III OR IV,EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x6 SP#2 Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional CSC member design&reactions. Webs 2x4 SP#3 Bottom chord checked for 10.00 psf non-concurrent live load. Lumber value set"138"uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 7.50 ft.from roof edge. T1 5'6.3 R=760 Rw=145#U=610 RL=252/650 NAILED 12 5p 112x w1 114x6 5'9'11 - fL B1 R=5380 U=6510 W=8- R=1160 NAILED (Riga Surface) SEAT PLATE REQUIRED LEFT RAKE=4'4" LEFT JIG=7'2"6 RIGHT JIG=9'9"11 DESC.= C99 SEQ= 130622 PLT.TYP.-WAVE DESIGN CRIT=FBC2014RES/rPI-2007FTIRT=20%l0%y10(0) QTY= 1 TOTAL= 1 REV. 15.01.00A.0312.20 SCALE=0.7500 #WARNINGI##READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Op$f REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safely Information,by TPI and WTCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing par SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G ew WWe me&AVi Sw a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. OOr1$f Refer to drawings 16OA-Z for standard plate positions. BC . LL P LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss 0 . 37r�$f O/A LEN. 50911 fi SUPPLY Inc. in conformance with ANSI/TPI 1,or for handling,shipping,installation&bracing of trusses. TOT.LD. P design shown.The su unroty enor d use page drathis ndrawing. to aInilnclositse Wcture Is therrespona btance of�ttyy o lonal e BuildingnDwlpnresponsibility per sANSUTPI 1 Sec.2 solely for a DU R.FAC. 1.25 JOB#:33633A For more Information see this Job's general notes page and these web sites. SPACING 24.0" JACK ITWBCG:www.Itwocg.com;TPI.www.tpmsl.org;WTCA:www.sbcmdustry.com;ICC:www.Iccsafeorg TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 4.50 ft from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psi.GCpi(+/-)=0.18 Top chord 2x4 SP M-30 Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Webs 2x4 SP#3 Right end vertical not exposed to wind pressure. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psfreon-concurrent live load. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50. T1 -' R=751-96#U=2039 NAILED %3x4(R W 12 5 p W2 .3X4(B1 T 1 X4 42X4 f' 4' 6'11'11 B1 R=652#LIW49 RL=172#W=6' R=69#Rw=75#U=13# NAILED (Rigid Surface) SEAT PLATE REQUIRED LEFT JIG=911"3 RIGHT JIG=8'11"14 DESC.= C9A SEQ= 130477 PLT.TYP.-WAVE DESIGNCRIT=FBC2014RES7rPI-2007 FT/RT=20%(0%y10(0) QTY=8 TOTAL=8 REV. 15.01.00A.0312.20 SCALE=0.7500 #WARNINGI#•READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF 'IMPORTANT-FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and W TCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing par SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G ew wwre me&Wows I%& a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3, E17 or 870,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. OO $f Refer to drawings 160A-Z for standard plate positions. BC L . L P ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss LUMBER wn conformance with ANSlfTPI 1,or for handling,shipping,installation&bracing of trusses. TOT.LD. 37.Opsf O/A LEN. 8t 111 6 SUPPLY Inc.IA seal on thls drawing orwv�r ppe Ilsdng NN drawing,Indicates acceptance of professional litserin responslblllty,so Ny for Me Iy " dell shown.The sultabulty.nd use of this drawing for any structure is the resrnlbu polty of the BuI lrig Dealpner par AN5VTPI 1 Sil DU R.FAC. 1.25 JOB#:33633A J` For more information see this Job's general notes page and these web sites: SPACING 24.Oe JACK ITW,3CG.www.ihvbcgmm,TPI:www.tonst.org,WTCA.www.sbcindustry.cwm,ICC:www.iccsafe.org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT III OR IV,EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Webs 2x4 SP#3 Bottom chord checked for 10.00 psf non-concurrent live load. Lumber value set"138"uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 7.50 ft.from roof edge. T1 r- 3'96 - R=80#U=1010 NAILED /3x 12 5 p W2 W1 -3x4(B1 T 1 w2x4 -4xa F�r e•1 r11 B1 J R=405#U=232#RL=202/-29#W=8" R=2490 U=129# NAILED (Rigid Surface) SEAT PLATE REQUIRED LEFT RAKE=11" LEFT JIG=9'11"3 RIGHT JIG=9'11"11 DESC.= C9C SEQ= 130573 PLT.TYP.-WAVE DESIGN CRIT=FBC2014RESnTPI-2oo7 FTrRT=20%(0%y10(0) QTY=1 TOTAL= 1 REV. 15.01.00A.0312.20 SCALE=0.7500 #WARNINGI##READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT••FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care In fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and WTCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G aw Wrrera me Basel Buy a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. 0 0 $f Refer to drawings 160A-Z for standard plate positions. BC L , P L LUMBER 'TW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build file truss TOT.LD. 37.Opsf O/A LEN. 81111 6 SUPPLY Inc. in conformance with ANSI/TPI 1,or for hpandling,shipping,installation&bracing of trusses. design own.TheiWdlblglity and uw of this drawing for sthis oy structure s thedicates errespons bltence of Ph of Mw Bundlsional ing DesignerperwANSVTPI 1 8 for .7 w DU R.FAC. 1.25 JOB#:33633A For more Information see this job's general notes page and these web sites. SPACING 24.0" JACK ITWBCG:www.itwbcg.oam;TPI.www.tpinst.org;WTCA:www.sbcmdustry.com;ICC www.lccsafe.org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 611/2013) Negative reaction(s)of-886#MAX.(See below)from a non-wind bad case requires uplift connection. Top chord 2x6 SP#2:T2 2x4 SP#2: 140 mph wind,21.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT III OR IV, Bot chord 2x4 SP#2 EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Wind loads based on MWFRS with additional C&C member design&reactions. Lumber value set"l3B"uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 1.50. MWFRS loads based on gasses located at least 21.00 ft.from roof edge. T1 -}- T2 8'6'11 12X /4X W5 W3 12 5 F11 /5%B W4 NO SUPPORT HERE- w1 W2 ONLY TWO SUPPORTS. -2%4(A1 12X4 -3X5 14X8(R) l 1471 }- 4'4.10— 1'2'5 18'3'3 - B1 -1 R=239#U=45#RL=3341-28#W=3'8 R=1970#U=917#Wd' R=-886#R-3710 U=481#W=3'8 (Rigid Surface) (Rigid Surface) (Rigid Surface) LEFT RAKE=4'07 LEFT JIG=15'117 RIGHT JIG=19'6"4 DESC.= CAP1 SEQ= 130656 PLT.TYP.-WAVE DESIGN CRIT=FBC2014RES/TPI-2007FVRT=20W%Y-le(0) QTY=20 TOTAL=20 REV. 15.01.00A.0312.20 SCALE=0.3750 **WARNING[**READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Op$f REF "IMPORTANT-FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refer to and follow the latest edition of SCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and WTCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise,lop chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G _ BW Weare ft su#ads t4 a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3, B7 or 310,as applicable.Apply plates to each face of truss and positron as shown above and on the Joint Details,unless noted otherwise. O.Or1$f Refer to drawings 160A-Z for standard plate positions. BC LL LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 37.OPSf O/A LEN. 180303 S SUPPLY Ino. In conformance with ANSI/TPI 1,or for handling,shipping,installation 8 bracingM trusses. A awl on thle drawing or cover page listing this drawing,IndlpM acceptance of professional engineering rnponsIblllty solely for the 1.25 JOB#:33633A design shown.The sultablllty and use of thle drawing for any structure Is the responsolllry of the Building Designer pr ANSVTPI 1 SecZ DUR.FAC. For more Information see this Job's general notes page and these web sites: SPACING 240" MONO ITW13CG:www.Ilwbcg.com,TPI.www.tpinst,org;WTCA:www.abandustry.com;ICC.www, . .Iccsafe.org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 4.50 ft from roof edge,RISK CAT III OR IV, Top chord 2x6 SP#2 EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Lumber value set"l 3B"uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non-concurrent live load. MWFRS loads based on trusses located at least 7.50 ft.from roof edge. Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 1.50. TI R=131#U=165# NAILED in 12 5 p .2x4(A1 b T 1 � a• —}- e•t rt t � e1 R=587#U=5470 RL=2691-670 W=8• R=1060 U=7# NAILED (Riga Surface) SEAT PLATE REQUIRED LEFT RAKE=4'4" LEFT JIG=7'9"4 RIGHT JIG=11'0"7 DESC.= C7 SEQ= 130513 PLT.TYP.-WAVE DESIGN CRIT=FBC2014RESTPI-2007 FTIRT=20%(0%y10(0) QTY=4 TOTAL=4 REV. 15.01.00A.0312.20 SCALE=0.5000 aaWARNINGI##READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care in fabricating,handling,shipping,Installing and bracing Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and W TCA)for safety practices prior to performing these functions. Installers shall provide were �&W- temporary bracing per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have 10.Opsf 1 DRW G Buy a properly attached ngld ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3, BC DL B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. $f On Refer to drawings 160A-2 for standard plate positions. BC LL O. r•- LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss O S�SUPPLY Inc. In conformance with ANSVTPI 1,orforr handling,shipping,installation&bracing of trusses. TOT.LD. 37.Op$f O/A LEN. 61111 or cover p9s this cNlgn shown.m,sulteb�ty and use o1 tills chewing for any structure lu<Mereeponr biltance of ry o the BulldI gessional nDwlpoirr per ANSVTPI 1 S solely rthe .7 DUR.FAC. 1.25 JOB#:33633A r\ For more Information see this job general notes page and these web sites. i ITWBCG.www.Itwbcg.com;TPI.www.tpmst.org;WTCA:www.sbclndustry.com;ICC:www.Iccsafe.org SPACING 24.0° TYPE JACK Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.00 ft mean hgt.ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT III OR IV,EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x6 SP#2 Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Webs 2x4 SP#3 Bottom chord checked for 10.00 psf non-concurrent live load. Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50. MWF IRS loads based on trusses located at least 7.50 ft.from roof edge. T1 J 3'6'3 R=-120 w=1200 U=7511 NAILED .03 12 5 p n h W1 W2 14x6 -2x4 3'9'11 91 R=5060 U=511#RL=221/-02#W=6' R=710 U=62# NAILED (Rod Surface) SEAT PLATE REQUIRED LEFT RAKE=4'4" LEFT JIG=517 RIGHT JIG=7'9"11 DESC.= C77 SEQ= 130627 PLT.TYP.-WAVE DESIGN CRIT=FaC2014RESRPI-2007 FT/RT=20%(0%y10l0, QTY=1 TOTAL= 1 REV. 15.01.00A.0312.20 SCALE=0.7500 "WARNINGI•'READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and W TCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing par SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRWG BW wire aro&.bsrs 6uv a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCS]sections B3, 137 or B70,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. O.OP$f Refer to drawings 160A-2 for standard plate positions. BC LL LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss S tEUPPLV Inc. in conformance with ANSI/TPI 1,or for handling,shipping,installation&bracing of trusses. Tl37.Opsf O/A LEN. 30911 er lance of al for deelg�shown.nn..Th:ltab°ly and use se thus diw ng for any nWaun l the Drespona DIPII�M�B0llding DMl�gnerPPir'ANSUTPI I Sec.2.e DU R.FAC. 1.25 JOB#:33633A For more Information see this Job's general notes page and these web sites. SPACING 24.0" JACK ITWBCG:www.lavbcg.com,TPI:www.tpmw. st.org,WTCA:wwsbcmduslry.com,ICC:www.iccsafe.org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) Negative reaction(s)of-216#MAX.(See below)from a non-wind load case requires uplift connection. Top chord 2x4 SP#2 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT III OR IV,EXP C,wind TC Bot chord 2x4 SP#2 DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Wind loads based on MWFRS with additional C&C member design&reactions. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psi non-concurrent live load. Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 1.50. T1 I R=216#Rw=195#U=214# NAILED �3X4(R 12 5 p w P' W2 -3X4(B1 T 7-11 LJ1 2X4 4' B'11'11 B1 R=692#U=903#RL=2470 W=8' R=20/-e#R-800 U=26# NAILED (Rigid Surface) SEAT PLATE REQUIRED LEFT JIG=7'9"4 RIGHT JIG=6'11"15 DESC.= C7A SEQ= 130486 PLT.TYP.-WAVE DESIGNCRiT=FBC2014RES7 Pl-2007FT1RT=20%(0%)110(0) QTY=8 TOTAL=8 REV. 15.01.00A.0312.20 SCALE=0.7500 #WARNIN01##READ AND FOLLOW ALL NOTES ON THIS DRAWIN01 TC LL 20.Opsf REF 'IMPORTANT-FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and WTCA)for safety practices prior to performing these functions.Installers shall provide temporary bracing par BCSI.Unless noted otherwise,lop chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRWG aur WN11 me aueaen buy a properly attached rigid railing. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, W or B70,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. OO sf Refer to drawings 160A-Z for standard plate positions. BC . LL P LUMBER ITOT.LD. .0TW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss 37Sf O/A LEN. 61111 S SUPPLY Inc. in conformance with ANSI/TPI 1,or for handling,shipping,installation&bracing of trusses. P Awl on this drawing or cover ppo listing this drawing,Indicates acceptance of professional anglnsa lnp rwponalblllty eslNy for the 1.25 JOB#:33633A design shown.The sulhblllty and use of this drawing for any atructura Is the responsiblllty of the Building Designer per ANSVTPI 1 9til DUR.FAC. For more information see this Job's general notes page and these web sites. SPACING 24.0" JACK K ITWBCG.www.itwbcg.com,TPI.www.tpinst.org,WTCA:www.sbandustry.com,ICC.www.iccsafe.org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.00 ft mean hgl,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT III OR IV,EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psi.GCpi(+/-)=0.18 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non-concurrent live load. MWFRS loads based on trusses located at least 7.50 ft.from roof edge. Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 1.50. T1 R=17%U=192# NAILED 12 5 p -3X4(B1 T 1 -1 „„- B1 R=331#U=220#RL=1781-25#W=8' R=1304 U=14# NAILED (Rigid Surrace) SEAT PLATE REQUIRED LEFT RAKE= 1'1” LEFT JIG=7'9"4 RIGHT JIG=7'11"11 DESC.= C7C SEQ= 130541 PLT.TYP.-WAVE DESIGN CRIT=FBC20l4RES/TPl-2007 FPRT=20%(0%y10(0) QTY= 1 TOTAL= 1 REV. 15.01.00A.0312.20 SCALE=0.7500 #WARNINGI.4 READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF -IMPORTANT-FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care In fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and W TCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G 9uv wham me Bmwers&V a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or BID,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. 00 $f Refer to drawings 160A-Z for standard plate positions. BC L . L P LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss r� &BUPPLV Info. in conformance with ANSI/TPI 1,or for handling,shipping,installation 8 bracing of trusses. TOT.LD. 37.Opsf O/A LEN. 61111 or age Isfin thle ndicates tarros,of onal for dal shown.rn'drawing and use of thlls drawing fors drawing,sltructure Is therrsspora bPry of Bullding Designer per ANSVVTPI1185c.2.5 DU R.FAC. 1.25 IJOB#:33633A For more information see this job's general notes page and these web sites. ITWBCG.www.itwbcg.com,TPI:www.lpinstorg:WTCA.www.stiandustry.com,ICC.www,,ccsafe.org SPACING 24.0" TYPE JACK Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 4.50 ft from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x6 SP#2 Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50. T1 R=49# =72#U=11671 NAILED 12 5 p s2%4(A1 T 1 r= 4' 4'11'11 - B1 R=5366 U=571#RL=240/-64#W=6' R=73#Rw=800 U=12# NAILED (Rigid Surface) SEAT PLATE REQUIRED LEFT RAKE=44" LEFT JIG=57'5 RIGHT JIG=9'0"9 DESC.= C5 SEQ= 130504 PLT.TYP.-WAVE DESIGN CRIT=FBC2014RESffR-2007 FT1RT=20%10%V10(0) QTY=4 TOTAL=4 REV. 15.01.00A.0312.20 SCALE=0.7500 ``WARNIli READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating,handling,shipping.Installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and W TCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have &,vBC DL 10.Opsf DRW G v Ween me ftwers avr a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, E17 or 870,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. 0,0P Sf Refer to drawings 16OA-Z for standard plate positions. BC LL LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 37.Opsf O/A LEN. 41111 S SUPPLY Ino. In conformance with ANSIl 1,or for handling,shipping,installation&bracing of trusses. A SNI on M4 drawing a cove p�p�listing dtl�tlnwmp,Indlata�ch�Phnl�of professional anglnwrinp rppon1lblllty 21 for Mei!! 1.25 JOB#:33633A design shown.The sulthblllty and use of this dri leg for any structure Ill the responalblllty of the Sullding Designer per AN9VTPI 1 3�c.2. DLIR.FAC. For more Information see this Job's general notes page and these web sites. SPACING 24.0" JACK ITWBCG:www.itwbog.com;TPI:www.tpinstorg;WTCA:www.sbcmdustry.com;ICC:www.iccsafe.org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) Negative reaction(s)of-213#MAX.(See below)from a non-wind load case requires uplift connection. Top chord 2x6 SP#2 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT III OR IV,EXP C,wind TC Bot chord 2x4 SP#2 DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Wind loads based on MWFRS with additional CBC member design&reactions. Lumber value set"'I 3B"uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 7.50 ft.from roof edge. T1 �� r— 1'1'3 R=-213t Rwwil,4831f U=2410 RL=18&-590 NAILED e2%4 12 5 p N rr it it 6 wi R=5890 U=8810 W=8' R=360 NAILED (Ri&Surface) SEAT PLATE REQUIRED LEFT RAKE=4'4" LEFT JIG=3'1"14 RIGHT JIG=5'9"12 DESC.= C55 SEQ= 130462 PLT.TYP.-WAVE DESIGN CRIT=FBC2014RESRPI-2007FTIRT=20%(0%y10(0) QTY= 1 TOTAL=1 REV. 15.01.00A.0312.20 SCALE=1.0000 aaWARNINGI"READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF -IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refer to and follow the latest edition of SCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and W TCA)for safely practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise,lop chord shall have properly attached structural sheathing and bottom chord shall have0,0 sf Buy wrier.me Bea0w3 8,6a properly attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, BC DL p DRW G B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. 0,0P sf Refer to drawings 160A-Z for standard plate positions. BC LL LUMOmR ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss r� 6 SUPPLY Ina. in conformance with ANSI/TPI 1,or for handling,shipping,installation&bracing of trusses. TOT.LD. 37.Opsf O/A LEN. 10911 A sssl on this drawing or oover ps•I II this drawing,Indicates scceptsnce of professional"Inswing responsibility solely for the design shown.The sultablllty,end use of this drawing for any structure Is the responsibility of the Building Designer per ANSVTPI 1 Sill DUR.FAC. 1.25 JOB#:33633A For more Information see this Job's general notes page and these web sites. SPACING 24.0" JACK ITWBCG:www.Itwbcg.com;TPI:www.lpmstorg,WTCA.www.soclndustry.com,ICC.www.Iccsafe.org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.00 ft mean hgl,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT III OR IV,EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Lumber value set"l3B"uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non-concurrent live load. Shim all supports to solid bearing. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50. T1 = 3#U=200N NAILED 12 5 p -3X4(B1 T 4 4'11'11 e1 R=164x'U=173#RL=200# NAILED R=227#U=155#W=B' (Rigid Surtete) SEAT PLATE REQUIRED i Rw=10110 U=760 NAILED LEFT JIG=57"5 RIGHT JIG=5' DESC.= C5A SEQ= 130576 PLT.TYP.-WAVE DESIGN CRIT=FBD2014RES/PI-2007FTIRT=20%10%y10(0) QTY=8 TOTAL=8 REV. 15.01.00A.0312.20 SCALE=1.0000 ##WARNINl READ AND FOLLOW ALL NOTES ON THIS DRAWIN01 TC LL 20.Opsf REF -IMPORTANT-FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating,handling,shipping,Installing and bracing. Refer to and follow,the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and W TCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,lop chord shall have properly attached structural sheathing and bottom chord shall have Buy 10.Opsf Will In.#watroy ers a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, BC DL DRW G OI�O� B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. OOrI$f Refer to drawings 160A-Z for standard plate positions. BC L . L P LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss 6 SUPPLY Ina, in conformance with ANSUTPI 1,or for handling,shipping,installation 8 bracing of trusses. Tl37.Ops O/A LEN. 41111 Assaf on this drawing oroover pigs Ilstng thisdrewing,Indicant erxsptanos of profssslonel engineering responsibility solely for the 1.25 JOB#:33633A design shown.The suitability and use of this drawing for any structure Is the responablllly,of the aullding Designer per Al Sai DU R.FAC. For more information see this job's general notes page and these web sites. ITWBCG:www.Itwbcg.com;TPI.www.tpinst,org,WTCA.www.sbcindustry.com,ICC.www.mcsafe.org SPACING 24.0" TYPE JACK Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT III OR IV,EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non-concurrent live bad. MWFRS loads based on trusses located at least 7.50 ft.from roof edge. Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 1.50. TI = 20 U=1800 NAILED 12 5 p _ f. =3x4(B1 T 1 r- 1' 4'11'11 B1 R=258#U=2040 RL=150/-220 W=9' R=920 U=12# NAILED (Rigid Surface) SEAT PLATE REQUIRED LEFT RAKE=1'1" LEFT JIG=5'75 RIGHT JIG=5'11"11 DESC.= C5C SEQ= 130536 PLT.TYP.-WAVE DESIGNCRiT-FBC2014RESRP1-2007 FLRT=20%(0%)/10(0) QTY= 1 TOTAL= 1 REV. 15.01.00A.0312.20 SCALE=1.0000 "WARNINGI•'READ AND FOLLOW ALL NOTES ON THIS DRAWING TC LL 20.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLER& Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and WTCA)for safety practices prior to performing these functions. Installers shall provide buY Where M,,,&ubers fWv temporary bracing per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC DL O.O S It DRW G e properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections 83, P B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. OO $f Refer to drawings 160A-Z for standard plate positions. BC . LL P LUMOER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss In conformance with ANSI/TPI 1,or for handling,shipping,Installation&bracing of trusses. TOT.LD. 37.Opsf O/A LEN. 41111 6 SUPPLY Inc. A seal on this drawing or cava page Ili this drawing,IndloeM• caephnoprofessional g blllry solely for the dwl7n shown.The suitability and use of this dewing for any structure Is the responsibility of the gulking Dalipner W ANS/TPI 1 3ec.2. DU R.FAC. 1.25 JOB#:33633A For more information see this Job's general holes page and these web sites'. SPACING 24.0" JACK ITWBCG:www.itwbcg.com;TPI.www.tpinst.org;WTCA:www,sbandustry.com;ICC.www.iccsafe.org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT III OR IV,EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x6 SP#1 Dense Bot chord 2x4 SP#2 Wind loads based on MW FRS with additional C&C member design&reactions. Lumber value set"136"uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50. T1 =-7 Rx=339k U=100 NAILED -2x4(At T 12 5 p 1 4' l 211'11 B1 R=5360 U=11920 RL=3581A1#W=9' R=asp Rw=93#U=18# NAILED (Rigid Surface) SEAT PLATE REQUIRED LEFT RAKE=44" LEFT JIG=3'57 RIGHT JIG=7'013 DESC.= C3 SEQ= 130506 PLT.TYP.-WAVE DESIGN CRIT=FSC2014RESTfP1-2007FTIRT=20hl0%yt0(0) QTY=3 TOTAL=3 REV. 15.01.00A.0312.20 SCALE=1.0000 **WARNINGIpp READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF 'IMPORTANT-FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating,handling,shlppmg,Installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and WTCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise,lop chord shall have properly attached structural sheathing and bottom chord shall have 1 O.O $f Dip Wena IM Died-Din a properly attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, BC DL p DRW G B7 or 810,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. O.OP$f Refer to drawings 160A-Z for standard plate positions. BC LL LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss 37.0 $f S SUPPLY Ino. in conformance with ANSI/TPI 1,or for handling,shipping,installation&bracing of trusses. TOT.LD. p O/A LEN. 21111 A awl on this drawing or cover page Ilstlng this drawing,Indlostas axeptenos of professional engineering n.ponsmnity ad•ly for the 1.25 JOB#:33633A design shown.The sultablllty and use of this drawing for any structure Is ftresponalblllty of the Building Designer per ANSVTPI 1 Sec.2. DU R.FAC. For more Information see this Job's general notes page and these web sites. SPACING 24.0• JACK ITiAl www.Itwbcg.com.TPI.www.tpinst.org,WTCA:www.sbandustry.com,ICC.weir—ccsafe.org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT III OR IV,EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Lumber value set"'I 3B"uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non-concurrent live bad. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50. r Ti R=76 1,1=169# NAILED 12 5 p -3x4(B1 T 2'11.11 2'11.11 B1 R=112k U=112#RL=137# NAILED R=56#U-20# NAILED LEFT JIG=3'57 RIGHT JIG=3'0"4 DESC.= C3A SEQ= 130578 PLT.TYP.-WAVE DESIGN CRIT=Fac2014RES/TPI-2007FT1RT=20%(0%y10(0) QTY=8 TOTAL=8 REV. 15.01.00A.0312.20 SCALE=1.0000 '•WARNINGI"READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Op$f REF -IMPORTANT-FURNISH TH18 DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and WTCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chard shall have properly attached structural sheathing and bottom chord shall have 1 O.O $f sup wh-me limens euY a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, BC DL p DRW G B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. OO $f Refer to drawings 160A-Z for standard plate positions. BC L . L P LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 37.OpSf O/A LEN. 21111 6.SUPPLY Inc. In conformance with ANSI/TPI 1,or for handling,shipping,Installation&bracingof trusses. A awl on this drawing or cover page listing this drawing,Indlatw acceptance of professional engineering rwpbnalbillty wlNy for the 1.25 JOB#:33633A d sign shown.The sults lllly and use of thls drawing for any structure Is the reeponslblllty of the Building Dwlgnr pr ANSVTPI 1 Sil DU R.FAC. For more Information see this lob's general notes page and these web sites SPACING 24.0" JAC K ITWBCG.www.Itwbcg.com,TPI.wwwtpinstorg;WTCA:www.sbclnduslry.com;ICC'.www.Iccsafe.org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT III OR IV,EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/_)=0.18 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Wind loads based on Mill with additional C&C member design&reactions. Lumber value set"13B"uses design values approved 1130/2013 by ALSC Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 1.50. L (— T1 R_=T6 NAILED 12 5 p .3x4(B, avT 1 B1 R=188#U=177#RL=117#W=8" R=54#U=7# NAILED (Rigid Surrace) SEAT PLATE REQUIRED LEFT RAKE=1'1" LEFT JIG=3'57 RIGHT JIG=311"11 DESC.= C3C SEQ= 130529 PLT.TYP.-WAVE DESIGN CRn=FBC2a14RESaPi-2oa7FTrRT=2av(0%)nB(0) QTY=1 TOTAL= 1 REV. 15.01.00A.0312.20 SCALE=1.0000 "WARNINGI•'READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT"FURNISH THIB DRAWING TO ALL CONTRACTORS INCLUDING THE INBTALLERB. Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safely Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall haveO.O sf Buy Wears me#uxdere guy a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, BC DL p DRW G B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. O.OPrlsf Refer to drawings 160A-Z for standard plate positions. BC LL LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss 8 EUPPLN, rrso. in conformance with ANSVTPI 1,or for handling,shipping,installation&bracing of trusses. TOT.LD. 37.Opsf O/A LEN. 21111 All on thls drawing a novapp a Ileting dtls drawing,Indicates acceptance of profeeslonal alglnesring responsibility,sdely for the design shown.The sulci lllty and use W thle drawing for any structure Is the responalblllty of the Bullding D«Igna per ANSVTPI t sec.2. DUR.FAC. 1.25 JOB#:33633A For more information see this job's general notes page and these web sites. ITWBCG,www.dwbcg.com,TPI:www,tpinst.org,WTCA:www.sbcindustry.com;ICC:www.iccsafe.org SPACING 24.0" TYPE JACK Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) Negative reaction(s)of-537#MAX.(See below)from a non-wind load case requires uplift connection. Top chord 2x6 SP#1 Dense 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT III OR IV,EXP C,wind TC Bot chord 2x4 SP#2 DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Wind loads based on MWFRS with additional C&C member design&reactions. Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 1.50. Bottom chord checked for 10.00 psf non-concurrent live load. TT1 Rw=1557#U=482# NAILED -2X4(A1 � T 1 12 5 4 I-B, --I R=898#U=2378#RL=2961-57#W=8' (Rlgld S.rf e) SEAT PLATE REQUIRED R=-501V Rw=163#U=46# NAILED LEFT RAKE=4'4" LEFT JIG=1'4"2 RIGHT JIG=5'1"4 DESC.= C1 SEQ= 130512 PLT.TYP.-WAVE DESIGNCRiT=FeC2014RESaPl-2omFTiRT=20%p%y10p) QTY=3 TOTAL=3 REV. 15.01.00A.0312.20 SCALE=1.0000 "WARNINGI'•READ AND FOLLOW ALL NOTES ON THIS DRAWING] TC LL 20.Opsf REF "IMPORTANT"FURNI8H THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Bolding Component Safety Information,by TPI and W TCA)for safety practices prior to performing these functions.Installers shall provide temporary bracing per BCSL Unless noted otherwise,lap chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G aur ween me 800",8W a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections 83, B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. OOr1$f Refer to drawings 160A-Z for standard plate positions. BC . LL P LUMBER ITW Building Components Group Inc.shall not be responsible for any deation from this drawing,any failure to build the truss TOT.LD. 37.OPSf O/A LEN. 1111 6 SUPPLY Ino. in conformance with ANSUTPI 1,or for handling,shipping,installation&bracingof trusses. A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:33633A design shown.The sult■bllity and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI t secs. DU R.FAC. For more information see this Job's general notes page and these web sites: SPACING 24.0" JACK ITWBCG:www.itwbcg.com,TPI:www.tpinst.org;WTCA.wwwsbcindustry.wm;ICC.www.iwsafe.org TYPE Job: 33633A -Bernson-Auld 81 White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT III OR IV,EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 1.50. �-T1 R=250 U=58# NAILED 12 T 5 -3X4(B1 T �- B1 R=37#U=29#RL=43# NAILED R=180 U=8# NAILED LEFT JIG= 1'4"2 RIGHT JIG=1'1"4 DESC.= C1A SEQ= 130580 PLT.TYP.-WAVE DESIGN CRIT=FBC2014RES,7PI-2007 FTIRT=20%(0%)/1U(0) QTY=8 TOTAL=8 REV. 15.01.00A.0312.20 SCALE=1.0000 "WARNINGI##READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and W TCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G tluv Wnere rno Burners tluv a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 133, B7 or BID,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. O.OPr1$f Refer to drawings 160A-Z for standard plate positions. BC LL Q LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss °4f" S. SUPPLY Inc. n conformance with ANSI)1,or for handling,shipping,installation&bracing of trusses. TOT.LD. 37.Opsf O/A LEN. 1111 tyX,B•, A awl on this drawing or cover psa listing this drawing,Indicates acceptance of professional wglnwing reeponelblllty,solely for the design shown,The suitability and use 0 this drawing for any structure Is the reeponalblllty of the Bulking Designer per ANSVTPI I s.c.s. DUR.FAC. 1.25 JOB#:33633A For more Information see this job's general notes page and these web sites. ITWBCG.www.Itwbcg.wm,TPI.www,tpinst.org:WTCA:www.sbcmdustry.com,ICC:www.Iccsafe.org SPACING 24.0° TYPE JACK Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT III OR IV,EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psi.GCpi(+/-)=0.18 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 1.50. R=1 Rw=1611 U=20# NAILED T 2 5 r•3X4(81 = T 1 R=142#U=167#RL-e9#W=8" (Rigid Surface) SEAT PLATE REQUIRED R=14#Rw=18#U=4# NAILED LEFT RAKE=1'1" LEFT JIG=1'4"2 RIGHT JIG=1'11"12 DESC.= C1 SEQ= 130540 PLT.TYP.-WAVE DESIGN CRIT=FBC2014RESRPI-2007FTIRT=20%(0%y10(0) QTY=1 TOTAL= 1 REV. 15.01.00A.0312.20 SCALE=1.0000 #WARNINGI"READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safely Information,by TPI and W TCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRWG Bur wrrere me&adders BUY a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, 4105 � B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. O.Or1sf Refer to drawings 16OA-Z for standard plate positions. BC LL P LUM®Eq ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss O 6 SUPPLY Inc. In conformance with ANSI/TPI 1,or for handling,shipping,installation 8 bracing of trusses. TOT.LD. 37.Opsf O/A LEN. 1111 A sesl on this drawing or cover page listing this drawing,Indicates sccsplanos of professional argi nesring responsibility sdNy for the 1.25 JOB#:33633A design Mown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer par ANSVTPI 1 89c.2. DU R.FAC. For more Information see this Job's general notes page and these web sites. SPACING 24.0" JACK ITWBCG.www.11wbcg.com;TPI:www.lpinst.org;WTCA.www.sbcmduslry.com;ICC:www.Iccsafe.org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.69 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT III OR IV,EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non-concurrent live load. See DWG VAL160101014 for valley details. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 15.69 ft.from roof edge. T1 T2 -moi l� 1'1'7 12 -3X4 T 1 -3% 1 -3%4(D1) l � 11 37'10 3'7'1 81 R=6gp4f U=100plf W=37'10 (Rigid Surface) LEFT JIG=1'11"11 RIGHT JIG=1'11"11 DESC.= V10 SEQ= 130495 PLT.TYP.-WAVE DESIGN CRIT=Fec2014RESnPI-2007FT1RT=20%(0%%10(0) QTY= 1 TOTAL= 1 REV. 15.01.00A.0312.20 SCALE=1.0000 "'WARNIN01"READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and WTCA)for safety practices poor to performing these functions. Installers shall provide temporary bracing par SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRWG A&Ware fee dMMeS&Y a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. OO $f Refer to drawings 160A-Z for standard plate positions. BC L . L p LUMESR ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 37.Opsf O/A LEN. 30710 S SUPPLY Ino. in conformance with ANSI/TPI 1,or for handling,shipping,installation&bracingof trusses. A sesl on this drawing or cover page Ilsdng thle drawing,Indicates acceptance of professional anglntering responsibility adsiy for the design shown.The sultobluty and use of this drawing for any structure is the responslbulty of the Bullding Designer par ANSVTPI 1 Sec.2. DIJR.FAC. 1.25 JOB#:33633A For more information see this job's general notes page and these web sues. SPACING 24.0" VAL "13CG:wwwAviloog.com,TPI.www.tpristorg;WTCA:wwwsbcmdustry.com;ICC www.Iccsafe.org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,28.78 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT III OR IV,EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Lumber value set"138"uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non-concurrent live bad. See DWG VAL160101014 for valley details. Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 1.50. MW FRS loads based on trusses located at least 57.57 ft.from roof edge. T1 T2 J 9'2 1 211'8 3'8'10 - .3X4 12 5 p -3X4tD1 -3X4(D1) t'"--9.2 68'2 7'5'3 B1 - R=95pe U=100pif RL=51-5plf W=5'9' (Rigid Surface) LEFT JIG=4'0"5 RIGHT JIG=4'0"5 DESC.= V11 SEQ= 130744 PLT TYP.-WAVE DESIGN CRIT=FBC20141RES7R-2007FTIRT=z0%f0%y10i QTY=1 TOTAL=1 REV. 15.01.00A.0312.20 SCALE=1.0000 **WARNING[**READ AND FOLLOW ALL NOTES ON THIS DRAWING[ TC LL 20.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INBTALLERB, Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refer to and follow the latest edition of SCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety information,by TPI and W TCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI,unless noted otherwise,lop chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G i9w wit"se auNaln,8w a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. OO $f Refer to drawings 160A-Z for standard plate positions. BC L . L p LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 37.Opsf O/A LEN. 50900 S SUPPLY Inc. in conformance with ANSIrrPI 1,or for handling,shipping,installation 8 bracing of trusses. A ani on this drawing or oovsr papa listing this drawing,Indicant acceptance of professional engineering responsltilllty,edely for the 1.25 JOB#:33633A design shown,The sultabllity and use of this drawing wing for any structure Is the resporaof Ma Building Deelgnrr per ANSVTPl 1 Bsc.2. DUR.FAC. For more Information see this job's general notes page and these web sites SPACING 24.0" VAL ITWBCG:www.Itwbcg.com,TPI:www.tpinst.org,WTCA.www.sbandustry.com,ICC'.www.iccsafe,org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,28.37 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Webs 2x4 SP#3 Bottom chord checked for 10.00 psf non-concurrent live load. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 1.50. Left end vertical not exposed to wind pressure. See DWG VAL160101014 for valley details. MWFRS loads based on trusses located at least 56.74 ft.from roof edge. T1 T2 �—9'2 .}. 4'11.8 .}. 5'8'10 xx4X4 12 5 p W1 -3X4(D1 3X4(D1) 12 4 I�9-2 D'82 j 1'5'3 r 91 R=87pif U=100pif RL=51-W W=9'9- (Mod Surface) LEFT JIG=6'2"5 RIGHT JIG=6'2"5 DESC.= V12 SEQ= 130742 PLT.TYP.-WAVE DESIGN CRIT=FaC20141RES7 PI-1007 FTtRT=20<(0%)110u) QTY= 1 TOTAL=1 REV. 15.01.00A.0312.20 SCALE=0.7500 a•WARNINGI••READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF -IMPORTANT-FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and W TCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing par BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G BW where the BwVx7s Buy a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. O.On$f Refer to drawings 160A-Z for standard plate positions. BC LL LUMOEN ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss q .`• 8 SUPPLY Ino. in conformance with ANSI/TPI 1,or for handling,shipping,installation&bracing of trusses. TOT.LD. 37.OpSf O/A LEN. 90900 dsslgn shhoown.rn'Mubty an use oftthls drawing for athle ny structure Is t,Indicates he responsibility o the Bullptance of professional ding Designer per ANBVTPI solely w.2.for the DUR.FAC. 1.25 JOB#:33633A For more information see this job's general notes page and these web sites. SPACING 24.0" VAL ITWBCG.www.itwbcg.com,TPI:www.tpinsl org:WTCA:www.sbcmdustry.com;ICC:www.iccsafe.org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,27.78 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psi,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Webs 2x4 SP#3 Bottom chord checked for 10.00 psf non-concurrent live load. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50. See DWG VAL160101014 for valley details. MWFRS loads based on trusses located at least 55.55 ft.from roof edge. T1 + T2 J f- 8'10'8 14X4 12 5 p W1 -3X4(D1 -3X4(D1) 4 13'9' 13'9' et R=750f U=100plf RL=414plf W=13'9' (Rigid Surface) LEFT JIG=7'5"6 RIGHT JIG=7'5"6 DESC.= V13 SEQ= 130740 PLT.TYP.-WAVE DESIGN CRIT=F13c2014RESh-Pk2007 FnRT=20%(0%y10(0) QTY= 1 TOTAL= 1 REV. 15.01.00A.0312.20 SCALE=0.5000 aaWARNINGIaa READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTOR$INCLUDING THE INSTALLERS, Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Bustling Component Safety Information,by TPI and WTCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G aw Where file Wlaers Buy a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, U or BiO,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. OOn$f Refer to drawings 16OA-Z for standard plate positions. BC . LL LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss 8 SUPPLY Inc. in conformance with ANSI(TPI 1,or for handling,shipping,installation&bracing of trusses. TOT.LD. 37.Opsf O/A LEN. 130900 Asset on this drawing or oovn pa•Iledng this drawing,Indlcstee acoeptenoe of profeselonal mglnaering responslbllly sdNy for the 1.25 JOB#:33633A deelgn shown,The sultublily and use of thls dnwing for my structure is the rwponslblllty of the Bulldlrg Dsslgner per ANBIrtPI 19el DUR.FAC. For more Information see this Job's general notes page and these web sites. SPACING 24.0" VAL ITWBCG.www.Itwbcg.com;TPI.www.tpinsLong,WTCA:www.sbcindustry.com;ICC:www.Iccsafe.org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,27.50 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT III OR IV, EXP C.wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Webs 2x4 SP#3 End verticals not exposed to wind pressure. Lumber value set"l3B"uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non-concurrent live bad. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50. See DWG VAL160101014 for valley details. MWFRS loads based on trusses located at least 55.00 ft.from roof edge. TI T2 -4X4 12 5 Y2X 2X4 W4 e2X W3 2X4 TN2X 2%4 W2 WS W71 W1 W6 h l 4 4 4 4 12%4 N2x4 17'9• 17'9• Bt .f. E12 R=75plf 1.1=100p1f RL=51-50f W=17'9• (Rigid Surface) LEFT JIG=10'91 RIGHT JIG=10'9"6 DESC.= V14 SEQ= 130686 PLT.TYP.-WAVE DESIGN CRIT=F6C2014RESRPI-2007 FT/RT=20%(0%Y10(0) QTY= 1 TOTAL= 1 REV. 15.01.00A.0312.20 SCALE=0.3750 aaWARNINGI•'READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refer to and follow the latest edition of SCSI TC DL 7.Opsf DATE 02-24-2016 (Budding Component Safety Information,by TPI and WTCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G boy where 0"&W-Bm a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3, B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. O.O $f Refer to drawings 160A-Z for standard plate positions. BC LL p LUMBER ITW Building Components Group Inc.shall not be responsible for any deation from this tlrewing,any failure to build the truss TOT.LD. 37.OPSf O/A LEN. 170900 a SUPPLY Ino. in conformance with ANSI/TPI 1,orfor handling,shipping,installation 8 bracingof trusses. A ssel on this tlrewing or cove pepN Ilsdng thle drewing.Indicates scaptana of professlonel engineering responslblllly,solely for the deslgn shown.The sultablllty and uee of thb drewing for any structure Is ft responemlllry of the Bulldlrg Designer per ANSVTPI 1 Sec.]. DU R.FAC. 1.25 JOB#:33633A For more Information see this job's general notes page and these web sites' ITWBCG.w—Awbcg.com:TPI:www.tpinst.org,WTCA:www.sbclndustry.com,ICC.www.Iccsafe.org SPACING 24.0" TYPE VAL Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,27.31 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Webs 2x4 SP#3 Bottom chord checked for 10.00 psf non-concurrent live bad. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 1.50. Left end vertical not exposed to wind pressure. See DWG VAL160101014 for valley details. MW FRS loads based on trusses located at least 27.31 ft.from roof edge. T1 T2 - 1011• 1010.9 a 15 -4X4 12 IM W2 2X4 5 p W1 W3 M3X4(D1 .3X4(D1) 4 4 20'10.8 B1 B2 R=75plf U=100plf RL=51-5plf W=20'10'8 (Rigid Surfwe) LEFT JIG=11'0"8 RIGHT JIG=11'8"5 DESC.= V15 SEQ= 130732 PLT.TYP.-WAVE DESIGN can=FBc2014RESrPi-2007FVRT=20%l0%y10(0) QTY= 1 TOTAL=1 REV. 15.01.00A.0312.20 SCALE=0.3750 "WARNINGI•'READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF -IMPORTANT-FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and WTCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,lop chord shall have properly attached structural sheathing and bottom chard shall have 10Opsf Bur were me h80ov,lk) a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC . SI sections B3, BC DL DRW G O�O� B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. OOrr11$f Refer to drawings 160A-Z for standard plate positions. BC . LL Y LUM®!R ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss O/A LEN. 201008 6 SUPPLY Inc. In conformance with ANSIRPI 1,or for handling,shipping,installation&bracing of trusses. TOT.LD. 37.Op$f " design shown.The sWUDi�y anor d use of this nw drawing fa anis y structure is th,Indicates efwpons bilillry of the Bullonal�rp Designer W AN8VTPI 1 solely for DUR.FAC. 1.25 JOB#:33633A For more information see this Job's general notes page and these web sites. SPACING 240" VAL ITWBCG.www.itwocg.com;TPI:www.tpmst or%WTCA.www.sbcindustrymmwww;ICC--safe ding . rg TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,26.90 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Webs 2x4 SP#3 Bottom chord checked for 10.00 psf non-concurrent live load. Lumber value set"l 3B"uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50. See DWG VAL160101014 for valley details. MW FRS loads based on trusses located at least 26.90 ft.from roof edge. TI -}- T2 r 1011' -}- 120.9 -4X4 12 ,2% 2%4 5 W4 W3 W2 W5 T WB yr 1 �3X4(D1) ` 4 4 4 4 4 ,2X4 - 22.10.8 B2 R=75pa U=100p11 RL4/-50f W=22'10'8 (Rigid Surface( LEFT JIG=11'4"14 RIGHT JIG=13'10"5 DESC.= V16 SEQ= 130731 PLT.TYP.-WAVE DESIGN CRIT=F13C2014RES-1-2007FTrRT=20i(cwl0(0) QTY= 1 TOTAL=1 REV. 15.01.00A.0312.20 SCALE=0.3750 ••WARNINGIa•READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Op$f REF -IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care 1n fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and W TCA)for safety practices pnor to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise,lap chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G aur wn-1"Harmers tlw a properly attached rigid ceiling, Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. O.OPr1$f Refer to drawings 160A-Z for standard plate positions. BC LL LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss 6 SUPPLY Ino. in conformance with ANSI/TPI 1,orfor handling,shipping,installation&bracing of trussterics of pes. TOT.LD. 37.Op$f O/A LEN. 221008 design�h�olw0�Th,�wuo ty:no usepays 0 this drawingfo�y structure l�M,Indicates en,porn bIllrydf the Builessional�ngnal Designernspper AN9tyl/TPINyfor 9,c.2.a DUR.FAC. 1.25 JOB#:33633A For more information see this job's general notes page and these web sites: SPACING 24.0" VAL J ITWBCG.www.ilwbcg.com,TPI,www.tpinsl.org:WTCA.wwwsbandustry.com,ICC www.iccsafe.org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,26.49 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 It from roof edge,RISK CAT III OR IV, Top chord 2x4 SP#2 EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Webs 2x4 SP#3 Bottom chord checked for 10.00 psf non-concurrent live load. Lumber value set"138"uses design values approved 1/30/2013 by ALSC Left end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50. See DWG VAL160101014 for valley details. f T1 T2 x-4'1• .{. 14'0.9 +e•1s_l .4X4 12 5 p e2X 2%4 W2 2X4 w1 W3 W4 .3X4(Dl)4 4 4 0X4 1e •B 1— 1e1n•a e1 -}. B2 R=74p8 U=100plf RL=2/-11p1f W=18'10.8 (wad serfage) LEFT JIG=7'4"11 RIGHT JIG=16'0"5 DESC.= V17 SEQ= 130693 PLT.TYP.-WAVE DESIGNCRiT=FBC2014RES7PI-2007 FT)RT=20%(0%10(0) QTY=1 TOTAL=1 REV. 15.01.00A.0312.20 SCALE=0.3750 ••WARNINGI••READ AND FOLLOW ALL NOTES ON THIS DRAWINOI TC LL 20.Opsf REF "IMPORTANT-FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and W TCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing par BCSL Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have I 84 Wnere me 9uddav cup' a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, BC .1 OO $f. DL p DRW G O�O� B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. BC LL O.Opsf LUMBER ITW Building components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss 6 SUPPLY Ino. in conformance with ANSI/TPI 1,or for handling,shipping,installation 8 bracing of frusses. TOT.LD. 37.Opsf O/A LEN. 181008 A seal on this tlrawln or cover pe•listing this drawing,Indicates acceptance of professional englneering responsolllty,edely for the design shown.The sulablPly and use of this drawing for any structure Is the respon lblllty W the Bulldlrlg Designer per ANSI/TPI 1 Bsc.2. DUR.FAC. •25 JOB#:33633A For more Information see this job's general notes page and these web sites ITWBCG:www.itwbcg.com;TPI.www.tpinst.org;WTCA.www.sbandustry.com;ICC www.iccsafe.org SPACING 24.0" TYPE VAL Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,26.07 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Webs 2x4 SP#3 Bottom chord checked for 10.00 psf non-concurrent live load. Lumber value set 1313"uses design values approved 1/3012013 by ALSC Deflection meets 0360 live and L/240 total load.Creep increase factor for dead load is 1.50. Left end vertical not exposed to wind pressure. See DWG VAL160101014 for valley details. T1 T2 T3 �4.1• -4X4 12 5 Y2% %5%5 112 2X4 2X4 w1 W3 W4 W5 -3X4(01) ILJ 4 4 4 4 12X4 20'1 We Bt 92 R=75pa U=100pf RL=21-12pif W=20'10.9 (Rigid Surface) LEFT JIG=8'1"3 RIGHT JIG=18'2"5 DESC.= V18 SEQ= 130682 PLT.TYP.-WAVE DESIGN CRIT=F9C2014RES/TPt2007FTIRT=20%10%y10(0) QTY= 1 TOTAL= 1 REV. 15.01.00A.0312.20 SCALE=0.3750 "WARNINGI•'READ AND FOLLOW ALL NOTES ON THIS DRAWING TC LL 20.Opsf REF -IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care In fabricating,handling,Shipping,Installing and bracing. Refer to and follow the latest edition of SCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and W TCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,lop chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G Buy wrrere me&doors Buy a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, O�O� B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. O.Or1$f Refer to drawings 160A-Z for standard plate positions. BC LL P LUMBER ITw Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss 4 &SUPPLY Inc. in conformance with ANSI/TPI 1,or for handling,shipping,Installation&bracing of trusses. TOT.LD. 37.Op$f O/A LEN. 201008 Asset on this dr.wing or cover page listing this drawing,Indlatee scWprance of profssslonsl engineering rssponslblllty solely for the 1.25 JOB#:33633A dulgn shown.The sultablllty,and use of this drawing for any structure Is the reepornlblllly,of Me Building Designer p«ANSI/TPI 1 Sec.2. DUR.FAC. For more Information see this job's general notes page and these web sites. ITWBCG:www.itwocg.com;TPI:www.tpinstorg,WTCA:wwwsbcmdustry.com;ICC:www.Iccsafe.org SPACING 24.0" TYPE VAL Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,25.65 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.1 B Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Wind loads based on MW FRS with additional C&C member design&reactions. Webs 2x4 SP#3 Bottom chord checked for 10.00 psf non-concurrent live bad. Lumber value set"138"uses design values approved 1/30/2013 by ALSC Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 1.50. Left end vertical not exposed to wind pressure. See DWG VAL160101014 for valley details. T1 Tz T3 4'1' 18'09 '-{�8.15-I -4X4 5 2 p a2X 2%4 W2 %5X5 W4 2X4 W1 W3 W5 -3X4(D1) I LR4 4 4 L644 a2%4 ___22-11 22'10'8 81 B2 R=7501 U=100p1f RL=11-12p1f W=22'10'8 (Rigid Surface) LEFT JIG=8'9"15 RIGHT JIG=20'4"5 DESC.= V19 SEQ= 130672 PLT.TYP.-WAVE DESIGN CRlT=Feczol4REsrrPi-zomFT1RT=20%b%y1o(o) QTY=1 TOTAL=1 REV. 15.01.00A.0312.20 SCALE=0.3750 aaWARNINGIaa READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. — Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and W TCA)for safety practices prior to performing these functions.Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G sw Wsde roe&A*n Ma properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. BC LL O.Opsf LUMOER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss p 8 SUPPLY Inc. in conformance with ANSI/TPI 1,or for handling,shipping,installation 8 bracing of trusses. TOT.LD. 37.Opsf O/A LEN. 221008 A seal on thle drawing or cover pigs Ill this drawing,IrMIpM acceptance of professional engInlMring responslollty solely for the 1.25 JOB#:33633A design shown.The sultebnity and use of this drawing for any structure Is the reapormolllty,of the Building Designer per ANSVTPI 1 Sec.2. DIJR.FAC. For more information see this job's general notes page and these web sites. SPACING 24.0" VAL ITWBCG:www.ilwbog.com,TPI:www.tpmst org,WTCA.www.sbcinduslry.com,ICC.www.iccsafe.org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 4.50 ft from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Webs 2x4 SP#3 Bottom chord checked for 10.00 psf non-concurrent live bad. Lumber value set"l 3B"uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50. See DWG VAL160101014 for valley details. T1 T2 7'1'9 .4X4 12 5 C--1 W2 12X4 02X42D F -3X4(D1 W1 W3 �3X4(DI) 71 4 4 4 - 15'7'13 15'7.13 Ell 11=74plf U=1000f RL=51-50f W=157'13 (Rigid Surface) LEFT JIG=8'5"13 RIGHT JIG=8'5"13 DESC.= V1 GE SEQ= 130497 PLT.TYP.-WAVE DESIGN CR1T=Fec2014RES7TP12007 FVRT=20%(0%y10(0) QTY= 1 TOTAL=1 REV. 15.01.00A.0312.20 SCALE=0.5000 '•WARNIN01••READ AND FOLLOW ALL NOTES ON THIS DRAWIN01 TC LL 20.Op$f REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care In fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide - temporary bracing par BCSL Unless noted otherwise,lop chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G auv where me Bumxrs aW a properly attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3, 0�04� B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. O.O $f Refer to drawings 160A-Z for standard plate positions. BC LL P LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss �] 6 SUPPLY Inc. in conformance with ANSI1TPI 1,orforr or paver hpandling,shipping,installation&bracing of trusses. TOT.LD. 37.Op$f O/A LEN. 150713 design shown.The drawing snd use of Mla drawing for anthis y structure Is tMIndicates erespons oilltance of ry,off dilonal a Building Designer responsibility ANSVVTPI 1 SK.2 DUR.FAC. 1.25 JOB#:33633A For more information see this Job's general notes page and these web sues. SPACING 24.0" VAL ITWBCG:www.ltwbcg.com,TPI.www.tpinst.org;WTCA:www,sbcindustry.com;ICC www.iccsafe.org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bk1g,not located within 4.50 ft from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psi.GCpi(+/-)=0.18 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Webs 2x4 SP#3 Bottom chord checked for 10.00 psf non-concurrent live bad. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50. See DWG VAL160101014 for valley details. T1 T2 8"6 572 ( 572 8'6 rl 4X4 12 5 p h W1 -3X4(D1 �3X4(D1) 4 11'9' 11'9' B1 R=73pIf U=100plf RL=51-50e W=11'9' (Rigid Surface) LEFT JIG=6'4"8 RIGHT JIG=6'4"8 DESC.= V2 SEQ= 130496 PLT.TYP.-WAVE DESIGN CRIT=FBC2014RESaPI-2007FTIRT=20%10%V10(0) QTY= 1 TOTAL=1 REV. 15.01.00A.0312.20 SCALE=0.5000 a'WARNINGI•'READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, - Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refer to and follow,the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and W TCA)for safety practices prior to performing these functions. Installers shall provide --- ------ temporary bracing per BCSI. Unless noted otherwise,lop chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G 6uY wasr Sup h!M&Aft a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. Refer to drawings 160A-2 for standard plate positions. BC LL O.Opsf LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 37.Opsf O/A LEN. 110900 &SUPPLY Inc. In conformance with ANSI(fPI 1,or for handling,shipping,installation 8 braon of trusses. A Irl on this drawing or cover page listing this drawing.Indicates acceptance of professional englneanng responsibility sdsiy for the design shown,The suitability and use of this drawing for any structure Is the respaMbulty,of the Building Designer per AN8VTPI 1 Sec.2. DUR.FAC. 1.25 JOB#:33633A For more Information see this Job's general notes page and these web sites. SPACING 24.0" VAL ITWBCG.www.Itwbcg.com,TPI:www.tpmst.org;WTCA.www.sbandustry.com;ICC.www.iccsafe.org TYPE Job: 33633A -Bernson-Al&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,25.24 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Webs 2x4 SP#3 (a)Continuous lateral restraint equally spaced on member. Lumber value set"138"uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non-concurrent live load. Left end vertical not exposed to wind pressure. Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 1.50. See DWG VAL160101014 for valley details. MWFRS loads based on trusses located at least 12.62 ft.from roof edge. �—T1 T2 + T3 �4'1' 20'0'9 B 151 12 5 v 4X4 12% 12X4 W2 %5X5 l` 12X4 W4 W1 a) W3 112X4 W5 101 101 101 .01 Wd Wfi -3X4(D1) %4 2%4 a2%4 a2x4 3%4 12 4 X4 24'10'8 24'10.8 et ie2 R=75pif U=100plf RL=1/-10plf W=24'10'0 (Rigid Surface) LEFT JIG=9'6"15 RIGHT JIG=22'6"5 DESC.= V20 SEQ= 130685 PLT.TYP.-WAVE DESIGN CRIT=FBC2014RESrrPI-2007FTIRT=20%(0%y10(0) QTY= 1 TOTAL= 1 REV. 15.01.00A.0312.20 SCALE=0.2500 "WARNINGI••READ AND FOLLOW ALL NOTES ON THIS DRAWIN01 TC LL 20.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating,handling,shipping,Installing and bracing. Refer to and follow the latest edition of SCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and WTCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing par SCSI. unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRWG ew re are ware &.W-Sur a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or 810,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. OO $f Refer to drawings 160A-Z for standard plate positions. BC L . L P LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss 37.0 sf S SUPPLY Ino, in conformance with ANSIfTPI 1,or for handling,shipping,installation&bracing of trusses. TOT.LD. p O/A LEN. 241008 A awl on this drawing or cover page lsting this drawing,Irldlostes soosptanos M pr0mlonel englnsering rlwpontdblllty eddy for the 1.25 JOB#:33633A design shown.The sultablllty and use of this drawing for any structure Is the rasponalbli ty of the Bullding Designer per ANSVTPI 1 Sel DUR.FAC. For more information see this Job's general notes page and these web sites. SPACING 24.0" VAL ITWBCG:wwwAwbcg.com,TPI'.www.tpinsl.org;WTCA:www.sbcindustry.com,ICC'.www.iccsafe.org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,24.82 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Webs 2x4 SP#3 (a)Continuous lateral restraint equally spaced on member. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non-concurrent live load. Left end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50. See DWG VAL160101014 for valley details. MWFRS loads based on trusses located at least 12.41 ft.from roof edge. T1 T2 I T3 8'15 r= 4'1' 22'0'9 12 5 -4x4 ■zx ■zx4 W2 %5X5 ■2X4 a) W4 W 1 W3 ■2X4 W5 W6 -3X4(D1) X4 ■ 4 ■ d ■ 4 .3. 'aZ4 12 4 26'1d e ',— 2e 1o•e Bt .}- B2 R=75plf J=100plf RL=11-11plf W=26'10'8 (Rigid Surface) LEFT JIG=10'41 RIGHT JIG=24'8"5 DESC.= V21 SEQ= 130696 PLT.TYP.-WAVE DESIGN CRIT=FBC2014RES/TPI-2007FTINT=20%(0%y10(0) QTY=1 TOTAL= 1 REV. 15.01.00A.0312.20 SCALE=0.2500 "WARNINGI**READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Op$f REF -IMPORTANT-FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and W TCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have wisBC DL 10.Opsf DRW G Bur wnme me Busoers Bur a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, O�O� B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise, O.OP$f Refer to drawings 16OA-Z for standard plate positions. BC LL LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSVTPI 1,or for handling,shipping,installation 8 bracing of trusses. TOT.LD. 37.Op$f O/A LEN. 261008 A BUPPLV Inc. A s«I on this tdr■wl or cover ■•Ilstl this drawl Indic■l«s r14 p f ng ng, xWts on ofptyofthe slilding Designer erWA011lry PI1 roc the 1.25 JOB#:33633A design shown.The.wt.bl try and u« this dowing dor any structure Is the r«pornlbmry of the Building D«Ipn.r per ANBI/TPI 1 9sc.Y. DUR.FAC. For more Information see this lob's general notes page and these web sites. ITWBCG:wwwitwbcg.com,TPI'wwpinstorg,WTCAwww.sbcmdustry.com;ICC www.iccsafe.org SPACING 24.0" TYPEVAL Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,24.40 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Wind loads based on MW FRS with additional C&C member design&reactions. Webs 2x4 SP#3 (a)Continuous lateral restraint equally spaced on member. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non-concurrent live load. Left end vertical not exposed to wind pressure. Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 1.50. See DWG VAL160101014 for valley details. MWFRS loads based on trusses located at least 12.20 ft.from roof edge. T1 + T2 T3 -� 8'15 t= 4'1' 24'09 12 5 -4X4 Ia) 2X4 f2X4 112X4 W2 a) %5X5 W4 2X4 W1 W3 a) ■2X4 W5 W8 W7 -3X4(O1) 54 M2 02X4 112X4 .3X4 2X4 82 4 12X4 28'10'8 28'10'8 Bi �. 32 R=75p1f U=100pif RL=11-11plf W=28'10'8 (Rigid Surface) LEFT JIG=11'1"5 RIGHT JIG=14'3"13 DESC.= V22 SEQ= 130674 PLT.TYP.-WAVE DESIGN CRIT=FBC2014RESRPI-2007FTIRT=20%(0hy10(0) QTY= 1 TOTAL=1 REV. 15.01.00A.0312.20 SCALE=0.2500 aaWARNINGI••READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and W TCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G eur Warr.r"dxaen,Bur a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. O.OPI1sf Refer to drawings 160A-Z for standard plate positions. BC LL LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss &SUPPLY Ino. n conformance with ANSI[TPI 1,or for handling,shipping,installation&bracing of trusses. TOT.LD. 37.Opsf O/A LEN. 281008 design shwa Iwn,ThuWhD1 II ty and uor se o thle draw ng for any,wattuureials he rreeppons blillof ty o the Builessilonal�ng Dwllgner ppr ANSVVTPI IIYfor 3.2.the DUR.FAC. 1.25 JOB#:33633A For more information see this job's general notes page and these web sites'. SPACING 24.0" VAL ITWBCG.www.itwocg.com;TPI:www.tpinstorg;WTCA:wwwsbondustry.com;ICG www.icm8fe.org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,23.99 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Webs 2x4 SP#3 (a)Continuous lateral restraint equally spaced on member. Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non-concurrent live bad. Left end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50. See DWG VAL160101014 for valley details. MWFRS loads based on trusses located at least 11.99 ft.from roof edge. F^ TI T2 T3 J 41' 260'9 12 5 C7,- -4X4 12X4 2X4 7�� 12%4 W2 a) Wx 5X5 a) W4 12X4 w1 w3 a) W5 12X4 WS W7 .3%d(D1) X4 12%4 2%4 12 X4 12%4 3%4 1 4 12X4 30'10'8 30'10'8 B1 .}. B2 B3 -I R=75p1f U=100pil RL=11-11pa W=30'10'8 (Rigld Surface) LEFT JIG= 11'10"10 RIGHT JIG=29'0"5 DESC.= V23 SEQ= 130687 PLT.TYP.-WAVE DESIGNCR1T=FBC2014RES7rP1.2007FTJRT=2o%(c%)no(o) QTY= 1 TOTAL=1 REV. 15.01.00A.0312.20 SCALE=0.2500 **WARNING[**READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care In fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and WTCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI, unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G auk where am&wm avv a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3, B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. OOr1$f Refer to drawings 160A-Z for standard plate positions. BC L . L P LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss r1 8 SUPPLY Inc. in conformance with ANSUTPI 1,or for handling,shipping,installation&bracing of trusses. TOT.LD. 37.Opsf O/A LEN. 301008 A test on this dnwing or cover page luting this detwing,Indicates somptence of professional snglnselng responsibility solely for the 1.25 JOB#:33633A del shown.The sultsbtuty,end use of this drawing for any structure Is the nesponsmulty of the Building Designer per ANSIRPI t 8ec.2. DU R.FAC. For more information see this job's general notes page and these web sites: SPACING 24.0" VAL ITWBCG.w—Awbcg.com;TPI'.www.tpinsl.org;WTCA:www.sbondustry.cwm,ICC:www.iccsefe.org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,23.57 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psi.GCpi(+/-)=0.18 Top chord 2x4 SP#2 Bot chard 2x4 SP#2 Wind loads based on MW FRS with additional C&C member design&reactions. Webs 2x4 SP#3 (a)Continuous lateral restraint equally spaced on member. Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non-concurrent live load. Left end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50. See DWG VAL160101014 for valley details. MWFRS loads based on trusses located at least 11.79 ft.from roof edge. T1 T2 T3 T4 I�41" 28'0'9 12 5 14X5 R) 12X4 12%4 12X4 %5X5 a) W4 5X5 1 W1 W3 W6 2X4 g) W5 12%d W7 WB -3X4(D1) B_Rl R1 IJ %4 12X4 12 4 X5 12X4 12X4 2X4 -3 12X4 X4 32'10'8 - 32'10'8 91 �. 32 93 R=75p8 t1=100p1f RL=1/-12pif W=32'10"8 (Rigid Surfers) LEFT JIG=12'8"1 RIGHT JIG=31'2"5 DESC.= V24 SEQ= 130698 PLT.TYP.-WAVE DESIGN CRIT=Fec2014RESh-PI-2007 FT/RT=20%(0%y1n(0) QTY= 1 TOTAL= 1 REV. 15.01.00A.0312.20 SCALE=0.2500 "WARNINGI•'READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care in fabricating,handling,shipping,Installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and W TCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing par BCSI. unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G Bur whan,me 900-aur a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. OO $f Refer to drawings 160A-Z for standard plate positions. BC . LL p LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss A BUPPLV Ino. in conformance with ANSI/TPI 1,or for handling,shipping,installation&bracing of trusses. TOT.LD. 37.Opsf O/A LEN. 321008 tance of al ineering solely for tlnlgn shhoolwn.The drawing and use oftthis drewing for any structure Is t1Merwporn DlPllttyy ofM�Bul�rg Desiggner r 1ANSVTPI 1 Soc.2the DUR.FAC. 1.25 JOB#:33633A For more Information see this job's general notes page and these web sites'. SPACING 24.0" VAL ITWBCG:w—Awbog.com;TPI:www.(pinstorg,WTCA.wwwsbandustry.com;ICC www.iccsafe.org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,23.15 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT III OR IV, EXP C.wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Webs 2x4 SP#3 (a)Continuous lateral restraint equally spaced on member. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non-concurrent live load. Left end vertical not exposed to wind pressure. Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 1.50. See DWG VAL160101011 for vallRv qilllails i T2 Ta T4 MW FRS loads tased on trusses located at least 11.58 ft.from roof edge. e 1s n- 41' -}- 30'n —I 12 5 E:—,- 04X5 R) 12% 12X4 -5%5 02X4 a) a) W4 5X5 12%4 W1 W3 WB 02X4 W5 W7 W6 -3X4(D1) X4 112X4 02X4 112 4 5 2X4 12X4 XS a2X X4 34'10'6 � 34'70'6 B1 B2 83 R=75)8 U=100p1f RL=2/-12pif W=34'10'8 (ape srfre) LEFT JIG= 13'5"9 RIGHT JIG=33'4"5 DESC.= V25 SEQ= 130677 PLT.TYP.-WAVE DESIGN CRIT=F6C2014RESRPIs007 FT1RT=20%(0x)v10(0) QTY= 1 TOTAL=1 REV. 15.01.00A.0312.20 SCALE=0.2500 aaWARNINQIa•READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 2O.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and WTCA)for safety practices prior to performing these functions.Installers shall provide temporary bracing per BCSI. Unless noted otherwise,lop chord shall have properly attached structural sheathing and bottom chord shall have BC DL 1O.Opsf DRW G eco wiW,,aro BuNns eW a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or 810,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. BC LL O.Opsf Refer to drawings 16OA-2 for standard plate positions. LUMOEfi ITW Building components Group Inc.shall not be responsible for eny deviation from this drawing,any failureto build the truss 37.Opsf 6 SUPPLY Inc. in conformance with ANSI/TPI 1,or for handling,shipping,installa0on 8 bracing of trusses. TOT.LD. O/A LEN. 341008 A soil on this dnwlrp or cover pipe listing MIS drawing,Indicates acceptance of professional engineering responsibility wlNy for MS 1.25 JOB#:33633A design Mown.The sultabl Ity and use of this drawing for any structure Is the responslblllty of the Building Designer per ANSI1TPI 1 Sec.4, DUR.FAC. For more Information see this Job's general notes page and these web sites: SPACING 24.0" VAL ITWBCG:wwvv twbog.com.TPP. w. wwtpinst.org,Ill. ba wwwsndustry.com,ICC:www.Iccsafe.org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,22.74 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 it from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x4 SP#2 Bol chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Webs 2x4 SP#3 (a)Continuous lateral restraint equally spaced on member. Lumber value set"138"uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non-concurrent live load. Left end vertical not exposed to wind pressure. Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 1.50. See DWG VAL160101014 for valley details. MWFRS loads based on trusses located at least 11.37 ft.from roof edge. T1 T2 T3 T4 5, �—41' 32'0.9 12 S -SXS 12% 12X4 %SXS W2 2X4 W21 a) 2X4 a4 a) •5X5 W6 W1 12X4 W5 W7 2X4 We We -3X4(D1) 12X4 2%4 12X4 12%4 .3X5 12X4 12 4 1%4 13X5 12X4 12X4 I- 3810.9 39'10.8 81 —L B2 .f. B3 -I R=75PIf U=1000f RL=2/-12ptf W=38'10.8 (Rigid Surface) LEFT JIG=14'3"2 RIGHT JIG=24'10"9 DESC.= V26 SEQ= 130688 PLT.TYP.-WAVE DESIGN CRIT=FBC2014RESRPI-2007FTrRT=20%(0%y10(0) QTY=1 TOTAL=1 REV. 15.01.00A.0312.20 SCALE=0.1875 aaWARNIN01"READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI TC DL 7.Opsf DATE 02-24-2016 (Building component Safety Information,by TPI and W TCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing par BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G bur where me&u s aur a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, O�O� B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. OO Sf Refer to drawings 160A-Z for standard plate positions. BC . LL P LUMSER ITIN Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss 6 SUPPLY Ino. in conformance with ANSI/TPI 1,or for handling,shipping,installation 8 bracing of trusses. TOT.LD. 37.OPSf O/A LEN. 361008 design s own.The IWtablIor llty Ind uw of this draw ng for aIny lwcturrei/is tMereap"ponablof professional the Bulldlgrg Designer erper ANBUTsolely I t 8000.for 21 DUR.FAC. 1.25 JOB#:33633A For more information see this job's general notes page and these web sites. ITWBCG:www.itwbcg.com;TPI:www.tpinstorg;WTCA:www.sbcmduslrycom;ICC:www.iccsafe.org SPACING 24.0" TYPE VAL Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) All plates are 2X4 except as noted. Top chord 2x4 SP#2 140 mph wind,22.32 ft mean hgl,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT III OR IV, Bot chord 2x4 SP#2 EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Wind loads based on MWFRS with additional C&C member design&reactions. Lumber value set"'I 3B"uses design values approved 1/30/2013 by ALSC (a)Continuous lateral restraint equally spaced on member. Left end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50. See DWG VAL160101014 for valley details. Shim all supports to solid bearing. MWFRS loads based on trusses located at least 11.16 ft.from roof edge. �—T1 + T2 T3 T4 -i —4'1' 34 0'9 1� 12 5 p -SXS W2 a) a) a) a) %5X5 we W 1 •3X4 W3 w5 w W7 W9 W10 EIL— Ill ko III .3X4(D1) y 5 114.8 ft 3X5 .3 5 %4 --.'IX X5 f— } 10'8'8 �} ' 289'8 F14 8� 37'6' 1- 381 - F B1 B2 B3 + B4 R=163#U=111#RL=861-076#W=1'4'8 R=82plf U=100plf W=10'8'8 R=70plf U=100pif W=2"-B (Rigid Surface) (Rigid Surface) (Rigid Surface) LEFT JIG=14'6"2 RIGHT JIG=37'8"5 DESC.= V27 SEQ= 130712 PLT.TYP.-WAVE DESIGN CRIT=FBC2014RES/TPI-2007FT/RT=20h(0%)110(o) QTY= 1 TOTAL= 1 REV. 15.01.00A.0312.20 SCALE=0.1875 **WARNING[**READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTOR$INCLUDING THE INSTALLERS, Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and W TCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing par SCSI. Unless noted otherwise,lop chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G Buy wren $ me mans Bur a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections 63, 0�04� B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise.Refer Refer to drawings 160A-Z for standard plate positions. BC L . L Y LUMBER 11 Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure 10 build the truss 8 SUPPLY Inc. in conformance with ANSVTPI 1,or for handling,shipping,installation&bracing of busses. TOT.LD. 37.Opsf O/A LEN. 381008 A seal on thle drawing or cover pa•Iladng this drawing.Indlcetes acceptefla of professional 6rp1nmring responsIbIlity solely for the design shown.Tho sultablllty,and use of this drawing for any structure Is the responsibility of the Bulldlrg Designer per ANslrtPI 1 Sai DU R.FAC. 1.25 JOB#:33633A For more information see this Job's general notes page and these web sites. SPACING 24.0" VAL ITWBCG.www.Itwbcg.com,TPI:www.tpmst.org,WTCA:www.sbcindustry.com,ICC:www.iccsafe.org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) All plates are 2X4 except as noted. Top chord 2x4 SP#2 140 mph wind,21.90 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 13.00 ft from roof edge,RISK CAT III OR IV, Bot chord 2x4 SP#2 EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Wind loads based on MW FRS with additional C&C member design&reactions. Lumber value set"1313"uses design values approved 1/30/2013 by ALSC (a)Continuous lateral restraint equally spaced on member. Left end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets 0360 live and L/240 total load.Creep increase factor for dead load is 1.50. See DWG VAL160101014 for valley details. Shim all supports to solid bearing. L MWFRS loads based on trusses located at least 10.95 ft.from roof edge. f T1 T2 T3 + T4 T5 J —4'1' 36 0'9 12 5 p 5X5 03% %5X5 sxs W2 W4 a) ws w1 ) � W3 a) W a) W5 a) 413% W10 W7 W9 W1 ;1W4 1 �;�• W13 -3X5(D1) Il 5 12 .3%4 4X6 4X4 �3 �3 12'8'8- �{ 24'9'8 �—3'4'8 37'8' 40'10'8 )~131 .+. 82 + B3 B4 -i R=43p8 U=100p1f RL=31/-152pif W=3'4'8 R=97p8 U=100plf W=12'8'8 R=68plf U=100pif W=249'8 (Rigid Surface) (Rigid Surface) (Rigid Surface) LEFT JIG=14'6"2 RIGHT JIG=39'10"5 DESC.= V28 SEQ= 130727 PLT.TYP.-WAVE DESIGN CRIT=FBC2014RE3/TPI-2007 FT/RT=20%(0%y10(0) QTY=1 TOTAL=1 REV. 15.01.00A.0312.20 SCALE=0.1875 •aWARNINGl4•READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care In fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and W TCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,lop chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G Bur&W&me 8udai rs flip a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, OI�O� B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. BC LL O.Opsf Refer to drawings 160A-2 for standard plate positions. LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss r1 S SUPPLY Ino. in conformance with ANSI/TPI 1,or for handling,shipping,installation&bracing of trusses. TOT,LD. 37.Opsf O/A LEN. 401008 A seal on this drawing or cover page lsting this drawing,Indicates acwptana of professional engineering responsibility sdsiy for the 1.25 JOB#:33633A design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer par ANBVTPI 1 Sai DIJR.FAC. For more Information see this job's general notes page and these web sites. SPACING 24.0" VAL ITWBCG.www.itwbcg.com:TPI.www.lpinst,org,WTCA:www.sbcmdustry.com,ICC'.www.Iccsafe.org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) All plates are 2X4 except as noted. Top chord 2x4 SP#2 140 mph wind,21.49 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 13.00 fl from roof edge,RISK CAT III OR IV, Bol chord 2x4 SP#2 EXP C,wind TC DL=4.2 psf,wind SC DL=4.2 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Wind loads based on MWFRS with additional C&C member design&reactions. Lumber value set"136"uses design values approved 1/30/2013 by ALSC (a)Continuous lateral restraint equally spaced on member. Left end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 1.50. See DWG VAL160101014 for valley details. Shim all supports to solid T7 -}- T2 T3T4 MWFRS loads base on trusses located at least 21.49 ft.from roof edge. 5 �4'138'0'9 12 5 p .5X5 /3X \5X6 W2 W4 a) a) W6 wt a) \5X5 W3 w8 a) \3%4 W5 a) W7 w1 a) W9 < 13X4 w11 Ilk W12 1 .3X5(D„ 5I� 12 .4 6 .X4 .XS r— 5'4'13 + 1018'8 2678 - 54'8 + 37'8' 4210'8 B1 02 83 B4 -1 R=85p8 U=100p1f RL=23/-102plf W=5'4'8 R=84plf U=100plf W=105'8 R=690f U=100plf W=285'8 (Rigid Surface) (Rigid Surface) JRigld Surface) LEFT JIG=14'6"2 RIGHT JIG=42'0"5 DESC.= V29 SEQ= 130730 PLT.TYP.-WAVE DESIGN CRIT=FBC2014RES7TPI-2007FTIRT=20%(0%yl0(6) QTY=1 TOTAL=1 REV. 15.01.00A.0312.20 SCALE=0.1875 ••WARNINGI••READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, - Trusses require extreme care In fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Bwlding Component Safety Information,by TPI and WTCA)for safety practices prior to performing these functions.Installers shall provide e temporary bracing per SCSI. Unless noted otherwise,lop chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRWG a properly attached rigid railing. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3, B7 or 810,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. OO $f Refer to drawings 160A-Z for standard plate positions. BC . LL p LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss O S SUPPLY Inc. 1n conformance with ANSI(TPI 1,or for handling,shipping,installation 8 bracing of trusses. TOT.LD. 37.Opsf O/A LEN. 421008 s designshown.easton The sWub�ty and use of thle drawindrawing.fnstructure Is<Indicates M rrespora blptance of Plln�thehal Bullding Designer Par ANSVTPI 19 solely r.21 DUR.FAC. 1.25 JOB#:33633A For more mformauon see this Job's general notes page and these web rtes: SPACING 24.0" VAL ITWBCG,www.itwbcg.com;TPI:www.tpinst.org;WTCA:www.sbclnduslry mm,ICC:wwwlccsafe.org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.28 ft mean hgl,ASCE 7-10,CLOSED bldg,not located within 4.50 ft from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psi.GCpi(+/-)=0.18 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Webs 2x4 SP#3 Bottom chord checked for 10.00 psf non-concurrent live load. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50. See DWG VAL160101014 for valley details. MWFRS loads based on trusses located at least 7.64 ft.from roof edge. T1 T2 6.6 3'2'2 + 3'2'2 6.6—+{ .4X4 12 5 W1 -3X4(01 -3X4(D1) a2X 7'9 r al R=72pB 1b100pif RLQ/<plf W=7'9' (Rigid Surface) LEFT JIG=4'2"8 RIGHT JIG=4'2"8 DESC.= V3 SEQ= 130498 PLT.TYP.-WAVE DESIGN CRIT=FBC2014RESRPI-2a07FT/RT=20h(0%y10(0) QTY=1 TOTAL= 1 REV. 15.01.00A.0312.20 SCALE=1.0000 ••WARNINGI.4 READ AND FOLLOW ALL NOTES ON THIS DRAWING TC LL 20.Opsf REF 'IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refer to and follow the latest edition of SCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and W TCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall haveO.O sf ew WWI,me Budden Sup a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3, BC DL p DRW G B7 or 810,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. O.OPSf Refer to drawings 160A-Z for standard plate positions. BC LL LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss 6 SUPPLY Ino. In conformance with ANSI/TPI 1,or for handling,shipping,installation&bracing of trusses. TOT.LD. 37.OPSf O/A LEN. 70900 A seal on dJs drawing or cover page telling this drawing,Indlostes scceptenoe of professional original rNponslblllty solely for the design shown.The sultabllity and use of thl■drawing for any structure Is the rwponslollry,of the Buuding DNIgner per ANSIITPI 1 Sil DUR.FAC. 1.25 JOB#:33633A For more Information see this job's general notes page and these web sites: ITv'BCG:www.Itwbcg.com;TPI'.wwiv,oinsl.org;WTCA:www.sbandustry.com;ICC:www.iccsafe.org SPACING 24.0" TYPE VAL Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) All plates are 2X4 except as noted. Top chord 2x4 SP#2 (")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Bot chord 2x4 SP#2 Webs 2x4 SP#3 140 mph wind,17.32 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 13.00 ft from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Wind loads based on MWFRS with additional C&C member design&reactions. (a)Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 1.50. WARNING:Furnish a copy of this DWG to the installation contractor.Special care must be taken during handling,shipping See DWG VAL160101014 for valley details. and installation of trusses.See"WARNING"note below. MWFRS loads based on trusses located at least 17.32 ft.from roof edge. Shim all supports to solid bearing. T1 T2 T3 T4 T5 —� r r 36'1'5 22'0'8 -a ,4x15XI al 1 4 Bxa .4 6 w1w 12 d s w a) w W4 W10 W12 \3 \5X6 WS a) W 14 \4 5 w W9 a) Wti W13 ) \3X4 � 12 W7 W15 W17 /4X8 W 3X5(01) -4X7 -H0310 ar3X4 11'52 .1 107.6 -}- 13.6' "'H 24' 22'0'8 + 37'e' - 59'6'8 - B1 �. B2 + B3 B4 - + B5 �I R=BW 1.1=100of RL=13/-39p1f W=11'5'2 R=126pd U=100p8 W=13'8' R=68px U=100plf W=24' (Rigid Surface) (Rigid Surface) (Rigid Surface) R=IW U=100plf W=107'8 (Rigid Surface) LEFT JIG=36'911 RIGHT JIG=247"11 DESC.= V30 SEQ= 130721 PLT.TYP.-WAVE DESIGN cRiT=F6C2014RESf7Pl-2007 FT1RT=20%(0%y10(0) QTY= 1 TOTAL= 1 REV. 15.01.00A.0312.20 SCALE=0.1250 aaWARNINGIaa READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.OPsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, t Trusses require extreme care in fabricating,handling,shipping,installing and bracing.Refer to and follow the latest edition of BCSI TC DL 7.OP$I DATE 02-24-2016 (Building Component Safety Information,by TPI and WTCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have 1 O.O sf fiul,wets M 8.11011 11 a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections 83, BC DL P DRW G B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. O.OP sf Refer to drawings 16OA-Z for standard plate positions. BC LL LUMBER ITW Building components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss fi SUPPLY Ins. in conformance with ANSI/TPI 1,or for handling,shipping,installation 8 bracing of trusses. TOT.LD. 37.OPsf O/A LEN. 590608 A sesl on thisdrawlrrl1pp or cover paps Oil this drawing,Indicates acceptance of professional anglnesring responsibility solely for the 1.25 JOB#:33633A design shown.The eultablllly and use of this drawing for any structure Is the respondblllty of the Building Designer per ANSUIPI 1 Sec.2. DU R.FAC. For more information see this Job's general notes page and these web sites: SPACING 24.0" VAL ITWBCG:www.itwbcg.cwm;TPI:www.tpinstorg,WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) All plates are 2X4 except as noted. Top chord 2x4 SP#2 (")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Bot chord 2x4 SP#2 Webs 2x4 SP#3 140 mph wind,16.90 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 17.00 ft from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Lumber value set"138"uses design values approved 1/30/2013 by ALSC Wind loads based on MWFRS with additional C8C member design S reactions. (a)Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 1.50. WARNING:Furnish a copy of this DWG to the installation contractor.Failure to follow provisions of BCSI in handling and See DWG VAL160101014 for valley details. installation of trusses can result in serious injuries.Do not permit inexperienced and uninstructed people to install trusses.See "WARNING"note below.BCSI recommends retaining a registered professional engineer for the design of temporary bracing. Shim all supports to solid bearing. MWFRS loads based on trusses located at least 16.90 ft.from roof edge. I. T1 + T2 + T3 T4 T5 P1 36.1'5 -}— 24.0.5 -p 04XII'*l ISX7 14 7 W 1 12 ZZ5 W2 W4 W3 Will 1 a) W10 \5x7 %4 W5 5 L�., %7 W9 W12 12 Wil W73 3X5ol)I.4X] ■R0310 !�— 13'52 I 10'7'6 13'6' 2d' 2476 37'6' - 81'6'8 - al B2 + 03 34 B5 R=e7plf U=100plf RL=13/-36p1f W=13'5'2 R=87plf U=100plf W=13'6' R=69p6 U=100plf W=24' (Rigid Surface) (Rigid Surface) (Rigid Surface) R=86plf U=10001 W=1076 (Rlgld Surface) LEFT JIG=36'9"11 RIGHT JIG=26'9"11 DESC.= V31 SEQ= 130714 PLT.TYP.-WAVE DESIGN CRIT=FBC2014RESRPI-2007 FTIRT=20 o(0%Y10(0) QTY=1 TOTAL= 1 REV. 15.01.00A.0312.20 SCALE=0.1250 '•WARNINGI••READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and WTCA)for safety pract c s prior to performing these functions. Installers shall provide temporary bracing par BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRWG Buy Where me&Warns aid a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, .— O�O� B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. O.Or1$f Refer to drawings 160A-Z for standard plate positions. BC LL P Vis..AllLUM�EA ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss r� O/A LEN. 610608 C YUPPLY Inc. in conformance with ANSI/TPI 1,or for handling,shipping,installation&bracing of trusses. TOT.LD. 37'Opsf A all on this drawing or cover page Ilsfing this tlrawing.Indicates soceptance of professional anglnesring responsibility solely for the design shown.The ouleblilty and use of this drawing for any structure Is the responelblity of the Building Designer per ANSIrtPI 196b.7. DIJR.FAC. 1.25 JOB#:33633A For more Information see this Job's general notes page and these web sites: SPACING 24.�" VAL - 6 ITWBCG.www.ltwbcg.com;TPI:www.lpmst.org;WTCA.www.sbcmduslry.com;ICC.www.lccsafe.org TYPE Job: 33633A -Bernson-Auld 8r White Construction-Public Safety R THIS DWG.PREPARED FROM COMPUTER INPUT(LOADS&DIMENSIONS)SUBMITTED BY TRUSS MFR. Value Set:13B(Effective 6/1/2013) 140 mph wind,25.88 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional CBC member design 8 reactions. Webs 2x4 SP#3 Bottom chord checked for 10.00 psf non-concurrent live load. Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50. See DWG VAL160101014 for valley details. MWFRS loads based on trusses located at least 25.88 ft.from roof edge. F" T1 T2 + T3 T4 17'67 + 17'87 -5X5 V. 2X4 12 5 p Y2X \5X5 W3 W5 ♦5X W2 W4 2%4 W6 W1 W7 a3X4(D1 a3X4(D1) 2X4 42X4 a3XS _12X4___ 2%4 Y2%4 �3%5 42X4 12X 35'4'14 35'4'14- B1 32 133 R=75p6 U=100plf RL=5/-5of W=35'4'14 (Rigid Surface) LEFT JIG=1974 RIGHT JIG=19'2"4 DESC.= P5 SEQ= 130797 PLT.TYP.-WAVE DESIGN CRIT=FaC2014RESl PI-2007 FTIRT=20%(o%ym(c) QTY=7 TOTAL=7 REV. 15.01.00A.0312.20 SCALE=0.1875 4aWARNINGIaa READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care In fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and W TCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing par BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G &n Weare"&'kAx,&A a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, 87 or 810,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. OOsf Refer to drawings 16OA-Z for standard plate positions. BC . LL P LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from his drawing,any failure to build the truss �] A SUPPLY InO. in conformance with ANSI/��TPI 1,or for or cover phandling,shipping,installation&bracing of trusses. TOT.LD. 37.Opsf O/A LEN. 630608 daalgn shown The this Wfalblllty•d use of hle drawl Ing for andrawing, structure I�heIrdlestas errespara btance of professional lBul ding Dulpnerr ppair ANISVTPI I S .7 Y DUR.FAC. 1.25 JOB#:33633A For more information see this Job's general notes page and these web sites SPACING 24.0" VAL ITWBCG:www.itwbcg.com,TPI.wwiv tpinst.org,WTCA:www.sbclndustry.com,ICC.wvv .ccsafe org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) All plates are 2X4 except as noted. Top chord 2x4 SP#2 (")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Bot chord 2x4 SP#2:B2,B3 2x4 SP M-30: Webs 2x4 SP#3 140 mph wind,16.49 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 17.00 ft from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Wind loads based on MW FRS with additional CBrC member design&reactions. Calculated horizontal deflection is 0.11"due to live load and 0.15"due to dead load. Max JT VERT DEFL:LL:0.28"DL:0.37".See detail DEFLCAMB1014 for camber recommendations.Roofs incorporating (a)Continuous lateral restraint equally spaced on member. this truss require consideration for ponding design by Building Designer. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50. Bottom chord checked for 10.00 psf non-concurrent live load. See DWG VAL160101014 for valley details. WARNING:Furnish a copy of this DWG to the installation contractor.Failure to follow provisions of BCSI in handling and installation of trusses can result in serious injuries.Do not permit inexperienced and uninstructed people to install trusses.See Shim all supports to solid bearing. "WARNING"note below.BCSI recommends retaining a registered professional engineer for the design of temporary bracing. MWFRS loads based on trusses located at least 16.49 ft.from roof edge. �— T1 T2 T3 �—T4 --}�T5 T6 36'1'5 -{. 26.0.8 -e •4x .4 x7 W3 W2 12 \6x8 d 5 W4 we a) W10 W5 IN72 W7 -ft X7 - W14 5� a) Will W11 12 W13 WIG W1 W17 W 3X5(D1) .H0510 .4X7 xl3X4 -110310 1115-2 14'76 13'8- 26'0.8 + 371' r 63'8'8— r B1 B2 + B3 + 84 B5 R=6lplf U=100pif RL=161450f W=11'5'2 R=141plf U=100plt W=13'6" R=67p8 U=100plt W=24' (Rigid Surface) (Rigid Surface) (Rigid Surface) R=40plf U=100plf W=14'7'6 (Rigid Surface) LEFT JIG=36'9"11 RIGHT JIG=28'1111 DESC.= V32 SEQ= 130709 PLT.TYP.-WAVE DESIGN CR1T=FBC2014RES,7PI2007FTIRT=20%(0%Y10(b) QTY= 1 TOTAL=1 REV. 15.01.00A.0312.20 SCALE=0.1250 aaWARNINGIaa READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF -IMPORTANT-FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and W TCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G BuV weer"fM awn-&11 a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. 00 sf Refer to drawings 160A-Z for standard plate positions. BC , LL P i!!Z SS. ITW Building Components Group Inc.shall not be responsible for any deation from this drawing,any failure to build the truss TOT.LD. 37.Opsf O/A LEN. 630608 SUPPLY Inc. in conformance with ANSI/TPI 1,orfor handling,shipping,installation 8 bracingof trusses. A owl on thle drawing or cove pa•listing this drawing,Indicates acceptance of profeselonal englnesring responsibility solely for the design shown.The sultablllty antl use of this drawing for any structure Is the rwponslblllty of the Building Dulgner per ANSI/TPI 1 Bec.2. DU R.FAC. 1.25 JOB#:33633A For more information see this job's general notes page and these web sites. SPACING 24.0" VAL ITWBCG.www.itwtx'g.com:TPI.www.tpmstorg,WTCA.www.sbcmdustry.com,ICC.www.iccsafe.org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) All plates are 2X4 except as noted. Top chord 2x4 SP#2 140 mph wind,16.07 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 17.00 ft from roof edge,RISK CAT III OR IV, Bot chord 2x4 SP#2:132,B3 2x4 SP M-30: EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Wind loads based on MW FRS with additional C&C member design&reactions. Lumber value set"138"uses design values approved 1/30/2013 by ALSC Calculated horizontal deflection is 0.11"due to live load and 0.15"due to dead load. Max JT VERT DEFL:LL:0.28"DL:0.37".See detail DEFLCAM61014 for camber recommendations.Roofs incorporating this truss require consideration for ponding design by Building Designer. (a)Continuous lateral restraint equally spaced on member. Deflection meets U360 live and 1-/240 total load.Creep increase factor for dead load is 1.50. Bottom chord checked for 10.00 psf non-concurrent live load. See DWG VAL160101014 for valley details. WARNING:Furnish a copy of this DWG to the installation contractor.Failure to follow provisions of BCSI in handling and installation of trusses can result in serious injuries.Do not permit inexperienced and uninstructed people to install trusses.See Shim all supports to solid bearing. "WARNING"note below.BCSI recommends retaining a registered professional engineer for the design of temporary bracing. MWFRS loads based on trusses located at least 32.14 ft+from roof edge. T1 T2 + T3 T4 T5 T6 -� 38'1'5 + 28'0'8 -P1 -3 W 1 w a7 %6xe 2 W2 WS °) Q5 W4 W9 Wit i3 W I W W13 1 4 °) \5X7 5 r W10 1N12 W15 123x4 W14 i4x w1 sola W18 W3XS(D1) .Hi .4X7 .H0310 .3X4 13'5'2 "f" 1478 ITS" + 24' 21 + 37'8' 85'e'B 01 02 B3 S4 - + B5 R=73plf 11,1=100of RL=15l41pif W=13'5'2 R=138pit J=100p1f W=13'8' R=6801 U=100plf W=24' (Rigid Surface) (Rigid Surfaccl (Rigid Surface) R=33p8 U=100plf W=147M (Rigid Surface) LEFT JIG=36'9"11 RIGHT JIG=31'1"11 DESC.= V33 SEQ= 130725 PLT.TYP.-WAVE DESIGN CRD=Fac20141RESITPI-2007 FT)RT=20%(0%10(0) QTY=1 TOTAL=1 REV. 15.01.00A.0312.20 SCALE=0.1250 °WARNINGI°°READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safely Information,by TPI and W TCA)for safety practices prior to performing these functions.Installers shall provide temporary bracing par SCSI. Unless noted otherwise,lop chord shall have properly attached structural sheathing and bottom chord shall have00 sf &n wase IM&*w I a property attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3, BC DL . p DRW G OI�O� B7 or 010,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. BC LL O.Opsf LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 37.Opsf O/A LEN. 650608 &SUPPLY Ino. in conformance with ANSI/TPI 1,or for handling,shipping,installation&bracingof trusses. A seal on p this drawing or cover oa listing thle drawing,Indicates acceptance of proteaelonel snglnesring fesponslblllty,solely for the design shown.The sultabulty and was of this drawing for any structure In the reeponelbllity of the Building Designer par ANSI/TPI 1 Secs. DUR.FAC. 1.25 JOB#:33633A For more information see this job's general notes page and these web sites'. ITW13CG.www.itwbcg com,TPI.www.tpinst.org;WTCA.wiv-sbcindustry.com;ICC.www.iccsafe org SPACING 24.0" TYPE VAL Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) All plates are 3X4 except as noted. Top chord 2x4 SP#2 140 mph wind,21.91 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT Ill OR IV, Bot chord 2x4 SP#2 EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Wind loads based on MW FRS with additional C&C member design&reactions. Lumber value set"'I 3B"uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. (a)Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 1.50. See DWG VAL160101014 for valley details. Shim all supports to solid IIieetil T1 -}- T2 T3 —{ MWFRS loads based on trusses located at least 21.91 ft.from roof edge. 26'5'6 2X4 12X4 -5X8 12X4 5x6 W1 W azx W2 W5 W7 W4 W9 11 W W a2X W1 5 12 1114X6 13'5'2 + 14'7.6 28'0'8 t= 29'1.14 - 31 32 B3 R=103pif U=100plf RL=7/-7plf W=13'57 R=61-2plf U=100pff W=147-6 (Rigid Surface) (Rigid Surface) R=7730 U=3630 W=3'8 (Rigid Surface) LEFT JIG=29'1"14 RIGHT JIG=31'5" DESC.= V34 SEQ= 130775 PLT.TYP.-WAVE DESIGN CRIT=FBC2014RES—T 2007 FTtRT-20%(0%)n0(0) QTY= 12 TOTAL=12 REV. 15.01.00A.0312.20 SCALE=0.2500 aaWARNINGI"READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and W TCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing par BCSI, Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G Bw wirer.pro Bu4oe,s Bur a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, ��0� B7 or 810,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. OO $f Refer to drawings 160A-Z for standard plate positions. BC L . L P LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss q A SUPPLY Inc. In conformance with ANSVTPI 1,or for handling,shipping,Installation&bracing of trusses. TOT.LD. 37.Opsf O/A LEN. 650608 A awl on this drawlrlg or cover psa•usdng this drawing,Indlestw aoceptence of professional snglnsering responsibility Sol for the 1.25 JOB#:33633A dwlgn shown.The sultsblllty and use of this drawing for any structure is Ma reeponsiblllty of the Bullding Do4lgnor par AN81/TPI 1 8w.2. DU R.FAC. For more Information see this Job's general notes page and these web sites. SPACING 24.0" VAL ITWBCG,www.ilwbcg.comi TPI.www.tpmstorg,WTCA.www.sbclndustry.comi ICC www.lccsafe.or9 TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) (")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Top chord 2x4 SP#2 140 mph wind,19.27 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 13.00 ft from roof edge,RISK CAT III OR IV, Bot chord 2x4 SP#2 EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Wind loads based on MWFRS with additional C&C member design&reactions. Lumber value set"136"uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50. See DWG VAL160101014 for valley details. MWFRS loads based on trusses located at least 38.53 ft.from roof edge. l+ T1 + T2 T3 T4 -1 4'6 12'8'10 28'5'6 - 12X4(") 04X6 02X4 a5X6 12X4 X5 12X4 12 12X4 IIT IIT TIII 512 12X W3 W5 W7 W9 I I I 12X W2 W4 WB WB 10N W1 a3%5(D1 12X4 12X4 12X4 ;4X6 12%4 12Xd 12%d 4X8 2X4 2X4 ■X4 12%d 41'10 8 41'10'8 81 B2 B3 R=75lxf U=100pif RL=5/-lplf W=4110'6 (Rigid Surface) LEFT JIG=14'6"8 RIGHT JIG=29' DESC.= V35 SEQ= 130789 PLT.TYP.-WAVE DESIGN CRIT=FBC2014RES/TPi.2007 FT/RT=20 o(0 j/10(0) QTY= 1 TOTAL= 1 REV. 15.01.00A.0312.20 SCALE=0.1875 "WARNINGImm READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF -IMPORTANT-FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating,handling,shipping,installing and bracing Refer to and follow the latest edition of SCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and W TCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G Buy Where rhe Sumas BW a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. O.Op sf Refer to drawings 160A-Z for standard plate positions. BC LL LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss 6 SUPPLY Ino. in conformance with ANSI7TPI 1,or for handling,shipping,installation 8 bracing of trusses. TOT.LD. 37.Opsf O/A LEN. 411006 d11lg�shown.Thrniwuh�y.duseofthed wingforanyitrucmnlstherespon.Iemryroo theBulldlnngDesignerppirnNBvfpl1 Sec.2. DUR.FAC. 1.25 JOB#:33633A For more information see this lob's general notes page and these web sites. ITWBCG.www.itwbcg.com,TPI.www.tpinst.org,WTCA.www.sbcmdustry.com,ICC:www.iccsafe.org SPACING 24.0" TYPE VAL Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) (")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Top chord 2x4 SP#2 140 mph wind,18.85 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 13.00 ft from roof edge,RISK CAT III OR IV, Bot chord 2x4 SP#2 EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.1 B Webs 2x4 SP#3 Wind loads based on MWFRS with additional C&C member design&reactions. Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 1.50. See DWG VAL160101014 for valley details. MWFRS loads based on trusses located at least 37.70 ft.from roof edge. Ti T2 + T3 T4 FT 14'8.10 + 28'5.8 4 a2X 12 5 p W4 WB WB W10 a2X W3 W2 W5 W7 W9 11 a2X ao 3%5(01 W1 12x4 a2%4 a2%4 4X8 2%4 a2 4 a2 aTx4 .4X6 e2%4 111 92)4 43'10 8 43'10.8 B1 .}. B2 .}. 83 R=750 U=1000f RL=6/-lptf W=43'10.8 (Rigid surface) LEFT JIG=16'8"8 RIGHT JIG=2971 DESC.= V36 SEQ= 130788 PLT.TYP.-WAVE DESIGN CRIT=FI3C2a14RES/7Pb2007 FTIRT=20 o(c%y1n(u) QTY= 1 TOTAL=1 REV. 15.01.00A.0312.20 SCALE=0.1875 '•WARNINGIaa READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. - — Trusses require extreme care in fabricating,handling,shipping,Installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and W TCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have I O.O sf Eur Wh"11"9~ail a properly attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections 133, BC DL .1 p DRW G itZ B7 or B10,as applicable.Apply plates to each face of truss antl position as shown above antl on the Joint Details,unless noted otherwise. O.OrI$f Referto drawings 160A-Z for standard plate positions. BC LL POER ITW Builtling Components Group Inc.shall not be responsible for anyde9ation from this drawing,any failure to build the trussTOT.LD. 37.Opsf O/A LEN. 431006 YUPPLY Inc. in conformance with ANSI/TPI 1,or for handling,shipping,installation&bracin of trusses. A eesl on thle drawing w cover page Iladng this drawing,Indlcetse acceptance of profeaslonel anglnsenng responsibility solely for the deslgn shown.The sultablllty and use of this drawing for any structure Is the responalblllry of the Bullding Designer per ANSI/1PI 1 asi DIJR.FAC. •25 JOB#:33633A For more Information see this lob's general notes page and these web sites. "BCG:www.itwbcg.com,TPI.www.tpinsLorg,WTCA:wiv-sbcindustry.com,ICC.www.mcsafe org SPACING 24.0" iTYPE VAL Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) (")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Top chord 2x4 SP#2 140 mph wind,18.43 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 13.00 ft from roof edge,RISK CAT III OR IV, Bot chord 2x4 SP#2 EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Wind loads based on MWFRS with additional C&C member design&reactions. Lumber value set"13B"uses design values approved 1/3012013 by ALSC Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 1.50. WARNING:Furnish a copy of this DWG to the installation contractor.Special care must be taken during handling,shipping and installation of trusses.See"WARNING"note below. See DWG VAL160101014 for valley details. MWFRS loads based on trusses located at least 36.87 ft.from roof edge. T1 T2 T3 T4 T5 Hyl 16'8.10 + 28'5'6 42X4(") 52X4 5X6 112X4 X6 12X4 112X4 4 .2% 12 W5 W7 W9 11 W3 5X6W2 W'4 we We W10 W1 a3X5G1 112%4 2X4 41_1 12%4 12%4 2X4 �1112 4 III4 8 2X4 12%4 12.4 112X4 r 45'10'8 r 45'10'8 31 -1— B2 .}. e3 R=75plf U=100plf RL=6/-lplf W"45'10'6 (RiOd Surface) LEFT JIG=18'10"8 RIGHT JIG=29'4"6 DESC.= V37 SEQ= 130787 PLT.TYP.-WAVE DESIGN C8IT=FaC2014RES7TPI-2007FT/RT=20%10%y10nh QTY= 1 TOTAL=1 REV. 15.01.00A.0312.20 SCALE=0.1875 ••WARNINGI•'READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf [DRWG EF -IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI TC DL 7.Opsf ATE 02-24-2016 (Building Component Safety Information,by TPI and W TCA)for safety practices poor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shell have properly attached structural sheathing and bottom chord shall have BC DL 1 O.Opsf &N Mwe me&.Vers bw' a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, OI�O� B7 or BIG,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. O.Or1sf Refer to drawings 16OA-Z for standard plate positions. BC LL Y LUMOER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss 6 6UPPLV Ino, in conformance with ANSIrTPI 1,or for handling,shipping,installation&bracing of trusses. TOT.LD. 37.Opsf O/A LEN. 451006 A seal on this drawing or cover pegs Ilsdng this drawing.Indicates acceptance of professional wglnesring responsibility solely for the 1.25 JOB#:33633A design shown.The suitability and use of this drawing for any structure Is the responelblllty of the Building Design par ANSUTPI 1 Bei DU R.FAC. For more information see this job's general notes page and these web sites: g SPACING 24.0" TYPE VAL ITWBCG.www.itwbcg,mm:TPI:wwwAlpinst.org,WTCA.wwwsbcmdustry.com,ICC:www.iccsafe.or Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) (")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Top chord 2x4 SP#2 140 mph wind,18.02 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 13.00 It from roof edge,RISK CAT III OR IV, Bot chord 2x4 SP#2 EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Webs 2x4 SP#3 Wind loads based on MWFRS with additional C&C member design&reactions. Lumber value set"138"uses design values approved 1/30/2013 by ALSC Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psi non-concurrent live load. Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 1.50. WARNING:Furnish a copy of this DWG to the installation contractor.Special care must be taken during handling,shipping and installation of trusses.See"WARNING"note below. See DWG VAL160101014 for valley details. MW FRS loads based on trusses located at least 36.03 ft.from roof edge. T1 T2 T3 T4 T5 28'5'812X4 -5X6 X4 -5x6 - 1zx4(••) 4 12X4 4 ■2X 12 W6 W8 WiD 12 5 p 12X W4 /5%8 W3 WS W7 W9 W11 W2 12X -3%5(01 W1 12X4 12X4 12X4 -4%8 12X4 12X4 12%4 -4X6 12X4 12X4 .4X6 /2X4 12X4 12X4 1112X4 47'10'6 r- - - --- 47'10'6 - B1 B2 63 114 -1 R=75p8 J=100plf RL=7/-lplf W=47-IM (Rigid Surface) LEFT JIG=21'0"8 RIGHT JIG=297" DESC.= V38 SEQ= 130786 PLT.TYP.-WAVE DESIGN CRIT=EBC2014RES-1-2007fTRT=20%d%y10(0) QTY= 1 TOTAL= 1 REV. 15.01.00A.0312.20 SCALE=0.1667 •4WARNINGI44 READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF -IMPORTANT-FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INBTALLERS. - Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and W TCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI, Unless noted otherwise,lop chord shall have properly attached structural sheathing and bottom chord shell have BC DL 10.Opsf DRW G Buy Wrier.theauMxrs&A a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 of B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. OO $f Refer to drawings 160A-Z for standard plate positions. BC L . L P LUM®!q ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 37.Opsf O/A LEN. 471006 6 SUPPLY Ino" In conformance with ANSI/TPI 1,or for handling,shipping,installation&bracing of trusses. A steel on this drawing or cover page lladng thla tlrawing.Indicates acceptance of professional mglnsilrinp responalblllty,solely for the 1.25 JOB#:33633A design shown.The sulablllty and use of this drawing for any structure Is the responslblllty of the Bulldlng Deslgnar per ANSVTPI 1 Sm.2. DUR.FAC. For more information sea this job s general notes page and these web sites SPACING 24.0" VAL ITWBCG.www.itwbcg.com;TPI:www1pinst.org;WTCA:www.sbcindustry,com,ICC.www.icceafe.org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT III OR IV,EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.1 B Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Lumber value set"138"uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non-concurrent live load. See DWG VAL160101014 for valley details. Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 7.50 ft.from roof edge. I-- Ti -}- T2 -{ F--e-a F 16.2 -}- 1 1•2 -}- ere--( .3X4 12 5 p .3X4(( in .3X4(01) 4's 4'S' e1 R=70pl1 U=100plf W=4S (Rigid Surface) LEFT JIG=2'4"13 RIGHT JIG=74"13 DESC.= V39 SEQ= 130777 PLT.TYP.-WAVE DESIGN CRIT=Fac2o14RESRPI-2007FTrRT=20%(a%p10(o) QTY= 1 TOTAL= 1 REV. 15.01.00A.0312.20 SCALE=11.0000 "WARNINGI••READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care in fabricating,handling,shipping,installing and bracing.Refer to and follow the latest edition of SCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safely Information,by TPI and W TCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise.top chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.0psf DRWG I&*weer,,"a.b-6v➢ a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 133, B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. BC LL O.Opsf Refer to drawings 16OA-Z for standard plate positions. LUMMORITW Building Components Group Inc.shall nol be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 37.Opsf O/A LEN. 4DSDo S SUPPLY Ino. In conformance with ANSI/TPI 1,or for handling,shipping,installation&bracing of trusses. A east on this drawing or cover page usdng thle drawing,Indicates acceptance of prafesslonal engineering responelblllly solely for the 1.25 JOB#:33633A design shown.The suitability and use of this drawing for any structure Is the responsibillty of the Bullding Designer per ANSVTPI 1 Bso.2. DU R.FAC. For more Information see this Job's general notes page and these web sites. SPACING 240" VAL ITWBCG.www.Itwbcg.com;TPI.www.tpmst,org,WTCA:www.sb . cmdustry.com;ICC.www TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psi,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x4 SP M-30 Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Webs 2x4 SP#3 End verticals not exposed to wind pressure. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Calculated horizontal deflection is 0.16"due to live load and 0.18"due to dead bad. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 1.50. Top chord overhangs have been checked only for loads as indicated. Overhangs not checked for man loads or long-term deflection. See DWG VAL160101014 for valley details. MWFRS loads based on trusses located at least 15.00 ft.from roof edge. T1 .}- T2 8'8' 8'8' 04X4 12X /2X4 2 5� W4 12%4 W3 12X4 13%4 13%4 WB w7 T w2 l 14X8 4X8 1%4 12UA X4 �3 4 12X 12X4 2%4 7.2 4 17'4- + 4' �I Bt + B2 R=103plf U=1x)pe RL=11/-11pff W=17'4' (Rigid surface) LEFT RAKE=4'4" RIGHT RAKE=4'4" LEFT JIG=10'5" RIGHT JIG=10'5" DESC.= V4 SEQ= 130489 PLT.TYR-WAVE oESiGNCRIT=FBC2a14RESFTPl2007FT1RT=20%lo%y1c(c) QTY= 1 TOTAL= 1 REV. 15.01.00A.0312.20 SCALE=0.2500 aaWARNINGI'•READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 20.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care in fabricating,handling,shipping,Installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and WTCA)for safety practices prior to performing these functions. Installers shall provide temporary braarg per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing antl bottom chord shall have BC DL 10.Opsf DRWG avr wrrere ere Bu4aers bur a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, _ B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. BC LL O.Opsf Refer to drawings 160A-Z for standard plate positions. LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss 6 SUPPLY Ina. in conformance with ANSI/TPI 1,or for handling,shipping,installation&bracing of trusses. TOT.LD. 37.Opsf O/A LEN. 170400 design shown.The sWhElglltyrend use of thle dril awing for tinthis drawing, ilndlostes tructure I�herresponl blltance of lprofessional the Bulldlgng Dulpner ppeir ANSVVTPI 1 solelynsibility 00.2the DUR.FAC. 1.25 JOB#:33633A For more information see this job's general notes page and these web sites. SPACING 24.0" VAL ITWBCG.www.itwbcgcom,TPI.www.tpmst.org,WTCA:www.sbcmdustry.com,ICC.www.iccsafe.org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 4.50 ft from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psi.GCpi(+/0=0.18 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Wind loads based on MW FRS with additional C&C member design&reactions. Webs 2x4 SP#3 Bottom chord checked for 10.00 psf non-concurrent live load. Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 1.50. See DWG VAL160101014 for valley details. T1 +. T2 3'8'2 I" 8'e�{ -4X4 12 5 Un 9 Wt -3X4(D1 -3X4(D1) e2X B1 R=72plf U=100of RLQ/lplf W=8'5- (Rigid Surface) LEFT JIG=4'6"13 RIGHT JIG=4'6"13 DESC.= V40 SEQ= 130776 PLT.TYP.-WAVE DESIGN CRIT=FeC2a14RESRPI-200T FT/RT=20%(0%)J10(0) QTY= 1 TOTAL=1 REV. 15.01.00A.0312.20 SCALE=1.0000 ••WARNINGI.4 READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care in fabricating,handling,shipping,Installing and bracing. Refer to and follow the latest edition of SCSI TC DL 7.Opsf DATE 02-24-2016 (Builtling Component Safety Information,by TPI and W TCA)for safely practices prior to performing these functions, Installers shall provide temporary bracing per BCSI. Unless noted otherwise,lop chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G 9M weoe I"&~801, a properly attached rigid railing.Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3, OI�O� B7 or 810,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. OOnr3$f Refer to drawings 160A-Z for standard plate positions. BC . LL Y LUMBER ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the truss a SUPPLY Inc. in conformance with ANSI/TPI 1,or for handling,shipping,installation&bracing of trusses. TOT.LD. 37.Opsf O/A LEN. 80500 A seal on this drawing or rover page luting this drawing.Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:33633A design shown.The suitability antl use of this drawing for any structure Is the responsibility of the Building Designer per ANSUTPI t S&C.2. DUR.FAC. For more Information see this job's general notes page and these web sties. ITWSCG:www.Itwbcg.wm,TPI:www.tpmsl.org,WTCA.www.sbcindustry.com,ICC:www.iccsafe.org SPACING 24.0" TYPE VAL Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 4.50 ft from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/_)=0.18 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Webs 2x4 SP#3 Bottom chord checked for 10.00 psf non-concurrent live bad. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 1.50. See DWG VAL160101014 for valley details. T1 + T2 7.5 5'5.9 + SYS 8.15 1041 5 12 azx4 02x4 p W2 'N1 W3 k2k 4 4 4 23 1247 81 R=73plf U=100ptf RL=51-5plf W=12'4.6 (Rigid Surface) LEFT JIG=6'7"3 RIGHT JIG=6'8"11 DESC.= V41 SEQ= 130779 PLT.TYP.-WAVE DESIGN CRIT=FBC2014RESIPI-2007 FT/RT=20%(0%y10(0) QTY= 1 TOTAL= 1 REV. 15.01.00A.0312.20 SCALE=0.5000 '•WARNINGI••READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refer to and follow the latest edition of SCSI TC DL 7.Opsf DATE 02-24-2016 (Bun ding Component Safety Information,by TPI and WTCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing par SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing end bottom chord shall have 1 aW where me a"Ns S dun a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, BC DL .1O.O pSf DRW G B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. O.OpSf Refer to drawings 160A-Z for standard plate positions. BC LL LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss oTOT.LD. 37.OPSf I LEN. 120406 B SUPPLY Inc. in conformance with ANSUIPI 1,or for handling,shipping,installation 8 bracing of trusses. A awl on this drawing or ovrpp a Iiatng this drawing,Indicant aoaptence of professional anginsering responeiblllty,edeiy for 710 design shown.The suitability and use o1 thea drawing for any structure a txx the reealbuity of ANSI Building Designer per ANS1 Sec.4. DUR.FAC. �•25 JOB#:33633A For more Information see this job's general notes page and these web sties: SPACING 24.0" VAL ITWSCG:www.ltwbcg com;TPI.www.tpinstorg;WTCA.www.sbandustry.com;ICC.www.lccsafe.org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x4 SP M-30 Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Webs 2x4 SP#3 Bottom chord checked for 10.00 psf non-concurrent live load. Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 1.50. Top chord overhangs have been checked only for loads as indicated. Overhangs not checked for man loads or long-term deflection. See DWG VAL160101014 for valley details. MW FRS loads based on trusses located at least 15.00 ft.from roof edge. �- T1 .}. T2 - -� 4x4 .2x 2X4 12 W4 5 p W3 2X4 �2%4 13X 3%4 T W2 W5 1 .4Xfi 4%fi X4 12%4 -3 4 W2X 2X4 W2%4 17'4' �—4 17'4' +}. 4' r B1 _L 92 R=1030 U=100p0 RL=11r-itplf W=17'4' (Rigid Surface) LEFT RAKE=4'4" RIGHT RAKE=4'4" LEFT JIG=9'11"12 RIGHT JIG=9'11"12 DESC.= V5 SEQ= 130494 PLT.TYP.-WAVE DESIGN CRIT=FI3C2014RES/1P1-2007 F17RT=20%(0%y10(0) QTY= 1 TOTAL=1 REV. 15.01.00A.0312.20 SCALE=0.2500 a'WARNINGIae READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care In fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and W TCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing par BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have 10.Opsf DRW G 9rY wea'4 �^'�1 auy a properly attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, BC DL B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. O.Orr11$f Refer to drawings 16OA-Z for standard plate positions. BC LL Y LUMOER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the buss TOT.LD. 37.Opsf O/A LEN. 170400 6 auPPLV Ino. In conformance with ANSI/TPI 1,or for handling,shipping,installation&bracin of trusses. A sal on tl1h drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:33633A design shown,The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSVTPI 1 Secs DUR.FAC. For mare mformatlon see this job's general notes page and these web sites. SPACING 24.0" VAL ITwBCG.www.ltwbcg.com,TPI:www.lpinst,org;WTCA:www.sbcindustrycom,ICC.www.Iccsafe.org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.00 ft mean hgl,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Webs 2x4 SP#3 Bottom chord checked for 10.00 psf non-concurrent live load. Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 1.50. See DWG VAL160101014 for valley details. MWFRS loads based on trusses located at least 15.00 ft.from roof edge. T1 T2 I-e•e e•1.7 9.1.7 -'-e•6-{ -4X4 5 p 2 a2 W2 2X4 w'1 W3 .3X0(D1 .3X4(D1) 71 4 4 4 19'7.10 j- 197.10 - B2 R=74plf U=100plf RL=Y-spit W=797.10 (Rigid surface) LEFT JIG=10'711 RIGHT JIG=10711 DESC.= V6 SEQ= 130491 PLT.TYP.-WAVE DESIcNCRiT=FBC2014RESRPisomFTfRT=20%(o%yto(0) QTY= 1 TOTAL=1 REV. 15.01.00A.0312.20 SCALE=0.3750 ••WARNINGIa•READ AND FOLLOW ALL NOTES ON THIS DRAWING[ TC LL 20.Opsf REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safely Information,by TPI and W TCA)for safety practices prior to performing these functions.Installers shall provide temporary bracing par SCSI. Unless noted otherwise,lop chord shall have properly attached structural sheathing and bottom chord shall have wane BC DL 10.Opsf DRW G Buy ne aro&mixes i r a properly attached rigid ceding. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. O.Orr11$f Refer to drawings 160A-Z for standard plate positions. BC LL Y LUMBER 11 Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failureto build the truss TOT.LD. 37.Opsf O/A LEN. 190710 8 SUPPLY Ino. in conformance with ANSBTPI 1,or for handling,shipping,installation&bracingof trusses. A seal on this drawing or cover page Iledng this drawing,Indicates exoptana of professional"Inearing responsibility solely for the 1.25 JOB#:33633A design shown.The suitability and use of this drawing for any structure Is the responslblllty of the Building Designer per ANSI/TPI 1 Sec.2. DUR.FAC. For more information see this job's general notes page and these web sites SPACING 24.0' VAL ITWBCG.www.ilwbcg.com,TPI:www.lpinst.org,WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 611/2013) 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psi.GCpi(+/-)=0.18 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Webs 2x4 SP#3 Bottom chord checked for 10.00 psf non-concurrent live bad. Lumber value set"136"uses design values approved 1/30/2013 by ALSC Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 1.50. See DWG VAL160101014 for valley details. MWFRS loads based on trusses located at least 15.00 ft.from roof edge. T1 T2 7'17 I 7'17 =4x4 12 5 p W2 e2x4 @x4 -3X4(D7 W 1 W3 a3X4(D1) 4 4 4 15'7'10 15'7'10 81 R=74p#U=100pif RL=-W W=15'7'10 (Rio Surface) LEFT JIG=8'5"11 RIGHT JIG=8'5"11 DESC.= V7 SEQ= 130461 PLT.TYP.-WAVE DESIGN CRIT=FBC2014RESTrPI-2007FTrRT=20%(0hy10(0) QTY= 1 TOTAL=1 REV. 15.01.00A.0312.20 SCALE=0.5000 'aWARNINGIa•READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF -IMPORTANT-FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, - Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI TC DL 7.Opsf DATE 02-24-2016 (BwldIng Component Safety Information,by TPI and W TCA)for safety practices prior to performing these functions.Installers shall provide temporary braarg par SCSI, unless noted otherwise,lop chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRWG _ BUY Ween the Smams ca Buy a properly attached rigid ceiling. Lotions shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, 137 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. OOsf Refer to drawings 16OA-2 for standard plate positions. BC L . L P ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss LUMBER q D/A LEN. 8 SUPPLY Ina. in conformance with ANSVTPI 1,or for handling,shipping,installation&bracing of trusses. TOT.LD. 37.Opsf 150710 A seal on this drawing or ooverpapa usdng this drawing,Indicates■aWptanae of professional englneehng raeponelblllry,solely for the deslgn shown.The sulabillty and usefo this drawing for any structure Is the responslb0lty of the Bulking Designer per ANSVTPI 1 SecZ DUR.FAC. 1.25 JOB#:33633A For more information see this job's general notes page and these web sites: ITWBCG:w—awbcg.com;TPI'.www.lonstorg;WTCA.www.sbcindustry.com;ICC.www.iccsafe.org SPACING 24.0" TYPE VAL Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Webs 2x4 SP#3 Bottom chord checked for 10.00 psf non-concurrent live load. Lumber value set"138"uses design values approved 1/30/2013 by ALSC Deflection meets U360 live and 1-/240 total load.Creep increase factor for dead load is 1.50. See DWG VAL160101014 for valley details. MWFRS loads based on trusses located at least 15.00 ft.from roof edge. Tt -}. T2 I•-8.8 61.7 .+. 5.1.7 - - 8'8—+{ .4x4 12 sig wl -3X4(01 m3X4(D1) z4 m r= 1x7.10 � a1 R=73pif U=100plf RL=5l-5of W=11.7'10 (Riptl Surface) LEFT JIG=6'3"11 RIGHT JIG=6311 DESC.= V8 SEQ= 130492 PLT.TYP.-WAVE DESIGN CRIT=FBC2014RESRPI-2007 FTrRT=20%(0%)/10(0) QTY= 1 TOTAL= 1 REV. 15.01.00A.0312.20 SCALE=0.7500 'aWARNINGI'•READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Op$f REF "IMPORTANT-FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care in fabricating,handling,shipping,Installing and bracing. Refer to and follow the latest edition of BCS] TC DL 7.Opsf DATE 02-24-2016 (Build Ing Component Safety Information,by TPI and W TCA)for safely practices prior to performing these functions. Installers shall provide - — — aw wnere me Bwgns aw temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC DL 0.0 $f DRW G _ a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, p __- O�O� B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. O.O $f Refer to drawings 160A-Z for standard plate positions. BC LL P LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss O A SUPPLY trio. in conformance with ANSIITP1 t,or for handling,shipping,installation&bracing of trusses. TOT.LD. 37.Opsf O/A LEN. 110710 . A essil on th4 drawling or oover ppsi lIsUng thle drawing,Indicates siocaplance of professional singlnearing responsibllity solely for the �,♦" design shown.The sultabWty,and ues W this drawing for any structure to the rasiponsIblllty of the Building Deslgner per ANSVrPI 1 Sac.2. DUR.FAC. 1.25 JOB#:33633A For more Information see this job's general notes page and these web sues'. ITWBCG:www.Itwbcg.mm.TPI:www.tpinst.org,WTCA:www.sbcindustry.com,ICC.www.lccsafe.org SPACING 24.0" TYPE VAL Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set:13B(Effective 6/1/2013) 140 mph wind,15.27 It mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT III OR IV,EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/.)=0.18 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Webs 2x4 SP#3 Bottom chord checked for 10.00 psi non-concurrent live load. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 1.50. See DWG VAL160101014 for valley details. MWFRS loads based on trusses located at least 15.27 ft.from roof edge. T1 -f T2 H�a"6 + 3'1"7 .( 3'1"7 .4X4 12 5 p wl -3X4(D1 -3X4(D1) a2X 7'7"10 B1 R=72plt U=100plf RL=4f4plf W=7.7'10 (Rigid Surface) LEFT JIG=4'1"11 RIGHT JIG=4'1"11 DESC.= V9 SEQ= 130490 PLT.TYP.-WAVE DESIGN CRIT=FBC2Q14RESrfPI-2007FTIRT=20%(0%)Jl0(0) QTY=1 TOTAL= 1 REV. 15.01.00A.0312.20 SCALE=1.0000 ••WARNINGI"READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT-FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refer to and follow the latest edition of BCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safely Information,by TPI and W TCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted otherwise,top chord shell have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G a1Y Wren M tki Buz a properly attached rigid ceiling, Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, _ B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. OO sf Refer to drawings 160A-Z for standard plate positions. BC L . L P LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss 8 RUPPLV Irm. in conformance with ANSI/TPI 1,or for handling,shipping,installation&bracing of trusses. TOT.LD. 37"Opsf O/A LEN. 70710 A seal on this drawing or cover page listing this drawing,Indicates acaptence of profesilonal rlglnesNng responsibility eery for the 1.25 JOB#:33633A design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSVTPI 1 Sec.2. DIJR.FAC. For more Information see this job's general notes page and these web sites. ITWBCG.www.itwbcg.com,TPI:www.tpmst.org,WTCA:www.sbcmdustry.com,ICG www.iccsafe.org SPACING 24.0" TYPE VAL Job: 33633A -Bernson-Auld&White Construction-Public Safety R THIS DWG.PREPARED FROM COMPUTER INPUT(LOADS&DIMENSIONS)SUBMITTED BY TRUSS MFR. Value Set:13B(Effective 6/1/2013) 140 mph wind,25.88 fl mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT III OR IV, EXP C,wind TC DL=4.2 psf,wind BC DL=4.2 psf.GCpi(+/-)=0.18 Top chord 2x4 SP#2 Bol chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C member design&reactions. Webs 2x4 SP#3 Right end vertical not exposed to wind pressure. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 1.50. See DWG VAL160101014 for valley details. MWFRS loads based on trusses located at least 25.88 ft.from roof edge. F.— T1 T2 T3 .4x4 12 12X4 12 5 17 12X4 12%4 W3 12%4 /SX W2 W4 W7 W6 W1 -3X4(D1 R Lid 101 2X4 12%4 12X4 4 1 4 12X4 12X4 12 r 26'1'15 j 35'4.14 r B1 82 R=60plf U=100pf RL=51-30/W=35.4.14 (Rigid Surface) LEFT JIG= 1974 RIGHT JIG=12'9"12 DESC.= P4 SEQ= 130801 PLT.TYP.-WAVE DESIGN CRIT=FBC2014RES7Pi-2007 FTfRT=20%(o%y1B(o) QTY= 16 TOTAL=16 REV. 15.01.00A.0312.20 SCALE=0.2500 "WARNING[""READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Op$f REF "IMPORTANT"FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating,handling,shipping,installing and bracing.Refer to and follow the latest edition of SCSI TC DL 7.Opsf DATE 02-24-2016 (Building Component Safety Information,by TPI and WTCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing par BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC DL 10.Opsf DRW G BW WWII,aro S.Am fiw a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,as applicable.Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. P O.OrI$f Refer to drawings 160A-Z for standard plate positions. BC LL LUMBER ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss &YUPPLY Ino. in conformance with ANSI/TPI 1,or for handling,shipping,installation&bracing of trusses. TOT.LD. 37.Opsf O/A LEN. 630608 design shhoswn,Th'sWubi�ty anor d se o thhating ls drawing for anthis y structure lu the responsibility o U�Bulial�rg Designer per ANBUTPI 18 .2.solely for the DUR.FAC. 1.25 JOB#:33633A For more information see this lob's general notes page and these web sites. SPACING 24.0" VAL ITWBCG:www.itwbcg.com,TPI.www.lpinst.org;WTCA:wwwabcmdustry com;ICC:www.iccsafe.org TYPE